Architecture

DOCUUMENT VOLUME V E 02.01 GENER RAL SPECIFICATIONS S ARCHITE ECTURE A049_RSP_AR_SPC_00 001_DD NOVEMBER 18, 2014 P PALM JUMEIRAH H WE EST BEACH H CLU UB D DMS No. 139305 Palm Jum meirah, Dubai, D UA AE Co onstruction n of Westt Beach Club C Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE DOCUMENTS INDEX VOLUME 01 Tendering & Contract Conditions VOLUME 02 Specifications Volume 02.01 General Specifications Architecture & Interior Design Volume 02.02 Interior Design Schedules (Appendices) Volume 02.03 Civil & Structural Specifications Volume 02.04 Sustainability Specifications Volume 02.05 Fire Specifications Volume 02.06 Plumbing Specifications Volume 02.07 HVAC Specifications Volume 02.08 Electrical Specifications Volume 02.09 Specialist Lighting Specifications (Included in Electrical) Volume 02.10 Signage Specifications Volume 02.11 Façade Specifications (Section 084413) Volume 02.12 Landscape Specifications Volume 02.13 Volume 02.14 Volume 02.15 Vertical Transport Specifications (Section 142100) Waste Handling Equipment Specifications (Not Applicable) AV / IT Specifications (Included in Electrical) VOLUME 03 Bill of Quantities VOLUME 04 Drawings VOLUME 05 Health & Safety & Environment Plan HSEP VOLUME 06 Addendums Project: PALM JUMEIRAH WES ST BEACH CLUB B Works: G+1 STTOREY – PALM JUMEIRAH, J DUBAI, UAE Title: DOCUM MENT VOLUME E 02.01 GENER RAL SPECIFICATTIONS ARCHITECTURE DOCU UMENT VO OLUME 02 2.01 Generral Speciffications Architect A ure TABLE OF CONTENT SION 01 DIVIS GENERAL REQUIREM MENTS SECTIO ON 011000 – GENERAL REQUIREMENTS SECTIO ON 011011 – DOCUMEN NT MANAGE EMENT SECTIO ON 015000 – TEMPORAR RY FACILITIES S AND CON NTROL DIVIS SION 03 SECTIO ON 035216 – LIGHTWEIGHT INSULA ATING CON NCRETE SECTIO ON 035413 – GYPSUM CEMENT C UN NDERLAYMEN NT SECTIO ON 035416 – HYDRAULIIC CEMENT UNDERLAYM MENT SECTIO ON 035300 – CONCRETTE TOPPING SECTIO ON 054000 – COLD FOR RMED META AL FRAMING SECTIO ON 055000 – METAL FA ABRICATION SECTIO ON 055213 – PIPE AND TUBE T RAILING GS SECTIO ON 055300 – METAL GRA ATINGS TD TD TD TD TD TD TD TD  TD  W WOOD, P PLASTIC AN ND COMPOSITES SECTIO ON 061000 SF – ROUGH H CARPENTRY SECTIO ON 061053 SF – MISCELLANEOUS RO OUGH CARP PENTRY SECTIO ON 061063 SF – EXTERIO OR ROUGH CARPENTRY C DIVIS SION 07 TD TD METALS SECTIO ON 051213 – ARCHITEC CTURAL EXPO OSED STRUCTURAL FRAM MING DIVIS SION 06 TD TD TD MASONRY Y ON 040110 – BLOCKWO ORK CLEANIN NG SECTIO SECTIO ON 040120.63 – BLOCK KWORK REPA AIR SECTIO ON 040120.64 – BLOCK KWORK REPO OINTING SECTIO ON 042000 – UNIT MASONRY DIVIS SION 05 TD TD TD CONCRETE SECTIO ON 034900 – GLASS FIB BER REINFOR RCED CONC CRETE (GFRC) DIVIS SION 04     TD TD TD T THERMAL AND MOISTURE PR ROTECTION N VOLUME 02.01 – REV00 0 Page i of 3 Tab ble Of Contents Project: PALM JUMEIRAH WES ST BEACH CLUB B Works: G+1 STTOREY – PALM JUMEIRAH, J DUBAI, UAE Title: DOCUM MENT VOLUME E 02.01 GENER RAL SPECIFICATTIONS ARCHITECTURE SECTIO ON 071113 – BITUMINO OUS DAMPRO OOFING TD SECTIO ON 071326 – SELF-ADHE ERING SHEETT WATERPRO OOFING SECTIO ON 071416 – COLD FLUID APPLIED WATERPROO W OFING SECTIO ON 071800 – TRAFFIC COATINGS C FOR F EXPOSED DECKS SECTIO ON 071900 – WATER RE EPELLENTS SECTIO ON 072100 – THERMAL INSULATION N TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  TD    SECTIO ON SECTIO ON SECTIO ON SECTIO ON SECTIO ON 072726 076200 077200 078100 078123 – – – – – FLUID-APPLIED AIR AND WATER RE ESISTIVE BAR RRIER SHEET ME ETAL FLASHIN NG & TRIM ROOF ACCESSORIES APPLIED FIIREPROOFIN NG INTUMESC CENT FIREPR ROOFING SECTIO ON SECTIO ON SECTIO ON SECTIO ON 078413 079100 079200 079500 – – – – PENETRATTION FIREPRO OOFING PREFORME ED JOINT SE EALS JOINT SELLANTS EXPANSIO ON CONTRO OL DIVIS SION 08 OPENING GS SECTIO ON 081113 SF – HOLLO OW METAL DOORS D AND D FRAMES SECTIO ON SECTIO ON SECTIO ON SECTIO ON SECTIO ON 081213 081216 081416 083113 083213 SF – SF – SF – SF – SF – HOLLO OW METAL FR RAMES ALUMIN NUM FRAME ES FLUSH WOOD DOORS ACCES SS DOORS AND A FRAMES S SLIDING G-ALUMINIU UM-FRAMED GLASS DOO ORS SECTIO ON SECTIO ON SECTIO ON SECTIO ON SECTIO ON 083473..13 SF – METTAL SOUND CONTROL DOOR ASSE EMBLIES 084413 SF – GLAZED ALUMINUM M CURTAIN WALLS 087100 SF – DOOR HARDWARE E 088000 SF – GLAZIN NG 089119 SF – FIXED LOUVERS L SECTIO ON 089516 SF – WALL VENTS V DIVIS SION 09 TD FINISHES SECTIO ON 092116..23 SF – GYP PSUM BOAR RD SHAFT WALL W ASSEMB BLIES SECTIO ON 092400 SF – PORTLA AND CEMEN NT PLASTERIN NG SECTIO ON SECTIO ON SECTIO ON SECTIO ON SECTIO ON TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  092900__SF – GYPSU UM BOARD 093013 SF – CERAM MIC TILING 095113 SF – ACOUS STICAL PANE EL CEILINGS S 096516 SF – RESILIENT SHEET FLLOORING 096519 SF – RE=SILIENT TILE FLO OORING SECTIO ON 096536 SF – STATIC C-CONTROL RESILIENT R FLOORING SECTIO ON 096900 SF – ACCES SS FLOORING G SECTIO ON 099113 SF – EXTERIO OR PAINTING G VOLUME 02.01 – REV00 0 Page ii of 3 TD  TD  TD  TD  TD  TD  TD  TD  TD  TD  Tab ble Of Contents Project: PALM JUMEIRAH WES ST BEACH CLUB B Works: G+1 STTOREY – PALM JUMEIRAH, J DUBAI, UAE Title: DOCUM MENT VOLUME E 02.01 GENER RAL SPECIFICATTIONS ARCHITECTURE SECTIO ON 099114 SF – EPOXY PAINT SECTIO ON SECTIO ON SECTIO ON SECTIO ON 099123 099300 099600 099601 DIVIS SION 10 SECTIO ON SECTIO ON SECTIO ON SECTIO ON SF – SF – SF – SF – INTERIO OR PAINTING G STAINING AND TR RANSPARENTT FINISHING G HIGH-P PERFORMAN NCE COATIN NGS.. ANTICA ARBONATIO ON PAINT SPECIALTIES 102600 SF – WALL AND A DOOR PROTECTION 104413 SF – FIRE PR ROTECTION CABINETS 104416 SF – FIRE EX XTINGUISHER RS 105123__SF – PLASTIC C-LAMINATE E-CLAD LOCK KERS SECTIO ON 105613 SF – METAL STORAGE SHELVING S DIVIS SION 11 TD CONVEYIN NG EQUIP PMENT SECTIO ON 142100 SF – ELECTR RIC TRACTION ELEVATOR RS DIVIS SION 32 EXTERIOR R IMPROVE EMENTS SECTIO ON SECTIO ON SECTIO ON SECTIO ON SF SF SF SF 321400 321713 321723 321729 TD  TD  FURNISHINGS SECTIO ON 124813 SF – ENTRANCE FLOOR R MATS AND D FRAMES. DIVIS SION 14 TD  TD  TD  TD  TD  EQUIPMEN NT SECTIO ON 111200 SF – PARKIN NG CONTRO OL EQUIPMENT SECTIO ON 118226__SF – FACILITTY WASTE COMPACTOR C RS DIVIS SION 12 TD  TD  TD  TD  TD  – – – – UNIT PA AVING PARKIN NG BUMPERS S PAVEM MENT MARKINGS MANUFACTURED TRAFFIC-CAL T LMING DEVIC CES TD  TD  TD  TD  TD  APPEN NDICES APPENDIX A – LOB BBY / ATRIUM M SPECIFICA ATION SHEETT APPENDIX B – TOILLETS SPECIFIC CATION SHE EET APPENDIX C – BOH H SPECIFICA ATION SHEETT TD TD TD END OF TABLE T OF CONTENT C VOLUME 02.01 – REV00 0 Page iii of 3 Tab ble Of Contents DIVISION 01 ________________________________________________________________________ GENERAL REQUIREMENTS Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 011000 – GENERAL REQUIREMENTS TABLE OF CONTENTS 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 5 5 6 6 6 7 7 7 8 8 8 8 8 8 9 9 10 18.0 19.0 20.0 21.0 PROJECT INFORMATION………………………………………………………………….. GENERAL………………………………………………………………………………………. ABBREVIATION………………………………………………………………………………. TEST TO ESTABLISH ACCEPTABILITY OF WORKS…………………………………… SAFETY REGULATIONS AND TEMPORARY WORKS……………………………….. SITE INVESTIGATION REPORT…………………………………………………………… LICENSES, PERMIT AND LIASON WITH GOVERNMENT DEPARTMENTS, ETC SAFE GUARDING PROPERTIES ADJASCENT TO SITE………………………………. REINSTATEMENT OF ROADS AND STREET FURNITURE……………………………. CHECKING AND MONITORING…………………………………………………………. TESTING AUTHORITY………………………………………………………………………. RESPONSIBILITY……………………………………………………………………………… SITE INFORMATION………………………………………………………………………… PROGRAMME………………………………………………………………………………… RECORDS AND CERTIFICATES……………………………………………………………. CERTIFICATES FOR MATERIALS………………………………………………………….. COMPLIANCE WITH LOCAL AUTHORITIES REQUIREMENT, REGULATIONS & BY-LAWS…………………………………………………………………………………… BREAKING UP OF EXISTING WORKS…………………………………………………. OBSTRUCTION………………………………………………………………………………. BLASTING…………………………………………………………………………………….. DEFECTIVE WORKS…………………………………………………………………………. 22.0 22.1 22.2 22.3 22.4 22.5 22.6 PROJECT COORDINATION……………………………………………………………….. DESCRIPTION………………………………………………………………………………….. COORDINATION……………………………………………………………………………… ADMINISTRATIVE PROCEDURE………………………………………………………………. DRAWINGS……………………………………………………………………………………. SPECIFICATIONS………………………………………………………………………………. COORDINATION AND COOPERATION WITH OTHER CONTRACTORS………………. 11 11 11 12 12 13 13 23.0 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23.9 ON-SITE ADMINISTRATION………………………………………………………………. DESCRIPTION…………………………………………………………………………………… DETAILS OF CONTRACTOR’S SUPERVISORY AND OFFICE STAFF………………………. USE OF SITE……………………………………………………………………………………. ADVERTISING………………………………………………………………………………….. INSPECTION OF WORKS AND MATERIALS………………………………………………... LABOR RECORD……………………………………………………………………………….. PLANT AND EQUIPMENT RECORD………………………………………………………….. DEFECTIVE WORK……………………………………………………………………………… REPRESENTATIVES FOR EMERGENCIES…………………………………………………….. 13 13 13 13 13 14 14 14 14 15 Division 01 Section 011000 Page 1 of 37 10 10 10 11 General Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 23.10 23.11 23.12 23.13 MAINTAINING EXISTING FACILITIES IN OPERATION…………………………………….. NON-COMPLIANCE…………………………………………………………………………… HOUSEKEEPING……………………………………………………………………………….. FINAL CONDITIONS OF WORK……………………………………………………………... 15 15 15 16 24.0 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 PROJECT MEETINGS………………………………………………………………………… DESCRIPTION…………………………………………………………………………………… KICK-OFF MEETING……………………………………………………………………………. PROGRESS MEETINGS………………………………………………………………………… ADDITIONAL UNSCHEDULED MEETINGS………………………………………………….. PRE-START UP CONFERENCE………………………………………………………………… POST-CONSTRUCTION CONFERENCE…………………………………………………….. MINUTES OF MEETING……………………………………………………………………….. TECHNICAL MEETING………………………………………………………………………… 16 16 16 17 18 18 18 19 19 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 CONTRACTOR’S DOCUMENTS AND OTHER SUBMITTALS……………………….. DESCRIPTION…………………………………………………………………………………... DEFINITIONS…………………………………………………………………………………… SUBMITTAL PROCEDURE……………………………………………………………………… SHOP DRAWINGS……………………………………………………………………………. MISCLELLANEOUS SUBMISSION……………………………………………………………. DRAWINGS……………………………………………………………………………………. MISTAKE IN INFORMATION………………………………………………………………… 19 19 19 20 23 24 29 29 26.0 26.1 26.2 26.3 PREPARATION OF ASSET REGISTER……………………………………………………. PROJECT LAYOUT DRAWING………………………………………………………………… LIST OF INSTALLED ASSETS (MEP & CIVIL)………………………………………………….. LIST OF SPARE PARTS (MEP & CIVIL)..……………………………………………………….. 30 30 31 30 27.0 27.1 27.2 27.3 QUALITY CONTROL…………………………………………………………………………. EQUIPMENT / MATERIAL HANDLING AND STORAGE…………………………………… WORKMANSHIP………………………………………………………………………………. PROTECTION OF PROPERTY…………………………………………………………………. 30 30 31 31 28.0 28.1 28.2 28.3 28.4 28.5 MATERIALS AND EQUIPMENT…………………………………………………………… PRODUCTS……………………………………………………………………………………... PRODUCT OPTIONS…………………………………………………………………………… PRODUCT ACCEPTANCE…………………………………………………………………….. MATERIALS GENERALLY………………………………………………………………………. APPROVAL……………..………………………………………………………………………. 32 32 32 33 34 35 29.0 HOLES, CHASE, INSERTS AND FIXINGS……………………………………………… 36 30.0 DESCRIPTION OF SUBSTRUCTURE AND SUPERSTRUCTURE…………………….. 36 31.0 NOMINATED SUBCONTRACTORS……………………………………………………… 37 Division 01 Section 011000 Page 2 of 37 General Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 011000 – GENERAL REQUIREMENTS 1.1 This General Specification for Building is applicable to all building works in connection with the construction, alteration and maintenance of buildings unless overridden by the General Conditions of Contract, Special Conditions of Contract, Drawings, Bills of Quantities, Schedules of Rates prepared by the Employer, Particular Specifications or the instructions of the Engineer 1.2 RELATED DOCUMENTS Retain or delete this article in all Sections of Project Manual. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section 1.3 APPLICATION OF SPECIFICATIONS Materials and workmanship specified in one section of this general specification shall apply to the same items in other section. 1.4 SUMMARY A. Section 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Division 01 Section 011000 Includes: Project Information General Abbreviations Test to Establish Acceptability of Works Safety regulations and Temporary Works Site Investigation Report Licenses, Permit and Liaison with Government Departments, etc. Safe Guarding Properties Adjacent to Site Reinstatement of Roads and Street Furniture Checking and Monitoring Testing Authority Responsibility Site Information Programme Records and Certificates Certificates for Materials Compliance with Local Authorities Requirements, Regulations & By-Laws Breaking of Existing Works Obstructions Blasting Defective Work Project Coordination On-site Administration Project Meetings Contractor’s Documents and Other Submittals Page 3 of 37 General Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 26. 27. 28. 29. 30. 31. 1.0 Preparation of Asset Register Quality Control Materials and Equipment Holes, Case and Inserts Description of Substructures and Superstructure Nominated Sub Contractor PROJECT INFORMATION 1.1. Project Identification: The Palm Jumeirah West Beach Club is located on the western part of the trunk of Palm Jumeirah Island in Dubai, United Arab Emirates. Recognizing that the Palm Jumeirah Island is a tourist and leisure attraction, Nakheel will develop a small piece of land located on the west side of the Palm Jumeirah trunk. The development will be a destination beach club, young, hip and new, with F & B outlets. Following the example of successful beach developments, such as Clark Quay in Singapore, this development shall attract young tourist and local visitors to enjoy the Palm beach, restaurants, health club and entertainment facilities. Palm Jumeirah West Beach Club will feature a total of 5 retails, 18 restaurants, open restaurants along the whole stretch facing the beach and a swimming pool, Upper deck will house a gym, open dining areas and terraces overlooking the panoramic view of the beach. 2.0 GENERAL 2.1 The following descriptions of materials and workmanship apply to the whole of the Works regardless of the trade headings under which they have been described and shall be read in conjunction with the Drawings and Bills of Quantities/Schedule of Rates. 2.1. Where trade names or catalogue numbers are mentioned in this Specification, Drawings or the Bills/Schedule of Rates, the reference is intended only as a guide to the type of article quoted or material required. Subject to the approval of the Engineer, the Contractor may substitute any article or material similar and equal to those described by reference to trade names or catalogue numbers. All proprietary materials or processes specified in this Specification, Drawings or the Bills of Quantities/Schedule of Rates are to be used or carried out strictly in accordance with the manufacturer's instructions and recommendations. 2.2. The Contractor must make allowance in his unit rates to cover for all requirements in the Specifications. 2.3. The Contractor shall ensure that these requirements in the Specification be strictly adhered to when carrying out the Works, unless otherwise instructed. 2.4. The drawings, details and specification provided describe the general scope and essence of the work in terms of architectural design concept and principal dimension. It shall be the Contractor’s responsibility to develop the works with detail shop drawings in compliance with the performance requirements, latest relevant industry standard and local by-laws and regulations including making any technical modifications within the Division 01 Section 011000 Page 4 of 37 General Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE design intent for that purpose without any additional cost to the contract. The shop drawings shall be subject to Engineer’s review and approval. 3.0 ABBREVIATIONS Throughout the Specification and other Documents, the following abbreviations have been used: m - Linear metre m2 - Square metre m3 mm - Cubic metre Millimetre mm2 sq No or Nr gm kg Mg 0 C N kN ft cc oz lb Cwt Ton Tonne W cps BS - CP - Square millimetre square Number gramme kilogramme Megagramme Degree Celsius Newton kilo Newton foot / feet cubic centimetre Ounce (avoirdupois) Pound (avoirdupois) Hundredweight Imperial Ton Metric Ton Watt centpoise The 'British Standard' (including any amendment or reenactment) issued by the British Standards Institution current as of the date of the Contract. The 'British Standard Code of Practice' (including any amendment or re-enactment) issued by the Council for Codes of Practice of the British Standards Institution current as of the date of the Contract. 4.0 TESTS TO ESTABLISH ACCEPTABILITY OF WORKS 4.1. Any tests that are proposed by the Contractor as a result of failure to comply with the requirements of the Specification shall be at the Contractor's expense. The Contractor shall also be responsible for any delay caused. 5.0 SAFETY REGULATIONS AND TEMPORARY WORKS 5.1. The Contractor shall be responsible for the strict observance of all necessary safety requirements to comply with the local regulations and standards. Division 01 Section 011000 Page 5 of 37 General Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 5.2. The Contractor shall employ a Professional Engineer who shall be fully responsible for the design and supervision of all temporary Works carried out in relation to the Works. The Professional Engineer shall endorse and submit all structural drawings and calculations pertaining to the temporary Works in compliance with the local relevant authorities. These temporary works shall include the kentledge or ground anchor systems proposed by the Contractor for carrying out the pile load testing as specified in the Works. The Contractor's Professional Engineer will be responsible to ensure that the pile load tests can be carried out in a safe manner with the Contractor's proposed system. 6.0 SITE INVESTIGATION REPORT 6.1. Site Investigation has been carried out and the reports. 6.2. The Contractor should note that the ground conditions revealed by the reports on site investigations are to be taken as a guide only and that he has to satisfy himself as to the actual type of strata, geotechnical nature of the underlying stratum and ground conditions to be encountered during the Works. It is to be at the risk of the Contractor if different ground conditions are actually encountered on the site. 6.3. If, in the opinion of the Engineer, it is deemed necessary by reason of the safety of the Works, or for the restoration of interrupted services, or for continuity and integrity of the piles, the Contractor shall, when so ordered, carry out the Works or any portion thereof continuously by day and by night without extra charge. 7.0 LICENCES, PERMIT AND LIAISON WITH GOVERNMENT DEPARTMENTS, ETC. 7.1. The Contractor shall be responsible to initiate action and to apply for all necessary li censes, permits, etc and to carry out all necessary liaisons with AAM, Government Departments, Government Statutory Boards, etc., whenever necessary, for the satisfactory completion of the Works. The Contractor shall be responsible for any delay in obtaining these licenses, permits, liaisons, etc, for the satisfactory completion of the works. 8.0 SAFE GUARDING PROPERTIES ADJACENT TO SITE 8.1 The Contractor's site procedures and method of working shall at all times be such as to limit to a practical minimum any settlement and lateral movement of the ground and buildings around the Site. 8.2 The Contractor shall be responsible for any damage or movement in adjacent properties including roads, paved areas, drains, services, building, street furniture, underground structures, etc. 8.3 Allowance shall be made for all ancillary treatment and all work necessary to ensure the stability of roadways, adjacent structures, services and underground constructions and for all remedial Works needed to make good any damage to the satisfaction of the relevant Authority or the Engineer. 8.4 The Contractor must take due care to safeguard all existing services as shown in the services cable route plan and culverts that will be affected by his work. 8.5 The Contractor shall note that all services within the proposed Site had been terminated. Notwithstanding this, due care must be taken when excavating the boreholes and the Contractor will be responsible for any damage done to these services and culverts as a result of his Works. Division 01 Section 011000 Page 6 of 37 General 3 The Contractor shall submit three copies of the programme tothe Employer's Division 01 Section 011000 Page 7 of 37 General . DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 9. If for any reason.0 REINSTATEMENT OF ROADS AND STREET FURNITURE 9. and foot ways.1 The Contractor shall refer to the survey plan and underground services plans provided for indicative site information. kerbs.1. walkways.0 TESTING AUTHORITY 11. the Engineer is not satisfied with the performance of the Testing Authority. 12. UAE Title: DOCUMENT VOLUME 02.1 The Contractor's work shall make allowance for the reinstatement of all the street furniture.0 SITE INFORMATION 13. disturbed by the Works both within and outside the Site. etc.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 14.0 CHECKING AND MONITORING 10.1 The Contractor shall provide all necessary instrumentation for the close and continuous checking of the movements of adjacent structures.0 RESPONSIBILITY 12. 13. "Testing Authority" shall mean an organisation or laboratory that is proposed by the Contractor and approved by the Engineer fully equipped to carry out all tests and checks required by this specification.2 The program must comply strictly with all the requirements specified in this Specification. 9. 9. 14. 9. and the foundation and surfaces of any roads.3 Permanent reinstatement must be carried on receipt of a direction from the Engineer and the reinstatement shall be completed as soon as possible.4 The reinstatement must comply with all requirements. The Engineer may instruct the Contractor to reinstate the roads in sections as the work proceeds.2 The Contractor will be deemed to have visited and inspected the site and surroundings prior to the Contract and to have made himself thoroughly acquainted with all visible details of the site including those not specifically mentioned herein or shown on the drawings and which may affect his program or methods of carrying out the Works.1 No approval by the Engineer shall in any ways relieve the Contractor of his responsibility for the quality of materials and the standard of workmanship in the finished works and for the strength and durability of the finished Works. he may direct the Contractor to use a different testing laboratory at no extra cost. 13.2 The Contractor shall allow for the complete reinstatement of all surfaces damaged in side-tables. The Contractor is to read this item in conjunction with the section for Instrumentation and Monitoring. Any work not conforming in standard or extent to the requirements of the Engineer or the DOT must be immediately removed and replaced. services and underground constructions. 10. 14.1 The Contractor shall submit a detailed program.0 PROGRAMME 14. 11. and all neighbouring lands to the satisfaction of the Engineer and the respective Local Authorities resulting from the execution of the Works. showing clearly how he proposes to complete the Works within the contract period.. and for the recording by the Employer's Representative of any site instruction which may be found necessary for the Contract.0 RECORDS AND CERTIFICATES 15. including manufacturer's or supplier's certificates of tests. 15.3 Works test certificates shall include. 16. the Employer will. As Built Drawings and Operation and Maintenance Manuals for the Works.7 Records. 16. 15. plant and materials. all in accordance with the relevant clauses in the Specification. his returns of labour.3 The Contractor shall keep records at his own cost of all details and dimensions of the Works as constructed and shall when requested submit such of the records to the Engineer as may be required by him. Where certificates of manufacture or tests are available for materials proposed for use in the Works.2 Works test certificates shall be sent to the Engineer immediately once they are available. whenever applicable. the location in the Works or the delivery or batch which the sample represents.4 The Contractor is to submit to the Employer's Representative daily.4 Where the Contract Documents allow the Contractor a choice of materials to be used in the Works. The Contractor shall record progress on a copy of the chart kept on site and update and re-draft if any circumstances arise which affect the progress of the works. brand name or any other data that may be required to verify the exact nature of the material and relate it to the requirements of the specification. 15. Division 01 Section 011000 Page 8 of 37 General .1 Copies of all records and certificates. UAE Title: DOCUMENT VOLUME 02. and submit weekly update reports (status report) to the Employer's Representative. 15. 15. the materials chosen and their proposed sources of supply shall be subject to approval. 16.2 Where appropriate all materials delivered to the site shall bear the manufacturer's name. failing which an adjustment will be made to the Contract price. The Contractor is to keep a day-to-day site diary to record the happenings and events on site which affect the Contract which must be open for examination by the Employer's Representative on demand. 16. and must be signed by the Employer's Representative. Operation and Maintenance Manuals shall be supplied in the number of copies set out in the Specification. 15.6 Should the Contractor fail to produce such information. shall be kept on site and be available for inspection at any time. The daily reports must also include planned works for the next working day. instruct other persons to produce this information and all costs incurred will be charged to the Contractor. all other records and certificates shall be sent to the Engineer upon completion of the Works unless otherwise directed. 15. DUBAI. after serving notice to the Contractor.0 CERTIFICATES FOR MATERIALS 16. Drawings.01 GENERAL SPECIFICATIONS ARCHITECTURE Representative and keep one copy in the site office. The Contractor shall submit copies of all revisions to the Employer's Representative.5 The Contractors shall submit to the Employer's Representative all Records.1 All materials shall be manufactured and tested in accordance with the appropriate codes as specified or British Standard / ASTM or.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. the Engineer may direct that independent testing be carried out to determine compliance with the these Specifications or British standard / ASTM. the Contractor shall propose and submit details of equipment and construction procedures to ensure that blasting during caisson excavation will not adversely affect nor reduce the frictional shaft resistance between the concrete and the weathered rock for approval by the Engineer.0 BLASTING 20. 17.2 Prior to blasting. He shall pay all charges levied by the Authorities which have jurisdiction on the areas of his non-compliance.2 No claim for additional cost shall be allowed for excavation through difficult ground conditions no matter how adverse or for the removal of boulders. Upon encountering an obstruction.5 16.6 16. DUBAI. Unless otherwise directed. The Contractor shall engage a specialist sub-contractor to provide consultancy services on the blasting and to execute blasting on the site. bulk orders for materials shall not be placed before the sources and samples of the materials have been approved and the results of any preliminary tests required by the specification have been accepted. REGULATIONS & BY-LAWS 17. the Contractor shall immediately inform the Engineer and shall agree with the Engineer the method to be employed in removing the obstruction.0 BREAKING UP OF EXISTING WORKS 18. for the use of and storage of explosives. 19. 20. the relevant Authorities and the Employer.2 The Contractor will be held responsible for any delays due to the stoppage of work on site by the Authorities for non-compliance with the above. 20. All costs and expenses incurred including the reinstatement if required shall be borne by the Contractor.0 COMPLIANCE WITH LOCAL AUTHORITIES' REQUIREMENT. UAE Title: DOCUMENT VOLUME 02.1 An obstruction is defined as material the excavation of which requires additional effort.7 Alternative to the materials specified or shown on the drawings may be permitted subject to the Contractor providing full details of his proposals before the related work begins. Division 01 Section 011000 Page 9 of 37 General . All submissions should be accompanied by a test certificate or similar evidence that the material complies with the requirements of the specifications. 17.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 It shall be the Contractor's responsibility to ensure full compliance with the relevant regulations and by-laws of the local Authorities together with any future relevant regulations or by-laws applicable in the United Arab Emirates. The specialist sub-contractor shall be solely responsible for obtaining any necessary permits and approvals from the relevant Authorities. etc.1 Blasting shall not be permitted without the written approval of the Engineer.0 OBSTRUCTIONS 19. The Contractor shall only engage specialist sub-contractor approved by the Engineer to provide this service.1 Before the breaking up of existing works. 19.01 GENERAL SPECIFICATIONS ARCHITECTURE 16. 18. the Contractor shall seek the permission of the Authority concerned and the Engineer to carry out such works. 22.2. The Contractor shall provide the administrative and supervisory personnel necessary for the proper and satisfactory coordination. 21.0 PROJECT COORDINATION 22. the Contractor shall take into account the specified threshold vibration levels of all property of the existing monorail viaduct and monorail station structures and all computer installations of all buildings in the vicinity of the project site.1 22.2. Where availability of space is limited. DESCRIPTION 22. commissioning and maintenance of the Works. UAE Title: DOCUMENT VOLUME 02. 22. the Contractor shall coordinate installation of different components to assure maximum accessibility for required maintenance.2.1 Where in the opinion of the Engineer. connection. DUBAI. 22.2 22.2. construction.2. The Contractor shall make adequate provision to accommodate items scheduled for later installation. These shall include charge calculations and expected ground vibration levels.1.1. 21. and operation.1. In any blasting works. service and repair. materials or workmanship in any part of the Works fails to comply with the Specification.2 All works classified as defective shall be removed from the Works and replaced with other in an approved manner. The Contractor shall comply with all regulations of the relevant Authorities and take all precautions necessary to avoid damage to buildings and other property.1.3 20. Page 10 of 37 General . any of the finished works. 22. The Contractor shall coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation. 21. COORDINATION General 22.3 Division 01 Section 011000 Where installation of one part of the Works is dependent on installation of other components. that part of the Works will not be accepted and may be classified as defective. completion.1.1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1.2. Should any damage be caused this shall immediately be made good at the Contractor's own expense. the Contractor shall schedule detailed design and construction activities in the sequence required to obtain the best results. The Contractor shall coordinate construction activities included under various Sections of these Specifications to assure the efficient and orderly installation of each part of the Works.0 DEFECTIVE WORK 21.01 GENERAL SPECIFICATIONS ARCHITECTURE 20.3 The extent and nature of any measures required as a result of defective work shall be determined by the Engineer.2.4 Details of all proposed blasting operations shall be submitted to the Engineer with as much advance notice as possible and at least 24 hours prior to blasting. 3. 22.4. or apply in writing for such detail drawings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3. either working on the Site or constructing other utilities and buildings in the vicinity of the Works during the course of this Contract.2 The Contractor shall be responsible for and shall pay the extra cost.1 The Contractor shall be responsible for checking all schedules and drawings etc.2.2 The Contractor must allow for the above Sub-Clause and for coordinating work as necessary to cause minimum disruption. if any. or if the Contractor considers that additional detail drawings are required. Material fabricated off-site by separate entities c. Interrelationship of components detailed on separate shop drawings. Division 01 Section 011000 Page 11 of 37 General . UAE Title: DOCUMENT VOLUME 02.1 There will be other contractors. Required installation sequences.4 These coordination drawings shall indicate: a.2 Organizing the installation and removal of temporary facilities a.4.01 GENERAL SPECIFICATIONS ARCHITECTURE 22. etc. but are not limited to. supplied by the Employer's Representative. occasioned by any discrepancies.3. where coordination of their work is required. 22.3 The Contractor shall coordinate scheduling and timing of the required administrative procedure with other construction activities to avoid conflicts and ensure orderly progress of the work. or 14 days before the materials and components necessary for the Works are to be placed on order by the Contractor.3 ADMINISTRATIVE PROCEDURE 22. Efficient installation of different components where limited space availability necessitates maximum utilization of space. 22. at least 14 days before the works concerned are to be executed. then in either case the Contractor shall report such discrepancy to the Employer's Representative for instruction. 22.5 Project Closeout activities 22.4 22. 22. Installation of products b.4 Progress meetings a. a.4. the Contractor shall prepare memoranda for distribution to each party involved outlining special procedures required for coordination. engaged directly by the Employer or by others. Memoranda shall include such items as required notices. b. 22.5 Where necessary. Such administrative activities include. DUBAI. the following: a. The Contractor shall prepare similar memoranda for the Employer and separate contractors.2. errors or omissions in the Contractor’s Documents. whether they have been approved by the Engineer or not.4. a.1 Preparation of schedules a. reports and at tendance at meetings.3 Delivery and processing of submittals. In the event of any discrepancy being found between such schedules and drawings.1.3 The Contractor shall prepare and submit coordination drawings where close and careful coordination is required relative to: a.1.4 DRAWINGS 22. 5 The Contractor shall provide the names and details of the experience.2. ON-SITE ADMINISTRATION 23.2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or any part thereof. 23.5 SPECIFICATIONS 22.2 DETAILS OF CONTRACTOR’S SUPERVISORY AND OFFICE STAFF 23. 22. etc. shall not control the division of work among sub-Contractors nor establish the extent of work to be performed by any particular trade or subcontractor.2. Governmental Authorities.4 It is pointed out that the provision of the management and supervisory staff proposed by the Contractor and approved by the Engineer does not relieve the Contractor in any way of its liability under the Contract to provide all the staff necessary for the satisfactory completion. at or near the Site.2. 23.1 During the progress of the Works. Sub-Clauses and paragraphs.3 Approval of the Contractor’s supervisory staff does not waive the right of the Employer Representative to withdraw that approval at any time thereafter as provided for in Sub-Clause 6. All work shall be performed under the observation of and in the presence of the Engineer or his authorized delegate. suppliers.01 GENERAL SPECIFICATIONS ARCHITECTURE 23. commissioning and maintenance of the Works within the Completion Dates stated in the Contract. other contractors may be engaged in performing work on. 23. The Contractor shall coordinate the Works with the works of other contractors.1 The Contractor shall not display.5. on the Site without written approval of the Engineer Division 01 Section 011000 Page 12 of 37 General .4 ADVERTISING 23.2.4. 23. 23. 22. or permit advertisements to be displayed.2 The Contractor shall be responsible for the proper coordination of all the Works including that required between different trades and different sub-contractors. for any purpose other than carrying out the Works.6 COORDINATION AND COOPERATION WITH OTHER CONTRACTORS 22.6.2 Each person nominated by the Contractor is subject to final approval by the Engineer. Sections. Clauses.0 22. 23.5.1 The arrangement of the Specifications into Divisions. Utility Agencies. 23.1 It shall be clearly understood that the management and supervisory staff proposed by the Contractor and approved by the Engineer shall be available on a full-time basis during the execution of the Works. UAE Title: DOCUMENT VOLUME 02.1 DESCRIPTION This section involves the Contractor’s on-Site operations and administration of the Contract.3 USE OF SITE The Contractor shall not use the Site. qualifications and previous appointments of the key Contractor’s Personnel.9 [Contractor’s Personnel] of the Conditions of Contract. DUBAI. laborers and other persons employed on or in connection with the Works. Materials and Workmanship] of the Conditions of Contract with respect to inspection and testing of the Works and Materials 23.2 The Contractor shall notify the Engineer seven working days in advance of any work to be done in order that inspection services may be provided.7.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.g.6.01 GENERAL SPECIFICATIONS ARCHITECTURE 23. and capacity of all Contractor’s Equipment employed on the Works. 23. 25.4. DUBAI.4.6. showing the type.5. making good or removal and re-execution of the same as soon as possible to the Engineer for his approval.10 (b) [ Records of Contractor’s Personnel and Equipment] of the Conditions of Contract. 23.4.2.2 This record shall be incorporated in the Contractor’s daily report.1 The Contractor’s attention is directed to the requirements of Sub-Clause 7 [Plant.5 INSPECTION OF WORK AND MATERIALS 23. duration of their engagement.4 Inspection by the Engineer during Defects Notification Period is to be performed as follows: 23.2 Whenever inspection or testing shows that any part of the Works is not in accordance with the Contract.1 The Engineer will give the Contractor due notice of his intention to carry out any inspections during the Defects Notification Period 23.8.1 Such measures shall be: a. At the expense of the Contractor. including those employed by subcontractors. the Contractor shall submit a daily record to the Engineer in a format to be approved by the Engineer.2 The Contractor’s Representative shall be present at the times and dates proposed by the Engineer.1 In addition to Sub Clause 6.7 PLANT AND EQUIPMENT RECORD 23.5.1 When any part of the Works is known or suspected to be defective.5. the Contractor shall submit a daily record to the Engineer in a format to be approved by the Engineer showing the number.8.5.10 (b) [Records of Contractor’s Personnel and Equipment] of the Conditions of Contract. inspection. the Contractor shall submit proposals for further testing.3 Inspection of any work or material by the Engineer or his authorized delegate shall not relieve the Contractor of its responsibility to ensure that such work and material is in accordance with the requirements of the Contract. model. 23. number of hours worked.3 Contractor’s Representative shall render all necessary assistance and take note of all matters and issues to which the Engineer calls attention. Division 01 Section 011000 Page 13 of 37 General . and description of craftsmen. 23. opening up. UAE Title: DOCUMENT VOLUME 02.6 LABOR RECORD 23. experimental making good).8 DEFECTIVE WORK 23. the Contractor shall take all necessary measures to establish the acceptability of such work (e. further testing.5. opening up. 23.5.8. 23. 23.5. 23.1 In addition to Sub Clause 6. the names.1 The Contractor must not rectify work.3 The Contractor shall note that rectification measures necessitating removal and replacement of sub-standard work may not be approved. and telephone numbers of representatives who can be contacted at any time. in case of emergency.12.3 Requirements of this Clause shall not limit the Contractor’s obligations under the Conditions of Contract.1 Throughout all working 23.2.1. 23. to the Engineer for approval.3 23. 23.01 GENERAL SPECIFICATIONS ARCHITECTURE b.2 The Contractor shall submit proposed rectification measures for parts of the Works.2 the progress of the Works. 23..11.1 The Contractor shall file with the Engineer.1 23.11.9 REPRESENTATIVES FOR EMERGENCIES 23. 23. wherever possible.1 The Contractor shall carry out the Works in such manner as to avoid interference with existing facilities. or other things that for the time being are not required for use by the Contractor may.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. with the consent of the Engineer. Free from rubbish and waste materials.4 23.2 In no case shall the Contractor interfere with the operation of existing facilities pipelines. in accordance with Sub-Clause 4.12.11.2. pipelines.11. In tidy and work man-like condition.12 HOUSEKEEPING 23.9. without approval.12.4 All costs and losses associated with rectification of sub-standard work shall be borne by the Contractor.11. addresses.9.10 MAINTAINING EXISTING FACILITIES IN OPERATION 23. which fails to meet the specified levels of accuracy. 23.2 23. etc. without first obtaining the permission of both the Engineer and the relevant Authority to which such facility pertains. which do not meet the specified levels of accuracy. Not considered as grounds for extension of time.13 FINAL CONDITIONS OF WORK Division 01 Section 011000 Page 14 of 37 General . 23. 23. 23. DUBAI. 23.1 Be removed from the Site.10. but otherwise 23. Any Temporary Works. Contractor’s Equipment. 23.12.1.17 [Contractor’s Equipment] of the Conditions of Contract: 23.12.12.10.2.2 Shall be dispersed about the Site in an orderly fashion and be properly and securely stored thereon.11. UAE Title: DOCUMENT VOLUME 02. the Contractor shall keep the Site and areas. cables etc.12. 23.11 NON-COMPLIANCE 23.2 These representatives must be fully authorized and empowered to immediately instruct whatever measures are necessary in order to correct unsafe or excessively inconvenient conditions. 5 Minutes of Meeting 24. Representative. All associated walkways. n.1.1 DESCRIPTION This section includes requirements for 24.3 23.13.2 KICK-OFF MEETING 24. Division 01 Section 011000 Project Title and Correspondence Contract Documents Letter of Acceptance (if any) Contract Dates Completion Dates for Sections Site Possession Site Establishment and Services Material Approvals Contract Programme Performance Bond Insurances Working Hours (Friday/ Holiday/ Overtime Working) Variations Materials on Site Page 15 of 37 General .2 23.1.3 Pre-Startup Conference 24.1. c.13.2. k.1 23.2. shall be complete.2.2 Progress Meetings 24. h.1 Kick-Off Meeting 24.3.3 24. or any Section or part thereof. DUBAI. i. UAE Title: DOCUMENT VOLUME 02. g.1 A Kick-Off Meeting shall be held at the Site prior to physical execution of the Works on site.1. the Employer. PROJECT MEETINGS 24. Contractor’s Equipment not needed for repair and adjustment consequent to operational tests shall not be left on the Site or on that Section or part of the Works to which the Contractor’s application relates. 24. e. j. parking areas and roadways. all items of work associated therewith.2. responsible for the supervision of the Works.0 Before application is made for the Employer to accept the Works.13.13.1. m. 24.4 Post-Construction Conference 24. the Project Manager and the Contractor. ready to operate and in a clean condition.2 This meeting shall be attended by the Engineer.01 GENERAL SPECIFICATIONS ARCHITECTURE 23. All trash. streets and lanes pertaining to the Works shall be completely cleaned.1 Topics of discussion will include but not necessarily be limited to the following: a. debris. unused building materials and temporary structures shall have been removed from the site of the work. d. l. f. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 The agenda shall be provided a minimum of 3 working days prior to the meeting by the Engineer. 24. etc.3. 24. The Engineer or his designee shall chair the meetings. b. p.3.01 GENERAL SPECIFICATIONS ARCHITECTURE o. x. 24. ee. materials and equipment resources and working extended hours. the meetings shall be attended by the representatives of regulatory agencies having jurisdiction over the Project. s. z.3. u. Progress reviews shall verify: a.3 Services Authorities Progress Meetings Site Personnel Method Statements Site Inspections Subcontractors Daily Reports Weekly Reports Monthly Reports Site Safety Valuations Value Engineering (if applicable) Adjustments for Changes in Cost/Fluctuations (if applicable) Delay Liquidated Damages Project Sign Boards Contractors Queries Any other business (AOB) PROGRESS MEETINGS 24. dd.2.3. t. d.1 In addition to the attendees named above. DUBAI. activity duration and cost data for Variations that will be incorporated into the construction schedule.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 Progress meetings shall be attended by the Engineer. Actual start and finish dates for activities completed during the update period. c. r. 24. UAE Title: DOCUMENT VOLUME 02. Remaining durations and percentage of completion for all activities not completed. the Project Manager and the Contractor. additional shifts. if required and such other persons as the Engineer may designate. 24. y. bb. Division 01 Section 011000 Page 16 of 37 General . cc. Logic. w.3 The time and location of the progress meetings shall be as directed by the Engineer.1 Progress meetings shall be held weekly to review work progress. Contractor’s proposed measures to recover lost time and bring the progress of the Works back on schedule by increasing manpower. q. v. aa. together with subcontractors who may attend when involved in the matters to be discussed or resolved but only when requested by the Engineer. The Engineer or his designee shall chair these meetings. Other items deemed necessary by the Engineer.3.6 POST-CONSTRUCTION CONFERENCE 24. The Contractor shall provide proposed agenda for the meeting. UAE Title: DOCUMENT VOLUME 02. 24.1 Additional unscheduled meetings required by the Contractor shall be submitted to the Engineer in writing. Start-up and validation prerequisites. the Contractor and its appropriate representatives. A list of completed activities.6. e.1 A post-construction conference shall be required prior to final inspection of the Works. the Project Manager. Start-up plan and schedule. 24. Other information required by the Engineer. c. Topics of discussion will include but not necessarily be limited to the following: a. f.5 PRE-STARTUP CONFERENCE 24. c. d.4 The Contractor shall submit the Weekly progress report which includes the information itemized below to the Engineer at least 2 working days prior to each progress meeting. DUBAI. 24. A list of activities planned to start in the next period. b.5.2 This conference requires attendance by the Engineer. A list of changes to planned starting dates and duration of all outstanding activities d.5. b. 24.3 The agenda shall be provided by the Engineer a minimum of 3 working days Division 01 Section 011000 Page 17 of 37 General . Temporary connections. 24. 24. a. a.4 ADDITIONAL UNSCHEDULED MEETINGS 24.6. system or sub-system. b. 24.1 A pre-startup conference shall be required prior to starting up any major part of the Works. c.6. the Engineer or his designee. Percentage of completion of each current activity. and Plant manufacturers (if necessary). The Contractor shall provide the names of all personnel who are required to attend.3 The agenda shall be provided by the Engineer a minimum of 3 working days prior to the conference.01 GENERAL SPECIFICATIONS ARCHITECTURE 24.2 This conference requires attendance by the Contractor.5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. A list of current activities with an estimate of time required for completion.4. 25. to contents of minutes within 2 days of receipt thereof.2 The Contractor shall submit the agenda for the Technical meetings a minimum of 2 working days prior to the meeting. Discussion and resolution of all unsettled matters. Includes drawings.1 DESCRIPTION This section describes requirements for the submittal of the Contractor’s Documents and other information by the Contractor.01 GENERAL SPECIFICATIONS ARCHITECTURE prior to the conference. brochures. 25. construction. b. fabrication. Security Interests and Claims Certificate as required by Sub Clause 7. and installation of the Works or a portion thereof.2 DEFINITIONS 25. Information must illustrate or describe manufacture. In the absence of any objection. if any. 24. 24. 24. diagrams.2. c.1 The Technical meetings shall be held on a weekly basis. bills of materials. suppliers or distributors. Warranties and insurances. detailed calculations.9 [Security Interest] of the Conditions of Contract d.2 The Contractor shall submit written objections. f.8. 24.7. e.7. and other data prepared specifically for the Works.3 The Contractor shall record the minutes of each Technical meeting. illustrations.8.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. plant manufacturers. his subcontractors.8. Correction of defects and deficiencies. b. 24.1 The Engineer will record minutes of each meeting. or fabricators.1 Product Data and Shop Drawings a.8 TECHNICAL MEETING 24.0 CONTRACTOR’S DOCUMENTS AND OTHER SUBMITTALS 25. c. UAE Title: DOCUMENT VOLUME 02.2.7 MINUTES OF MEETING 24. Other items deemed necessary by the Engineer. Topics of discussion will include but not necessarily limited to the following: a.2 Manufacturer’s Representatives Division 01 Section 011000 Page 18 of 37 General . DUBAI. Documents required to be submitted to the Contractor g. Information may be prepared by the Contractor. it shall be deemed that the Contractor accepts the minutes as a true and complete record of the meeting. 25. Schedules and procedures for the final inspection process. schedules. 3 with all current revision sheets included and superseded sheets removed.3 SUBMITTAL PROCEDURE 25. Plant or workmanship proposed for incorporation in the works b. Samples will establish standards by which the work will be judged.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Contractor prepared plans for Temporary Works and other facilities. c. operating. The Contractor shall make all corrections and changes to shop drawings and working drawings as required by the Engineer or the Engineer and resubmit until approved. Sales representatives or agents will not be acceptable. b.3.2. These manuals shall include part lists.3. Elements of work which may affect the safety of persons or property shall be checked and certified by a qualified health and safety engineer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Manuals shall comprise manufacturer’s written installation. Any standards referred to in the specifications. d.1.3 Working Drawings a.4 Samples a. Division 01 Section 011000 Page 19 of 37 General . pictures. d. maintenance and repair instructions. c.1 Only the Contractor shall be permitted to make submissions to the Engineer and the Engineer 25. 25.1 All data and correspondence prepared by subcontractors and suppliers shall be submitted through the Contractor.2. c. All submittals shall be in English b. sketches and diagrams specific to the Plant supplied in order to document the manufacturer’s requirements. 25. 25. c.5 Manuals / Technical Literature The Contractor shall obtain copies of the following which shall be retained on Site for the use of the Consultants. All relevant Codes of Practice. b. installing. a.2. a. Follow submittal procedures for shop drawings 25. Physical examples illustrating Materials. UAE Title: DOCUMENT VOLUME 02. Persons actively working at manufacturer’s factory with minimum 5 years’ experience b. BSI Handbook No. start-up. Such persons shall be familiar with actual processes and procedures of manufacturing. DUBAI. e. and operating the product. Calculations demonstrating adequacy of the Contractor’s design shall be submitted with the working drawings. The Contractor shall review submittals returned by the Engineer. Division 01 Section 011000 Page 20 of 37 General . It is deemed that prior to submission for approval the Contractor has verified all materials.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3. It is also deemed that prior to submission for approval the Contractor has coordinated information contained in the submittal with work requirements of other trades and subcontracts and accepts responsibility for the same.2 The Contractor shall prepare and furnish all submittals to the Engineer and Engineer in a timely manner so as not to delay the progress of the Works. working drawings. 25.3. 25. 25.1 [Contractor’s Claims] of the Conditions of Contract the Contractor shall notify Engineer in writing within 7 days of receiving submittal if contractor believes additional costs are incurred. the Employer reserves the right to deduct the cost of the Engineer’s time and the Engineer’s time to review all additional re-submittals (after the first re-submittal) from money due to the Contractor.3 Contractor shall prepare submittals in such a manner that no more Than one re-submission is necessary to obtain the Engineer and Engineer’s approval. samples and manuals required by the Contract Documents. If the Contractor fails to notify the Engineer of the extra costs or of the progress implications within the specified time the Contractor shall be deemed to have waived its entitlement to make such claim.4 The Contractor shall not deliver Materials or Plant to the Site and shall not incorporate these into the Works until they been approved or authorized in writing by the Engineer. b.01 GENERAL SPECIFICATIONS ARCHITECTURE d e f The Contractor shall determine if changes requested by the Engineer will result in extra cost or will affect progress. 25.3 The Engineer shall review and approve all shop drawings. DUBAI. a.3.2 Copies of all submittals having cost and time implications to the Contract shall be furnished to the Project Manager.3. a.3.3. product data. If more than one re-submittal is required. field measurements. UAE Title: DOCUMENT VOLUME 02.1 Such review and approval shall be for compliance with the Contract Requirements.3. field construction criteria and similar items and accepts responsibility for the same.3. 25. or if progress will be impeded.3. 25. In accordance with Sub-Clause 20. 3. 25. 25.01 GENERAL SPECIFICATIONS ARCHITECTURE 25.3. Division 01 Section 011000 Page 21 of 37 General . incorporated.4 Verify all dimensions before beginning any work depending on such data.1 Partial submissions may be returned to the Contractor without review.6. product data and samples in accordance with approved submittal schedule. working drawings.6.3.3.6 The Contractor shall submit full details of items. separately in a form acceptable to the Engineer. 25.2 Compare requested deviation with Contract requirement. DUBAI. working drawings.3. product data and samples for related Plant items and integrated system components at the same time. 25. 25. and completed work to ensure all components fit into the space available.3. Explain why deviation is equal to or better than contract requirement. not completely described on the Drawings.2 Coordinate dimensions shown on the Drawings as well as actual 25.3. approval. 25.7. a. 25. 25.1 The Contractor shall allow sufficient time for the Engineer’s review.6.7.7 The Contractor shall identify each and every deviation from the Contract Documents to the Engineer either on the shop drawing or in the letter of transmittal. adjacent.1 Explain reason for deviation 25. In addition the Contractor shall: 25.5.3.3.3 If the Contractor fails to identify deviations in a submittal then the Contractor shall not be relieved of the responsibility for executing work in complete conformance with Contract Documents even though such submittal has been approved.3.6.8.3. UAE Title: DOCUMENT VOLUME 02.3.8 The Contractor shall submit shop drawings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 Plant dimensions with measurements of existing. and transmittal back to the Contractor.3.7.5 The Contractor shall submit shop drawings.9 The Contractor shall direct Engineer’s attention either in writing or on the resubmitted documents to each and every revision other than those requested by the Engineer on previous submittals.3. Such submittal shall: 25.1 Adjust dimensions shown on the Drawings to reflect actual dimensions of Plant provided. 25. 7 The need for re-submission or the resultant delays in obtaining the Engineer’s review or approval thereon.1 The Contractor shall provide detailed drawings and written descriptions of both the assembly and components.4 SHOP DRAWINGS 25. 25. 25.2 Drawings shall indicate proposed installation of work as well as Materials and Plant being furnished. UAE Title: DOCUMENT VOLUME 02.4.3.4 The Engineer’s review shall not relieve the Contractor of the responsibility for accuracy.3.6 Large or multiple submittals may require additional time.10.1 Engineer’s review is for general conformance with the Contract requirements only.10. 25. proper fit.10.3 The Engineer’s review does not relieve the Contractor of the obligation and responsibility to co-ordinate and plan the details of the Works and fulfill the intent and purpose of the Contract.3. 25. 25. Shop drawings are not to be prepared after work has started or is complete.10. DUBAI.3. 25.10. 25.5 The Engineer reserves the right to require written confirmation from the Contractor that the comments placed on submittals stamped “Approved as Noted” will actually be implemented.3.3. shall not entitle the Contractor to a time extension for completion of the Contract or a Section thereof as the case may be.01 GENERAL SPECIFICATIONS ARCHITECTURE The Contractor shall not perform any work until shop drawings have been submitted to and approved by the Engineer.10.2 The Engineer’s review is to help the Contractor in discovering errors and omissions.10. unless unduly delayed. 25. 25. all work is still subject to the detailed requirement of the Contract Documents. In such instances the Contractor shall prioritize submittals and the Engineer will review and return them in the order of the highest priority.3. Division 01 Section 011000 Page 22 of 37 General .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.10 All submittals from the Contractor shall include a label or stamp which indicates that the submittal has been reviewed and approved by the Contractor for conformance to the Contract requirements Engineer’s Review: 25.4.3. or proper functioning and performance of work. 4.4.10 Recommended spare parts.9 Wiring diagram and control schematics.4.3. Submit prior to final acceptance.1.1.3.7 Utility requirements (power.3.4.3.5.3.4.3.1 Information shall include but not necessarily be limited to the following: 25.3 Design Criteria 25. penetrations etc.3.1.12 Deviation from requirements of the Contract 25.01 GENERAL SPECIFICATIONS ARCHITECTURE 25.3. bracings.1 Layout dimensions and component sizes including bases.7.3.1.1.5. 25.3. 25.4.4.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. water.5.8 Manufacturer’s rating or performance curves.3 Information shown on shop drawings shall be complete and sufficient for Engineer to review for compliance with the requirements of the Contract.1.4. DUBAI.3.4. 25.5.3.4.1.3.4 Copies of the Contract Drawings are not acceptable for submission as component arrangement (layout) drawings. at least 30 days prior to beginning work. 25.5.4.1 The Contractor shall submit 3 copies. 25. UAE Title: DOCUMENT VOLUME 02.1 Manufacturer’s guarantees and warranties.1 25. b.2. 25.3.5. 25.3.5 MISCELLANEOUS SUBMISSION 25. Submit original including organization registration stamp unless otherwise specified.11 Special tools 25.6 Components and assembly weights. permanent supporting structures. 25.4.1. unless otherwise specified.1. anchors.2 Division 01 Section 011000 Such schedule shall show the proposed date the Contractor will deliver each required submittal to the Engineer for review in format provided by the Engineer. The Contractor shall: a.2 Foundations.3.5 Detailed calculations for the capacities of product and materials proposed for use in the shop drawings.13 Additional requirements contained in individual Specification sections.4 Materials of construction 25.3 Submittal Schedule 25.2 Work Plans 25. 25. 25. etc.1.1.1. The Contractor shall furnish the submittal schedule within 21 Page 23 of 37 General .4.) 25.1.4.4. 25. 25. 3 Contractor’s Daily Report The daily record shall be signed by the Contractor’s Representative and shall: a. UAE Title: DOCUMENT VOLUME 02. 25.6 Reports 25. 25.5.5.6. An adequate number of photographs must be taken for inclusion in the monthly Contractors Progress Report in accordance with the specifications d. Safety and Fire Protection Plan is approved.5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5.1 Progress Report a. b.4. Be submitted on a daily basis no later than 9:00am the following day.6. The contractor shall be permitted to take progress photographs (with date shown) of the Works under construction.4.5 Accident Reports 25. c. Describe labor force and its allocation.5.1 25. DUBAI.6.1 The Contractor shall submit 3 copies unless otherwise specified.5. b. Work activities and procurement reports should be referenced where relevant to the approved Contractor’s Construction Program. 25. The Contractor is to provide and maintain Time-Lapse photography equipment of the site from a minimum of 2 near angles for the Empoyer's Representative to monitor progress and for the Employers marketing requirements. Safety and Fire Protection Plan No work shall commence on the site until the Health. b.01 GENERAL SPECIFICATIONS ARCHITECTURE calendar days of the Commencement Date.2 The Contractor shall submit 3 copies of its Project specific Health.5. Submission shall be in 6 copies unless otherwise specified 25. 25. 25.4 Health.2 Time-Lapse record a. Division 01 Section 011000 Page 24 of 37 General .5.21 [Progress Reports] of the Conditions of Contract. Safety and Fire Protection Plan.5. The Contractor shall prepare and submit the Progress Reports in accordance with Sub-clause 4. Contractor has to include Time-lapse record in monthly reports.5. 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 25. e.5.4 Submit warranties.1 The Contractor shall submit 6 copies unless otherwise specified. 25.8. Include list of items delivered to the Site. f.4 Describe Materials and Contractor’s Equipment utilized Describe work progress during the day Describe temperature and weather conditions. c. 25. e.8. 25. 25.01 GENERAL SPECIFICATIONS ARCHITECTURE c. within 28 days from date of issue of the Taking-Over Certificate or other reasonable time as is instructed by the Engineer in accordance with Sub-Clause 11.5. DUBAI. 25. b. and similar documents. in a tabular format acceptable to the Engineer a list of items to be completed and corrected (Punch List). Be submitted on weekly basis Include a list of materials and items procured.5.5. 25. final certifications.2 Submit a written undertaking in a form acceptable to the Engineer. The Contractor shall include the value for each item on the list.6.8.3 Advise the Employer. maintenance service agreements.1 [Completion of Outstanding Work and Remedying Defects] of the Conditions of Contract.5. UAE Title: DOCUMENT VOLUME 02.7.5. Procurement Status Report The procurement status report shall: a. bonds. and reasons why the work is not complete.7 Inspection and Test Reports 25.8. d.8 Close-out Submittals and Procedures With respect to the required close-out submittals and procedures the Contractor shall: 25.5 Obtain and submit releases permitting the Employer unrestricted use Division 01 Section 011000 Page 25 of 37 General . Describe any occurrence which may affect the progress of the Works. Provide references to all correspondence and transmittals between Contractor and the Engineer regarding approval of such Materials and items. of impending insurance changeover requirements. to complete and/or correct all items contained in the Punch List.5.5. to the satisfaction of the Engineer.1 Prepare.8. with copy to the Engineer. d. and maintenance. Safety and construction supervision organization a. adjustment. administrative.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI.5. 25.5.The Contractor shall advise the Engineer of changeover in security provisions.5.6 Prepare and submit Record (As-Built) Documents.14 Complete final cleaning requirements. use.5.9 Complete start-up testing of systems. operating certificates.01 GENERAL SPECIFICATIONS ARCHITECTURE of the Works and access to services and utilities. extra materials.8. 25.5. 25.10 Submit test/adjust/balance records.8. 25.9 Organizational Chart 25.8. spare parts. unused samples.8 Make final changeover of permanent locks and deliver keys to the Engineer. and similar items to locations designated by the Engineer.7 Deliver tools.16 Commence Instruction of the Employer's Personnel in operation. Quality Control.5.9. 25.2 This chart shall show the management.13 Submit changeover information related to the Employer's occupancy.5.5.5. 25.8. 25. and maintenance of systems and equipment.1 The Contractor shall submit for Engineer’s approval within 14 days the Commencement Date. The Contractor shall label with manufacturer's name and model number where applicable. 25. 25. construction tools.5. 25. 25.8.11 Terminate and remove temporary facilities from Site. together with mockups.5. operation.8. and similar elements.8.8. including touch-up painting.5. and operation and maintenance manuals.8.8. 25. UAE Title: DOCUMENT VOLUME 02.15 Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.5. and similar releases as applicable.12 Advise the Engineer of impending changeover in utilities.9. All personnel from the Contractor’s Representative through foreman level reporting to the Contractor’s Representative Division 01 Section 011000 Page 26 of 37 General . and maintenance of products. 25.8. Include occupancy permits.5. 11. d. etc.5.11 Correspondence All correspondence shall: 25.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. vendors. 25.5. 25.01 GENERAL SPECIFICATIONS ARCHITECTURE shall be shown on the chart b. Fences.11.10. gates and security lighting. a. The Contractor shall provide qualifications and experience of all personnel shown on Organizational Chart.3 The Contractor shall update the Organizational Chart whenever key personnel are reassigned 25. negligent in the performance of their duties c. Temporary facilities including accommodation.7.3 Clearly indicate the following on each document Division 01 Section 011000 Page 27 of 37 General . 25.1 Full details of the proposed Site layout of the Contractors facilities shall be submitted for approval by the Engineer prior to physical execution on site. 25.9. in the Engineer’s sole opinion.1 Be issued via transmittals and cover letters including attachments and enclosures. Contractor’s Equipment. UAE Title: DOCUMENT VOLUME 02. Exhibit inappropriate conduct b.5 The Engineer may direct the Contractor to remove from the Site Contractor’s personnel who.10.5.5. Storage areas including permanent dumping of excavated material and all debris.4 The Engineer may interview any of the Contractor’s proposed staff prior to approval. staff.9.5. The chart shall be accompanied by a description of personnel duties c.2 Site layout plan should include but not necessarily be limited to the following: a. DUBAI.5. Otherwise considered undesirable.5.10 Site Layout for Contractor’s Facilities 25. c.11. b.7.5. 25.2 Be submit on A4 size whenever possible 25.9. 25. visitors. Access to subcontractors. Are incompetent. 6.01 GENERAL SPECIFICATIONS ARCHITECTURE a. b. d. All works. Location of all services encountered Division 01 Section 011000 Page 28 of 37 General .6. All changes made during the construction process. Variations.6. e.1 Additional drawings may be issued to the Contractor by the Engineer as work progresses. Profiles of all pipelines. DUBAI. c.4. and Transmittals at the Site in good order and readily available to the Engineer. 4. Reinforcing details 5.1 Drawings forming part of the Contract are listed in the Schedule of Drawings 25.2 In addition to the requirements of the technical Specifications. b. record drawings shall be clearly and correctly marked and the Record Specifications annotated by the Contractor to show: a. The Contractor shall bring to the notice of the Engineer any detail or details that have been omitted from the Drawings and Specifications which are essential to the intended completeness of the Works.6.2 Compliance with Drawings a. 25.1 Contractor shall maintain one record copy of all Drawings. 25.6.6. Addenda. Existing and finished level. Specifications. Correspondence.3. during its progress. 6.4. the date the changes are made and those parts of the Works affected by the changes The Works as executed complete with: 1. 3. 25.4 Record Drawings and Specifications 25. Approved submittals.3 Additional Drawings 27. 2. c. 25. Dimensions. elevations and grades as shown on the Drawings. UAE Title: DOCUMENT VOLUME 02.6 Project Number Title of Project Contractor’s Name Date Correspondence Reference Number DRAWINGS 25. The Contractor shall complete the proposed work in every detail as specified. Details of support left in place.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6. and upon completion shall conform to the lines. c. Each drawing shall have the Contract details and Drawing Number detailed to the approval of the Engineer. The Contractor shall update these Drawings progressively as the Works proceed at its own expense.6. 25.4 Draft Record Drawings shall be submitted to the Engineer for his approval. 25. Quantity.5 The Engineer shall furnish the Contractor with electronic version of the original Contract Drawings in Autocad software.6.4. b. One set of diskettes.7 The Contractor shall not be entitled to any extra payment or extension of time for the preparation of the Record Drawings. Type of materials installed. The Contractor shall amend as and where required to portray the Works as actually constructed The Contractor shall prepare and supply the Engineer the revised transparencies and diskettes marked “As-Built” Record Drawings for his approval.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6 No final payment shall be made except for the work that has been completed in accordance with the Specification and has been duly represented on the “As-Built” Record Drawings. Five bound sets of “As-Built” Record Drawings. UAE Title: DOCUMENT VOLUME 02.6.7 25. DUBAI.4.6. and shall be finalized in accordance with any amendments required by him.4. One set of first copy negatives. 25.4. MISTAKE IN INFORMATION Division 01 Section 011000 Page 29 of 37 General . Any other information requested by the Engineer. 25.4. b.01 GENERAL SPECIFICATIONS ARCHITECTURE 7. 25. Quality c.3 Drawings shall be supplemented as necessary by schedules and data sheets indicating: a.6. On completion of the Works the Record Drawings shall be handed over to the Engineer together with the diskettes Record Drawing submission shall include: a. DUBAI.0 PREPARATION OF ASSET REGISTER The contractor has to prepare an “Asset Register” in the prescribed format as approved by the Employer’s Representative at least 6 months prior to the completion and handover of the Project. distortion of shape or dimension. The same needs to be submitted to the Consultant for verification.0 The Contractor shall be responsible for and shall pay the extra cost. In addition the Contractor shall comply with following. UAE Title: DOCUMENT VOLUME 02. deterioration. errors. model and serial number of asset  Capacity (in case of MEP) of asset  Quantity  Supplier name and contact details LIST OF SPARE PARTS (MEP & civil) complete with  Item description  Part number  Make and model pf the part  Quantity suggested by OEM for a minimum period of 2 years.1 EQUIPMENT/MATERIAL HANDLING AND STORAGE The Contractor shall be responsible for handling. loss.1 26. Division 01 Section 011000 Page 30 of 37 General . 27. degradation.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 26. or substitution. occasioned by any discrepancies.1 Contractor’s storage and handling procedures shall be designed to prevent damage.3 27. PROJECT LAYOUT DRAWING LIST OF INSTALLED ASSETS (MEP & civil) complete with  Location of asset  Description of asset  Make. storing and preserving equipment and material from the time of receipt to the time of acceptance by the Engineer. The minimum submission requirements are as below: 26.01 GENERAL SPECIFICATIONS ARCHITECTURE A. and which shall thereafter be submitted to the Employer’s Representative and needs to be updated accordingly. 27. or omission in drawings and other particular supplied by him whether they have been approved by the Engineer or not. 26. loss of identification.1. QUALITY CONTROL Detail of Quality Control requirements are provided in the Schedules. if any. Should instructions conflict with Contract Documents. UAE Title: DOCUMENT VOLUME 02. 27.3. boxes. landscaping. 27. the Contractor shall request clarification from Engineer before proceeding. 27.2.2. material handling and transportation equipment and other facilities 27. The Contractor shall protect paving. including each step in sequence.2 WORKMANSHIP 27.1.3. inspection and maintenance of special devices such as crates. 27.2 The Contractor shall not subject work or adjacent property to stresses or pressures that will endanger it.3 The Contractor shall identify equipment and material requiring special handling or testing. containers. vibration. Division 01 Section 011000 Page 31 of 37 General . and utility facilities from damage caused by mobile and stationary equipment.3. 27.1 The Contractor shall not load or permit a structure to be loaded in a manner that will endanger the structure. 27.3. 27.4 The Contractor shall comply with manufacturer’s published installation instructions in full detail.3.3.2 The handling procedure shall address the use.2 The Contractor shall perform work by persons qualified to produce workmanship of the specified quality. including jambs and soffits of openings used as passageways through which materials are handled. The Contractor shall protect finished surfaces. including vehicles delivering materials to the project site.3.1 The Contractor shall comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.1. DUBAI.3 PROTECTION OF PROPERTY 27.3 Existing Surfaces and Facilities: 27. dividers. 27.3. against possible damage resulting from the conduct of the work by trades.2.2. 27.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 The Contractor shall take positive action to protect existing surfaces and facilities from damage resulting from construction operations unless modifications to the surfaces or facilities are required as part of the Contract.3 The Contractor shall secure products in place with positive anchorage devices designed and sized to withstand stresses. slings.01 GENERAL SPECIFICATIONS ARCHITECTURE 27.3.2. and racking.3. 1.3.1 Products specified by Reference Standards or by description only. The Contractor shall provide and maintain adequate protection for adjacentstructures.2. PRODUCT OPTIONS 28.4.4.3 The Contractor shall comply with specifications and referenced standards as minimum requirements.3.3. 28. 27.3. DUBAI.1 PRODUCTS 28.3.1. or otherwise the Contractor shall protect those portions of adjacent structures that may be affected by the Works. 28. shore.2.2 Products of a similar nature shall be standardized. and fixtures free from injury or damage.2 Division 01 Section 011000 If products are specified by naming one or more manufacturers. apparatus.01 GENERAL SPECIFICATIONS ARCHITECTURE 27. It does not include machinery and equipment used for the preparation. brace underpin. a.4. equipment and manufactured items that are incorporated in the final Works. only the named manufacturers shall be used.4 New Work 27. 27. 28.3.2.1.3.1 The term “product” shall mean any material including proprietary goods.4. interchangeable and supplied by the same manufacturer as far as possible. a. Plant. The Contractor shall provide and maintain adequate protection against the weather at all times so as to preserve Work.3. UAE Title: DOCUMENT VOLUME 02. 28. 27. Materials. 27.0 MATERIALS AND EQUIPMENT 28.1.4. The Contractor shall not use items of Plant that are intended to from a part of the completed work as construction equipment without specific approval from the Engineer in each instance. The Contractor shall not permit traffic or material storage on finished surfaces. fabrication. provide and maintain adequate protection. All finished surfaces shall be clean and un-marred upon acceptance of the area.2 28.4. conveying and erection of the Works. Page 32 of 37 General . When required by law or for the safety of the Work.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Where some activity must take place on the finished surface in order to perform the Works. the specified product. in all respects. 28.01 GENERAL SPECIFICATIONS ARCHITECTURE 28. Division 01 Section 011000 28.4 A request for substitution constitutes a representation that the Contractor: a. transportation and the cost of the test itself. a. 28.1.2 The Contractor shall be responsible for all costs associated with product testing including labor. place of fabrication or from the site as required by the Engineer. Page 33 of 37 General .1. c. 28. Samples used for testing may only be incorporated into the Work with the written approval of the Engineer.3.1 Product testing shall be by an approved independent laboratory or a recognized testing organization.1 All products shall be tested as required by the Specifications. UAE Title: DOCUMENT VOLUME 02.1. Will coordinate the installation requirements of the substitution and will make all changes necessary for the Works to be complete in all respects. when required either by the Specifications or the Engineer.3. 28.3 Where the term “or approved equal” is included. PRODUCT ACCEPTANCE 28.3 Has investigated the proposed product and has determined that it meets or exceeds.2.3 Testing samples shall be taken at the place of origin.1. Will provide the same warranty for the substitution as the specified product.3.2.3. DUBAI.1.4 The Contractor shall provide all necessary facilities required for on site testing of products. d. Waive claims for additional costs resulting from the substitution which may subsequently become apparent. Samples that are of value after testing shall remain the property of the Contractor. 28.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3.5 The Contractor shall ensure that products are made available for testing sufficiently in advance of intended use so as to allow for testing. b. 28. the Contractor may submit a request for substitution for any manufacturer not specifically named.3. Cost of such changes shall be at the Contractor’s sole expense. b. goods and articles of every kind whether raw.4.4.4 Samples shall be furnished so as not to delay fabrication.2 New Materials 28. the Contractors name.6 28. “products” and “goods” shall mean all materials.4. name of the project.1 28. Written evidence of sources must be supplied as and when requested by the Employer's Representative. the whole quantity required to complete the work must be of the same type.1.4.3 All material samples shall be delivered to the Employer's Representative office in triplicate with all charges in connection therewith paid by the Contractor. DUBAI.3. 28.4. the date of submission and the specification clause number to which the sample refers.01 GENERAL SPECIFICATIONS ARCHITECTURE a. The Employer's Representative shall check and approve such samples with reasonable promptness only for conformance with the design concept of the Works and with the information given in the Contract documents. 28.1. and of the kinds and qualities Page 34 of 37 General . processed or manufactured and equipment and plant of every kind to be supplied by the Contractor for incorporation in the Permanent Works. Delays resulting from the time taken to test a product shall not be acceptable as cause for a claim.1.4. 28. In the case of larger items where samples are not normally called for. Changes will not be permitted without approval of the Employer's Representative.5 Each sample shall be properly labelled with the name and quality of the material.1.4. all components. 28. shall be tested to demonstrate compliance with the specified performance requirements.1 Definition 28.2.4 Prior to final inspection. new.4. allowing the Employer's Representative reasonable time for consideration of the sample submitted. UAE Title: DOCUMENT VOLUME 02. manufacturer and/or source.2 The terms “materials”.. The Works shall be in accordance with approved samples.1. Where a choice of manufacturer or source of supply is approved.1. manufacturers name.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. copies of relevant literature including alternatives shall be supplied in triplicate. 28.1 Division 01 Section 011000 All materials shall be suitable for the climatic and environmental conditions prevailing on Site. systems and subsystems. MATERIALS GENERALLY 28. 3 Substitute Materials 28. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE described in the Contract.4.4.5 The Contractor shall obtain the Engineer’s approval in writing for all materials prior to their incorporation in the Works. but no price addition shall be made in respect of any increase in quality or value of the accepted substitute material. 28.5. APPROVAL 28.3.4 All materials shall be to the satisfaction of the Engineer and shall be equal or superior to the materials specified for the use to which they are to be put. 28.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3.4.4. Materials shall be selected and manufactured items designed accordingly to withstand the relevant corrosive elements.4.2.2 A price reduction shall be made in respect of decrease in quality or value.1 Division 01 Section 011000 The Contractor shall supply to the Employer's Representative three copies of Page 35 of 37 General . etc.2. 28. 28.1 During the course of the Contract certain materials may be unobtainable despite the best efforts of the Contractor.3 All materials and products in contact with sewage or sewage environment shall be non-biodegradable. The Contractor may then offer substitute materials for the approval of the Employer/Employer's Representative. 28.4.6 Where materials to be used for any component have not been laid down in the Specifications.4.4.2.5 The Contractor will be held entirely responsible for obtaining imported materials on Site in sufficient time to maintain the Contract programme.4.4.1 28.2 Environmental conditions may be different in different parts of the Works. 28.2. 28.4.3 If the substitute materials are not accepted the Contractor shall not be relieved of any of his obligations under the Contract and shall be solely liable for any delay or loss occasioned by his failure to provide materials as specified. the Contractor shall use only those materials in such positions as have been proved in actual service to be the most suitable for the particular purpose. 28.3.4. 28.2. UAE Title: DOCUMENT VOLUME 02.4 Imported Materials 28. 6 Contractor should note that the Engineer’s approval to all goods and materials to be imported into Dubai will be further subject to a written statement from the supplier giving the maximum anticipated manufacture and delivery periods for each item to be provided. Unless otherwise specified or approved all holes and chases shall be formed. insert or fixing required by himself before the related work begins. three copies of all orders they may place for items of work or materials for fabricating any articles or things for which they have sub-contracted. plant. 28. 28. 28.2 The work comprises the supply of all labour.5.2 The Contractor shall obtain approval for the size and positions of any hole. UAE Title: DOCUMENT VOLUME 02. materials. No part of the Works shall be cut or drilled without approval.5. similarly Sub-Contractors shall supply. INSERTS AND FIXINGS 29. Any additional costs involved to ensure that the delivery dates are met will be borne by the Contractor. equipment and temporary hut with telephone / mobile phone facilities etc.5..3 The Contractor shall thereafter keep the Engineer informed of orders for and delivery dates of all materials.01 GENERAL SPECIFICATIONS ARCHITECTURE all orders placed by him and three copies of the suppliers confirmation of orders for the supply of materials for the construction of the permanent work or any item of permanent work or materials for the fabrication thereof.1 30. necessary for the installation of the provisional number of bored piles and caissons to the working loads as shown on the Contract Drawings. chase.1 30.0 The Contractor shall not place any order for materials without the approval of the Engineer which may be withheld until samples have been submitted and satisfactorily tested.5.5 The provision of the Specifications shall also apply to materials supplied under any subcontract.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 Approval by the Engineer as to the placing of orders for materials or as to samples or tests shall not prejudice any of the Engineer’s powers under the Contract. 28.5. HOLES.7 The project schedule for the works must include all critical material delivery dates. DESCRIPTION OF SUBSTRUCTURES AND SUPERSTRUCTURES 30. 29.0 28. The Contractor shall maintain records and perform tests as the Engineer may deem Division 01 Section 011000 Page 36 of 37 General . CHASE. through the Contractor. and any inserts or fixings shall be built-in at the time of construction. DUBAI.5. 28. 31.1 This applies to situations where the Employer requires employer’s nominated contractors to have access to the Site to undertake fit-out works.0 30.3 Unless otherwise stated. UAE Title: DOCUMENT VOLUME 02. NOMINATED SUB-CONTRACTOR 31.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI.2 It is required by the Main contractor to allow for coordination. the whole of the Works and materials are to be in accordance with the latest local authority requirements/regulations and the relevant British Standard Code of Practice. profit and attendance to manage the Nominated Sub Contractors and ensure delivery of their respective scope of works within the overall Project Program or Time for Completion as mentioned in this contract. any separate contractor and all workmen engaged by any separate contractor shall be required to fully comply with the site rules and regulations that apply to the Contractor's subcontractors and their workmen in order to access the site and to work within the Site. END OF SECTION 011000 Division 01 Section 011000 Page 37 of 37 General . 31.01 GENERAL SPECIFICATIONS ARCHITECTURE necessary for ensuring compliance with various provisions of the Specification.4 The work is to be executed in accordance with this Contract Documents and to the satisfaction of the Engineer. whilst the Contractor is in possession of the site. for the avoidance of doubt. In particular fully compliance with all of the contractor's health and safety site rules and regulation shall apply. 30. . Division 01 Section 011011 Page 1 of 3 2 2 2 2 Document Management . UAE Title: DOCUMENT VOLUME 02.4 RELATED DOCUMENTS………………………………………………………………………… SUMMARY……………………………………………………………………………………….3 1.1 1. INFORMATION MANAGEMENT……………………………………………………………… PERFORMANCE REQUIREMENTS…………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 011011 – DOCUMENT MANAGEMENT TABLE OF CONTENTS 1.. DUBAI.2 1. B.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. transmitting formal project correspondence. UAE Title: DOCUMENT VOLUME 02. such as o all outstanding RFIs Division 01 Section 011011 Page 2 of 3 Document Management . It is the Contractor’s responsibility to ensure this is the case. including General and Supplementary Conditions and other Division 01 Specification Sections. documents and information.1 RELATED DOCUMENTS A. Information management 2. a web-based information management system (“the System”) must be used for. including contractors. The bidder is responsible for obtaining from the selected system provider pricing and other information in relation to the project and for incorporating these details within the Bill of Quantities.4 The Contractor’s Tender must include provision for the cost of project-wide use of a web-based information management system during the construction phase and defects liability period. To ensure this. to enable direct print orders Permit faxing in and out. suppliers and their subsequent legal successors in title. DUBAI. Where it is necessary to transmit original signed documents. PERFORMANCE REQUIREMENTS Contractors benefit from using a web-based information management system through reduced cost. No installation or licenses should be needed by users Handle formal correspondence/ mail.3 INFORMATION MANAGEMENT A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 011011 – DOCUMENT MANAGEMENT 1. 1.2 SUMMARY A. apply to this Section. sub-contractors. However. and will be the only recognized method of. Specific requirements 3. To ensure efficient information management on the project. sub-sub-contractors. time savings and a reduction in project risk. the System must:          Be fully web based. all project participant organizations should also expect to enjoy these benefits. these shall be acceptable forms of correspondence only when they have been issued via the System first. The System will be used by all participants engaged on this project. so that the winning Contractor can ensure project-wide adoption. Additional clauses 1. to allow involvement of participants that are not web-enabled Handle bulk up/ downloads and zip up/ downloads Handle workflows and shop drawing approvals Include an on-line viewer with mark-up capabilities Automatically generate reports. 1. Section Includes: 1. with or without attachments Manage transmittals of drawings Integrate print shops. Drawings and general provisions of the Contract.  The system must have integration capability through APIs should the Client require an integration with their internal systems. END OF SECTION 011011 Division 01 Section 011011 Page 3 of 3 Document Management . Data loss must be no more than 24 hours in worst case scenario  Be provided by a vendor o with at least 10 years’ experience in web-based project collaboration o with at least 10 local support staff o with local reference projects  Be hosted by a neutral party/ hosting center. Systems hosted internally by the winning contractor are not acceptable due to intellectual property rights issues  Be provided at no direct cost to participants other than the winning contractor. to ensure early and widespread adoption.8%  Data to be hosted in no less than a Tier 4 Data Centre. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE o late drawing progress o status reports for drawings in workflows Reports must be exportable to Excel  Provide o unlimited system use.  The system must have a mobile interface for smartphones and tablets. DUBAI. uploads and downloads o any number of participants o unlimited storage capacity o unlimited training for participating organizations at no additional cost o 24/7 hotline support for all participants at no additional cost  Be fully available for project duration and for 12 months of defect liability period upon project completion  Allow each participant to download all their information at any time they choose.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.  Offer redundant internet connections to ensure stability and accessibility  Perform data backups several times daily or at least once every 24 hours  Have in place disaster recovery procedures guaranteeing full system accessibility within 12 hours of major disaster in main servers/ hosting centers.  Allow each participant to request archive disks with their complete information (cost to be paid by the requesting participant)  Be fully-redundant and have a guaranteed uptime of at least 99.  The system must have a module for compiling information collected during the construction period into electronic Operation & Maintenance manuals. 0 2. THERMOMETERS………………………………………………………………………………… SURVEYING EQUIPMENT……………………………………………………………………… 3 3 3 6 6 6 6 3.3 2. TEMPORARY UTILITY INSTALLATION…………………………………………………………. MATYERIALS…………………………………………………………………………………….2 1. SUMMARY………………………………………………………………………………………. QUALITY ASSURANCE…………………………………………………………………………..1 2.2 2.3 3..4 3..1 1. PROJECT CONDITIONS……………………………………………………………………….0 3. TERMINATION AND REMOVAL……………………………………………… 7 7 7 10 12 14 15 SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS Division 01 Section 015000 Page 1 of 15 Temporary Facilities & Controls .0 1.6 PRODUCTS…………………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.. 2 2 2 2 3 3 2.3 1..2 3. SUPPORT FACILITIES INSTALLATION………………………………………………………….4 2. GENERAL……………………………………………………………………. TEMPORARY FACILITIES………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.5 2.5 3. INSTALLATION..1 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS TABLE OF CONTENTS 1.. MOISTURE AND MOLD CONTROL…………………………………………………………… OPERATION. USE CHARGES………………………………………………………………………………….. DUBAI... INFORMATIONAL SUBMITTALS……………………………………………………………….. EQUIPMENT……………………………………………………………………………………… PERSONAL PROTECTIVE EQUIPMENT………………………………………………………. SECURITY AND PROTECTION FACILITIES INSTALLATION………………………………….6 EXECUTION……………………………………………………………………………………...5 GENERAL……………………………………………………………………………………….4 1. B. SUMMARY Section includes requirements for temporary utilities. testing agencies. staging areas.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Employer representative’s Consultants. including. but not limited to Employer. UAE Title: DOCUMENT VOLUME 02. C. and authorities having jurisdiction. and UL standards and regulations for temporary electric service. Allow other entities to use temporary services and facilities without cost.and Sedimentation-Control Plan: Show compliance with requirements of EPA Construction General Permit or authorities having jurisdiction. Erosion. DUBAI. Section 011000 "General Requirements" 1. Water and Sewer Service from Existing System: Water from Employer's existing water system is available for use without metering and without payment of use charges.1 A. Install service to comply with NFPA 70. Related Requirements: 1. B. Indicate Contractor personnel responsible for management of fire prevention program. 1. Provide connections and extensions of services as required for construction operations. 1.4 A. INFORMATIONAL SUBMITTALS Site Plan: Show temporary facilities. B. and parking areas for construction personnel. Division 01 Section 015000 Page 2 of 15 Temporary Facilities & Controls . Provide connections and extensions of services as required for construction operations. QUALITY ASSURANCE Electric Service: Comply with NECA. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. USE CHARGES General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. support facilities. NEMA.GENERAL 1.2 A.3 A. and security and protection facilities. utility hookups. whichever is more stringent. Electric Power Service from Existing System: Electric power from Employer's existing system is available for use without metering and without payment of use charges. C.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 1 . DUBAI. Division 01 Section 015000 Page 3 of 15 Temporary Facilities & Controls .OD corner and pull posts. with 42-mm OD top rails. with preservative-treated wood posts spaced not more than 2. Accessible Temporary ICC/ANSI A117. with galvanized barbed-wire top strand.5 A. Wood Enclosure Fence: Plywood. B. Acoustically enclosed partition walls shall be provided between the offices if they are to be housed within a single building.8 m high with galvanized-steel pipe posts. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Provide and maintain the following separate temporary offices accommodating the specified numbers of personnel for their exclusive use including acceptable circulation and office Storage space.8 m high with galvanized-steel pipe posts. 3.8-mm thick. B.8 m high.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Obtain required certifications and permits. framed with four 50-by-100-mm rails. temperature controls. minimum 1. minimum 60-mm OD line posts and 73-mm OD corner and pull posts[. galvanized-steel. UAE Title: DOCUMENT VOLUME 02. and protection of each permanent service during its use as a construction facility before Employer's acceptance.1. galvanized-steel. Portable Chain-Link Fencing: Minimum 50-mm. General: Prefabricated or mobile units with serviceable finishes.1 A. 1. chain-link fabric fencing.8-mm.4 m apart. PART 2 . Employer’s representative’s consultant and construction personnel office activities and to accommodate Project meetings specified as per list below. 3. 1. minimum 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. minimum 60-mm OD line posts and 73-mm. TEMPORARY FACILITIES Site Offices. chain-link fabric fencing.2 A. Provide galvanizedsteel bases for supporting posts. Egress: Comply with applicable provisions in Trakhees and PROJECT CONDITIONS Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation.PRODUCTS 2. maintenance.OD top and bottom rails. MATERIALS Chain-Link Fencing: Minimum 50-mm. with 42-mm.thick. regardless of previously assigned responsibilities. Keep office clean and orderly. and foundations adequate for normal loading. 2. Common-Use site Office to include Employer. C. 8m high) (v) Waste Paper Bin (vi) White Board (vii) Drawing Racks iii) Conference Room : 90 sq. side unit (c) Executive pneumatic height adjustable chair on castor with arm rests (d) Visiting chairs 4 and circular table (e) Executive storage / shelves (f) White Board ii) Staff Offices (2 for Employer’s Representative and 8 for Employer’s Representative’s Consultant) (a) Provide 10 rooms with a space requirement of 4m x 8.4m deepx1. facilities and toiletries for the exclusive use of the Employer's Representatives and Site Representatives.5m deep x 0. Division 01 Section 015000 Page 4 of 15 Temporary Facilities & Controls .2m wide x 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. provide and maintain the following furniture & equipment for the full duration of the Contract period: (i) Six Writing Desks with a working top of 1.01 GENERAL SPECIFICATIONS ARCHITECTURE i) Executive Offices: (2 offices – Employer’s Representative and Employer’s Representative’s Consultant) (a) Provide an executive office for of 4mx6m (b) Executive Table. (iii) 4-Drawer Low Steel Stationery Cabinet (0. (b) For each of the rooms.5m each.m It shall be equipped with the following: (a) 30 litres Bottled Type Hot & Cold Water Dispensers (4numbers) (b) Sink with drainer mounted on storage cabinets (c) Refrigerators of 500 litres capacity with freezer compartment.45m wide x0. Separate female and male sanitary accommodating the following minimum toilet cubicles and sanitary wares shall be provided.8m x 0. (2 numbers) (d) Dining Table with chairs for 12 persons (e) Microwave oven vi) Toilet facilities: Provide.6m high) (iv) 5-Shelf High Steel File Cabinet (1. They shall be equipped with a white writing board of reasonable size 20 sq. 75m (ii) Pneumatic height adjustable Chair on castors with arm rests. maintain and/or replenish all necessary modern sanitary accommodation.m for 6 persons v) Pantry :Provide and maintain an air-conditioned temporary pantry of 25 sq. DUBAI. UAE Title: DOCUMENT VOLUME 02.m with a table and a set of chairs sufficient for seating capacity of 20 persons iv) Meeting Room: Provide and maintain the following meeting rooms. Separate female and male sanitary accommodating the following minimum toilet cubicles and sanitary wares shall be provided. pillows and bed linens.2m wide x 0.2m wide x 0.01 GENERAL SPECIFICATIONS ARCHITECTURE (a) Male Toilet (i) 6 Toilet Cubicles with 3 Water Closets (ii) 6 Urinals (iii) 6 Wash Basins (b) Female Toilet (i) 2Toilet Cubicles with 2 Water Closets (ii) 2 Wash Basins (c) Unisex Showering Facility (i) 2 Toilet Cubicles with shower Mixer & Shower Head and seating bench Provide. DUBAI. UAE Title: DOCUMENT VOLUME 02.8m high) (h) First Aid Room (i) Provide a first aid post equipped and manned by a competent person suitably trained in administering first aid. (iii) Provide and maintain 12 metal wardrobes (1. Provide and maintain 12 metal wardrobes (1. Division 01 Section 015000 Page 5 of 15 Temporary Facilities & Controls . facilities and toiletries for the exclusive use of the Employer. maintain and/or replenish all necessary modern sanitary accommodation. (ii) Provide and maintain 6 sets of double-decked beds with 200mm thick spring mattresses.6m deep x 1. (ii) Provide and maintain 6 sets of double-decked beds with a. pillows and bed linens. 200mm thick spring mattresses. b.8m high) (g) Rest Room (i) Provide a Resting Room of 100 square meters for use by theSite Representatives for night shift work.6m deep x 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. (d) Male Toilet (i) 2 Toilet Cubicles with 3 Water Closets (ii) 2 Urinals (iii) 2 Wash Basins (e) Female Toilet (i) 2Toilet Cubicles with 2 Water Closets (ii) 2 Wash Basins (f) Resting Room (i) Provide a Resting Room of 100 square meters for use by the Site Representatives for night shift work. Storage and Fabrication Sheds: Provide sheds sized. and equipped to accommodate materials and equipment for construction operations. 3. provide vented. 2. open-flame heaters. 2. Heating Units: Listed and labeled for type of fuel being consumed. with class and extinguishing agent as required by locations and classes of fire exposures. PERSPONAL PROTECTIVE EQUIPMENT Provide Mandatory PPE requirement for all Site personal employed by Employer’s Representative and Employer’s Representative’s Consultant not limited to 1.5 A. Provide additional PPE requirements for site visitors 1. Permanent HVAC System: If Employer authorizes use of permanent HVAC system for temporary use during construction. UL rated.01 GENERAL SPECIFICATIONS ARCHITECTURE (ii) The facility shall be clearly marked with a red crescent and clear lettering reading “First Aid” in English and local languages. DUBAI.3 A. 2. EQUIPMENT Fire Extinguishers: Portable. in a location approved by the Employer's Representative. 1. provide filter with MERV of 8 at each return-air grille in system and remove at end of construction and clean HVAC system as required in Section 017700 "Closeout Procedures". liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 4. Safety Shoes Safety Helmet Torch lights with replenishable battery (5 numbers) Any other safety equipment required under safety regulations and authorities B. by a qualified testing agency acceptable to authorities having jurisdiction. Division 01 Section 015000 Page 6 of 15 Temporary Facilities & Controls . furnished. and marked for intended location and application. Daily records of data must be provided by the Contractor. Use of gasoline-burning space heaters. 2. Provide and maintain 10 safety helmets and 10 pairs of safety boots of assorted sizes for the exclusive use of visitors. self-contained.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or salamander-type heating units is prohibited. HVAC Equipment: Unless Employer authorizes use of permanent HVAC system. THERMOMETERS The Contractor shall provide and maintain in good working order maximum and minimum thermometers for measuring atmospheric shade temperature.4 A. 2. C. 3. UAE Title: DOCUMENT VOLUME 02. B. tapes. Connect temporary sewers to as per local authority’s requirement. at all times. for the duration of the Contract. 4. GENERAL Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. The Contractor shall provide at all times for the duration of the Contract. 5. Locate facilities to limit site disturbance as specified in Section 011000 "Summary. Division 01 Section 015000 Page 7 of 15 Temporary Facilities & Controls .6 A. 3. to make connections for temporary services. Provide each facility ready for use when needed to avoid delay. one level and tripod of the quick set type. in good repair and adjustment. The Contractor shall provide. UAE Title: DOCUMENT VOLUME 02. The Contractor shall also be responsible for providing suitable protective clothing and safety equipment for his own workmen. setting out pegs. TEMPORARY UTILITY INSTALLATION General: Install temporary service or connect to existing service. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. SURVEYING EQUIPMENT The Contract shall provide and maintain for the use of the Employer's Representative all surveying equipment as detailed below 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. and suitable levelling staffs graduated in metres.2 A. one level and tripod with horizontal circle. 2. PART 3 ." Arrange with utility company. for the exclusive use of the Employer's Representative. 1. The Contractor shall be solely responsible for all instruments and equipment and shall ensure that they are. Such instruments shall include total station. etc.1 A. B. and existing users for time when service can be interrupted. INSTALLATION. ranging rods. B. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. all chainmen necessary for the carrying out of his duties in connection with the Contract. 3. access to and the use of all survey instruments and equipment required by the Employer's Representative as the Employer's Representative may deem necessary for the carrying out of his duties in connection with the Contract. Employer. if necessary. 1. leveling instrument of reputed brand with latest technology and tripod capable of reading to 20 seconds. 1.EXECUTION 3. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. Relocate and modify facilities as required by progress of the Work. G. E. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. Maintain equipment in a condition acceptable to Employer. 1. operation.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. number. UAE Title: DOCUMENT VOLUME 02. DUBAI. Comply with requirements of authorities having jurisdiction for type. Provide additional telephone lines for the following: Division 01 Section 015000 Page 8 of 15 Temporary Facilities & Controls . as directed by Employer. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. H. Sanitary Facilities: Provide temporary toilets. Provide and maintain individual direct telephone line connections Under a PABX system to each personnel as specified above and facsimile services to each office for the full duration of the contract period. Install electric power service overhead unless otherwise indicated. capacity. 1. inspections. and power characteristics required for construction operations. 2. Water Service: Connect to Employer's existing water service facilities. K. Install one telephone line(s) for each site officer. Electric Power Service: Provide electric power service and distribution system of sufficient size.01 GENERAL SPECIFICATIONS ARCHITECTURE C. observations. D. 1. Electric Power Service: Connect to Employer's existing electric power service. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. I. Select equipment that will not have a harmful effect on completed installations or elements being installed. F. J. and traffic conditions. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction. location. Clean and maintain water service facilities in a condition acceptable to Employer. Connect temporary service to Employer's existing power source. and drinking water for use of construction personnel. restore these facilities to condition existing before initial use. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption. wash facilities. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. and maintenance of fixtures and facilities. At Substantial Completion. Dimension X Plus latest version license www. Autodesk Building Design suite latest (Revit + AutoCAD) – 6 nos a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Primavera (P6) licenses – 2 nos g. Windows Server & Backup .za – 1 no h. L. Display: 22-inch LCD monitor with 2gb display card Video RAM Key board and Mouse Network Connectivity: 100/1000 Base Ethernet – a separate network for Employer & Employer Representative’s Consultant Productivity Software: a. Electronic Communication Service: Provide 25 desktop computers in the primary site offices for use by Employer’s representative’s consultant and Employer to access project electronic documents and maintain electronic communications.0 or higher. Latest AutoCAD licenses. Processor: Intel Core i7 (4/8 Core) process with the latest configuration & Memory: 8 gigabyte with latest Windows operation system Disk Storage: 1terrabyte hard-disk drive and combination DVD-RW/CD-RW drive. c. post a list of important telephone numbers. WinQS latest version license of the full package www.0 or higher. Ambulance service. 2014 or higher.za – 1 no i. At each telephone. Equip computer with not less than the following: 1. for all computers e. Principal subcontractors' site and home offices.co.winqs. Employer’s representative’s consultant's office. 8. a. 3.2 Police and fire departments. Provide a dedicated telephone line for each person Facsimile machine . b. Employer's office. DUBAI. Anti-Virus program with live updates c. 2. for all computers d. g. UAE Title: DOCUMENT VOLUME 02. e. 6. 2. d. b. Contractor's home office. monthly & yearly as per industry standard GFS basis. Excel. including Word. and Outlook for all computers b. Backup system to be provided for daily. MS Project latest version – 2 nos Printer: a. WinZip 7.Provide a windows latest server dedicated control for consultant usage. weekly. 4. 7.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Adobe Reader 9.for all remaining systems f. Contractor's emergency after-hours telephone number. Microsoft Office Professional. f. Color laser photocopier of A3 size-2 nos with automated scanner feeder connected by network & wifi Division 01 Section 015000 Page 9 of 15 Temporary Facilities & Controls .co.winqs. 5. A0 color plotter -1 nos Fax machine – 1nos Digital camera – minimum 14mega pixel – 4 nos (i) Stationery supply a. and sheds located within construction area or within 9 m of building lines that is noncombustible according to ASTM E 136. A0. 3. DVDs (Replenishable Supplies) Internet Service: Broadband modem. compacting. Locate temporary roads and paved areas on Drawings.A4 Papers (Replenishable Supplies) c. Construct and maintain temporary roads and paved areas adequate for construction operations. Provide construction for temporary offices. as necessary for construction operations. 10. Reapply treatment as required to minimize dust. SUPPORT FACILITIES INSTALLATION General: Comply with the following: 1. spyware. equipped with hardware firewall. router and ISP. providing minimum 12 Mbps Upload & download speeds at each computer for unlimited usage. Comply with NFPA 241.A2. shops. Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same location as permanent roads and paved areas." Recondition base after temporary use. LCD Projector and screen for presentations Provide dust-control treatment that is nonpolluting and nontracking. including removing contaminated material. Division 01 Section 015000 Page 10 of 15 Temporary Facilities & Controls . Maintain support facilities until Employer’s representative’s consultant schedules Substantial Completion inspection.A3. proofrolling. virus. DUBAI. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Section 312000 "Earth Moving.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. d. C. 9. Necessary Stationery (Replenishable Supplies) b. under conditions acceptable to Employer. phishing.3 A. UAE Title: DOCUMENT VOLUME 02. and testing. c. Remove before Substantial Completion. 3. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations.01 GENERAL SPECIFICATIONS ARCHITECTURE b. 1.A1. and spam protection in a combined application. regrading. Extend temporary roads and paved areas. CD-R Compact Discs. B. 11. 1. 2. Personnel remaining after Substantial Completion will be permitted to use permanent facilities. within construction limits indicated. 2. Internet Security: Integrated software. providing software firewall. Remove snow and ice as required to minimize accumulations. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. and utilities. 3. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. excavations. Project Signs: Provide Project signs as indicated. Provide temporary. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal. 2. 1. E.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Maintain access for fire-fighting equipment and access to fire hydrants. 2. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. Comply with progress cleaning requirements in Section 017300 "Execution." Traffic Controls: Comply with requirements of authorities having jurisdiction. Protect existing site improvements to remain including curbs. Unauthorized signs are not permitted. 1. Maintain and touchup signs so they are legible at all times.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. Division 01 Section 015000 Page 11 of 15 Temporary Facilities & Controls . H." I. 2. 1. D. K. Temporary Stairs: Until permanent stairs are available. Comply with requirements of authorities having jurisdiction. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. Parking: Provide temporary parking areas for Employer and Employer representative F. Maintain Project site. pavement. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. provide temporary stairs where ladders are not adequate. a. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before Substantial Completion. DUBAI. UAE Title: DOCUMENT VOLUME 02. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities. directional signs for construction personnel and visitors. Repair hot-mix asphalt base-course pavement before installation of final course according to Section 321216 "Asphalt Paving." J. and construction free of water. G. Division 01 Section 015000 Page 12 of 15 Temporary Facilities & Controls . 1. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. Perform control operations lawfully. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. At Substantial Completion. G. barriers. operate temporary facilities. and subsoil contamination or pollution or other undesirable effects. and other improvements at Project site and on adjacent properties. E. If stairs become damaged. M. furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. Provide protective coverings. Repair damage to existing facilities. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary Tree and Plant Protection. and erosion. signs. waterway. C. SECURITY AND PROTECTION FACILITIES INSTALLATION Protection of Existing Facilities: Protect existing vegetation. and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion.01 GENERAL SPECIFICATIONS ARCHITECTURE L. roaches. equipment. devices. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents. restore stairs to condition existing before initial use. restore damaged areas so no evidence remains of correction work. or other procedures to protect stairs and to maintain means of egress. Site Enclosure Fence: Prior to commencing earthwork." F. and conduct construction as required to comply with environmental regulations and that minimize possible air. utilities. Temporary Use of Permanent Stairs: Use of new stairs for construction traffic will be permitted. Environmental Protection: Provide protection. flooding. DUBAI. using environmentally safe materials. structures. UAE Title: DOCUMENT VOLUME 02. Existing Stair Usage: Use of Employer's existing stairs will be permitted. Protect tree root systems from damage.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. provided stairs are protected and finishes restored to new condition at time of Substantial Completion. Temporary Erosion and Sedimentation Control: Comply with local requirement D. provided stairs are cleaned and maintained in a condition acceptable to Employer. B. except those indicated to be removed or altered. 3. H.4 A. and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades. Seal joints and perimeter. Lock entrances at end of each work day. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. 2. 4. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. Maintain security by limiting number of keys and restricting distribution to authorized personnel. construct partitions according to the rated assemblies. Where heating or cooling is needed and permanent enclosure is not complete. in progress and completed. and similar activities. Construct vestibule and airlock at each entrance through temporary partition with not less than 1219 mm between doors. Barricades. DUBAI. Protect air-handling equipment. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations. foul weather. from exposure. Warning Signs. Provide temporary weathertight enclosure for building exterior. Equip partitions with gasketed dustproof doors and security locks where openings are required. Insulate partitions to control noise transmission to occupied areas. 7. including warning signs and lighting. extending sheets 460 mm up the sidewalls. insulate temporary enclosures. M. 2. Where fire-resistance-rated temporary partitions are indicated or are required by authorities having jurisdiction. Overlap and tape full length of joints. Cover floor with two layers of 6-mil polyethylene sheet. and fire-retardant-treated plywood on construction operations side. J. Provide walk-off mats at each entrance through temporary partition. 6. Maintain water-dampened foot mats in vestibule. 5. 3. a. 1. Temporary Enclosures: Provide temporary enclosures for protection of construction. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Employer and his consultants from fumes and noise. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side. I. and similar violations of security. Cover floor with fire-retardant-treated plywood.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Provide lockable entrances to prevent unauthorized entrance.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. K. UAE Title: DOCUMENT VOLUME 02. Division 01 Section 015000 Page 13 of 15 Temporary Facilities & Controls . 1. other construction operations. L. vandalism. theft. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side. Prohibit smoking in construction areas.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. protect materials from water damage and keep porous and organic materials from coming into prolonged contact with concrete. 4. Review needs with local fire department and establish procedures to be followed. C. Supervise welding operations. Discard or replace water-damaged and wet material. Match hose size with outlet size and equip with suitable nozzles.01 GENERAL SPECIFICATIONS ARCHITECTURE N. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and conditioning of building. replace. 3. combustion-type temporary heating units. 2. Division 01 Section 015000 Page 14 of 15 Temporary Facilities & Controls . Keep interior spaces reasonably clean and protected from water damage. 1. 4. B. Provide temporary standpipes and hoses for fire protection. MOISTURE AND MOLD CONTROL Contractor's Moisture Protection Plan: Avoid trapping water in finished work. manage fire prevention program. when materials are subject to wetting and exposure and to airborne mold spores. Comply with NFPA 241. UAE Title: DOCUMENT VOLUME 02. 2. Remove materials that cannot be completely restored to their manufactured moisture level within 48 hours. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. and similar sources of fire ignition according to requirements of authorities having jurisdiction. Instruct personnel in methods and procedures. Do not load or install drywall or other porous materials or components. 2. into partially enclosed building. D. Post warnings and information. Discard. Control moisture and humidity inside building by maintaining effective dry-in conditions. 3.5 A. DUBAI. 5. Exposed Construction Phase: Before installation of weather barriers. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. or items with high organic content. or clean stored or installed material that begins to grow mold. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing the material in drywall or other interior finishes. when installed materials are still subject to infiltration of moisture and ambient mold spores. protect as follows: 1. Document visible signs of mold that may appear during construction. maintain as follows: 1. 3. humidity control. Repair damaged Work. B. and clean permanent facilities used during construction period. At Substantial Completion. when it has been replaced by authorized use of a permanent facility. ventilation. 1. restore permanent construction that may have been delayed because of interference with temporary facility. or no later than Substantial Completion. Materials and facilities that constitute temporary facilities are property of Contractor. and replace construction that cannot be satisfactorily repaired. Complete or. Termination and Removal: Remove each temporary facility when need for its service has ended. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. renovate. 1. and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. Employer reserves right to take possession of Project identification signs. 2. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. Maintain operation of temporary enclosures. UAE Title: DOCUMENT VOLUME 02. Maintenance: Maintain facilities in good operating condition until removal." END OF SECTION 015000 Division 01 Section 015000 Page 15 of 15 Temporary Facilities & Controls . heating. limit availability of temporary facilities to essential and intended uses. cooling. C.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. if necessary. repair. TERMINATION AND REMOVAL Supervision: Enforce strict discipline in use of temporary facilities. D. OPERATION. DUBAI. To minimize waste and abuse.6 A. clean exposed surfaces. DIVISION 03 ________________________________________________________________________ CONCRETE . REPAIRS………………………………………………………………………………………….7 2.1 2. ERECTION……………….. QUALITY ASSURANCE………………………………………………………………………….……………………………………………………………………….4 1. GFRC MIXES……………………………………………………………………………………..8 2. CONNECTORS AND MISCELLAENOUS MATERIALS………………………… PANEL FRAME MATERIALS…………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02.2 2. CLEANING AND PROTECTION………………………………………………………………. DELIVERY.. GFRC MATERIALS…………………………………………….5 EXECUTION…………………………………………………………………………………….2 3..0 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 034900 – GLASS-FIBER-REINFORCED CONCRETE (GFRC) TABLE OF CONTENTS 1. STORAGE AND HANDLING……………………………………………………… 2 2 2 2 2 3 3 2.0 3.6 GENERAL……………………………………………………………………………………….………………………………… ANCHORS.6 2..………………………………………………………………………. PERFORMANCE REQUIREMENTS…………………………………………………………….2 1. 8 8 8 9 9 10 Division 03 Section 034900 Page 1 of 10 Glass-Fiber-Reinforced Concrete (GFRC) .3 3.4 3..11 PRODUCTS……………………………………………………………………………………..4 2..10 2. MOLD FABRICATION…………………………………………………………………………… GFRC FABRICATION…………………………………………………………………………… FABRICATION TOLERANCE…………………………………………………………………… FINISHES………………………………………………………………………………………… SOURCE QULAITY CONTROL…………………………………………………………………. MOLD MATERIALS………………………………………………………………………………. SUBMITTALS………….9 2. RELATED DOCUMENTS.3 1. SUMMARY………………………………………………………………………………………. 4 4 4 5 5 5 6 6 6 7 7 8 3.0 2.…………………………………………………………………………...1 1. DUBAI.. PANEL FRAME FABRICATION…………………………………………………………………. EXAMINATION………………………………………………………………………………….5 1.5 2. ERECTION TOLERANCE……………………………………………………………………….1 3.3 2. Thickness of facing mix. and bonding pads for typical panels. including General and Supplementary Conditions and Division 01 Specification Sections. DUBAI. 1. anchors. and details of flex. apply to this Section. Erection details. Other items sprayed into panels. including the following: 1.GENERAL 1. and connection hardware. Relationship to adjacent materials. 6. PERFORMANCE REQUIREMENTS Structural Performance: Provide GFRC panels. UAE Title: DOCUMENT VOLUME 02. SUBMITTALS Product Data: For each type of product indicated. including panel frames. 10. Division 03 Section 034900 Page 2 of 10 Glass-Fiber-Reinforced Concrete (GFRC) . panel frames.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and seismic anchors for typical panels. 3. according to load factors and combinations established in PCI MNL 128. SUMMARY This Section includes glass fiber reinforced concrete (GFRC) panels consisting of GFRC. capable of withstanding the following design loads as well as the effects of thermaland moisture-induced volume changes. Finishes. Erection sequence for special conditions. Panel frame details for typical panels. GFRC backing. 5. Location and details of connection hardware attached to structure. Panel elevations. including sizes. 12. 7.1 A. sections. anchors." 1. Shop Drawings: Show fabrication and installation details for GFRC panels. 11. Size.3 A. Structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. "Recommended Practice for Glass Fiber Reinforced Concrete Panels. thickness. 9. 2. location. B. Related Sections include the following: 1. and connections. Joint and connection details. Include GFRC design mixes.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 034900 – GLASS-FIBER-REINFORCED CONCRETE (GFRC) PART 1 . RELATED DOCUMENTS Drawings and general provisions of the Contract. B. 4. Section 055000 Metal Fabrications Section 079200 "Joint Sealants" 1. gravity.4 A. 8. and dimensions. and yield strength of various members.2 A. spacings. 2. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and field hardware. Samples: Representative of finished exposed face of GFRC showing the full range of colors and textures expected. Mill Certificates: Obtain certified mill test report from manufacturer of structural-steel shapes and hollow structural sections used in panel framing indicating compliance of these products with requirements. 1. inserts. Research/Evaluation Reports: For GFRC. Comply with AISC's "Specification for the Design of Steel Hollow DELIVERY. QUALITY ASSURANCE Manufacturer Qualifications: A qualified manufacturer who participates in PCI's Plant Certification Program and is designated a PCI-Certified Plant for Group G . Place nonstaining resilient spacers between panels. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 13. 2. PCI Manuals: Comply with requirements and recommendations in the following PCI manuals unless more stringent requirements are indicated: 1. C. STORAGE AND HANDLING Handle and transport GFRC panels to avoid damage. AISC Specifications: Structural Sections. by a qualified professional engineer experienced in GFRC design. Engineering responsibility includes preparation of Shop Drawings and comprehensive engineering analysis. D. 400 by 400 mm and of actual thickness. 1. "Manual for Quality Control for Plants and Production of Glass Fiber Reinforced Concrete Products. "Recommended Practice for Glass Fiber Reinforced Concrete Panels. Manufacturer's responsibility includes fabricating GFRC panels and providing professional engineering services needed to assume engineering responsibility for GFRC panels. cast-in. Source Limitations: Obtain GFRC panels through one source from a single manufacturer." 1.5 A. F. based on GFRC production test values. and anchors." F. C." PCI MNL 130. Source Quality-Control Test Reports: For GFRC. B. AISI Specifications: Comply with AISI's "Specification for the Design of Cold-Formed Steel Structural Members. DUBAI. 1.6 A.Glass Fiber Reinforced Concrete. 2." E. PCI MNL 128. Division 03 Section 034900 Page 3 of 10 Glass-Fiber-Reinforced Concrete (GFRC) . Description of loose. E. Source Quality-Control Program: For GFRC manufacturer. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. 3. B. Support panels during shipment on nonstaining material. Protect panels from dirt and damage during handling and transport. Store GFRC panels to protect from contact with soil, staining, and physical damage. 1. 2. 3. Store panels with nonstaining resilient supports in same positions as when transported. Store panels on firm, level, and smooth surfaces. Place stored panels so identification marks are clearly visible. PART 2 - PRODUCTS 2.1 A. MOLD MATERIALS Molds: Rigid, dimensionally stable, nonabsorptive material, warp and buckle free, that will provide continuous and true GFRC surfaces; nonreactive with GFRC and capable of producing required finish surfaces. 1. 2.2 A. Mold-Release Agent: Commercially produced liquid-release agent that will not bond with, stain, or adversely affect GFRC surfaces and will not impair subsequent surface or joint treatments of GFRC. GFRC MATERIALS Portland Cement: ASTM C 150, Type I, II, or III. 1. 2. 3. For surfaces exposed to view in finished structure, use white or buff type, brand, and source throughout GFRC production. Metakaolin: ASTM C 618, Class N. Colour pigment RAL code as per Architects Details. B. Glass Fibers: Alkali resistant, with a minimum zirconia content of 16 percent, 25 to 50 mm long, specifically produced for use in GFRC, and complying with PCI MNL 130. C. Sand: Washed and dried silica, complying with composition requirements of ASTM C 144; passing 0.85-mm sieve with a maximum of 2 percent passing 0.15-mm sieve. D. Coloring Admixture: ASTM C 979, synthetic mineral-oxide pigments or colored waterreducing admixtures, temperature stable, nonfading, and alkali resistant. E. Water: Potable; free from deleterious material that may affect color stability, setting, or strength of GFRC and complying with chemical limits of PCI MNL 130. F. Chemical Admixtures: chloride ions. Division 03 Section 034900 ASTM C 494/C 494M, containing not more than 0.1 percent Page 4 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.3 A. ANCHORS, CONNECTORS, AND MISCELLANEOUS MATERIALS Carbon-Steel Shapes and Plates: ASTM A 36/A 36M. Finish steel shapes and plates less than 4.76 mm thick as follows: 1. B. Finish: Shop primed with SSPC-Paint 25 on surfaces prepared to comply with SSPCSP 2, "Hand Tool Cleaning," or better. Carbon-Steel Bars: ASTM A 108, AISI Grade 1018. Finish steel bars less than 4.76 mm thick as follows: 1. Finish: Shop primed with SSPC-Paint 25 on surfaces prepared to comply with SSPCSP 2, "Hand Tool Cleaning," or better. C. Malleable-Iron Castings: ASTM A 47/ A 47M Grade 22010. D. Carbon-Steel Castings: ASTM A 27/A 27M, Grade 415-205. E. Bolts: ASTM F 568M or ASTM A 325M. 1. 2.4 A. PANEL FRAME MATERIALS Cold-Formed Steel Framing: Manufacturer's standard C-shaped steel studs, complying with AISI's "Specification for the Design of Cold-Formed Steel Structural Members," minimum uncoated steel thickness of 1.37 mm)[ of web depth indicated], with stiffened flanges, Ushaped steel track, and of the following steel sheet: 1. B. Primer: SSPC-Paint 25 on surfaces prepared to comply with SSPC-SP 2, "Hand Tool Cleaning," or better. Steel Channels and Angles: ASTM A 36/A 36M, finished as follows: 1. 2.5 A. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, structural-steel sheet, Z180 zinc coating, of grade required by structural performance of framing. Hollow Structural Sections: Steel tubing, ASTM A 500, Grade B, or ASTM A 513. Finish hollow structural sections with wall thickness less than 4.76 mm as follows: 1. C. Finish: Zinc coated by hot-dip process according to ASTM A 123/A 123M, after fabrication, and ASTM A 153/A 153M, as applicable. Primer: SSPC-Paint 25 on surfaces prepared to comply with SSPC-SP 2, "Hand Tool Cleaning," or better. GFRC MIXES Backing Mix: Proportion backing mix of portland cement, glass fibers, sand, and admixtures to comply with design requirements. Provide nominal glass-fiber content of not less than 5 percent by weight of total mix. Division 03 Section 034900 Page 5 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Face Mix: Proportion face mix of portland cement, sand, facing aggregates, and admixtures to comply with design requirements. C. Mist Coat: Portland cement, sand slurry, and admixtures; of same proportions as backing mix without glass fibers. D. Polymer-Curing Admixture: 6 to 7 percent by weight of polymer-curing admixture solids to dry portland cement. E. Coloring Admixture: Not to exceed 10 percent of cement weight. 2.6 A. PANEL FRAME FABRICATION Fabricate panel frames and accessories plumb, square, true to line, and with components securely fastened, according to Shop Drawings and requirements in this Section. 1. 2. 3. 4. 5. Fabricate panel frames using jigs or templates. Cut cold-formed metal framing members by sawing or shearing; do not torch cut. Fasten cold-formed metal framing members by welding. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. Fasten framing members of hollow structural sections, steel channels, or steel angles by welding. Comply with AWS D1.1 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. Weld flex, gravity, and seismic anchors to panel frames. B. Reinforce, stiffen, and brace framing assemblies, if necessary, to withstand handling, delivery, and erection stresses. Lift fabricated assemblies in a manner that prevents damage or significant distortion. C. Painting Repair: Touch up accessible damaged painted surfaces using same primer. 2.7 A. MOLD FABRICATION Construct molds that will result in finished GFRC complying with profiles, dimensions, and tolerances indicated, without damaging GFRC during stripping. Construct molds to prevent water leakage and loss of cement paste. 1. B. 2.8 A. Coat contact surfaces of molds with form-release agent. Locate, place, and secure flashing reglets accurately. GFRC FABRICATION Proportioning and Mixing: For backing mix, meter sand/cement slurry and glass fibers to spray head at rates to achieve design mix proportions and glass-fiber content according to PCI MNL 130 procedures. Division 03 Section 034900 Page 6 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Hand form and consolidate intricate details, incorporate formers or infill materials, and over spray before material reaches initial set to ensure complete bonding. C. Attach panel frame to GFRC before initial set of GFRC backing, maintaining a minimum clearance of 13 mm from GFRC backing, and without anchors protruding into GFRC backing. D. Build up homogeneous GFRC bonding pads over anchor feet, maintaining a minimum thickness of 13 mm over tops of anchor feet, before initial set of GFRC backing. E. Inserts and Embedments: Build up homogeneous GFRC bosses or bonding pads over inserts and embedments to provide sufficient anchorage and embedment to comply with design requirements. F. Curing: Employ initial curing method that will ensure sufficient strength for removing units from mold. 1. After initial curing, remove panel from mold and place in a controlled curing environment. 2. Keep GFRC panels continuously moist for a minimum of seven days unless polymercuring admixture was used. Maintain temperature between 16 and 49 deg C during this period. 2.9 A. FABRICATION TOLERANCES Manufacturing Tolerances: Manufacture GFRC panels so each finished unit complies with PCI MNL 130 for dimension, position, and tolerances. B. Position Tolerances: Measured from datum line locations, as indicated on Shop Drawings. 1. 2. 3. 4. 5. 6. C. Panel Frame Tolerances: As follows: 1. 2. 3. 4. 2.10 A. Panel Frame and Track: Plus or minus 6 mm. Flashing Reglets at Edge of Panel: Plus or minus 6 mm. Inserts: Plus or minus 13 mm. Special Handling Devices: Plus or minus 75 mm. Location of Bearing Devices: Plus or minus 6 mm. Blockouts: Plus or minus 10 mm. Vertical and Horizontal Alignment: 6 mm per 3 m. Spacing of Framing Member: Plus or minus 10 mm. Squareness of Frame: Difference in length of diagonals of 10 mm. Overall Size of Frame: Plus or minus 10 mm. FINISHES Finish exposed-face surfaces of GFRC as follows. Panel faces shall be free of joint marks, grain, or other obvious defects. Division 03 Section 034900 Page 7 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2.11 A. Smooth-Surface Finish: Provide free of sand streaks, honeycombs, and excessive air voids, with uniform color and texture. SOURCE QUALITY CONTROL Quality-Control Testing: Establish and maintain a quality-control program for manufacturing GFRC panels according to PCI MNL 130. 1. 2. 3. 4. 5. Test materials and inspect production techniques. Quality-control program shall monitor glass-fiber content, spray rate, unit weight, product physical properties, anchor pull-off and shear strength, and curing period and conditions. Prepare test specimens and test according to ASTM C 1228, PCI MNL 130, and PCI MNL 128 procedures. Test GFRC inserts and anchors according to ASTM C 1230 to validate design values. Produce test boards at a rate not less than one per work shift per operator for each spray machine and for each mix design. a. For each test board, determine glass-fiber content according to ASTM C 1229, and flexural yield and ultimate strength according to ASTM C 947. PART 3 - EXECUTION 3.1 A. EXAMINATION Examine structure and conditions for compliance with requirements for installation tolerances, true and level bearing surfaces, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 A. ERECTION Install clips, hangers, and other accessories required for connecting GFRC panels to supporting members and backup materials. B. Lift GFRC panels and install without damage. C. Install GFRC panels level, plumb, square, and in alignment. Provide temporary supports and bracing as required to maintain position, stability, and alignment of panels until permanent connections are completed. 1. 2. D. Maintain horizontal and vertical joint alignment and uniform joint width. Remove projecting hoisting devices. Connect GFRC panels in position by bolting or welding, or both, as indicated on Shop Drawings. Remove temporary shims, wedges, and spacers as soon as possible after connecting is completed. Division 03 Section 034900 Page 8 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Welding: Comply with applicable AWS D1.1 and AWS D1.3 requirements for welding, appearance, quality of welds, and methods used in correcting welding work. 1. F. 3.3 A. Protect GFRC panels from damage by field welding or cutting operations, and provide noncombustible shields as required. At bolted connections, use lock washers or other acceptable means to prevent loosening of nuts. ERECTION TOLERANCES Erect GFRC panels to comply with the following noncumulative tolerances: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Plan Location from Building Grid Datum: Plus or minus 13 mm. Top Elevation from Nominal Top Elevation: As follows: a. Exposed Individual Panel: Plus or minus 6 mm. b. Nonexposed Individual Panel: Plus or minus 13 mm. c. Exposed Panel Relative to Adjacent Panel: 6 mm. d. Nonexposed Panel Relative to Adjacent Panel: 13 mm. Support Elevation from Nominal Elevation: As follows: a. Maximum Low: 13 mm. b. Maximum High: 6 mm. Maximum Plumb Variation over the Lesser of Height of Structure or 30 m: 25 mm. Plumb in Any 3 m of Element Height: 6 mm. Maximum Jog in Alignment of Matching Edges: 6 mm. Maximum Jog in Alignment of Matching Faces: 6 mm. Face Width of Joint: As follows (governs over joint taper): a. Panel Dimension 6 m or Less: Plus or minus 6 mm. b. Panel Dimension More Than 6 m: Plus or minus 8 mm. Maximum Joint Taper: 10 mm. Joint Taper in 3 m: 6 mm. Differential Bowing, as Erected, between Adjacent Members of Same Design: 6 mm. 3.4 A. REPAIRS Minimal repairs of 5%-10% of overall panel will be permitted provided structural adequacy of GFRC panel and appearance are not impaired, as approved by Architect. B. Mix patching materials and repair GFRC so cured patches blend with color, texture, and uniformity of adjacent exposed surfaces. C. Prepare and repair accessible damaged galvanized coatings with galvanizing repair paint according to ASTM A 780. D. Wire brush, clean, and paint accessible weld areas on prime-painted components with same type of shop primer. Division 03 Section 034900 Page 9 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Remove and replace damaged GFRC panels when repairs do not comply with requirements as stated above. 3.5 A. CLEANING AND PROTECTION Perform cleaning procedures, if necessary, according to GFRC manufacturer's written instructions. Clean soiled GFRC surfaces with detergent and water, using soft fiber brushes and sponges, and rinse with clean water. Prevent damage to GFRC surfaces and staining of adjacent materials. END OF SECTION 034900 Division 03 Section 034900 Page 10 of 10 Glass-Fiber-Reinforced Concrete (GFRC) Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035216 – LIGHTWEIGHT INSULATING CONCRETE TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 GENERAL……………………………………………………………………………………….. SUMMARY……………………………………………………………………………………….. ACTION SUBMITTALS………………………………………………………………………….. INFORMATIONAL SUBMITTALS……………………………………………………………….. QUALITY ASSURANCE…………………………………………………………………………. 2 2 2 2 2 2.0 2.1 2.2 2.3 PRODUCTS…………………………………………………………………………………….. MATERIALS………………………………………………………………………………………. AGGREGATE LIGHTWEIGHT INSULATING CONCRETE…………………………………… CELLULAR LIGHTWEIGHT INSULATING CONCRETE……………………………………….. 3 3 3 4 3.0 3.1 3.2 EXECUTION……………………………………………………………………………………. PREPARATION………………………………………………………………………………….. MIXING AND PLACING………………………………………………………………………. 4 4 5 Division 03 Section 035216 Page 1 of 5 Lightweight Insulating Concrete Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035216 – LIGHTWEIGHT INSULATING CONCRETE PART 1 - GENERAL 1.1 A. SUMMARY Section includes cast-in-place perlite aggregate, or vermiculite aggregate or cellular lightweight insulating concrete. 1.2 A. ACTION SUBMITTALS Product Data: For each type of product indicated. B. Shop Drawings: Include plans, sections, and details showing roof slopes, lightweight insulating concrete thicknesses, embedded insulation board, roof penetrations, roof perimeter terminations and curbs, control and expansion joints, and roof drains. C. Design mixtures. 1.3 A. INFORMATIONAL SUBMITTALS Product certificates. B. Material test reports. C. Research/evaluation reports. 1.4 A. QUALITY ASSURANCE Installer Qualifications: An Installer who employs and retains, throughout the project, supervisors who are trained and approved by manufacturer. B. Fire-Resistance Ratings: Where indicated, provide lightweight insulating concrete identical to those of assemblies tested for fire resistance per ASTM E 119 by a qualified testing agency. C. FM Approvals Listing: Provide lightweight insulating concrete evaluated by FM Approvals as part of a roof assembly and listed in FM Approvals' "RoofNav" for Class 1 or noncombustible construction, as applicable. D. Provide vermiculite aggregates containing no detectable asbestos as determined by method specified in 40 CFR 763, Subpart E, Appendix E, Section 1, "Polarized Light Microscopy." E. Preinstallation Conference: Conduct conference at Project site Division 03 Section 035216 Page 2 of 5 Lightweight Insulating Concrete Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 - PRODUCTS 2.1 A. MATERIALS Cementitious Material: Portland ASTM C 618, Class C or F. cement, ASTM C 150, Supplement with fly ash, B. Lightweight Mineral Aggregate: ASTM C 332, Group I, vermiculite, perlite. C. Foaming Agent: ASTM C 869. D. Water: Clean, potable. E. Air-Entraining Admixture: ASTM C 260. F. Joint Filler: ASTM C 612, Class 2, glass-fiber type; compresses to one-half thickness under a load of 172 kPa. G. Steel Wire Mesh: Cold-drawn steel wire, galvanized, 1.04-mm diameter, woven into 50-mm hexagonal mesh, and reinforced with a longitudinal 1.57-mm- diameter wire spaced 75 mm apart. H. Galvanized Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, 50 by 50 mm, W0.5 by W0.5, fabricated from galvanized steel wire into flat sheets. I. Retain paragraph below if insulation board is required. Embedded insulation increases thermal-insulation value of lightweight insulating concrete assembly and may be used to produce a sloped roof. J. Molded-Polystyrene Insulation Board: ASTM C 578, Type I, 14.4-kg/cu. m minimum density. 1. 2.2 A. AGGREGATE LIGHTWEIGHT INSULATING CONCRETE Produce lightweight insulating concrete using the minimum amount of water necessary to produce a workable mix. 1. B. Provide units with manufacturer's standard keying slots of approximately 3 percent of board's gross surface area. Do not exceed maximum air content recommended by aggregate manufacturer. Perlite Aggregate Mix: Lightweight insulating concrete produced from cementitious materials, water, air-entraining admixture, and perlite mineral aggregates. 1. As-Cast Unit Weight: 610 to 705 kg/cu. m at point of placement, when tested according to ASTM C 138/C 138M. Division 03 Section 035216 Page 3 of 5 Lightweight Insulating Concrete Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. 3. 4. C. Vermiculite Aggregate Mix: Lightweight insulating concrete produced from cementitious materials, water, air-entraining admixture, and vermiculite mineral aggregates. 1. 2. 3. 4. 2.3 A. Oven-Dry Unit Weight: 385 to 480 kg/cu. m, when tested according to ASTM C 495. Compressive Strength: Minimum 860 kPa, when tested according to ASTM C 495. Cement-to-Aggregate Ratio, by Volume: 1:6 As-Cast Unit Weight: 720 to 785 kg/cu. m at point of placement, when tested according to ASTM C 138/C 138M. Oven-Dry Unit Weight: 370 to 416 kg/cu. m, when tested according to ASTM C 495. Compressive Strength: Minimum 965 kPa, when tested according to ASTM C 495. Cement-to-Aggregate Ratio, by Volume: [1:6] CELLULAR LIGHTWEIGHT INSULATING CONCRETE Produce cellular lightweight insulating concrete with the following minimum physical properties using cementitious materials, air-producing liquid-foaming agents, and the minimum amount of water necessary to produce a workable mix. 1. 2. 3. 4. Manufacturers: Subject to compliance with requirements Properties in three subparagraphs below are based on a range of proportions published by various manufacturers. Revise to another specific range of properties if required. As-Cast Unit Weight: 545 to 673 kg/cu. m at point of placement, when tested according to ASTM C 138/C 138M. Oven-Dry Unit Weight: 416 to 513 kg/cu. m, when tested according to ASTM C 495. Compressive Strength: Minimum 1310 kPa, when tested according to ASTM C 495. PART 3 - EXECUTION 3.1 A. PREPARATION Control Joints: Install control joints at perimeter of roof deck and at junctures with vertical surfaces, including curbs, walls, and vents, for full depth of lightweight insulating concrete. Fill control joints with joint filler. B. Wire Mesh: Place steel wire mesh with longest dimension perpendicular to steel deck ribs. Cut mesh to fit around roof openings and projections. Terminate mesh at control joints. Lap sides and ends of mesh at least 150 mm. C. Welded Wire Reinforcement: Place steel welded wire reinforcement with longest dimension perpendicular to steel deck ribs. Cut reinforcement to fit around roof openings and projections. Terminate reinforcement at control joints. Lap sides and ends of reinforcement at least 150 mm. Division 03 Section 035216 Page 4 of 5 Lightweight Insulating Concrete Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 3.2 A. MIXING AND PLACING Mix and place lightweight insulating concrete according to manufacturer's written instructions, using equipment and procedures to avoid segregation of mixture and loss of air content. B. Install insulation board according to lightweight insulating concrete manufacturer's written instructions. C. Deposit and screed lightweight insulating concrete in a continuous operation until an entire panel or section of roof area is completed. Do not vibrate or work mix except for screeding or floating. Place to depths and slopes indicated. D. Finish top surface smooth, free of ridges and depressions, and maintain surface in condition to receive subsequent roofing system. E. Begin curing operations immediately after placement, and air cure for not less than three days, according to manufacturer's written instructions. F. If ambient temperature falls below 0 deg C, protect lightweight insulating concrete from freezing and maintain temperature recommended by manufacturer for 72 hours after placement. END OF SECTION 035216 Division 03 Section 035216 Page 5 of 5 Lightweight Insulating Concrete UAE Title: DOCUMENT VOLUME 02... DUBAI.2 EXECUTION…………………………………………………………………………………….0 2.3 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 3.. QUALITY ASSURANCE………………………………………………………………………… 2 2 2 2 2 2.0 1.0 3. SUMMARY……………………………………………………………………………………….4 GENERAL……………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035413 – GYPSUM CEMENT UNDERLAYMENT TABLE OF CONTENTS 1. INFORMATIONAL SUBMITTALS………………………………………………………………. GYPSUM-CEMENT-BASED UNDERLAYMENTS……………………………………………… 2 2 3. ACTION SUBMITTALS…………………………………………………………………………. PREPARATION…………………………………………………………………………………… APPLICATION…………………………………………………………………………………… 3 3 4 Division 03 Section 035413 Page 1 of 4 Gypsum Cement Underlayment .2 1.1 PRODUCTS…………………………………………………………………………………….1 1.. 4 A. Cement Binder: Gypsum or blended gypsum cement as defined by ASTM C 219.2 A.6 MPa at 28 days when tested according to ASTM C 109/C 109M. QUALITY ASSURANCE Installer Qualifications: Installer who is approved by manufacturer for application of underlayment products required for this Project. ACTION SUBMITTALS Product Data: For each type of product indicated.1 A.1 A. documentation including printed statement of VOC content. DUBAI. UAE Title: DOCUMENT VOLUME 02. self-leveling underlayment for application below interior floor coverings. Products: Subject to compliance with requirements. Product Data for Credit IEQ 4.GENERAL 1. Product Compatibility: Manufacturers of underlayment and floor-covering systems certify in writing that products are compatible. 2. Division 03 Section 035413 Page 2 of 4 Gypsum Cement Underlayment . 1. Compressive Strength: Not less than 27. B. INFORMATIONAL SUBMITTALS Product certificates. 2.PRODUCTS 2. GYPSUM-CEMENT-BASED UNDERLAYMENTS Underlayment: Gypsum-cement-based. Laboratory Test Reports for Credit IEQ 4: For primer.2: For primer. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. LEED/EHS Submittals: 1.3 A." 1. self-leveling product that can be applied in minimum uniform thickness of 3 mm and that can be feathered at edges to match adjacent floor elevations.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035413 – GYPSUM CEMENT UNDERLAYMENT PART 1 . PART 2 .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. 3. SUMMARY Section includes gypsum-cement-based. B. 1. 36 kg of water/100 sq. efflorescence. Water: Potable and at a temperature of not more than 21 deg C. 2. dust. 2. C.1 A. B. Provide aggregate when recommended in writing by underlayment manufacturer for underlayment thickness required. E. washed gravel. Division 03 Section 035413 Page 3 of 4 Gypsum Cement Underlayment . Subpart D. or coarse sand as recommended by underlayment manufacturer. Sand to remove coatings that might impair underlayment bond and remove sanding dust. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer. dirt. Primer: Product of underlayment manufacturer recommended in writing for substrate.EXECUTION 3. Reinforcement: For underlayment applied to wood substrates. formulated for use with underlayment when applied to substrate and conditions indicated. Wood Substrates: Mechanically fasten loose boards and panels to eliminate substrate movement and squeaks. conditions. provide galvanized metal lath or other corrosion-resistant reinforcement recommended in writing by underlayment manufacturer. oil.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. Moisture Testing: Perform anhydrous calcium chloride test. Proceed with installation only after substrates do not exceed a maximum moisture-vapor-emission rate of 1. 1. grease. and other contaminants that might impair underlayment bond. 3 to 6 mm. glaze. m in 24 hours. UAE Title: DOCUMENT VOLUME 02." PART 3 . B. curing compounds. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and application indicated. Aggregate: Well-graded. DUBAI. Primer shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. C. 1. Concrete Substrates: Mechanically remove laitance. form-release agents. Primer shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59. Treat nonmoving substrate cracks to prevent cracks from telegraphing (reflecting) through underlayment. ASTM F 1869. Fill substrate voids to prevent underlayment from leaking. D. 1. PREPARATION General: Prepare and clean substrate according to manufacturer's written instructions. C. E. END OF SECTION 035413 Division 03 Section 035413 Page 4 of 4 Gypsum Cement Underlayment . 1. Apply primer over prepared substrate at manufacturer's recommended spreading rate. Coordinate application of components to provide optimum underlayment-to-substrate and intercoat adhesion. including areas that emit a "hollow" sound when tapped. APPLICATION General: Mix and apply underlayment components according to manufacturer's written instructions. 2. UAE Title: DOCUMENT VOLUME 02. D. sealants. E. 3. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Close areas to traffic during underlayment application and for time period after application recommended in writing by manufacturer. Remove and replace underlayment areas that evidence lack of bond with substrate. 3. and other moving joints. Adhesion Tests: After substrate preparation. Cure underlayment.2 A. Nonporous Substrates: For ceramic tile. isolation. Do not install floor coverings over underlayment until after time period recommended in writing by underlayment manufacturer. Apply underlayment to produce uniform.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Feather edges to match adjacent floor elevations. 2. At substrate expansion. allow joint of same width to continue through underlayment. quarry tile. and prepare surfaces. DUBAI. test substrate for adhesion with underlayment. and terrazzo substrates. Apply a final layer without aggregate to product surface. Install underlayment reinforcement. remove waxes. B. level surface. F. and other contaminants that might impair underlayment bond. Prevent contamination during application and curing processes. D. 1 1. HYDRAULIC-CEMENT-BASED UNDERLAYMENTS…………………………………………… 2 2 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035416 – HYDRAULIC CEMENT UNDERLAYMENT (CN05) TABLE OF CONTENTS 1.. 3 3 4 Division 03 Section 035416 Page 1 of 4 Hydraulic Cement Underlayment . SUMMARY………………………………………………………………………………………. DUBAI.0 3.0 2.1 PRODUCTS…………………………………………………………………………………….1 3. ACTION SUBMITTALS.3 1..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. 2 2 2 2 2 2.………………………………………………………………………… INFORMATIONAL SUBMITTALS……………………………………………………………….2 1.4 GENERAL………………………………………………………………………………………. QUALITY ASSURANCE…………………………………………………………………………. PREPARATION…………………………………………………………………………………… APPLICATION……………………………………………………………………………………..0 1.2 EXECUTION……………………………………………………………………………………. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Cement Binder: ASTM C 150. B. LEED/EHS Submittals: 1. ACTION SUBMITTALS Product Data: For each type of product indicated. 2.PRODUCTS 2." 1.1 A. Product Compatibility: Manufacturers of underlayment and floor-covering systems certify in writing that products are compatible. HYDRAULIC-CEMENT-BASED UNDERLAYMENTS Underlayment: Hydraulic-cement-based. Product Data for Credit IEQ 4. Laboratory Test Reports for Credit IEQ 4: For primer. QUALITY ASSURANCE Installer Qualifications: Installer who is approved by manufacturer for application of underlayment products required for this Project. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. DUBAI.GENERAL 1. self-leveling underlayment for application below interior floor coverings. 1. 1. or hydraulic or blended hydraulic cement as defined by ASTM C 219. documentation including printed statement of VOC content.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035416 – HYDRAULIC CEMENT UNDERLAYMENT PART 1 .1 A. B. INFORMATIONAL SUBMITTALS Product certificates. 1. Products: Subject to compliance with requirements 2. Division 03 Section 035416 Page 2 of 4 Hydraulic Cement Underlayment .2 A.4 A. polymer-modified. polymer-modified. SUMMARY Section includes hydraulic-cement-based. PART 2 .2: For primer. self-leveling product that can be applied in minimum uniform thickness of 6 mm and that can be feathered at edges to match adjacent floor elevations. UAE Title: DOCUMENT VOLUME 02. portland cement.3 A. Primer shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Primer shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59. or coarse sand as recommended by underlayment manufacturer. UAE Title: DOCUMENT VOLUME 02. Reinforcement: For underlayment applied to wood substrates. Moisture Testing: Perform anhydrous calcium chloride test. and other contaminants that might impair underlayment bond. curing compounds.1 A. 3 to 6 mm. Primer: Product of underlayment manufacturer recommended in writing for substrate. 2. efflorescence." PART 3 . Proceed with installation only after substrates do not exceed a maximum moisture-vapor-emission rate of 1.6 MPa at 28 days when tested according to ASTM C 109/C 109M. formulated for use with underlayment when applied to substrate and conditions indicated. Concrete Substrates: Mechanically remove laitance. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer. conditions. D.EXECUTION 3. Water: Potable and at a temperature of not more than 21 deg C. and application indicated. E.36 kg of water/100 sq. Treat nonmoving substrate cracks to prevent cracks from telegraphing (reflecting) through underlayment. m in 24 hours. Aggregate: Well-graded. PREPARATION General: Prepare and clean substrate according to manufacturer's written instructions. B. dust. washed gravel. 2. form-release agents. C. grease. 1. Division 03 Section 035416 Page 3 of 4 Hydraulic Cement Underlayment . 1. Provide aggregate when recommended in writing by underlayment manufacturer for underlayment thickness required. 1. Compressive Strength: Not less than 27. Fill substrate voids to prevent underlayment from leaking.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. dirt. 1. ASTM F 1869.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. provide galvanized metal lath or other corrosion-resistant reinforcement recommended in writing by underlayment manufacturer. DUBAI. oil. glaze. B. 4. Subpart D. E. D. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Install underlayment reinforcement. Do not install floor coverings over underlayment until after time period recommended in writing by underlayment manufacturer. DUBAI.2 A. 3. C. Remove and replace underlayment areas that evidence lack of bond with substrate. UAE Title: DOCUMENT VOLUME 02. isolation. quarry tile. 3. E. allow joint of same width to continue through underlayment. 2. END OF SECTION 035416 Division 03 Section 035416 Page 4 of 4 Hydraulic Cement Underlayment . Feather edges to match adjacent floor elevations. level surface. B. 1. D. Apply a final layer without aggregate to product surface. and other moving joints. F. Nonporous Substrates: For ceramic tile. 2. Apply underlayment to produce uniform. Prevent contamination during application and curing processes. and prepare surfaces. sealants. APPLICATION General: Mix and apply underlayment components according to manufacturer's written instructions. test substrate for adhesion with underlayment. and terrazzo substrates. Wood Substrates: Mechanically fasten loose boards and panels to eliminate substrate movement and squeaks. 1. including areas that emit a "hollow" sound when tapped. Close areas to traffic during underlayment application and for time period after application recommended in writing by manufacturer. Cure underlayment. Adhesion Tests: After substrate preparation.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Coordinate application of components to provide optimum underlayment-to-substrate and intercoat adhesion. and other contaminants that might impair underlayment bond. remove waxes. Apply primer over prepared substrate at manufacturer's recommended spreading rate. Sand to remove coatings that might impair underlayment bond and remove sanding dust. At substrate expansion. 2 1. DEFINITIONS……………………………………………………………………………………. PROTECTION AND CURING…………………………………………………………………..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 2. CURING MATERIALS…………………………………………………………………………….6 3.4 3.. PROJECT CONDITIONS………………………………………………………………………..3 3.4 2. SUMMARY………………………………………………………………………………………. HANDLING……………………………………………………………...3 2.6 GENERAL………………………………………………………………………………………..5 2.4 1.0 3.0 1. RELATED MATERIALS…………………………………………………………………………… MIXING………………………………………………………………………………………….6 PRODUCTS……………………………………………………………………………………… SCREED MATERIALS…………………………………………………………………………….7 EXECUTION……………………………………………………………………………………. REINFORCEMENT………………………………………………………………………………..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035440 – CONCRETE TOPPING TABLE OF CONTENTS 1.3 1....2 3. 3 3 3 3 3 4 4 3.5 1. 4 4 5 5 6 7 7 7 Division 03 Section 035440 Page 1 of 7 Concrete Toppings ..0 2. UAE Title: DOCUMENT VOLUME 02. EXAMINATION…………………………………………………………………………………. SUBMITTALS……………………………………………………………………………………… DELIVERY.1 3. DESIGN MIXES………………………………………………………………………………….1 2. PREPARATION…………………………………………………………………………………… SCREED APPLICATION…………………………………………………………………………. COORDINATION………………………………………………………………………………. DUBAI. FIELD QUALITY CONTROLS…………………………………………………………………….. REPAIRS…………………………………………………………………………………………. STORAGE.1 1. CLEANING AND PROTECTION………………………………………………………………. 2 2 2 2 2 2 2 2.5 3. UAE Title: DOCUMENT VOLUME 02. with or without reinforcement. Roof screeds necessary to provide roof slopes. Joint details and arrangements. and other conditions affecting screed performance. D. PROJECT CONDITIONS Environmental Limitations: For proprietary products.3 A. Polymer modified leveling screeds to floors to receive finishes. including adhesives and other miscellaneous materials. mixing with other components. specified in Division 9 Sections. C. STORAGE. SUBMITTALS Product Data: For each type of product indicated.GENERAL 1. 1. B. with seals unbroken.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 035440 – CONCRETE TOPPING PART 1 . Store materials to comply with manufacturer's written instructions to prevent deterioration from moisture or other detrimental effects. bearing manufacturer's labels indicating brand name and directions for storage. AND HANDLING Deliver materials in original packages and containers. applied over structural floor or roof deck slab to achieve correct level and receive another finish material. B. 1.1 A. COORDINATION Coordinate cement-based screed with requirements of finish flooring products.5 A.4 A. 1. 1. Mix Design and Test Reports: For each mix used for screeds. 2. DEFINITIONS Screed: A layer of cement-sand or concrete mix. SUMMARY This Section includes: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and application. Division 03 Section 035440 Page 2 of 7 Concrete Toppings . comply with manufacturer's written recommendations for substrate temperature and moisture content. 1. ventilation.2 A. DELIVERY.6 A. DUBAI. B. Close areas to traffic during screed application and for appropriate time period after application as recommended in writing by the manufacturer. ambient temperature and humidity. Test reports for field control testing. 1 A. Table B1. 2. Water: Potable and at a temperature of not more than 21 deg. Designation: 4/10 C. Coarse aggregates for fine concrete levelling screeds: To BS EN 12620. fibrillated fibers containing no reprocessed olefin materials and specifically manufactured to an optimum gradation for use as concrete secondary reinforcement. use an approved qualified independent testing agency for preparing and reporting proposed mix designs. DUBAI. Galvanized Plain-Steel Welded Wire Fabric: For screeds 70 mm deep and more is to be BS 4483. ordinary type of gray color. Tensile strength: 345 . Prepare design mixes for each type and strength of cement-based screed by either laboratory trial batch or field-test data methods. UAE Title: DOCUMENT VOLUME 02. In-Situ Crushing Resistance (ISCR): Division 03 Section 035440 Page 3 of 7 Concrete Toppings . For trial batch method.91. B. Grading Limit: In accordance with BS 8204-1. Design mix: 1:3-4. REINFORCEMENT Fibrous Reinforcement: 100% virgin polypropylene. 2. Proportion shall be in accordance with the written manufacturer instructions of the manufacturer. Admixtures: In accordance to BS 8204-1 Table 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. according to BS 8204-1. CURING MATERIALS Absorptive Cover: Burlap cloth made from jute or kenaf. DESIGN MIXES A. 2. Sand: To BS EN 13139. to meet specified performance and the following characteristics: 1.3 A. weighing approximately 305 g/sq. B. m when dry. 2. Specific Gravity: 0. Aggregate: 1. Use only liquid type admixtures.5. 1. D.2 A. C.758 N/mm². 2. B.PRODUCTS 2. Do not use admixtures containing calcium chloride.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . eye size not more than 50 by 50mm. B. SCREED MATERIALS Cement: BS EN 197-1.4 Water: Potable. C. RELATED MATERIALS Joint-Filler Strips: Bituminous Impregnated Cork or self-expanding bituminous impregnated cork. PART 3 . Water: Potable.EXECUTION 3. Verify that base slabs meet finish and surface profile requirements in Division 3 Section "Castin-Place Concrete. Mix materials thoroughly to uniform consistency. b. MIXING General: Apply screeds in strict accordance to with requirements of BS 8204-1 in construction types as the following: 1. B. B. Mixes other than no-fines must be mixed in a suitable forced action mechanical mixer. Do not use a free fall drum type mixer. Epoxy Adhesive: ASTM C 881. UAE Title: DOCUMENT VOLUME 02. EXAMINATION Examine substrates for conditions affecting performance of screed. Type V. two-component epoxy resin. Partially Bonded Construction: Flat roof and levelling screeds under floor finishes. C.6 A. c. Screed Mix: Use cement-sand mix for screeds less than 70 mm in depth. low enough to prevent excessive water being brought to surface during compaction. Fully Bonded Construction: Stairs landings. acrylic emulsion or styrene butadiene. Use fine concrete mix for 70 mm deep and more. Proceed with application only after unsatisfactory conditions have been corrected. Class (A) for leveling screed (3 mm maximum indentation) Class (B) for roof screed (4 mm maximum indentation).Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH." Concrete strength to meet BS 8204-1. Mass of test weight is 4 kg. capable of humid curing and bonding to damp surfaces.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Examine hardness of substrates. B.5 A. D. 2. Start screed application in presence of manufacturer's technical representative. 3. DUBAI. C. 2. Table 1. Water content: Minimum necessary to achieve full compaction. Test for surface hardness to comply with BS EN 12504-2 with values selected from the following: Division 03 Section 035440 Page 4 of 7 Concrete Toppings . of class and grade to suit requirements. C.1 A. Acrylic-Bonding Agent: Non-redispersible. Substrates must restrain stresses that occur setting and hardening of wearing screeds. 2. " are indicated. placed anywhere on surface: a. mixing methods. lace or clip sections together. Screed Thickness Rebound Hammer Value E. 2. Prepare and clean existing base slabs according to topping manufacturer's written instructions. Table 5 and the following: 1. Sudden irregularities are not permitted.01 GENERAL SPECIFICATIONS ARCHITECTURE D. Where more than one length is required. C. apply fibrous reinforcing as per manufacturer's written instructions. UAE Title: DOCUMENT VOLUME 02. 2. Permissible deviation (maximum): 6 mm. Division 03 Section 035440 Page 5 of 7 Concrete Toppings . cracks. Mechanically remove contaminants from existing concrete that might impair bond of topping.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. such as column pedestals. Fibrous Reinforcement: For screeds of depth less than 70 mm. 2. PREPARATION Existing Concrete: Remove existing surface treatments and deteriorated and unsound concrete. 1. and other locations. Extend joint-filler strips full width and depth of joint. Sudden irregularities are not permitted. DUBAI. Terminate full-width joint-filler strips 13 mm below screed surface where joint sealants. mix proportions. 15 mm or less Greater than 25 F. 1. Flatness/Surface Regularity of Roof Screeds: 1. specified in Division 7 Section "Joint Sealants. Flatness/Surface Regularity of Floor Screeds: Comply with the BS 8204-1. Greater than 15 mm Greater than 30 3. SCREED APPLICATION Materials. Deviation of surface: Measure form underside of a 2m straightedge (between points of contact). Leveling Screed: Maximum permissible deviation to be 2 mm under a 1 m straightedge. D. Fill voids. terminating flush with screed surface. minimum thickness and workmanship must in accordance of screed manufacture ant to meet BS 8204-3. B. 3. and cavities in base slabs. grade beams. foundation walls. unless otherwise indicated. 3.2 A.3 A. 2. Install joint-filler strips in lengths as long as practicable. as indicated. Mechanically abrade base slabs to produce a heavily scarified surface profile with an amplitude of 6 mm. B. Install joint-filler strips where screed abuts vertical surfaces. 3. Mix: To BS 8204-3. G. Reinforcement shall be as specified this Section. Continue troweling passes and restraighten until surface is smooth and uniform in texture. 2. tamping and consolidating to achieve tight contact with bonding surface.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. cut down high spots. Hard Trowel Finish: After floating surface. at locations indicated or as approved by the Engineer. but not less than 13 mm deep. Place steel wire mesh with reinforcing wire parallel to longest dimension of screed bay. unless otherwise indicated. granular texture. Place screed continuously in a single layer. 2. Repeat float passes and restraightening until surface is left with a uniform. Form construction joint at the base. Coved In-Situ Skirting: 1. Apply bonding agent. Reinforcing Mesh: Screeds 70 mm deep and more shall have a reinforcing layer at mid height. 1. 3.4 A. Table. apply first trowel finish and consolidate screed by power-driven trowel so no blisters develop. 1. J. Contraction Joints: Form weakened-plane contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Construction Joints: Construct joints true to line with faces perpendicular to surface plane of screed. Division 03 Section 035440 Page 6 of 7 Concrete Toppings . PROTECTION AND CURING General: Protect freshly placed screed from premature drying and excessive cold or hot temperatures. or otherwise damage surface and before screed develops random contraction cracks. Slope surfaces uniformly where indicated.01 GENERAL SPECIFICATIONS ARCHITECTURE E. H. abrade. DUBAI. and fill low spots. Lap sides and ends of mesh at least 150 mm. 3. Finishing: Consolidate surface with power-driven floats as soon as screed can support equipment and operator. Coat face of construction joint with epoxy adhesive at locations where screed is placed against hardened or partially hardened screed. 1. I. Render skirting while bonding is still wet to achieve good bond. F. UAE Title: DOCUMENT VOLUME 02. 2. Terminate mesh at control joints. Screed surface with a straightedge and strike off to correct elevations. smooth. Cut mesh to fit around roof openings and projections. Do not permit cold joints or seams to develop within pour strip. Aggregate size adjusted as necessary to suit skirting thickness. Construct contraction joints for a depth equal to one-half of screed thickness. Cut 3 mm wide joints into concrete when cutting action will not tear. 1. Begin initial floating using bull floats to form a uniform and open-textured surface plane free of humps or hollows. Restraighten. Form joints in screed over contraction joints in base slabs. 3. Cure by one or a combination of the following methods. Cover screed surfaces and edges with 300 mm lap over adjacent absorptive covers.7 A. including areas that have not bonded to concrete substrate. m of screed. according to screed manufacturer's written instructions: 1. 3. but not less than 6 samples for each day's placement. Clean screeds not more than 4 days before dates scheduled for inspections intended to install final finishes. B.01 GENERAL SPECIFICATIONS ARCHITECTURE B. UAE Title: DOCUMENT VOLUME 02.6 A. m plus 1 set of samples for each subsequent 150 sq.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. water saturated and kept continuously wet. CLEANING AND PROTECTING Protect screeds from damage and wear during the remainder of construction period. REPAIRS Defective Screed: Repair and patch defective screed areas. DUBAI.5 A. Begin curing immediately after finishing screed. Moisture Curing: Keep surfaces continuously moist for not less than seven days with water or absorptive cover. Samples shall be tested according to BS 4551-1 for compliance with compressive strength requirements. 3. including temporary covering. FIELD QUALITY CONTROL Mix sample sets at point of placement. Use protective methods and materials approved by the Engineer. or fraction thereof. END OF SECTION 035440 Division 03 Section 035440 Page 7 of 7 Concrete Toppings . testing and inspecting agency shall take a set of 3 molded-cylinder samples from the screed mix for the first 50 sq. DIVISION 04 ________________________________________________________________________ MASONRY . . ACTION SUBMITTALS…………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.1 1.0 1.4 1.4 3. PAINT REMOVERS………………………………………………………………………………. 4 4 4 5 6 7 Division 04 Section 040110 Page 1 of 8 Blockwork Cleaning . PREINSTALATION MEETINGS…………………………………………………………………...5 EXECUTION……………………………………………………………………………………. GENERAL…………………………………………………………… PRELIMINARY CLEANING……………………………………………………………………… PAINT REMOVAL……………………………………………………………………………….0 2. DEFINITIONS…………………………………………………………………………………….3 PRODUCTS…………………………………………………………………………………….2 1. CLEANING MATERIALS………………………………………………………………………… CHEMICAL CLEANING SOLUTIONS…………………………………………………………..3 1.. 2 2 3 3 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 2.3 3.0 3. SUMMARY………………………………………………………………………………………. 2 2 2 2 2 2 2..2 3. PROTECTION…………………………………………………………………………………….5 GENERAL………………………………………………………………………………………. DUBAI.2 2. QUALITY ASSURANCE………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040110 – BLOCKWORK CLEANING TABLE OF CONTENTS 1. CLEANING MASONRY.1 3. CLEANING BLOCKWORK……………………………………………………………………. Stone surfaces.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. DEFINITIONS Low-Pressure Spray: 690 to 2750 kPa. a. 0. Medium-Pressure Spray: 2750 to 5510 kPa. PAINT REMOVERS Covered or Skin-Forming Alkaline Paint Remover: Manufacturer's standard covered or skinforming. Do not test cleaners and methods known to have deleterious effect. for removing paint from masonry.4 L/s 1. Cleaning: Clean an area approximately surface condition. 2. m for each type of masonry and Test cleaners and methods on samples of adjacent materials for possible adverse reactions. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site 1. QUALITY ASSURANCE Mockups: Prepare mockups of cleaning on existing surfaces to demonstrate aesthetic effects and to set quality standards for materials and execution.PRODUCTS 2. Unit masonry surfaces. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040110 – BLOCKWORK CLEANING PART 1 .4 L/s B. PART 2 . b.2 A.3 sq.5 A. 1.25 to 0.4 L/s C. High-Pressure Spray: 5510 to 8250 kPa.1 A.3 A. SUMMARY Section includes cleaning the following: 1. containing no methylene chloride. 0.GENERAL 1. 0. Allow a waiting period of not less than seven days after completion of sample cleaning to permit a study of sample panels for negative reactions. ACTION SUBMITTALS Product Data: For each type of product.25 to 0. Products: Subject to compliance with requirements Division 04 Section 040110 Page 2 of 8 Blockwork Cleaning .4 A. 1.25 to 0. UAE Title: DOCUMENT VOLUME 02. 1. alkaline paste or gel formulation.1 A. Products: Subject to compliance with requirements. Low-Odor. and wood. and other organic soiling from ordinary building materials. or sulfuric acid. mildew.01 GENERAL SPECIFICATIONS ARCHITECTURE B. detergents. wetting agents. Detergent Solution. CHEMICAL CLEANING SOLUTIONS Dilute chemical cleaners with water to produce solutions not exceeding concentration recommended in writing by chemical-cleaner manufacturer. or foamed emulsion formulation. for removing paint from masonry. 2. One-Part Limestone Acidic Cleaner: Manufacturer's standard one-part acidic formulation for cleaning limestone. plastics.5 L of tetrasodium pyrophosphate (TSPP). Products: Subject to compliance with requirements I. Mildew. waterrinsable. Acidic Cleaner: Manufacturer's standard acidic masonry cleaner composed of hydrofluoric acid or ammonium bifluoride blended with other acids. D. aluminum.2 A. solvent-type paste. Nonacidic Liquid Cleaner: Manufacturer's standard mildly alkaline liquid cleaner formulated for removing mold.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Products: Subject to compliance with requirements G. Mold. and 20 L of hot water for every 20 L of solution required. UAE Title: DOCUMENT VOLUME 02. Products: Subject to compliance with requirements H. Job Mixed: Solution prepared by mixing 0. Products: Subject to compliance with requirements F. Hot Water: Water heated to a temperature of 60 to 71 deg C. hydrofluoric. E. Division 04 Section 040110 Page 3 of 8 Blockwork Cleaning . for removing paint coatings from masonry. Solvent-Type Paste Paint Remover: Manufacturer's standard low-odor. including polished stone. and 15 L of hot water for every 20 L of solution required. and inhibitors. with pH between 6 and 9 that contains detergents with chelating agents and is specifically formulated for cleaning masonry surfaces. Job Mixed: Solution prepared by mixing 0. solvent-type paste or gel formulation. 5 L of 5 percent sodium hypochlorite (bleach). or ammonium bifluoride or chlorine bleaches. Mild-Acid Cleaner: Manufacturer's standard mild-acid cleaner containing no muriatic (hydrochloric). containing no methanol or methylene chloride. and Algae Remover. brick. C. gel. Solvent-Type Paste Paint Remover: Manufacturer's standard water-rinsable.3 A. Nonacidic Gel Cleaner: Manufacturer's standard gel formulation.5 L of tetrasodium pyrophosphate (TSPP). Products: Subject to compliance with requirements 2. 125 mL of laundry detergent. Products: Subject to compliance with requirements C. DUBAI. CLEANING MATERIALS Water: Potable. B. Cover adjacent surfaces with materials that are proven to resist paint removers and chemical cleaners used unless products being used will not damage adjacent surfaces.2 A. 1. B.1 A. but not greater than that recommended in writing by chemical-cleaner manufacturer. 3. Acidic Cleaner Solution for Nonglazed Masonry and Unpolished Stone: Dilute acidic cleaner with water to produce hydrofluoric acid content of 3 percent or less. Apply masking agents according to manufacturer's written instructions.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Do not apply liquid strippable masking agent to painted or porous surfaces. Use only those cleaning methods indicated for each masonry material and location. Stones: Use only on unpolished granite. Division 04 Section 040110 Page 4 of 8 Blockwork Cleaning . Use protective materials that are waterproof and UV resistant. Prevent paint removers and chemical cleaning solutions from coming into contact with people. motor vehicles. C. Spray Equipment: Use spray equipment that provides controlled application at volume and pressure indicated. buildings. PART 3 . promptly remove masking to prevent adhesive staining. GENERAL Cleaning Appearance Standard: Cleaned surfaces are to have a uniform appearance as viewed from 6 m 15 m away by Architect. When no longer needed. DUBAI. including joints. 2. CLEANING MASONRY. PROTECTION Comply with each manufacturer's written instructions for protecting building and other surfaces against damage from exposure to its products. landscaping. Brushes: Do not use wire brushes or brushes that are not resistant to chemical cleaner being used. work from top to bottom of each scaffold width and from one end of each elevation to the other.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. measured at nozzle. and other surfaces that could be harmed by such contact. 1. UAE Title: DOCUMENT VOLUME 02. unpolished dolomite marble. Ensure that dirty residues and rinse water do not wash over dry.EXECUTION 3. Proceed with cleaning in an orderly manner. cleaned surfaces. Acidic Cleaner for Glazed Masonry and Polished Stone: Dilute acidic cleaner with water to concentration demonstrated by testing that does not etch or otherwise damage glazed or polished surface. Adjust pressure and volume to ensure that cleaning methods do not damage surfaces. but not greater than that recommended in writing by chemical-cleaner manufacturer. 1. and siliceous sandstone. 1. Stones: Use only on polished granite and polished dolomite marble. remove extraneous substances that are resistant to planned cleaning methods. Remove paint and calking with alkaline paint remover Division 04 Section 040110 Page 5 of 8 Blockwork Cleaning . Periodically during each rinse.5. use low-pressure tank or chemical pump suitable for chemical cleaner indicated. Perform each cleaning method indicated in a manner that results in uniform coverage of all surfaces. use equipment capable of maintaining temperature between 60 and 71 deg C at flow rates indicated. moss. Chemical-Cleaner Application Methods: Apply chemical cleaners to masonry surfaces according to chemical-cleaner manufacturer's written instructions. Water-Spray Application Method: Unless otherwise indicated. asphalt. 3. use brush application. For chemical-cleaner spray application. and vegetation by cutting at roots and allowing remaining growth to dry as long as possible before removal. use fan-shaped spray that disperses water at an angle of 25 to 50 degrees. Do not allow chemicals to remain on surface for periods longer than those indicated or recommended in writing by manufacturer. F.7 and 7. b. c. 1. E. Equip units with pressure gages. G. DUBAI.3 A. For water-spray application. hold spray nozzle at least 150 mm from masonry surface and apply water in horizontal back-and-forth sweeping motion. and shrub growth from masonry surfaces. so that cleaned surfaces blend smoothly into surrounding areas.01 GENERAL SPECIFICATIONS ARCHITECTURE a. paint and stain removal. Carefully remove plants. d. Extraneous substances include paint. B. Do not scratch or chip masonry surface. creepers. moldings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Preliminary Cleaning: Before beginning general cleaning. overlapping previous strokes to produce uniform coverage. including corners. H. D. Remove loose soil and plant debris from open joints to whatever depth they occur. Carefully remove heavy accumulations of rigid materials from masonry surface with sharp chisel. equipped with nozzle having a coneshaped spray. 1. test pH of rinse water running off of cleaned area to determine that chemical cleaner is completely removed. Apply neutralizing agent and repeat rinse if necessary to produce tested pH of between 6. and tar. PRELIMINARY CLEANING Removing Plant Growth: Completely remove visible plant. and interstices. Rinse off chemical residue and soil by working upward from bottom to top of each treated area at each stage or scaffold setting. UAE Title: DOCUMENT VOLUME 02. Keep wall wet below area being cleaned to prevent streaking from runoff. and spot cleaning of small areas that are noticeably different when viewed according to the "Cleaning Appearance Standard" Paragraph. and that produces an even effect without streaking or damaging masonry surfaces. calking. For heated water-spray application. 2. Perform additional general cleaning. painted surface with trowel. B. b. Rinse with cold water applied by medium-pressure spray to remove chemicals and soil. Allow paint remover to remain on surface for period recommended in writing by manufacturer or as determined by preconstruction testing. Paint Removal with Covered or Skin-Forming Alkaline Paint Remover: 1. Rinse with optimum temperature water applied by medium pressure spray to remove chemicals and paint residue. Repeat application up to two times if needed. 3.4 A. or a combination of these. Apply thick coating of paint remover to painted surface with natural-fiber cleaning brush. Division 04 Section 040110 Page 6 of 8 Blockwork Cleaning . stiff brushes. Scrape off paint and remover. Allow paint remover to remain on surface for period recommended in writing by manufacturer or as determined by preconstruction testing. Comply with requirements in "Paint Removal" Article. Repeat application if needed. UAE Title: DOCUMENT VOLUME 02. 6. Apply paint remover to dry. General: Apply paint removers according to paint-remover manufacturer's written instructions. 3. Remove asphalt and tar with solvent-type paste paint remover a. 2. b. using low-pressure spray equipment or soft-fiber brush. 4. Apply in one or two coats according to manufacturer's written instructions. DUBAI. scrapers. Paint Removal with Solvent-Type Paste Paint Remover: 1. or as recommended in writing by manufacturer. 3. 7. 5. or large paint brush. Retreat spots of remaining paint. 4. 8. Apply paint remover only to asphalt and tar by brush without prewetting. Rinse with optimum temperature water applied by medium -pressure spray to remove chemicals and paint residue. d. deep-nap roller.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Remove loose and peeling paint using medium-pressure water spray. Let surface dry thoroughly.01 GENERAL SPECIFICATIONS ARCHITECTURE a. 3. C. c. Let cleaner or after wash remain on surface as a neutralizing agent for period recommended by chemical-cleaner or after wash manufacturer. Do not allow paint removers to remain on surface for periods longer than those indicated or recommended in writing by manufacturer. Allow paint remover to remain on surface for 10 to 30 minutes. stiff brushes. or a combination of these. 9. scrapers. Apply acidic cleaner or manufacturer's recommended after wash to surface. Let surface dry thoroughly. PAINT REMOVAL Paint-Remover Application. Apply cover according to manufacturer's written instructions. Remove loose and peeling paint using medium-pressure water spray. spatula. 2. Comply with requirements in "Paint Removal" Article. while surface is still wet. Apply cleaner to surface in two applications by brush or low-pressure spray. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. C. 4. mildew. Let cleaner remain on surface for period recommended in writing by chemical-cleaner manufacturer. Nonacidic Gel Chemical Cleaning: 1. Use small brushes to remove soil from mortar joints and crevices. mildew. Let cleaner remain on surface for period recommended in writing by chemical-cleaner manufacturer. mildew. 5. Wet surface with optimum temperature water applied by low-pressure spray. Wet surface with optimum temperature water applied by low-pressure spray. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. and Algae Removal: 1. Do not repeat more than once. and algae remover by brush or low-pressure spray. Rinse with optimum temperature water applied by medium-pressure spray to remove chemicals and soil. 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Scrub surface with medium-soft brushes until mold. Dip brush in mold. and algae remover often to ensure that adequate fresh cleaner is used and that surface remains wet. 4. Apply quickly and do not brush out excessively. so area is uniformly covered with fresh cleaner and dwell time is uniform throughout area being cleaned. Rinse with Optimum temperature water applied by medium pressure spray to remove detergent solution and soil. Apply mold. D. Nonacidic Liquid Chemical Cleaning: 1. 6. DUBAI. Apply gel cleaner in 3-mm thickness by brush. Mildew. confirmed and established by mockup. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. 2. confirmed and established by mockup. If additional cleaning is required. Scrub surface with detergent solution using medium-soft brushes until soil is thoroughly dislodged and can be removed by rinsing. and algae are thoroughly dislodged and can be removed by rinsing. Rinse with Optimum temperature water applied by medium -pressure spray to remove mold. Remove bulk of gel cleaner. use steam cleaning. 2. Wet surface with Optimum temperature water applied by low-pressure spray. 3. 2. 2. UAE Title: DOCUMENT VOLUME 02. Wet surface with Optimum temperature water applied by low-pressure spray. Mold. 3. and algae remover and soil. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Dip brush in solution often to ensure that adequate fresh detergent is used and that surface remains wet. Use small brushes for mortar joints and crevices. Division 04 Section 040110 Page 7 of 8 Blockwork Cleaning .5 A. mildew. CLEANING BLOCKWORK Detergent Cleaning: 1. B. working into joints and crevices. 3. 4. If additional cleaning is required. if any. If additional cleaning is required. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. Rinse with optimum temperature water applied by medium-pressure spray to remove chemicals and soil. Wet surface with cold water applied by low-pressure spray. Immediately repeat application of one-part limestone cleaner as indicated above over the same area. 3. E. Rinse until all foaming. confirmed and established by mockup. END OF SECTION 040110 Division 04 Section 040110 Page 8 of 8 Blockwork Cleaning . use steam cleaning. Rinse with optimum temperature water applied by medium-pressure spray to remove chemicals and soil. confirmed and reestablished by mockup. use steam cleaning. 2. 2. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. G. use steam cleaning.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Wet surface with optimum temperature water applied by low-pressure spray. Repeat cleaning procedure above where required produce cleaning effect established by mockup. Let cleaner remain on surface for period recommended in writing by chemical-cleaner manufacturer. Let cleaner remain on surface for period recommended in writing by chemical-cleaner manufacturer. 5. Acidic Chemical Cleaning: 1. 5. 5. UAE Title: DOCUMENT VOLUME 02. Wet surface with cold water applied by low-pressure spray. Mild-Acid Chemical Cleaning: 1. If additional cleaning is required. Apply cleaner to surface in two applications by brushor low-pressure spray. Rinse with cold water applied by medium -pressure spray to remove chemicals and soil. confirmed and reestablished by mockup. Rinse with cold water applied by medium pressure spray to remove chemicals and soil. 3. stops and suds disappear. 5. 4. Apply cleaner to surface in two applications by brush or low-pressure spray. 4. Apply cleaner to surface by brush or low-pressure spray. Let cleaner remain on surface for period recommended in writing by chemical-cleaner manufacturer. F. DUBAI. Do not repeat more than once. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. Do not repeat more than once. 4. 3. Do not repeat more than once. One-Part Limestone Chemical Cleaning: 1. .3 2.3 1..6 1.2 1....... MORTAR MIXES…………………………………………………………………………………..2 2. 5 5 5 6 7 Division 04 Section 040120 Page 1 of 7 Blockwork Repair .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. ACTION SUBMITTALS………………………………………………………………………….……………………………………………………………………………………....4 1... MASONRY UNIT PATCHING………………………………………………………………….. INFORMATIONAL SUBMITTALS……………………………………………………………….... BRICK REMOVAL AND REPLACEMENT………………………………………………………. PROTECTION……………………………………………………………………………………..0 1. DEFINITIONS……………………………………………………………………………………. BLOCKWORK MATERILAS……………………………………………………………………......5 1...2 3....5 PRODUCTS……………………………………………………………………………………......0 3......... DUBAI............... UNIT PRICES... QUALITY ASSURANCE………………………………………………………………………….. FINAL CLEANING………………………………………………………………………………..1 2. SUMMARY………………………………………………………………………………………... ACCESSORY MATERIALS……………………………………………………………………….0 2...7 GENERAL……………………………………………………………………………………….1 1.4 EXECUTION...01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040120 – BLOCKWORK REPAIR TABLE OF CONTENTS 1.1 3.4 2.........3 3. UAE Title: DOCUMENT VOLUME 02.............. 2 2 2 2 2 2 2 2 2... MORTAR MATERIALS…………………………………………………………………………… MANUFACTURED REPAIR MATERILAS………………………………………………………........... PREINSTALLATION MEETINGS……………………………………………………………….. 3 3 3 4 4 4 3... Experience in only installing masonry is insufficient experience for masonry repair work. 1. C. UNIT PRICES Work of this Section is affected by unit prices specified in Section 012200 "Unit Prices.7 A. sections.4 A. 1. 1. elevations. and extent to that indicated for this Project with a record of successful in-service performance. Quality-Control Program: Prepare a written quality-control program for this Project to systematically demonstrate the ability of personnel to properly follow methods and use Division 04 Section 040120 Page 2 of 7 Blockwork Repair . 1. SUMMARY Section includes repairing brick masonry. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. and locations of replacement masonry units on the structure.5 A. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040120 – BLOCKWORK REPAIR PART 1 .6 A.GENERAL 1. ACTION SUBMITTALS Product Data: For each type of product. 1. INFORMATIONAL SUBMITTALS Quality-control program.2 A. QUALITY ASSURANCE Brick Masonry Repair Specialist Qualifications: Engage an experienced brick masonry repair firm to perform work of this Section.3 A." 1. Shop Drawings: 1. DEFINITIONS Rebuilding (Setting) Mortar: Mortar used to set and anchor masonry in a structure. B. Show provisions for expansion joints or other sealant joints. Samples: For each exposed product and for each color and texture specified. UAE Title: DOCUMENT VOLUME 02. 2. design. including replacing units. Include plans. distinct from pointing mortar installed after masonry is set in place. Firm shall have completed work similar in material.1 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. PART 2 . C. UAE Title: DOCUMENT VOLUME 02. or both where required for color matching of mortar.01 GENERAL SPECIFICATIONS ARCHITECTURE materials and tools without damaging masonry. E.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. BLOCKWORK MATERIALS Refer to Section 042000 “Unit Masonry” 2. and gradation of existing mortar sand as closely as possible. B. C. Products: Subject to compliance with requirements Division 04 Section 040120 Page 3 of 7 Blockwork Repair . Products: Subject to compliance with requirements. 1. Hydrated Lime: ASTM C 207. Type S. Demonstrate quality of materials. or other sound stone of color necessary to produce required mortar color. granite. Include provisions for supervising performance and preventing damage. texture. and having a record of satisfactory performance in masonry mortars. 1. 1.PRODUCTS 2. Masonry Repair: Prepare sample areas for each type of masonry repair work performed. white or gray. Mockups: Prepare mockups of brick masonry repair to demonstrate aesthetic effects and to set quality standards for materials and execution and for fabrication and installation. Exposed Mortar: Match size. 2. Masonry Cement: ASTM C 91/C 91M. and blending with existing work. Construct sample areas in locations in existing walls where directed by Architect unless otherwise indicated. compounded for use in mortar mixes. Products: Subject to compliance with requirements. except Type III may be used for cold-weather construction. DUBAI. Colored Mortar: Natural sand or ground marble.60 percent total alkali when tested according to ASTM C 114.2 A. Type I or Type II. Mortar Pigments: ASTM C 979/C 979M. 1. 1. 1. Mortar Sand: ASTM C 144. Provide cement containing not more than 0. Mortar Cement: ASTM C 1329/C 1329M. D. size each mockup not smaller than two adjacent whole units or approximately 1200 mm in least dimension. F. If not otherwise indicated.1 A. Blend several sands if necessary to achieve suitable match. MORTAR MATERIALS Portland Cement: ASTM C 150/C 150M. workmanship. Do not use products or tools that could leave residue on surfaces. sized to suit joint thicknesses and bed depths of masonry units. use known measure. 2. 1. Minimal possibility of damaging exposed surfaces. Use formulation that is vapor and water permeable (equal to or more than the masonry unit). has lower modulus of elasticity than masonry units being repaired. Mortar Pigments: Where mortar pigments are indicated. 4. Colored Mortar: Produce mortar of color required by using specified ingredients. and develops high bond strength to all types of masonry.5 A. ACCESSORY MATERIALS Setting Buttons and Shims: Resilient plastic. MORTAR MIXES Measurement and Mixing: Measure cementitious materials and sand in a dry condition by volume or equivalent weight. UAE Title: DOCUMENT VOLUME 02. MANUFACTURED REPAIR MATERIALS Brick Patching Compound: Factory-mixed cementitious product that is custom manufactured for patching brick masonry. Formulate patching compound in colors and textures to match each masonry unit being patched. 2. Other Products: Select materials and methods of use based on the following. Consistency of each application. DUBAI. 2. 2. Mixes: Mix mortar materials in the following proportions: Division 04 Section 040120 Page 4 of 7 Blockwork Repair . 5. B. except for carbon black which is limited to 2 percent. Water: Potable.01 GENERAL SPECIFICATIONS ARCHITECTURE G. Do not use admixtures in mortar unless otherwise indicated. Uniformity of the resulting overall appearance. Do not measure by shovel. do not add pigment exceeding 10 percent by weight of the cementitious or binder materials. exhibits low shrinkage. subject to approval of a mockup: 1. B. less the required depth of pointing materials unless removed before pointing. D. 3.4 A. 2. Previous effectiveness in performing the work involved. C. Do not alter specified proportions without Architect's approval.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Mix materials in a clean. nonstaining to masonry.3 A. mechanical batch mixer. 3. 1. Products: Subject to compliance with requirements. 2 A. Property Specification. Proportion Specification. cracks. rotted wood. C. UAE Title: DOCUMENT VOLUME 02. 1 part portland cement. PART 3 . Notify Architect of unforeseen detrimental conditions including voids. Division 04 Section 040120 Page 5 of 7 Blockwork Repair . lintels. spalled. without damaging surrounding masonry. Do not use broken units unless they can be cut to usable size. and loose units in existing masonry backup. D. with cementitious material limited to portland cement and lime Rebuilding (Setting) Mortar by Property: ASTM C 270. remove bricks that are damaged. 1. Provide temporary rain drainage during work to direct water away from building. Carefully remove entire units from joint to joint.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. in a manner that permits replacement with full-size units. Pigmented. or deteriorated. Remove sealants by cutting close to brick with utility knife and cleaning with solvents. Rebuilding (Setting) Mortar by Volume: ASTM C 270. Maintain flashing. and other deteriorated items. B. and loose particles in preparation for brick replacement. reinforcement. Remove in an undamaged condition as many whole bricks as possible. 1 part lime. PROTECTION Remove gutters and downspouts adjacent to masonry and store during masonry repair. setting (rebuilding) mortar of colors required. bulges. G. where possible. F. and 6 parts sand Rebuilding (Setting) Mortar by Type: ASTM C 270. Clean masonry surrounding removal areas by removing mortar. 2. rusted metal. Type N unless otherwise indicated. Type N unless otherwise indicated. 3. Support and protect remaining masonry that surrounds removal area. E. 4.1 A. Proportion Specification. with cementitious material limited to portland cement and lime masonry cement or mortar cement. DUBAI. Colored Mortar: Add mortar pigments to produce exposed. 2. Remove mortar. BRICK REMOVAL AND REPLACEMENT At locations indicated. and adjoining construction in an undamaged condition. brushes. Reinstall when repairs are complete. loose particles. and soil from brick by cleaning with hand chisels. matching existing brick.EXECUTION 3. 3. 1. and water. dust. Replace removed damaged brick with other removed brick in good condition.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 6. sharp. 3. Wet both replacement and surrounding bricks that have ASTM C 67 initial rates of absorption (suction) of more than 30 g/194 sq. Carefully remove additional material so patch does not have feathered edges but has square or slightly undercut edges on area to be patched and is at least 6 mm thick. head. unchipped edges. 2. Division 04 Section 040120 Page 6 of 7 Blockwork Repair . including weekends and holidays.64 "Brick Masonry Repointing. Combine one or more colors of patching compound. 2. but without standing water. DUBAI. Mask adjacent mortar joint or rake out for repointing if patch extends to edge of masonry unit. Butter ends with enough mortar to fill head joints and shove into place.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. remove shims and other devices interfering with pointing of joints.3 A. Rake out mortar used for laying brick before mortar sets according to Section 040120. 4. J. Tool exposed mortar joints in repaired areas to match joints of surrounding existing brickwork. 3." Point at same time as repointing of surrounding area. but not less than recommended in writing by patching compound manufacturer. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE H. cm per min. UAE Title: DOCUMENT VOLUME 02. Remove loose material from masonry surface. 3. Use wetting methods that ensure that units are nearly saturated but surface is dry when laid. Roughen surface of each layer to provide a key for next layer. as needed. I. Maintain joint width for replacement units to match existing joints. Mix patching compound in individual batches to match each unit being patched. Hairline cracking within the mortar or mortar separation at edge of a joint is unacceptable. Curing: Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours. Place patching compound in layers as recommended in writing by patching compound manufacturer. Rinse surface to be patched and leave damp. MASONRY UNIT PATCHING Patching Bricks: 1. 5. Completely remove such mortar and repoint. Install replacement brick into bonding and coursing pattern of existing brick. 1. 1. but not less than 6 mm or more than 50 mm thick. If cutting is required. to produce exact match. and collar joints. Brush-coat surfaces with slurry coat of patching compound according to manufacturer's written instructions. Lay replacement brick with rebuilding (setting) mortar and with completely filled bed. Use setting buttons or shims to set units accurately spaced with uniform joints. When mortar is hard enough to support units. 1. use a motor-driven saw designed to cut masonry with clean. applied by low pressure spray. Trowel.4 A. FINAL CLEANING After mortar has fully hardened. Keep each layer damp for 72 hours or until patching compound has set. 1. UAE Title: DOCUMENT VOLUME 02. Shape and finish surface before or after curing. use wood scrapers. DUBAI. stiff-nylon or -fiber brushes.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. END OF SECTION 040120 Division 04 Section 040120 Page 7 of 7 Blockwork Repair . 3. 2. and clean water.01 GENERAL SPECIFICATIONS ARCHITECTURE 7. Do not use metal scrapers or brushes. scrape. Do not use acidic or alkaline cleaners. to best match existing masonry unit. or carve surface of patch to match texture and surrounding surface plane or contour of masonry unit. as determined by testing. 8. thoroughly clean exposed masonry surfaces of excess mortar and foreign matter. 1 1.2 1.……… PROTECTION……………………………………………………………………………………..0 1.5 1.1 2. QUALITY ASSURANCE………………………………………………………………………….64 Page 1 of 6 Mansonry Repponting . UNIT PRICES. ACTION SUBMITTALS…………………………………………………………………………. PREINSTALLATION MEETINGS……………………………………………………………….0 2. SUMMARY………………………………………………………………………………………. INFORMATIONAL SUBMITTALS………………………………………………………………. 3 3 3 3.3 1.. REPOINTING MASONRY………………………………………………………………………. 4 4 4 5 Division 04 Section 040120..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH... UAE Title: DOCUMENT VOLUME 02.1 3. 2 2 2 2 2 2 2 2.64 – BLOCKWORK REPOINTING TABLE OF CONTENTS 1.3 EXECUTION…………………………………………………………………………….6 GENERAL……………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040120..2 3.……………………………………………………………………………………..4 1.2 PRODUCTS……………………………………………………………………………………. DUBAI.0 3. FINAL CLEANING………………………………………………………………………………. MORTAR MATERILAS…………………………………………………………………………… MORTAR MIXES…………………………………………………………………………………. Quality-Control Program: Prepare a written quality-control program for this Project to systematically demonstrate the ability of personnel to properly follow methods and use materials and tools without damaging masonry. DUBAI. UAE Title: DOCUMENT VOLUME 02. for each type of repointing required. B. Samples: For each exposed product and for each color and texture specified. Division 04 Section 040120. UNIT PRICES Work of this Section is affected by unit prices specified in Section 012200 "Unit Prices. 1. ACTION SUBMITTALS Product Data: For each type of product. and extent to that indicated for this Project with a record of successful inservice performance. Experience in only installing masonry is insufficient experience for masonry repointing work. Firm shall have completed work similar in material. C. 1. each approximately 900 mm high by 1200 mm wide. 1.1 A.4 A.5 A. QUALITY ASSURANCE Brick Masonry Repointing Specialist Qualifications: Engage an experienced brick masonry repointing firm to perform work of this Section.64 – BLOCKWORK REPOINTING PART 1 . Mockups: Prepare mockups of brick masonry repointing to demonstrate aesthetic effects and to set quality standards for materials and execution. INFORMATIONAL SUBMITTALS Quality-control program.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 040120. SUMMARY Section includes repointing joints with mortar.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. unless otherwise indicated. 1. Include provisions for supervising performance and preventing damage. B. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site 1. Repointing: Rake out joints in two separate areas." 1.3 A. and repoint one of the areas.6 A. design.2 A.GENERAL 1.64 Page 2 of 6 Mansonry Repponting . F. white or gray. 1. 1. 2. granite. Mix materials in a clean. DUBAI. Mortar Cement: ASTM C 1329/C 1329M. UAE Title: DOCUMENT VOLUME 02. Match size. MORTAR MATERIALS Portland Cement: ASTM C 150/C 150M. Type I or Type II. compounded for use in mortar mixes. E. Then mix again. Mortar Sand: ASTM C 144.2 A. except Type III may be used for cold-weather construction. texture. 1. Masonry Cement: ASTM C 91/C 91M.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. C. Mixing Pointing Mortar: Thoroughly mix cementitious materials and sand together before adding any water. or other sound stone of color necessary to produce required mortar color. use known measure.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . 1. Blend several sands if necessary to achieve suitable match. and having a record of satisfactory performance in masonry mortars. 2. and gradation of existing mortar sand as closely as possible. Color: Provide natural sand or ground marble. 1. Use mortar within one hour of final mixing.64 Page 3 of 6 Mansonry Repponting . Water: Potable. Division 04 Section 040120. Products: Subject to compliance with requirements. 1.60 percent total alkali when tested according to ASTM C 114. unworkable mix that retains its form when pressed into a ball. Type S. D. do not retemper or use partially hardened material. Products: Subject to compliance with requirements. Hydrated Lime: ASTM C 207. Mortar Pigments: ASTM C 979/C 979M. G. adding only enough water to produce a damp.PRODUCTS 2. Products: Subject to compliance with requirements. mechanical batch mixer. Maintain mortar in this dampened condition for 15 to 30 minutes. or both where required for color matching of mortar. Do not measure by shovel. Provide cement containing not more than 0. MORTAR MIXES Measurement and Mixing: Measure cementitious materials and sand in a dry condition by volume or equivalent weight. Add remaining water in small portions until mortar reaches desired consistency. 3. Cracks that can be penetrated 6 mm or more by a knife blade 0.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Hollow-sounding joints when tapped by metal object. e. PROTECTION Remove gutters and downspouts and associated hardware adjacent to masonry and store during masonry repointing. without tools. Cracks 1.1 A. UAE Title: DOCUMENT VOLUME 02. Reinstall when repointing is complete. Do not alter specified proportions without Architect's approval.2 A. PART 3 . C.7 mm thick. Do not rake out and repoint joints where not required. Colored Mortar: Produce mortar of color required by using specified ingredients. Division 04 Section 040120. DUBAI. Provide temporary rain drainage during work to direct water away from building. 2. Proportion Specification. Proportion Specification. 1.EXECUTION 3. Holes and missing mortar. Joints filled with substances other than mortar. 1. 3. 3. Type N unless otherwise indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Deterioration to point that mortar can be easily removed by hand. Mortar Pigments: Where mortar pigments are indicated. D. and 6 parts sand Pointing Mortar by Type: ASTM C 270. Type N unless otherwise indicated. c. g. Property Specification.64 Page 4 of 6 Mansonry Repponting . Seal joints according to Section 079200 "Joint Sealants. Pointing Mortar by Property: ASTM C 270. Eroded surfaces 6 mm or more deep.6 mm 3 mm or more in width and of any depth. 1 part portland cement. REPOINTING MASONRY Rake out and repoint joints to the following extent: 1. do not add pigment exceeding 10 percent by weight of the cementitious or binder materials. All joints in areas indicated. Mixes: Mix mortar materials in the following proportions: 1. except for carbon black which is limited to 2 percent. d. f. b. with cementitious material limited to portland cement and lime masonry cement Add mortar pigments to produce mortar colors required. Joints indicated as sealant-filled joints. 1 part lime. with cementitious material limited to portland cement and lime masonry cement. B. Pointing Mortar by Volume: ASTM C 270. Do not use admixtures in mortar unless otherwise indicated." Joints at locations of the following defects: a. 2. use wood scrapers. Rinse joint surfaces with water to remove dust and mortar particles. Where repointing work precedes cleaning of existing masonry. 2.64 Page 5 of 6 Mansonry Repponting . E. Time rinsing application so. Completely remove such mortar and repoint. Apply in layers not greater than 9 mm until a uniform depth is formed. consult Architect for direction. 6. Division 04 Section 040120. cracks.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Take care not to spread mortar beyond joint edges onto exposed masonry surfaces or to featheredge the mortar. rotted wood. Remove excess mortar from edge of joint by brushing. If rinse water dries. 4. Hairline cracking within mortar or mortar separation at edge of a joint is unacceptable. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours. Do not spall edges of masonry units or widen joints. rusted metal. D. loose masonry units. point joints by placing mortar in layers not greater than 9 mm Fully compact each layer and allow to become thumbprint hard before applying next layer. 3. Pointing with Mortar: 1. applied by low pressure spray. After deep areas have been filled to same depth as remaining joints. Where existing masonry units have worn or rounded edges. Replace or patch damaged masonry units as directed by Architect. stiff-nylon or -fiber brushes. Fully compact each layer. When mortar is thumbprint hard. 1. Rake out joints as follows.3 A. dampen joint surfaces before pointing. Remove mortar from joints to depth of 2 times joint width but not less than 13 mm or not less than that required to expose sound. including weekends and holidays. and clean water. and other deteriorated items. 2. tool joints to match original appearance of joints as demonstrated in approved mockup. joint surfaces are damp but free of standing water. 5. Do not remove unsound mortar more than 50 mm deep. unweathered mortar. at time of pointing. Brush. allow mortar to harden at least 30 days before beginning cleaning work. Apply pointing mortar first to areas where existing mortar was removed to depths greater than surrounding areas. DUBAI. Remove mortar from masonry surfaces within raked-out joints to provide reveals with square backs and to expose masonry for contact with pointing mortar. 3. UAE Title: DOCUMENT VOLUME 02. vacuum. or flush joints to remove dirt and loose debris. slightly recess finished mortar surface below face of masonry to avoid widened joint faces. thoroughly clean exposed masonry surfaces of excess mortar and foreign matter. F. according to procedures demonstrated in approved mockup: 1. Do not use metal scrapers or brushes. and allow it to become thumbprint hard before applying next layer. 3. FINAL CLEANING After mortar has fully hardened. Notify Architect of unforeseen detrimental conditions including voids in mortar joints.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. UAE Title: DOCUMENT VOLUME 02. Do not use acidic or alkaline cleaners.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.64 Division 04 Section 040120.64 Page 6 of 6 Mansonry Repponting . END OF SECTION 040120. DUBAI. FLASHING.1 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MASONRY UNITS..8 3. MASONRY-CELL INSULATION………………………………………………………………… CAVITY-WALL INSULATION……………………………………………………………………. ANCHORING MASONRY VENEERS………………………………………………………….. LAYING MASONRY WALLS…………………………………………………………………….11 3.9 2.. POINTING AND CLEANING…………………………………………………… MASONRY WASTE DISPOSAL………………………………………………………………… 9 9 9 10 11 11 12 13 13 14 15 15 15 Division 04 Section 042000 Page 1 of 15 Unit Masonry .0 1.9 3.4 1. MORTAR AND GROUT MATERIALS…………………………………………………………… EMBEDDED FLASHING MATERILAS…………………………………………………………… MISCELLANEOUS MASONRY ACCCESSORIES……………………………………………. MORTAR BEDDING AND JOINTING…………………………………………………………. GENERAL…………………………………………………………………….1 1.0 3. INSTALLATION.……………………………………………………………….6 3.5 3. SUMMARY………………………………………………………………………………………..8 2. MORTAR AND GROUT MIXES………………………………………………………………… 4 4 4 5 5 6 7 7 8 8 8 3.7 3. COMPOSITE MASONRY……………………………………………………………………….7 2. TOLERANCES……………………………………………………………………………………. ACTUAL SUBMISSION…………………………………………………………………………..6 2. WEEP HOLES..2 1.5 GENERAL……………………………………………………………………………………….4 2.0 2. PRECONSTRUCTION TESTING. GENERAL…………………………………………………………………. CAVITY DRAINAGE AND VENTS……………………………. CONCRETE AND MASONRY LINTELS……………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 042000 – UNIT MASONRY TABLE OF CONTENTS 1.10 3...4 3.2 3.5 2.. CAVITY WALLS………………………………………………………………………………….12 EXECUTION…………………………………………………………………………………….3 2. MASONRY CLEANERS…………………………………………………………………………. QUALITY ASSURANCE…………………………………………………………………………..3 1. 2 2 2 2 3 4 2. PROJECT CONDITION…………………………………………………………………………..2 2. CONCRETE MASONRY UNITS……………………………………………………………….10 PRODUCTS…………………………………………………………………………………….. UAE Title: DOCUMENT VOLUME 02.3 3..1 3. FIELD QUALITY CONTROL……………………………………………………………………… PARGING………………………………………………………………………………………… REPAIRING. 4. 1.1 A. Section 072500. Section 071354 Thermoplastic Sheet waterproofing Section 055000 Metal Fabrications for Metal Flashings Section 09113 -Interior Paint.Weather Barriers Section 078413. ACTION SUBMITTALS Product Data: For each type of product indicated. according to ASTM C 780 for compressive strength. 2. 2. 4. UAE Title: DOCUMENT VOLUME 02. 5. Concrete masonry units (CMU's). according to ASTM C 140 for compressive strength. and ASTM C 91 for air content. Grout Test (Compressive Strength): For each mix required. 1. Concrete Masonry Unit Test: For each type of unit required. according to ASTM C 109/C 109M for compressive strength. Mortar and Grout Ties and Anchors Embedded Flashing Related Sections: 1. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. B.Penetration Fire Stopping Section 079200.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3.3 A. 6.GENERAL 1. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 042000 – UNIT MASONRY PART 1 . according to ASTM C 1019. SUMMARY Section Includes: 1. 2. LEED/EHS Submittals: Division 04 Section 042000 Page 2 of 15 Unit Masonry .Joint Seals Clay Masonry Unit Test: For each type of unit required. 1. 7. 4.2 A. 3. 5. ASTM C 1506 for water retention. according to ASTM C 67 for compressive strength. Mortar Test (Property Specification): For each mix required. PRECONSTRUCTION TESTING Preconstruction Testing Service: Owner will engage a qualified independent testing agency to perform preconstruction testing indicated below. Mortar Test (Property Specification): For each mix required. Section 09123 -Exterior Paint. DUBAI. or recovery for each raw material. 2. Include test reports for mortar mixes required to comply with property specification. Include test reports. G. Include brand. Include description of type and proportions of ingredients." Fabricated Flashing: Detail corner units. Provide for each type and size of the following: 1. harvest. Masonry units. through one source from a single manufacturer for each product required. 2. QUALITY ASSURANCE Masonry Standard: Comply with ACI 530. profiles. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. and ASTM C 91 for air content. and locations of special shapes. a. INFORMATIONAL SUBMITTALS F.1/ASCE 6/TMS 602 unless modified by requirements in the Contract Documents. end-dam units. 3. profiles. Test according to ASTM C 109/C 109M for compressive strength. C. ASTM C 1506 for water retention. Stone Trim Units: Show sizes. Comply with ACI 315. according to ASTM C 1019. 1. Include statement indicating cost for each regional material and the fraction by weight that is considered regional. 2. 1. Accessories embedded in masonry. Shop Drawings: 1. or a uniform blend within the ranges accepted for these characteristics. Samples for Verification: 1. Material Certificates: Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Weep holes/vents. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color. Masonry Units: Show sizes. D. DUBAI. UAE Title: DOCUMENT VOLUME 02. Mix Designs: For each type of mortar and grout. type. and name of manufacturer. 4. "Details and Detailing of Concrete Reinforcement. for grout mixes required to comply with compressive strength requirement. Division 04 Section 042000 Page 3 of 15 Unit Masonry . Include material test reports substantiating compliance with requirements. E.01 GENERAL SPECIFICATIONS ARCHITECTURE Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials indicating location and distance from Project of material manufacturer and point of extraction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. coursing. B.4 A. and other special applications. and locations of each stone trim unit required. 2. CONCRETE MASONRY UNITS Regional Materials: CMUs shall be manufactured within 800 km of Project site from aggregates and cement that have been extracted. 1. as well as manufactured.PRODUCTS 2. 1. MASONRY UNITS. 2. Protect approved sample panels from the elements with weather-resistant membrane. UAE Title: DOCUMENT VOLUME 02. cracks. Approval of sample panels is for color. E. as acceptable to authorities having jurisdiction. by equivalent masonry thickness. by equivalent concrete masonry thickness.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5 A. Division 04 Section 042000 Page 4 of 15 Unit Masonry . from a single manufacturer for each cementitious component and from one source or producer for each aggregate.1/ASCE 6/TMS 602. and blending of masonry units. Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects. Comply with requirements in Section 014000 "Quality Requirements" for mockups. texture. PART 2 . Build sample panels for typical exterior and interior walls in sizes approximately 48 inches (1200 mm) long by 48 inches (1200 mm) high by full thickness. provide units that comply with requirements for fireresistance ratings indicated as determined by testing according to ASTM E 119. relationship of mortar and sealant colors to masonry unit colors. or other defects exceeding limits stated in the standard. PROJECT CONDITIONS Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530. DUBAI. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality. or by other means. a. or recovered. Fire-Resistance Ratings: Where indicated. B. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing. and other material and construction qualities specifically approved by Architect in writing. D.1 A. including color for exposed masonry. harvested. provide materials and construction identical to those of assemblies with fire-resistance ratings determined per ASTM E 119 by a testing and inspecting agency. 2. 3. tooling of joints. Do not use units where such defects will be exposed in the completed Work.01 GENERAL SPECIFICATIONS ARCHITECTURE C. aesthetic qualities of workmanship. GENERAL Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips.2 A. as acceptable to authorities having jurisdiction. or by other means. within 800 km of Project site. Fire-Resistance Ratings: Where indicated. and lime shall be extracted.3 A. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. UAE Title: DOCUMENT VOLUME 02. C. CONCRETE AND MASONRY LINTELS General: Provide one of the following: B.m Unless otherwise specified on the drawings. cement. or recovered. D. 1. E. Density Classification: 1350 kg/cu. Provide lintels with net-area compressive strength not less than CMUs. and density classification. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 50kg/sqm unless otherwise specified on the drawings. Concrete Lintels: Precast or formed-in-place concrete lintels complying with requirements in Section 033000 "Cast-in-Place Concrete. except Type III may be used for cold-weather construction. C. Products: Subject to compliance with requirements. matching CMUs in color. but are not limited to. B. Division 04 Section 042000 Page 5 of 15 Unit Masonry . 2. integral water repellent admixture that does not reduce flexural bond strength For all Enternal walls. Type S. Shapes: Provide shapes indicated and for lintels. Type I or II." and with reinforcing bars indicated. and with reinforcing bars indicated. jambs. DUBAI. Portland Cement: ASTM C 150. Products: Subject to be in compliance with ASTM codes. Provide natural color or white cement as required to produce mortar color indicated. movement joints. Masonry Cement: ASTM C 91. sashes.4 A. harvested. as well as manufactured. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. headers. C. corners. 2. D. Wet Areas and where Indicated. within 800 km of Project site. MORTAR AND GROUT MATERIALS Regional Materials: Aggregate for mortar and grout. 2. Concrete Lintels: ASTM C 1623. bonding. and other special conditions. Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs with reinforcing bars placed as indicated and filled with coarse grout. Hydrated Lime: ASTM C 207.01 GENERAL SPECIFICATIONS ARCHITECTURE B. available products that may be incorporated into the Work include. texture. D. the following: CMUs: ASTM C 90. Integral Water Repellent: Provide units made with liquid polymeric. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. J. noncorrosive. Elastomeric Thermoplastic Flashing: Composite flashing product consisting of a polyester-reinforced ethylene interpolymer alloy. with outer edge bent down 30 degrees and hemmed. I.5 A. Colored Cement Product: Packaged blend made from portland cement and hydrated lime and mortar pigments. UAE Title: DOCUMENT VOLUME 02. M. At exterior face of wall. White-Mortar Aggregates: Natural white sand or crushed white stone. Use only pigments with a record of satisfactory performance in masonry mortar. EMBEDDED FLASHING MATERIALS Metal Flashing: Provide metal flashing complying with Section 076200 "Sheet Metal Flashing and Trim and as follows: 1. and containing no other ingredients. H.01 GENERAL SPECIFICATIONS ARCHITECTURE F. 2. 1. Extend at least 76 mm into wall and 13 mm out from wall. K. Division 04 Section 042000 Page 6 of 15 Unit Masonry . Aggregate for Grout: ASTM C 404. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs containing integral water repellent by same manufacturer. Flexible Flashing: Use one of the following unless otherwise indicated: 1. use aggregate graded with 100 percent passing the 1. Extend at least 76 mm into wall and out to exterior face of wall. For joints less than 6 mm thick. Metal Drip Edge: Fabricate from stainless steel. epoxy-resin-based material formulated for use as pointing mortar for structural-clay tile facing units (and approved for such use by manufacturer of units). compounded for use in mortar mixes and complying with ASTM C 979. Metal Sealant Stop: Fabricate from stainless steel. if not otherwise indicated. Water: Potable. B. accelerating admixture complying with ASTM C 494/C 494M. Type C. in color indicated or. Epoxy Pointing Mortar: ASTM C 395. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides. all complying with specified requirements. Aggregate for Mortar: ASTM C 144. G. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. 2. 2. 3. Cold-Weather Admixture: Nonchloride. as selected by Architect from manufacturer's colors. L.18-mm sieve. DUBAI. and recommended by manufacturer for use in masonry mortar of composition indicated. bend metal back on itself for 19 mm and down into joint 6 mm to form a stop for retaining sealant backer rod. in color selected from manufacturer's standard. MISCELLANEOUS MASONRY ACCESSORIES Compressible Filler: Premolded filler strips complying with ASTM D 1056. flexible extrusion made from UV-resistant polypropylene copolymer. consisting of a louvered vertical leg. Preformed Control-Joint Gaskets: Made from PVC.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Products: Subject to compliance with requirements. D. in color selected from manufacturer's standard. full height and width of head joint and depth 3 mm less than depth of outer wythe. with dovetail shaped notches 175 mm deep. D. Type I (No. 2. with dimpled surface designed to catch mortar droppings and prevent weep holes from clogging with mortar. organic roofing felt complying with ASTM D 226. in color selected by Architect. C. 3 mm less than depth of outer wythe. Solder and Sealants for Sheet Metal Flashings: As specified in Section 076200 "Sheet Metal Flashing and Trim. full-depth of cavity and 250 mm high. 1. Type II (surface treated for water repellency and limited moisture absorption) or Type IV (surface treated for water repellency and to limit dust generation). Weep/Vent Products: Use one of the following unless otherwise indicated: 1. 3. 2. MASONRY-CELL INSULATION Loose-Granular Fill Insulation: Perlite complying with ASTM C 549. Type PVC65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall. Strips. and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates. 15 asphalt felt). formulated from PVC B. Bond-Breaker Strips: Asphalt-saturated.7 A. Division 04 Section 042000 Page 7 of 15 Unit Masonry . b. Vinyl Weep Hole/Vent: T-shaped units made from flexible PVC. Cavity Drainage Material: Free-draining mesh. DUBAI. UAE Title: DOCUMENT VOLUME 02. Grade 2A1.6 A. Cellular Plastic Weep/Vent: One-piece. provide one of the following a. size and configuration as indicated. complying with ASTM D 2287. and a top flap to keep mortar out of the head joint. compressible up to 35 percent. flexible wings to seal against ends of masonry units. not less than 19 mm 38 mm thick and 250 mm high. Primers. Strips. 2. Adhesives.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. E. made from polymer strands that will not degrade within the wall cavity. 1. 2. UAE Title: DOCUMENT VOLUME 02. B. to ensure that mortar color is consistent. including pigments. Division 04 Section 042000 Page 8 of 15 Unit Masonry . Provide specially shaped units designed for installing in cores of masonry units. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view. 1.10 A. Type I. Products: Subject to compliance with requirements. CAVITY-WALL INSULATION Extruded-Polystyrene Board Insulation: ASTM C 578. air-entraining agents. 2. Portland cement: ASTM C 150. and other new construction stains from new masonry without discoloring or damaging masonry surfaces. 1. closed-cell product extruded with an integral skin.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Masonry Cement: ASTM C 91. antifreeze compounds. accelerators. cellular thermal insulation formed by the expansion of polystyrene-resin beads or granules in a closed mold to comply with ASTM C 578. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. For exterior masonry. regardless of weather conditions. Hydrated Lime: ASTM C 207. Products: Subject to compliance with requirements. water-repellent agents. or other admixtures. B. use portland cement-lime mortar. E. 5. 2. MORTAR AND GROUT MIXES General: Do not use admixtures.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Type S. use portland cement-lime mortar. Provide natural color or white cement as required to produce mortar color indicated. unless otherwise indicated. For reinforced masonry. retarders. D. MASONRY CLEANERS Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains. Portland Cement-Lime Mix: Packaged blend of Portland cement and hydrated lime containing no other ingredients. Use portland cement-lime mortar unless otherwise indicated. except Type III may be used for cold-weather construction. 3. Molded-Polystyrene Insulation Units: Rigid. 4.8 A. Mortar Cement: ASTM C 1329. C. DUBAI. Do not use calcium chloride in mortar or grout. Type I or II.9 A. Adhesive: Type recommended by insulation board manufacturer for application indicated. A. 2. efflorescence. For dimensions in cross section or elevation do not vary by more than plus 12 mm or minus 6 mm.2 A. containing integral water repellent by same manufacturer. 1. 2. I. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. provide clean. Division 04 Section 042000 Page 9 of 15 Unit Masonry . TOLERANCES Dimensions and Locations of Elements: 1. and containing no other ingredients. For joints less than 6 mm thick. Water: Potable only PART 3 . H. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. cut edges concealed. where possible. DUBAI. Colored Portland Cement-Lime Mix: a. Allow units to dry before laying unless wetting of units is specified. sharp. use aggregate graded with 100 percent passing the 1. Colored Cement Product: Packaged blend made from Portland cement and hydrated lime masonry cement or mortar cement and mortar pigments. Products: Subject to compliance with requirements. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs. G.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE F. 2. If cutting is required to provide a continuous pattern or to fit adjoining construction. GENERAL Use full-size units without cutting if possible. all complying with specified requirements. UAE Title: DOCUMENT VOLUME 02. Aggregate for Grout: ASTM C 404. cut units with motor-driven saws. 1. B.1 A. White-Mortar Aggregates: Natural white sand or crushed white stone. INSTALLATION. unchipped edges.EXECUTION 3. Install cut units with cut surfaces and. Products: Subject to compliance with requirements. 1. 2. Aggregate for Mortar: ASTM C 144. 3. Products: Subject to compliance with requirements. Colored Masonry Cement: a.18-mm sieve. 3. E.3 A. C. sills. 9 mm in 6 m. do not vary from thickness indicated by more than plus or minus 3 mm. do not use units with less than nominal 100-mm horizontal face dimensions at corners or jambs. reveals. do not vary from level by more than 3 mm in 3 m. do not vary from thickness indicated by more than plus 9 mm or minus 6 mm. or 12 mm maximum. For lines and surfaces do not vary from straight by more than 6 mm in 3 m. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and offsets. B. For bed joints. at other locations. D. parapets. where possible. For exposed head joints. beams. 3. with a maximum thickness limited to 12 mm. jambs. Bond Pattern for Exposed Masonry: Unless otherwise indicated. For head and collar joints. do not vary from plumb by more than 3 mm in 3 m. Joints: 1. 3. UAE Title: DOCUMENT VOLUME 02. 5. 6 mm in 6 m.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. 9 mm in 6 m. lintels. returns. such as lintels. For conspicuous horizontal lines. Division 04 Section 042000 Page 10 of 15 Unit Masonry . posts. and. DUBAI. Avoid using less-than-half-size units. 3. Fill in solidly with masonry around built-in items. or 12 mm maximum. and similar items unless otherwise indicated. or 12 mm maximum. 6 mm in 6 m. 2. build in items specified in this and other Sections. or 12 mm maximum. B. and reveals. Fill cores in hollow CMUs with grout 600 mm under bearing plates. For bed joints and top surfaces of bearing walls do not vary from level by more than 6 mm in 3 m. LAYING MASONRY WALLS Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings. 4. 3. For conspicuous vertical lines. For location of elements in elevation do not vary from that indicated by more than plus or minus 6 mm in a story height or 12 mm total. Built-in Work: As construction progresses. For location of elements in plan do not vary from that indicated by more than plus or minus 12 mm. particularly at corners. or 12 mm maximum. 2. C. and expansion and control joints. For vertical lines and surfaces do not vary from plumb by more than 6 mm in 3 m. Lines and Levels: 1. door jambs. movement-type joints. do not vary from thickness indicated by more than plus or minus 3 mm. such as external corners. lay exposed masonry in running bond. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 2. Individual Metal Ties: Provide ties as shown installed in horizontal joints. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint) unless otherwise indicated. Collar Joints in Clay Tile Masonry: After each course is laid. Corners: Provide interlocking masonry unit bond in each wythe and course at corners unless otherwise indicated. Where bed joints of wythes do not align. use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties. COMPOSITE MASONRY Bond wythes of composite masonry together using one of the following methods: 1. but not less than one metal tie for of wall area spaced not to exceed o. Tool exposed joints slightly concave when thumbprint hard. At intersecting and abutting walls. With entire units. vertically. C.5 A. a. D. D. Stagger ties in alternate courses. B. 2. C. DUBAI. Where bed joints of both wythes align. columns. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. Do not deeply furrow bed joints or slush head joints. longitudinal joint between wythes solidly with mortar at exterior walls. except cavity walls and interior walls and partitions. using a jointer larger than joint thickness unless otherwise indicated.c. Provide additional ties within 305 mm of openings and space not more than 914 mm apart around perimeter of openings. use ladder-type reinforcement extending across both wythes tab-type reinforcement. Lay solid masonry units with completely filled bed and head joints. fill the vertical. Masonry Joint Reinforcement: Installed in horizontal mortar joints. UAE Title: DOCUMENT VOLUME 02. MORTAR BEDDING AND JOINTING Lay hollow CMUs as follows: 1. 4. B.c. With webs fully bedded in mortar in grouted masonry. Division 04 Section 042000 Page 11 of 15 Unit Masonry . With webs fully bedded in mortar in all courses of piers.c. and pilasters. vertically. including areas under cells. butter ends with sufficient mortar to fill head joints and shove into place. Collar Joints: Solidly fill collar joints by parging face of first wythe that is laid and shoving units of other wythe into place.4 A. horizontally and 406 mm o. 3. b. including starting course on footings. 3. provide ties at no more than 610 mm o. fully bedded in mortar at starting course on footings where cells are not grouted. Provide rigid metal anchors not more than 610 mm o. use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties. embed ends in mortar-filled cores. both ways. D. spaced approximately 300 mm o.c. 3. vertically.c. Fit courses of insulation between wall ties and other confining obstructions in cavity.01 GENERAL SPECIFICATIONS ARCHITECTURE E.c. with edges butted tightly both ways. Masonry Joint Reinforcement: Installed in horizontal mortar joints. 2. Bevel beds away from cavity. bond walls together as follows: 1. CAVITY WALLS Bond wythes of cavity walls together using one of the following methods: 1. Keep cavities clean of mortar droppings and other materials during construction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH." E. UAE Title: DOCUMENT VOLUME 02. If used with hollow masonry units.c. use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties to allow for differential movement regardless of whether bed joints align. Parge cavity face of backup wythe in a single coat approximately 10 mm thick. use ladder-type reinforcement extending across both wythes. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture. on inside face of insulation boards. c. or attach with plastic fasteners designed for this purpose. provide ties at no more than 610 mm o. C. Individual Metal Ties: Provide ties as shown installed in horizontal joints. horizontally and 406 mm o. Trowel face of parge coat smooth. 2. Provide additional ties within 305 mm of openings and space not more than 915 mm apart around perimeter of openings. Apply air barrier to face of backup wythe to comply with Section 072726 "Fluid-Applied Membrane Air Barriers. Division 04 Section 042000 Page 12 of 15 Unit Masonry .c. B. Where bed joints of both wythes align. b. F. DUBAI. Press units firmly against inside wythe of masonry or other construction as shown. Provide individual metal ties not more than 203 mm Provide continuity with masonry joint reinforcement by using prefabricated T-shaped units.6 A. 3. At intersecting and abutting walls. Where one wythe is of clay masonry and the other of concrete masonry. to minimize mortar protrusions into cavity. Stagger ties in alternate courses. Do not attempt to trowel or remove mortar fins protruding into cavity. Where bed joints of wythes do not align. vertically. but not less than one metal tie for of wall area spaced not to exceed o. Installing Cavity-Wall Insulation: Place small dabs of adhesive. Coat cavity face of backup wythe to comply with Section 071113 "Bituminous Dampproofing. a. CAVITY DRAINAGE AND VENTS General: Install embedded flashing and weep holes in masonry at shelf angles. and other obstructions to upward flow of air in cavities. place through-wall flashing on sloping bed of mortar and cover with mortar. 2. Install additional anchors within 305 mm of openings and at intervals. other obstructions to downward flow of water in wall. UAE Title: DOCUMENT VOLUME 02. not exceeding 914 mm. Install metal drip edges beneath flexible flashing at exterior face of wall. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Install vents at shelf angles. 4. vertically and 813 mm o.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. ANCHORING MASONRY VENEERS Anchor masonry veneers to wall framing and concrete and masonry backup with seismic masonry-veneer anchors to comply with the following requirements: 1. Where flashing is within mortar joint. Stop flexible flashing 13 mm back from outside face of wall and adhere flexible flashing to top of metal drip edge. FLASHING. Install flashing as follows unless otherwise indicated: 1.25 sq. or tape as recommended by flashing manufacturer. lintels. but not more than 406 mm o. Provide not less than 50 mm of air space between back of masonry veneer and face of sheathing. DUBAI. unless otherwise indicated. 3. m of wall area. ledges. At lintels and shelf angles.8 A. around perimeter. At heads and sills. sealant.c. 3. C. Install metal flashing termination beneath flexible flashing at exterior face of wall. Embed tie sections connector sections and continuous wire in masonry joints. Division 04 Section 042000 Page 13 of 15 Unit Masonry . extend flashing a minimum of 150 mm into masonry at each end. horizontally with not less than 1 anchor for each m 0. 2. Install weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows: 1. Use two fasteners unless anchor design only uses one fastener. and where indicated. Use specified weep/vent products to form weep holes. ledges.7 A. Before covering with mortar. 4.c. Space anchors as indicated. 2. Locate anchor sections to allow maximum vertical differential movement of ties up and down.c. Fasten screw-attached and seismic anchors through sheathing to wall framing and to concrete and masonry backup with metal fasteners of type indicated. WEEP HOLES. B. extend flashing 150 mm at ends and turn up not less than 50 mm to form end dams. and where indicated. Stop flexible flashing 13 mm back from outside face of wall and adhere flexible flashing to top of metal flashing termination. Space weep holes 600 mm o. seal penetrations in flashing with adhesive. Concrete Masonry Unit Test: For each type of unit provided. Testing Prior to Construction: One set of tests. Begin masonry construction only after inspectors have verified proportions of siteprepared mortar.9 A. UAE Title: DOCUMENT VOLUME 02. 1. Test mortar for mortar air content and compressive strength. according to ASTM C 780." 1. according to ASTM C 67 for compressive strength. E. Place grout only after inspectors have verified compliance of grout spaces and of grades. Allow inspectors access to scaffolding and work areas. Mortar Test (Property Specification): For each mix provided. Cover cavity side of weep holes with plastic insect screening at cavities insulated with loose-fill insulation. D. Inspections: Level 1 Level 2 special inspections according to the "International Building Code. Clay Masonry Unit Test: For each type of unit provided. E. sizes. Close cavities off vertically and horizontally with blocking in manner indicated. Testing Frequency: One set of tests for each 464 sq. according to ASTM C 780.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Place cavity drainage material in cavities to comply with configuration requirements for cavity drainage material in "Miscellaneous Masonry Accessories" Article. Place grout only after inspectors have verified proportions of site-prepared grout. C. 3. m of wall area or portion thereof. Grout Test (Compressive Strength): For each mix provided. Install vents in head joints in exterior wythes at spacing indicated. Install through-wall flashing and weep holes above horizontal blocking. according to ASTM C 1019. Use specified weep/vent products to form vents. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. 3. Division 04 Section 042000 Page 14 of 15 Unit Masonry . H. DUBAI. and locations of reinforcement. B. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided. FIELD QUALITY CONTROL Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. 2. F. I. as needed to perform tests and inspections. according to ASTM C 140 for compressive strength.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. G. D. DUBAI. Use a steel-trowel finish to produce a smooth. and legally dispose of off Owner's property. PARGING Parge exterior faces of below-grade masonry walls. 4. 5. UAE Title: DOCUMENT VOLUME 02. 1. 3. B.11 A. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. 2. END OF SECTION 042000 Division 04 Section 042000 Page 15 of 15 Unit Masonry . 3. Protect surfaces from contact with cleaner.12 A. in 2 uniform coats to a total thickness of 19 mm. C. where indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. leave one-half of panel uncleaned for comparison purposes. Form a wash at top of parging and a cove at bottom. Final Cleaning: After mortar is thoroughly set and cured.10 A. Wet wall surfaces with water before applying cleaners. 3. clean exposed masonry as follows: 1. including excess or soilcontaminated sand. POINTING AND CLEANING In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. 6. and broken masonry units. Do not dispose of masonry waste as fill within 450 mm of finished grade. Test cleaning methods on sample wall panel. remove cleaners promptly by rinsing surfaces thoroughly with clear water. and other masonry waste. MASONRY WASTE DISPOSAL Waste Disposal as Fill Material: Dispose of clean masonry waste. as described above. Damp-cure parging for at least 24 hours and protect parging until cured. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill. flat. REPAIRING.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. by crushing and mixing with fill material as fill is placed. waste mortar. B. B. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. dense surface. DIVISION 05 ________________________________________________________________________ METALS . FIELD CONNECTIONS………………………………………………………………………….0 2. QUALITY ASSURANCE…………………………………………………………………………. BOLTS’ CONNECTORS AND ANCHORS…………………………………………………….6 1. DUBAI. SHOP PRIMING………………………………………………………………………………….……………………………………………………………………………………………...1 3.0 1. DELIVERY..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 051213 – ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING TABLE OF CONTENTS 1. FILLER. PREINSTALLATION MEETINGS………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………..1 2. UAE Title: DOCUMENT VOLUME 02.6 EXECUTION…………………………………………………………………………………….3 3. SUMMARY………………………………………………………………………………………..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5 2. EXAMINATION………………………………………………………………………………….. FIELD QUALITY CONTROL……………………………………………………………………… REPAIRS AND PROTECTION…………………………………………………………………… 6 6 7 7 7 7 7 Division 05 Section 051213 Page 1 of 8 Architecturally Exposed Structural Steel Framing .2 1....7 1 2.3 1.3 2.4 3.5 3.4 1. PRIMER……………………………………………………………………………………………. DEFINITIONS…………………………………………………………………………………….4 2. FABRICATION…………………………………………………………………………………… SHOP CONNECTORS…………………………………………………………………………. GALVANIZING………………………………………………………………………………….6 2. 3 3 3 4 4 5 5 6 3.2 2.5 1. PREPARATION…………………………………………………………………………………… ERECTION……………………………………………………………………………………….. STORAGE AND HANDLING……………………………………………………… FIELD CONDITION……………………………………………………………………………… 2 2 2 2 3 3 3 3 PRODUCTS…………………………………………………………………………………….7 GENERAL……………………………………………………………………………………….0 3.1 1.2 3. Indicate orientation of bolt heads.3 A. 2.2: For primers.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 A. Identify pretensioned and slip-critical. high-strength bolted connections. Steel plate. SUMMARY Section includes architecturally exposed structural-steel (AESS). 1. DUBAI. 1. Indicate welds by standard AWS symbols. 1. 9. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers.5 by 200 by 100 mm. length. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. with long edges joined by a groove weld and with weld ground smooth.1 A. 1. welded to plate with a continuous fillet weld and with weld ground smooth and blended. 9. Indicate grinding. Requirements in Section 051200 "Structural Steel Framing" also apply to AESS. 2. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain.4 A. DEFINITIONS AESS: Structural steel designated as "architecturally exposed structural steel" or "AESS" in the Contract Documents. distinguishing between shop and field welds. Shop Drawings for structural steel may be used for AESS provided items of AESS are specifically identified and requirements below are met for AESS. UAE Title: DOCUMENT VOLUME 02.5 mm. finish. and type of each weld. with one end of a short length of rectangular steel tube. size. LEED/EHS Submittals: 1. and length of bolts. B. Indicate type. Division 05 Section 051213 Page 2 of 8 Architecturally Exposed Structural Steel Framing . distinguishing between shop and field bolts. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site 1. 100 by 150 by 9. ACTION SUBMITTALS Shop Drawings: Show fabrication of AESS components. Two steel plates.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 051213 – ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING PART 1 . and profile of welds. and show size.5 by 200 by 200 mm." C. Laboratory Test Reports for Credit IEQ 4.GENERAL 1. 1. Samples: Submit Samples of AESS to set quality standards for exposed welds. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector. Tension-Control. and hardened carbon-steel washers.2 A. High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852. [Category ACSE] [Category CSE]. or overload to members or supporting structures. STORAGE AND HANDLING Use special care in handling to prevent twisting.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Keep steel members off ground and spaced by using pallets.5 A. Type 3. verify actual dimensions by field measurements before fabrication. Type 1. 1. damage. and hardened carbon-steel washers. Category STD. QUALITY ASSURANCE Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant. CONNECTORS AND ANCHORS Tension-Control. or is accredited by the IAS Fabricator Inspection Program for Structural Steel (AC 172). nicking. consisting of steel structural bolts with splined ends. Division 05 Section 051213 Page 3 of 8 Architecturally Exposed Structural Steel Framing . Do not store materials on structure in a manner that might cause distortion. B. DELIVERY." 1.7 A. C. 1. BOLTS. Store materials to permit easy access for inspection and identification. warping. round-head assemblies. FIELD CONDITIONS Field Measurements: Where AESS is indicated to fit against other construction. Protect steel members and packaged materials from corrosion and deterioration. High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852. Repair or replace damaged materials or structures as directed. FILLER Filler: Polyester filler intended for use in repairing dents in automobile bodies. B. Finish: Plain Corrosion-Resisting (Weathering Steel). heavy-hex carbon-steel nuts. consisting of steel structural bolts with splined ends. roundhead assemblies. 2. and other damage.PRODUCTS 2. Shop-Painting Applicators: Qualified according to AISC's Sophisticated Paint SSPC-QP 3.6 A. UAE Title: DOCUMENT VOLUME 02.1 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. dunnage. DUBAI. heavy-hex carbon-steel nuts. PART 2 . or other supports and spacers. "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators. D. Etching Cleaner for Galvanized Metal: MPI#25.2 mm with a tolerance of 0. and roughness." Section 099123 "Interior Painting. before cleaning. "Commercial Blast Cleaning. Fabricate AESS with exposed surfaces free of seams to maximum extent possible. DUBAI. 5. outstanding flanges." Division 05 Section 051213 Page 4 of 8 Architecturally Exposed Structural Steel Framing . Curved Members: Fabricate indicated members to curved shape by rolling to final shape in fabrication shop.8 mm. Distortion of webs.3 A. UAE Title: DOCUMENT VOLUME 02. and legs of angles shall not be visible from a distance of 6 m under any lighting conditions. and flame-cut edges of AESS to provide smooth surfaces and edges." B. and free of surface blemishes including pitting. 3. Tolerances for walls of hollow steel sections after rolling shall be approximately 13 mm. and shop priming. punched. scale. Seal-weld open ends of hollow structural sections with 9. Coping. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Galvanizing Repair Paint: ASTM A 780/A 780M 2. stems. Bolt Holes: Cut. PRIMER Low-Emitting Materials: Paints and coatings shall comply with the testing and product requirements of the California Department of Public Health's (formerly. Blocking. Primer: Comply with Section 099113 "Exterior Painting. FABRICATION In addition to special care used to handle and fabricate AESS. or punch standard bolt holes perpendicular to metal surfaces. 1.4 A. Grind sheared. rust. B. 6. comply with the following: 1. 7." C. Fabricate AESS with exposed surfaces free of mill marks. mechanically thermal cut. Fabricate AESS to the tolerances specified in AISC 303 for steel that is not designated AESS.5-mm closure plates. 3. Cleaning Corrosion-Resisting Structural Steel: Clean and prepare steel surfaces that are to remain unpainted according to SSPC-SP 6/NACE No. Remove blemishes by filling or grinding or by welding and grinding. square. D. and Joint Gaps: Maintain uniform gaps of 3. treating. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. 2. drill. 4. Fabricate with exposed surfaces smooth.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Fabricate with piece marks fully hidden in the completed structure or made with media that permits full removal after erection. 8. E. C. 01 GENERAL SPECIFICATIONS ARCHITECTURE F.5 mm. DUBAI. Make fillet welds oversize and grind to uniform profile with smooth face and transition. minus zero mm. fabrication sequence. sealed welds at angle to gusset-plate connections and similar locations where AESS is exposed to weather.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. back-gouge and grind steel smooth. Do not thermally cut bolt holes or enlarge holes by burning. Holes: Provide holes required for securing other work to structural steel and for other work to pass through steel members. 9. At locations where welding on the far side of an exposed connection of AESS occurs.8/D1. SHOP CONNECTIONS High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.8M for tolerances. Division 05 Section 051213 Page 5 of 8 Architecturally Exposed Structural Steel Framing . Joint Type: Pretensioned Weld Connections: Comply with AWS D1. or unless directed to correct unacceptable work. grind distortions and marking of the steel to a smooth profile aligned with adjacent material. 2. and methods used in correcting welding work. 1. 4. Baseplate Holes: Cut. B. and equipment for AESS that limit distortions to allowable tolerances. GALVANIZING Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M.1M and AWS D1. Remove backing bars or runoff tabs. or punch holes perpendicular to steel surfaces. mechanically thermal cut. Cut. 6. Make fillet welds of uniform size and profile with exposed face smooth and slightly concave. UAE Title: DOCUMENT VOLUME 02. Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding specified tolerances. Do not grind unless directed to correct unacceptable work. or punch holes perpendicular to steel surfaces. 2. minus zero mm. 2. Do not grind unless required for clearances or for fitting other components. 1. welding procedure specifications. 5. 8.6 A. weld quality. appearances. 3. 2. drill.5 A. Use weld sizes. 3. and comply with the following: 1. Provide continuous. Make butt and groove welds flush to adjacent surfaces within tolerance of plus 1. 10. 7.1/D1. drill. Weld threaded nuts to framing and other specialty items indicated to receive other work.5 mm. Provide continuous welds of uniform size and profile where AESS is welded. Grind butt and groove welds flush to adjacent surfaces within tolerance of plus 1. oil. and treat with etching cleaner. 2. B. with steel erector present. 4. 3. Do not quench or apply post-galvanizing treatments that might interfere with paint adhesion.7 A. flux. Surfaces embedded in concrete or mortar. PART 3 . bearing plates. "Power Tool Cleaning." SSPC-SP 6/NACE No. 4. edges. by plugging with zinc solder and filing off smooth. Prepare a certified survey of bearing surfaces.and masonry-bearing surfaces and locations of anchor rods. "Industrial Blast Cleaning. DUBAI. Surfaces to be field welded. and other embedments showing dimensions. 8. Proceed with installation only after unsatisfactory conditions have been corrected. and other foreign matter. 1." SSPC-SP 7/NACE No. and other embedments for compliance with requirements. B. bearing plates. "Near-White Blast Cleaning.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. D. Preparing Galvanized Steel for Shop Priming: After galvanizing. "Power Tool Cleaning to Bare Metal. unless indicated to remain as weep holes. angles. 2." C. "Commercial Blast Cleaning. UAE Title: DOCUMENT VOLUME 02. 3. anchor rods. corners." SSPC-SP 10/NACE No. 2. elevations of concrete. Use priming methods that result in full coverage of joints. SSPC-SP 3. Surface Preparation for Nongalvanized Steel: 1." SSPC-SP 11. 4. Surfaces to be high-strength bolted with slip-critical connections. Fill vent and drain holes that are exposed in the finished Work. locations.1 A. Priming: Immediately after surface preparation. Division 05 Section 051213 Page 6 of 8 Architecturally Exposed Structural Steel Framing . Galvanized surfaces. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Galvanize lintels attached to structural-steel frame and located in exterior walls. SHOP PRIMING Shop prime steel surfaces except the following: 1. 5. EXAMINATION Verify. 6.EXECUTION 3. and exposed surfaces. Surfaces to receive sprayed fire-resistive materials. 2. thoroughly clean steel of grease. 2. and elevations. Extend priming of partially embedded members to a depth of 50 mm.038 mm. "Brush-off Blast Cleaning. 5. 3." SSPC-SP 14/NACE No. apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 0. dirt. 2. 1.5 A. Erect AESS to the tolerances specified in AISC 303 for steel that is designated AESS. Grind steel smooth.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. UAE Title: DOCUMENT VOLUME 02.4 A. and in alignment. FIELD QUALITY CONTROL Testing Agency: Contractor will engage a qualified independent testing and inspecting agency to inspect AESS as specified in Section 051200 "Structural Steel Framing. FIELD CONNECTIONS High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. and grind smooth.1/D1. fill holes. Galvanized Surfaces: Clean field welds. Weld Connections: Comply with requirements in "Weld Connections" Paragraph in "Shop Connections" Article. guys. 1. Fill weld access holes and grind smooth.1M 3. 2. braces. bolted connections. Remove backing bars or runoff tabs. PREPARATION Provide temporary shores. 3. B.2 A. 1. and other supports during erection to keep AESS secure. DUBAI. B. back-gouge and grind steel smooth. REPAIRS AND PROTECTION Remove welded tabs that were used for attaching temporary bracing and safety cabling and that are exposed to view in the completed Work. Joint Type: Pretensioned Orient bolt heads in same direction for each connection and to maximum extent possible in same direction for similar connections. Remove erection bolts. 3. ERECTION Set AESS accurately in locations and to elevations indicated and according to AISC 303 and AISC 360. B. 3. Do not use thermal cutting during erection unless approved by Architect.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Architect will observe AESS in place to determine acceptability relating to aesthetic effect. 3." The testing agency is not responsible for enforcing requirements relating to aesthetic effect. plumb. Division 05 Section 051213 Page 7 of 8 Architecturally Exposed Structural Steel Framing . Finish thermally cut sections within smoothness limits in AWS D1. and abraded areas and repair galvanizing to comply with ASTM A 780/A 780M.3 A. B. locate welded tabs for attaching temporary bracing and safety cabling where they will be concealed from view in the completed Work. 1. If possible.6 A. 01 GENERAL SPECIFICATIONS ARCHITECTURE END OF SECTION 051213 Division 05 Section 051213 Page 8 of 8 Architecturally Exposed Structural Steel Framing .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. DUBAI. ..3 1.3 3..…………………………………………………………….4 2. GENERAL……………………………………………………………………… LOAD-BEARING WALL INSTALLATION……………………………………………………….0 3.1 1. ANCHORS.6 2.1 2. MISCELLANEOUS MATERIALS………………………………………………………………….………………………………………………………. LOAD-BEARING WALL FRAMING…. PERFORMANCE REQUIREMENTS.2 3. EXTERIOR NON-LOAD-BEARING WALL FRAMING….3 2.. SUMMARY………………………………………………………………………………………. EXTERIOR NON-LOAD-BEARING WALL INSTALLATION………..0 1.……………………………………………………………… QUALITY ASSURANCE…………………………………………………………………………. 3 3 3 3 3 4 5 5 5 3..…………………………………………. INFORMATIONAL SUBMITTALS.5 2.. GENERAL…….4 GENERAL………………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.5 3.. PREPARATION…………………………………………………………………………………… INSTALLATION.…………………………………………………………. FIELD QUALITY CONTROL……………………………………………………………………… REPAIRS AND PROTECTION…………………………………………………………………… 6 6 6 7 8 9 9 Division 05 Section 054000 Page 1 of 9 Cold Formed Metal Framing .4 3. ACTION SUBMITTALS….7 2. CLIPS AND FASTENERS….………………………….……………………………………… FRAMING ACCESSORIES.6 EXECUTION…………………………………………………………………………………….…………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 054000 – COLD-FORMED METAL FRAMING TABLE OF CONTENTS 1..……………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 2.1 3.2 1. 2 2 2 2 2 2... COLD-FORMED STEEL FRAMING.. MANUFACTURERS………………………………………………………………………………..8 PRODUCTS……………………………………………………………………………………. DUBAI.0 2... connection details. Welding certificates. Indicate reinforcing channels. sizes.3M. Exterior non-load-bearing wall framing. 1. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 054000 – COLD-FORMED METAL FRAMING PART 1 . SUMMARY Section Includes: 1. Load-bearing wall framing.Prescriptive Method for One and Two Family Dwellings. and fastening and anchorage details." C.1 A. thicknesses. B. "Structural Welding Code . Product test reports. LEED Submittals: 1. 1. QUALITY ASSURANCE Product Tests: Mill certificates or data from a qualified independent testing agency. bracing. C.3/D1. 2. fabrication. Include layout. UAE Title: DOCUMENT VOLUME 02. Comply with AISI S230 "Standard for Cold-Formed Steel Framing . 2. supplemental framing. accessories. Product Data for Credit MR 4: For products having recycled content. Shop Drawings: 1. and attachment to adjoining work. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. INFORMATIONAL SUBMITTALS Qualification Data: For testing agency. Welding Qualifications: Qualify procedures and personnel according to AWS D1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. spacings. DUBAI.3 A. splices.2 A.GENERAL 1. opening framing. Include statement indicating cost for each product having recycled content. Research reports.Sheet Steel. D. 1. and types of cold-formed steel framing. ACTION SUBMITTALS Product Data: For each type of cold-formed steel framing product and accessory. bridging. B." Division 05 Section 054000 Page 2 of 9 Cold Formed Metal Framing . including mechanical fasteners.4 A. strapping. C. 4 A. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. DUBAI. B.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . zinc coated.72 mm] [2. moment of inertia.PRODUCTS 2. PERFORMANCE REQUIREMENTS AISI Specifications and Standards: Unless more stringent requirements are indicated. 2. Minimum Base-Metal Thickness: [0. Division 05 Section 054000 Page 3 of 9 Cold Formed Metal Framing . 1. of grade and coating weight as follows: 1.2 A.84 mm] [1.09 mm] [1. testing by a qualified testing agency. Type H. Flange Width: [35 mm] [41 mm] [51 mm] [63 mm]. 2. LOAD-BEARING WALL FRAMING Steel Studs: Manufacturer's standard C-shaped steel studs. Section Properties: <Insert minimum allowable calculated section modulus. structural steel. Grade: As required by structural performance Coating: As prescribed by Structural Engineer. and allowable moment>. and as follows: 1. 2. B.3 A.37 mm] [1. MANUFACTURERS Manufacturers: Subject to compliance with requirements. B. Coating: As Prescribed by Structural engineer. 2. GENERAL Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. of grade and coating as follows: 1. UAE Title: DOCUMENT VOLUME 02. of web depths indicated. comply with AISI S100 and AISI S200. Steel Sheet for [Vertical Deflection] [Drift] Clips: ASTM A 653/A 653M. Structural Grade. with straight flanges. of web depths indicated. Fire-Resistance Ratings: Comply with ASTM E 119. Grade: As required by structural performance. 2. unpunched.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. metallic coated. COLD-FORMED STEEL FRAMING. C. with stiffened flanges. 2. 3. Steel Track: Manufacturer's standard U-shaped steel track. Steel Sheet: ASTM A 1003/A 1003M.1 A. and matching minimum base-metal thickness of steel studs. punched.45 mm]. with unstiffened flanges. 2. and as follows: 1. Steel Network. Steeler. with stiffened flanges.45 mm]. Section Properties: <Insert minimum allowable calculated section modulus. with unstiffened flanges. of web depths indicated. and as follows: 1.84 mm] [1. deep-leg.72 mm] [2.84 mm] [1. MarinoWARE. <Insert manufacturer's name>. unpunched. EXTERIOR NON-LOAD-BEARING WALL FRAMING Steel Studs: Manufacturer's standard C-shaped steel studs. moment of inertia. and allowable moment>. with unstiffened flanges. Inc. ClarkWestern Building Systems. U-shaped steel track. Flange Width: [35 mm] [41 mm] [51 mm] [63 mm].09 mm] [1. e. deep-leg. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes used to form header beams. and matching minimum base-metal thickness of steel studs. but are not limited to. with stiffened flanges. h. of web depths indicated. SCAFCO Corporation. (The). Division 05 Section 054000 Page 4 of 9 Cold Formed Metal Framing . [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include. B. U-shaped steel tracks. Dietrich Metal Framing. unpunched. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. of web depths indicated. f. 2.09 mm] [1. Section Properties: <Insert minimum allowable calculated section modulus. Single Deflection Track: Manufacturer's single.01 GENERAL SPECIFICATIONS ARCHITECTURE C. 3. and allowable moment>. moment of inertia. Flange Width: [35 mm] [41 mm] [51 mm] [63 mm]. c.45 mm]. Manufacturers: Subject to compliance with requirements. Inc. Inc. the following]: a. Double Deflection Tracks: Manufacturer's double. E. consisting of nested inner and outer tracks. punched. with flanges designed to support horizontal loads and transfer them to the primary structure. Vertical Deflection Clips: Manufacturer's standard [bypass] [head] clips. AllSteel & Gypsum Products. g.37 mm] [1. b. unpunched. of web depth to contain studs while allowing free vertical movement. a Worthington Industries company. Steel Track: Manufacturer's standard U-shaped steel track.5 A. Minimum Base-Metal Thickness: [0. D. DUBAI. C. 1. Inc. UAE Title: DOCUMENT VOLUME 02. unpunched.72 mm] [2. capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web. 2.37 mm] [1. Minimum Base-Metal Thickness: [0. d. hardened-steel washers. C. fabricated from corrosion-resistant materials. B.and carbon-steel nuts. 1. Drift Clips: Manufacturer's standard bypass or head clips. DUBAI.6 A. 2. Mix at ratio of 1 part cement to 2-1/2 parts sand. steel drill screws.01 GENERAL SPECIFICATIONS ARCHITECTURE F. Nonmetallic. and Division 05 Section 054000 Page 5 of 9 Cold Formed Metal Framing . by volume. B. portland cement. self-tapping. B. ASTM C 404. Anchor Bolts: ASTM F 1554. C. CLIPS AND FASTENERS Steel Shapes and Clips: ASTM A 36/A 36M. of same grade and coating weight used for framing members. 2. Expansion Anchors: Fabricated from corrosion-resistant materials. Class C] [mechanically deposition according to ASTM B 695. zinc coated by [hot-dip process according to ASTM A 153/A 153M. metallic coated. nonstaining grout containing selected silica sands. and clean. Type I. greater than or equal to the design load. MISCELLANEOUS MATERIALS Galvanizing Repair Paint: ASTM A 780. shrinkage-compensating agents. Cement Grout: Portland cement. threaded carbon-steel headless bolts. D. self-drilling. ANCHORS. manufacturer's standard elsewhere. UAE Title: DOCUMENT VOLUME 02. with allowable load or strength design capacities calculated according to ICC-ES AC193 and ACI 318 greater than or equal to the design load. ASTM C 150. as determined by testing per ASTM E 488 conducted by a qualified testing agency. as determined by testing per ASTM E 1190 conducted by a qualified testing agency. Nonshrink Grout: Premixed. with encased end threaded. 2.8 A. with minimum water required for placement and hydration. noncorrosive. natural sand. E. Mechanical Fasteners: ASTM C 1513.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.7 A. Head Type: Low-profile head beneath sheathing. Class 50]. FRAMING ACCESSORIES Fabricate steel-framing accessories from steel sheet. capable of isolating wall stud from upward and downward vertical displacement and lateral drift of primary structure through positive mechanical attachment to stud web and structure. Structural Grade. Provide accessories of manufacturer's standard thickness and configuration. nonmetallic. Type H. corrosion-resistant-coated. with allowable load capacities calculated according to ICCES AC70. and flat. Power-Actuated Anchors: Fastener system of type suitable for application indicated. zinc coated by hot-dip process according to ASTM A 123/A 123M. ASTM A 1003/A 1003M. 2 A. PREPARATION Install load bearing shims or grout between the underside of load-bearing wall bottom track and the top of foundation wall or slab at locations with a gap larger than 6 mm to ensure a uniform bearing surface on supporting concrete or masonry construction. or of cold-formed steel of same grade and coating as framing members supported by shims. PART 3 . Maintain braces and supports in place. specified in Section 072100 "Thermal Insulation. square.1 A. until entire integrated supporting structure has been completed and permanent connections to framing are secured. Independently frame both sides of joints. Install cold-formed steel framing according to AISI S200 and to manufacturer's written instructions unless more stringent requirements are indicated. boxed joists. D. INSTALLATION. Do not bridge building expansion joints with cold-formed steel framing.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Install sealer gaskets at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations. selected from manufacturer's standard widths to match width of bottom track or rim track members. that are inaccessible on completion of framing work. G. Install insulation. and nonleaching.4 mm thick. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE plasticizing and water-reducing agents. 6. D. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. E. or it may be field assembled. sills. GENERAL Cold-formed steel framing may be shop or field fabricated for installation. such as headers. C. and multiple studs at openings. Sealer Gaskets: Closed-cell neoprene foam.EXECUTION 3. with fluid consistency and 30-minute working time. F. DUBAI. E. and true to line. complying with ASTM C 1107/C 1107M. UAE Title: DOCUMENT VOLUME 02. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings. B. undisturbed. B. Shims: Load bearing. H. Install cold-formed steel framing and accessories plumb. Division 05 Section 054000 Page 6 of 9 Cold Formed Metal Framing ." in built-up exterior framing members. Install framing members in one-piece lengths. and with connections securely fastened. high-density multimonomer plastic. Anchor tracks to jamb studs with clip angles or by welding. Align tracks accurately and securely anchor at corners and ends. Stud Spacing: As indicated on drawing. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. and at spacings as follows: 1. Space individual framing members no more than plus or minus 3 mm from plan location. 1. to supporting structure as indicated. C. Install supplementary framing. H. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.3 A. Fasten jamb members together to uniformly distribute loads. plumb. Anchor Spacing: To match stud spacing or As shown on Shop Drawings. Anchor studs abutting structural columns or walls. and space jack studs same as full-height wall studs. Where studs cannot be aligned. Division 05 Section 054000 Page 7 of 9 Cold Formed Metal Framing . UAE Title: DOCUMENT VOLUME 02. and bracing in stud framing indicated to support fixtures. complete with clip-angle connectors. blocking. F. 2. Locate headers above openings as indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. including masonry walls. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs. 3. B. Install runner tracks and jack studs above and below wall openings. Align studs vertically where floor framing interrupts wall-framing continuity. Space studs as follows: 1. Fasten both flanges of studs to top and bottom tracks. Where framing cannot be aligned. G. or gusset plates. equipment. services. continuously reinforce track to transfer loads. D. heavy trim. E. web stiffeners. except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. Squarely seat studs against top and bottom tracks with gap not exceeding of 3 mm between the end of wall framing member and the web of track. Install headers over wall openings wider than stud spacing. and true to line to a maximum allowable tolerance variation of 1:960 and as follows: 1. LOAD-BEARING WALL INSTALLATION Install continuous top and bottom tracks sized to match studs. Erection Tolerances: Install cold-formed steel framing level. casework. and similar work requiring attachment to framing. continuously reinforce track to transfer loads. furnishings.01 GENERAL SPECIFICATIONS ARCHITECTURE I. Set studs plumb. Align floor and roof framing over studs. 1. Fasten both flanges of studs to top and bottom track unless otherwise indicated. If type of supplementary support is not indicated. welded or mechanically fastened to webs of punched studs with a minimum of two screws into each flange of the clip angle for framing members up to 150 mm deep. Fasten at each stud intersection. 4. Connect drift clips to cold-formed metal framing and anchor to building structure.4 A. Division 05 Section 054000 Page 8 of 9 Cold Formed Metal Framing . EXTERIOR NON-LOAD-BEARING WALL INSTALLATION Install continuous tracks sized to match studs. I.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Install steel sheet diagonal bracing straps to both stud flanges. Bridging: Combination of flat. 3. Install miscellaneous framing and connections. 1. 2. Install horizontal bridging in stud system. 3. K. anchors. DUBAI. except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. to provide a complete and stable wall-framing system. 2. E. including supplementary framing. Align tracks accurately and securely anchor to supporting structure as indicated. Fasten at each stud intersection. spaced vertically as indicated on Shop Drawings. Space studs as follows: 1. clip angles. C. Set studs plumb. 3. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs. Bridging: Cold-rolled steel channel. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. terminate at and fasten to reinforced top and bottom tracks. comply with stud manufacturer's written recommendations and industry standards in each case. UAE Title: DOCUMENT VOLUME 02. Stud Spacing: As indicated on shop drawing. J. Install single deep-leg deflection tracks and anchor to building structure. D. taut. web stiffeners. and fasteners. considering weight or load resulting from item supported. spaced vertically in rows indicated on Shop Drawings but not more than 1220 mm apart. Connect vertical deflection clips to bypassing/infill studs and anchor to building structure. Install horizontal bridging in wall studs. Install double deep-leg deflection tracks and anchor outer track to building structure. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. Fasten clip-angle connectors to multiple studs at ends of bracing and anchor to structure. B. continuous angles. including stud kickers. welded or mechanically fastened to webs of punched studs. Bridging: Combination of flat. Install a combination of bridging and stud or stud-track solid blocking of width and thickness matching studs. F. B. Bridging: Cold-rolled steel channel. 2. Remove and replace work where test results indicate that it does not comply with specified requirements. C. will be performed to determine compliance of replaced or additional work with specified requirements.6 A. Install miscellaneous framing and connections. secured to stud webs or flanges. to provide a complete and stable wallframing system. 3. that ensure that cold-formed steel framing is without damage or deterioration at time of Substantial Completion. clip angles. Testing agency will report test results promptly and in writing to Contractor and Architect. Field and shop welds will be subject to testing and inspecting. and fasteners. Provide final protection and maintain conditions. Install solid blocking at centers indicated on Shop Drawings. END OF SECTION 054000 Division 05 Section 054000 Page 9 of 9 Cold Formed Metal Framing . UAE Title: DOCUMENT VOLUME 02. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. taut. a. continuous angles.5 A. 3. 3. REPAIRS AND PROTECTION Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed steel framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. 4. E. Top Bridging for Single Deflection Track: Install row of horizontal bridging within [305 mm] [450 mm] of single deflection track.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. in a manner acceptable to manufacturer and Installer. web stiffeners. B. Additional testing and inspecting. D. DUBAI. FIELD QUALITY CONTROL Testing: Contractor will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. at Contractor's expense. anchors. …………………………………………..0 2.8 2. MISCELLANEOUS MATERIALS…………………………………………………………………..14 2. ABARASIVE METAL NOSINGS TREADS AND THRESHOLDS………………………………. GENERAL……………………………….6 EXECUTION…………………………………………………………………………………….10 2...…………………………………………………………….. DUBAI. WIRE ROPE PARKING GARAGE GUARDS…………………………………………………… PIPE GUARDS……………………………………………………………………………………. GENERAL……………………………………………………………………… INSTALLING METAL BOLLARDS….……………………………………………………….17 2.. ACTION SUBMITTALS….5 3.19 2.4 2. LOOSE BEARING AND LEVELING PLATES…………………………………………………….……………………………………… MISCELLANEOUS FRAMING AND SUPPORT….……………………………………………… INSTALLING BEARING AND LEVELING PLATES……………………………………………… ADJUSTING AND CLEANING…………………………………….2 3. INSTALLATION...Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.18 2.…. LADDER SAFETY CAGES…….20 PRODUCTS…………………………………………………………………………………….6 2.………………………….16 2.METAL FABRICATIONS TABLE OF CONTENTS 1.2 2. PERFORMANCE REQUIREMENTS.. METAL LADDERS…………………….1 2. ELEVATOR PIT SUMP COVERS…………………………………………………………………..…………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.0 1. FIELD QUALITY CONTROL……………………………………………………………………… REPAIRS AND PROTECTION…………………………………………………………………… 9 9 10 10 10 10 10 Division 05 Section 0550000 Page 1 of 10 Metal Fabrications .. METAL BOLLARDS……………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055000 .. MISCELLANEOUS STEEL TRIM………………………………………………………………….………………………………………………………………………..7 2.4 3.0 3.. FABRICATION.1 3.3 2. 2 2 2 2.11 2.…………………………………………….3 3. STEEL AND IRON FINISHES…………………………………………………………………….…….. LOOSE STEEL LINTELS…………………………………………………………………………… STEEL WELD PLATES AND ANGLES…………………………………………………………… FINISHES.9 2..1 1..2 GENERAL………………………………………………………………………………………..12 2.13 2.5 2.……………. GENERAL……………………………………………………………………………. METALS…………………………………………………………………………………………… FASTENERS……………………………………. SUMMARY………………………………………………………………………………………. 3 3 3 4 4 4 5 5 5 6 6 6 6 7 7 8 8 8 8 8 9 3. METAL FLOOR PLATE…………………………………………………………………………….15 2. steel pipe sleeves. 2. 4. 3. Metal ladders.GENERAL 1. Grout.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. 4. 3. ACTION SUBMITTALS Product Data: For the following: 1. UAE Title: DOCUMENT VOLUME 02. LEED/EHS Submittals: 1. B. Miscellaneous steel trim. slotted-channel inserts. Metal bollards. 9. Related Sections: 1. Include statement indicating cost for each product having recycled content. DUBAI. Product Data for Credit MR 4: For products having recycled content. Ladder safety cages. Laboratory Test Reports for Credit IEQ 4: For primers. Paint products. Metal nosings and treads. Abrasive metal nosings Loose bearing and leveling plates. Anchor bolts. 2. 1." Division 05 Section 0550000 Page 2 of 10 Metal Fabrications . 7. Section 099600 "High-Performance Coatings. 2. Miscellaneous steel framing and supports. Prefabricated building columns. SUMMARY Section Includes: 1.METAL FABRICATIONS PART 1 . B. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 5. Metal floor plate and supports Elevator pit sump covers. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055000 . Steel weld plates and angles for casting into concrete for applications where they are not specified in other Sections. 8.1 A. but not installed. under this Section include the following: 1. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.2 A. 6. C. Loose steel lintels. Products furnished. and wedge-type inserts indicated to be cast into concrete or built into unit masonry. Cast Iron: Either gray iron. failure of connections. General: Provide materials with smooth. Standard Weight (Schedule 40) unless otherwise indicated. or blemishes. Steel Pipe: ASTM A 53/A 53M. PERFORMANCE REQUIREMENTS Delegated Design: Engage a qualified professional engineer. DUBAI. opening of joints. METALS Metal Surfaces. ASTM A 47/A 47M. ASTM A 48/A 48M.PRODUCTS 2. rolled trade names. unless otherwise indicated. E. B. Samples for Verification: For each type and finish of extruded nosing and tread. C. including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Division 05 Section 0550000 Page 3 of 10 Metal Fabrications . H. E. rolled from ASTM A 36/A 36M or ASTM A 283/A 283M. Include plans. Delegated-Design Submittal: For ladders. Rolled-Stainless-Steel Floor Plate: ASTM A 793.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE C. For metal fabrications exposed to view in the completed Work. overstressing of components. C. Rolled-Steel Floor Plate: ASTM A 786/A 786M. and Bars: ASTM A 36/A 36M. Steel Tubing: ASTM A 500/A 500M. cold-formed steel tubing. Structural Performance of Aluminum Ladders: Aluminum ladders. sections. flat surfaces unless otherwise indicated.1 A. D. Steel Plates. Stainless-Steel Bars and Shapes: ASTM A 276. plate complying with Products: Subject to compliance with requirements. Abrasive-Surface Floor Plate: Steel plate with abrasive material metallically bonded to steel. G. Shapes. UAE Title: DOCUMENT VOLUME 02. to design ladders. roller marks.3. Show anchorage and accessory items. I. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling. including landings. Shop Drawings: Show fabrication and installation details. Grade C or D. B.2 A. PART 2 . and details of metal fabrications and their connections. shall withstand the effects of loads and stresses within limits and under conditions specified in ANSI A14. 2. 1. and other detrimental effects. elevations. provide materials without seam marks. D. or malleable iron. F. 1.3 A. 2. 2. E.01 GENERAL SPECIFICATIONS ARCHITECTURE J. Select fasteners for type. nongaseous grout complying with ASTM C 1107/C 1107M. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M. Provide grout specifically recommended by manufacturer for interior and exterior applications. Aluminum Castings: ASTM B 26/B 26M. Alloy 443. D. noncorrosive. at exterior walls. Class Fe/Zn 5. Alloy 6063-T6. FASTENERS General: Unless otherwise indicated. Provide stainless-steel fasteners for fastening stainless steel. and class required. 3. Epoxy Zinc-Rich Primer: Complying with MPI#20 and compatible with topcoat." B. Universal Shop Primer: Fast-curing. complying with MPI#107 and compatible with topcoat.0-F. lead. L. universal modified-alkyd primer complying with MPI#79 and compatible with topcoat. UAE Title: DOCUMENT VOLUME 02. 2. 2. Nonmetallic Grout: Factory-packaged. grade.and chromate-free.5 A. G. K. F. MISCELLANEOUS MATERIALS Shop Primers: Provide primers that comply with Section 099600 "High-Performance Coatings. Alloy 6061-T6. Nonshrink. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187/D 1187M. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. Provide stainless-steel fasteners for fastening aluminum. DUBAI. Aluminum Extrusions: ASTM B 221M. Use primer containing pigments that make it easily distinguishable from zinc-rich primer. nonstaining.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Provide bronze fasteners for fastening bronze. 1. Water-Based Primer: Emulsion type. C. Use connections that maintain structural value of joined pieces.4 A. FABRICATION. Division 05 Section 0550000 Page 4 of 10 Metal Fabrications . provide [Type 304] [Type 316] stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941M. GENERAL Shop Assembly: Preassemble items in the shop to greatest extent possible. anticorrosive primer for mildly corrosive environments that is resistant to flash rusting when applied to cleaned steel. plug-weld and grind smooth on outer rail faces. Fabricate seams and other connections that are exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. MISCELLANEOUS FRAMING AND SUPPORTS General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. 3. 2. 2.7-by-64-mm steel flat bars. Weld corners and seams continuously to comply with the following: 1." LADDER SAFETY CAGES Fabricate ladder safety cages to comply with ANSI A14. Steel Ladders: 1. At exposed connections. 4. 2. E.square steel bars. plates.8 A. 6. including brackets. Assemble by welding or with stainless-steel fasteners. flush and smooth. Cut. Remove sharp or rough areas on exposed surfaces. Obtain fusion without undercut or overlap.01 GENERAL SPECIFICATIONS ARCHITECTURE B. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 7.3 Space siderails 406 mm apart unless otherwise indicated. Fabricate to sizes. drill. 2. and profiles indicated and as necessary to receive adjacent construction. METAL LADDERS General: 1. Remove welding flux immediately. Locate joints where least conspicuous.6 A.7 A. Division 05 Section 0550000 Page 5 of 10 Metal Fabrications . and punch metals cleanly and accurately. Form exposed connections with hairline joints. including brackets and fasteners. B. Fabricate units from steel shapes. UAE Title: DOCUMENT VOLUME 02. shapes. 3. 4. finish exposed welds and surfaces smooth and blended. C. Prime exterior ladders. 12. primer specified in Section 099600 "High-Performance Coatings. Remove burrs and ease edges. with eased edges. Siderails: Continuous. Fit rungs in centerline of siderails. D. Provide nonslip surfaces on top of each rung. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. B. Galvanize exterior ladders. 2. using concealed fasteners or welds where possible. and bars of welded construction unless otherwise indicated. 5.3. Comply with ANSI A14. Rungs: 25-mm. 2.4-mm. plates. ELEVATOR PIT SUMP COVERS Fabricate from 4. Prime steel ladder safety cages." 2. UAE Title: DOCUMENT VOLUME 02.c. 1.4 mm B. fittings. 2.12 A. Provide secondary intermediate hoops spaced not more than 1200 mm o. Provide stainless-steel angle supports as indicated. Galvanize exterior miscellaneous steel trim.9 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. including brackets and fasteners.10 A. Primer specified in METAL BOLLARDS Fabricate metal bollards from Schedule 80 steel pipe. D. 25-mm. 2. fabricate units from steel shapes. B. and anchorages as needed to coordinate assembly and installation with other work. and bars of profiles shown with continuously welded joints and smooth exposed edges.4-mm wall-thickness rectangular steel tubing. DUBAI. Galvanize steel ladder safety cages. Where bollards are indicated to receive controls for door operators. Cap bollards with 6. Provide primary hoops at tops and bottoms of cages and spaced not more than 6 m o.diameter holes for water zinc-rich primer. between primary hoops.11 A. METAL FLOOR PLATE Fabricate from rolled-stainless-steel floor plate of thickness indicated below: 1. steel shapes as indicated in drawings. C. Miter corners and use concealed field splices where possible.01 GENERAL SPECIFICATIONS ARCHITECTURE B. MISCELLANEOUS STEEL TRIM Unless otherwise indicated. one at each end of each section.c. Provide cutouts.thick steel plate. Division 05 Section 0550000 Page 6 of 10 Metal Fabrications . C.8-mm rolled-steel floor plate with four drainage and for lifting. provide necessary cutouts for controls and holes for wire." 2. 3. Use stainless steel 316 type wherever it is applicable. Provide flush stainless-steel bar drop handles for lifting removable sections. Prime exterior miscellaneous steel trim with Section 099600 "High-Performance Coatings. including brackets and fasteners. Thickness: 6. 6. primer specified in Section 099600 "High-Performance Coatings. D. C. 13 A. 2. Fabricate sleeves for bollard anchorage from steel tubing with 6. 1.9M AROUND WATER TANKS IN BASEMENT 3 STAINLESS STEEL BOLLARDS AT 0. zinc-coated steel wire ropes with wire rope fittings for securing to parking garage columns and walls and for tightening wire rope. D. B. Match drill sleeve and bollard for 19 mm steel machine bolt.9M AS ROAD CLOSURES AT RMU ROOMS. Division 05 Section 0550000 Page 7 of 10 Metal Fabrications . Prime pipe guards with zinc-rich primer.5-mm. REMOVABLE METAL BOLLARDS AT 0. B.thick steel plate welded to bottom of sleeve. Make sleeves not less than 200 mm deep and 19 mm larger than OD of bollard.4-mm wallthickness steel tubing with an OD approximately 1.5-mm. E.diameter. WIRE ROPE PARKING GARAGE GUARDS Wire Rope Parking Garage Guards: 19-mm. Galvanize pipe guards. F. C. Fabricate internal sleeves for removable bollards from Schedule 40 steel pipe or 6.01 GENERAL SPECIFICATIONS ARCHITECTURE 4.thick steel baseplates for bolting to concrete slab.thick by 300-mm.9M AS PROTECTION AT ALL EXTERNAL GLASS FACES IN BASEMENT LOBBIES. provide necessary cutouts for fixtures and holes for wire.5 mm less than ID of bollards. Drill each end for two 19-mm anchor bolts. ITEM LOCATIONS GALVANIZED STEEL BOLLARDS AT 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. Where bollards are indicated to receive light fixtures. PROMENADE AND FASHION LEVELS. C. PIPE GUARDS Fabricate pipe guards from 9. Fabricate bollards with 9.4-mm. Prime bollards with zinc-rich primer. bent to fit flat against the wall or column at both ends and to fit around pipe with 50-mm clearance between pipe and pipe guard. baseplates at all four corners for 19-mm anchor bolts. DUBAI. Drill Where bollards are to be anchored to sloping concrete slabs.14 A.wide steel plate. 2. angle baseplates for plumb alignment of bollards. silicon carbide. Apply bituminous paint to concealed surfaces of cast-metal units.15 A. Division 05 Section 0550000 Page 8 of 10 Metal Fabrications . B. B. Drill for mechanical anchors and countersink. 2. Provide solid-abrasive-type units without ribs.18 A. Provide ribbed units. in an epoxy-resin binder. either integral or applied to units. ABRASIVE METAL NOSINGS TREADS AND THRESHOLDS Cast-Metal Units: Cast aluminum. D.17 A. 2. LOOSE STEEL LINTELS Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. 2. F.16 A. Apply clear lacquer to concealed surfaces of extruded units. 1.5 mm above aluminum extrusion.19 A. STEEL WELD PLATES AND ANGLES Provide steel weld plates and angles not specified in other Sections. Provide anchors for embedding units in concrete.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. with an integral-abrasive. 2. or a combination of both. FINISHES. Prime loose steel lintels located in exterior walls with primer specified in Section 099600 "High-Performance Coatings.01 GENERAL SPECIFICATIONS ARCHITECTURE D. 2. Provide each unit with no fewer than two integrally welded steel strap anchors for embedding in concrete. or a combination of both. as standard with manufacturer. GENERAL Finish metal fabrications after assembly. C. as-cast finish consisting of aluminum oxide. Locate holes not more than 100 mm from ends and not more than 300 mm o. Drill plates to receive anchor bolts and for grouting. E. DUBAI. LOOSE BEARING AND LEVELING PLATES Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Galvanize loose steel lintels located in exterior walls.c. with abrasive filler strips projecting 1. Extruded Units: Aluminum with abrasive filler consisting of aluminum oxide. Locations: All exposed pipes in basements. silicon carbide." 2. for items supported from concrete construction as needed to complete the Work. UAE Title: DOCUMENT VOLUME 02. 20 A. 4." Items Indicated to Receive Primers Specified in Section 099600 "High-Performance Coatings": SSPC-SP 6/NACE No. Field. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. C. and Maintenance Painting of Steel. and fitting required for installing metal fabrications. alignment. 2. Obtain fusion without undercut or overlap. or masonry. Shop prime iron and steel items not indicated to be galvanized unless they are to be embedded in concrete. Fit exposed connections accurately together to form hairline joints. GENERAL Cutting. 3." Items Indicated to Receive Zinc-Rich Primer: SSPC-SP 6/NACE No. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. At exposed connections. plumb. 1: Shop. finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. 1. UAE Title: DOCUMENT VOLUME 02. "Commercial Blast Cleaning. STEEL AND IRON FINISHES Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products. Remove welding flux immediately. or unless otherwise indicated. "Commercial Blast Cleaning. Field Welding: Comply with the following requirements: 1. Division 05 Section 0550000 Page 9 of 10 Metal Fabrications . DUBAI. Preparation for Shop Priming: Prepare surfaces to comply with requirements indicated below: 1. true. C. and elevation. and measured from established lines and levels. drilling. B.1 A." Other Items: SSPC-SP 3. "Commercial Blast Cleaning.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. sprayed-on fireproofing. and free of rack. PART 3 . 2. 3. INSTALLATION. Shop prime with universal shop primer indicated. B. D. Fitting. 3. cut.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Exterior Items: SSPC-SP 6/NACE No." Shop Priming: Apply shop primer to comply with SSPC-PA 1. Set metal fabrications accurately in location.EXECUTION 3. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 3. or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. Do not weld. with edges and surfaces level. "Paint Application Specification No. 3. and Placement: Perform cutting. "Power Tool Cleaning. D. 4." for shop painting. INSTALLING METAL BOLLARDS Fill metal-capped bollards solidly with concrete and allow concrete to cure seven days before installing. bolted connections. Anchor bollards in concrete in formed or core-drilled holes. if protruding. D. Support and brace bollards in position until concrete has cured. and roughen to improve bond to surfaces. Clean bottom surface of plates. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Anchor bollards in place with concrete footings. Place concrete and vibrate or tamp for consolidation. Anchor bollards to existing construction with anchor bolts provide four 19-mm bolts at each bollard unless otherwise indicated. or similar construction. E.4 A. mounding top surface to shed water. 3. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. cut off flush with edge of bearing plate before packing with nonshrink grout. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. and abraded areas. bolted connections. or leveling nuts. masonry. Fill annular space around bollard solidly with nonshrink grout. tighten anchor bolts. C.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. Galvanized Surfaces: Clean field welds. INSTALLING BEARING AND LEVELING PLATES Clean concrete and masonry bearing surfaces of bond-reducing materials. After bearing members have been positioned and plumbed. END OF SECTION 055000 Division 05 Section 0550000 Page 10 of 10 Metal Fabrications . DUBAI.3 A. Fill bollards solidly with concrete. Provide temporary bracing or anchors in formwork for items that are to be built into concrete.2 A. 3. clean field welds. and abraded areas and repair galvanizing to comply with ASTM A 780/A 780M. B. shims. ADJUSTING AND CLEANING Touchup Painting: Immediately after erection. Do not remove wedges or shims but. B. Set bearing and leveling plates on wedges. 3. 1 2.3 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055213 ...………………………………………………………….2 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2.4 PRODUCTS……………………………………………………………………………………… METALS…………………………………………………………………………………………… MISCELLANEOUS MATERIALS…………………………………………………………………. INSTALLATION…………………………………………………………………………………… 5 5 Division 05 Section 055213 Page 1 of 6 Pipe and Tube Railings .. 3 3 3 4 5 3.PIPE AND TUBE RAILINGS TABLE OF CONTENTS 1. SUMMARY……………………………………………………………………………………….1 EXECUTION……………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.1 1.0 1.0 3.2 1. SUBMITTALS……………………………………………………………………………………… 2 2 2 2 2.3 GENERAL………………………………………………………………………………………. DUBAI. PERFORMANCE REQUIREMENTS….. FABRICATION…………………………………………………………………………………… FINISHES…………………………………………………………………………………………. grout. 1. and paint LEED/EHS Submittals: Product Data for Credit MR 4: For products having recycled content." C. C. and attachments to other work. Completion of design: Finalize details to meet structural and safety requirements of BS 5395. Complying with IBC 2009 all relevant Railing requirements 1. elevations. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. For installed products indicated to comply with design loads.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. DUBAI. SUMMARY This Section includes the following: 1.3 A.1 A. Steel pipe and tube railings. Division 05 Section 055213 Page 2 of 6 Pipe and Tube Railings . For mechanically connected railings.GENERAL 1. include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. details.2: For primers. UAE Title: DOCUMENT VOLUME 02.PIPE AND TUBE RAILINGS PART 1 . Complying Division 1 section “018113 Sustainability requirements” D.2 A. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055213 . Include statement indicating cost for each product having recycled content. Stainless-steel pipe and tube railings. SUBMITTALS Product Data: products. B. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. 1. anchoring cement. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. PERFORMANCE REQUIREMENTS Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the loads and stresses within limits and under conditions according to the following: 1. Laboratory Test Reports for Credit IEQ 4. sections. Shop Drawings: Include plans. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Wire: To BS EN 1088-3. Welded circular: To BS EN 10296-2. unless otherwise indicated. b. 1. Welded circular: To BS EN 10296-1. b. Samples: For each exposed finish required. MISCELLANEOUS MATERIALS Fasteners: Provide concealed fasteners. d.PRODUCTS 2. c. type 304 for internal applications and 316 for external applications.1 A. 2. strip and plate: To BS EN 10088-2. f. Stainless Steel: 1. 4. Seamless cold drawn: To BS EN 10305-1. Steel Railings: Plated steel fasteners complying with ASTM B 633. Tubing: a. high yield strength steel: To BS EN 10025-6. 2. Aluminum Railings: Stainless-steel fasteners. Welded cold sized: To BS EN 10305-3. Seamless circular: To BS EN 10297-2. Stainless-Steel Railings: Stainless-steel fasteners. 5. type 304 for internal applications and 316 for external applications. 5. Plates and wide flats.2 A. Division 05 Section 055213 Page 3 of 6 Pipe and Tube Railings . Welded cold drawn: To BS EN 10305-2. C. Flanges. Semi-finished products bars. 2. Seamless circular: To BS EN 10297-1. Hot rolled structural steels (excluding structural hollow sections and tubes): To BS EN 10025-1. PART 2 . METALS Brackets. UAE Title: DOCUMENT VOLUME 02. 4. Steel and Iron: 1. 2. 3. Class Fe/Zn 25 for electrodeposited zinc coating.01 GENERAL SPECIFICATIONS ARCHITECTURE D. unless unavoidable or standard for railings indicated. Hot dip zinc coated structural steel sheet and strip: To BS EN 10143 and BS EN 10326. DUBAI. 3. and Anchors: Cast or formed metal of same type of material and finish as supported rails. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency. rods and sections: To BS EN 10088-3. e. E. B. Hot dip zinc coated low carbon steel sheet and strip for cold forming: To BS EN 10327 and BS EN 10143. 3. Chemical composition and physical properties: To BS EN 10088-1. Sheet. Tubes: a. Welded and cold sized square and rectangular: To BS EN 10305-5. D. Weld all around at connections. fabricated from corrosion-resistant materials with capability to sustain. as determined by testing per ASTM E 488 conducted by a qualified independent testing agency acceptable to the Engineer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Method: TIG or MIG welding to BS EN 1011 -4. Method: Metal arc welding to BS EN 1011 -1 and -2. dimensions. a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in concrete. recommended by manufacturer for exterior use. DUBAI. Form changes in direction by bending or by inserting prefabricated elbow fittings. b. FABRICATION General: Fabricate railings to comply with design. nonmetallic grout complying with ASTM C 1107. Method: TIG welding to BS EN 1011-3.01 GENERAL SPECIFICATIONS ARCHITECTURE B.3 A. Chemical Anchors: For wall-mounted installations to masonry walls. Welding of Steel a. Welding of Aluminium Alloys a. without failure. D. Form curves by bending in jigs to produce uniform curvature. Zinc-Rich Primer: topcoat. F. C. Division 05 Section 055213 Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with Connect members with concealed mechanical fasteners and Page 4 of 6 Pipe and Tube Railings . Shop Primer for Galvanized Steel: Zinc-dust. 3. Anchors: Anchors of type indicated below. Nonwelded Connections: fittings. Butt welds: Double bevel. Close exposed ends of railing members with prefabricated end fittings. and details indicated. 2. and complying with SSPC-Paint 5. C. but not less than that required to support structural loads. Welding Rods and Bare Electrodes: Select according to the BS standards for metal alloy welded as the following: 1. Welded Connections: Cope components at connections to provide close fit. maintain cross section of member throughout bend without cracking or otherwise deforming exposed surfaces. 3. including at fittings. 2. or water-resistant. F. E. Welding of Stainless Steel a. Cast-In-Place Anchors: For floor-mounted installations where indicated on drawings. B. 2. UAE Title: DOCUMENT VOLUME 02. Expansion Torque-Controlled Anchors: For floor-mounted. or use fittings designed for this purpose. 1. wall-mounted to concrete walls and stringer mounted installations. nonshrink. Grout and Anchoring Cement: Factory-packaged. zinc-oxide primer compatible with finish paint systems indicated. E. nonshrink anchoring cement. External Assemblies: UV-resistant polyurethane based coating system as specified in Division 9. unless otherwise indicated. brackets. 2.1 A. Flanges.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Fittings. treat with metallicphosphate process. unless otherwise indicated. and elevation. Section “Painting”. DUBAI. clean railings. 2. 2. clearance from inside face of handrail and finished wall surface. For concrete and solid masonry anchorage. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 5 mm in 3 m. FINISHES Stainless Steel: 1. B. Shop-Primed Galvanized Railings: After galvanizing. 1. and Anchors: Provide wall brackets. 4. 3. Attach handrails to wall with wall brackets. c.01 GENERAL SPECIFICATIONS ARCHITECTURE G. if not indicated. Attach handrails to wall with wall brackets. and other ferrous components. Directional Satin Finish: No.4 A. and apply primer to comply with SSPC-PA 1. 1. Galvanized Railings: Hot-dip galvanize exterior and where indicated railings. Secure wall brackets to building construction as follows: a. C. unless otherwise indicated on Drawings. sleeves. B.EXECUTION 3. and anchors to interconnect railing members to other work. Provide hot-dip galvanized fittings. 2. use drilled-in expansion shields and hanger or lag bolts. b. at spacing required to support structural loads. Locate brackets as indicated or. Division 05 Section 055213 Page 5 of 6 Pipe and Tube Railings . 3. and fitting required for installing railings. Provide brackets with 38 mm. Set railings accurately in location. Provide wall returns at ends of wall-mounted handrails. H. after fabrication. flanges. miscellaneous fittings. Filed-Applied Finishes: a. UAE Title: DOCUMENT VOLUME 02. fasteners. Set posts plumb within a tolerance of 2 mm in 1 m. PART 3 . Internal Assemblies: Epoxy or polyurethane based coating system as specified in Division 9. D. Anchor railing ends to concrete and masonry with round flanges connected to railing ends and anchored to wall construction with anchors and bolts. Section “Painting”. drilling. Color and Gloss: As selected by Engineer from manufacturer’s full range. unless otherwise indicated. Anchor posts to metal surfaces with oval flanges. alignment. Brackets. Steel and Iron: 1. INSTALLATION General: Perform cutting. bolted connections. and abraded areas of shop paint.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and abraded areas and repair galvanizing to comply with ASTM A 780. and paint exposed areas with the same material as used for shop painting. clean field welds. Immediately after erection. 2. Adjusting and Cleaning: 1. E. DUBAI. Galvanized Surfaces: Clean field welds. bolted connections. END OF SECTION 055213 Division 05 Section 055213 Page 6 of 6 Pipe and Tube Railings .01 GENERAL SPECIFICATIONS ARCHITECTURE b. use chemical anchors. For hollow masonry anchorage. UAE Title: DOCUMENT VOLUME 02. 3 3 3 4 4 5 5 6 6 3. GRATING FRAMES AND SUPPORT……………………………………………………………. STEEL FINISHES………………………………………………………………………………….0 3...1 2. GENERAL……………………………………………………………………… INSTALLING METAL BAR GRATINGS…………………………………………………………..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055300 – METAL GRATINGS TABLE OF CONTENTS 1. 2 2 2 2 2 3 3 3 2. PROJECT CONDITIONS………………………………………………………………………… COORDINATION………………………………………………………………………………..7 2..7 GENERAL………………………………………………………………………………………. INSTALLATION.5 2.3 1. UAE Title: DOCUMENT VOLUME 02.4 1. FERROUS METALS………………………………………………………………………………..5 1.3 EXECUTION…………………………………………………………………………………….. DUBAI.6 1. ADJUSTING AND CLEANING…………………………………………………………………. SUMMARY………………………….8 PRODUCTS……………………………………………………………………………………… MANUFACTURERS………………………………………………………………………………. RELATED DOCUMENTS.………………………………………………….……………………………………………………………………….2 2. 7 7 7 8 Division 05 Section 055300 Page 1 of 8 Metal Gratings .2 3... FABRICATION…………………………………………………………………………………….3 2.…………………………………………………………………………………… MISCELLANEOUS MATERIALS…………………………………………………………………. PERFORMANCE REQUIREMENTS……………………………………………………………… SUBMITTALS……………………………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….0 2..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 1. METAL BAR GRATINGS…………………………………………………………………………...1 3.……….0 1.4 2. FASTENERS….6 2.1 1. 1.87 kN/sq. 3. m. including General and Supplementary Conditions and Division 01 Specification Sections. LEED/EHS SUBMITTALS: 1. m or concentrated load of 8. apply to this Section. whichever produces the greater stress. whichever is less. Division 05 Section 055300 Page 2 of 8 Metal Gratings .79 kN/sq. 3. Limit deflection to L/360 or 6. Related Sections include the following: 1. Metal frames and supports for gratings. whichever produces the greater stress. Walkways and Elevated Platforms Other Than Exits: Uniform load of 2.4 mm.60 kN.GENERAL 1. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 055300 – METAL GRATINGS PART 1 .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Subject to Trucking: Uniform load of 11. B. Product Data for Credit MR 4: For products having recycled content. Division 05 Section "Structural Steel Framing" for structural-steel framing system components.2 A.97 kN/sq.3 A. Paint products. SUMMARY This Section includes the following: 1. Floors: Uniform load of 6. DUBAI. RELATED DOCUMENTS Drawings and general provisions of the Contract.1 A.90 kN. Include statement indicating cost for each product having recycled content. Sidewalks and Vehicular Driveways. 2. Division 05 Section "Pipe and Tube Railings" for metal pipe and tube handrails and railings. Extruded metal gratings. 2. 2.00 kN/sq. SUBMITTALS Product Data: For the following: 1. 4. PERFORMANCE REQUIREMENTS Structural Performance of Gratings: Provide gratings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. 5. 2. UAE Title: DOCUMENT VOLUME 02. m or concentrated load of 35. Metal bar gratings. Walkways and Elevated Platforms Used as Exits: Uniform load of 4. 4. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 1. B.4 A. m. Clips and anchorage devices for gratings. Formed-metal gratings. Extruded Metal gratings 3. 1. sections. Metal Bar Gratings: 2. "Structural Welding Code--Stainless Steel.5 A.2: For primers. but are not limited to. and supports. FERROUS METALS Steel Plates.2 A. details.6." 2. C. Laboratory Test Reports for Credit IEQ 4.7 A.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. COORDINATION Coordinate installation of anchorages for gratings. 1.1 A. Division 05 Section 055300 Page 3 of 8 Metal Gratings . and directions for installing anchorages.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.PRODUCTS 2. the following: 1. B. Expanded-Metal Gratings: 2. 1. B. and items with integral anchors. templates. anchor bolts. Wire Rod for Grating Crossbars: ASTM A 510M. Deliver such items to Project site in time for installation. Provide allowance for trimming and fitting at site. and attachments to other work. concrete inserts. PART 2 ." Shop Drawings: Include plans. manufacturers offering products that may be incorporated into the Work include. grating frames. Provide templates for anchors and bolts specified for installation under other Sections. 1. AWS D1. QUALITY ASSURANCE Metal Bar Grating Standards: Comply with NAAMM MBG 531. and Bars: ASTM A 36/A 36M. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. AWS D1." 1.6 A. Shapes. "Metal Bar Grating Manual" and NAAMM MBG 532. UAE Title: DOCUMENT VOLUME 02. DUBAI. elevations. MANUFACTURERS Available Manufacturers: Subject to compliance with requirements." Welding: Qualify procedures and personnel according to the following: 1. including sleeves. 1. that are to be embedded in concrete or masonry. PROJECT CONDITIONS Field Measurements: Verify actual locations of walls and other construction contiguous with gratings by field measurements before fabrication and indicate measurements on Shop Drawings. "Structural Welding Code--Steel. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. Furnish setting drawings. "Heavy-Duty Metal Bar Grating Manual. 3 A. E. Expanded Metal. lead. 2. C. grade. spring type. Carbon Steel: ASTM F 1267. Grade A. at exterior walls.and chromate-free. Shop Primers: Provide primers that comply with Division 09 painting Sections. Class Fe/Zn 5. structural quality. ASME B18. B. DUBAI.21. D. Anchors: Provide torque-controlled expansion anchors with capability to sustain. as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. Class Fe/Zn 5. Type [304] [316]. 1. Stainless-Steel Bars and Shapes: ASTM A 276. Expanded Metal. nuts. Class 2. Provide stainless-steel fasteners for fastening aluminum. and class required. without failure.2M. Material for Anchors in Interior Locations: Carbon-steel components zinc-plated to comply with ASTM B 633. Alloy Group A1.22M. complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. E. D. where indicated. B. and. Plain Washers: Round. Select fasteners for type. Stainless Steel: ASTM F 1267. ASME B18. 2. Universal Shop Primer: Fast-curing. Stainless-Steel Bolts and Nuts: Regular hexagon-head annealed stainless-steel bolts. Class 1. Galvanized Steel: ASTM F 1267. Division 05 Section 055300 Page 4 of 8 Metal Gratings . Grade 230. with Z275 coating. universal modified-alkyd primer complying with MPI#79. Type [304] [316]. Class 3.01 GENERAL SPECIFICATIONS ARCHITECTURE C. MISCELLANEOUS MATERIALS Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy that is welded. Lock Washers: Helical. Galvanized Steel Sheet: ASTM A 653/A 653M. Expanded Metal.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. G. 2. FASTENERS General: Unless otherwise indicated. D. made from stainless-steel sheet complying with ASTM A 666. UAE Title: DOCUMENT VOLUME 02. C. a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in concrete. provide Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633. Zinc-Rich Primer: Zinc-rich primer. Material for Anchors in Exterior Locations: Alloy Group A1 stainless-steel bolts complying with ASTM F 738M and nuts complying with ASTM F 836M. F. flat washers.4 A. ASTM F 738M for bolts and ASTM F 836M for nuts. and supports rigidly in place and to support indicated loads. 2. Remove burrs and ease edges to a radius of approximately 1 mm. Bearing Bar Spacing: 30 mm o. 1. D. 3. 5. F. drill. unless otherwise indicated. and punch material cleanly and accurately. Crossbar Spacing: 102 mm o. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.8 mm. coordinate with supporting structure. Disassemble units only as necessary for shipping and handling limitations.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Crossbar Spacing: 102 mm o. 2. complying with SSPC-Paint 20. and shapes indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. Bearing Bar Depth: 25 mm 3. C. Pressure-Locked Steel Grating: Fabricated by either pressing rectangular flush-top crossbars into slotted bearing bars or swaging crossbars between bearing bars. Form from materials of size. Fit exposed connections accurately together to form hairline joints. B. Division 05 Section 055300 Page 5 of 8 Metal Gratings . UAE Title: DOCUMENT VOLUME 02. E. F. Bearing Bar Thickness: 9. 2. FABRICATION Shop Assembly: Fabricate grating sections in shop to greatest extent possible to minimize field splicing and assembly. but not less than that needed to support indicated loads. Bearing Bar Spacing: 60 mm o. Clearly mark units for reassembly and coordinated installation. Bearing Bar Depth: 51 mm.6 A. Welding: Comply with AWS recommendations and the following: 1.5 A. DUBAI. B. Remove sharp or rough areas on exposed surfaces. Obtain fusion without undercut or overlap. 6. 2. 4. Bearing Bar Thickness: 4. frames. thickness. Fabricate and space the anchoring devices to secure gratings.c. Cut.c.c. Steel Finish: Hot-dip galvanized with a coating weight of not less than 550 g/sq. m of coated surface. Traffic Surface: Plain or as indicated. METAL BAR GRATINGS Welded Steel Grating: 1. Provide for anchorage of type indicated.5 mm 4.c. Galvanizing Repair Paint: High-zinc-dust-content paint for re-galvanizing welds in steel. Use connections that maintain structural value of joined pieces. 3. 2. Remove welding flux immediately. m of coated surface.c. where indicated. Do not notch bearing bars at supports to maintain elevation.c. UAE Title: DOCUMENT VOLUME 02. Cut. Provide not less than four weld lugs for each heavy-duty grating section. 2. B. and tap units to receive hardware and similar items. Furnish threaded bolts with nuts and washers for securing grating to supports. Finish: Mill finish. Fabricate cutouts in grating sections for penetrations indicated. and provide minimum anchor units in the form of steel straps 32 mm wide by 6 mm thick by 200 mm long. 6. 2. if not indicated. 3. 2. Traffic Surface: Plain or as indicated. D. drill. 2. Bearing Bar Thickness: 4. Removable Grating Sections: Fabricate with banding bars attached by welding to entire perimeter of each section. Traffic Surface: Plain or As indicated. as recommended by manufacturer for attaching to supports. Pressure-Locked. and bars of welded construction to sizes. with each lug shop welded to two bearing bars. STEEL FINISHES Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Division 05 Section 055300 Page 6 of 8 Metal Gratings . Bearing Bar Depth: 51 mm. Interior. 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Arrange cutouts to permit grating removal without disturbing items penetrating gratings. fabricate from same basic metal as gratings. C. Bearing Bar Spacing: 30 mm o. E. 4. Finish gratings. space anchors 600 mm o. 2. 1. frames. DUBAI. Crossbar Spacing: 102 mm o. B. 6. shapes. Exterior. 2. 1. F. Steel Finish: Hot-dip galvanized with a coating weight of not less than 550 g/sq. Stainless-Steel Grating: Fabricated by either pressing rectangular flush-top crossbars into slotted bearing bars or swaging crossbars between bearing bars. and profiles indicated and as necessary to receive gratings. 1. Miter and weld connections for perimeter angle frames. Unless otherwise indicated.8 A.8 mm.7 A. Galvanize steel frames and supports in the following locations: 1. plates. Equip units indicated to be cast into concrete or built into masonry with integrally welded anchors.01 GENERAL SPECIFICATIONS ARCHITECTURE 5. GRATING FRAMES AND SUPPORTS Frames and Supports for Metal Gratings: Fabricate from metal shapes.c. and supports after assembly. Unless otherwise indicated. Include anchors and fasteners of type indicated or. Cutting. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 3.EXECUTION 3. 1. "Brush-off Blast Cleaning. "Paint Application Specification No. 4. Division 05 Section 055300 Page 7 of 8 Metal Gratings . Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. INSTALLATION. frames. through-bolts. and other connectors. lag bolts. 3. Field Welding: Comply with the following requirements: 1. D. unless otherwise indicated. and supports. 1: Shop. including installation clearances and standard anchoring details. PART 3 . Remove welding flux immediately." for shop painting. and fitting required for installing gratings." E. Exteriors SSPC Zone 1B and Items Indicated to Receive Zinc-Rich Primer: SSPCSP 6/NACE No. UAE Title: DOCUMENT VOLUME 02. and Placement: Perform cutting. "Commercial Blast Cleaning. apply zinc coating by the hot-dip process complying with ASTM A 123/A 123M. measured from established lines and levels and free of rack. cut. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum requirements indicated below for SSPC surface-preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Fitting. Obtain fusion without undercut or overlap. C. 2. Interiors (SSPC Zone 1A): SSPC-SP 7/NACE No. Apply shop primer to uncoated surfaces of gratings. alignment. except those with galvanized finishes and those to be embedded in concrete or masonry. GENERAL Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing gratings to in-place construction. and elevation.01 GENERAL SPECIFICATIONS ARCHITECTURE C. drilling. Comply with SSPC-PA 1." 2. Include threaded fasteners for concrete and masonry inserts. 3.2 A. or abrade the surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. DUBAI. Provide temporary bracing or anchors in formwork for items that are to be built into concrete or masonry. Set units accurately in location. Do not weld. INSTALLING METAL BAR GRATINGS General: Install gratings to comply with recommendations of referenced metal bar grating standards that apply to grating types and bar sizes indicated. and Maintenance Painting of Steel. Field. B. Galvanizing: For those items indicated for galvanizing. Fit exposed connections accurately together to form hairline joints.1 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. E. D. otherwise. UAE Title: DOCUMENT VOLUME 02. as recommended by grating manufacturer for type of installation conditions shown. ADJUSTING AND CLEANING Touchup Painting: Immediately after erection. DUBAI. Attach removable units to supporting members with type and size of clips and fasteners indicated or.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. C.3 A. if not indicated. bolted connections. bolted connections. 3. END OF SECTION 055300 Division 05 Section 055300 Page 8 of 8 Metal Gratings . Attach nonremovable units to supporting members by welding where both materials are same.01 GENERAL SPECIFICATIONS ARCHITECTURE B. 1. and abraded areas and repair galvanizing to comply with ASTM A 780.05-mm dry film thickness. and abraded areas of shop paint. fasten by bolting as indicated above. clean field welds. Galvanized Surfaces: Clean field welds. Apply by brush or spray to provide a minimum 0. and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 requirements for touching up shop-painted surfaces. DIVISION 06 ___________________________________________________________________________________ WOODS. PLASTICS COMPOSITES . .4 2.4 GENERAL……………………………………………………………………………………….. SUMMARY…………………………..0 2. 7 7 7 8 Division 06 Section 061000 Page 1 of 8 Rough Carpentry ..5 2. NAILERS..9 2. WOOD FURRING……………………………………………………………………………….……….0 1...10 PRODUCTS……………………………………………………………………………………… WOOD PRODUCTS.3 2.3 1. DEFINITIONS…………………………………………………………………………………….2 2.8 2.. LAMINATED PLASTICS VENEERED BOARDS / PANELS……………………………………... WOOD VENEERED BOARDS / PANELS……………………………………………………… FASTENERS………………………………………………………………………………………..0 3.. METAL FRAMING ANCHORS………………………………………………………………….6 2..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061000 – ROUGH CARPENTRY TABLE OF CONTENTS 1. RIGID SHEETS……………………………………………………………………………………. CROSS SECTION DIMENSIONS OF TIMBER………………………………………………… FABRICATION…………………………………………………………………………………….3 EXECUTION…………………………………………………………………………………….2 3. MISCELLANEOUS MATERIALS………………………………………………………………….1 2.2 1. GENERAL………………………………………………………………. PRESERVATIVE-TREATED WOOD……………………………………………………………….…………………………………………………. BLOCKING AND SLEEPERS……………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. 3 3 3 3 4 4 5 5 6 6 6 3.7 2.1 3. UAE Title: DOCUMENT VOLUME 02. INSTALLATION…………………………………………………………………………………… WOOD GROUNDS.1 1.. 2 2 2 2 3 2. SUBMITTALS……………………………………………………………………………………… QUALITY ASSURANCE…………………………………………………………………………. 1.3 A. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. Include statement indicating cost for each certified wood product. 1. and install.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MDF or cork) not specified in other Sections and not exposed. SUBMITTALS Product Data: For each type of process and factory-fabricated product. B.1 A. Indicate species and grade selected for each use.GENERAL 1. 2. DEFINITIONS Rough Carpentry: Carpentry work (wood. Division 06 Section 061000 Page 2 of 8 Rough Carpentry . indicating and interpreting test results relative to compliance of fire-retardant-treated wood products with requirements indicated. Certificates for Credit MR 6 / Credit MR 7: Chain-of-custody certificates indicating that products specified to be made from certified wood comply with forest certification requirements." C.4: For composite wood products. support. DUBAI. is required to fix.2 A. Include data for wood-preservative and fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Material test reports from a qualified independent testing agency acceptable to the Engineer. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 3. documentation indicating that product contains no urea formaldehyde. suspend or complete works specified in other specification sections.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061000 – ROUGH CARPENTRY PART 1 . Laboratory Test Reports for Credit IEQ 4: For composite-wood products. LEED/EHS Submittals: 1. Product Data for Credit IEQ 4. SUMMARY This Section specifies rough carpentry required for support or attachment of other construction and not specified in another Section 1. Include documentation that manufacturer is certified for chain of custody by an FSC-accredited certification body. D. UAE Title: DOCUMENT VOLUME 02. C.2 A.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE E. RIGID SHEETS Plywood: BS EN 636:Part 1. Division 06 Section 061000 Page 3 of 8 Rough Carpentry . with no knots wider than half the width of the section. fixation details and other details as directed. moisture content of timber at the time of treatment shall be as specified for the component at time of delivery. Timber surface shall be dry before use. moisture content of timber at time of treatment shall be not more than 28%. B. PART 2 . Wood used for exterior applications or for interior applications in wet areas shall be factory treated to prevent moisture absorption 2. type WBP for external use and type MR or INT for internal use. 2. Application shall be with double vacuum /low pressure. B.4 A. jointing details. Creosote preservation treatment. fixing intervals. except pinhole borers. 1. QUALITY ASSURANCE Testing Agency Qualifications: To qualify for approval. Softwood shall comply with BS EN 942 softwood spices to be used in external locations are to be recommended for the purpose. face grade for general use. Shop drawings shall indicate dimensions of wood sections.PRODUCTS 2. Timber surface shall be dry before use. excluding plywood made from gaboon. Marine Quality Plywood: to BS 1088 and BS 4079. Hardwood to be used in internal locations are to be recommended for the purpose. based on evaluation of agency-submitted criteria. Allow timber to dry before use. Shop drawings for furrings and supporting rough carpentry work as requested by the Engineer. UAE Title: DOCUMENT VOLUME 02. PRESERVATIVE-TREATED WOOD Organic solvent preservative treatment. Water based microemulsion preservative treatment.3 A. Bonding is to be to BS 1203. an independent testing agency must demonstrate to the Engineer's satisfaction. Hardwood shall comply with BS EN 942. B. that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work. WOOD PRODUCTS. moisture content of timber at the time of treatment shall be as specified for the component at time of delivery.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Application shall be with double vacuum/low pressure. DUBAI. GENERAL Softwood shall be free from decay and insect attack. Application shall be with double vacuum/low pressure. C. 2. Moisture and temperature movement characteristics: As facing veneer. indentations. B. cracks.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. ploughed. Application shall be with vacuum/pressure. moisture content of timber at time of treatment shall be not more than 28%. UAE Title: DOCUMENT VOLUME 02. twist. Application shall be with vacuum/pressure. G. D. C.5 A. timber shall be dried slowly at temperatures not exceeding 65°C to minimize degradation and distortion. Setting out: Veneer features and grain pattern aligned regularly and symmetrically unless instructed otherwise. Cutting and machining: Completed as far as possible before treatment. Re-treat all treated wood which is sawn along the length. Surfaces exposed by minor cutting and/ or drilling: Treat with two flood coats of a solution recommended by main treatment solution manufacturer. H. C. etc. including bow. chipping.4 A. F. J. planed or otherwise extensively processed. moisture content at time of treatment shall be as specified for the timber at time of fixing. Extensively processed timber: Retreat timber sawn lengthways. E. scratches. staining and variations in colour and pattern. pimpling. Applied to reverse side of core. After treatment. Leach resistant flame retardant treatment. Allow timber to dry before use. true and flush. Application shall be with double vacuum /low pressure. glue marks. ploughed. thickness. DUBAI. Division 06 Section 061000 Page 4 of 8 Rough Carpentry . thicknessed. LAMINATED PLASTICS VENEERED BOARDS/ PANELS Fabrication: To British Laminated Plastics Fabricators Association Ltd (BLF) fabricating standards. B. Finished components: Free from defects. Balancing veneer: Applied to reverse side of core material. WOOD VENEERED BOARDS/ PANELS Core material and veneers: Conditioned before bonding. 2. planed. Fire retardant treatment: Moisture content at time of treatment shall be as specified for the timber at time of fixing. Born compound preservation treatment. I.01 GENERAL SPECIFICATIONS ARCHITECTURE D. 1. Treat wood surfaces exposed by minor cutting and drilling with two flood coats of solution recommended for the purpose by the treatment solution manufacturer. Joints visible in completed work: Tight butted. Balancing veneer: From decorative veneer manufacturer and of similar composition. splits. G. Nailed Timber Fixing: Nails penetration to be fully driven in without splitting or crushing timber. G.6 A. but non-ferrous types for external use. Pattern Self-tapping. or proprietary fibre or plastics plugs. pressure-preservative treated. metallic drive screw. as published by manufacturer. 2. but non-ferrous types of Parts 2 or 3 for external use. with no gaps. scratches. glue marks and staining. FASTENERS General: Provide fasteners of size and type indicated that comply with requirements specified. Cramp Positions: maximum 150 mm form each end of frame sections and at 600 mm maximum fixings 2. Division 06 Section 061000 Page 5 of 8 Rough Carpentry . Wood Screws: to BS 1210 generally. 10 mm diameter. Cramps Fixings: 1. Surface finish: Fine. 1. Self-Tapping Screws: to BS 4174. Materials to have bimetallic corrosion resistance appropriate to items being fixed 3. galvanized to BS EN ISO 1461 after fabrication. F. 2. provide fasteners with hot-dip zinc coating complying with BS EN ISO 1461 or type 304 stainless steel. free from sanding marks.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. smooth. Cramp fixings in masonry works to be fully bedded in mortar.7 A. C. or in area of high relative humidity. E. 2. that meet or exceed those indicated and of products of manufacturers listed.5 mm. including bow. in ground contact. 1. Tolerance of veneer thickness (maximum): ± 0. shaped to twist and grip when driven. Plugs: either traditional hardwood plugs. Nails: to BS 1202. or power driven screws. E. Where rough carpentry is exposed to weather. D. METAL FRAMING ANCHORS Allowable Design Loads: Provide products with allowable design loads. 4. blebs. twist. chipping. DUBAI. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE D. 100 mm long. Veneer edges: Tight butted and flush. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. F. Part 1. indentations. 2 or 3 generally. Finished components: Free from defects. Dowels: mild steel. Nailed Timber Joints: Two nails per joint (minimum) opposite skew driven) B. or other approved type. UAE Title: DOCUMENT VOLUME 02. Expansions for use in substrate strong enough to resist forces generated by expansion anchors. Maximum permitted deviations from finished sizes: 1. D. 2.10 A. chip bruising and other machining defects.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Galvanized Steel Sheet: Hot-dip.2 for further processed sections. zinc-coated steel sheet complying with BS EN ISO 1461 coating designation. Clause 6 for sawn sections. Formed out of solid unless shown otherwise. C. Softwood sections: To BS EN 1313-1: a. 1. 2. Clause NA. Clause 6 for sawn sections b.8 mm.01 GENERAL SPECIFICATIONS ARCHITECTURE B. B. CROSS SECTION DIMENSIONS OF TIMBER General: Dimensions on drawings are finished sizes. B. MISCELLANEOUS MATERIALS Sill-Sealer Gaskets: Glass-fiber-resilient insulation.8 A. For use in irregular substrate where expansion anchors cannot transfer load on anchor 2. 2. B. and free from twist and bowing. Assembled components: Rigid. Machined surfaces: Smooth and free from tearing. DUBAI. Adhesive for Joinery: shall be close contact type to BS EN 301 or BS EN 302 suitable for the purpose. compressible to 0. fabricated in strip form. b. Types: Unless otherwise indicated: 1. Hardwood sections: To BS EN 1313-2: a. Clause NA. C. Joints: Tight and close fitting. Screws: Provide pilot holes. Chemical: a. 2. b. selected from manufacturer's standard widths to suit width of sill members indicated.3 for further processed sections.9 A. Division 06 Section 061000 Page 6 of 8 Rough Carpentry . Sections: Accurate in profile and length. FABRICATION Standard: To BS 1186-2. Free from distortion. wooliness. For use in substrate where expansion of anchor would fracture substrate. 25-mm nominal thickness. Obtain manufacturer's confirmation that adhesive is compatible with preservative treatment. E. for use as a sill sealer. INSTALLATION Discard units of material with defects that impair quality of rough carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. Correlate location of furring. NAILERS. grounds. blocking. cut. Use common wire nails. Countersink screws: Heads sunk at least 2 mm below surfaces visible in completed work. and similar supports to allow attachment of other construction. B. PART 3 . C.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. WOOD GROUNDS. Countersink nail heads on exposed carpentry work and fill holes with wood filler. 3. unless otherwise indicated. scribe and cope as required for accurate fit. E. Coordinate locations with other work involved. and fitted. predrill as required. anchor to formwork before concrete placement. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. C. nailers. Recess bolts and nuts flush with surfaces.2 A. BLOCKING AND SLEEPERS Install wood grounds. Apply field treatment to cut surfaces of preservative-treated lumber and plywood. Remove temporary grounds when no longer required.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Adhesives: Compatible with wood preservatives applied and end uses of timber. Build into masonry during installation of masonry work. Division 06 Section 061000 Page 7 of 8 Rough Carpentry . Make tight connections between members. preservative-treated. and sleepers where shown and where required for screeding or attaching other work. Install permanent grounds of dressed. F.1 A. Install fasteners without splitting wood. F. Set rough carpentry to required levels and lines. Fit rough carpentry to other construction. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. DUBAI. 2. blocking. with members plumb. Screws of 8 gauge (4 mm diameter) or more and screws into hardwood: Provide clearance holes.EXECUTION 3. Form to shapes shown and cut as required for true line and level of attached work. Attach to substrates to support applied loading. nailers. G. UAE Title: DOCUMENT VOLUME 02. key-beveled lumber not less than 138 mm wide and of thickness required to bring face of ground to exact thickness of finish material. unless otherwise indicated. Where possible. true to line. B. Install 19-by-38-mm actual-size furring at 400 mm o. Shim with wood as required for tolerance of finish work.. DUBAI. Furring to Receive Wood or Plastic Sheets or Boards: Install 19-by-63-mm actual-size furring at 600 mm o.c. 1. END OF SECTION 061000 Division 06 Section 061000 Page 8 of 8 Rough Carpentry .. Select furring with no knots capable of producing bent-over nails and damage to paneling. B.c. horizontally and vertically. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. vertically.c. D. Firestop furred spaces of walls at each floor level and at ceiling with wood blocking or noncombustible materials. Furring to Receive Plaster Lath: vertically. C.3 A. Furring to Receive Gypsum Board: Install 19-by-38-mm actual-size furring at 400 mm o. accurately fitted to close furred spaces. WOOD FURRING Install plumb and level with closure strips at edges and openings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.. .2 EXECUTION…………………………………………………………………………………….……...1 3..…….........………...……….……...…….0 2..……..........………..……….....……......……….………..…………… FIRE-RETARDANT-TREATED MATERIALS…….……..……….………..……….……....……….…….…… WOOD PRESERVATIVES……....……. 3 3 3 4 4 5 5 5 6 3.1 2...............……….……..…………….5 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 2.....………..……….………. ACTION SUBMITTALS.……….1 1.………...0 3... GENERAL……...……... DIMENSION LUMBER FRAMING……..………..………...2 2.…….…….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061053 – MISCELLANEOUS ROUGH CARPENTRY TABLE OF CONTENTS 1. GENERAL…….……….……..……. UAE Title: DOCUMENT VOLUME 02. SUMMARY………………………….…….………..…….…………………… MISCELLANEOUS LUMBER…….0 1.....……….………..…… FASTENERS……..……….…….2 1.... INSTALLATION..………… PROTECTION……..……..……….……...8 PRODUCTS……………………………………………………………………………………… WOOD PRODUCTS..………...……..………..……...……………………………………………………………………….………………………………………………….3 GENERAL……………………………………………………………………………………….…….………… PLYWOOD BACKING PANELS…….………..……… 6 6 7 Division 06 Section 061053 Page 1 of 7 Miscellaneous Rough Carpentry ... INFORMATIONAL SUBMITTALS…....………..……..……..…….6 2.7 2....………… MISCELLANEOUS MATERIALS…….………...……….....………... DUBAI..……….……....3 2..…….…………………………………………………… 2 2 2 2 2...…….……... 2. 1. 3. Preservative-treated wood. 3. Product Data for Credit IEQ 4. cants. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. B. Wood sleepers. and nailers.2 A. UAE Title: DOCUMENT VOLUME 02. Wood blocking. Include statement indicating cost for each certified wood product.3 A." INFORMATIONAL SUBMITTALS Evaluation Reports: For the following. DUBAI. from ICC-ES: 1. LEED Submittals: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061053 – MISCELLANEOUS ROUGH CARPENTRY PART 1 . Utility shelving.1 A. Include documentation that manufacturer is certified for chain of custody by an FSC-accredited certification body. 4. 3. 5. 7.4: For composite wood products. 2. Framing with dimension lumber. Laboratory Test Reports for Credit IEQ 4: For composite-wood products. Certificates for Credit MR 6/Credit MR 7: Chain-of-custody certificates indicating that products specified to be made from certified wood comply with forest certification requirements. Wood furring and grounds. 2. Power-driven fasteners.GENERAL 1. Indicate component materials and dimensions and include construction and application details. 6. SUMMARY Section Includes: 1. Rooftop equipment bases and support curbs. documentation indicating that product contains no urea formaldehyde. ACTION SUBMITTALS Product Data: For each type of process and factory-fabricated product. 1. Plywood backing panels. Division 06 Section 061053 Page 2 of 7 Miscellaneous Rough Carpentry . Fire-retardant-treated wood. 2. D. Wood cants. 1. 3. DUBAI. Use Category UC3b for exterior construction not in contact with the ground. 2. Application: Treat all miscellaneous carpentry unless otherwise indicated. and Use Category UC4a for items in contact with the ground.2 A. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. mark grade stamp on end or back of each piece Provide dressed lumber. Maximum Moisture Content of Lumber: 19 percent for 38-mm actual thickness or less. vapor barriers. equipment support bases. stripping.] and similar concealed members in contact with masonry or concrete. WOOD PRODUCTS.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. WOOD-PRESERVATIVE-TREATED MATERIALS Preservative Treatment by Pressure Process: AWPA U1. 2. C. no limit for more than 38-mm actual thickness unless otherwise indicated. Division 06 Section 061053 Page 3 of 7 Miscellaneous Rough Carpentry . If no grading agency is indicated. S4S.1 A. Do not use material that is warped or does not comply with requirements for untreated material. sleepers.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 .Items indicated on Drawings. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. 1. B. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls. Use Category UC2 for interior construction not in contact with the ground. "FSC Principles and Criteria for Forest Stewardship. nailers. unless otherwise indicated. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. and similar members in connection with roofing. UAE Title: DOCUMENT VOLUME 02. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. and the following: 1. Wood floor plates that are installed over concrete slabs-on-grade. [furring. 4. blocking. Do not use inorganic boron (SBX) for sill plates. Factory mark each piece of lumber with grade stamp of grading agency. 5. GENERAL Certified Wood: Lumber and plywood shall be produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001.PRODUCTS 2. For exposed lumber indicated to receive a stained or natural finish. curbs. flashing." B. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. C. 3. Wood framing members that are less than 460 mm above the ground in crawl spaces or unexcavated areas. Wood sills. provide lumber that complies with the applicable rules of any ruleswriting agency certified by the ALSC Board of Review. and waterproofing. blocking. and similar members in connection with roofing. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Framing for raised platforms. Use where exterior type is not indicated. SPIB. 5. and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes.3 A.75 for extreme fiber in bending for Project's climatological zone. Exterior Type: Treated materials shall comply with requirements specified above for fireretardant-treated lumber and plywood by pressure process after being subjected to accelerated weathering according to ASTM D 2898. Mixed southern pine. Concealed blocking. Items indicated on Drawings. equipment support bases. 3. blocking. DUBAI. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Kiln-dry plywood after treatment to a maximum moisture content of 15 percent.85 modulus of elasticity and 0. 2. Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. D. Wood cants. 2. 1. Use for exterior locations and where indicated. Division 06 Section 061053 Page 4 of 7 Miscellaneous Rough Carpentry . B. SPIB. and where high temperature fire-retardant treatment is indicated. Plywood backing panels. curbs. and design value adjustment factors shall be calculated according to ASTM D 6841. Roof framing and blocking. 3. UAE Title: DOCUMENT VOLUME 02. Hem-fir (north). WCLIB or WWPA. Design Value Adjustment Factors: Treated lumber shall be tested according ASTM D 5664. nailers. FIRE-RETARDANT-TREATED MATERIALS Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame spread index of 25 or less when tested according to ASTM E 84.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 4. B. 4. grade the following species: 1. and with the flame front not extending more than 3. Other Framing: Construction. C. provide material with adjustment factors of not less than 0. NLGA. 2.4 A. 3. Douglas fir-larch. For enclosed roof framing. Southern pine. DIMENSION LUMBER FRAMING Non-Load-Bearing Interior Partitions: grade of any species. and the following: 1.2 m beyond the centerline of the burners at any time during the test. framing in attic spaces. Application: Treat all miscellaneous carpentry unless otherwise indicated. 2. Grounds. 2] Common grade. 5. 7. 3. For concealed boards. UAE Title: DOCUMENT VOLUME 02. Western woods. 6. WCLIB. WCLIB or WWPA. NeLMA. Construction. provide lumber with 19 percent maximum moisture content of eastern white pine. 4. [No. Hem-fir. or WWPA. not less than 19-mm nominal thickness. WCLIB. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or sugar pine. Furring. Spruce-pine-fir (south). Spruce-pine-fir. Premium grade. 2. Eastern softwoods. 2. D. Division 06 Section 061053 Page 5 of 7 Miscellaneous Rough Carpentry . Northern species. NLGA. 7. [No. NLGA. Idaho white. NeLMA. 4. DUBAI. Nailers. WCLIB or WWPA. Utility shelving. 2. [No. 9. 6. 2. 8. B. 2] Common grade. 1.5 A. if not indicated.7 A. including the following: 1. 2] grade. provide lumber with 19 percent maximum moisture content and [any of the following species and grades: 1. in thickness indicated or.6 A." FASTENERS General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. Cants. SPIB. Blocking. or WWPA. Rooftop equipment bases and support curbs. lodgepole.01 GENERAL SPECIFICATIONS ARCHITECTURE 5. PLYWOOD BACKING PANELS Equipment Backing Panels: DOC PS 1fire-retardant treated. For utility shelving. Mixed southern pine. Plywood shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 3. For items of dimension lumber size. Douglas fir-south. WWPA. MISCELLANEOUS LUMBER General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction. NLGA. NELMA. NLGA. provide Construction grade lumber of any species. ponderosa. Douglas fir-larch (north). C. install continuous flexible flashing separator between wood and metal decking.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Screws for Fastening to Metal Framing: ASTM C 1002 length as recommended by screw manufacturer for material being fastened. C.01 GENERAL SPECIFICATIONS ARCHITECTURE 1.1. F. B.8 A. Install fire-retardant treated plywood backing panels with classification marking of testing agency exposed to view. aluminum foil. scribe and cope as needed for accurate fit. Table R602. with members plumb. Do not splice structural members between supports unless otherwise indicated. B.and TwoFamily Dwellings. "Fastener Schedule for Structural Members.9. E. 2. coordinate locations with utilities requiring backing panels. "Details for Conventional Wood Frame Construction. DUBAI. "Fastening Schedule." in ICC's International Residential Code for One. "Alternate Attachments. UAE Title: DOCUMENT VOLUME 02. G. in ground contact.EXECUTION 3. 3. Where wood-preservative-treated lumber is installed adjacent to metal decking. complying with the following: 1.1 A." in ICC's International Building Code. cut. Division 06 Section 061053 Page 6 of 7 Miscellaneous Rough Carpentry . NES NER-272 for power-driven fasteners. pressure-preservative treated." unless otherwise indicated. Install plywood backing panels by fastening to studs." and Table R602. Securely attach carpentry work to substrate by anchoring and fastening as indicated. PART 3 .3(2).6 mm. or spunbonded polyolefin to produce an overall thickness of not less than 0. and fitted. D. C.3(1). MISCELLANEOUS MATERIALS Flexible Flashing: Self-adhesive butyl rubber compound. Framing Standard: Comply with AF&PA's WCD 1. INSTALLATION. GENERAL Set carpentry to required levels and lines. Fit carpentry to other construction. true to line. or in area of high relative humidity. Power-Driven Fasteners: NES NER-272. Where carpentry is exposed to weather. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. 2. Table 2304. bonded to a high-density polyethylene film. provide fasteners of Type 304 stainless steel. PROTECTION Protect wood that has been treated with inorganic boron (SBX) from weather. If. END OF SECTION 061053 Division 06 Section 061053 Page 7 of 7 Miscellaneous Rough Carpentry . despite protection. DUBAI. inorganic boron-treated wood becomes wet.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 A. apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. UAE Title: DOCUMENT VOLUME 02. 0 1.………………….1 1.…………………. UAE Title: DOCUMENT VOLUME 02.……… PRESERVATIVE TREATMENT……….….………………….………………….2 2.………………….………..………. LUMBER……….0 3.1 EXECUTION…………………………………………………………………………………….3 1.4 2..………………….…….…………………...………………….…………………..………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.………………….………………….0 2.3 2. GENERAL………..…………………… METAL ACCESSORIES……….………………….………………….………………….…………………. SUMMARY………………………….…………………. 6 6 Division 06 Section 061063 Page 1 of 6 Exterior Rough Carpentry .………….…………………. GENERAL………..………………….…………………. INFORMATIONAL SUBMITTALS….…………………..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061063 – EXTERIOR ROUGH CARPENTRY TABLE OF CONTENTS 1. INSTALLATION.……………………………………………………………………….……… 2 2 2 2 2 2.2 1.4 GENERAL………………………………………………………………………………………..………..6 PRODUCTS……………………………………………………………………………………… LUMBER.5 2.…………………………………………………… QUALITY ASSURANCE………. DUBAI. 3 3 3 4 4 5 5 3.………………….………………………………………………….1 2.………………….…………………. POSTS……….………………….… FASTENERS……….…………………. ACTION SUBMITTALS.. 1.2 A. Indicate type of preservative used and net amount of preservative retained. 1. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 061063 – EXTERIOR ROUGH CARPENTRY PART 1 ." ACTION SUBMITTALS Product Data: For preservative-treated wood products. B. Evaluation Reports: For preservative-treated wood products. Include documentation that manufacturer is certified for chain of custody by an FSC-accredited certification body. UAE Title: DOCUMENT VOLUME 02. Wood fences. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 2. Product Data for Credit IEQ 4.1 A. B.GENERAL 1. LEED Submittals: 2.4 A. Laboratory Test Reports for Credit IEQ 4: For composite-wood products.3 A. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Include statement indicating cost for each certified wood product. Division 06 Section 061063 Page 2 of 6 Exterior Rough Carpentry . documentation indicating that product contains no urea formaldehyde." INFORMATIONAL SUBMITTALS Material Certificates: 1. Wood shutters For preservative-treated wood products. Certificates for Credit MR 6 / Credit MR 7: Chain-of-custody certificates indicating that products specified to be made from certified wood comply with forest certification requirements. SUMMARY Section Includes: 1. Related Requirements: 1. Section 061533 "Wood Patio Decking. QUALITY ASSURANCE Lumber Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body. from ICC-ES.4: For composite wood products. 1. 1. 3. B. Provide dressed lumber. Redwood. For items that are exposed to view in the completed Work. 3. LUMBER Dimension Lumber: Construction grade and any of the following species: 1. WCLIB. WCLIB. Lumber Vendor Qualifications: A vendor that is certified for chain of custody by an FSCaccredited certification body. 2. Hem-fir. unless otherwise indicated. Redwood. NLGA. Regional Materials: Wood products shall be milled within 800 km of Project site from wood that has been harvested within 800 km of Project site. 2. GENERAL Comply with DOC PS 20 and with grading rules of lumber grading agencies certified by ALSC's Board of Review as applicable. or WWPA. PART 2 . or WWPA. 19 percent. NLGA. DUBAI. RIS. Division 06 Section 061063 Page 3 of 6 Exterior Rough Carpentry . 2. If no grading agency is indicated. Certified Wood: Boards and dimension lumber shall be certified as "FSC Pure"[ or "FSC Mixed Credit"] according to FSC STD-01-001. or WWPA. comply with the applicable rules of any rules-writing agency certified by ALSC's Board of Review. or Douglas fir-south.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Timber. Hem-fir or hem-fir (North).2 A. Mixed southern pine. 5. [Clear Heart] [Grade A] [Grade B]. NLGA. Douglas fir. C & Btr finish or C Select. Western red cedar. 2. S4S. SPIB. 3. RIS. 3. 2." and to FSC STD-40-004. SPIB. Boards: 19 percent. C. Southern pine. [Heart Clear] [Heart B or Select Heart]. no limit for more than 38-mm actual thickness. WCLIB.PRODUCTS 2. B & B finish. "FSC Standard for Chain of Custody Certification. Factory mark each item with grade stamp of grading agency. 4. LUMBER. C & Btr finish or C Select. or WWPA. Maximum Moisture Content: 1. Boards:[ Any of the following species and grades:] 1. B. "FSC Principles and Criteria for Forest Stewardship. NLGA.1 A. WCLIB. WCLIB. or WWPA. mark grade stamp on end or back of each piece. 3. 1. 4.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Douglas fir-larch (North). Douglas fir-larch. NLGA." D. Dimension Lumber: 19 percent for 38-mm actual thickness or less. UAE Title: DOCUMENT VOLUME 02. or western hemlock (North). B. SPIB. WCLIB. UAE Title: DOCUMENT VOLUME 02. 5. NLGA. or WWPA. Northern species. Douglas fir-larch (North). Use Treatment with CCA shall include post-treatment fixation process. 2 Common] grade. 2]. Douglas fir-larch. Douglas fir-larch.4 A. or WWPA. Boards:[ Any of the following species and grades:] 1. 1 Common] [Construction or No. 4. or sugar pine. C. Spruce-pine-fir (South) or spruce-pine-fir. preservative according to AWPA U1. 1. Western woods. [No. C. or WWPA. SPIB. SPIB. 1 Common] [No. 1] [No. Eastern softwoods. NLGA. NeLMA. 2].[No. WCLIB. Douglas fir-larch (North). NLGA. Idaho white. [Select Merchantable or No. Eastern white pine. DUBAI. 3 Common] grade. 5. 1] [No. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. southern pine. or WWPA. or Douglas fir-south. 2. WCLIB. or WWPA.3 A. POSTS Dimension Lumber Posts: Construction grade and any of the following species: 1. 1 Common] [Construction or No. [Premium or No. B. SPIB. hem-fir. 2 Common] grade. Timber Posts: Balsam fir. NLGA. 1] [No. NeLMA. WCLIB or WWPA. Northern white cedar. Division 06 Section 061063 Page 4 of 6 Exterior Rough Carpentry . 2 Common (Sterling)] [Standard or No. western hemlock. Timber Posts: Southern pine. 2 Common]. and Use Category UC4a for items in contact with the ground. Pressure treat timber with Category UC4a. redry boards or dimension lumber to 19 percent maximum moisture content. 3. D. PRESERVATIVE TREATMENT Pressure treat boards and dimension lumber with waterborne preservative according to AWPA U1. waterborne Do not use chemicals containing arsenic or chromium [except for timber posts] [except for poles] [except for timber posts and poles]. Hem-fir or hem-fir (North). 3. Mixed southern pine. lodgepole. NeLMA. 4. NLGA. 2. NeLMA or NLGA. Use Category UC3b for exterior construction not in contact with the ground. 2] grade. NeLMA. 2. eastern hemlock tamarack (North).01 GENERAL SPECIFICATIONS ARCHITECTURE C. After treatment. Mixed southern pine. [Select Merchantable or No. 1. [No. NLGA. WCLIB. Preservative Chemicals: Acceptable to authorities having jurisdiction. [No. ponderosa. WCLIB. chemical or torque-controlled expansion anchors with capability to sustain. provide products indicated on Drawings for engineers approval. Basis-of-Design Products: Subject to compliance with requirements. F. 1.6 A. the following: B. Galvanized-Steel Sheet: Hot-dip. but are not limited to.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. For items indicated to receive a stained or natural finish. 2. in sufficient length. 2. Stainless-Steel Sheet: ASTM A 666. D. Stainless-steel bolts and nuts complying with ASTM F 738M and ASTM F 836M. 1. DUBAI. FASTENERS General: Provide fasteners of size and type indicated. to penetrate not less than 38 mm into wood substrate. Division 06 Section 061063 Page 5 of 6 complying with Exterior Rough Carpentry . mark each piece on surface that will not be exposed or omit marking and provide certificates of treatment compliance issued by inspection agency. 1. 2. [Z180] [Z270] [Z550] coating designation. B. Mark treated wood with treatment quality mark of an inspection agency approved by ALSC's Board of Review. conducted by a qualified independent testing and inspecting agency.5 A. Grade A1 or Grade A4. without failure. C. Application: Treat all wood unless otherwise indicated items indicated on Drawings. Provide nails or screws.01 GENERAL SPECIFICATIONS ARCHITECTURE E. [Type 304] [Type 316]. use stainless-steel fasteners. with Postinstalled Anchors: Stainless-steel. and that comply with requirements specified in this article for material and manufacture. For pressure-preservative-treated wood. acceptable to authorities having jurisdiction. Use stainless steel fasteners with hot-dip zinc coating complying ASTM A 153/A 153M or ASTM F 2329 unless otherwise indicated. that may be incorporated into the Works include. a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing according to ASTM E 488. METAL ACCESSORIES Manufacturers: Subject to compliance with requirements. zinc-coated steel sheet ASTM A 653/A 653M. EXECUTION 3. INSTALLATION. cut. GENERAL Set work to required levels and lines. Install metal framing anchors to comply with manufacturer's written instructions. DUBAI. END OF SECTION 061063 Division 06 Section 061063 Page 6 of 6 Exterior Rough Carpentry . complying with the following: 1. Apply copper naphthenate field treatment to comply with AWPA M4. C. Framing Standard: Comply with AF&PA WCD1 unless otherwise indicated. D. with members plumb. F.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. true to line. Securely attach exterior rough carpentry work to substrate by anchoring and fastening as indicated. scribe and cope as needed for accurate fit. to cut surfaces of preservative-treated lumber. E. "Fastening Schedule" in ICC's International Building Code. 2.1 A. UAE Title: DOCUMENT VOLUME 02. Do not splice structural members between supports unless otherwise indicated.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . and fitted. "Fastener Schedule for Structural Members" and "Alternate Attachments" in ICC's International Residential Code for One. Fit work to other construction. B.and Two-Family Dwellings. ICC-ES AC70 for power-driven fasteners. DIVISION 07 ________________________________________________________________________ THERMAL AND MOISTURE PROTECTION . .5 3.7 1. PROJECT CONDITIONS………………………………………………………………………… WARRANTY……………………………………………………………………………………… 2 2 2 2 2 3 3 3 3 2. UAE Title: DOCUMENT VOLUME 02.5 1. JOINT AND CRACK TREATMENT……………………………………………………………… WATERPROOFING APPLICATION…………………………………………………………….3 1.……….7 EXECUTION…………………………………………………………………………………….0 3. SUMMARY…………………………. PERFORMANCE REQUIREMENTS……………………………………………………………. DAMP-PROOF COURSE………………………………………………………………………… 4 4 4 3.6 3.. DUBAI. PROTECTING AND CLEANING…………………………………………………….3 3.. 5 5 5 5 6 6 6 6 Division 07 Section 071113 Page 1 of 6 Bituminous Damproofing ..2 1. SURFACE PREPARATION……………………………………………………………………….. EXAMINATION………………………………………………………………………………….8 GENERAL……………………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6 1. PREPARATION AT TERMINATION…………………………………………………………….0 1... DELIVERY.……………………………………………………………………….4 1. STORAGE AND HANDLING………………………………………………………. ACTION SUBMITTALS. SUBMITTALS……………………………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….. FIELD QUALITY CONTROL……………………………………………………………………… CURING...2 3.2 PRODUCTS……………………………………………………………………………………… MATERIALS……………………………………………………………………………………….4 3.1 1....………………………………………………….1 3..1 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071113 – BITUMINOUS DAMPROOFING TABLE OF CONTENTS 1..0 2.. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Single Component. 1. D. the following: a. DUBAI. that is manufactured primarily for concealed in-service applications to horizontal decks or vertical walls and prevents the passage of water. or licensed by manufacturer to install his products. technical data.2 SUMMARY A. based on evaluation of comprehensive tests performed by a qualified testing agency. LEED/EHS Submittals: i. Product Data for Credit IEQ 4. Division 07 Section 071113 Page 2 of 6 Bituminous Damproofing .3 PERFORMANCE REQUIREMENTS Provide waterproofing membrane that is intended to resist hydrostatic pressure (regardless of application type) when protected in-service from physical abuse and exposure to weathering. 1. B. Samples: For the following products: 300-by-300-mm square of cured finished membrane. b. but shall not be limited to. B. Product Test Reports: For waterproofing. UAE Title: DOCUMENT VOLUME 02. but shall not be limited to. ii. This Section includes the following: 1. Laboratory Test Reports for Credit IEQ 4: For dampproofing. apply to this Section. Installer Experience: List of five projects (minimum) of a similar nature carried out successfully by the installer with the same product endorsed by the manufacturer’s representative. authorized.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Below ground surfaces. G. F.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071113 – BITUMINOUS DAMPROOFING PART 1 – GENERAL 1. the following: Division 7 Section "Joint Sealants" for joint-sealant materials and installation.2: For dampproofing. Rubber reinforced Bitumen Emulsion. and tested physical and performance properties of waterproofing. Related Sections include." C. Include manufacturer's written instructions for evaluating. Qualification Data: For Installer. 2. Damp Proofing and vertical vapor barrier.1 RELATED DOCUMENTS Drawings and general provisions of the Contract.4 SUBMITTALS A. Installer Certificates: Signed by product manufacturer certifying that Installer is approved. E. Applications include. including Conditions of Contract and Division 1 Specification Sections. preparing. Product Data: For each type of product indicated. 1. and treating substrate. documentation including printed statement of VOC content. special details and flashings. Do not apply waterproofing in rain. Pre-installation Conference: Conduct conference at Project site. 1. testing and inspection procedures. protected location and within the temperature range required by waterproofing manufacturer. Deliver liquid materials to Project site in original containers with seals unbroken. substrate condition and pretreatment. G. Store liquid materials in their original undamaged containers in a clean. C. and directions for storing and mixing with other components. Quality System: Provide the products of a manufacturer holding valid ISO 9001 certification. product brand name and type. D. shelf life. m of deck to demonstrate surface preparation.7 PROJECT CONDITIONS A. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Engineer specifically approves such deviations in writing. and protection and repairs. If Engineer determines mockups do not comply with requirements. Installer Qualifications: A qualified firm specializing in performing the work of this Section with minimum three years documented experience and that is approved. 1. Warranty: Sample of special warranty.3 sq. STORAGE AND HANDLING A. B.6 DELIVERY. protection course from single source from single manufacturer. reapply waterproofing and reinstall overlaying construction until mockups are approved. F. fog or mist. dry. Source Limitations: Obtain waterproofing materials. authorized.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or licensed by the product manufacturer to install his product and that is eligible to receive manufacturer's warranty. UAE Title: DOCUMENT VOLUME 02. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. 1. DUBAI. thickness. Protect stored materials from direct sunlight. forecasted weather conditions. labeled with manufacturer's name. Review waterproofing requirements including surface preparation. texture. corner treatment. Remove and replace liquid materials that cannot be applied within their stated shelf life. date of manufacture. I. C. E. 1. B.8 WARRANTY Division 07 Section 071113 Page 3 of 6 Bituminous Damproofing . B. Mockups: Before beginning installation. installation procedures. D. Field quality-control reports. Maintain adequate ventilation during application and curing of waterproofing materials. minimum curing period.5 QUALITY ASSURANCE A. crack and joint treatment. or when such weather conditions are imminent during application and curing period. H. Do not apply waterproofing to a damp or wet substrate or when relative humidity exceeds 85 percent.01 GENERAL SPECIFICATIONS ARCHITECTURE H. and execution quality. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. install waterproofing to 9. 1. DUBAI. Single component rubberized bitumen emulsion: The liquid applied membrane shall comply with concrete curing requirements of ASTM C309 when applied at rate of 4m2/liter. Waterproofing Warranty: Provide manufacturer’s standard warranty in which Manufacturer agrees to repair or replace. 4. All products shall be manufactured under BS EN ISO 9001 / ISO 14001 conditions and have a proven successful track record of use in similar applications under local ambient conditions. and any defects in adhesion. 3.2 DAMP-PROOF COURSE SINGLE-COMPONENT RUBBERISED BITUMIN EMULSION 1. Warranty includes removing and reinstalling protection board in wet areas. Warranty does not include failure of waterproofing due to failure of substrate prepared and treated according to requirements or formation of new joints and cracks in substrate that exceed 1. without limitations.01 GENERAL SPECIFICATIONS ARCHITECTURE A. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. High adhering to concrete surface to prevent lateral migration of water. UAE Title: DOCUMENT VOLUME 02. PART 2 – PRODUCTS 2. 1. but is not limited to: water penetration. horizontal. Thickness shall be 600 microns and shall exhibit the following physical properties: 2 Property 3 Result 4 Specific gravity 5 1.00 6 Solids content 7 60 to 65 % 8 Rubber content 9 10% Division 07 Section 071113 Page 4 of 6 Bituminous Damproofing . Warranty Period: 10 years from date of Substantial Completion. accessories. 2. General: Provide waterproofing materials recommended by manufacturer to be compatible with one another and able to develop bond to substrate under conditions of service and application. deterioration in membranes and coatings.6 mm in width. all or any part of the liquid applied system which fails or becomes defective in materials or workmanship within specified warranty period. flashings. sealants.1 MATERIALS A. and sloped substrates. High resistance to oxidation and embrittlement. coverings and other components of the work. 1. Warranty includes base flashings. Failure includes. Produce waterproofing materials suitable for application to vertical. 2. and other components of liquid applied system. as applicable. 2. 2. other than due to normal ageing and weathering. as demonstrated by waterproofing manufacturer based on testing and field experience. fixings. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. curing compounds. ridges. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer. b. concrete hardeners. curing compounds. recirculating. Remove material to provide a sound surface free of laitance. DUBAI. Remove fins. 3. oil. 4. Provide clean. aggregate pockets. areas. Examine substrates. Thickness and Application: a. Number of Coats: One for horizontal surfaces and three for vertical surfaces PART 3 – EXECUTION 3. Prime substrate unless otherwise instructed by waterproofing manufacturer. efflorescence. 2. 3. Mask off adjoining surfaces not receiving waterproofing to prevent spillage or overspray affecting other construction. and embed a joint reinforcing strip in the first preparation coat when recommended by waterproofing manufacturer. and conditions. 3. and other projections and fill honeycomb. Proceed with installation only after unsatisfactory conditions have been corrected.1 EXAMINATION 1.2 SURFACE PREPARATION 1. a. Apply waterproofing in two separate applications. Verify that substrate is visibly dry and free of moisture. Aggregate according to ASTM D 4259 with a self-contained. 4. paints. and dry substrate for waterproofing application.01 GENERAL SPECIFICATIONS ARCHITECTURE 10 Drying time 11 30 mins at 25 oC Over coating time 1 hour at 25 oC 3. blast cleaning apparatus. b. 2. bitumen. Test for capillary moisture by plastic sheet method according to ASTM D 4263. glaze. form-release agents. for compliance with requirements and other conditions affecting performance. Primer: Manufacturer’s Standard. and other penetrating contaminants or film-forming coatings from concrete. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine b. Remove remaining loose material and clean surfaces according to ASTM D 4258. dust-free. with Installer present. and other voids. UAE Title: DOCUMENT VOLUME 02.3 PREPARATION AT TERMINATIONS 1. in addition to the preparatory work. 3. Prepare vertical and horizontal surfaces at terminations through waterproofing and at expansion joints according to ASTM C 898 and manufacturer's written instructions. or form-release agents. a. Remove grease. Thickness: 600 microns minimum dry film thicknesses on horizontal and 200 microns/coat for vertical surfaces. Application: Method: brush or squeegee to horizontal and vertical surfaces. Division 07 Section 071113 Page 5 of 6 Bituminous Damproofing . c. Clean and prepare substrate according to manufacturer's written recommendations. m.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 JOINT AND CRACK TREATMENT 1. Install temporary containment assemblies. with an average dry film thickness of 600 microns at any point. b.5 WATERPROOFING APPLICATION 1. Observe flood testing and examine underside of decks and terminations for evidence of leaks during flood testing. Waterproofing Applications: Mix materials and apply waterproofing by brush or squeegee.3 sq. plug or dam drains. Prepare. Apply bond breaker between sealant and preparation strip. UAE Title: DOCUMENT VOLUME 02. Flood to an average depth of 64 mm with a minimum depth of 25 mm and not exceeding a depth of 100 mm. a.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Cure waterproofing according to manufacturer's written recommendations. Flood Testing: Flood test each deck area for leaks. END OF SECTION 071113 Division 07 Section 071113 Page 6 of 6 Bituminous Damproofing . repeat flood tests. a. 3. before coating surfaces. Comply with ASTM C 1193 for joint-sealant installation.7 CURING. according to recommendations in ASTM D 5957. Protect waterproofing from damage and wear during remainder of construction period. Maintain 50 mm of clearance from top of sheet flashings. Verify wet film thickness of waterproofing every 9. Flood each area for 48 hours. c. a. and fill joints and cracks in substrate according to ASTM C 898 and waterproofing manufacturer's written instructions. taking care to prevent contamination and damage during application stages and curing. Prepare an inspection report for each building and submit to the Engineer. repair leaks. after completing waterproofing but before overlaying construction is placed. 3. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. and make further repairs until waterproofing installation is watertight. Apply waterproofing according to manufacturer's written instructions. Apply one or more coats of waterproofing to obtain a seamless membrane free of entrapped gases. Do not permit foot or vehicular traffic on unprotected membrane. 3. PROTECTING AND CLEANING 1. Apply primer over prepared substrate. rout. 2.6 FIELD QUALITY CONTROL 1. DUBAI. Prime substrate and apply a single thickness of preparation strip extending a minimum of 75 mm along each side of joint. complying with ASTM D 4258. 2. and flood with potable water. 3. treat. c. After flood testing. 3. b. a. Remove dust and dirt from joints and cracks. 2. b. Apply waterproofing in two separate applications and embed a joint reinforcing strip in the first preparation coat. INFORMATIONAL SUBMITTALS………………………………………………………………. 2 2 3 4 5 3. REPAIR AND CLEANING……………………………………………………… 5 5 6 6 7 Division 07 Section 071326 Page 1 of 7 Self-Adhering Sheet Waterproofing ..0 1.. AUXILLARY MATERIALS…………………………………………………………………………. MOLDED SHEET DRAINAGE PANEL INSTALLATION………………………………………… INSULATION DRAINAGE PANEL INSULATION……………………………………………… PROTECTION.0 3. INLSULATION DRAINAGE PANELS……………………………………………………………..0 2... SUMMARY…………………………. UAE Title: DOCUMENT VOLUME 02.2 3..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071326 – SELF-ADHERING SHEET WATERPROOFING TABLE OF CONTENTS 1.5 1.1 3.3 1. WARRANTY……………………………………………………………………………………… 2 2 2 2 2 2 2 2.. ACTION SUBMITTALS.4 PRODUCTS……………………………………………………………………………………… MODIFIED BITUMINOUS SHEET WATERPROOFING……………………………………….. DUBAI. QUALITY ASSURANCE…………………………………………………………………………...1 2. MODIFIED BITUMINOUS SHEET WATERPROOFING APPLICATION……………………….1 1.3 2.6 GENERAL………………………………………………………………………………………. MOLDED-SHEET DRAINAGE PANELS………………………………………………………….2 2.4 1.………………………………………………….………………………………………………………………………. PREINSATALLATION MEETINGS……………………………………………………………….4 EXECUTION…………………………………………………………………………………….……….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 3.2 1.. inside and outside corners. DUBAI. WARRANTY Manufacturer's Warranty: Manufacturer's standard materials-only warranty in which manufacturer agrees to furnish replacement waterproofing material for waterproofing that does not comply with requirements or that fails to remain watertight within specified warranty period. SUMMARY Section includes self-adhering modified bituminous sheet waterproofing.4 mm) of rubberized asphalt laminated on one side to a 4-mil. 1.6 A.1 A. polyethylene-film reinforcement.PRODUCTS 2.1 A. QUALITY ASSURANCE Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by waterproofing manufacturer.10mm-) thick. ACTION SUBMITTALS Product Data: For each type of product. Warranty Period: Ten to Fifteen years from date of Substantial Completion. sheet flashings.GENERAL 1. UAE Title: DOCUMENT VOLUME 02. MODIFIED BITUMINOUS SHEET WATERPROOFING Modified Bituminous Sheet: Minimum 60-mil (1. and other termination conditions. Division 07 Section 071326 Page 2 of 7 Self-Adhering Sheet Waterproofing .5-mm) nominal thickness. B.5 A.2 A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071326 – SELF-ADHERING SHEET WATERPROOFING PART 1 . 1.(0. PART 2 . penetrations. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site 1. 1. tie-ins with adjoining waterproofing.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 A. INFORMATIONAL SUBMITTALS Sample warranties. self-adhering sheet consisting of 56 mils (1. formulated for application with primer or surface conditioner that complies with VOC limits of authorities having jurisdiction. Shop Drawings: Show locations and extent of waterproofing and details of substrate joints and cracks. 1. and with release liner on adhesive side .3 A. 1. 2. 1. Tensile Strength. ASTM D 5385. Water Method. 1. Products: Subject to compliance with requirements. UAE Title: DOCUMENT VOLUME 02. Sheet Strips: Self-adhering. g. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. ASTM D 412. b. Sheet Strips: Self-adhering. 3. m) maximum. Water Absorption: 0. Pliability: No cracks when bent 180 degrees over a 1-inch (25-mm) mandrel at minus 25 deg F (minus 32 deg C). ASTM E 154.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. modified. f. 4. DUBAI. Membrane: 250 psi (1.05 perms (2. ASTM E 96/E 96M.2 A. e.2 percent weight-gain maximum after 48-hour immersion at 70 deg F (21 deg C). Division 07 Section 071326 Page 3 of 7 Self-Adhering Sheet Waterproofing . Furnish liquid-type auxiliary materials that comply with VOC limits of authorities having jurisdiction. Die C. AUXILIARY MATERIALS General: Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 2. revise to suit Project. ASTM D 570. Crack Cycling: Unaffected after 100 cycles of 1/8-inch (3-mm) movement. Water Method. ASTM D 412. rubberized-asphalt strips of same material and thickness as sheet waterproofing. Physical Properties: a.7 MPa) minimum. Low-Temperature Flexibility: Pass at minus 20 deg F (minus 29 deg C). ASTM E 154.9 ng/Pa x s x sq. and with release liner on adhesive side. Water Vapor Permeance: 0. ASTM D 146. Ultimate Elongation: 300 percent minimum.5-mm) nominal thickness. self-adhering sheet consisting of rubberized-asphalt membrane with embedded fabric reinforcement. b. Puncture Resistance: 40 lbf (180 N) [100 lbf (445 N) minimum. ASTM C 836. h. reinforced. rubberized-asphalt strips of same material and thickness as sheet waterproofing. m) maximum. Modified Bituminous Sheet. Hydrostatic-Head Resistance: 200 feet (60 m) minimum.05 perms (2. Water Vapor Permeance: 0. Puncture Resistance: 40 lbf (180 N) minimum. ASTM D 1970.9 ng/Pa x s x sq. c. Die C. Physical Properties: a. Fabric Reinforced: Minimum 60-mil (1. ASTM E 96/E 96M. c. B. modified. d. Products: Subject to compliance with requirements. 3. Verify that products retained in subparagraphs above comply with requirements in "Physical Properties" Subparagraph below. Molded-Sheet Drainage Panel: Composite subsurface drainage panel consisting of a studded. of trowel grade or low viscosity. D. waterborne surface conditioner recommended for substrate by sheet-waterproofing material manufacturer. ft.6 percent per ASTM C 272. MOLDED-SHEET DRAINAGE PANELS Molded-Sheet Drainage Panel: Comply with Section 334600 "Subdrainage. 1. cold fluid applied. C. G. semirigid sheets of fiberglass or mineral-reinforcedasphaltic core.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Products: Subject to compliance with requirements. Substrate Patching Membrane: Low-viscosity. approximately 1 by 1/8 inch (25 by 3 mm) thick. modified asphalt coating. 0. H. Metal Termination Bars: Aluminum bars. Division 07 Section 071326 Page 4 of 7 Self-Adhering Sheet Waterproofing . J. predrilled at 9-inch (229-mm) centers. molded-plastic-sheet drainage core. ASTM C 578.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Type I. Liquid Membrane: Elastomeric. with compressive strength of not less than 8 psi (55 kPa) per ASTM D 1621. Type X. UAE Title: DOCUMENT VOLUME 02. 2. and maximum water absorption by volume of 0. E. pressure laminated between two asphalt-saturated fibrous liners and as follows: 1. 1/4 inch (6 mm). B. two-component. two-component liquid. DUBAI. and with a vertical flow rate of 9 to 15 gpm per ft. Thickness: 1/8 inch (3 mm) nominal. with a nonwoven.21-mm) sieve laminated to one side of the core and a polymeric film bonded to the other side. Primer: Liquid waterborne or solvent-borne primer recommended for substrate by sheetwaterproofing material manufacturer . Protection Course: Molded-polystyrene board insulation. m) minimum density.3 A. I. Adhesive: Rubber-based solvent type recommended by waterproofing manufacturer for protection course type. nominal thickness 1/4 inch (6 mm). F. 1/2 inch (13 mm) thick. ASTM C 578. per m). (15-kg/cu. nominal. 3. (112 to 188 L/min. nominal. Protection Course: ASTM D 6506. Protection Course: Fan folded. nonbiodegradable. 1-inch (25-mm) minimum thickness. Protection Course: Extruded-polystyrene board insulation. 2. needle-punched geotextile facing with an apparent opening size not exceeding No. with a core of extruded-polystyrene board insulation faced on both sides with plastic film.90-lb/cu. for vertical applications. Thickness: 1/8 inch (3 mm). elsewhere." Nonwoven-Geotextile-Faced. unfaced. 70 (0. Surface Conditioner: Liquid. EXECUTION 3. c. molded-plastic-sheet drainage core. and with a horizontal flow rate not less than 2. Unfaced Plaza-Deck Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578. 25-psi (173-kPa) minimum compressive strength. UAE Title: DOCUMENT VOLUME 02. the following: a. or tongue-andgroove edges and with one side having ribbed drainage channels. 25-psi (173-kPa)] [or] [Type VI. fabricated with shiplapped. Molded-Sheet Drainage Panel: Composite subsurface drainage panels consisting of a studded. unfaced. per m). provide the following provide one of the following available products that may be incorporated into the Work include. but are not limited to. <Insert manufacturer's name. DUBAI. 40-psi (276-kPa) or Type VII. fabricated with tongue-and-groove edges and with one side having grooved drainage channels faced with manufacturer's standard. 1. C. Division 07 Section 071326 Page 5 of 7 Self-Adhering Sheet Waterproofing . Type VI. b. (35 L/min. with a woven-geotextile facing with an apparent opening size not exceeding No. Wall-Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578. nonbiodegradable. fabricated with shiplap or channel edges and with one side having grooved drainage channels. product name or designation>. 40-psi (276-kPa)] minimum compressive strength. Geotextile-Faced. 40-psi (276-kPa)] [or] [Type VII. Woven-Geotextile-Faced. Dow Chemical Company (The). 2. 1. nonwoven geotextile filter fabric.4 A. [Type VI.1 A. 40 (0. MODIFIED BITUMINOUS SHEET-WATERPROOFING APPLICATION Prepare surfaces and install modified bituminous sheets according to waterproofing manufacturer's written instructions and recommendations in ASTM D 6135. Type IV.01 GENERAL SPECIFICATIONS ARCHITECTURE C. D. CertiFoam 25 SL [CertiFoam 40 (with channel edges). PART 3 . 60-psi (414-kPa)] minimum compressive strength. DiversiFoam Products.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. channel. B. Plaza-Deck Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578. STYROFOAM Brand PERIMATE Insulation Styrofoam Perimate. 60-psi (414-kPa) minimum compressive strength. Geotextile-Faced. unfaced. [Type IV. fabricated with tongue-and-groove edges and with one side having grooved drainage channels faced with nonwoven geotextile filter fabric.8 gpm per ft. Products: Subject to compliance with requirements.425-mm) sieve laminated to one side of the core and a polymeric film bonded to the other side. Products: Subject to compliance with requirements INSULATION DRAINAGE PANELS Unfaced Wall-Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578. Horizontal Application: Apply sheets from low to high points of decks to ensure that laps shed water. Ensure that drainage channels are aligned and free of obstructions. construction. Use adhesives or other methods that do not penetrate waterproofing. Apply primer to substrates at required rate and allow it to dry. Seal edges of sheet-waterproofing terminations with mastic. install self-adhering. and stagger end laps to ensure watertight installation. UAE Title: DOCUMENT VOLUME 02. Lap edges and ends of geotextile to maintain continuity. voids. H. Limit priming to areas that will be covered by sheet waterproofing in same day. D. Install sheet-waterproofing and auxiliary materials to tie into adjacent waterproofing. 1. I.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. F. DUBAI. Overlap and seal seams. with geotextile facing away from wall or deck substrate. B.2 A. When ambient and substrate temperatures range between 25 and 40 deg F (minus 4 and plus 5 deg C). modified bituminous sheets produced for lowtemperature application. MOLDED-SHEET DRAINAGE-PANEL INSTALLATION Place and secure molded-sheet drainage panels. according to manufacturer's written instructions. 3. cut and fit to within 3/4 inch (19 mm) of projections and penetrations.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Repair tears. 3. Insulation drainage panels may be used in place of a separate protection course to vertical applications when approved by waterproofing manufacturer and installed immediately. and contraction joints. For vertical applications.3 A. G. and lapped seams in waterproofing not complying with requirements. Apply and firmly adhere sheets over area to receive waterproofing. bridging substrate cracks. Do not use low-temperature sheets if ambient or substrate temperature is higher than 60 deg F (16 deg C). Accurately align sheets and maintain uniform 2-1/2-inch. Reprime areas exposed for more than 24 hours. 1. E. Protect installed molded-sheet drainage panels during subsequent construction. Patch with sheet waterproofing extending 6 inches (150 mm) beyond repaired areas in all directions. INSULATION DRAINAGE-PANEL INSTALLATION Install insulation drainage panels over waterproofed surfaces.(64-mm-) minimum lap widths and end laps. 1. Slit and flatten fishmouths and blisters. install protection course before installing drainage panels. C. Division 07 Section 071326 Page 6 of 7 Self-Adhering Sheet Waterproofing . Immediately install protection course with butted joints over waterproofing membrane. Apply continuous sheets over already-installed sheet strips. reapply waterproofing. END OF SECTION 071326 Division 07 Section 071326 Page 7 of 7 Self-Adhering Sheet Waterproofing . On horizontal surfaces. Provide temporary coverings where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. UAE Title: DOCUMENT VOLUME 02.4 A. On vertical surfaces. repair substrates. and repair sheet flashings. Stagger end joints and tightly abut insulation units. physical abuse. Correct deficiencies in or remove waterproofing that does not comply with requirements. D. D. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. 3. harmful weather exposures. loosely lay insulation drainage panels according to manufacturer's written instructions. C. PROTECTION. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. REPAIR AND CLEANING Do not permit foot or vehicular traffic on unprotected membrane. Protect installed insulation drainage panels from damage due to UV light. B. set insulation drainage panels in adhesive or tape applied according to manufacturer's written instructions. and other causes.01 GENERAL SPECIFICATIONS ARCHITECTURE C. .……………….6 EXECUTION……………………………………………………………………………………..0 3..……………………..……………….……………….0 1.……………….……………….. SUMMARY……………. AUXILLARY MATERIALS….……………………………………………………………….…………… JOINT AND CRACK TREATMENT…..……………….………………..………. PROTECTION AND CLEANING…. PREPARATION AT TERMINATIONS AND PENETRATIONS…...……………….………………....………………. SURFACE PREPARATION…. CURING.………………. 4 4 5 5 5 6 6 Division 07 Section 071416 Page 1 of 7 Cold Fluid Applied Waterproofing ....4 1.5 3.………………… DELIVERY.………………..1 2.. EXAMINATION…. DUBAI.2 2.………………....……………….……………….……………….………………. SUBMITTALS…………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.……………….……………….……………….……………………………...………………………………………………….……………………… WATERPROOFING APPLICATION….……………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071416 – COLD FLUID-APPLIED WATERPROOFING TABLE OF CONTENTS 1... PROJECT CONDITION….……………….3 PRODUCTS……………………………………………………………………………………… TWO COMPONENTS POLYURETHANE WATERPROOFING…....………………......6 1. RELATED DOCUMENTS.……………….2 3..………………..……………………………………………………………………….. 2 2 2 2 3 3 3 4 2.1 1. STORAGE AND HANDLING….……………….0 2.……………….. UAE Title: DOCUMENT VOLUME 02.………………..………..…………….………………… PROTECTION COURSE…...………………… 4 4 4 4 3....………………..……………….………….5 1.……………….……………….4 3...1 3..………………… WARRANTY…..3 1. QUALITY ASSURANCE….....………………..…………………………....7 GENERAL………………………………………………………………………………………...3 3.2 1. Division 07 Section "Joint Sealants" for joint-sealant materials and installation. preparing. 1. sections. profiles.COLD FLUID-APPLIED WATERPROOFING Areas of Application Toilets Kitchen Area Garbage Rooms BOH Rooms PART 1 . Shop Drawings: Show locations and extent of waterproofing. UAE Title: DOCUMENT VOLUME 02. Samples: For the following products: 1. and other termination conditions. tie-ins with adjoining waterproofing. SUBMITTALS Product Data: For each type of product indicated. sheet flashings. sizes. inside and outside corners. 1.1 A. 1. Include details for substrate joints and cracks. apply to this Section. SUMMARY Section Includes: 1.2 A. and joint details of pedestal-supported concrete pavers. penetrations. RELATED DOCUMENTS Drawings and general provisions of the Contract. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Include manufacturer's written instructions for evaluating. and tested physical and performance properties of waterproofing. B.GENERAL 1. including General and Supplementary Conditions and Division 01 Specification Sections. 250 by 200 mm. D. Division 07 Section 071416 Page 2 of 7 Cold Fluid Applied Waterproofing . and treating substrate. C. Include setting drawings showing layout. Membrane-reinforcing fabric. technical data. Related Section: 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071416 .3 A. Qualification Data: For Installer. Two-component polyurethane waterproofing. B. Preinstallation Conference: Conduct conference at Project site. Mockups: Before beginning installation. labeled with manufacturer's name. minimum curing period. Protect stored materials from direct sunlight. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. D. 2. and protection and repairs. crack and joint treatment. dry. protected location and within the temperature range required by waterproofing manufacturer. If Architect determines mockups do not comply with requirements. when relative humidity exceeds 85 percent. or when temperatures are less than 3 deg C above dew point. DELIVERY. 1. install waterproofing to 10 sq. installation procedures. corner treatment. C. PROJECT CONDITIONS Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. product brand name and type.4 A. Warranty: Sample of special warranty. UAE Title: DOCUMENT VOLUME 02. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. C. shelf life. m of deck to demonstrate surface preparation.5 A. 1. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 07 Section 071416 Page 3 of 7 Cold Fluid Applied Waterproofing . F. Store liquid materials in their original undamaged containers in a clean. special details and flashings. B.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Remove and replace liquid materials that cannot be applied within their stated shelf life. texture. and directions for storing and mixing with other components. date of manufacture. and execution quality. Field quality-control reports.6 A. QUALITY ASSURANCE Installer Qualifications: A firm that is acceptable to waterproofing manufacturer for installation of waterproofing required for this Project. Review waterproofing requirements including surface preparation. 3. B. 1. Do not apply waterproofing to a damp or wet substrate. reapply waterproofing until mockups are approved. 1. 1. thickness. testing and inspection procedures. STORAGE AND HANDLING Deliver liquid materials to Project site in original containers with seals unbroken. forecasted weather conditions. substrate condition and pretreatment. 1. Joint Sealant: Single component polyurethane sealant. D.1 A.EXECUTION 3.2 A. B. Modified Polyurethane Waterproofing: Comply with ASTM C 836 and with manufacturer's written physical requirements. PROTECTION COURSE Protection Course: Proprietary bitumen based protection board 6mm thick. AUXILIARY MATERIALS General: Provide auxiliary materials recommended by manufacturer to be compatible with one another and with waterproofing. Primer: As Manufacturer's recommendations. areas. for compliance with requirements and other conditions affecting performance. 1. fog or mist.1 A. and conditions. 2.7 A. signed by Installer. Division 07 Section 071416 Page 4 of 7 Cold Fluid Applied Waterproofing . with Installer present. TWO-COMPONENT POLYURETHANE WATERPROOFING Two-Component. as demonstrated by waterproofing manufacturer. PART 3 . Do not apply waterproofing in snow. UAE Title: DOCUMENT VOLUME 02. Maintain adequate ventilation during application and curing of waterproofing materials. rain. based on testing and field experience. C. or when such weather conditions are imminent during application and curing period. covering Work of this Section. DUBAI. 2. B.PRODUCTS 2.3 A. compatible with waterproofing as recommended by manufacturer for substrate and joint conditions. PART 2 . for warranty period of 10 years. EXAMINATION Examine substrates.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Joint Reinforcing Strip: Woven glass fibre mesh as Manufacturer's recommendations.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. E. Backer Rod: Closed-cell polyethylene foam. Protection Course: Proprietary twin wall extruded polypropylene protection board 4mm thick. Membrane-Reinforcing Fabric: Woven glass fibre mesh as Manufacturer's recommendations. B. WARRANTY Special Installer's Warranty: Specified form. and sleeves according to ASTM C 898. glaze. Mask off adjoining surfaces not receiving waterproofing to prevent spillage or overspray affecting other construction. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer. PREPARATION AT TERMINATIONS AND PENETRATIONS Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at expansion joints. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Remove material to provide a sound surface free of laitance. and other penetrating contaminants or film-forming coatings from concrete. Prime substrate unless otherwise instructed by waterproofing manufacturer. 3. rout. ASTM C 1471 and manufacturer's written instructions. or form-release agents. 3. blastcleaning apparatus.2 A. D. Verify that substrate is visibly dry and free of moisture. drains. and other voids. and dry substrate for waterproofing application. dust-free. Provide clean. Remove grease. 2. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. ASTM C 1471 and waterproofing manufacturer's written instructions. Apply waterproofing in two separate applications. form-release agents. 3. Test for capillary moisture by plastic sheet method according to ASTM D 4263. concrete hardeners. B. Division 07 Section 071416 Page 5 of 7 Cold Fluid Applied Waterproofing . Provide sealant cants around penetrations and at inside corners of deck-to-wall butt joints when recommended by waterproofing manufacturer. C. ridges.4 A. Remove remaining loose material and clean surfaces according to ASTM D 4258. curing compounds. oil. aggregate pockets. paints. 1. DUBAI. Proceed with installation only after unsatisfactory conditions have been corrected. E. C. B. and other projections and fill honeycomb. bitumen. acid residues. complying with ASTM D 4258. curing compounds. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine aggregate according to ASTM D 4259 with a self-contained. Remove fins. and fill joints and cracks in substrate according to ASTM C 898.3 A. efflorescence. SURFACE PREPARATION Clean and prepare substrate according to manufacturer's written recommendations. and embed a joint reinforcing strip in the first preparation coat when recommended by waterproofing manufacturer. recirculating. JOINT AND CRACK TREATMENT Prepare. Remove dust and dirt from joints and cracks. before coating surfaces. treat. 3. UAE Title: DOCUMENT VOLUME 02. Prime substrate and apply a single thickness of preparation strip extending a minimum of 75 mm along each side of joint. Verify wet film thickness of waterproofing every F. Apply one or more coats of waterproofing to obtain a seamless membrane free of entrapped gases. Do not permit foot or vehicular traffic on unprotected membrane.3 mm at any point. Apply reinforced waterproofing to prepared wall terminations and vertical surfaces. 2. trowel. Verify wet film thickness of waterproofing every 10 sq. WATERPROOFING APPLICATION Apply waterproofing according to ASTM C 898. roller. Apply waterproofing to prepared wall terminations and vertical surfaces.5 A. notched squeegee.8 mm. Apply primer over prepared substrate. 3. 3. DUBAI. Reinforced Waterproofing Applications: Mix materials and apply waterproofing by roller. Install protection course with butted joints over nominally cured membrane before starting subsequent construction operations. Apply waterproofing in two separate applications and embed a joint reinforcing strip in the first preparation coat. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. CURING. 3. Start installing waterproofing in presence of manufacturer's technical representative. Division 07 Section 071416 Page 6 of 7 Cold Fluid Applied Waterproofing . 2. Comply with ASTM C 1193 for joint-sealant installation.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. taking care to prevent contamination and damage during application stages and curing. 1. C. trowel. 3. PROTECTION AND CLEANING Cure waterproofing according to manufacturer's written recommendations. with an average dry film total thickness of 1. ASTM C 1471 and manufacturer's written instructions. Apply bond breaker between sealant and preparation strip. m or as indicated by the Supervising Engineer. 3. Unreinforced Waterproofing Applications: Mix materials and apply waterproofing by spray. Protect waterproofing from damage and wear during remainder of construction period. UAE Title: DOCUMENT VOLUME 02. or other application method suitable to slope of substrate.6 A. 1. and apply second coat of waterproofing to completely saturate reinforcing fabric and to obtain a seamless reinforced membrane free of entrapped gases. B. with an average dry film thickness of 1. embed membrane-reinforcing fabric. or other suitable application method. 2. 1. E.5 mm and a minimum dry film thickness of 1. Apply first coat of waterproofing. B. notched squeegee. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE C. END OF SECTION 071416 Division 07 Section 071416 Page 7 of 7 Cold Fluid Applied Waterproofing .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. DUBAI. 7 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..………………..1 2....2 1. UAE Title: DOCUMENT VOLUME 02.………………....……………….……………….……………………………………………………………………….………………… PAVEMENT MARKINGS………………………………………………………………………… 5 5 5 6 6 3...………………... PREPARATION…………….……………….………………. TERMINATIONS AND PENETRATIONS….....……………….0 1. FIELD QUALITY CONTROL……………………………………………………………………… PROTECTING AND CLEANING……………………………………………………………….…………….………………...6 1. 6 6 7 7 7 7 8 8 8 Division 01 Section 071800 Page 1 of 8 Traffic Coatings for Exposed Decks .4 PRODUCTS……………………………………………………………………………………… MATERIALS……………………………………………………….………...4 3.………………....3 3..………………… DELIVERY.……………….………….……………………… TRAFFIC COATING APPLICATION…..……………….3 1.……………….………………. DUBAI.1 1.0 2.……………….. RELATED DOCUMENTS..………………..2 2. 2 2 2 2 3 4 4 4 2....………………………………………………………………. EXAMINATION….4 1.……………….. SUMMARY……………. STORAGE AND HANDLING….6 3....…………………….………………..………………....………………… MISCELLANEOUS MATERIALS….2 3...3 2.……………….….………………....………..5 1.1 3. PROJECT CONDITIONS.………………..……………….…………………………………………………...7 GENERAL……………………………………………………………………………………….……….………………..………………… WARRANTY….5 3..….………………………………… JOINT AND CRACK TREATMENT…..……………….………………...……………….………………. TRAFFIC COATING….….8 EXECUTION…………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071800 – TRAFFIC COATINGS FOR EXPOSED DECKS TABLE OF CONTENTS 1...0 3.……………………………..………………..……………….………………... PAVEMENT MARKING……………………. QUALITY ASSURANCE…... SUBMITTALS……………………...……………….…………………………. Related Sections include the following: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using SmallScale Environmental Chambers. including General and Supplementary Conditions and Division 01 Specification Sections. SUMMARY This Section includes traffic coatings for the following applications: 1. UAE Title: DOCUMENT VOLUME 02. Product Test Reports for Credit SS 7. 1. documentation indicating compliance with Solar Reflectance Index requirement. Product Data for Credit IEQ 4. Laboratory Test Reports for Credit IEQ 4: For interior traffic coatings and pavementmarking paints.GENERAL 1. Division 05 Section "Steel Decking" for permanent metal forms for concrete substrates.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071800 – TRAFFIC COATINGS FOR EXPOSED DECKS PART 1 .1 A. 4. flashings. 3. B. Vehicular traffic. 2.2 A. DUBAI. 3.2: For interior field-applied traffic coatings and pavement-marking paints. documentation including printed statement of VOC content. apply to this Section. SUBMITTALS Product Data: For each product indicated. C." Shop Drawings: Show extent of each traffic coating. 2.3 A. Division 09 Section "Resinous Flooring" for general-use commercial. 1.2: For traffic coatings that are roof coverings. LEED Submittals: 1. B. 5. and other termination conditions. deck penetrations. Division 01 Section 071800 Page 2 of 8 Traffic Coatings for Exposed Decks . Include details for treating substrate joints and cracks. RELATED DOCUMENTS Drawings and general provisions of the Contract. 2. Division 07 Section "Expansion Control" for expansion and seismic joints in surfaces to receive traffic coatings. Division 03 Section "Concrete Topping" for traffic-bearing toppings applied over base slabs or precast concrete units. high-performance resinous floorings. Pavement markings. Division 03 Section "Cast-in-Place Concrete" for concrete substrates. Include recommendations for periodic inspections. Material Certificates: For each traffic coating. prepared on rigid backing and of same thickness and material indicated for the Work. QUALITY ASSURANCE Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of traffic coatings required for this Project. Remove and reapply mockups until they are approved by Architect. from traffic coating manufacturer. F. Samples for Verification: For each type of traffic coating required. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. signed by manufacturers. including primers. G. Material Test Reports: For each traffic coating. Identify substrates and types of traffic coatings applied. Obtain traffic coatings from a single manufacturer. Indicate layout of pavement markings.4 A. and standard of workmanship. texture. joint and crack treatment. Obtain primary traffic coating materials. color. Qualification Data: For Installer. m of each substrate to demonstrate surface preparation. C. care. Provide stepped Samples on backing large enough to illustrate buildup of traffic coatings. 1. and repair of traffic coatings. Maintenance Data: For traffic coatings to include in maintenance manuals. Architect will select one representative surface for each traffic coating and each substrate to receive traffic coatings. Source Limitations: 1. 2. I. Warranty: Special warranty specified in this Section." Division 01 Section 071800 Page 3 of 8 Traffic Coatings for Exposed Decks . J. and substrate repair materials of type and from source recommended in writing by primary material manufacturer. 2. 3. E. Obtain secondary materials including aggregates. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination. DUBAI. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. cleaning. Mockups: Apply mockups to set quality standards for materials and execution.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. UAE Title: DOCUMENT VOLUME 02. 1. D. B. joint sealants. sheet flashings. H. Samples for Initial Selection: For each type of finish indicated. 1. maintenance. Apply each coating to at least 20 sq. thickness. 1. 1. Date of manufacture and shelf life. Owner. or when such weather conditions are imminent during the application and curing period. vandalism.6 mm in width. Architect. Surface crazing or spalling. failure of prepared and treated substrate.7 A. and truck traffic. maintain environmental conditions within range recommended in writing by manufacturer. manufacturer's technical representative. Abrasion or tearing failures. 1. c. In storage areas. DELIVERY. 5. B. fire. Directions for storage. meet with representatives of authorities having jurisdiction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. Page 4 of 8 Traffic Coatings for Exposed Decks . Before installing traffic coatings. Recommended substrate temperatures are in the range of +12 deg C to +35 deg C. dry location protected from exposure to direct sunlight. independent testing agency. or abuse by maintenance equipment. b. Notify participants at least seven days before conference. 1. STORAGE AND HANDLING Deliver materials in original packages and containers with seals unbroken and bearing manufacturer's labels showing the following information: 1. PROJECT CONDITIONS Environmental Limitations: Apply traffic coatings within the range of ambient and substrate temperatures recommended in writing by manufacturer.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Do not install traffic coating until items that will penetrate membrane have been installed. Deterioration of traffic coatings includes the following: a. Store materials in a clean. UAE Title: DOCUMENT VOLUME 02. consultants. 4. formation of new substrate cracks exceeding 1. 2.5 A. Do not apply traffic coatings to damp or wet substrates. Lot or batch number. Color. and other concerned entities. Review requirements for traffic coatings. Type of material. B. 7. Warranty does not include deterioration or failure of traffic coating due to unusual weather phenomena. Do not apply traffic coatings in high humidity conditions (exceeding 85%). 6. 1. 3. Mixing and application instructions. Manufacturer's brand name.6 A. Division 01 Section 071800 Adhesive or cohesive failures. WARRANTY Special Warranty: Manufacturer's standard form in which traffic coating manufacturer agrees to repair or replace traffic coatings that deteriorate during the specified warranty period. salt. Fire Resistance B2 B.6kg/m2. Division 01 Section 071800 Page 5 of 8 Traffic Coatings for Exposed Decks . deicer chemicals. C. Intermediate Coat: Single-component. Color: As selected by Architect from manufacturer's full range Component Coat Consumption: As recommended by manufacturer for substrate and service conditions indicated. Intrusion of water.01 GENERAL SPECIFICATIONS ARCHITECTURE d. B. Primer: 0. Crack Bridging ( To ASTM C 836) Tested for Dynamic Crack bridging 6.1 A. Material: Epoxy primer with Polyurethane base and topcoats. base.3kg/m2 depending on surface texture and porosity. grease. liquid polyurethane elastomer with UV inhibitors. 2.PRODUCTS 2. and topcoats. or acids into deck substrate. oils. intermediate. liquid polyurethane elastomer.2 A. Primer and Base Coats: Primer is multi component epoxy. Skid resistance ( TRL Test to BS 7976-2:2002) >95 5. as demonstrated by manufacturer based on testing and field experience. products that may be incorporated into the Work include.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. TRAFFIC COATING Available Products: Subject to compliance with requirements. 2. liquid polyurethane elastomeric membrane. but are not limited to. but not less than the following (measured excluding aggregate): 1.5N/sqm 7. Warranty Period 10 years from date of Substantial Completion. Primer: Manufacturer's standard factory-formulated primer recommended for substrate and conditions indicated. E. D. Material Compatibility: Provide primers. Shore A Hardness 80 3. Tensile Strength <4. 2. Elongation DIN 53504 100% 2. Topcoat: Single-component. Base Coat is multi-component. 1. Taber abration DIN 51963 17mg 4. MATERIALS Traffic Coatings: Complying with ASTM C 957.15-0. DUBAI. 1. and miscellaneous materials that are compatible with one another and with substrate under conditions of service and application. Wearing aggregate: SRA Aggregate total of 1. gasoline. PART 2 . the following: 1. F. UAE Title: DOCUMENT VOLUME 02. Reinforcing Strip: Fiberglass mesh recommended in writing by traffic coating manufacturer. 1. For the record. Base: Elastomeric waterproofing membrane not less than 0.9 mm.6 kg/m2. show locations of each on Drawings if more than one color is required. Verify compatibility with and suitability of substrates.1 A. G. 1. with Installer present. after unsatisfactory conditions have been corrected. PART 3 . 5. 4. 3. but not less than the following: a.35kg/m2 minimum Topcoat: 0. Color: Standard colour as per manufacturers colour chart. wear enhancer and to provide skid resistance.EXECUTION 3. EXAMINATION Examine substrates. 2.4kg/m2 per coat (2 coats minimum) Aggregate: Mastertop SRA No. C. DUBAI.4 A. b. Adhesive: Contact adhesive recommended in writing by traffic coating manufacturer. for compliance with requirements and for other conditions affecting performance of traffic coatings.01 GENERAL SPECIFICATIONS ARCHITECTURE 3.3 graded high quality quartz aggregate with a particle size in the range of 0. PAVEMENT MARKINGS Pavement-Marking Paint: Mastertop TC 44 LM based on a mixture of modified Alkyd resin and chlorinated rubber. Begin coating application only after minimum concrete curing and drying period recommended by traffic coating manufacturer has passed. a. Base:1. listing conditions detrimental to performance. Intermediate: 0. Select colors from options in first subparagraph below.3-0.0kg/m2 MISCELLANEOUS MATERIALS Joint Sealants: As specified in Division 07 Section "Joint Sealants. 2.3 A. UAE Title: DOCUMENT VOLUME 02. 2." B.5kg/m2 and suffice enough to provide the required crack bridging properties. and after surfaces are dry. It is used as a multi-function mechanical key.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. endorsed by Installer. Spreading Rate: As recommended by manufacturer for substrate and service conditions indicated. Division 01 Section 071800 Page 6 of 8 Traffic Coatings for Exposed Decks . Primer Coat: 0. prepare written report. B. 3. Provide sealant cants at penetrations and at reinforced and non-reinforced. formrelease agents.4 A. 3.5 Comply with recommendations in ASTM C 1193 for joint-sealant installation. paints.3 A. rout. Concrete Substrates: Using a Captive Blasting Machine. glaze. concrete hardeners. drains. efflorescence. B. oil.2 A. PREPARATION Clean and prepare substrates according to ASTM C 1127 and manufacturer's written recommendations to produce clean. and clean surfaces according to ASTM D 4258. and sleeves according to ASTM C 1127 and manufacturer's written recommendations. Test for moisture content by measuring with an electronic moisture meter. Test for moisture vapor transmission by plastic sheet method according to ASTM D 4263. and migration of coatings. dust-free.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Before coating surfaces. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. 3. Remove remaining loose material to provide a sound surface. 2. 3. 4. UAE Title: DOCUMENT VOLUME 02. Terminate edges of deck-to-deck expansion joints with preparatory base-coat strip. DUBAI. JOINT AND CRACK TREATMENT Prepare. and other deck substrate penetrations to prevent spillage. curing compounds. leaking. dry substrate for traffic coating application. Mask adjoining surfaces not receiving traffic coatings. and other incompatible materials that might affect coating adhesion. deck-to-wall butt joints. mechanically prepare concrete surfaces to a uniform profile according to ASTM D 4259. TRAFFIC COATING APPLICATION Division 01 Section 071800 Page 7 of 8 Traffic Coatings for Exposed Decks . C. deck drains. Application of coating indicates acceptance of surfaces and conditions. Verify that substrates are visibly dry and free of moisture using either of the following options: a. 5. 3. ridges. Remove grease. Remove concrete fins. b. and other penetrating contaminants from concrete. treat. Do not acid etch. remove dust and dirt from joints and cracks according to ASTM D 4258. and fill joints and cracks in substrates according to ASTM C 1127 and manufacturer's written recommendations. TERMINATIONS AND PENETRATIONS Prepare vertical and horizontal surfaces at terminations and penetrations through traffic coatings and at expansion joints. Remove laitance. 1. B. and other projections. C. FIELD QUALITY CONTROL Final Traffic Coating Inspection: Arrange for traffic coating manufacturer's technical personnel to inspect membrane installation on completion. UAE Title: DOCUMENT VOLUME 02.1mm). at Contractor's expense. B.01 GENERAL SPECIFICATIONS ARCHITECTURE A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. Start traffic coating application in presence of manufacturer's technical representative. contamination and damage during application and curing stages. Cure traffic coatings according to manufacturer's written recommendations. 2. 1. Verify that wet film thickness of each component coat complies with requirements of the Manufacturers recommendations (random sampling). C. PROTECTING AND CLEANING Protect traffic coatings from damage and wear during remainder of construction period. Clean spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. and omit aggregate on vertical surfaces. Apply traffic coating material according to ASTM C 1127 and manufacturer's written recommendations. B. will be performed to determine compliance of replaced or additional work with specified requirements. Prevent 3.6 A.8 A. PAVEMENT MARKINGS Do not apply traffic paint for striping and other markings until traffic coating has cured according to manufacturer's written recommendations. 3.7 A. Additional testing and inspecting. DUBAI. B. 3. Apply traffic paint for striping and other markings with mechanical equipment to produce uniform straight edges. B. Apply at manufacturer's recommended rates for a minimum dry film thickness of 100 microns (0. END OF SECTION 071800 Division 01 Section 071800 Page 8 of 8 Traffic Coatings for Exposed Decks . Notify Architect or Owner 48 hours in advance of date and time of inspection. Apply traffic coatings to prepared wall terminations and vertical surfaces to height indicated. EXAMINATION…..0 1.……………………………………………………………………….. APPLICATION……………………………....0 3....……………….……….……………….……………….1 3...………………………………… CLEANING……………………….……………….4 EXECUTION……………………………………………………………………………………. INFORMATIONAL SUBMITTALS…………………….1 1.………………..………………..3 3.………………..………………..3 1. SUMMARY……………..…..………………...………………………………………… QUALITY ASSURANCE…..…..2 1.2 3.………………… 2 2 2 2 2 2.0 2. UAE Title: DOCUMENT VOLUME 02.…………………………...……………….……………………… 3 3 3 4 4 Division 07 Section 071900 Page 1 of 4 Water Repellents .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.........…. PREPARATION…………….………………. ACTION SUBMITTALS.4 GENERAL………………………………………………………………………………………..1 PRODUCTS……………………………………………………………………………………… PENETRATING WATER REPELLENTS.……………….………………. DUBAI. 2 2 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071900 – WATER REPELLENTS TABLE OF CONTENTS 1.………………....……………………………………………………………………….…………………………. and with 600 g/L or less of VOCs. 5. water. Cast stone. PENETRATING WATER REPELLENTS Silane. with alcohol. DUBAI. C. Silane. or other proprietary solvent carrier. 3. mineral spirits. Cast-in-place concrete.1 A. water. containing 10 percent or more solids of oligomerous alkylalkoxysiloxanes. 6. ethanol. ACTION SUBMITTALS Product Data: For each type of product indicated. UAE Title: DOCUMENT VOLUME 02. Division 07 Section 071900 Page 2 of 4 Water Repellents . 1. mineral spirits. Concrete unit masonry. water. or other proprietary solvent carrier.2 A. or other proprietary solvent carrier. and with 400 g/L or less of VOCs.3 A. QUALITY ASSURANCE Preinstallation Conference: Conduct conference at Project site PART 2 .01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 071900 – WATER REPELLENTS PART 1 .1 A. Penetrating Water Repellent: Clear. 1. Precast concrete. Penetrating Water Repellent: Clear.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Samples: For each type of water repellent and substrate indicated. 4. 2. Penetrating Water Repellent: Clear. 1. and with 400 g/L or less of VOCs.4 A. Natural stone. SUMMARY Section includes penetrating water-repellent treatments for the following vertical and horizontal surfaces: 1. mineral spirits. Siloxane. with alcohol. containing 20 percent or more solids of alkyltrialkoxysilanes.PRODUCTS 2. B. Portland cement plaster (stucco). INFORMATIONAL SUBMITTALS Product certificates. containing 20 percent or more solids of alkyltrialkoxysilanes.GENERAL 1. with alcohol. B. 3. PART 3 . B. Penetrating Water Repellent: Clear. Verify that surfaces are clean and dry according to water-repellent manufacturer's requirements. with alcohol. F.2 A. or other proprietary solvent carrier. Silane/Siloxane-Blend. Test pH level according to water-repellent manufacturer's written instructions to ensure chemical bond to silica-containing or siliceous minerals. and with 600 g/L or less of VOCs.EXECUTION 3. 1. 3. Inspect for previously applied treatments that may inhibit penetration or performance of water repellents. and dry before applying water repellent. Verify that required repairs are complete. PREPARATION Cleaning: Before application of water repellent. containing 10 percent or more solids of oligomerous alkylalkoxysiloxanes. EXAMINATION Examine substrates.01 GENERAL SPECIFICATIONS ARCHITECTURE D. E. water. Water-repellent work may precede sealant application only if sealant adhesion and compatibility have been tested and verified using substrate. for compliance with requirements and conditions affecting performance of the Work. Verify that there is no efflorescence or other removable residues that would be trapped beneath the application of water repellent. 2. 1. and conditions. Siloxane. B. Coordination with Sealant Joints: Do not apply water repellent until sealants for joints adjacent to surfaces receiving water-repellent treatment have been installed and cured. ethanol. 4. C. Penetrating Water Repellent: Clear. with Applicator present. Silane/Siloxane-Blend. areas. UAE Title: DOCUMENT VOLUME 02. silane and siloxane blend with 600 g/L or less of VOCs. cured. Coordination with Mortar Joints: Do not apply water repellent until pointing mortar for joints adjacent to surfaces receiving water-repellent treatment has been installed and cured. Check moisture content in representative locations by method recommended by manufacturer. Penetrating Water Repellent: Clear. mineral spirits. and sealant materials identical to those required. silane and siloxane blend with 400 g/L or less of VOCs. clean substrate of substances that could impair penetration or performance of product according to water-repellent manufacturer's written instructions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 07 Section 071900 Page 3 of 4 Water Repellents . water repellent. DUBAI.1 A. 3 A. Comply with manufacturer's written cleaning instructions. Correct damage to work of other trades caused by water-repellent application. Mask mortar and sealant bond surfaces to prevent water repellent from migrating onto joint surfaces. B. Consult manufacturer's technical representative if written instructions are not applicable to Project conditions. APPLICATION Manufacturer's Field Service: Engage a factory-authorized service representative to inspect the substrate before application of water repellent and to instruct Applicator on the product and application method to be used. END OF SECTION 071900 Division 07 Section 071900 Page 4 of 4 Water Repellents .01 GENERAL SPECIFICATIONS ARCHITECTURE 3. using low-pressure spray to the point of saturation. B.4 A. Comply with manufacturer's written instructions for limitations on drying time between coats and after rainstorm wetting of surfaces between coats.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. first application of water repellent on units may be completed before installing them. Precast Concrete and Cast Stone: At Contractor's option. on surfaces indicated for treatment. Remove excess material. do not allow material to puddle beyond saturation. 1. CLEANING Immediately clean water repellent from adjoining surfaces and surfaces soiled or damaged by water-repellent application as work progresses. Comply with manufacturer's written instructions for application procedure unless otherwise indicated. Apply a second saturation coating. Apply a heavy-saturation coating of water repellent. DUBAI. C. repeating first application. UAE Title: DOCUMENT VOLUME 02. ………………………………………………………………………....……………….8 3..2 1.. PROTECTION……………………………………………………………………………………....………………………. GENERAL………….5 3.………………... RELATED DOCUMENTS. RADIANT BARRIERS……………………………………………………………………………… VAPOR RETARDERS…………………………………………………………………………….…………………………..2 2.3 2.……………………… INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION……………………….1 2..2 3. DELIVERY.5 1..6 GENERAL……………………………………………………………………………………….……………….4 3.. PREPARATION……………. STORAGE AND HANDLING.. SPRAY POLYURETHANE FOAM INSULATION………………………………………………. INSTALLATION OF BELOW GRADE INSULATION…………………………………………… INSTALLATION OF CAVITY WALL INSULATION…………………….4 2.………. 6 6 6 6 7 7 8 8 9 9 9 Division 07 Section 072100 Page 1 of 10 Thermal Insulation .. 3 3 3 4 4 4 5 5 3. FOAM PLASTIC BOARD INSULATION………………………………………………………… MINERAL WOOL BLANKET INSULATION…………………………………………………….0 3. INSTALLATION.……………….0 2. INSULATION USES / OPTIONS………………………………………………………………...4 1.7 PRODUCTS……………………………………………………………………………………… INSULATION RQUIREMENTS……….……………………………………………………………………….…..0 1. INSTALLATION OF INSULATION IN CEILINGS FOR SOUND ATTENUATION….……………….……….7 3..6 3.……....9 3......6 2.………………... STORAGE AND HANDLING………………………………………………………...……………….1 3.. INSULATION FASTENERS……………………………………………………………………….10 EXECUTION…………………………………………………………………………………….3 1. DUBAI...01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 072100 – THERMAL INSULATION TABLE OF CONTENTS 1.5 2... UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..…………………………..………………. INSTALLATION OF INSULATION FOR CONCRETE SUBSTRATE….……………………………………………………………………….………………. SUMMARY…………….. 2 2 2 2 2 2 3 2..1 1.……………….3 3.………………… DELIVERY.………………. ACTION SUBMITTALS.………………… QUALITY ASSURANCE…………. INSTALLATION OF VAPOR RETARDERS………………………………………………………. including General and Supplementary Conditions and Division 01 Specification Sections. Mineral-wool blanket insulation. Spray polyurethane foam insulation. Product Data for Credit MR 4: For products having recycled content.5 A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 072100 – THERMAL INSULATION PART 1 . Section 042000 "Unit Masonry" 2. LEED Submittals: 1. 1. SUMMARY Section Includes: 1. apply to this Section.1 A. Identify products with appropriate markings of applicable testing agency.GENERAL 1. 7.4 A. for each product. 3. RELATED DOCUMENTS Drawings and general provisions of the Contract. 1. INFORMATIONAL SUBMITTALS Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency. B. 2. Division 07 Section 072100 Page 2 of 10 Thermal Insulation . documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Related Sections: 1. Section 074113 “ Standing seam Metal roof” ACTION SUBMITTALS Product Data: For each type of product indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1.2 A. Include statement indicating cost for each product having recycled content. DUBAI. Foam-plastic board insulation. 6. 4. Glass-fiber blanket insulation. B. Mineral-wool board insulation. 1. 5. UAE Title: DOCUMENT VOLUME 02.3 A. QUALITY ASSURANCE Surface-Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Vapor retarders. Radiant barriers. 20 psi (138 kPa). 2.5 m2k/w at 150mm thick B. Average density: 25 kg / cu. Free of Formaldehyde: Insulation manufactured with 100 percent acrylic binders and no formaldehyde. soiling. Quickly complete installation and concealment of foam-plastic board insulation in each area of construction. Do not deliver foam-plastic board materials to Project site before installation time. respectively. Roofing: 150mm (XPS) Insulated walls – 110mm (EPS) Acoustic insulation (Mineral wool insulation) a. 3. Protect foam-plastic board insulation as follows: 1.PRODUCTS 2. UAE Title: DOCUMENT VOLUME 02. Do not expose to sunlight except to necessary extent for period of installation and concealment. PART 2 . storing. INSULATION REQUIREMENTS 1.m C.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3.6 A. 2. and other sources.1 A. Type VIII. 2. 2. STORAGE AND HANDLING Protect insulation materials from physical damage and from deterioration due to moisture. Sustainability Requirements: 1. Thermal resistance should achieve 4.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. DUBAI. 1. no chlorine Low Emitting: Insulation tested according to ASTM D 5116 and shown to emit less than 0. of type and minimum compressive strength indicated below.28 m2k/w at 50mm thick 3. Thermal resistance should achieve 1.2 A. respectively. Store inside and in a dry location. B. Type VII. DELIVERY. Expanded Polystyrene board insulation (EPS): ASTM C 578. Protect against ignition at all times. per ASTM E 84. Ceiling lining: 50mm Acoustic lining 2. 1.05-ppm formaldehyde. Division 07 Section 072100 Page 3 of 10 Thermal Insulation . with maximum flame-spread and smoke-developed indexes of 75 and 450. 2. with maximum flame-spread and smoke-developed indexes of 75 and 450. and protecting during installation. Comply with manufacturer's written instructions for handling. per ASTM E 84. FOAM-PLASTIC BOARD INSULATION Extruded-Polystyrene Board Insulation (XPS): ASTM C 578. 60 psi (414 kPa). 3 A. 0. DUBAI. Sheet Construction: Foil on one side of substrate. respectively. consisting of fibers. Surface-Burning Characteristics: Maximum flame-spread and smoke-developed indexes of 5 and 10. 3. 1. Type III (reflective faced). SPRAY POLYURETHANE FOAM INSULATION Closed-Cell Polyurethane Foam Insulation: ASTM C 1029. D. 2. per ASTM E 84. or foil-scrim polyethylene. UAE Title: DOCUMENT VOLUME 02. 0. the following: B. B. Mineral-Wool Blanket Insulation: ASTM C 665. Mineral-Wool Blanket Insulation: ASTM C 665. per ASTM E 84. 2. with maximum permeance rating of 7. Unfaced.15 mm.6 A. respectively. but are not limited to. available products that may be incorporated into the Work include. Category 1 (membrane is a vapor barrier). with maximum flame-spread and smoke-developed indexes of 25 and 50. m. available manufacturers offering products that may be incorporated into the Work include. B. Minimum density of 24 kg/cu. Class A (faced surface with a flame-spread index of 25 or less per ASTM E 84).5 ng/Pa x s x sq. solvent or water-based coating. faced with foil scrim. foil-scrim kraft.5 A. Type I (blankets without membrane facing). Water-Vapor Transmission: Products: Subject to compliance with requirements. the following: VAPOR RETARDERS Polyethylene Vapor Retarders: ASTM D 4397. Manufacturers: Subject to compliance with requirements. with maximum flamespread and smoke-developed indexes of 75 and 450. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. not thickness-dependent. RADIANT BARRIERS Sheet Radiant Barriers: ASTM C 1313 and as follows: Products: Subject to compliance with requirements.25 or less as measured per ASTM C 1371. C. Reinforced-Foil-Faced. Interior Radiation Control Coating System: Silver-colored.4 A. Type II. passing ASTM E 136 for combustion characteristics. 2. 1. lowemissivity. thermal resistivity of 43 K x m/W at 24 deg C. formulated for adherence to substrates indicated and with a surface emittance value of 0. 2. Division 07 Section 072100 Page 4 of 10 Thermal Insulation .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. respectively. MINERAL-WOOL BLANKET INSULATION Manufacturers: Subject to compliance with requirements. but are not limited to. m. Recycled Content: Postconsumer recycled content plus one-half of pre-consumer recycled content not less than 25 percent.25 mm thick. with maximum permeance rating of 7. but are not limited to. 2.56 ng/Pa x s x sq.025-mm thick aluminum foil. respectively. DUBAI. Protect ends with capped self-locking washers incorporating a spring steel insert to ensure permanent retention of cap in the following locations: a. per ASTM E 84. Products: Subject to compliance with requirements. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder manufacturer for sealing joints and penetrations in vapor retarder. Reinforced-Polyethylene Vapor Retarders: Two outer layers of polyethylene film laminated to an inner reinforcing layer consisting of either nylon cord or polyester scrim and weighing not less than 12 kg/100 sq. m and with maximum flame-spread and smoke-developed indexes of 5.013-mm thick polyester film laminated to an inner layer of 0. m. B.9 ng/Pa x s x sq. Products: Subject to compliance with requirements. Vapor-Retarder Fasteners: Pancake-head. but are not limited to. INSULATION FASTENERS Adhesively Attached. 1. D. Products: Subject to compliance with requirements. Page 5 of 10 Thermal Insulation .01 GENERAL SPECIFICATIONS ARCHITECTURE B. but not less than 38 mm square or in diameter. Spindle-Type plastic Anchors: capable of holding insulation of specified thickness securely in position indicated with self-locking washer in place. Single-Component Nonsag Urethane Sealant: ASTM C 920. Type I.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. the following: Foil-Polyester-Film Vapor Retarders: Two layers of 0. Reinforced-Polyethylene Vapor Retarders: Two outer layers of polyethylene film laminated to an inner reinforcing layer consisting of either nonwoven grid of nylon cord or polyester scrim and weighing not less than 10 kg/100 sq. m.0 g/h x sq. H. available products that may be incorporated into the Work include. Use NT related to exposure. with maximum permeance rating of 2. with maximum water-vapor transmission rate in flat condition of 0. 1. G. 1. available products that may be incorporated into the Work include. Class 25. F. Fire-Retardant. UAE Title: DOCUMENT VOLUME 02. sized as required to hold insulation securely in place. per ASTM E 84. available products that may be incorporated into the Work include. m. Grade NS. self-tapping steel drill screws. Adhesive for Vapor Retarders: Product recommended by vapor-retarder manufacturer and has demonstrated capability to bond vapor retarders securely to substrates indicated. with fender washers. the following C. but are not limited to. Division 07 Section 072100 Crawl spaces. and Use O related to vapor-barrier-related substrates. Insulation-Retaining Washers: Self-locking plastic washers. m and with flame-spread and smoke-developed indexes of not more than 5 and 60. the following: E.7 A. 1. rain.EXECUTION 3. On horizontal surfaces. UAE Title: DOCUMENT VOLUME 02. D. and substrates. C. Provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses. set insulation units using manufacturer's recommended adhesive according to manufacturer's written instructions. B. Cut and fit tightly around obstructions and fill voids with insulation. the following: PART 3 . Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness. and lengths. widths. Extend insulation to envelop entire area to be insulated. B. DUBAI. 3. but are not limited to. Insulation Standoff: Spacer for fitting over spindle of insulation anchor to maintain air space of between face of insulation and substrate to which anchor is attached. GENERAL Comply with insulation manufacturer's written instructions applicable to products and applications indicated. including removing projections capable of puncturing vapor retarders.1 A. c. Where indicated. If not otherwise indicated. and unsoiled and that has not been left exposed to ice. available products that may be incorporated into the Work include. D. Products: Subject to compliance with requirements. INSTALLATION OF BELOW-GRADE INSULATION On vertical surfaces.3 A. Remove projections that interfere with placement. or snow at any time. Ceiling plenums. or that interfere with insulation attachment. Install insulation that is undamaged. Attic spaces. extend insulation a minimum of 610 mm below exterior grade line. loosely lay insulation units according to manufacturer's written instructions. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates indicated without damaging insulation. PREPARATION Clean substrates of substances that are harmful to insulation or vapor retarders.01 GENERAL SPECIFICATIONS ARCHITECTURE b.2 A. 3. Division 07 Section 072100 Page 6 of 10 Thermal Insulation . Stagger end joints and tightly abut insulation units. INSTALLATION. d. fasteners.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. 1. dry. 01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 3. 6. extend insulation a minimum of 610 mm in from exterior walls.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. For metal-framed wall cavities where cavity heights exceed 2438 mm." B. Page 7 of 10 Thermal Insulation . Press units firmly against inside substrates. mastic. Fill voids in completed installation with adhesive. or sealant as recommended by insulation manufacturer. Cellular-Glass Board Insulation: Install with closely fitting joints using adhesive pad attachment method according to manufacturer's written instructions. Use insulation widths and lengths that fill the cavities formed by framing members. complying with manufacturer's written instructions. Glass-Fiber or Mineral-Wool Blanket Insulation: Install in cavities formed by framing members according to the following requirements: 1. mastic. INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION Apply insulation units to substrates by method indicated. If more than one length is required to fill the cavities. Supplement adhesive attachment of insulation by securing boards with two-piece wall ties designed for this purpose and specified in Section 042000 "Unit Masonry. with edges butted tightly in both directions. Fit courses of insulation between wall ties and other obstructions. INSTALLATION OF CAVITY-WALL INSULATION Foam-Plastic Board Insulation: Install pads of adhesive spaced approximately 610 mm o. Install eave ventilation troughs between roof framing members in insulated attic spaces at vented eaves. DUBAI. Maintain 76-mm clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation.c. If not otherwise indicated. 2. B. For wood-framed construction. C. both ways on inside face. Division 07 Section 072100 With faced blankets having stapling flanges. support unfaced blankets mechanically and support faced blankets by taping flanges of insulation to flanges of metal studs. stapling flanges to sides of framing members.4 A. 1. and as recommended by manufacturer. 3. provide lengths that will produce a snug fit between ends.5 A. If no specific method is indicated. or sealant to edges of each unit to form a tight seal as units are shoved into place. install blankets according to ASTM C 1320 and as follows: a. Foam-Plastic Board Insulation: Seal joints between units by applying adhesive. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. UAE Title: DOCUMENT VOLUME 02. 4. secure insulation by inset. bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. 3. 5. F. Spray-Applied Insulation: Apply spray-applied insulation according to manufacturer's written instructions. but do not compact excessively. DUBAI. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Do not apply insulation until installation of pipes. make flush with face of studs by using method recommended by insulation manufacturer. install blanket insulation over entire ceiling area in thicknesses indicated. and application indicated. lightly settle to uniform density. Apply insulation standoffs to each spindle to create cavity width indicated between concrete substrate and insulation. INSTALLATION OF INSULATION IN CEILINGS FOR SOUND ATTENUATION Where glass-fiber blankets are indicated for sound attenuation above ceilings. Interior Walls: Set units with facing placed as indicated on Drawings. 3. "Standard Practice for Installing Cellulose Insulation. Loose-Fill Insulation: Apply according to ASTM C 1015 and manufacturer's written instructions.01 GENERAL SPECIFICATIONS ARCHITECTURE b.7 A. wiring. Extend insulation 1219 mm up either side of partitions. and other items not indicated to receive insulation are masked. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. For cellulosic-fiber loose-fill insulation. and electrical outlets in walls is completed and windows.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. thickness. comply with CIMA's Bulletin #2. 3. Level horizontal applications to uniform thickness as indicated. With faced blankets having stapling flanges. 2. D. After insulation is applied. and seal each continuous area of insulation to ensure airtight installation. spindle-type insulation anchors as follows: 1. Exterior Walls: Set units with facing placed as indicated on Drawings. b. UAE Title: DOCUMENT VOLUME 02. Division 07 Section 072100 Page 8 of 10 Thermal Insulation . Loose-Fill Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 40 kg/cu. 2. ducts. INSTALLATION OF INSULATION FOR CONCRETE SUBSTRATES Install board insulation on concrete substrates by adhesively attached. conduits. lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it. 1. electrical boxes. 7. a. Fasten insulation anchors to concrete substrates with insulation anchor adhesive according to anchor manufacturer's written instructions." E.6 A. m. Space anchors according to insulation manufacturer's written instructions for insulation type. Seal overlapping joints in vapor retarders with vapor-retarder tape according to vaporretarder manufacturer's written instructions. and bottom edges.c. mineral-wool board insulation: roof below stainless steel cladding C. Insulation Type.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.9 A. 4. 3. D. Secure vapor retarders in place with adhesives or other anchorage system as indicated. PROTECTION Protect installed insulation and vapor retarders from damage due to harmful weather exposures. and other causes. 3. Seal joints caused by pipes. install board insulation by pressing insulation into position over spindles and securing it tightly in place with insulation-retaining washers. Extend vapor retarders to cover miscellaneous voids in insulated substrates. and at lap joints. extruded-polystyrene board insulation: roof below high u-value option B. Cover with vapor-retarder tape or another layer of vapor retarders. electrical boxes. physical abuse. Fasten vapor retarders to wood framing at top. Space fasteners 406 mm o. After adhesive has dried. Seal butt joints with vapor-retarder tape.10 A.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 3. INSULATION USES / OPTIONS Insulation Type. C. Locate all joints over framing members or other solid substrates. Firmly attach vapor retarders to metal framing and solid substrates with vapor-retarder fasteners as recommended by vapor-retarder manufacturer. 1. UAE Title: DOCUMENT VOLUME 02. taking care not to compress insulation below indicated thickness. B. 2. DUBAI. apply urethane sealant to flanges of metal framing including runner tracks. and similar items penetrating vapor retarders with vapor-retarder tape to create an airtight seal between penetrating objects and vapor retarders. Seal vertical joints in vapor retarders over framing by lapping no fewer than two studs. conduits. Before installing vapor retarders. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. metal studs. and framing around door and window openings. apply capped washers to tips of spindles. at perimeter of wall openings. Where insulation will not be covered by other building materials. Repair tears or punctures in vapor retarders immediately before concealment by other work.8 A. Extend vapor retarders to extremities of areas to protect from vapor transmission. INSTALLATION OF VAPOR RETARDERS Place vapor retarders on side of construction indicated on Drawings. Polyurethane spray foam insulation: gap-filling Division 07 Section 072100 Page 9 of 10 Thermal Insulation . 3. Insulation Type. including those filled with loose-fiber insulation. end. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE D. expanded-polystyrene board insulation: insulated masonry blocks high uvalue option END OF SECTION 072100 Division 07 Section 072100 Page 10 of 10 Thermal Insulation . DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Insulation Type. ……………………………………………………………………….3 1.. DFINITIONS…………………………….0 2... MIXING…………………………………………………………………………………………… APPLICATION……………………………………..………………. PREPARATION………………………. STORAGE AND HANDLING………………………………………………………..7 1..3 PRODUCTS……………………………………………………………………………………… MANUFACTURERS………….2 3.……………….6 1..10 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 072726 – FLUID-APPLIED.1 3.5 1...9 1.………….. AUXILLARY MATERIALS…………………………………………………………………………..………………………………………………………………………..4 1..11 GENERAL………………………………………………………………………………………..……………….………………… PERFORMANCE REQUIREMENTS…….2 1. UAE Title: DOCUMENT VOLUME 02.………....……………….………………...………………………….……………….. MATERIALS…………………………….….... AIR AND WATERRESISTIVE BARRIER .……………….. AIR AND WATER-RESISTIVE BARRIER TABLE OF CONTENTS 1...1 1.……………………… CLEANING AND PROTECTION………………………………………………………………..………………. SUBMITTALS……………………………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….4 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. EXAMINATION. WARRANTY……………………………………………………………………………………… 2 2 2 2 2 2 3 5 5 6 6 7 2.…………………………………………………………..………………………………………………………. 7 7 7 7 3.0 1...…………………….………………....…….5 EXECUTION……………………………………………………………………………………..………………………….... SECTION INCLUDES.………………. DELIVERY.3 3.. 7 7 8 8 8 9 Division 07 Section 072726 Page 1 of 10 FLUID-APPLIED...1 2. GENERAL REQUIREMENTS…………………………………………………………………….8 1. RELATED SECTIONS….………………. PROJECT / SITE CONDITION…………………………………………………………………..2 2..0 3. DUBAI.………………… REFERENCES……………………………. All other leakage pathways through opaque walls C. whether or not such work is specifically mentioned herein.2 SECTION INCLUDES A. Seismic and expansion joints 4. Supplementary Conditions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Section 08 50 00 Windows K. to control air movement through the wall. Section 06 11 00 Wood framing E. natural and manufactured stone veneers. metal composite. Section 03 00 00 Concrete substrate B.4 DEFINITIONS A.1 GENERAL REQUIREMENTS A. screws. Section 07 62 00 Sheet metal flashing and trim G. DUBAI. Connections of walls to foundations 2. B. This specification shall be read as a whole by all parties concerned. fluid applied. 1. siding and most other cladding systems. air/water-resistive barrier for use behind most exterior wall claddings. Materials and installation methods to bridge and seal air leakage pathways and gaps including: 1. Air Barrier Assembly: The collection of air barrier materials and auxiliary materials applied to an opaque wall.3 RELATED SECTIONS A. Each Section may contain more or less than the complete Work of any trade. Connections of walls to the roof air barrier 3. B. including joints and junctions to abutting construction. Section 09 22 16 Non-structural metal framing L. D. General Conditions. Refer to all drawings and other sections of this specification to determine the type and extent of work therein affecting the work of this section. C. Masonry ties. Air Barrier Material: A building material that is designed and constructed to provide the primary resistance to airflow through an air barrier assembly. Water-Resistive Barrier Assembly: The collection of water-resistive materials and accessories that direct incidental water that may pass the primary rain screen out of the wall cladding while providing protection for underlying sheathing materials. bolts and similar penetrations 6. B. 1. Openings and penetrations in the building envelope 5. Section 08 00 00 Openings J.GENERAL 1. Section 05 40 00 Cold-formed metal framing D. Section 09 29 00 Gypsum board 1. Section 04 00 00 Masonry substrate C. The Contractor is solely responsible to make clear to the Subcontractors the extent of their Work. UAE Title: DOCUMENT VOLUME 02.5 REFERENCES A. Section 07 65 00 Flexible flashing H. Building Codes Division 07 Section 072726 Page 2 of 10 FLUID-APPLIED. Section 07 90 00 Joint protection I. Instructions to Bidders and Division One General Requirements shall be read in conjunction with and govern this section. Section 06 16 00 Sheathing . AIR AND WATERRESISTIVE BARRIER . Materials and installation methods to create a water-resistive barrier suitable for use as part of a secondary drainage system for brick.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 072726 – FLUID-APPLIED. Ready mixed resilient. F. EIFS. AIR AND WATER-RESISTIVE BARRIER PART 1 . 1. 2 2. D4258 Practice for Surface Cleaning Concrete for Coating 7. AC 148/AAMA 711-07 Massachusetts Building Code American Society for Testing and Materials (ASTM) Standards 1. Skylights and Curtain Walls by Uniform Static Air Pressure 14. The air barrier shall have the following characteristics: 1. Section 1304. or interruption of the drainage plane. 3. Doors. C920 Specifications for Elastomeric Joint Sealants 2. D4263 Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method 8. Curtain Walls and Doors under Specified Pressure Differences across the Specimen 12.6 ICC-ES Acceptance Criteria for Water Resistive Coatings used as Water Resistive Barrier Over Exterior Sheathing. 3. Air barrier assemblies shall be capable of accommodating substrate movement and sealing substrate expansion and control joints. It shall be capable of withstanding positive and negative combined design wind. 1. AC 212 ICC-ES Acceptance Criteria for Flexible Flashing Materials. fan and stack pressures on the envelope without damage or Division 07 Section 072726 Page 3 of 10 FLUID-APPLIED.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. either by creation of an unobstructed drainage plane that extends across the cladding transition or by flashing to discharge to the exterior at the transition. An air barrier shall also be provided for interior partitions between conditioned space and space designed to maintain temperature or humidity levels which differ from those in the conditioned space by more than 50% of the difference between the conditioned space and design ambient conditions. Commonwealth of Massachusetts Building Code Requirements: Comply with the following subsections of 780 CMR 13. or out of the conditioned space.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. E1105 Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows. 1304. construction material changes. C1193 Guide for Use of Joint Sealants 5. E330 Standard Test Method for the Structural Performance of Exterior Windows. E2178 Standard Test Method for Air Permeance of Building Materials 16. 2. UAE Title: DOCUMENT VOLUME 02. C1177 Specification for Glass Mat Gypsum Substrate for Use as Sheathing 3. E283 Test Method for Determining the Rate of Air Leakage through Exterior Windows. General: Air/water-resistive barrier shall be capable of performing as a continuous vaporimpermeable air barrier and as a liquid-water drainage plane flashed to discharge to the exterior incidental condensation or water penetration. B. C1396 Standard Specification for Gypsum Board 4. the air/water-resistive barrier shall form a continuous air barrier and shall make provision for water drainage. It shall have an air permeability not to exceed 0.1 Air Barriers: The building envelope shall be designed and constructed with a continuous air barrier to control air leakage into. Doors.57 psf) when tested in accordance with ASTM E2178. DUBAI. D4541 Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers 9. with all joints made airtight. E96 Test Methods for Water Vapor Transmission of Materials 11. Skylights and Curtain Walls by Uniform or Cyclic Static Air Pressure Difference 15. D412 Standard Test Methods for Rubber Properties in Tension 6. AIR AND WATERRESISTIVE BARRIER .004 cfm/ ft @ 1.3. E84 Test Method for Surface Burning Characteristics of Building Materials 10. E331 Standard Test Method for Water Penetration of Exterior Windows. and transitions at perimeter conditions without deterioration and air leakage exceeding specified limits. At wall cladding transitions. B. Skylights and Curtain Walls by Uniform Static Pressure Difference 13. It must be continuous. E2357 Standard Test Method for Determining Air Leakage of Air Barrier Assemblies PERFORMANCE REQUIREMENTS A.3 Air Leakage. Doors.02 l/m under a pressure 2 differential of 75 Pa (equal to 0. erosion) after 10 cycles when viewed at 5X magnification Division 07 Section 072726 Page 4 of 10 FLUID-APPLIED. It shall not displace adjacent materials under full load.01 GENERAL SPECIFICATIONS ARCHITECTURE C.86 psf) 3.No cracking at joints or interface of flashing after 90 min @ 137 Pa (2. UV Light Exposure: ICC-ES AC 212 No cracking or bond failure to substrate 2.No water penetration at galvanized roofing nail ASTM D 1970 .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.Structural. Different wall systems. floors and roof to utility. b.Maximum 0. DUBAI. Walls.9 psi) adhesion or substrate ASTM D 4541 failure Surface Burning – Flame spread <25 ASTM E 84 . The air barrier shall be joined in an airtight and flexible manner to the air barrier material of adjacent systems.1 perms ASTM E 96 Method A Volatile Organic Compounds (VOC) .04 cfm/ft2 @ 1.m2 @ 75 Pa ASTM E 2178 (0. Restrained Environmental Conditioning and Water Penetration 1. Wall and roof over unconditioned space.penetration under 127 mm (5”) head of water after 3 days at 4° C (40° F) Water Vapor Transmission .57 psf) Pull-Off Strength of Coatings . Connection shall be made between: a. Wall and roof.m² ASTM E 2357 (0.Minimum 110 kPa (15. AIR AND WATERRESISTIVE BARRIER .86 psf) Conditioning: ICC-ES AC 212 4. It shall be durable or maintainable.004 cfm/ft2 @ 1. Water Penetration: ASTM E 331 .57 psf) Rate of Air Leakage . Restrained Environmental .No cracking at joints or interface of flashing after 90 min @ 137 Pa (2. All penetrations of the air/water-resistive barrier and paths of air infiltration/exfiltration shall be made airtight. allowing for the relative movement of systems due to thermal and moisture variations and creep. delamination. d. Racking and Restrained Environmental Conditioning Conditioning Sequential Testing . Hydrostatic Pressure Test: No water penetration AATCC 127-1985 Freeze-Thaw .Smoke developed < 450 Nail Sealability .004 cfm/ft2 @ 1.02 l/s·m2 @ 75 Pa ASTM E 283 (0.Maximum 0. c.86 psf) 2.57 psf) Air Permeance of Building Materials .No water penetration after Structural. floor and roof across construction. g. Accelerated Aging: ICC-ES AC 212 No cracking or bond failure to substrate 3. 6. Fluid-Applied Membrane Performance Requirements TEST REQUIREMENTS Air Leakage of Air Barrier Assemblies . Walls.Weathering 1. e. control and expansion joints. Foundation and walls. pipe and duct penetrations. and shall transfer the load to the structure. Structural: ASTM E 1233 Procedure A .Maximum 50 g/l ASTM D 2369 ICC-ES AC 212 Acceptance Criteria for Water-Resistive Coatings used as Water-Resistive Barriers over Exterior Sheathing Sequential Testing .02 l/s. Racking. Walls and windows or doors. UAE Title: DOCUMENT VOLUME 02.Maximum 0. displacement. 4. Racking: ASTM E 72 . 5.No cracking at joints or interface of flashing after 90 min @ 137 Pa (2. f.Maximum 0.21 l/s.No visible effects (cracking checking. All samples meet the minimum requirement of 3.8 QUALITY ASSURANCE A. Hydrostatic Pressure Test: . Manufacturer’s technical data sheets and material safety data sheets for products and accessories. 50° C (122° F). AAMA 711 of water after 24 hours at 4° C (40° F) Tensile Strength after UV Exposure .>103 kPa (15 psi) avg.No cracking after bending around a 25 mm (1”) mandrel after 2 hour exposure to -18° C (0° F) ASTM D 1970. Applicator Qualifications: An applicator experienced in applying air barrier materials similar in material. UAE Title: DOCUMENT VOLUME 02. Knowledgeable in the proper use and handling of BASF Wall Systems products. whose work has resulted in applications with a record of successful in-service performance. Employ skilled installers who are experienced and knowledgeable in air/water Division 07 Section 072726 Page 5 of 10 FLUID-APPLIED.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.No signs of distress or failure after 24 hours of exposure at room temperature. C.01 GENERAL SPECIFICATIONS ARCHITECTURE ASTM E 2485 (Method B) Water Resistance .years experience in the production and marketing of B. UV Light Exposure: ICC-ES AC 148 . D.No visible surface or structural changes when observed under 5X magnification 3. AAMA 711 65° C (149° F). intersection and transitions with other envelope systems and materials.No signs of failure after UV and Elevated Temperature Exposure Nail Sealability after Thermal Cycling .No signs of failure after UV and Accelerated Aging AATCC 127-1985 Peel Adhesion . Submit under provisions of Section [01 33 00] B.No sign of deleterious effects after 14 day exposure ASTM D 2247 Tensile Bond .263 N/mm (1. design and extent to those indicated for this project. no failure of the lamina after 10 cycles ASTM C 297 Tensile Bond (before & after freeze-thaw) .>103 kPa (15 psi) avg. AAMA 711 Resistance to Peeling .7 SUBMITTALS A. 1. AAMA 711 Cold Temperature Pliability . Air/water-resistive barrier membrane manufacturer shall provide an ICC-ES Evaluation Report confirming compliance with AC 212 Acceptance Criteria for Water-Resistive Coatings used as Water-Resistive Barriers over Exterior Sheathing. Shop drawings showing locations and extent of air/water-resistive barrier system including details of typical conditions. Accelerated Aging: ICC-ES AC 148 .5 N/mm (20 lbs/in) ASTM D 5034. DUBAI. 1. C. no failure of the lamina after 10 cycles freeze-thaw ASTM C 297 ICC-ES AC 148 Acceptance Criteria for Flexible Flashing Materials Sequential Testing .All samples meet the minimum requirement of .No visible surface or structural changes when observed under 5X magnification 2.25”) head ASTM D 1970 (Modified).No visible surface or structural changes when observed under 5X magnification After Water Immersion . waterproofing materials. 80° C (176° F) 1.No visible surface or structural changes when observed under 5X magnification After Elevated Temperature .No visible surface or structural changes when observed under 5X magnification Accelerated Aging .No water penetration at galvanized roofing nail penetration under 32 mm (1.5 lbs/in) ASTM D 3330 Method F UV Exposure . Manufacturer: Minimum 10 . AIR AND WATERRESISTIVE BARRIER .Weathering 1. 2. F. Review of mock-up requirements. 4. and other penetrations through the wall. H. doors. Store materials in cool. Coordination of trades 1. DUBAI. Do not apply materials in ambient temperatures below 4°C (40°F). protection and repair procedures. and penetrations of air barrier membrane. UAE Title: DOCUMENT VOLUME 02. reconstruct mockups and apply air/water resistive barrier until mockups are approved. G. The General Contractor shall make provision for installation of air seals between the primary air barrier and other wall components (penetrations. If Architect determines mockups do not comply with project requirements.9 DELIVERY.) in order to maintain continuity of an air barrier system. Pre-installation conference shall include the Architect. insulation. flashing primer and transition membranes shall be sourced from one manufacturer regularly engaged in production of air barrier materials. General Contractor and Applicator. 5. Mockups: Before beginning installation of air/water-resistive barrier. provide air/waterresistive barrier work for exterior wall assembly mockups. Store materials away from direct sunlight and extreme heat. Review of inspection. supplementary heat during installation and drying period when temperatures less than 4°C (40°F) prevail. terminations. sheathing fabric. I. B. Regulatory Requirements: Conform to applicable code requirements for air/water-resistive barriers. C. dry place protected from exposure to moisture. Coordinate construction of mockup to permit inspection by Owner’s testing agency of air/water-resistive barrier before external insulation and cladding is installed. minimum curing period and installation procedures. 1. 3. and sealing of gaps. Provide properly vented. 1. 2. Provide the proper equipment.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. for conformance to project details. STORAGE AND HANDLING A. The Architect. 3.10 PROJECT/SITE CONDITIONS A. Agenda for meeting shall include but not be limited to the following: 1. and flashing to demonstrate surface preparation. The Applicator shall provide protection of rough openings before installing windows. Deliver. C. 6. incorporating backup wall construction. doors. AIR AND WATERRESISTIVE BARRIER . manpower and supervision on the job site to install the system in compliance with BASF Wall Systems published specifications. Review of special details and flashings. D. Store at no less than 4°C (40°F). Protect all materials during transportation and installation to avoid physical damage. B. 3. testing. General Contractor and Applicator shall evaluate adjacent materials such as windows. 1. Review of submittals. E. external cladding. Review of surface preparation. etc. E. Division 07 Section 072726 Page 6 of 10 FLUID-APPLIED. and familiar with the requirements of the specified work.01 GENERAL SPECIFICATIONS ARCHITECTURE resistive barrier application. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. Primary materials including fluid-applied air/water-resistive barrier membrane. etc. Adjacent trades shall provide scaled shop drawings for review by the Architect. 2. Maintain ambient temperature at or above 4°C (40°F) during and at least 24 hours after application of all materials and until dry. Do not apply materials to frozen surfaces. Store all accessory products in a cool. crack and joint treatment. 2. store and handle products under provisions of Section [01 65 00] [01 66 00] [ ]. Deliver all materials in original unopened packages with manufacturer’s labels intact. door frame and sill. F. dry place protected from freezing. window. Sequence of construction. responsibilities and schedule for subsequent operations. etc. Flashing: provide flashing that complies with prevailing local building codes.4 mm in 3 m (1/4” in 10’). Openings must be flashed prior to window/door. Sealant: must meet ASTM C920 criteria and be approved for this application by the sealant manufacturer. installation. Individual windows that are ganged to make multiple units require continuous head Division 07 Section 072726 Page 7 of 10 FLUID-APPLIED. HVAC. General: Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. B. B. d. shelf angles and other obstructions. 2.1 MANUFACTURERS The fluid applied vapor-impermeable. end-dams must be provided. B. paint. Examine surfaces to receive air/water-resistive barrier and verify that substrate and adjacent materials are dry. c. TF WRAP 20-mil thick self-sealing rubberized asphalt coating laminated to polyethylene film. C. Transition membranes: TF MEMBRANE polyester-faced 30-mil thick self-sealing. Comply with Manufacturer’s applicator registration requirements and notification procedures to assure qualification for warranty. Verify that no excess mortar exists on masonry ties. PART 3 EXECUTION 3. 2. PART 2 – PRODUCTS 2. AIR AND WATERRESISTIVE BARRIER .11 WARRANTY A. self-healing rubberized asphalt coating. Flashings a. b. and free of releasing agents. D. Where appropriate. C. SHEATHING FABRIC reinforced non-woven polyester fabric. Air/water-resistive barrier acceptable substrates: ASTM C1177 type sheathingsWall sheathing must be securely fastened per applicable building code and sheathing manufacturer’s requirements.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. UAE Title: DOCUMENT VOLUME 02. Flashing Primer: FLASHING PRIMER water-based primer. DUBAI. General Contractor shall verify project site conditions under provisions of Section [01 00 00]. Verify that masonry joints are struck flush and completely filled with mortar.2 MATERIALS A. Windows and openings shall be flashed according to design and building code requirements. air/water-resistive barrier membrane. transition membrane and flashing primer shall be obtained or approved as a single-source from the membrane manufacturer to ensure system compatibility and integrity. Walls 1. sound. clean. c. Substrates a. All flashings must be installed in accordance with specific design and building code requirements. b. D. free of fins or planar irregularities greater than 6. Verify that concrete is visibly dry and free of moisture.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. sheathing fabric.1 EXAMINATION A. or other residue or coatings. Provide the Manufacturer’s minimum 5-year Limited Materials warranty under provisions of Section [01 70 00] 1. Polyurethane Foam Sealant: Approved by polyurethane foam sealant manufacturer for compatibility with air/water-resistive barrier materials. Verify substrate is flat.3 AUXILIARY MATERIALS A. Fluid-applied air/water-resistive barrier membrane. Spot all fasteners and precoat sheathing joints. If spraying. Apply solution to sheathing fabric. inside and outside corners with mixed air/water barrier solution. Air/water-resistive barrier 1. 3. gypsum sheathing (ASTM C79/ ASTM C1396). Application of fluid-applied air/water-resistive barrier shall not proceed until all unsatisfactory conditions have been corrected. Immediately place and center SHEATHING FABRIC over wet solution at all sheathing joints. Refer to Wall Systems Air/Water-Resistive/Vapor Barrier Application Guidelines technical bulletin A.01 GENERAL SPECIFICATIONS ARCHITECTURE flashing and the joints between the units must be fully sealed. Lap sheathing fabric 63. Kick-out flashing Kick-out flashing must be installed leak-proof and angled (min 100°) to allow for proper drainage and water diversion. void. DUBAI. AIR AND WATERRESISTIVE BARRIER . 3. Substrate shall be dry.3 MIXING General: No additives are permitted unless specified in product mixing instructions.2 PREPARATION A. as well as knot holes and check cracks that may exist in plywood or OSB.4 mm in 3 m (1/4” in 10’). Protect finished work at end of each day. paint or other residue or coatings. inside and outside corners. Substrate shall be installed per substrate manufacturer’s instructions. 3. etc. clean. Clean tools and equipment with water immediately after use. visually inspect to assure sheathing surface is blister free and coating is free of Division 07 Section 072726 Page 8 of 10 FLUID-APPLIED. apply a second coat of solution over the sheathing fabric ensuring a continuous. 5. b. A. cement-board by National Gypsum and other cement-boards (ASTM C1325 Type A Exterior).5 mm (2 1/2”) minimum at intersections. 2. Close containers when not in use. OSB or CMU substrate(s) with a 20 mm (3/4") nap roller or spray to a consistent. If necessary. minimum 13 wet mil thickness. Dried material can only be removed mechanically. Report all unsatisfactory conditions to the General Contractor. 3. terminations. Unsatisfactory conditions shall be reported to the general contractor and corrected before application of the air/water-resistive barrier materials.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Prior to application of the second coat. c. Wrap openings with sheathing fabric by applying mixed Air/Water barrier solution to all surfaces and immediately embedding sheathing fabric. plywood. B. Prepare in a container that is clean and free of foreign substances. Allow to dry to the touch before applying solution to entire wall surface.4 APPLICATION General: Apply products in accordance with current application procedures and in accordance with project requirements. terminations. Air Seals Install between the primary air/water-resistive barrier and other wall components (penetrations. wet-on-wet application is acceptable. 3.and wrinkle. Do not use a container which has contained or been cleaned with a petroleum-based product. free of fins or planar irregularities greater than 6. sound and free of release agents. Verify substrate is flat. Ensure sheathing fabric extends evenly on both sides of the sheathing joint. 4 a.free membrane application (wet-on-wet spray application is acceptable).) in order to maintain continuity of the air barrier system. Protect all surrounding areas and surfaces from damage and staining during application of air/water-resistive barrier. 4. brush or spray. using a 101 mm (4”) wide by 20 mm (3/4”) nap roller. UAE Title: DOCUMENT VOLUME 02. Back-rolling may be needed to produce a pinhole-free film. Repair punctures. voids. storefront systems. Limit priming to areas that will be covered with TF WRAP or TF MEMBRANE on the same day. floor-to floor construction. using accessory materials. prime perimeter frame surfaces of windows. B. General Contractor shall make provision to install strip on roofing membrane or base flashing so that a minimum of 75 mm (3”) of coverage is achieved over both substrates. and deficient lapped seams in strips and transition strips. Limit the weather exposure of weather/air barrier solution to a maximum of 180 days. curtain walls. or other deleterious conditions before application of cladding. Connect and seal exterior wall air/water-resistive barrier membrane continuously to roofing membrane air/water-resistive. Re-prime areas exposed for more than 24 hours. Apply TF WRAP or TF MEMBRANE transition strip so that a minimum of 75 mm (3”) of coverage is achieved over both. SolutionI may be sprayed to a 26-mil thickness in one wet application. and doors. Transition material installation 1. Install Weather/air barrier solution and/or TF WRAP/TF MEMBRANE and sealant in accordance with project details & specifications to form a seal with adjacent construction and maintain a continuous air/water-resistive barrier. Division 07 Section 072726 Page 9 of 10 FLUID-APPLIED. UAE Title: DOCUMENT VOLUME 02. storefronts. Report and correct any such conditions prior to cladding application. Proper application is the responsibility of the user. A minimum of two (2) 13-mil wet coats of weather barrier solution is required. Flashing Membranes: As required by project design. Repair if needed and then apply a second coat after the initial coating is sufficiently dry. General Contractor shall make provision to coordinate the installation of air barrier with installation of roofing membrane and base flashing to ensure continuity of air barrier with roofing membrane. Apply primer to substrates scheduled to receive transition membrane as required and at required amount. a. General Contractor shall make provision to: a. Apply joint sealants forming part of air/water-resistive barrier assembly within sealant manufacturer’s recommended application procedures. pull more of the release film from the TF WRAP OR TF MEMBRANE. 3. DUBAI. b. exterior door framing. and miscellaneous penetrations of air/water-resistive barrier membrane with foam sealant. c. curtain walls. Using a wallpaper roller. concrete below-grade structures. 4. Verify surfaces are free of dirt. contaminants. 2. Apply TF WRAP OR TF MEMBRANE as soon as possible after primer is dry and tacky. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE voids and pinholes. exterior louvers. particularly in cool and/or damp weather. and doors. Fill gaps in perimeter frame surfaces of windows. Slit and flatten “fish mouths” and blisters. Patch with transition strips extending 150 mm (6”) beyond repaired areas in strip direction. exterior glazing and window systems. AIR AND WATERRESISTIVE BARRIER . 5. store fronts. and other construction interfaces used in exterior walls. exposing the adhesive surface. extension-handled counter top roller or weighted hand roller. firmly roll the TF WRAP OR TF MEMBRANE to the area being sealed. Non-cementitious adhesives are not recommended for EPS insulation board attachment to ENERSHIELD-I. If back-rolling is required. 6. pressing down on the TF WRAP OR TF MEMBRANE with a roller and keeping the TF WRAP OR TF MEMBRANE smooth. glazed curtain-wall systems. Dry/cure times of adhesively applied EPS insulation board installed over solution may be prolonged. a second spray application may be needed. Note: Refer to Spray Application technical bulletin for spray application equipment and application instructions. As the TF WRAP OR TF MEMBRANE is applied. 5 CLEANING AND PROTECTION A. D. Clean spills. stains. END OF SECTION 072726 Division 07 Section 072726 Page 10 of 10 FLUID-APPLIED. Clean and protect completed construction under provisions of Sections [01 74 00] [01 76 00] B. General Contractor shall make provision to protect air/water-resistive barrier during the remainder of construction period. and soiling from construction that would be exposed in the completed work using cleaning agents and procedures recommended by manufacturer of affected construction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. DUBAI. UAE Title: DOCUMENT VOLUME 02. Remove masking materials after installation. AIR AND WATERRESISTIVE BARRIER . Repair any damage that may occur after installation in a manner consistent with the scope and intent of this specification. Applicator shall protect air/water-resistive barrier system from damage during application.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 6 1.7 2....6 2. SHEET METALS. GENERAL……………………………………………………………………… ROOF DRAINAGE SYSTEM INSTALLATION…………………………………………………. UNDERLAYMENT MATERIALS………………………………………………………………….6 EXECUTION UNDERLAYMENT INSTALLATION……………………………………………………………… INSTALLATION..7 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………. FABRICATION.……………………….2 1. LOW SLOPE ROOF SHEET METAL FABRICATION…………………………………………… STEEP SLOPE ROOF SHEET METAL FABRICATIONS…………………………………………. 11 11 12 13 14 14 15 Division 07 Section 076200 Page 1 of 15 Sheet Metal Flashing and Trim .1 1. UAE Title: DOCUMENT VOLUME 02.0 1.. DUBAI. ROOF DRAINAGE SHEET METAL FABRICATION…………………………………………….0 3.8 2.. CLOSEOUT SUBMITTALS……………………………………………………………………….4 2.10 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS.1 3.4 3. MANUFACTURED REGLETS……………………………………………………………………. WARRANTY……………………………………………………………………………………… 2 2 2 2 2 3 3 3 2..4 1.…………………………………………………………….5 3. ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………..3 2. WALL SHEET METAL FABRICATION…………………………………………………………… 3 3 4 5 6 7 7 8 9 10 11 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2..2 2.3 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 076200 – SHEET METAL FLASHING AND TRIM TABLE OF CONTENTS 1.9 2. ROOF FLASHING INSTALLATION……………………………………………………………… WALL FLASHING INSTALLATION……………………………………………………………… CLEANING AND PROTECTION………………………………………………………………. MISCELLANEOUS MATERIALS………………………………………………………………….…………………………………………………………. PREINSTALLATION MEETINGS………………………………………………………………….1 2.2 3. GENERAL………………………………………………………………………..5 2.3 1. QUALITY ASSURANCE………………………………………………………………………….5 1. direction of expansion.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. roof-penetration flashing. 5. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site <Insert location>. DUBAI. INFORMATIONAL SUBMITTALS Product certificates. and connections to adjoining work.GENERAL 1. ACTION SUBMITTALS Product Data: For each type of product. 1. 2. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. SUMMARY Section Includes: 1.1 A.2 A. 3. 4.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 076200 – SHEET METAL FLASHING AND TRIM PART 1 . C.and field-assembled work. 2. C. Division 07 Section 076200 Page 2 of 15 Sheet Metal Flashing and Trim . Samples: For each exposed product and for each color and texture specified.4 A. Product Data for Credit MR 4: For products having recycled content. Formed wall sheet metal fabrications. elevations. Include statement indicating cost for each product having recycled content. 3. UAE Title: DOCUMENT VOLUME 02. Sample warranty. 4. Include pattern of seams and details of termination points. 1. 1. Shop Drawings: For sheet metal flashing and trim. Formed low-slope roof sheet metal fabrications. Distinguish between shop. 1. Manufactured reglets with counterflashing. sections. Formed steep-slope roof sheet metal fabrications. Include identification of finish for each item.3 A. B. D. B. Include plans. expansion joints and expansion-joint covers. Product test reports. and attachment details. LEED Submittals: 1. Formed roof-drainage sheet metal fabrications. shop shall be listed as able to fabricate required details as tested and approved.0 m long. QUALITY ASSURANCE Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. or other defects in construction. UAE Title: DOCUMENT VOLUME 02. 1. Finish Warranty Period: 20 years from date of Substantial Completion.7 A.1 A. and exposure to weather without failure due to defective manufacture. PERFORMANCE REQUIREMENTS General: Sheet metal flashing and trim assemblies shall withstand wind loads. or loosen. 1. Design Pressure: As indicated on Drawings. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.PRODUCTS 2.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Division 07 Section 076200 Page 3 of 15 Sheet Metal Flashing and Trim . Mockups: Build mockups to verify selections made under Sample submittals to demonstrate aesthetic effects and to set quality standards for fabrication and installation. thermally induced movement. SPRI Wind Design Standard: Manufacture and install copings roof edge flashings tested according to SPRI ES-1 and capable of resisting the following design pressure: 1. C. approximately 3. CLOSEOUT SUBMITTALS Maintenance data. For copings and roof edge flashings that are SPRI ES-1 tested. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. B. Sheet Metal Standard for Copper: Comply with CDA's "Copper in Architecture Handbook. installation. 1. Completed sheet metal flashing and trim shall not rattle. Build mockup of typical roof edge eave.5 A. including built-in gutter fascia fascia trim apron flashing. fabrication. D. PART 2 .6 A. DUBAI. leak. structural movement." Conform to dimensions and profiles shown unless more stringent requirements are indicated. and shall remain watertight. WARRANTY Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period. B. 1. SHEET METALS General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable. Recycled Content of Steel-Sheet Flashing and Trim: Postconsumer recycled content plus onehalf of preconsumer recycled content not less than 25 percent. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Class I. forming aluminum sheet with reflective luster. Clear Anodic Finish. 100 deg C.018 mm or thicker. 2. temporary protective film before shipping. baked-on epoxy primer coat. C. 1. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. AA-M12C22A42/A44. minimum dry film thickness of 0.018 mm or thicker. B. 1. F. Class I. 5. H00 or H01 temper. AA-M12C22A41. with temper as required to suit forming operations and performance required. 6. 1. Prepare. Coil Coated: AAMA 611. Color Anodic Finish. Exposed Coil-Coated Finish: a. Aluminum Sheet: ASTM B 209M. Three-Coat Fluoropolymer: AAMA 620. pretreat metal with white or light-colored. UAE Title: DOCUMENT VOLUME 02. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Copper Sheet: ASTM B 370. a. pretreat. 0. Prepare. As-Milled Finish: One-side bright mill. Coil Coated: AAMA 611. factory-applied.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Nonpatinated Exposed Finish: Mill. Color: as se. cold-rolled copper sheet. DUBAI. alloy as standard with manufacturer for finish required.2 A. 0. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. 2.ected by Architect from manufactures full range. Temperature Change: 67 deg C.005 mm. material surfaces. pretreat. 2. Division 07 Section 076200 Two-Coat Fluoropolymer: AAMA 620. Page 4 of 15 Sheet Metal Flashing and Trim . Factory Prime Coating: Where painting after installation is required. 4. Prepatinated Copper-Sheet Finish: as selected by Architect from the manufactures full range prepatinated according to ASTM B 882. ambient. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 3. Recycled Content of Copper-Sheet Flashing and Trim: Postconsumer recycled content plus onehalf of preconsumer recycled content not less than 40 percent. G. Alclad Finish: Metallurgically bonded surfacing alloy on both sides. nonperforated. asphalt-saturated organic felt. Three-Coat Fluoropolymer: AAMA 621.76 mm thick.005 mm for primer and 0. with dry film thickness of not less than 0. Prepare.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. passes after testing at minus 29 deg C or lower. Prepare. pretreat. slip resistant. 2. Exposed Coil-Coated Finish: a. E. UNDERLAYMENT MATERIALS Felt: ASTM D 226/D 226M. High-Temperature Sheet: Minimum 0. Siliconized Polyester: Epoxy primer and silicone-modified.or polypropylene-film top surface laminated to a layer of butyl. Siliconized Polyester: Epoxy primer and silicone-modified. polyester-enamel topcoat. Low-Temperature Flexibility: ASTM D 1970. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. consisting of a slip-resistant polyethylene. pretreat. UAE Title: DOCUMENT VOLUME 02. Provide primer according to written recommendations of underlayment manufacturer. b. 1. c. bitumen free. 30). Synthetic Underlayment: Laminated or reinforced. 2. and complying with physical requirements of ASTM D 226/D 226M for Type I and Type II felts. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat.3 A. 3. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Color: As selected by Architect from manufacturer's full range. synthetic roofing underlayment. specifically designed to withstand high metal temperatures beneath metal roofing. Color: As selected by Architect from manufacturer's full range D.02 mm for topcoat. with dry film thickness of not less than 0. Self-Adhering. 7.02 mm for topcoat. woven polyethylene or polypropylene. 1. stable after testing at 116 deg C or higher. B. Z275 coating designation prepainted by coil-coating process to comply with ASTM A 755/A 755M. dead soft. Surface: Manufacturer's standard clear acrylic coating on both sides. suitable for high temperatures over 111 deg C. Two-Coat Fluoropolymer: AAMA 621. Stainless-Steel Sheet: ASTM A 240/A 240M. Type II (No. polyester-enamel topcoat. 4 (polished directional satin) finish. Type 304. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M. with release-paper backing.or SBS-modified asphalt adhesive. Thermal Stability: ASTM D 1970. fully annealed. C. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. DUBAI. 2. Division 07 Section 076200 Page 5 of 15 Sheet Metal Flashing and Trim .01 GENERAL SPECIFICATIONS ARCHITECTURE c.005 mm for primer and 0. Grade Sn96. hardware bronze or passivated Series 300 stainless steel. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel. B. For Copper: ASTM B 32. General: Blind fasteners or self-drilling screws.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. protective coatings. C. 2. Fasteners: Wood screws. 4. self-locking rivets and bolts. Fasteners for Stainless-Steel Sheet: Series 300 stainless steel. Elastomeric Sealant: ASTM C 920. Spikes and Ferrules: Same material as gutter. nonsag. 3. 3. Solder: 1. nontoxic. gasketed. elastomeric silicone polymer sealant. class. MISCELLANEOUS MATERIALS General: Provide materials and types of fasteners. sealants. grade. content of 0. For Zinc-Coated (Galvanized) Steel: ASTM B 32. with hex-washer head. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. DUBAI. b. a.01 GENERAL SPECIFICATIONS ARCHITECTURE D. m minimum. 60 percent tin and 40 percent lead with maximum lead content of 0. and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal unless otherwise indicated. of type. 0. c.2 percent. 5. UAE Title: DOCUMENT VOLUME 02. D.2 percent. and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal. Sealant Tape: Pressure-sensitive. with acid flux of type recommended by stainless-steel sheet manufacturer. and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. Provide permanently elastic. 2. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. 2.4 A. polyisobutylene compound sealant tape with release-paper backing. nonstaining tape 13 mm wide and 3 mm thick. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating. 50 percent tin and 50 percent lead or Grade Sn60. Fasteners for Copper Sheet: Copper. E. 100 percent solids. Slip Sheet: Rosin-sized building paper. For Stainless Steel: ASTM B 32. Division 07 Section 076200 Page 6 of 15 Sheet Metal Flashing and Trim . Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.16 kg/sq. 1. with spike with ferrule matching internal gutter width. annular threaded nails. self-tapping screws. solder. of same metal as reglet. FABRICATION. 2. the following: 2. 1. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim. geometry. Form expansion joints of intermeshing hooked flanges. 1. dimensions. GENERAL General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design. true to line. and compatible with flashing indicated with factory-mitered and -welded corners and junctions and with interlocking counterflashing on exterior face. Conceal fasteners and expansion provisions where possible. metal thickness. but are not limited to. formed to provide secure interlocking of separate reglet and counterflashing pieces.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 0. of consistency required for application. Manufacturers: Subject to compliance with requirements. aluminum seam-cementing compound. and with exposed edges folded back to form hems. buckling. Division 07 Section 076200 Page 7 of 15 Sheet Metal Flashing and Trim . single-component. levels. solvent-release butyl rubber sealant. Galvanized steel. Do not use exposed fasteners on faces exposed to view. UAE Title: DOCUMENT VOLUME 02. DUBAI. asbestos free. filled with butyl sealant concealed within joints. 3. and tool marks. material. noncorrosive. Use lapped expansion joints only where indicated on Drawings. 2. MANUFACTURED REGLETS Reglets: Units of type. including riveted joints. Obtain field measurements for accurate fit before shop fabrication. G. Epoxy Seam Sealer: Two-part.48 mm thick Copper. recommended by aluminum manufacturer for exterior nonmoving joints. 0.01 GENERAL SPECIFICATIONS ARCHITECTURE F. 1.5 A. Form sheet metal flashing and trim to fit substrates without excessive oil canning. Asphalt Roofing Cement: ASTM D 4586. not less than 25 mm deep. heavy bodied for hooked-type expansion joints with limited movement. provide products by the following provide products by one of the following available manufacturers offering products that may be incorporated into the Work include. polyisobutylene plasticized. and other characteristics of item required. 2. B. H. Finish: Mill. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187. 3. and slopes. Aluminum. Butyl Sealant: ASTM C 1311. Material: Stainless steel. 2. and profile required. I.6 A.56 mm thick. Fabricate sheet metal flashing and trim in shop to greatest extent possible. Rivet joints where necessary for strength.40 mm hick. Furnish with metal hangers from same material as downspouts and anchors. Built-in Gutters: Fabricate to cross section required. outlet tubes. noncorrosive metal. removable leaf screen with sheet metal frame and hardware cloth screen Bronze wire-ball downspout strainer Wire-ball downspout strainer. Accessories: Continuous. Sealant Joints: Where movable. Rivet joints where necessary for strength. 1. Stainless Steel: 0. outlet tubes. B. and other accessories as required. See Drawings. E. H. Copper: 0. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible. form seams. Division 07 Section 076200 Page 8 of 15 Sheet Metal Flashing and Trim .01 GENERAL SPECIFICATIONS ARCHITECTURE C. D. form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. DUBAI. 2. b. Fabricate expansion joints. Downspouts: Fabricate round downspouts to dimensions indicated. Seams: Fabricate nonmoving seams with flat-lock seams. 1. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. UAE Title: DOCUMENT VOLUME 02. Shop fabricate elbows. Hanger Style. Form seams and seal with epoxy seam sealer. removable leaf screen with sheet metal frame and hardware cloth screen Wire-ball downspout strainer Valley baffles. of size recommended by cited sheet metal standard but with thickness not less than twice the gutter thickness. Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Tin edges to be seamed. Fabricate from the Following Materials: a. Fabricate in minimum 2400-mm. and solder. but not less than thickness of metal being secured.long sections. Seams: Fabricate nonmoving seams with flat-lock seams. complete with end pieces. expansion-joint covers. with riveted and soldered joints. ROOF-DRAINAGE SHEET METAL FABRICATIONS Hanging Gutters: Fabricate to cross section required.7 A.55 mm thick. and other special accessories as required. 2.long sections. Fabricate in minimum 2400-mm. F. Furnish flat-stock gutter brackets and gutter spacers and straps fabricated from same metal as gutters. complete with mitered elbows. nonexpansion-type joints are required. C. and gutter accessories from same metal as gutters. Fabricate expansion joints and accessories from same metal as gutters unless otherwise indicated. Accessories: Continuous.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. complete with end pieces. G. 1. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application. wide wall flanges to interior. Stainless Steel: 0.27 mm thick. Aluminum: 0. Galvanized Steel: 0.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Miter corners.6-m.27 mm thick. Page 9 of 15 Sheet Metal Flashing and Trim . Aluminum: 1. sections.48 mm thick.48 mm thick. Fabricate from the following materials: 1. b.long.long.6-m. Fabricate from the following materials: a. Galvanized Steel: 0.56 mm thick. 2. Galvanized Steel: 0. Splash Pans: Fabricate to dimensions and shape required and from the following materials: 1. 1. 1.71 mm thick. 3. Stainless Steel: 0. complete with outlet tubes. Galvanized Steel: 0. E.long sections. but not exceeding 3. 2. and base extending 100 mm beyond cant or tapered strip into field of roof. Fabricate from the Following Materials: a. Conductor Heads: Fabricate conductor heads with flanged back and stiffened top edge and of dimensions and shape required.02 mm thick. Aluminum: 0.81 mm thick. 3. 2. c. c. Parapet Scuppers: Fabricate scuppers to dimensions required. UAE Title: DOCUMENT VOLUME 02. Stainless Steel: 0. Stainless Steel: 0. Furnish with continuous cleats to support edge of external leg and interior leg.81 mm thick. Furnish with 150-mm. DUBAI. Fabricate from the following materials: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.wide. Aluminum: 0. joint cover plates. Fabricate from the Following Materials: a. but not exceeding 3.64 mm thick. Division 07 Section 076200 Aluminum: 1.8 A. b. Shop fabricate interior and exterior corners. Fabricate joint plates of same thickness as copings.48 mm thick. Galvanized Steel: 1. Stainless Steel: 0.61 mm thick. with closure flange trim to exterior. D.71 mm thick. c.40 mm thick. Copings: Fabricate in minimum 2400-mm.long. b. B.40 mm thick.02 mm thick. LOW-SLOPE ROOF SHEET METAL FABRICATIONS Roof Edge Flashing Gravel Stop and Fascia Cap: Fabricate in minimum 2400-mm. 2. Shop fabricate interior and exterior corners.71 mm thick. 100-mm. Stainless Steel: 0. F. Aluminum: 1. Counterflashing and Flashing Receivers: Fabricate from the following materials: 1. and Backer Flashing: Fabricate from the following materials: 1.55 mm thick .40 mm thick. Galvanized Steel: 0.71 mm thick. E. Aluminum: 0. Valley Flashing: Fabricate from the following materials: 1.81 mm thick. Drip Edges: Fabricate from the following materials: 1. Rake. 4. UAE Title: DOCUMENT VOLUME 02. Stainless Steel: 0.71 mm thick. 3. 5.71 mm thick. Roof-Drain Flashing: Fabricate from the following materials: 1. Aluminum-Zinc Alloy-Coated Steel: 0. Stainless Steel: 0. Stainless Steel: 0.56 mm thick.56 mm thick. 2.81 mm thick.48 mm thick. 3. 2. Galvanized Steel: 0. 2. 2. Stainless Steel: 0.40 mm thick. Ridge.9 A. 2. STEEP-SLOPE ROOF SHEET METAL FABRICATIONS Apron. Galvanized Steel: 0. Step.56 mm thick. Stainless Steel: 0. 3. Roof-Penetration Flashing: Fabricate from the following materials: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Galvanized Steel: 0. and Hip Flashing: Fabricate from the following materials: 1. Cricket. Base Flashing: Shop fabricate interior and exterior corners.81 mm thick.02 mm thick. Stainless Steel: 0. Aluminum: 1. D. 2. Galvanized Steel: 0. 3. 2. Aluminum: 0. D. Copper: 0. B. Fabricate from the following materials: 1.40 mm thick. C. DUBAI.81 mm thick.56 mm thick. Stainless Steel: 0.48 mm thick.48 mm thick. Aluminum: 0. Eave. F. Division 07 Section 076200 Page 10 of 15 Sheet Metal Flashing and Trim . Galvanized Steel: 0. Aluminum: 0.48 mm thick. wrinkle free. WALL SHEET METAL FABRICATIONS Through-Wall Flashing: Fabricate continuous flashings in minimum 2400-mm.10 A.48 mm thick. Prime substrate if recommended by underlayment manufacturer.71 mm thick. Fabricate from the following materials: 1. Wall Expansion-Joint Cover: Fabricate from the following materials: 1. Stainless Steel: 0. sections. 2. and form with 50-mm. Aluminum: 0. Apply in shingle fashion to shed water.81 mm thick.EXECUTION 3.high. Stainless Steel: 0. end dams. Roll laps and edges with roller. end dams. Synthetic Underlayment: Install synthetic underlayment. Overlap side edges not less than 90 mm. Opening Flashings in Frame Construction: Fabricate head. B. Cover underlayment within 14 days. with lapped joints of not less than 50 mm.1 A. PART 3 . and similar flashings to extend 100 mm beyond wall openings. and at shelf angles.40 mm thick. using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. but not exceeding 3. UAE Title: DOCUMENT VOLUME 02. Galvanized Steel: 0.40 mm thick. B.40 mm thick. and similar flashings to extend 150 mm beyond each side of wall openings. according to manufacturers' written instructions. 3. under copings. use primer for installing underlayment at low temperatures.high. Stainless Steel: 0. DUBAI. Fabricate from the following materials: 1. with end laps of not less than 150 mm staggered 600 mm between courses. C. 2. Galvanized Steel: 0. wrinkle free. Apply in shingle fashion to shed water. C. Form head and sill flashing with 50-mm. UNDERLAYMENT INSTALLATION Felt Underlayment: Install felt underlayment. wrinkle free. 2. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment. jamb. sill. 3. Aluminum: 1. Stainless Steel: 0. Division 07 Section 076200 Page 11 of 15 Sheet Metal Flashing and Trim . and using adhesive where possible to minimize use of mechanical fasteners under sheet metal. Galvanized Steel: 0.long.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.6-m. Comply with temperature restrictions of underlayment manufacturer for installation.long. sill.56 mm thick. Fabricate discontinuous lintel.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.02 mm thick.56 mm thick. 3. 2 A. GENERAL General: Anchor sheet metal flashing and trim and other components of the Work securely in place. or cementitious construction. install underlayment and cover with slip sheet. protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener manufacturer to achieve maximum pull-out resistance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C." Division 07 Section 076200 Page 12 of 15 Sheet Metal Flashing and Trim . Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. neat seams with minimum exposure of solder. solder. 2. Cover and seal fasteners and anchors as required for a tight installation. B. Seal joints as required for watertight construction. or where metal contacts pressure-treated wood or other corrosive substrates. levels. F. and slopes. not less than 25 mm deep. Bend tabs over fasteners. Form expansion joints of intermeshing hooked flanges.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Install sheet metal flashing and trim true to line. 2. and sealant. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants. filled with sealant concealed within joints. Use fasteners. 3. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates. Install exposed sheet metal flashing and trim with limited oil canning. 1. INSTALLATION. sealants. Metal Protection: Where dissimilar metals contact each other. and other miscellaneous items as required to complete sheet metal flashing and trim system. Attach each cleat with at least two fasteners.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Use lapped expansion joints only where indicated on Drawings. 1. 4. E. D. separators. Space movement joints at maximum of 3 m with no joints within 600 mm of corner or intersection. Coat concealed side of stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood. and free of buckling and tool marks. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. protective coatings. DUBAI. with provisions for thermal and structural movement. 2. Provide uniform. 5. Space cleats not more than 300 mm apart. Torch cutting of sheet metal flashing and trim is not permitted. welds. UAE Title: DOCUMENT VOLUME 02. ferrous metal. 2. B. using solder for stainless steel and acid flux. but not exceeding. Completely remove flux and spatter from exposed surfaces. Install continuous gutter screens on gutters with noncorrosive fasteners.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Provide end closures and seal watertight with sealant. reduce pre-tinning where pre-tinned surface would show in completed Work. Provide hangers with fasteners designed to hold downspouts securely to walls. Do not use torches for soldering. Lap ends minimum of 100 mm. Install underlayment layer in built-in gutter trough and extend to drip edge at eaves and under underlayment on roof sheathing. D. Provide for thermal expansion. using solder for copper. however. Set in asphalt roofing cement or elastomeric sealant compatible with the substrate. removable for cleaning gutters. 2. Install gutter with expansion joints at locations indicated. Provide for thermal expansion. 3. Install gutter with expansion joints at locations indicated. Locate hangers at top and bottom and at approximately 1500 mm o. Built-in Gutters: Join sections with riveted and soldered joints. Stagger end laps between succeeding courses at least 1830 mm. Slope to downspouts. E. Do not solder metallic-coated steel and aluminum sheet.24 m apart. DUBAI. UAE Title: DOCUMENT VOLUME 02. Soldered Joints: Clean surfaces to be soldered. Coordinate installation of roof perimeter flashing with installation of roof-drainage system. 4. 1. 15. Provide end closures and seal watertight with sealant. Comply with solder manufacturer's recommended methods for cleaning and neutralization.c. Slope to downspouts. removing oils and foreign matter. Heat surfaces to receive solder.01 GENERAL SPECIFICATIONS ARCHITECTURE G. Fill joint completely. Rivets: Rivet joints in uncoated aluminum where necessary for strength.3 A. H. Fasten with roofing nails. Lap sides minimum of 50 mm over underlying course. and flow solder into joint. 1.24 m apart. 15. Stainless-Steel Soldering: Tin edges of uncoated sheets. Splash Pans: Install where downspouts discharge on low-slope roofs. Install slip sheet over underlayment. 2. Downspouts: Join sections with 38-mm telescoping joints. ROOF-DRAINAGE SYSTEM INSTALLATION General: Install sheet metal roof-drainage items to produce complete roof-drainage system according to cited sheet metal standard unless otherwise indicated. 1. Hanging Gutters: Join sections with riveted and soldered joints. Copper Soldering: Tin edges of uncoated sheets. 5. Division 07 Section 076200 Page 13 of 15 Sheet Metal Flashing and Trim . 3. Attach gutters at eave or fascia to firmly anchor them in position. Pre-tin edges of sheets with solder to width of 38 mm. Install expansion-joint caps. C. Promptly remove acid flux residue from metal after tinning and soldering. Install expansion-joint caps. but not exceeding. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. doors. and cited sheet metal standard. B. Copings: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Install stainless-steel draw band and tighten. extending minimum of 100 mm over base flashing. D. and louvers. F.4 A. set to correct elevation. Lap joints minimum of 100 mm in direction of water flow. G. Extend counterflashing 100 mm over base flashing.5 A. sheet metal manufacturer's written installation instructions. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate. and seams that are permanently watertight and weather resistant. UAE Title: DOCUMENT VOLUME 02. H. and slopes. 3. Expansion-Joint Covers: Install expansion-joint covers at locations and of configuration indicated. DUBAI. Install work with laps. and under roofing membrane. Division 07 Section 076200 Page 14 of 15 Sheet Metal Flashing and Trim . Coordinate installation of wall flashing with installation of wall-opening components such as windows. WALL FLASHING INSTALLATION General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Lap counterflashing joints minimum of 100 mm. C.01 GENERAL SPECIFICATIONS ARCHITECTURE F. joints. levels. over cants or tapered edge strips." Section . Conductor Heads: Anchor securely to wall. B. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. with elevation of conductor head rim at minimum of 25 mm below scupper or gutter discharge. Through-Wall Flashing: Installation of through-wall flashing is specified in Section 042000 "Unit Masonry. Seal with elastomeric butyl sealant and clamp flashing to pipes that penetrate roof." Section 042000 "Unit Masonry." C. Parapet Scuppers: Continuously support scupper. E. ROOF FLASHING INSTALLATION General: Install sheet metal flashing and trim to comply with performance requirements. and set units true to line. 3. and seal flanges to interior wall face. Provide concealed fasteners where possible. Reglets: Installation of reglets is specified in Section 033000 "Cast-in-Place Concrete. Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. jamb. D. Clean and neutralize flux materials. Clean off excess solder. C. UAE Title: DOCUMENT VOLUME 02.6 A. sill. DUBAI. Opening Flashings in Frame Construction: Install continuous head.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. CLEANING AND PROTECTION Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.01 GENERAL SPECIFICATIONS ARCHITECTURE D. and similar flashings to extend 100 mm beyond wall openings. END OF SECTION 076200 Division 07 Section 076200 Page 15 of 15 Sheet Metal Flashing and Trim . 3. Clean off excess sealants. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. INSTALLATION…………………………………………………………………………………… REPAIR AND CLEANING………………………………………………………………………. 2 2 2 2 2 2 2. MISCELLANEOUS MATERIALS………………………………………………………………….1 1..2 EXECUTION…………………………………………………………………………………….3 2..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 2.3 1.0 2.0 1.6 PRODUCTS……………………………………………………………………………………… METAL MATERIALS………………………………………………………………………………. 9 9 10 Division 07 Section 077200 Page 1 of 10 Roof Accessories .ROOF ACCESSORIES TABLE OF CONTENTS 1..5 2.5 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… CLOSEOUT SUBMITTALS……………………………………………………………………….1 3. HEAT AND SMOKE VENTS……………………………………………………………………. WARRANTY……………………………………………………………………………………….1 2.2 1. 2 2 4 4 5 6 7 3. DUBAI... UAE Title: DOCUMENT VOLUME 02..0 3.4 2. ROOF CURBS……………………………………………………………………………………. EQUIPMENT SUPPORTS………………………………………………………………………… ROOF HATCH…………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 077200 .4 1. 5.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 077200 . SUMMARY Section Includes: 1. WARRANTY Special Warranty on Painted Finishes: Manufacturer's standard form in which manufacturer agrees to repair finishes or replace roof accessories that show evidence of deterioration of factory-applied finishes within 10 years from date of Substantial Completion. CLOSEOUT SUBMITTALS Operation and maintenance data.1 A. PART 2 . drawn to scale. Z275 coating designation.4 A.2 A. METAL MATERIALS Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M. B. Mill-Phosphatized Finish: Manufacturer's standard for field painting. ACTION SUBMITTALS Product Data: For each type of roof accessory indicated.GENERAL 1. C. 2. Roof hatches.1 A. Shop Drawings: For roof accessories.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Equipment supports. Hatch-type heat and smoke vents. Roof curbs. 3. 1. and coordinating penetrations and roofmounted items. 4. Warranty: Sample of special warranty.3 A. UAE Title: DOCUMENT VOLUME 02. Dropout-type heat and smoke vents.PRODUCTS 2. Samples: For each exposed product and for each color and texture specified. 1. 1. B. 1.ROOF ACCESSORIES PART 1 . 1. INFORMATIONAL SUBMITTALS Coordination Drawings: Roof plans. DUBAI.5 A. Division 07 Section 077200 Page 2 of 10 Roof Accessories . baked-on epoxy primer coat. AZM150 coated. Class II.005 mm. Factory Prime Coating: Where field painting is indicated. system consisting of primer and fluoropolymer color topcoat containing not less than 70 percent PVDF resin by weight. B.010 mm or thicker. 4. factory-applied.005 mm. system consisting of primer and fluoropolymer color topcoat containing not less than 70 percent PVDF resin by weight Baked-Enamel or Powder-Coat Finish: Manufacturer's standard two-coat. Factory Prime Coating: Where field painting is indicated. C. 2. baked-on finish consisting of prime coat and thermosetting topcoat. AAMA 621. apply pretreatment and white or light-colored.025 mm for topcoat. D. 1. Class II. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard two-coat. baked-on finish consisting of prime coat and thermosetting topcoat. with a minimum dry film thickness of 0. 0. apply pretreatment and white or light-colored. Mill Finish: As manufactured. with a minimum dry film thickness of 0. system consisting of primer and fluoropolymer color topcoat containing not less than 70 percent PVDF resin by weight. finished to match assembly where used. 3. E. 1. apply pretreatment and white or light-colored. Stainless-Steel Sheet and Shapes: ASTM A 240/A 240M or ASTM A 666. Color Anodic Finish: AAMA 611. 6. AAMA 621.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Aluminum Sheet: ASTM B 209M. manufacturer's standard alloy for finish required. factory-applied. Steel Shapes: ASTM A 36/A 36M. manufacturer's standard alloy and temper for type of use. otherwise mill finished. 4.005 mm. with temper to suit forming operations and performance required. 3. baked-on epoxy primer coat. AAMA 620.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. with a minimum dry film thickness of 0. Exposed Coil-Coated Finish: Two-coat fluoropolymer finish. baked-on epoxy primer coat. UAE Title: DOCUMENT VOLUME 02. 5.04 mm. Aluminum Extrusions and Tubes: ASTM B 221M. 0. Exposed Coil-Coated Finish: Two-coat fluoropolymer finish. 2.010 mm or thicker. factory-applied. Exposed Coil-Coated Finish: Two-coat fluoropolymer finish. with a minimum dry film thickness of 0. Factory Prime Coating: Where field painting is indicated. Type 304. Clear Anodic Finish: AAMA 611. F. with a minimum dry film thickness of 0. Baked-Enamel or Powder-Coat Finish: AAMA 2603 except with a minimum dry film thickness of 0. 3.025 mm for topcoat. Division 07 Section 077200 Page 3 of 10 Roof Accessories . hot-dip galvanized according to ASTM A 123/A 123M unless otherwise indicated. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M. DUBAI. Finish 1 (smooth or polished). in one direction and 300 mm o. 1. universal shop primer compatible with substrate and field-applied finish paint system indicated. Finish: No. Wood Nailers: Softwood lumber. Acrylic Glazing: ASTM D 4802. 2. 2D. B.c. Color: As selected by Architect from manufacturer's full range. Finish: Baked enamel or powder coat. C. sealants. F. Division 07 Section 077200 Page 4 of 10 Roof Accessories . pressure treated with waterborne preservatives for aboveground use. and other miscellaneous items required by manufacturer for a complete installation. Sealants: As recommended by roof accessory manufacturer for installation indicated. ASTM A 1011/A 1011M steel bars spaced 150 mm o. directional polish finish. Match finish of exposed fasteners with finish of material being fastened. thermoformable.01 mm thick. Material: Zinc-coated (galvanized) steel sheet. and integrally formed deck-mounting flange at perimeter bottom. Color: As selected by Architect from manufacturer's full range. Provide nonremovable fastener heads to exterior exposed fasteners. containing no arsenic or chromium. E. in the other. Finish: Baked enamel or powder coat .98 mm thick. 1.2 A. acceptable to authorities having jurisdiction. 2. ROOF CURBS Roof Curbs: Internally reinforced roof-curb units with integral spring-type vibration isolators and capable of supporting superimposed live and dead loads. D. G. factory finished with manufacturer's or fabricator's standard.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.. with welded or mechanically fastened and sealed corner joints. monolithic sheet.3 A. Polycarbonate Glazing: Thermoformable. B. Security Grilles: 19-mm diameter.c. DUBAI.28 mm thick. stepped integral metal cant raised the thickness of roof insulation. Fasteners: Roof accessory manufacturer's recommended fasteners suitable for application and metals being fastened. burglar-resistance rated according to UL 972 with an average impact strength of 640 to 854 J/m of width when tested according to ASTM D 256. Material: Aluminum sheet. manufacturer's standard. Method A (Izod). integral metal cant. including equipment loads and other construction indicated on Drawings. 2. C. D. not less than 38 mm thick. 2. UAE Title: DOCUMENT VOLUME 02. Material: Stainless-steel sheet. 2. 1. and complying with AWPA C2. monolithic polycarbonate sheets manufactured by extrusion process. MISCELLANEOUS MATERIALS General: Provide materials and types of fasteners. Type UVA (formulated with UV absorber). 1. protective coatings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. integral metal cant. Construction: 1. Finish: Baked enamel or powder coat . Division 07 Section 077200 Page 5 of 10 Roof Accessories . removable. Security Grille: Provide where indicated. Color: As selected by Architect from manufacturer's full range . 2. Sloping Roofs: Where roof slope exceeds 1:48. D. with welded or mechanically fastened and sealed corner joints. Factory-installed wood nailer at top of curb. Material: Stainless-steel sheet. UAE Title: DOCUMENT VOLUME 02. fabricate curb with perimeter curb height tapered to accommodate roof slope so that top surface of perimeter curb is level.4 A. Finish: Baked enamel or powder coat . Factory-installed continuous wood nailers 140 mm wide at tops of equipment supports. Liner: Same material as curb. B. 2. 5. 4. Insulation: Factory insulated with 38-mm. Color: As selected by Architect from manufacturer's full range. 2. Liner: Same material as equipment support. and integrally formed deck-mounting flange at perimeter bottom. C. Construction: 1. On ribbed or fluted metal roofs. Metal Counterflashing: Manufacturer's standard. 2D. of manufacturer's standard thickness and finish. EQUIPMENT SUPPORTS Equipment Supports: Internally reinforced metal equipment supports capable of supporting superimposed live and dead loads. of manufacturer's standard thickness and finish. Insulation: Factory insulated with 38-mm. DUBAI.01 mm thick. 1. 5. stepped integral metal cant raised the thickness of roof insulation. 2. fabricated of same metal and finish as equipment support. 4. 3. 8. 2.98 mm thick. On ribbed or fluted metal roofs.01 GENERAL SPECIFICATIONS ARCHITECTURE E.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Material: Zinc-coated (galvanized) 2. 1. form deck-mounting flange at perimeter bottom to conform to roof profile. Fabricate curbs to minimum height of 300 mm unless otherwise indicated. 3. form deck-mounting flange at perimeter bottom to conform to roof profile. continuous around curb perimeter. Finish: No. including equipment loads and other construction indicated on Drawings.28 mm thick. 6. 1.thick glass-fiber board insulation. E. Top Surface: Level around perimeter with roof slope accommodated by sloping the deck-mounting flange. Equip unit with water diverter or cricket on side that obstructs water flow. directional polish finish .thick glass-fiber board insulation. Material: Aluminum sheet. 1. 2. 7. 2. Hatch Lid: Opaque. 750 by 900 mm 750 by 1370 mm.95-kPa internal uplift load. 1. continuous lid-to-curb counterflashing and weathertight perimeter gasketing. Dome Glazing: Minimum 1. 5. 1.9-kPa external live load and 0. Type and Size: Double-leaf lid. H.95-kPa internal uplift load.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. On ribbed or fluted metal roofs.9-kPa external live load and 0. DUBAI. and integrally formed deck-mounting flange at perimeter bottom. stepped integral metal cant raised the thickness of roof insulation. 3. 2. 2. B. Finish: Baked enamel or powder coat . Construction: 1. 2. E.01 mm thick. Hatch Material: Aluminum sheet. Security Grille: Provide where indicated. 1. Finish: 2D. Loads: Minimum 1.98 mm thick. 1.28 mm thick.5 A. 7. form flange at perimeter bottom to conform to roof profile. Equip supports with water diverters or crickets on sides that obstruct water flow. with manufacturer's standard metal liner of same material and finish as outer metal lid. Curb Liner: Manufacturer's standard. insulated. Sloping Roofs: Where roof slope exceeds 1:48. C. Fabricate curbs to minimum height of 300 mm unless otherwise indicated. directional polish finish . welded or mechanically fastened and sealed corner joints. UAE Title: DOCUMENT VOLUME 02. 2. Fabricate equipment supports to minimum height of 300 mm unless otherwise indicated. insulated. of same material and finish as metal curb. ROOF HATCH Roof Hatches: Metal roof-hatch units with lids and insulated double-walled curbs. G. Color: As selected by Architect from manufacturer's full range . 1. 1830 by 2440 mm D. Insulation: Glass-fiber board. and double walled. Finish: Baked enamel or powder coat . integral metal cant. Division 07 Section 077200 Page 6 of 10 Roof Accessories . Color: As selected by Architect from manufacturer's full range. 4. 6. Hatch Material: Zinc-coated (galvanized) steel sheet. Hatch Material: Stainless-steel sheet. Hatch Lid: Glazed. 8. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE 6. Type and Size: Single-leaf lid. fabricate each support with height to accommodate roof slope so that tops of supports are level with each other. with manufacturer's standard metal liner of same material and finish as outer metal lid. and double walled. F. integral condensation gutter. with double-walled insulated curbs.or pintle-type hinge system. welded or mechanically fastened and sealed corner joints. Provide two-point latch on lids larger than 2130 mm. Division 07 Section 077200 Page 7 of 10 Roof Accessories . UAE Title: DOCUMENT VOLUME 02. and cap flashing. butt. Sloping Roofs: Where slope or roof deck exceeds 1:48. and padlock hasps inside and outside. Framing. fasteners. and equip with automatic self-lifting mechanisms and ULlisted fire-suppression system smoke-detection system.6 A. 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Hardware: Galvanized-steel spring latch with turn handles. 3. Post locks in place on full extension. 1. 2. 1. 3. Hatch-Lid Glazing: Minimum 1. safety barrier at railing opening. 4.01 GENERAL SPECIFICATIONS ARCHITECTURE 7.5-kPa snow or wind load and lock in position. K. 2. clamps. lid shall open against 0.4-kPa internal uplift load. Hatch-Lid Glazing: Double glazing of thickness capable of resisting indicated loads. 2. L. I. Ladder-Assist Post: Roof-hatch manufacturer's standard device for attachment to roof-access ladder. and accessories required for a complete installation. Curb. 2.23 requirements and authorities having jurisdiction. Inner Double-Dome Color: As selected by Architect from manufacturers full range. release mechanism returns post to closed position. Single-Dome Color: As selected by Architect from manufacturers full range. 750 by 1370 mm Type and Size: Double-leaf lid.9-kPa external live load and 1. Type and Size: Single-leaf lid. When release is actuated. Outer Double-Dome Color: As selected by Architect from manufacturers full range. 1. Equip hatch with water diverter or cricket on side that obstructs water flow. HEAT AND SMOKE VENTS Hatch-Type Heat and Smoke Vents: Manufacturer's standard. 1830 by 2440 mm Loads: Minimum 1. a. Heat and Smoke Vent Standard: Provide units that have been tested and listed to comply with UL 793 and are FM Approved. Fabricate with insulated double-walled lid and continuous weathertight perimeter lid gaskets. fabricate curb with perimeter curb height that is tapered to accommodate roof slope so that top surfaces of perimeter curb are level. DUBAI. Provide remote-control operation. and Lid Material: Zinc-coated (galvanized) First option in first subparagraph below applies only to zinc-coated (galvanized) steel sheet. attached to roof hatch and complying with 29 CFR 1910.9-kPa external live load and 0. Safety Railing System: Roof-hatch manufacturer's standard system including rails.95-kPa internal uplift load. J. b. welded or mechanically fastened and sealed corner joints. Curb and Framing Material: Zinc-coated (galvanized) steel sheet. 2D. 2. and Lid Material: Stainless-steel sheet. 2. Exterior Curb Liner: Manufacturer's standard. Color: As selected by Architect from manufacturer's full range Curb. Loads: Minimum 1.9-kPa external live load and 0. 7. Dome Glazing: Minimum uplift load. corrosion resistant or hot-dip galvanized. cap flashing. Dropout-Type Heat and Smoke Vents: Manufacturer's standard. Equip hatch with water diverter or cricket on side that obstructs water flow. 9. 8. a. Insulation: Glass-fiber board. and double walled. Construction: a. DUBAI. with double-walled insulated curbs and frame. a. Finish: Baked enamel or powder coat . 10. b. Sloping Roofs: Where slope or roof deck exceeds 1:48. Framing.98 mm thick. Finish: Baked enamel or powder coat .9-kPa external live load and 1. b. Security Grille: Provide where indicated. integral condensation gutter. and independent manual-release devices for inside and outside operation of lids. Color As selected by Architect from manufacturer's full range . with manufacturer's standard metal liner of same material and finish as outer metal lid.95-kPa internal Heat and Smoke Vent Standard: Provide units that have been tested and listed to comply with UL 793 and are FM Approved.01 mm thick. B. directional polish finish . c. 1. Hatch Lid: Opaque. Curb. hold-open devices. 3. and heat-sensitive dome glazing that will deform and drop out of vent opening according to heat and smoke vent standard indicated. Finish: Manufacturer's standard No. f. and Lid Material: Aluminum sheet. UAE Title: DOCUMENT VOLUME 02. and double walled. As selected by Architect from manufacturer's full range Hardware: Manufacturer's standard. 2. a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. g.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Hatch-Lid Glazing: Double glazing of thickness capable of resisting indicated loads. with hinges.28 mm thick. 1. Framing. with manufacturer's standard metal liner of same material and finish as outer metal lid. fabricate curb with perimeter curb height that is tapered to accommodate roof slope so that top surfaces of perimeter curb are level. d. b. Division 07 Section 077200 Page 8 of 10 Roof Accessories . of same material and finish as metal curb. insulated.4-kPa internal uplift load. Hatch Lid: Glazed. insulated. gravity operated and automatic. 6. Fabricate curbs to minimum height of 300 mm unless otherwise indicated. 1. e. EXECUTION 3. b. Anchor roof accessories securely in place so they are capable of resisting indicated loads.28 mm thick. Fabricate curbs to minimum height of 300 mm unless otherwise indicated. UAE Title: DOCUMENT VOLUME 02. a. c. Dome Glazing: Double polycarbonate glazing of thickness capable of resisting indicated loads. b. a. Color: As selected by Architect from manufacturer's full range Curb and Framing Material: Stainless-steel sheet. PART 3 . corrosion resistant or hot-dip galvanized. a. Sloping Roofs: Where slope of roof deck exceeds 1:48. 5. Finish: No. hold-open devices. Insulation: Glass-fiber board.98 mm thick.1 A. jogs in alignment. Finish: Baked enamel or powder coat . b.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Exterior Curb Liner: Manufacturer's standard. 6. and without warping. 2. c. Equip unit with water diverter or cricket on side that obstructs water flow. Install roof accessories level. with hinges. 8. 2D. Construction: a. Finish: Baked enamel or powder coat . 1. of same material and finish as metal curb. Outer Double-Dome Color: As selected by Architect from manufacturer's full range. Color: As selected by Architect from manufacturer's full range. or tool marks. Install roof accessories according to manufacturer's written instructions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. 7. excessive oil canning. plumb. b. fabricate curb with perimeter curb height that is tapered to accommodate roof slope so that top surfaces of perimeter curb are level. and independent manual-release devices for inside and outside operation of lids. Division 07 Section 077200 Page 9 of 10 Roof Accessories . Inner Double-Dome Color: As selected by Architect from manufacturer's full range. buckling. 1. 2. Curb and Framing Material: Aluminum sheet. Single-Dome Color: As selected by Architect from manufacturer's full range. true to line and elevation. 4. directional polish finish . d. INSTALLATION General: Verify dimensions of roof openings for roof accessories. Hardware: Manufacturer's standard. 3. Coat concealed side of uncoated aluminum stainless-steel roof accessories with bituminous coating where in contact with wood. 1. Security Grilles: Weld bar intersections and. B. REPAIR AND CLEANING Galvanized Surfaces: Clean field welds. and abraded areas and repair galvanizing according to ASTM A 780. rattling. D. ferrous metal. attach the ends of bars to structural frame or primary curb walls. 4. or loosening of fasteners and seals. Touch up factory-primed surfaces with compatible primer ready for field painting according to Section 099113 "Exterior Painting" and Section 099123 "Interior Painting. DUBAI. Underlayment: Where installing roof accessories directly on cementitious or wood substrates. sealants. separators. bolted connections.2 A. or cementitious construction. or install a course of polyethylene sheet. END OF SECTION 077200 Division 07 Section 077200 Page 10 of 10 Roof Accessories .01 GENERAL SPECIFICATIONS ARCHITECTURE 3. UAE Title: DOCUMENT VOLUME 02. Seal joints with sealant as required by roof accessory manufacturer. install a course of felt underlayment and cover with a slip sheet. Use fasteners. and other miscellaneous items as required to complete installation of roof accessories and fit them to substrates. B.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. leaking. C." C. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. 2. Install roof accessories to resist exposure to weather without failing. using tamper-resistant bolts. Replace roof accessories that have been damaged or that cannot be successfully repaired by finish touchup or similar minor repair procedures. 2 2 2 2 2 2 2.4 3.5 EXECUTION…………………………………………………………………………………….0 3.3 PRODUCTS……………………………………………………………………………………… MATERIALS.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078100 ..3 1.2 3.0 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.. CLEANING AND REPAIRING…………………………………………………………………… 4 4 4 4 5 5 Division 07 Section 078100 Page 1 of 5 Applied Fireproofing . GENERAL…………………………………………………………………………. SPRAYED FIRE RESISTIVE MATERIALS…………………………………………………………..1 1. EXAMINATION…………………………………………………………………………………… PREPARATION……………………………………………………………………………………. APPLICATION……………………………………………………………………………………. AUXILLARY MATERIALS………………………………………………………………………….2 2. UAE Title: DOCUMENT VOLUME 02..0 2.3 3.4 1. ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… QUALITY ASSURANCE…………………………………………………………………………. DUBAI...1 3.1 2.2 1.. FIELD QUALITY CONTROL……………………………………………………………………….APPLIED FIREPROOFING TABLE OF CONTENTS 1. 3 3 4 4 3.5 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… PREINSTALLATION MEETINGS…………………………………………………………………. GENERAL 1. documentation including printed statement of VOC content.2 A.3 A. Section 099646 "Intumescent Painting" for intumescent paints that are fire retarding but not fire resistive. B. 1. Related Requirements: 1. 1. SUMMARY Section includes sprayed fire-resistive materials (SFRM). 2.2: For paints and coatings. Division 07 Section 078100 Page 2 of 5 Applied Fireproofing . PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. 1.APPLIED FIREPROOFING PART 1 .4 A. ACTION SUBMITTALS Product Data: For each type of product. LEED Submittals: 1. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using SmallScale Environmental Chambers.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH." INFORMATIONAL SUBMITTALS Product certificates. 1. licensed. DUBAI.5 A. Evaluation reports.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078100 . QUALITY ASSURANCE Installer Qualifications: A firm or individual certified. Field quality-control reports.1 A. B. or otherwise qualified by fireproofing manufacturer as experienced and with sufficient trained staff to install manufacturer's products according to specified requirements. Product Data for Credit EQ 4. C. B. UAE Title: DOCUMENT VOLUME 02. Laboratory Test Reports for Credit EQ 4: For paints and coatings used inside the weatherproofing system. Section 078123 "Intumescent Fireproofing" for mastic and intumescent fire-resistive coatings. 2. Subpart D (EPA Method 24): 1. Steel members are to be considered unrestrained unless specifically noted otherwise. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L. SPRAYED FIRE-RESISTIVE MATERIALS SFRM : Manufacturer's standard. Bond Strength: Minimum 20. factory-mixed. DUBAI. Asbestos: Provide products containing no detectable asbestos. whichever is thicker. UAE Title: DOCUMENT VOLUME 02. VOC Content: Products shall comply with VOC content limits of authorities having jurisdiction and the following VOC limits when calculated according to 40 CFR 59. Division 07 Section 078100 Page 3 of 5 Applied Fireproofing . 2.59-kPa cohesive and adhesive strength based on field testing according to ASTM E 736. Fire-Resistance Design: Indicated on Drawings. Density: Not less than and 350 kg/cu.1 A. B. Low-Emitting Materials: Fireproofing used within the weatherproofing system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 3.2 A. C. 1. lightweight. Application: Designated for exterior use by a qualified testing agency acceptable to authorities having jurisdiction. m and and as specified in the approved fireresistance design. Surface-Burning Characteristics: Flame-spread and smoke-developed indexes of 10 or less according to ASTM E 84. Combustion Characteristics: ASTM E 136. 6. MATERIALS. and Undercoaters: 200 g/L. including auxiliary materials. tested according ASTM E 119 or UL 263 by a qualified testing agency. but not less than 9 mm. Identify products with appropriate markings of applicable testing agency. GENERAL Assemblies: Provide fireproofing. according to requirements of each fire-resistance design and manufacturer's written instructions. measured according to requirements of fire-resistance design or ASTM E 605. 4. according to ASTM E 605. 4.PRODUCTS 2.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . and mixed with water at Project site to form a slurry or mortar before conveyance and application or conveyed in a dry state and mixed with atomized water at place of application. 3. 5. Flat Paints and Coatings: 50 g/L.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Nonflat Paints and Coatings: 150 g/L. Sealers. 2. Thickness: As required for fire-resistance design indicated. complying with indicated fire-resistance design. 2." E. Primers. D. dry formulation. 1. 12. PREPARATION Cover other work subject to damage from fallout or overspray of fireproofing materials during application. B.9 kPa 689 kPa 2068 kPa according to ASTM E 761. Substrate Primers: Primers approved by fireproofing manufacturer. Division 07 Section 078100 Page 4 of 5 Applied Fireproofing .01 GENERAL SPECIFICATIONS ARCHITECTURE 7. 10. spalling. with Installer present. 3. APPLICATION Construct fireproofing assemblies that are identical to fire-resistance design indicated and products as specified.1 A. primers. and substantiated by test reports.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Prime substrates where included in fire-resistance design and where recommended in writing by fireproofing manufacturer unless compatible shop primer has been applied and is in satisfactory condition to receive fireproofing. topcoats. Bonding Agent: Product approved by fireproofing manufacturer D.270 g/sq. 8. 3. DUBAI. sealers. Effect of Impact on Bonding: No cracking. tested. B. spalling. Air Erosion: Maximum weight loss of 0. Compressive Strength: Minimum 68. for compliance with requirements for substrates and other conditions affecting performance of the Work and according to each fire-resistance design. 2. Fungal Resistance: Treat products with manufacturer's standard antimicrobial formulation to result in no growth on specimens per ASTM G 21 or rating of 10 according to ASTM D 3274 when tested according to ASTM D 3273. Topcoat: Suitable for application over applied fireproofing. of type recommended in writing by fireproofing manufacturer for each fire-resistance design.3 A. m in 24 hours according to ASTM E 859. Corrosion Resistance: No evidence of corrosion according to ASTM E 937. and conditions. C. UAE Title: DOCUMENT VOLUME 02. EXAMINATION Examine substrates.2 A. for thickness. or delamination according to ASTM E 760. AUXILIARY MATERIALS General: Provide auxiliary materials that are compatible with fireproofing and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use in fire-resistance designs indicated.EXECUTION 3. areas. and other materials and procedures affecting fireproofing work. or delamination according to ASTM E 759. 9.3 A. PART 3 . 11. Deflection: No cracking. C. Test and inspect as required by the IBC. as applicable to particular conditions of installation and as required to achieve fire-resistance ratings indicated. Prepare test and inspection reports.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. per manufacturer's written instructions.10. and tested and corrections have been made to deficient applications. UAE Title: DOCUMENT VOLUME 02. Following the spraying operation in each area. and apply fireproofing. D. Repair fireproofing damaged by other work before concealing it with other construction. Spray apply fireproofing to maximum extent possible.01 GENERAL SPECIFICATIONS ARCHITECTURE B. CLEANING AND REPAIRING Cleaning: Immediately after completing spraying operations in each containable area of Project. Remove and replace fireproofing that does not pass tests and inspections. B. 1. convey. complete the coverage by trowel application or other placement method recommended in writing by fireproofing manufacturer. DUBAI. inspected. Do not install enclosing or concealing construction until after fireproofing has been applied. 3. Apply additional fireproofing.4 A. FIELD QUALITY CONTROL Special Inspections: Engage a qualified special inspector to perform the following special inspections: 1. Fireproofing will be considered defective if it does not pass tests and inspections. and retest. application procedures. Repair fireproofing by reapplying it using same method as original installation or using manufacturer's recommended trowel-applied product. Comply with fireproofing manufacturer's written instructions for mixing materials. C. END OF SECTION 078100 Division 07 Section 078100 Page 5 of 5 Applied Fireproofing . where test results indicate insufficient thickness. C. remove material overspray and fallout from surfaces of other construction and clean exposed surfaces to remove evidence of soiling. and types of equipment used to mix. 1704.5 A. and retest. 2. B. 4 EXECUTION……………………………………………………………………………………. MASTIC AND INTUMESCENT FIRE RESISTIVE COATINGS….3 1..4 1. 2 2 2 2 2 2 2.. PREPARATION.0 2.2 3. ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….2 2.0 3. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… PREINSTALLATION MEETINGS…………………………………………………………………. GENERAL………………………………………………………………………….1 1.……………………………… AUXILLARY MATERIALS………………………………………………………………………….3 PRODUCTS……………………………………………………………………………………… MATERIALS.1 2.INTUMESCENT FIREPROOFING TABLE OF CONTENTS 1. UAE Title: DOCUMENT VOLUME 02.2 1.…………………………………………………………………………………… APPLICATION….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078123 . CLEANING AND REPAIRING…………………………………………………………………… 4 4 4 5 5 Division 07 Section 078123 Page 1 of 5 Intumescent Fireproofing .. FIELD QUALITY CONTROL……………………………………………………………………….3 3.0 1.1 3. 3 3 3 4 3.………………………………………………………………………………….. Laboratory Test Reports for Credit EQ 4: For paints and coatings. 1. ACTION SUBMITTALS Product Data: For each type of product." Samples: For each exposed product and for each color and texture specified. INFORMATIONAL SUBMITTALS Product certificates.4 A. 1. 2. SUMMARY Section includes mastic and intumescent fire-resistive coatings (MIFRC). LEED/EHS Submittals: 1.2 A. B. DUBAI. 1. C. 2. or otherwise qualified by fireproofing manufacturer as experienced and with sufficient trained staff to install manufacturer's products according to specified requirements. QUALITY ASSURANCE Installer Qualifications: A firm or individual certified. licensed. B.3 A.GENERAL 1. Division 07 Section 078123 Page 2 of 5 Intumescent Fireproofing . Evaluation reports.5 A. Product Data for Credit EQ 4. C. 1. Section 099646 "Intumescent Painting" for intumescent paints that are fire retarding.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. but not fire resistive. Related Requirements: 1.1 A. documentation including printed statement of VOC content.INTUMESCENT FIREPROOFING PART 1 . Section 078100 "Applied Fireproofing" for sprayed fire-resistive materials (SFRM).01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078123 . Field quality-control reports.2: For paints and coatings. B. UAE Title: DOCUMENT VOLUME 02. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Steel members are to be considered unrestrained unless specifically noted otherwise. UAE Title: DOCUMENT VOLUME 02. B. Application: Designated for "exterior" "interior general purpose" and "conditioned interior space purpose" use by a qualified testing agency acceptable to authorities having jurisdiction. Primers. 3. VOC Content: Products shall comply with VOC content limits of authorities having jurisdiction and the following VOC limits when calculated according to 40 CFR 59. Page 3 of 5 Intumescent Fireproofing . 1. measured according to requirements of fire-resistance design. a. 2. Division 07 Section 078123 Color and Gloss: As selected by Architect from manufacturer's full range <. Sealers. 2. DUBAI. multicomponent system consisting of intumescent base coat and topcoat. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Finish: As selected by Architect from manufacturer's standard finishes. 5.2 A. or less according to ASTM E 84. tested according to ASTM E 119 or UL 263 by a qualified testing agency. GENERAL Assemblies: Provide fireproofing. Subpart D (EPA Method 24). Identify products with appropriate markings of applicable testing agency. Fireproofing Exterior Coatings: 350 g/L. Fire-Resistance Design: Indicated on Drawings. factory-mixed.PRODUCTS 2. 4.1 A. Asbestos: Provide products containing no detectable asbestos. 4. Nonflat Paints and Coatings: 150 g/L. according to requirements of each fire-resistance design and manufacturer's written instructions. 1. Low-Emitting Materials: Fireproofing used within the weatherproofing system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. and Undercoaters: 200 g/L. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . and complying with indicated fire-resistance design. Flat Paints and Coatings: 50 g/L. Surface-Burning Characteristics: Flame-spread and smoke-developed indexes of 25 and 50. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L." E. 2. MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS MIFRC: Manufacturer's standard. Thickness: As required for fire-resistance design indicated. including auxiliary materials. respectively. D. MATERIALS. C. AUXILIARY MATERIALS General: Provide auxiliary materials that are compatible with fireproofing and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use in fire-resistance designs indicated. complete the coverage by trowel application or other placement method recommended in writing by fireproofing manufacturer. D. finishing. and other materials and procedures affecting fireproofing work. Construct fireproofing assemblies that are identical to fire-resistance design indicated and products as specified. PART 3 . tested. For applications visible on completion of Project. for compliance with requirements for substrates and other conditions affecting performance of the Work and according to each fire-resistance design. Do not install enclosing or concealing construction until after fireproofing has been applied.EXECUTION 3. Finishes: Where indicated. E. equipment. B. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.3 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. of type recommended in writing by fireproofing manufacturer for each fire-resistance design. Substrate Primers: Primers approved by fireproofing manufacturer. C. or other suspended construction that will interfere with fireproofing application. and conditions. repair substrates to remove surface imperfections that could affect uniformity of texture and thickness in finished surface of fireproofing. C. for thickness.1 A. topcoats. C. PREPARATION Cover other work subject to damage from fallout or overspray of fireproofing materials during application. B. APPLICATION Examine substrates. inspected. Spray apply fireproofing to maximum extent possible. and substantiated by test reports. areas. B. apply fireproofing to produce the following finishes: Division 07 Section 078123 Page 4 of 5 Intumescent Fireproofing . 3. primers. piping. Topcoat: Suitable for application over applied fireproofing. with Installer present. and tested and corrections have been made to deficient applications. Following the spraying operation in each area. UAE Title: DOCUMENT VOLUME 02.2 A. Verify that objects penetrating fireproofing are securely attached to substrates and that substrates receiving fireproofing are not obstructed by ducts. Prime substrates where included in fire-resistance design and where recommended in writing by fireproofing manufacturer unless compatible shop primer has been applied and is in satisfactory condition to receive fireproofing. 3 A. Repair fireproofing damaged by other work before concealing it with other construction.11. Rolled. Spray-Textured Finish: Finish left as spray applied with no further treatment. B. C. and retest. Repair fireproofing by reapplying it using same method as original installation or using manufacturer's recommended trowel-applied product. C. UAE Title: DOCUMENT VOLUME 02. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and retest.4 A. remove material overspray and fallout from surfaces of other construction and clean exposed surfaces to remove evidence of soiling. Prepare test and inspection reports. Remove and replace fireproofing that does not pass tests and inspections. 2. Fireproofing will be considered defective if it does not pass tests and inspections. 1704. 4. per manufacturer's written instructions. 1. CLEANING AND REPAIRING Cleaning: Immediately after completing spraying operations in each containable area of Project. DUBAI. Skip-Troweled Finish: Even leveled surface produced by troweling spray-applied finish to smooth out the texture and neaten edges. where test results indicate insufficient thickness. FIELD QUALITY CONTROL Special Inspections: Engage a qualified special inspector to perform the following special inspections: 1. 3. Test and inspect as required by the IBC. 3. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Apply additional fireproofing. B. END OF SECTION 078123 Division 07 Section 078123 Page 5 of 5 Intumescent Fireproofing . Spray-Textured Finish: Even finish produced by rolling spray-applied finish with a damp paint roller to remove drippings and excessive roughness. Manufacturer's Standard Finishes: Finish according to manufacturer's written instructions for each finish selected. …. PENETRATION FIRE STOPPING…………………………….1 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 1.0 3.3 3.0 2. 2 2 2 2 2 2.2 PRODUCTS……………………………………………………………………………………… MANUFACTURERS….0 1. INSTALLATION…………………………………………………………………………………… IDENTIFICATION………………………………………………………………………………….4 EXECUTION……………………………………………………………………………………..1 2. UAE Title: DOCUMENT VOLUME 02.2 1.……………………………… 3 3 3 3...01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078413 – PENETRATION FIRESTOPPING TABLE OF CONTENTS 1.. FIELD QUALITY CONTROL………………………………………………………………………. DUBAI.1 1. PENETRATION FIRE STOPPING SCHEDULE…………………………………………………… 4 4 4 5 5 Division 07 Section 078413 Page 1 of 7 Penetration Firestopping ..………………………………………………………………………….4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….2 3. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1: For penetration firestopping sealants and sealant primers. 1. Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular penetration firestopping condition.4 A. B.3 A. 2. Product test reports.2 A." Product Schedule: For each penetration firestopping system. SUMMARY Section Includes: 1.1 A. C. documentation including printed statement of VOC content. QUALITY ASSURANCE Installer Qualifications: A firm that has been approved by FM Global according to FM Global 4991. Penetrations in smoke barriers." or been evaluated by UL and found to comply with its "Qualified Firestop Contractor Program Requirements. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 078413 . 1. 1. with modifications marked. ACTION SUBMITTALS Product Data: For each type of product indicated." Division 07 Section 078413 Page 2 of 7 Penetration Firestopping . approved by penetration firestopping manufacturer's fire-protection engineer as an engineering judgment or equivalent fireresistance-rated assembly. Penetrations in fire-resistance-rated walls. Penetrations in horizontal assemblies. Product Data for Credit IEQ 4. B.PENETRATION FIRESTOPPING PART 1 . INFORMATIONAL SUBMITTALS Installer Certificates: From Installer indicating penetration firestopping has been installed in compliance with requirements and manufacturer's written recommendations. LEED/EHS Submittals: 1. "Approval of Firestop Contractors. UAE Title: DOCUMENT VOLUME 02. submit illustration. Include location and design designation of qualified testing and inspecting agency. 3. DUBAI. 2. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using SmallScale Environmental Chambers. Laboratory Test Reports for Credit IEQ 4: For penetration firestopping selants and sealant primers.GENERAL 1. based on testing at a positive pressure differential of 2. based on testing at a positive pressure differential of 2. 2. 2. DUBAI. 1. PART 2 . respectively.025 cu. Penetrations in Fire-Resistance-Rated Walls: Ratings determined per ASTM E 814 or UL 1479.PRODUCTS 2. Penetrations in Horizontal Assemblies: Ratings determined per ASTM E 814 or UL 1479. Provide rated systems bearing marking of qualified testing and inspection agency. m/s per sq. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL 1479. C. Penetration firestopping tests are performed a qualified testing agency acceptable to authorities having jurisdiction.7 Pa at both ambient and elevated temperatures. PENETRATION FIRESTOPPING Provide penetration firestopping that is produced and installed to resist spread of fire according to requirements indicated.1 MANUFACTURERS 2.49 Pa. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Penetration firestopping is identical to those tested per testing standard referenced in "Penetration Firestopping" Article. F-Rating: At least 1 hour.2 A. m of penetration opening at 74. E. but not less than the fire-resistance rating of constructions penetrated. T-Rating: At least 1 hour. F-Rating: Not less than the fire-resistance rating of constructions penetrated. C. Preinstallation Conference: Conduct conference at Project site. with the substrates forming openings. but not less than the fire-resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. B. and maintain original fire-resistance rating of construction penetrated.49 Pa. L-Rating: Not exceeding 0.01 GENERAL SPECIFICATIONS ARCHITECTURE B. D. and with penetrating items if any. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and 450. as determined per ASTM E 84. Fire-Test-Response Characteristics: Penetration firestopping shall comply with the following requirements: 1. 1. Division 07 Section 078413 Page 3 of 7 Penetration Firestopping . Penetration firestopping systems shall be compatible with one another. 1. resist passage of smoke and other gases. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. 2. penetrating items. B. D. Apply materials so they contact and adhere to substrates formed by openings and penetrating items. Low-Emitting Materials: Penetration firestopping sealants and sealant primers shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency for firestopping indicated. and penetrating items as required to achieve fire-resistance ratings indicated. For fill materials that will remain exposed after completing the Work. for compliance with requirements for opening configurations.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE F. 3. substrates. G. Fill voids and cavities formed by openings. 1. After installing fill materials and allowing them to fully cure. 3. Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. PART 3 .EXECUTION 3. C.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. finish to produce smooth. Install fill materials for firestopping by proven techniques to produce the following results: 1. uniform surfaces that are flush with adjoining finishes. Sealant Primers for Porous Substrates: 775 g/L. and other conditions affecting performance of the Work. with Installer present. Subpart D (EPA Method 24): 1. 2. forming materials. accessories. Sealant Primers for Nonporous Substrates: 250 g/L. Sealants: 250 g/L. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. DUBAI. INSTALLATION Examine substrates and conditions. remove combustible forming materials and other accessories not indicated as permanent components of firestopping. VOC Content: Penetration firestopping sealants and sealant primers shall comply with the following limits for VOC content when calculated according to 40 CFR 59." H. UAE Title: DOCUMENT VOLUME 02. Division 07 Section 078413 Page 4 of 7 Penetration Firestopping . C-BJ. UL-Classified Systems: C-AJ. 3. IDENTIFICATION Identify penetration firestopping with preprinted metal or plastic labels.W-K. Where Intertek ETL SEMKO-listed systems are indicated. Proceed with enclosing penetration firestopping with other construction only after inspection reports are issued and installations comply with requirements. B.<Insert four-digit number> 1001-1999. they refer to design numbers in Intertek ETL SEMKO's "Directory of Listed Building Products" under "Firestop Systems. UL-Classified Systems: C-AJ.C-BJ. The words "Warning . FIELD QUALITY CONTROL Owner will engage a qualified testing agency to perform tests and inspections.W-L.F-C. FM Global-Approved Systems: <Insert design numbers>. repair or replace penetration firestopping to comply with requirements.<Insert four-digit number> 0001-0999. or Tubing FS-<#>: 1." Contractor's name.W-N. Intertek ETL SEMKO-Listed Systems: <Insert design number>.2 A.4 A. they refer to design numbers listed in FM Global's "Building Materials Approval Guide" under "Wall and Floor Penetration Fire Stops. Conduit. Where deficiencies are found or penetration firestopping is damaged or removed because of testing.W-J. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. they refer to system numbers in UL's "Fire Resistance Directory" under product Category XHEZ. address. 4.Penetration Firestopping . PENETRATION FIRESTOPPING SCHEDULE Where UL-classified systems are indicated. 2.F-E. Notify Building Management of Any Damage. Include the following information on labels: 1." C. and phone number. 2.W-L.F-A. 3. Intertek ETL SEMKO-Listed Systems: <Insert design numbers>.C-BK.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.F-A.W-J.F-B.3 A. B. Attach labels permanently to surfaces adjacent to and within 150 mm of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. 5. Division 07 Section 078413 Page 5 of 7 Penetration Firestopping .F-B. E.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. UAE Title: DOCUMENT VOLUME 02. Manufacturer's name. 3. Designation of applicable testing and inspecting agency.F-C." D. Where FM Global-approved systems are indicated. Firestopping for Metallic Pipes. 3. 2. 6. Firestopping with No Penetrating Items FS-<#>: 1.Do Not Disturb. Installer's name. C. DUBAI. Date of installation. F. 2. 3. FM Global-Approved Systems: <Insert design number>.F-B. Division 07 Section 078413 Page 6 of 7 Penetration Firestopping .F-B. G. FM Global-Approved Systems: <Insert design number>.W-L. J. 2.W-L.W-J.C-BK. UAE Title: DOCUMENT VOLUME 02.F-A.<Insert four-digit number> 4001-4999.C-BJ. Intertek ETL SEMKO-Listed Systems: <Insert design number>.W-N. Intertek ETL SEMKO-Listed Systems: <Insert design number>.<Insert fourdigit number> 5001-5999.F-A. UL-Classified Systems: C-AJ. Firestopping for Miscellaneous Electrical Penetrants FS-<#>: 1.W-J. H.F-C.W-N.W-L. Intertek ETL SEMKO-Listed Systems: <Insert design number>. UL-Classified Systems: C-AJ. UL-Classified Systems: C-AJ. Intertek ETL SEMKO-Listed Systems: <Insert design number>. Intertek ETL SEMKO-Listed Systems: <Insert design number>. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 2.W-K. UL-Classified Systems: C-AJ. or Tubing FS-<#>: 1.C-BJ. 3.W-K. L.F-A.W-L. FM Global-Approved Systems: <Insert design number>.F-B. Conduit. Firestopping for Miscellaneous Mechanical Penetrants FS-<#>: 1. 2.W-J. FM Global-Approved Systems: <Insert design number>.W-L.<Insert four-digit number> 6001-6999. 2.F-B.W-K.<Insert fourdigit number> 3001-3999. DUBAI.<Insert four-digit number> 7001-7999.C-BJ.F-E.W-N.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. Firestopping for Electrical Cables FS-<#>: 1.W-J. FM Global-Approved Systems: <Insert design number>. Firestopping for Insulated Pipes FS-<#>: 1. I.F-A.F-E.F-A.C-BK.W-J. 2.F-E. FM Global-Approved Systems: <Insert design number>.W-L.F-A. FM Global-Approved Systems: <Insert design number>.<Insert four-digit number> 8001-8999.W-L.W-J.F-C.F-C.<Insert four-digit number> 2001-2999.C-BK.F-C.F-C. 3. K.C-BJ. Firestopping for Nonmetallic Pipe.F-E.W-J. Firestopping for Groupings of Penetrants FS-<#>: 1. 3.F-C.C-BJ.F-E.F-B. UL-Classified Systems: C-AJ.F-A.C-BJ. Firestopping for Cable Trays with Electric Cables FS-<#>: 1.C-BJ. Intertek ETL SEMKO-Listed Systems: <Insert design number>.F-B. UL-Classified Systems: C-AJ. UL-Classified Systems: C-AJ. 3. Intertek ETL SEMKO-Listed Systems: <Insert design number>. UAE Title: DOCUMENT VOLUME 02. FM Global-Approved Systems: <Insert design number>.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. END OF SECTION 078413 Division 07 Section 078413 Page 7 of 7 Penetration Firestopping . DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. . PREPARATION……………………………………………………………………………………...…. DUBAI. UAE Title: DOCUMENT VOLUME 02.………………………………………………………………………….0 1.2 EXECUTION…………………………………………………………………………………….. INSTALLATION…………………………………………………………………………………… 3 3 3 Division 07 Section 079100 Page 1 of 4 Preformed Joint Seals .0 2.1 3.1 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079100 – PREFORMED JOINT SEALS TABLE OF CONTENTS 1.…………….……………………………… 2 2 3 3.3 1. FOAM JOINT SEALS…………………………………………………………….4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… WARRANTY…………..2 1.2 PRODUCTS……………………………………………………………………………………… PREFORMED.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..0 3. 2 2 2 2 2 2.1 2. MISCELLANEOUS MATERIALS………………. 1 A. 1. water-repellent agent. INFORMATIONAL SUBMITTALS Product test reports. foam joint seals.PRODUCTS 2. Sample warranties. 1.GENERAL 1. Design Criteria: Division 07 Section 079100 Page 2 of 4 Preformed Joint Seals . 1. Samples for Verification: For each type and color of preformed joint seal required. Special Manufacturer's Warranty: Manufacturer agrees to furnish preformed joint seals to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period.or field-applied adhesive for bonding to substrates. WARRANTY Special Warranty: Installer agrees to repair or replace preformed joint seals that do not comply with performance and other requirements specified in this Section within specified warranty period. PREFORMED. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Foam Joint Seals: Manufacturer's standard joint seal manufactured from urethane or EVA (ethylene vinyl acetate) foam with minimum density of 160 kg/cu. 1. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079100 – PREFORMED JOINT SEALS PART 1 . Preformed joint seal schedule. 1. SUMMARY Section includes preformed. FOAM JOINT SEALS Preformed. DUBAI.4 A. UAE Title: DOCUMENT VOLUME 02. with factory. ACTION SUBMITTALS Product Data: For each preformed joint seal product. B. Factory produce in precompressed sizes in roll or stick form to fit joint widths based on design criteria indicated. B.1 A. PART 2 . C.2 A. m and impregnated with a nondrying.3 A. Warranty Period: Five years from date of Substantial Completion. Warranty Period: Two years from date of Substantial Completion. 2 A.EXECUTION 3. Foam Joint Seals: 1. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to preformed joint seal manufacturer. Joint Seal Color: As selected by Architect from full range of industry colors. c.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. INSTALLATION General: Comply with preformed joint seal manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply. MISCELLANEOUS MATERIALS Primer: Material recommended by preformed-joint-seal manufacturer for joint substrates indicated. 3. Masking Tape: Nonstaining. B. Minimum Joint Width: As indicated on Drawings. Joint Priming: Prime joint substrates where recommended by preformed joint seal manufacturer or as indicated by tests or prior experience. free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces. PREPARATION Surface Cleaning of Joints: Clean out joints immediately before installing preformed joint seals to comply with preformed joint seal manufacturer's written instructions and the following requirements: 1. C. 2. C. Movement Capability: As indicated on Drawings -25 percent/+25 percent.1 A. Masking Tape: Use masking tape where required to prevent contact of adhesive or primer with adjoining surfaces. harm substrates. Install each length of seal immediately after removing protective wrapping.2 A. Nominal Joint Width: As indicated on Drawings. Maximum Joint Width: As indicated on Drawings. B. B. 2. d. Remove laitance and form-release agents from concrete. b. nonabsorbent material compatible with preformed joint seals and surfaces adjacent to joints. PART 3 . Division 07 Section 079100 Page 3 of 4 Preformed Joint Seals . 2.01 GENERAL SPECIFICATIONS ARCHITECTURE a. DUBAI. Installation of Preformed. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain. and formulated to promote best adhesion to joint substrates. or leave residues capable of interfering with adhesion. UAE Title: DOCUMENT VOLUME 02. ends. and intersections of joints. END OF SECTION 079100 Division 07 Section 079100 Page 4 of 4 Preformed Joint Seals .01 GENERAL SPECIFICATIONS ARCHITECTURE 2. turns. Firmly secure compressed joint seals to joint gap side to obtain full bond using exposed pressure-sensitive adhesive or field-applied adhesive as recommended by manufacturer. DUBAI. heat foam joint seal material in compliance with manufacturer's written instructions. For applications at low ambient temperatures.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Produce seal continuity at splices. Do not pull or stretch material. UAE Title: DOCUMENT VOLUME 02. 3. 4. 7 1.6 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079200 – JOINT SEALANTS TABLE OF CONTENTS 1. UAE Title: DOCUMENT VOLUME 02.0 1.8 1. PROJECT CONDITION………………………………………………………………………….0 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..2 1.4 1.7 EXECUTION……………………………………………………………………………………. ACOUSTICAL JOINT SEALANTS……………………………………………………………….4 3.5 2. EXAMINATION…………………………………………………………………………………. JOINT SEALANT BACKING……………………………………………………………………. SUMMARY………………………………………………………………………………………… SUBMITTALS……………………………………………………………………………………….2 2.1 3. DELIVERY..5 1. SILICONE JOINT SEALANTS……………………………………………………………………. STORAGE AND HANDLING……………………………………………………….9 1. MISCELLANEOUS MATERIALS…………………………………………………………………..6 PRODUCTS……………………………………………………………………………………… MATERIALS.4 2.6 3. DUBAI.3 1. 6 6 7 8 8 9 10 3..3 3.1 1. MS JOINT SEALANTS…………………………………………………………………………… PREFORMED JOINT SEALANTS………………………………………………………………… PREFORMED TAPE SEALANTS………………………………………………………………….. 10 10 10 11 12 13 13 14 Division 07 Section 079200 Page 1 of 15 Joint Sealants . GENERAL…………………………………………………………………………. PROTECTION……………………………………………………………………………………. FIELD QUALITY CONTROL……………………………………………………………………… CLEANING………………………………………………………………………………………..5 3.0 2..10 GENERAL………………………………………………………………………………………… RELATED DOCUMENTS………………………………………………………………………….. PREPARATION…………………………………………………………………………………… INSTALLATION OF JOINT SEALANTS…………………………………………………………. URETHANE JOINT SEALANTS………………………………………………………………….1 2.2 3. 2 2 2 2 3 4 5 5 5 5 6 2. JOINT SEALANT SCHEDULE……………………………………………………………………. QUALITY ASSURANCE…………………………………………………………………………..3 2.. WARRANTY………………………………………………………………………………………. Trafficable Sealant: To qualify for traffic use under ASTM C 920 requirements. Division 07 Section 079200 Page 2 of 15 Joint Sealants . Division 7 Section "Fire-Resistive Joint Systems". Division 9 Section "Gypsum Board Assemblies" for sealing perimeter joints. Testing Laboratory: an independent testing laboratory/ agency approved by the Engineer to carry out the testing required in this specification. apply to this Section. Division 8 Section "Steel Doors and Frames". Sections of Division 9 Specifying suspended ceilings. but shall not be limited to. B. 5. High Modulus: Tensile strength of more than 517 kPa. documentation including printed statement of VOC content. Preformed joint sealants.2 SUMMARY A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079200 – JOINT SEALANTS PART 1 – GENERAL 1. Division 4 Section "Unit Masonry Assemblies" for masonry control and expansion joint fillers and gaskets. Medium Modulus: Tensile strength of not less than 310 kPa or more than 517 kPa. 3. 2. Related Sections include. 1. including Conditions of Contract and Division 1 Specification Sections.3 SUBMITTALS A. Definitions: 1. exterior or interior. Product Data for Credit IEQ 4. B. 7. Product Data: For each joint-sealant product indicated. but shall not be limited to. 3. Division 8 Section "Glazing" for glazing sealants. Silicone joint sealants. 2. Low Modulus: Tensile strength of 310 kPa or less. Acoustical joint sealants. UAE Title: DOCUMENT VOLUME 02. 1. 4. 4. 5. C.1: For sealants and sealant primrs used inside the weather proofing system. elastomeric sealants must demonstrate a shore A hardness of not less than 25 nor more than 50. Acrylic/polyurethane sealants. 3. Other Specifications Sections where cross reference is made to this Section. Types of sealants used in this Section include. included in the Project documents including those specified by reference to this Section. 6. DUBAI. 6. Section includes joint sealants for all applications. Drawings and general provisions of the Contract. the following: 1. Movement capabilities of ±50 percent. 5.1 RELATED DOCUMENTS A. 2. LEED/EHS Submittals: 1. 4.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Urethane joint sealant. MS joint sealants. the following: 1. Joint movement is limited to ±25 percent or less. samples of materials that will contact or affect joint sealants. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency. indicating that sealants comply with requirements. UAE Title: DOCUMENT VOLUME 02. Samples for Verification: For each kind and colour of joint sealant required. Joint-sealant manufacturer and product name. Joint-Sealant Schedule: Include the following information: 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. DUBAI. Product Certificates: For each kind of joint sealant and accessory. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers. K.wide joints formed between two 150-mm. 3. L. E. from manufacturer. Waterproofing. and designation. Joint-sealant formulation. for testing indicated below. Include lists of completed projects with project names and addresses.4 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. Source Limitations: Obtain each kind of joint sealant from single source from single manufacturer. Sealant. Joint-sealant colour. Field quality control test reports. Installer Certificates: Signed by product manufacturer certifying that installer is approved. provide Samples with joint sealants in 13-mm. J. and Restoration Institute (SWRI) Validation Certificate: For each sealant specified to be validated by SWRI's Sealant Validation Program. F. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health’s “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers” C. joint location. C. Samples for Initial Selection: Manufacturer's colour charts consisting of strips of cured sealants showing the full range of colours available for each product exposed to view.long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. names and addresses of engineers and employers. I. M. and any other information specified or required by Engineer. D. Installer Experience: List of five projects (minimum) of a similar nature carried out successfully by the installer with the same product endorsed by the manufacturer’s representative. Warranties 1. authorized. or licensed by manufacturer to install his products. Qualification Data: For qualified Installer and testing agency to demonstrate their capabilities and experience. Laboratory Test Reports for Credit IEQ 4. Division 07 Section 079200 Page 3 of 15 Joint Sealants . Quality System: Provide the products of a manufacturer who holds valid ISO 9001 certification.1: For sealants and sealant primers used inside the weatherproofing system. Joint-sealant application. 2. 4. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. G. H. B. 3. joint-sealant backings. 3. 1. For sealants that fail adhesively. not older than 24 months. and compatibility with. Submit not fewer than eight pieces of each kind of material. Tail Procedure. if not indicated. 1) For joints with dissimilar substrates. of sealant products for adhesion to. Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing. 5. a. Testing will not be required if joint-sealant manufacturers submit joint preparation data that are based on previous testing. Repeat procedure for opposite side.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. field test their adhesion to Project joint substrates as follows: 1. Do not use sealants that fail to adhere to joint substrates during testing. 1. Preconstruction Field-Adhesion Testing: Before installing sealants. Test elastomeric joint sealants for compliance with requirements specified by reference to ASTM C 920. optimum adhesion of joint sealants to joint substrates. Notify Engineer seven days in advance of dates and times when test joints will be erected. and where applicable. as directed by Engineer. retest until satisfactory adhesion is obtained. Product Testing: Obtain test results for “Product Test Reports” Paragraph in “Submittals” Article from a qualified testing agency based on testing current sealant formulations within a 36-month period preceding the Work. Test Method: Test joint sealants according to Method A. Arrange for tests to take place with joint-sealant manufacturer's technical representative present. Use ASTM C 1087 to determine whether priming and other specific joint preparation techniques are required to obtain rapid. including joint substrates. in Appendix X1 in ASTM C 1193 or Method A. in absence of other indications of noncompliance with requirements. joint substrates and other materials matching those submitted.5 DELIVERY. DUBAI. 2. E. For materials failing tests. shims. 5. Field-Applied Sealant Joint Hand Pull Tab. to other standard test methods. Conduct field tests for each application indicated below: a. verify adhesion to each substrate separately. Locate test joints where indicated on Project or. and miscellaneous materials. 4. Report whether sealant failed to adhere to joint substrates or tore cohesively. Schedule sufficient time for testing and analysing results to prevent delaying the Work. Test other joint sealants for compliance with requirements indicated by referencing standard specifications and test methods. 2. 3. will be considered satisfactory. secondary seals. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. Include data on pull distance used to test each kind of product and joint substrate. as documented according to ASTM E 548. STORAGE AND HANDLING Division 07 Section 079200 Page 4 of 15 Joint Sealants . Each kind of sealant and joint substrate indicated. 2. 4. F. verifying adhesion to opposite side. in ASTM C 1521. 6. extend cut along one side. UAE Title: DOCUMENT VOLUME 02. obtain joint-sealant manufacturer's written instructions for corrective measures including use of specially formulated primers. Disintegration of joint substrates from natural causes exceeding design specifications. UAE Title: DOCUMENT VOLUME 02. but is not limited to: water penetration. high or low temperatures. product name and designation. pot life. Warranty: Provide manufacturer’s standard warranty in which Manufacturer agrees to repair or replace. When joint substrates are wet. Do not proceed with installation of joint sealants under the following conditions: 1. Acoustical Joint Sealant: Manufacturer's standard nonsag. 1. Warranty Period: Manufacturer’s standard but not less than 3 years from date of Substantial Completion. other than due to normal ageing and weathering. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 4. and mixing instructions for multicomponent materials.6 PROJECT CONDITIONS A. B. 1. colour. Extended warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. 4.8 ACOUSTICAL JOINT SEALANTS A. contaminants. B. curing time. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. adhesive and cohesive failures. 1. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.01 GENERAL SPECIFICATIONS ARCHITECTURE A. Failure includes. DUBAI.7 WARRANTY A. all or any part of the elastomeric joint sealant assembly that do not comply with performance and other requirements specified in this Section within specified warranty period. without limitations. 3. Mechanical damage caused by individuals. 2. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. nonstaining latex sealant complying with ASTM C 834. tools. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. paintable.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer or are below 5 deg C. 1.9 JOINT-SEALANT BACKING Division 07 Section 079200 Page 5 of 15 Joint Sealants . and any other defects in other components of the work. deterioration in sealants. or other causes. expiration date. or other outside agents. 3. 2. C. Chemical Resistance: Resistant to acids alkalis. oxidizing agents and biological degradation. and other joint fillers. are compatible with joint substrates. and uses related to exposure and joint substrates. Water Absorption: Less than 0. 5. non-absorbent material compatible with joint sealants and surfaces adjacent to joints.01 GENERAL SPECIFICATIONS ARCHITECTURE A. UAE Title: DOCUMENT VOLUME 02. and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Provide self-adhesive tape where applicable. non-absorbent. including those referencing ASTM C 920 classifications for type. grade. and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. Weathering Test: No disintegration. as demonstrated by joint-sealant manufacturer. class. primers. 3. and formulated to promote optimum adhesion of sealants to joint substrates. inflexible joint-filler materials or joint surfaces at back of joint. DUBAI.1 MATERIALS. B. GENERAL A. Division 07 Section 079200 Page 6 of 15 Joint Sealants . based on testing and field experience. B.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.10 MISCELLANEOUS MATERIALS A. closed-cell. free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way. Recovery: Minimum 98% after 50% compression to ASTM D 3575. as determined from preconstruction joint-sealant substrate tests and field tests. 1. Masking Tape: Non-staining. Compressive Strength: Minimum 0. Cylindrical Sealant Backings: Closed-cell polyethylene with a surface skin). B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated. 4. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied joint sealant specified. and other related materials that are compatible with one another and with joint substrates under conditions of service and application. General: Provide sealant backings of material that are non-staining. D. C. sealants. PART 2 – PRODUCTS 2. Compatibility: Provide joint sealants. backings.05% to ASTM 3575. 2.15 N/mm2 to ASTM D 3575. Compressible Filler: Cross-linked. semi-rigid polyethylene that meets performances specified in ASTM D 1752 and the following requirements: 1. for Use NT. Architectural Sealants: 250 g/L. Neutral-Curing Silicone Joint Sealant: ASTM C 920. medium modulus Nonsag. 21 CFR 177. Suitability for Immersion in Liquids. ASTM C 920. Applications weather sealing applications.Shore A ASTM D 22 = 45 Shore A Elongation ASTM D 412 = 500 % Peel Strength ASTM C 794 = 446 kg/m Room Temperature Cure – Hours 168 Hours to 336 Hours Service Temperature High = 177 Deg C Division 07 Section 079200 Page 7 of 15 Joint Sealants . weather sealsealant. c. Suitability for Contact with Food: Where sealants are indicated for joints that will come in repeated contact with food. VOC Content of Interior Sealants: Sealants and sealant primers used inside the weatherproofing system shall comply with the following limits for VOC content when calculated according to 40 CFR 59. and glazed curtain-wall manufacturers for this use: 2. A. Where elastomeric sealants are indicated for Use I for joints that will be continuously immersed in liquids.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Subpart D (EPA Method 24): 1. Type S. FDA Regulation No. plumbing fixtures. sinks. provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. rimless sinks and tile grouting: 1. Grade NS. 4. tubs. Application Ambient Temperature Range -25 Deg C to +50 Deg C. E. Class 1 or 2. 2. 1. G. provide products that comply with BS6920 part 1 2000. and O. Testing Standards: a. D. Single-Component. Sealant Primers for Porous Substrates: 775 g/L. F.2600. H. Colours of Exposed Joint Sealants: As selected by Engineer from manufacturer's full range.2 SILICONE JOINT SEALANTS A. as recommended by sealant manufacturer. chemically curing silicone formulation that is compatible with other system components with which it comes in contact. b. Suitability As Sanitary Sealant: Shall be designed and recommended for sealing joints around shower-tub enclosures. Stain-Test-Response Characteristics: Where sealants are specified to be non-staining to porous substrates. National Sanitation Foundation (NFS) Standard 51. Minimum proprieties as follows: Color Translucent Durometer . provide products that are qualified for the length of exposure indicated by reference to ASTM C 920. UAE Title: DOCUMENT VOLUME 02. Sealant Primers for Nonporous Substrates: 250 g/L. 2. Class 25. 3. urinals whirlpools. Weatherseal Sealant: Uses NT. 3. DUBAI. G.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. for Use NT. Class 25. UAE Title: DOCUMENT VOLUME 02. Mildew-Resistant. Use M-A and Use 0-A. One component gun-grade polyurethane elastomeric sealant for Expansion and control joints. 25 HM. Class 25. Acid-Curing Silicone Joint Sealant: ASTM C 920. 2.3 URETHANE JOINT SEALANTS A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 MS JOINT SEALANTS A. Single component.40 MPa Water Resistant yes Working Time 5 to 10 Minutes B. Complying with ASTM C-920 Types S. Grade NS. Type S. ASTM C 793 for accelerated weathering. Single-Component. B. Use NT-A. Reference Standard: 1. 2. ISO 11600 Type F. General: Are to be produced based on hybrid Silyl Modified Polyether technology. Comply with requirements of Clause 2. 1. Prime less unless recommended by manufacturer for certain uses. MS FLOOR SEALANTS General Properties: Property Solids content Test Method - Result 100% MAF - Butt joints 25% (unprimed) 50% (primed) Division 07 Section 079200 Page 8 of 15 Joint Sealants .01 GENERAL SPECIFICATIONS ARCHITECTURE Service Temperature Low = -62 Deg C Shelf Life = 360 Days Tack-Free Time-50% RH 15 Minutes Tensile Strength ASTM D 412 = 1. Grade NS.2/F of this Section 2. C. Property Test Method Result MAF - 25% Sag ASTM 639 Non-sagging Shore A hardness ASTM C661 25-35 Application temperature Service temperature range - 5-50 oC - -40 .100 oC Effect to heat aging ASTM C792 No cracking/chalking Stain & color change Tack free time ASTM C510 No stain - 18 minutes 2. DUBAI. MS NON TOXIC SEALANTS General Properties: Property Test Method Result Solids content - 100% MAF - Shore A hardness ASTM C661 Butt joints 25% (unprimed) 50% (primed) 32 Application temperature Service temperature range - 5-50 oC - DRY : -30 .80 oC WET : up to 60 oC Biological and anti-fungus resistance UV resistance - resistant - excellent 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.Ctr) Performance: 1.100 oC UV resistance - excellent Modulus - high Traffic time - Sound reduction index. dB BS EN ISO 7171:97 24 hours light traffic 4 days heavy traffic 55(-1. Suitable for saw cut joints 3.01 GENERAL SPECIFICATIONS ARCHITECTURE Shore A hardness ASTM C661 45 Application temperature Service temperature range - 5-50 oC - -40 . Abrasion resistant 5. UAE Title: DOCUMENT VOLUME 02. Prime-less* D.-4) Db = Rw(C. Approved for use in contact with potable water 2. Good adhesion to silicone/PU/polysulphide contaminant 2.5 PREFORMED JOINT SEALANTS Division 07 Section 079200 Page 9 of 15 Joint Sealants . Tough and abrasion resistant. 4. DUBAI. Sealant should be WRAS listed product. PVC foam tape sealant. in sizes to fit joint widths indicated.2 PREPARATION A. for compliance with requirements for joint configuration. packaged on rolls with a release paper backing. Type 1. Factory produce in precompressed sizes in roll or stick form to fit joint widths indicated. open cell foam sealant manufactured from urethane foam with minimum density of 160 kg/cu. with Installer present. for applications in which tape is subject to continuous pressure.3 tape.1 EXAMINATION A. M and impregnated with a nondrying. PART 3 – EXECUTION 3. B. water-repellent agent. precompressed. grease. for applications in which tape is used in combination with a full bead of liquid sealant. Preformed Silicone Joint Sealants: Manufacturer's standard sealant consisting of procured lowmodulus silicone extrusion.curing silicone sealant for bonding extrusions to substrates. combined with a neutral. Expanded Cellular Tape Sealant: Closed-cell. packaged on rolls with release liner protecting adhesive. DUBAI. AAMA 807. with or without spacer rod as recommended in writing by tape manufacturers for application indicated. butyl-based elastomeric tape sealant with a solids content of 100 percent. 2. for applications in which tape acts as the primary sealant. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE A. Division 07 Section 079200 Page 10 of 15 Joint Sealants . protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer).3 tape. old joint sealants. and complying with AAMA 800 for the following types: 1. 3. UAE Title: DOCUMENT VOLUME 02. non-staining and non-migrating in contact with nonporous surfaces. Examine joints indicated to receive joint sealants. including dust. water surface dirt and frost. where indicated. Type 2. for applications in which tape is not subject to continuous pressure. installation tolerances. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant. oil.3 tape. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and the following requirements: 1. AAMA 804. B. B. 2. Preformed Foam Joint Sealant: Manufacturer's standard preformed. Back-Bedding Mastic Tape Sealant: Preformed. AAMA 806. and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1.6 PREFORMED TAPE SEALANTS A. Proceed with installation only after unsatisfactory conditions have been corrected. coated on one side with a pressure-sensitive adhesive and covered with protective wrapping. paints (except for permanent. factory coated with adhesive on both surfaces. waterproofing. 3. and other conditions affecting joint-sealant performance. water repellents.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Porous joint substrates include the following: a. puncture.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated. or leave residues capable of interfering with adhesion of joint sealants. b. 4. 3. Metal. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. B. Joint Priming: Prime joint substrates where recommended by joint sealant manufacturer. Do not leave gaps between ends of sealant backings. grinding. Masonry. C. and conditions indicated. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain. c. d. do not allow spillage or migration onto adjoining surfaces. or tear sealant backings. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials.3 INSTALLATION OF JOINT SEALANTS A. Remove tape immediately after tooling without disturbing joint seal 3. DUBAI. B. Clean porous joint substrate surfaces by brushing. Unglazed surfaces of ceramic tile. mechanical abrading. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. Glass. Division 07 Section 079200 Page 11 of 15 Joint Sealants . b. sound substrate capable of developing optimum bond with joint sealants. C. Confine primers to areas of joint-sealant bond. c.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Apply primer to comply with joint sealant manufacturer's written instructions. UAE Title: DOCUMENT VOLUME 02. or as indicated by preconstruction joint-sealant-substrate tests or prior experience. harm substrates. applications. 2. twist. unless more stringent requirements apply. Do not stretch. Glazed surfaces of ceramic tile. or a combination of these methods to produce a clean. Concrete. Nonporous joint substrates include the following: a. 1. Remove laitance and form-release agents from concrete. Porcelain enamel. D. 3. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. G. UAE Title: DOCUMENT VOLUME 02. per ASTM C 1193. unless otherwise indicated. Use a roller to apply consistent pressure and ensure uniform contact between sealant and both extrusion and substrate.01 GENERAL SPECIFICATIONS ARCHITECTURE E. cut silicone extrusion with a razor knife. Complete installation of sealant system in horizontal joints before installing in vertical joints. Field-Adhesion Testing: Field-test joint-sealant adhesion to joint substrates as follows: Division 07 Section 079200 Page 12 of 15 Joint Sealants . 4. 3. 4. Provide flush joint profile where indicated per ASTM C 1193. At ends of joints. tool sealants according to requirements specified in subparagraphs below to form smooth. Use masking tape to protect surfaces adjacent to recessed tooled joints. Produce seal continuity at ends. H. 5. Place sealants so they directly contact and fully wet joint substrates. Lap vertical joints over horizontal joints. Do not pull or stretch material. Completely fill recesses in each joint configuration. 2. uniform beads of configuration indicated. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated. Installation of Preformed Silicone-Sealant System: Comply with the following requirements: 1. and to ensure contact and adhesion of sealant with sides of joint.4 FIELD QUALITY CONTROL A. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Within 10 minutes of sealant application. 3. DUBAI. and intersections of joints. F. 2. seal construction at perimeters. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. 3. Provide recessed joint configuration of recess depth and at locations indicated per ASTM C 1193. 3. Produce uniform. press silicone extrusion into sealant to wet extrusion and substrate. Provide concave joint profile. turns. 1. apply heat to sealant in compliance with sealant manufacturer's written instructions. Tooling of Non-sag Sealants: Immediately after sealant application and before skinning or curing begins.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolour sealants or adjacent surfaces. Remove excess sealant from surfaces adjacent to joints. cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. a. to eliminate air pockets. behind control joints. outside of area to be covered by sealant system. Apply silicone sealant to each side of joint to produce a bead of size complying with preformed silicone-sealant system manufacturer's written instructions and covering a bonding area of not less than 10 mm. 2. Hold edge of sealant bead 6 mm inside masking tape. I. and at openings and penetrations with a continuous bead of acoustical sealant. Installation of Preformed Foam Sealants: Install each length of sealant immediately after removing protective wrapping. Apply masking tape to each side of joint. Comply with ASTM C 919 and with manufacturer's written recommendations. For applications at low ambient temperatures. Include data on pull distance used to test each kind of product and joint substrate. If. DUBAI. and sealant dimensions. Repeat procedure for opposite side. b. Ensure that original sealant surfaces are clean and that new sealant contacts original sealant. despite such protection. will be considered satisfactory. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 1.5 CLEANING A. Repair sealants pulled from test area by applying new sealants following same procedures used originally to seal joints. 4. in Appendix X1 in ASTM C 1193 or Method A. Include dates when sealants were installed. damage or deterioration occurs. adhesion results and percent elongations. Perform 1 test for each 300 m of joint length thereafter or 1 test per each floor per elevation. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. UAE Title: DOCUMENT VOLUME 02. extend cut along one side. verify adhesion to each substrate separately. 5. B. For joints with dissimilar substrates. Evaluation of Field-Adhesion Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements. b. Protect joint sealant during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. Record test results in a field-adhesion-test log. c. Division 07 Section 079200 Page 13 of 15 Joint Sealants . Inspect tested joints and report on the following: a. Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. a. test locations. whether joints were primed. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur.6 PROTECTION A. 3. sealant configuration. in ASTM C 1521. Extent of Testing: Test completed and cured sealant joints as follows: a. test dates. Compare these results to determine if adhesion passes sealant manufacturer's field-adhesion hand-pull test criteria. verifying adhesion to opposite side. 3. Whether sealants filled joint cavities and are free of voids. names of persons who installed sealants. Whether sealant dimensions and configurations comply with specified requirements. Perform 10 tests for the first 300 m of joint length for each kind of sealant and joint substrate. cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. Retest failed applications until test results prove sealants comply with indicated requirements.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Test Method: Test joint sealants according to Method A. Field-Applied Sealant Joint Hand Pull Tab. 2. sealant fill. Tail Procedure. c. Perimeter joints between interior wall surfaces and frames of interior doors. Vertical joints on exposed surfaces of walls and partitions. 2. Preformed Joint Sealant: Preformed foam sealant. 2. Other joints as indicated. Urethane Joint Sealant: Multicomponent. b. nonsag. 2. high modulus floor joint traffic grade MS sealant. Joint Locations: a. 4. Urethane Joint Sealant: Multicomponent. Joint-Sealant Colour: As selected by Engineer from manufacturer's full range of colours.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. high modulus floor joint traffic grade MS sealant. Joint-Sealant Colour: As selected by Engineer from manufacturer's full range of colours. b. D. traffic grade. nonsag. Isolation and contraction joints in cast-in-place concrete slabs. nonsag. 3. Class 25. C. 3. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 5. Class 50. Joint Locations: a. Class 50. windows and elevator entrances.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Joint-Sealant Application: Horizontal joints in toilets and other wet areas. Preformed Joint Sealant: Preformed silicone. 1. neutral curing. Joint-Sealant Application: Exterior and Interior joints in horizontal traffic surfaces except in natural stone surfaces. non-sag. UAE Title: DOCUMENT VOLUME 02. Silicone Joint Sealant for vertical applications: Single component. 4. F. Joint-Sealant Application: Vertical joints in toilets and other wet areas. 1. 4. MS Joint Sealant: One part. Control and expansion joints on exposed interior surfaces of exterior walls. Joint-Sealant Color: As selected by Engineer from manufacturer's full range of colors. e. 2. 1. primer-less. Acrylic/Polyurethane sealant for paintable applicable. 3. Joint-Sealant Color: As selected by Engineer from manufacturer's full range of colors. Joint Locations: a. Division 07 Section 079200 Page 14 of 15 Joint Sealants . Class 25. Silicone Joint Sealant for vertical applications: Single component. 1. Perimeter joints of exterior openings where indicated. MS Joint Sealant: One part. non-staining façade sealant for vertical surfaces. d. 1. Other joints as indicated. B. Joint-Sealant Application: Exterior and interior joints in Natural Stone horizontal surfaces. MS Joint Sealant: One part. Class 25. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. DUBAI. Joint-Sealant Colour: As selected by Engineer from manufacturer's full range of colours. Silicone Joint Sealant: Single component. 2. E. neutral curing.7 JOINT-SEALANT SCHEDULE A. 2. neutral curing. non-sag. Perimeter joints between structure and frames of doors and windows. 3. Joint Sealant: Mildew resistant. 3. I. high modulus floor joint traffic grade MS sealant. END OF SECTION 079200 Division 07 Section 079200 Page 15 of 15 Joint Sealants . 2. MS Joint Sealant: One part. and counters. Joint-Sealant Application: Mildew-resistant joints in vertical surfaces and horizontal nontraffic surfaces. Other joints as indicated. b. Joint-Sealant Color: As selected by Engineer from manufacturer's full range. b. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces. 2. Acoustical joints where indicated. Joints between plumbing fixtures and adjoining walls. single component.1/F of this Section. UAE Title: DOCUMENT VOLUME 02. floors. neutral curing. 3. Joint-Sealant Application: Exterior and interior joints in surfaces subject to water immersion. Joint Location: a. Joint Sealant: Acoustical. Silicone complying with requirements of Clause 2. nonsag. G. Joints in horizontal traffic surfaces subject to water immersion. Joint-Sealant Color: As selected by Engineer from manufacturer's full range of colors. Joint Sealant Location: a. Joint-Sealant Color: As selected by Engineer from manufacturer's full range of colors. Joint Locations: a. Joint-Sealant Color: As selected by Engineer from manufacturer's full range of colors. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 1. H. Other joints as indicated. Other joints as indicated. DUBAI. 2. 3 EXECUTION…………………………………………………………………………………….1 3.. 9 9 9 10 Division 07 Section 079500 Page 1 of 10 Expansion Control .6 2.1 2..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079500 .0 1. MATERIALS………………………………………………………………………………………..7 PRODUCTS……………………………………………………………………………………… SYSTEM DESCRIPTION………………………………………………………………………….5 2.2 2. DUBAI. UAE Title: DOCUMENT VOLUME 02. ALUMINUM FINISHES…………………………………………………………………………… 2 2 2 3 6 8 8 9 3.. PERFORMANCE REQUIREMENTS……………………………………………………………… INTERIOR EXPANSION CONTROL SYSTEM………………………………………………….EXPANSION CONTROL TABLE OF CONTENTS 1.2 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2.2 3. EXTERIOR WALL EXPANSION CONTROL SYSTEMS………………………………………….3 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 3..4 2.0 2. ACCESSORIES……………………………………………………………………………………. PREPARATION…………………………………………………………………………………… INSTALLATION…………………………………………………………………………………… PROTECTION…………………………………………………………………………………….1 1. PART 2 . details. Exterior wall expansion control systems. Interior expansion control systems. Roof expansion joint assemblies are specified elsewhere. 2. PERFORMANCE REQUIREMENTS Fire-Resistance Ratings: Where indicated. UAE Title: DOCUMENT VOLUME 02. and line diagrams[ and a tabular schedule of expansion control systems].1 A. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 079500 . attachments to other work. splices. 1. Hose Stream Test: Wall-to-wall and wall-to-ceiling systems shall be subjected to hose stream testing. B. DUBAI.2 A. Install with hairline mitered corners where expansion control systems change direction or abut other materials. 2. ACTION SUBMITTALS Shop Drawings: For each expansion control system specified. sections. 2. 1. Include plans. T-joints.2 A.1 A. materials. B. cross-connections. basic profile. and other accessories as required to provide continuous expansion control systems. provide expansion control systems with fire barriers identical to those of systems tested for fire resistance per UL 2079 or ASTM E 1966 by a testing and inspecting agency acceptable to authorities having jurisdiction. SUMMARY Section Includes: 1. Provide units with capability to accommodate variations in adjacent surfaces.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.PRODUCTS 2. corners. Samples: For each exposed expansion control system and for each color and texture specified. Coordination: Coordinate installation of exterior wall[ and soffit] expansion control systems with roof expansion control systems to ensure that wall transitions are watertight. Division 07 Section 079500 Page 2 of 10 Expansion Control . curbs.GENERAL 1. Include factory-fabricated closure materials and transition pieces. Furnish units in longest practicable lengths to minimize field splicing. elevations. and operation indicated.EXPANSION CONTROL PART 1 . blockout requirement. SYSTEM DESCRIPTION General: Provide expansion control systems of design. Inc. 2. The term "withstand" means "the system will remain in place without separation of any parts when subjected to the seismic forces specified[ and the system will be fully operational after the seismic event].. 1. Seismic Performance: Expansion control systems shall withstand the effects of earthquake motions determined according to [ASCE/SEI 7] <Insert requirement>. Movement Capability: [As indicated on Drawings] [As scheduled] [-25 percent/+75 percent] <Insert percentage>. Design Criteria: a. 2. Watson Bowman Acme Corp. D. the following]: B. JointMaster/InPro Corporation. <Insert manufacturer's name>. a BASF Construction Chemicals business. e." Component Importance Factor is [1.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Load Capacity: 1) Division 07 Section 079500 Uniform Load: [150 lb/sq. 6. Architectural Art Mfg. [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include. Nystrom. 2. UAE Title: DOCUMENT VOLUME 02. 7. 9. [Floor-to-Floor] [Floor-to-Wall] <Insert drawing designation>: 1. C. Basis-of-Design Product: Subject to compliance with requirements. Basis-of-Design Product: [Indicated on Drawings] <Insert manufacturer's name.5] [1.3 A. b. Source Limitations: Obtain expansion control systems from single source from single manufacturer. 8. Inc. Inc. Nominal Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. MM Systems Corporation. ft. INTERIOR EXPANSION CONTROL SYSTEMS Manufacturers: Subject to compliance with requirements. c.. Minimum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Type of Movement: [As indicated on Drawings] [As scheduled] [Thermal] [Seismic]. 5. LLC. Page 3 of 10 Expansion Control . DUBAI. provide product indicated or a comparable product by one of the following: 1. 4. Inc. f.. Michael Rizza Company. Construction Specialties.0]. 2. m)] <Insert load>. d. Balco. but are not limited to.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. product name or designation>. (732 kg/sq. 3. Division of Pittcon Industries. Maximum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. b. DUBAI.5 inch (13 mm)] <Insert deflection>. Division 07 Section 079500 Page 4 of 10 Expansion Control .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. c. Maximum Deflection: [0. 3. Class II] [Color anodic. Basis-of-Design Product: [Indicated on Drawings] <Insert manufacturer's name. Design Criteria: a. 3. Cover-Plate Design: [Plain] [Serrated] [Abrasive filled] [Recessed to accept fieldapplied finish materials]. Maximum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Type: [Cover plate] [Glide plate] [Snap-on cover] [Clip-in cover] [Elastomeric seal] [Dual elastomeric seal] [Accordion] [Flat seal]. 1) b. d. Minimum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Cover-Plate Recess Depth: [As required to accommodate adjacent flooring] [1/8 inch (3 mm)] [3/8 inch (10 mm)] <Insert depth>. Class II] [Manufacturer's standard] <Insert finish>. UAE Title: DOCUMENT VOLUME 02. Concentrated Load: [2000 lb (907 kg)] <Insert load>. e. 1) E. Class I] [Color anodic. 2. product name or designation>. [Wall-to-Wall] [Wall Corner] <Insert drawing designation>: 1. Type of Movement: [As indicated on Drawings] [As scheduled] [Thermal] [Seismic]. Seal Material: [Santoprene] [Manufacturer's standard] <Insert material>.01 GENERAL SPECIFICATIONS ARCHITECTURE 2) 3) g. Movement Capability: [As indicated on Drawings] [As scheduled] [-25 percent/+75 percent] <Insert percentage>. Fire-Resistance Rating: Provide expansion control system and fire-barrier assembly with a rating not less than [that indicated] [that of adjacent construction] [1 hour] [1-1/2 hours] [2 hours] [3 hours] [4 hours] <Insert rating>. a. c. Fire-Resistance Rating: Provide expansion control system and fire-barrier assembly with a rating not less than [that indicated] [that of adjacent construction] [1 hour] [1-1/2 hours] [2 hours] [3 hours] [4 hours] <Insert rating>. surface mounted] [Dual elastomeric seal]. 1) Finish: [Mill] [Clear anodic. f. Type: [Cover plate] [Center plate] [Glide plate] [Hidden sightline] [Pan] [Elastomeric seal. Metal: Aluminum. Color: [Black] [Brown] [Beige] [Tan] [Gray] [White] [As selected by Architect from manufacturer's full range] <Insert color>. recessed] [Elastomeric seal. Nominal Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Class I] [Clear anodic. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE a. 1) Division 07 Section 079500 Finish: [Mill] [Clear anodic. 1) b. Finish: [Mill] [Clear anodic. Metal: Aluminum. Seal Material: [Santoprene] [PVC] [Manufacturer's standard] <Insert material>. Class II] [Manufacturer's standard] <Insert finish>. Fire-Resistance Rating: Provide expansion control system and fire-barrier assembly with a rating not less than [that indicated] [that of adjacent construction] [1 hour] [1-1/2 hours] [2 hours] [3 hours] [4 hours] <Insert rating>. e. Design Criteria: a. 1) F. Color: [Black] [Brown] [Beige] [Tan] [Gray] [White] [As selected by Architect from manufacturer's full range] <Insert color>. Basis-of-Design Product: [Indicated on Drawings] <Insert manufacturer's name. product name or designation>.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. Class I] [Clear anodic. Color: [Black] [Brown] [Beige] [Tan] [Gray] [White] [As selected by Architect from manufacturer's full range] <Insert color>. [Wall-to-Ceiling] [Ceiling-to-Ceiling] <Insert drawing designation>: 1. f. b. 3. a. 1) b. Class I] [Color anodic. Movement Capability: [As indicated on Drawings] [As scheduled] [-25 percent/+75 percent] <Insert percentage>. UAE Title: DOCUMENT VOLUME 02. Class II] [Manufacturer's standard] <Insert finish>. c. Class I] [Clear anodic. Seal Material: [Santoprene] [PVC] [Manufacturer's standard] <Insert material>. Minimum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Maximum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Nominal Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Class II] [Color anodic. d. Class II] [Color anodic. Type: [Cover plate] [Glide plate] [Snap-on cover] [Clip-in cover] [Elastomeric seal] [Dual elastomeric seal] [Accordion] [Flat seal]. Metal: Aluminum. Class I] [Color anodic. Page 5 of 10 Expansion Control . Type of Movement: [As indicated on Drawings] [As scheduled] [Thermal] [Seismic]. a BASF Construction Chemicals business. Inc. [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include. 4. Division of Chase Corporation. Inc. 18. Type of Movement: [As indicated on Drawings] [As scheduled] [Thermal] [Seismic]. JointMaster/InPro Corporation. Inc. Basis-of-Design Product: [Indicated on Drawings] <Insert manufacturer's name.4 A. Watson Bowman Acme Corp. Erie Metal Specialties. 7.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. 17. 15. Williams Products. Architectural Art Mfg. C. Brown Company (The). 8. 6. Minimum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. provide product indicated or a comparable product by one of the following: 1. D. 13. 10. LLC. 9. [Wall-to-Wall] [Wall Corner]<Insert drawing designation>: 1. Schul International Company. EXTERIOR WALL EXPANSION CONTROL SYSTEMS Manufacturers: Subject to compliance with requirements. 14. MM Systems Corporation. UAE Title: DOCUMENT VOLUME 02. D. 2. Balco. S. d. DUBAI. RJ Watson. 3. Inc. Movement Capability: [As indicated on Drawings] [As scheduled] [-25 percent/+75 percent] <Insert percentage>. Inc. Inc. Division of Pittcon Industries. Basis-of-Design Product: Subject to compliance with requirements. Inc. Division 07 Section 079500 Nominal Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Maximum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. 5. Nystrom. product name or designation>. Chase Construction Products. Tremco Incorporated. Page 6 of 10 Expansion Control . c. 12. Inc. <Insert manufacturer's name>..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. LymTal International. Inc. 2. 16. Michael Rizza Company. Construction Specialties. 11. the following]: B. Design Criteria: a. b. e.. EMSEAL Corporation.. Source Limitations: Obtain expansion control systems from single source from single manufacturer. but are not limited to. Maximum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. crosslinked. low-density. d. Class II] [Color anodic. Metal: Aluminum. DUBAI. Design Criteria: a. Class II] [Manufacturer's standard] <Insert finish>. Metal: Aluminum. a. ethylene-vinyl-acetate copolymer] [Polyurethane]. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE f. Pantograph Mechanism: Manufacturer's standard pantographic wind-load support mechanism with stainless-steel fasteners. 1) E. Page 7 of 10 Expansion Control . Finish: [Mill] [Clear anodic. [Wall-to-Soffit] [Soffit-to-Soffit] <Insert drawing designation>: 1. 1) c. Seal Material: [Santoprene] [Neoprene] [Manufacturer's standard]. 1) 4. Minimum Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. b. Division 07 Section 079500 Nominal Joint Width: [As indicated on Drawings] [As scheduled] <Insert width>. Color: [Manufacturer's standard] [As selected by Architect from manufacturer's full range] <Insert color>. Class I] [Color anodic. Type: Cover plate. Class I] [Clear anodic. c. 2. Fire-Resistance Rating: Provide expansion control system and fire-barrier assembly with a rating not less than [that indicated] [that of adjacent construction] [1 hour] [1-1/2 hours] [2 hours] [3 hours] [4 hours] <Insert rating>. Movement Capability: [As indicated on Drawings] [As scheduled] [-25 percent/+75 percent] <Insert percentage>. Color: [Black] [Brown] [Beige] [Tan] [Gray] [White] [As selected by Architect from manufacturer's full range] <Insert color>.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Type: Flat seal. 3. Type: Preformed cellular foam. a. Basis-of-Design Product: [Indicated on Drawings] <Insert manufacturer's name. nitrogen-blown. Type of Movement: [As indicated on Drawings] [As scheduled] [Thermal] [Seismic]. Foam Material: [Manufacturer's standard] [Non-extruded. e. product name or designation>. b. a. 5. 1) 4. a. ethylene-vinyl-acetate copolymer] [Polyurethane]. UAE Title: DOCUMENT VOLUME 02. Type: Flat seal. Division 07 Section 079500 Page 8 of 10 Expansion Control . Elastomeric Seals: ASTM E 1783. Type: Preformed cellular foam. Seal Material: [Santoprene] [Neoprene] [Manufacturer's standard]. waterproof membrane within joint and attached to substrate on sides of joint below the primary cover. Class I] [Color anodic. Class II] [Manufacturer's standard] <Insert finish>. ACCESSORIES Moisture Barriers: Manufacturer's standard moisture barrier consisting of a continuous. Alloy 6063-T5 for extrusions. Alloy 6061-T6 for sheet and plate. B. 1. low-density. 2. Type: Cover plate. 1) 5. 3. Class II] [Color anodic. Class I] [Clear anodic. Metal: Aluminum. ASTM B 209 (ASTM B 209M).Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. nitrogen-blown. Compression Seals: ASTM E 1612. preformed elastomeric membranes or extrusions to be installed in metal frames. Foam Material: [Manufacturer's standard] [Non-extruded. 1) Color: [Manufacturer's standard] [As selected by Architect from manufacturer's full range] <Insert color>. Metal: Aluminum. Color: [Black] [Brown] [Beige] [Tan] [Gray] [White] [As selected by Architect from manufacturer's full range] <Insert color>. 2. C. a. Equip moisture barrier with drain tubes and seals to direct collected moisture to exterior-wall expansion control system. Fire-Resistance Rating: Provide expansion control system and fire-barrier assembly with a rating not less than [that indicated] [that of adjacent construction] [1 hour] [1-1/2 hours] [2 hours] [3 hours] [4 hours] <Insert rating>. Finish: [Mill] [Clear anodic. Apply manufacturer's standard protective coating on aluminum surfaces to be placed in contact with cementitious materials. a. b.5 A. MATERIALS Aluminum: ASTM B 221 (ASTM B 221M). preformed elastomeric extrusions having an internal baffle system and designed to function under compression. crosslinked.01 GENERAL SPECIFICATIONS ARCHITECTURE f. DUBAI.6 A. 7 A. B. Clear Anodic Finish: AAMA 611. and installing expansion control systems and materials unless more stringent requirements are indicated. INSTALLATION Comply with manufacturer's written instructions for storing. Fire Barriers: Any material or material combination to meet performance criteria for required fire-resistance rating. B.EXECUTION 3. H. 3. clips. E. Color: [Light bronze] [Medium bronze] [Dark bronze] [Black] [Match Architect's sample] [As selected by Architect from full range of industry colors and color densities] <Insert color>. 0. 0. Division 07 Section 079500 Page 9 of 10 Expansion Control . 1.1 A.018 mm] [AAM12C22A32/A34. specifically designed for bonding to concrete substrates. Cast-In Frames: Coordinate and furnish frames to be cast into concrete. G. Class II. 0. Cellular Foam Seals: Extruded. compressible foam designed to function under compression. UAE Title: DOCUMENT VOLUME 02.018 mm] [AA-M12C22A31. 0. Metal Frames: Perform cutting.010 mm] or thicker.01 GENERAL SPECIFICATIONS ARCHITECTURE D. drilling. Class II.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. PART 3 . [AA-M12C22A41. handling. Nonmetallic. ALUMINUM FINISHES Mill finish. C.010 mm] or thicker. [AA-M12C22A42/A44. DUBAI. F. and fitting required to install expansion control systems. Color Anodic Finish: AAMA 611.2 A. fasteners. C. Elastomeric Concrete: Modified epoxy or polyurethane extended into a prepackaged aggregate blend. Shrinkage-Resistant Grout: ASTM C 1107/C 1107M. PREPARATION Prepare substrates according to expansion control system manufacturer's written instructions. setting drawings. and other accessories as indicated or required for complete installations. I. Class I. and instructions for installing expansion control systems. Moisture Barrier: Flexible elastomeric material. 2. Coordinate and furnish anchorages. Class I. Accessories: Manufacturer's standard anchors. B. UAE Title: DOCUMENT VOLUME 02.3 A. 3. Repair or grout blockout as required for continuous frame support using nonmetallic. 4. PROTECTION Do not remove protective covering until finish work in adjacent areas is complete.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 5. D.or factory-fabricated termination devices. Fire Barriers: Install fire barriers to provide continuous. Notify Architect where discrepancies occur that will affect proper expansion control system installation and performance. Seal transitions according to manufacturer's written instructions. Vulcanize or heat-weld field-spliced joints as recommended by manufacturer. Fire-Resistance-Rated Assemblies: Coordinate installation of expansion control system materials and associated work so complete assemblies comply with assembly performance requirements. Protect the installation from damage by work of other Sections. 6. a. Cut and fit ends to accommodate thermal expansion and contraction of metal without buckling of frames. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. including transitions and field splices. Locate anchors at interval recommended by manufacturer. 3. Moisture Barrier: Provide [at all exterior joints and ]where indicated on Drawings. F. Installation: Mechanically lock seals into frames or adhere to frames with adhesive or pressure-sensitive tape as recommended by manufacturer. Install frames in continuous contact with adjacent surfaces. Install in true alignment and proper relationship to joints and adjoining finished surfaces measured from established lines and levels. Terminate exposed ends of expansion control systems with field. G. 3. 2. but not less than 3 inches (75 mm) from each end and not more than 24 inches (600 mm) o. shrinkage-resistant grout. uninterrupted fire resistance throughout length of joint. Install with minimum number of end joints. C. B. Adjust for differences between actual structural gap and nominal design gap due to ambient temperature at time of installation. Seals in Metal Frames: Install elastomeric seals and membranes in frames to comply with manufacturer's written instructions. 1. END OF SECTION 079500 Division 07 Section 079500 Page 10 of 10 Expansion Control . DUBAI. 2. Provide in continuous lengths for straight sections.2 m) or] where indicated on Drawings.c. Foam Seals: Install with adhesive recommended by manufacturer. E. Provide drainage fittings[ at a maximum of 50 feet (15. Shimming is not permitted. DIVISION 08 ________________________________________________________________________ OPENINGS . 4 2.0 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081113 – HOLLOW METAL DOORS AND FRAMES TABLE OF CONTENTS 1.………………………………………………………………………….….. MATERIALS……………………………………………………………………………………….1 2.9 PRODUCTS……………………………………………………………………………………… MANUFACTURERS….…………………………………………………………………………… STEEL FINISHES…………………………………………………………………………………. EXTERIOR HOLLOW METAL DOORS AND FRAMES.……………………………………….1 1. 3 3 3 4 5 5 6 6 8 8 3..……..……………………………………………………… 9 9 10 Division 08 Section 081113 Page 1 of 10 Hollow Metals Door and Frames ..2 2. FABRICATION……….8 2.0 3.…………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… 2 2 2 2 3 2.2 EXECUTION…………………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5 2..3 2.4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… DEFINITION………….7 2.3 1.. UAE Title: DOCUMENT VOLUME 02.1 3.………………………………………………….0 1...6 2. REGULATORY REQUIREMENTS………………………………………………………………… INTERIOR DOORS AND FRAMES…………. FRAME ANCHORS………………………………………………………………………………. INSTALLATION…………………………………………………………………………………… ADJUSTING AND CLEANING. ACCESSORIES……………………………………………………………………………………. DUBAI..2 1. 60Min Fire Rated Metal Frame 08MF03.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.GENERAL 1. DEFINITIONS Minimum Thickness: Minimum thickness of base metal without coatings. 1. Elevations of each door design. C. Work: Product Data for Credit MR 4: For products having recycled content. Division 08 Section 081113 Page 2 of 10 Hollow Metals Door and Frames . 2. SUMMARY Section includes hollow-metal Doors and Frames – Including but not limited to codes from the door schedule as listed below: 08MD01. Details of doors.2 A. LEED/EHS Submittals: 1. C.8. Shop Drawings: Include the following: 1.Unrated Metal Door 08MD02-60Min Fire Rated Metal Door 08MD03-90Min Fire Rated Metal Doors 08MF01. Custom Hollow Metal Work: Hollow metal work fabricated according to ANSI/NAAMMHMMA 861 1. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. including vertical and horizontal edge details and metal thicknesses. Include statement indicating cost for each product having recycled content.Unrated Metal Frame 08MF02.3 A. B. UAE Title: DOCUMENT VOLUME 02. B. Standard Hollow Metal ANSI/SDI A250.1 A. Hollow metal work fabricated according to ACTION SUBMITTALS Product Data: For each type of product.90Min Fire Rated Metal Frame. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081113 – HOLLOW METAL DOORS AND FRAMES PART 1 . and bottom construction. E. core construction. 2. Details of moldings. using same reference numbers for details and openings as those on Drawings. and glazing. For each type of exposed finish required. Doors: Show vertical-edge. 9.1 A. Include separate section showing fixed hollow metal panels and glazing if applicable. Samples for Initial Selection: For units with factory-applied color finishes. 5. For the following items.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Details of each different wall opening condition. 6. and silencers.PRODUCTS 2. UAE Title: DOCUMENT VOLUME 02. INFORMATIONAL SUBMITTALS Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency. and connections. Frames: Show profile. Coordinate with Door Hardware Schedule 1. 7. 2. based on testing at positive pressure according to NFPA 252 or UL 10C. corner joint. Details of anchorages. D. prepared on Samples of not less than 75mm by 125 mm. 8. Schedule: Prepared by or under the supervision of supplier. prepared on Samples about 300 by 300 mm to demonstrate compliance with requirements for quality of materials and construction: a. Locations of reinforcement and preparations for hardware. 1. joints. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated. Details of conduit and preparations for power. signal.4 A. Include separate section showing glazing if applicable. including dimensioned profiles and metal thicknesses. Samples for Verification: 1. top.2 REGULATORY REQUIREMENTS A. field splices. for each type of hollow metal door and frame assembly. Frame details for each frame type. PART 2 . and control systems. MANUFACTURERS Manufacturers: Subject to compliance with requirements. removable stops. and hinge and other applied hardware reinforcement. b. Details of accessories.and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to Division 08 Section 081113 Page 3 of 10 Hollow Metals Door and Frames . DUBAI. floor and wall anchors. Smoke.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. F. 4. 8. Materials: Powder Coated cold-rolled steel sheet. Level 1. c. Fire Door Core: As required to provide fire-protection and temperature-rise ratings indicated.7-mm. Fire Rated Doors: Thickness of face sheets is to be as recommended by manufacture to obtain fire rating indicated in Door Schedule but not less than 1. Core: 0. minimum thickness of 1.8.4. 2. based on testing according to UL 1784 and installed in compliance with NFPA 105. B. c.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. e. steel vertical stiffeners of same material as face sheets extending full-door height. Fire-Rated.01 GENERAL SPECIFICATIONS ARCHITECTURE authorities having jurisdiction.4. Door Face Sheets: Fabricated from metallic-coated steel sheet. spot welded to face sheets a maximum of 127 mm o. 2.or mineral-fiber insulation.7-mm. DUBAI.thick. Doors: a.0 mm. Borrowed-Light Assemblies: Complying with NFPA 80 and listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated.3 A. with vertical webs spaced not more than 152 mm apart.or mineral-fiber insulation. Level 2. Physical Performance: Level C according to SDI A250. steel vertical stiffeners of same material as face sheets extending full-door height. Spaces filled between stiffeners with glass. INTERIOR DOORS AND FRAMES Standard-Duty Doors and Frames: SDI A250.8mm thick b. based on testing according to NFPA 257 or UL 9.3 mm.c. spot welded to face sheets a maximum of 127 mm o. 1. At locations indicated in the Door and Frame Schedule 1. b. b. minimum 0. B. Edge Construction: Full Flush 3. Physical Performance: Level B according to SDI A250.thick.3 mm thick. Construction Heavy-Duty Doors and Frames: SDI A250. Division 08 Section 081113 Page 4 of 10 Hollow Metals Door and Frames . Frames: a. Doors: a. At locations indicated in the Door and Frame Schedule.3 mm. with vertical webs spaced not more than 152 mm apart. Core: 0. Door Face Sheets: Fabricated from powder coated steel sheet. minimum 1. 2. Fire Rated Doors: Thickness of face sheets is to be as recommended by manufacture to obtain fire rating indicated in Door Schedule but not less than 1. Spaces filled between stiffeners with glass.c. UAE Title: DOCUMENT VOLUME 02. d. Monolithic Concrete Slabs: Clip-type anchors.thick. Fire Rated Doors: Thickness of face sheets is to be as recommended by manufacture to obtain fire rating indicated in Door Schedule but not less than 1. Core: 0. FRAME ANCHORS A. not less than 1.4.0 mm thick. Edge Construction: Full Flush Materials: Powder Coated cold-rolled steel sheet. e. Spaces filled between stiffeners with glass. with vertical webs spaced not more than 152 mm apart. At locations indicated in the Door and Frame Schedule. minimum 1. Physical Performance: Level B according to SDI A250. Construction.3 mm. spot welded to face sheets a maximum of 127 mm o. minimum thickness of 1.0 mm thick. 3. with throat reinforcement plate. B. Division 08 Section 081113 Page 5 of 10 Hollow Metals Door and Frames . Fire Door Core: As required to provide fire-protection and temperature-rise ratings indicated. Construction EXTERIOR HOLLOW-METAL DOORS AND FRAMES Heavy-Duty Doors and Frames: SDI A250.7-mm.5 mm thick. or wire anchors not less than 4. Door Face Sheets: Fabricated from metallic-coated steel sheet. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size. not less than 1.0 mm. and as follows: 1. 2. e. 2. Post installed Expansion Type for In-Place Concrete or Masonry: Minimum 9.4 A.c. Frames: a. DUBAI. welded to frame at each anchor location. Materials: Powder Coated cold-rolled steel sheet. Provide pipe spacer from frame to wall. with two holes to receive fasteners. Fire Door Core: As required to provide fire-protection and temperature-rise ratings indicated. minimum thickness of 1.01 GENERAL SPECIFICATIONS ARCHITECTURE d.5-mm diameter bolts with expansion shields or inserts. b. Level 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. b. b. Frames: a. steel vertical stiffeners of same material as face sheets extending full-door height. Edge Construction: Full Flush 3. Floor Anchors: Formed from same material as frames.or mineral-fiber insulation. 2.8. Doors: a.5 A. UAE Title: DOCUMENT VOLUME 02. c. 1. with corrugated or perforated straps not less than 50 mm wide by 250 mm long.3 mm thick. 2. Jamb Anchors: 1. d.0 mm. C. clearly identify work that cannot be permanently factory assembled before shipment. steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M. suitable for exposed applications. 2. Mineral-Fiber Insulation: ASTM C 665. B. To ensure proper assembly at Project site. pitting. and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. Commercial Steel (CS). Glazing: Section 088000 "Glazing. warp. fit and assemble units in manufacturer's plant. allowing not less than 50-mm height adjustment. UAE Title: DOCUMENT VOLUME 02. mill phosphatized. compounded for 0. except with a maximum slump of 102 mm. Terminate bottom of frames at finish floor surface. hot-dip galvanized according to ASTM A 153/A 153M. Type B. D. F. Commercial Steel (CS). with minimum radius for metal thickness. Bolts. Bituminous Coating: Cold-applied asphalt mastic. FABRICATION Fabricate hollow-metal work to be rigid and free of defects. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M. free of scale. as measured according to ASTM C 143/C 143M. MATERIALS Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. pickled and oiled. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials. Hollow-Metal Doors: Division 08 Section 081113 Page 6 of 10 Hollow Metals Door and Frames . E. Accurately form metal to required sizes and profiles. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Type B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M. Commercial Steel (CS). Type I (blankets without membrane facing). Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips. H. Commercial Steel (CS). Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M.7 A. I.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. or surface defects. 12G coating designation. G.4-mm dry film thickness per coat. 1. Inserts. or buckle.6 A. Frame Anchors: ASTM A 879/A 879M. For anchors built into exterior walls. DUBAI. J. B. Class B. Type B. Grout: ASTM C 476." K. Where practical. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. C. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. 2. 3. 4. 5. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. Jamb Anchors: Provide number and spacing of anchors as follows: a. Masonry Type: Locate anchors not more than 406 mm from top and bottom of frame. Space anchors not more than 813 mm o.c., to match coursing, and as follows: 1) 2) 3) 4) b. Stud-Wall Type: Locate anchors not more than 457 mm from top and bottom of frame. Space anchors not more than 813 mm o.c. and as follows: 1) 2) 3) 4) c. d. 6. Two anchors per jamb up to 1524 mm high. Three anchors per jamb from 1524 to 2286 mm high. Four anchors per jamb from 2286 to 3048 mm high. Four anchors per jamb plus one additional anchor per jamb for each 610 mm or fraction thereof above 3048 mm high. Three anchors per jamb up to 1524 mm high. Four anchors per jamb from 1524 to 2286 mm high. Five anchors per jamb from 2286 to 2438 mm high. Five anchors per jamb plus one additional anchor per jamb for each 610 mm or fraction thereof above 2438 mm high. Compression Type: Not less than two anchors in each frame. Post-installed Expansion Type: Locate anchors not more than 152 mm from top and bottom of frame. Space anchors not more than 660 mm o.c. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. a. Division 08 Section 081113 Single-Door Frames: Drill stop in strike jamb to receive three door silencers. Page 7 of 10 Hollow Metals Door and Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE b. D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. 2. E. 2. 3. 4. 5. Shop Primer: SDI A250.10. Factory Finish: SDI A250.3. 1. 2.9 A. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollowmetal work. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. Provide loose stops and moldings on inside of hollow-metal work. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. STEEL FINISHES Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. B. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with mitered hairline joints. 1. 2.8 A. Double-Door Frames: Drill stop in head jamb to receive two door silencers. Color and Gloss: As selected by Architect from manufacturer's full range. ACCESSORIES Louvers: Provide sightproof louvers for interior doors, where indicated, which comply with SDI 111C, with blades or baffles formed of 0.5-mm- thick, cold-rolled steel sheet set into 0.8mm- thick steel frame. 1. Fire-Rated Automatic Louvers: Movable blades closed by actuating fusible link, and listed and labeled for use in fire-rated door assemblies of type and fire-resistance rating indicated. B. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. C. Grout Guards: Formed from same material as frames, not less than 0.4 mm thick. Division 08 Section 081113 Page 8 of 10 Hollow Metals Door and Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 - EXECUTION 3.1 A. INSTALLATION Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. b. c. d. e. f. g. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a. 3. 4. 5. 6. 7. 8. At fire-rated openings, install frames according to NFPA 80. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Install frames with removable stops located on secure side of opening. Install door silencers in frames before grouting. Remove temporary braces necessary for installation only after frames have been properly set and secured. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. b. Division 08 Section 081113 Squareness: Plus or minus 1.6 mm, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. Alignment: Plus or minus 1.6 mm, measured at jambs on a horizontal line parallel to plane of wall. Page 9 of 10 Hollow Metals Door and Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE c. d. B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary. 1. Non-Fire-Rated Steel Doors: a. b. c. d. 2. 3. C. Twist: Plus or minus 1.6 mm, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. Plumbness: Plus or minus 1.6 mm, measured at jambs at floor. Between Door and Frame Jambs and Head: 3.2 mm plus or minus 0.8 mm. Between Edges of Pairs of Doors: 3.2 mm to 6.3 mm plus or minus 0.8 mm. At Bottom of Door:plus or minus 6.5mm 0.8 mm. Between Door Face and Stop: 1.6 mm to 3.2 mm plus or minus 0.8 mm. Fire-Rated Doors: Install doors with clearances according to NFPA 80. Smoke-Control Doors: Install doors and gaskets according to NFPA 105. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow-metal manufacturer's written instructions. 1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 230 mm o.c. and not more than 51 mm o.c. from each corner. 3.2 A. ADJUSTING AND CLEANING Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081113 Division 08 Section 081113 Page 10 of 10 Hollow Metals Door and Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081213 – HOLLOW METAL FRAMES TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… DEFINITION………….…………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… 2 2 2 2 3 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 PRODUCTS……………………………………………………………………………………… MANUFACTURERS…..………………………………………………………………………….. REGULATORY REQUIREMENTS………………………………………………………………… INTERIOR DOORS AND FRAMES………….………………………………………………….. EXTERIOR HOLLOW METAL DOORS AND FRAMES..………………………………………. FRAME ANCHORS………………………………………………………………………………. MATERIALS……………………………………………………………………………………….. FABRICATION……….…………………………………………………………………………… STEEL FINISHES………………………………………………………………………………….. ACCESSORIES……………………………………………………………………………………. 2 2 2 3 3 3 4 4 5 6 3.0 3.1 3.2 EXECUTION…………………………………………………………………………………….. INSTALLATION…………………………………………………………………………………… ADJUSTING AND CLEANING..……..….……………………………………………………… 6 6 7 Division 08 Section 081213 Page 1 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081213 – HOLLOW METAL FRAMES PART 1 - GENERAL 1.1 A. B. SUMMARY Section includes hollow-metal frames. Related Requirements: 1. Section 081416 "Flush Wood Doors" for wood doors installed in hollow-metal frames. 1.2 A. DEFINITIONS Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. 1.3 A. ACTION SUBMITTALS Product Data: For each type of product. B. LEED/EHS Submittals: 1. Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. C. Shop Drawings: Include elevations, frame profiles, metal thicknesses, preparations for hardware, and other details. D. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. 1.4 A. INFORMATIONAL SUBMITTALS Product test reports. PART 2 - PRODUCTS 2.1 A. MANUFACTURERS Manufacturers: Subject to compliance with requirements 2.2 A. REGULATORY REQUIREMENTS Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings and Division 08 Section 081213 Page 2 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE temperature-rise limits indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 1. Smoke- and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105. B. Fire-Rated, Borrowed-Light Assemblies: Complying with NFPA 80 and listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9. 2.3 A. INTERIOR FRAMES Standard-Duty Frames: SDI A250.8, Level 1. At locations indicated in the Door and Frame Schedule 1. 2. 3. 4. 2.4 A. EXTERIOR HOLLOW-METAL FRAMES Heavy-Duty Frames: SDI A250.8, Level 2. [At locations indicated in the Door and Frame Schedule] 1. 2. 3. 4. 2.5 A. Physical Performance: Level C according to SDI A250.4. Materials: Metallic-coated, cold-rolled steel sheet, minimum thickness of 1.0 mm. Construction: Full profile welded. Exposed Finish: Factory. Physical Performance: Level B according to SDI A250.4. Materials: Metallic-coated steel sheet, minimum thickness of 1.3 mm, with minimum ZF120 coating. Construction: Full profile welded. Exposed Finish: Factory. FRAME ANCHORS Jamb Anchors: 1. 2. 3. 4. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 1.0 mm thick, with corrugated or perforated straps not less than 51 mm wide by 254 mm long; or wire anchors not less than 4.5 mm thick. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 1.0 mm thick. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 9.5-mmdiameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. Division 08 Section 081213 Page 3 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Floor Anchors: Formed from same material as frames, minimum thickness of 1.0 mm, and as follows: 2.6 A. MATERIALS Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than [25] percent. B. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. C. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B. D. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B. E. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 12G coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B. F. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. G. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials. H. Grout: ASTM C 476, except with a maximum slump of 102 mm, as measured according to ASTM C 143/C 143M. I. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing). J. Glazing: Comply with requirements in Section 088000 "Glazing." K. Bituminous Coating: Cold-applied asphalt mastic, compounded for 0.4-mm dry film thickness per coat. 2.7 A. FABRICATION Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. Division 08 Section 081213 Page 4 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. 3. 4. 5. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. Jamb Anchors: Provide number and spacing of anchors as follows: a. b. c. d. 6. C. Reinforce frames to receive nontemplated, mortised, and surface-mounted hardware. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with mitered hairline joints. 1. 2. 3. 4. 5. 2.8 A. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. 2. D. Masonry Type: Locate anchors not more than 406 mm from top and bottom of frame. Space anchors not more than 813 mm o.c., to match coursing. Stud-Wall Type: Locate anchors not more than 457 mm from top and bottom of frame. Space anchors not more than 813 mm o.c. Compression Type: Not less than two anchors in each frame. Postinstalled Expansion Type: Locate anchors not more than 152 mm from top and bottom of frame. Space anchors not more than 660 mm o.c. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollowmetal work. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. Provide fixed frame moldings on outside of exterior and on secure side of interior frames. Provide loose stops and moldings on inside of hollow-metal work. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. STEEL FINISHES Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. Division 08 Section 081213 Page 5 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. B. Factory Finish: SDI A250.3. 1. 2.9 A. B. Shop Primer: SDI A250.10. Color and Gloss: As selected by Architect from manufacturer's full range. ACCESSORIES Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. Grout Guards: Formed from same material as frames, not less than 0.4 mm thick. PART 3 - EXECUTION 3.1 A. INSTALLATION Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. b. c. d. e. f. g. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a. 3. 4. At fire-rated openings, install frames according to NFPA 80. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Install frames with removable stops located on secure side of opening. Install door silencers in frames before grouting. Remove temporary braces necessary for installation only after frames have been properly set and secured. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. Division 08 Section 081213 Page 6 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 5. 6. 7. 8. Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. b. c. d. B. Squareness: Plus or minus 1.6 mm, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. Alignment: Plus or minus 1.6 mm, measured at jambs on a horizontal line parallel to plane of wall. Twist: Plus or minus 1.6 mm, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. Plumbness: Plus or minus 1.6 mm, measured at jambs at floor. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow-metal manufacturer's written instructions. 1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 230 mm o.c. and not more than 51 mm o.c. from each corner. 3.2 A. ADJUSTING AND CLEANING Final Adjustments: Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081213 Division 08 Section 081213 Page 7 of 7 Hollow Metal Frames Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081216 – ALUMINUM FRAMES TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 1.5 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… CLOSEOUT SUBMITTALS………..……………………………………………………………… QUALITY ASSURANCE..………………………………………………………………………… 2 2 2 2 3 2.0 2.1 2.2 2.3 2.4 2.5 PRODUCTS……………………………………………………………………………………… MANUFACTURERS…..………………………………………………………………………….. COMPONENTS………………..………………………………………………………………… ACCESSORIES……………………………….………………………………………………….. FABRICATION…………………………………………...………………………………………. ALUMINUM FINISHES……..……………………………………………………………………. 3 3 3 3 3 4 3.0 3.1 EXECUTION…………………………………………………………………………………….. INSTALLATION…………………………………………………………………………………… 4 4 Division 08 Section 081216 Page 1 of 5 Aluminum Frames Samples: For each exposed product and for each color and texture specified. CLOSEOUT SUBMITTALS Maintenance data. smoke barriers. Schedule: For interior aluminum frames. 300 mm long in size. m at the tested pressure differential of 75 Pa of water. C.2 A. elevations. QUALITY ASSURANCE Fire-Rated Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency. B. sections. DUBAI. SUMMARY Section includes interior aluminum frames for doors and glazing installed in gypsum board partitions or block work. m per minute/sq.1 A. and smoke partitions.GENERAL 1. 1. Shop Drawings: For interior aluminum frames.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. based on testing at positive pressure according to NFPA 252 or UL 10C. UAE Title: DOCUMENT VOLUME 02. Air Leakage Rate: Maximum air leakage of 3 cu. for fire-protection ratings indicated. Smoke. details. 1.and Draft-Control Assemblies: Where indicated At corridors. and attachments to other work.3 A. C. Preinstallation Conference: Conduct conference at [Project site] Division 08 Section 081216 Page 2 of 5 Aluminum Frames . Use same designations indicated on Drawings. INFORMATIONAL SUBMITTALS Product test reports. B. 1. provide assemblies tested according to UL 1784 and installed in compliance with NFPA 105. ACTION SUBMITTALS Product Data: For each type of product indicated.4 A. 1. Include plans. Coordinate with door hardware schedule and glazing.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081216 – ALUMINUM FRAMES PART 1 . D.5 A. 1. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. E.4 A. stops.6 mm thick. C. D. primed.6 mm thick. and closers. Door Frames: Extruded aluminum. stainless-steel or other noncorrosive metal fasteners compatible with frames. Trim: Extruded aluminum. or vinyl seals. D. Glazing Gaskets: Manufacturer's standard extruded or molded plastic. nonmagnetic. to accommodate glazing thickness indicated. MANUFACTURERS Manufacturers: Subject to compliance with requirements 2. and other items being fastened. panels. Trim Style ACCESSORIES Fasteners: Aluminum. Door Silencers: Manufacturer's standard continuous mohair. B. not less than 1." Section 087111 "Door Hardware (Descriptive Specification). Alloy 6063-T5 or alloy and temper required to suit structural and finish requirements. wool pile. 2. reinforced for hinges. with removable snap-in casing trim glazing stops and door stops without exposed fasteners. Smoke Seals: Intumescent strip or fire-rated gaskets. COMPONENTS Aluminum Framing: ASTM B 221M. reinforcement plates. DUBAI. Hardware: Comply with requirements in Section 087100 Section 087111 "Door Hardware (Descriptive Specification). 90-Minute Fire-Protection Rating: Fabricate aluminum frame assemblies with a coldformed. Ceiling Tracks: Extruded aluminum.3 A.2 A. not less than 1. UAE Title: DOCUMENT VOLUME 02. E. 1. "Door Hardware" and FABRICATION Provide concealed corner reinforcements and alignment clips for accurately fitted hairline joints at butted or mitered connections. interior steel liner. 1. strikes.PRODUCTS 2. anchors. hardware.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . Glazing Frames: Extruded aluminum. F. B. for glazing thickness indicated. Glazing: Comply with requirements in Section 087100 "Door Hardware. Division 08 Section 081216 Page 3 of 5 Aluminum Frames ." 2. C.1 A. Color: As selected by Architect from full range of industry colors and color densities Baked-Enamel or Powder-Coat Finish: AAMA 2603 except with a minimum dry-film thickness of 0. ALUMINUM FINISHES Clear Anodic Finish: AAMA 611. conversion coating. Locate hardware as required by fire-rated label for assembly. Class II. Color and Gloss: As selected by Architect from manufacturer's full range. Comply with coating manufacturer's written instructions for cleaning." Section 087111 "Door Hardware (Descriptive Specification). B. comply with manufacturer's written instructions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Set frames accurately in position and plumbed. PART 3 . properly aligned. Division 08 Section 081216 Page 4 of 5 Aluminum Frames . Fabricate components to allow secure installation without exposed fasteners. pretreat. Factory prepare interior aluminum frames to receive templated mortised hardware. B. include cutouts. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE B. reinforcements. UAE Title: DOCUMENT VOLUME 02. 2. mortising.1 A. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2604 and containing not less than 70 percent PVDF resin by weight in color coat. If specific products are required. 0. 0. D. and applying and baking finish. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.5 A. AA-M12C22A31. D. 1. aligned. Only a few manufacturers offer high-performance finishes. DUBAI. 1. C. and tapping. Class II. and securely anchored to substrates. rigid. verify availability. Color and Gloss: As selected by Architect from manufacturer's full range 2.010 mm or thicker. AA-M12C22A32/A34. and securely fastened in place. Prepare.025 mm.010 mm or thicker. name coating manufacturers and products. INSTALLATION General: Install interior aluminum frames plumb. drilling. 1.EXECUTION 3. Locate removable stops on the inside of spaces accessed by keyed doors. according to the Door Hardware Schedule and templates furnished as specified in Section 087100 "Door Hardware. Fabricate frames for glazing with removable stops to allow glazing replacement without dismantling frame. C. Color Anodic Finish: AAMA 611." 1. END OF SECTION 081216 Division 08 Section 081216 Page 5 of 5 Aluminum Frames . Install frame components in the longest possible lengths. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Touch up marred frame surfaces so touchup is not visible from a distance of 1220 mm. DUBAI. install interior aluminum frames according to NFPA 80 and NFPA 105. C. Remove and replace frames with damaged finish that cannot be satisfactorily repaired. components up to 2450 mm long must be one piece. using cleaning methods recommended by frame manufacturer and according to AAMA 609 & 610. Clean exposed frame surfaces promptly after installation. D.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. At fire-protection-rated openings. E. ……………. PLASTIC LAMINATE FACED DOORS…. SHOP PRIMING………………………………………………………………………………….0 1..8 PRODUCTS……………………………………………………………………………………… MANUFACTURERS….6 2..2 1.………………………………………………………………………… 2 2 2 3 3 2.3 2.………………………………………..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. FACTORY FINISHING…………………………………………………………………………… 3 3 4 5 5 6 6 7 7 3.7 2.0 2. LIGHT FRAMES AND LOUVERS……. UAE Title: DOCUMENT VOLUME 02.………………………………………………………………………….. DUBAI.4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… QUALITY ASSURANCE.5 2.…………………………………………………………… DOORS AND OPAQUE FINISHES………….0 3.. GENERAL...………………………………………………………….. FLUSH WOOD DOORS..1 2.1 EXECUTION…………………………………………………………………………………….4 2. INSTALLATION…………………………………………………………………………………… 7 7 Division 08 Section 081416 Page 1 of 8 Flush Wood Doors .2 2..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081416 – FLUSH WOOD DOORS TABLE OF CONTENTS 1.…………………………………………………. FABRICATION…………………………………………………………………………………….3 1.1 1. cost for each regional material. b. certificates indicating location of material manufacturer and point of extraction. Section 078123 Intumescent fire proofing. Include statement indicating cost for each regionally manufactured material. 3. Product Data for Credit IEQ 4. Factory finishing flush wood doors. Section 088000 "Glazing" for glass view panels in flush wood doors.1 A. Section 087100 Door Hardware 3. Solid-core doors with hardboard and plastic-laminate faces. 2. B. DUBAI. documentation indicating that product contains no urea formaldehyde.4: For adhesives and composite wood products. 4. B. a. SUMMARY Section Includes: 1. Factory fitting flush wood doors to frames and factory machining for hardware. ACTION SUBMITTALS Product Data: For each type of door. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. Related Requirements: 1. or recovery for each raw material used in regionally extracted and manufactured materials. Certificates for Credit MR 6 Credit MR 7: Chain-of-custody certificates indicating that flush wood doors comply with forest certification requirements. Include factory-finishing specifications LEED/EHS Submittals: 1. harvest.2 A. 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. harvest. 1. and fraction by weight that is considered regional. Hollow-core doors with hardboard and plastic-laminate faces. Include documentation that manufacturer is certified for chain of custody by an FSC-accredited certification body. 4. or recovery for each raw material. 2. Include statement indicating cost for each certified wood product. Division 08 Section 081416 Page 2 of 8 Flush Wood Doors . UAE Title: DOCUMENT VOLUME 02. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials. Include statement indicating location of manufacturer and point of extraction. Include statement indicating distance to Project. 2.GENERAL 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regionally manufactured materials.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 081416 – FLUSH WOOD DOORS PART 1 . Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. 1. 5.01 GENERAL SPECIFICATIONS ARCHITECTURE 5. D. Fire-protection ratings for fire-rated doors. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. construction details not covered in Product Data. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." Laboratory Test Reports for Credit IEQ 4." Laboratory Test Reports for Credit IEQ 4. and hand of each door.3 A. Requirements for veneer matching. Laboratory Test Reports for Credit IEQ 4. 6. Shop Drawings: Indicate location. INFORMATIONAL SUBMITTALS Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. Dimensions and locations of cutouts. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 1. 2. Undercuts.PRODUCTS 2. B.1 A." Dimensions and locations of blocking. Dimensions and locations of mortises and holes for hardware. 7.1: For adhesives. DUBAI. 3.4: For composite wood products.4 A. 4. MANUFACTURERS Manufacturers: Subject to compliance with requirements Division 08 Section 081416 Page 3 of 8 Flush Wood Doors . size.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. QUALITY ASSURANCE Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body and is a certified participant in AWI's Quality Certification Program. UAE Title: DOCUMENT VOLUME 02. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.2: For paints and coatings. 6. PART 2 . 7. Samples: For plastic-laminate door faces and factory-finished doors. elevation of each kind of door. Doors to be factory finished and finish requirements. and the following: 1. C. "FSC Standard for Chain of Custody Certification.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. based on testing at positive pressure according to NFPA 252. Face: 3100 N. Cores: Provide core specified or mineral core as needed to provide fire-protection rating indicated. comply with AWI's "Architectural Wood Flush Doors]." E." and to FSC STD-40-004. Structural-Composite-Lumber-Core Doors: 1. for fire-protection ratings indicated. b. H. 1.S. Standard Duty: Closets (not including janitor's closets) private toilets and where indicated. WDMA I.and Draft-Control Door Assemblies: Listed and labeled for smoke and draft control. Provide stiles with concealed intumescent seals." 1. Comply with specified requirements for exposed edges. I. Low-Emitting Materials: Fabricate doors with adhesives and composite wood products that do not contain urea formaldehyde.2 A. D. Mineral-Core Doors: Division 08 Section 081416 Page 4 of 8 Flush Wood Doors . 3. F. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a qualified testing agency. Smoke. Certified Wood: Flush wood doors shall be certified as "FSC Pure"[ or "FSC Mixed Credit"] according to FSC STD-01-001. Structural Composite Lumber: WDMA I. Provide AWI Quality Certification Labels indicating that doors comply with requirements of grades specified. Comply with specified requirements for exposed edges. Heavy Duty unless otherwise indicated.1-A Performance Grade: 1. "FSC Principles and Criteria for Forest Stewardship. GENERAL Quality Standard: In addition to requirements specified. 2.S. UAE Title: DOCUMENT VOLUME 02. G. Edge: 1780 N. Pairs: Provide fire-retardant stiles that are listed and labeled for applications indicated without formed-steel edges and astragals. B. a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Low-Emitting Materials: Fabricate doors with [adhesives] [and] [composite wood products] that comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." C.10. 2. DUBAI. Screw Withdrawal. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. based on testing according to UL 1784. FLUSH WOOD DOORS. Screw Withdrawal. C. Grade: Premium. 2. Grade: Premium.4 A. all doors on the enternal face. 2. Construction: Seven plies. 2. Comply with specified requirements for exposed edges. B. Interior Solid-Core Doors: Refer Door schedules for locations.3 A. then entire unit is abrasive planed before veneering. either bonded or nonbonded. Edge Construction: At hinge stiles. unless otherwise mentioned on the schedule 5. Grade: Premium Faces: Any closed-grain hardwood of mill option. 4. 4. – Wet Areas – Fire rated doors 1. Blocking: Provide composite blocking with improved screw-holding capability approved for use in doors of fire-protection ratings indicated as needed to eliminate through-bolting hardware. Faces are bonded to core using a hot press. Core: [Structural composite lumber Construction: Five or seven plies. Construction: Standard hollow core. provide laminated-edge construction with improved screw-holding capability and split resistance. 2.Light Duty non fire rated doors. 5. DUBAI. PLASTIC-LAMINATE-FACED DOORS Interior Solid-Core Doors : Refer Door schedules for locations. Construction: Three plies. Hollow-Core Doors: 1. and Finishes: As selected by Architect from laminate manufacturer's full range of products. Faces: Any closed-grain hardwood of mill option. Plastic-Laminate Faces: High-pressure decorative laminates complying with NEMA LD 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 3.Heavy Duty rooms and Fire rated doors. Exposed Vertical Edges: Hardwood edges for staining to match faces Core: Structural composite lumber. UAE Title: DOCUMENT VOLUME 02. Colors. 2. 3. Stiles and rails are bonded to core. Division 08 Section 081416 Page 5 of 8 Flush Wood Doors . 1. Faces are bonded to core using a hot press. then entire unit is abrasive planed before faces are applied. 2. 3. J. Stiles and rails are bonded to core.. Grade HGS. Core: Noncombustible mineral product complying with requirements of referenced quality standard and testing and inspecting agency for fire-protection rating indicated. Patterns. DOORS FOR OPAQUE FINISH Exterior Solid-Core Doors NOT APPLICABLE 1. 6. Interior Hollow-Core Doors: Refer Door schedules for locations.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. Exposed Vertical Edges: Plastic laminate that matches faces. Metal and Finish: Extruded aluminum with Class II. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. UAE Title: DOCUMENT VOLUME 02.2-mm. Plastic-Laminate Faces: High-pressure decorative laminates complying with NEMA LD 3. and Finishes: As selected by Architect from laminate manufacturer's full range of products. clear anodic finish. Interior Hollow-Core Doors : Wet Areas Non Fire rated Doors 1. Light Openings: Trim openings with moldings of material and profile indicated. 2. 2. Comply with NFPA 80 requirements for fire-rated doors. FABRICATION Factory fit doors to suit frame-opening sizes indicated. Glazing: Factory install glazing in doors indicated to be factory finished. AAM12C22A32/A34. then entire unit is abrasive planed before faces and crossbands are applied. 3. 1. cold-rolled steel sheet. factory primed for paint with baked-enamel. Metal and Finish: Hot-dip galvanized steel. B.or powder-coated finish. Openings: Factory cut and trim openings through doors.0 mm thick. color anodic finish. Stiles and rails are bonded to core. 1. Metal and Finish: Extruded aluminum with light bronze Class II. Manufacturers: NOT APPLICABLE 2. 1. LIGHT FRAMES AND LOUVERS Metal Frames for Light Openings in Fire-Rated Doors: Manufacturer's standard frame formed of 1. Division 08 Section 081416 Page 6 of 8 Flush Wood Doors .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 7. Patterns. AAM12C22A31. factory primed for paint with baked-enamel. DUBAI. B. Comply with applicable requirements in Section 088000 "Glazing. Factory machine doors for hardware that is not surface applied. 2. Colors.or powder-coated finish. applied before faces. Grade: Premium. 1.thick. Grade HGS. B. Faces are bonded to core using a hot press. 1. Metal Louvers: 1. 4.6 A. Construction: Five plies. 3. 2.5 A." Louvers: Factory install louvers in prepared openings. and approved for use in doors of fire-protection rating indicated. 1. edges of cutouts. D.8 A. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Division 08 Section 081416 Page 7 of 8 Flush Wood Doors . Where threshold is shown or scheduled. Factory finish doors that are indicated to receive transparent finish. and mortises. and as indicated.2 mm at heads. Install fire-rated doors according to NFPA 80. 1. Stains and fillers may be omitted on top and bottom edges. a." 2. edges of cutouts. all four edges. all four edges. Finish faces. including fitting doors for openings and machining for hardware that is not surface applied. 2. and mortises after fitting and machining. E. Seal edges of doors. see Section 087100 "Door Hardware. SHOP PRIMING Doors for Opaque Finish: Shop prime faces. and mortises. C. Machine doors for hardware. provide 6. edges of cutouts. jambs. Provide 3. Complete fabrication.and draft-control doors according to NFPA 105." Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard. Factory-Fitted Doors: Align in frames for uniform clearance at each edge." PART 3 . Use only paints and coatings that comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.1 A.EXECUTION 3. B. do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below. 1. UAE Title: DOCUMENT VOLUME 02. Install smoke.4 mm from bottom of door to top of threshold unless otherwise indicated.7 A. and between pairs of doors. C. edges of cutouts. and mortises with one coat of wood primer specified in Section 099123" Interior Painting. B. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site. Clearances: Provide 3. INSTALLATION Hardware: For installation. FACTORY FINISHING General: Comply with referenced quality standard for factory finishing.2 mm from bottom of door to top of decorative floor finish or covering unless otherwise indicated. Comply with NFPA 80 for fire-rated doors. before finishing. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE END OF SECTION 081416 Division 08 Section 081416 Page 8 of 8 Flush Wood Doors . 01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083113 – ACCESS DOORS AND FRAMES TABLE OF CONTENTS 1.0 2.……………..1 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MATERIALS………………………….2 EXECUTION…………………………………………………………………………………….……… FLOOR ACCESS DOORS AND FRAMES…………………………….1 2.5 2..0 1.. UAE Title: DOCUMENT VOLUME 02.2 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2.. DUBAI.3 2.. ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS…………………….... FINISHES…….….……………………………………………………………………………………. 2 2 2 4 5 6 6 3. FABRICATION…………………………………………………………………………………….4 2.2 2.…………………………………………………………….……………………………………….6 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS. INSTALLATION…………………………………………………………………………………… ADJUSTING 7 7 Division 08 Section 083113 Page 1 of 7 Access Doors and Frames .……………………….0 3.1 1. 2. Provide frame with plaster beads for concealed flange installation. C.2 A.1 A. Door Size: See drawings. Samples: For each door face material. C. Schedule: Types. Floor access doors and frames. Assembly Description: Fabricate door to fit flush to frame. Shop Drawings: Include plans.PRODUCTS 2. Locations: Wall and ceiling 3. Uncoated Steel Sheet for Door: Nominal 1.GENERAL 1. D. and attachments to other work.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 A. 4. ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS Manufacturers: Subject to compliance with requirements B. NFPA 288 for fire-rated access door assemblies installed horizontally. Flush Access Doors with Concealed Flanges (see drawing): 1. DUBAI. SUMMARY Section Includes: 1. latching or locking provisions. 2. 16 gage a. B.52 mm. 2. Page 2 of 7 Access Doors and Frames . ACTION SUBMITTALS Product Data: For each type of product. Access doors and frames for walls and ceilings. locations. and other data pertinent to installation. 2. sections.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083113 – ACCESS DOORS AND FRAMES PART 1 . sizes.2 A. 1. NFPA 252 or UL 10B for fire-rated access door assemblies installed vertically. elevations. details. Division 08 Section 083113 Finish: Factory finish. Source Limitations: Obtain each type of access door and frame from single source from single manufacturer. UAE Title: DOCUMENT VOLUME 02. PERFORMANCE REQUIREMENTS Fire-Rated Access Doors and Frames: Units complying with NFPA 80 tested according to the following test method: 1. PART 2 . 6. 2. a. 5. a. proportional to door size.15 mm. and finish as door]. Metallic-Coated Steel Sheet for Door: Nominal 1. Assembly Description: Fabricate door to fit flush to frame. Aluminum Flush Access Doors :See drawing: 1. 6. 8. Finish: Factory finish. Flush Access Doors with Concealed Flanges See drawing designation: 1. 4. Frame Material: Same material and thickness as door. 6. Frame Material: Same material and thickness as door Hinges: Manufacturer's standard Hardware: Lock. F. 2. Finish: Clear anodic.63 mm. Hinges: Manufacturer's standard Hardware: Lock Fire-Rated. 9. Frame Material: [Same material.01 GENERAL SPECIFICATIONS ARCHITECTURE 5. 4. 16 gauge . Assembly Description: Fabricate door in the form of a pan recessed [25 mm] for plaster infill. 7. Hinges: Manufacturer's standard Hardware: Lock. a. thickness. 2. Recessed Access Doors 1. Locations: Wall and ceiling.52 mm. Metallic-Coated Steel Sheet for Door: Nominal 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Finish: Factory finish. Provide manufacturer's standard-width exposed flange. 3. 3. Provide frame with plaster beads for concealed flange installation. DUBAI. Basis-of-Design Product: Indicated on Drawings. Provide self-latching door with automatic closer and interior latch release. with a core of mineral-fiber insulation enclosed in sheet metal. 7. 5. Division 08 Section 083113 Page 3 of 7 Access Doors and Frames . Assembly Description: Fabricate door to fit flush to frame. Basis-of-Design Product: Indicated on Drawings. E. 8. D.63 mm. Door Size: See Drawings Aluminum Sheet for Door: Nominal 1. UAE Title: DOCUMENT VOLUME 02. 8. Finish: Factory finish. Door Size: See Drawings. Uncoated Steel Sheet for Door: Nominal 1. Provide frame with plaster bead for concealed flange installation. 16 gage. a. 7. 16 gage. Locations: Wall and ceiling. Basis-of-Design Product: Indicated on Drawings. Extruded-aluminum angle frame with 6. Watertight Aluminum Floor Door: [Single] or [Double]-leaf opening. 6."] FLOOR ACCESS DOORS AND FRAMES Manufacturers: Subject to compliance with requirements: B. without impact].4-mmthick. non-watertight. Lock Preparation: Prepare door panel to accept cylinder specified in [Section 087100 "Door Hardware. Floor Doors.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. galvanized structural . Division 08 Section 083113 Page 4 of 7 Access Doors and Frames . Metallic-Coated Steel Sheet for Door: Nominal 1. 5. Galvanized structural-steel frame with [6. Finish: [Factory finish]. D. Locations: Wall and ceiling Fire-Resistance Rating: Not less than [that of adjacent construction]. Extruded-aluminum gutter frame with DN 40 drainage coupling and 6.02 mm. diamond-pattern. m pedestrian live] [AASHTO H20 concentrated wheel] load.4-mm. 2. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. 7. G. and finish as door]. Hardware: 1. 20 gage. diamond-pattern. 9.4-kN/sq.3 A. loading capacity to support [14. aluminum tread plate door.4-kN/sq. Aluminum Floor Door: Double-leaf opening. F. 20 gage. watertight. Frame Material: [Same material. Hinges: Manufacturer's standard. loading capacity to support 14. m pedestrian live load AASHTO H20 concentrated wheel load. Basis-of-Design Product: Subject to compliance with requirements C. Latch: Self-latching bolt as shown on Drawings with interior release. nonwatertight. Temperature-Rise Rating: 250 deg C at the end of 30 minutes. heavy-duty hold-open arm that automatically locks door open at 90 degrees. UAE Title: DOCUMENT VOLUME 02. without impact. General: Equip each door with adjustable counterbalancing springs.4-mm-] thick. E. diamond-pattern. 8.steel tread plate door. Uncoated Steel Sheet for Door: [Nominal 0."] [Section 087111 "Door Hardware (Descriptive Specification). loading capacity to support [14. Hardware: Lock. Steel Angle-Frame Floor Door: [Single] [Double]-leaf opening. Lock: Mortise cylinder [As indicated in schedule] a. thickness. release handle with red vinyl grip that allows for one-handed closure. a. Finish: [Factory finish].4-kN/sq.thick.91 mm. a. 2. 4. and recessed lift handle. aluminum tread plate door. 10. m pedestrian live load] [AASHTO H20 concentrated wheel load. 1. Safety Accessories: Safety chains. B. G.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. E. watertight.4 A. galvanized structural .DO NOT STORE MATERIALS ON SURFACE. DUBAI. a. J. 2. revise if a higher strength is required. net and railing. Grade C or D. loading capacity to support 14. Fire-Resistance Rating: Not less than that of adjacent construction.4-kN/sq. rolled from ASTM A 36/A 36M or ASTM A 283/A 283M. hinges. Alloy 6063-T6. Finish: Yellow with wording "FIRE DOOR . Commercial Steel (CS).DO NOT STORE MATERIALS ON SURFACE. and Bars: ASTM A 36/A 36M.steel tread plate door. diamond-pattern. stainless-steel butt hinges with stainless-steel pins. and fasteners. including latch and lifting mechanism assemblies. Watertight Steel Gutter-Frame Floor Door: Single or Double -leaf opening. MATERIALS Steel Plates. Rolled-Steel Floor Plate: ASTM A 786/A 786M. Division 08 Section 083113 Page 5 of 7 plate complying with Access Doors and Frames . Alloy 6061-T6. Latch: Stainless-steel slam latch. Aluminum Extrusions: ASTM B 221M. 3. Steel Sheet: Uncoated or electrolytic zinc coated.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. exposed. C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M. Shapes." Finish: Yellow with wording "FIRE DOOR . H. Galvanized structural-steel channel frame forming gutter with DN 40 drainage coupling and 6. Hinges: Heavy-duty. and all brackets. Type B. I.4-mmthick. pins. Lock: Keyed deadbolt lock Hardware Material: Stainless steel. 2. m pedestrian live AASHTO H20 concentrated wheel load. 4. Insulation: Urethane with liner pan. with minimum Z180 or ZF180 metallic coating. a. G. Commercial Steel (CS). ASTM A 879/A 879M. with cold-rolled steel sheet substrate complying with ASTM A 1008/A 1008M. Fire-Resistance Rating: Not less than that of adjacent construction . hold-open arms. "Rolled-Steel Floor Plate" Paragraph below specifies minimum yield point of 30 ksi (205 MPa)." Hardware: Provide the following: 1. F. UAE Title: DOCUMENT VOLUME 02. D. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M. Division 08 Section 083113 Page 6 of 7 Access Doors and Frames . or roughness.5 A. D. 2. B. and Anchor Fasteners: ASTM A 153/A 153M or ASTM F 2329. Metal Surfaces: For metal surfaces exposed to view in the completed Work. Frame Anchors: Same type as door face. I. FINISHES Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. DUBAI. apply manufacturer's standard protective coating on aluminum that will come in contact with concrete. For recessed panel doors. 2. smooth plane when closed. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated. 1. temporary protective covering before shipping. FABRICATION General: Provide access door and frame assemblies manufactured as integral units ready for installation. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. C. Aluminum Sheet: ASTM B 209M. 1.6 A. UAE Title: DOCUMENT VOLUME 02. and with not less than strength and durability properties of Alloy 5005-H15. with minimum sheet thickness according to ANSI H35. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Inserts. rolled trade names. provide access sleeves for each locking device. Do not use materials with exposed pitting. seam marks. Bolts. For recessed doors with plaster infill. Protect mechanical finishes on exposed surfaces from damage by applying a strippable. Furnish plastic grommets and install in holes cut through finish. furnish two keys per lock and key all locks alike.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Recessed Access Doors: Form face of panel to provide recess for application of applied finish. Extruded Aluminum: After fabrication. provide materials with smooth. flat surfaces without blemishes.01 GENERAL SPECIFICATIONS ARCHITECTURE H. B. Hot-dip galvanized steel according to 2. For cylinder locks. Latching Mechanisms: Furnish number required to hold doors in flush. Reinforce panel as required to prevent buckling. roller marks.2M. J. provide self-furring expanded metal lath attached to door panel. C. Furnish attachment devices and fasteners of type required to secure access doors to types of supports indicated. F. E. 2.018 mm or thicker. baked-on finish consisting of prime coat and thermosetting topcoat. INSTALLATION Comply with manufacturer's written instructions for installing access doors and frames.EXECUTION 3. bowed. with a minimum dry-film thickness of 0. Mill finish. PART 3 .2 A. Aluminum Finishes: 1. fast-curing. 3. lead. B. Factory Finish: Immediately after cleaning and pretreating.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. universal primer immediately after surface preparation and pretreatment. Install doors flush with adjacent finish surfaces or recessed to receive finish material. DUBAI.025 mm for topcoat.and chromate-free. Clear Anodic Finish: AAMA 611. E. Class I.01 GENERAL SPECIFICATIONS ARCHITECTURE D. ADJUSTING Adjust doors and hardware. for proper operation. apply manufacturer's standard two-coat. Remove and replace doors and frames that are warped. 2. END OF SECTION 083113 Division 08 Section 083113 Page 7 of 7 Access Doors and Frames . after installation. B. Steel and Metallic-Coated-Steel Finishes: 1. Factory Prime: Apply manufacturer's standard. or otherwise damaged. UAE Title: DOCUMENT VOLUME 02. 0.1 A. AA-M12C22A41. .2 2.4 1.6 1.. ALUMINUM FINISHES….5 PRODUCTS……………………………………………………………………………………… MANUFACTURERS……………….0 3.2 1.0 1.3 1.1 1.……………………………………………………………………….7 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………. CLOSEOUT SUBMITTALS……………………………………………………………………….1 3.3 2..…………………………………………………………….………………………. 3 3 3 6 6 7 3. FABRICATION…………………………………………………………………………………….... UAE Title: DOCUMENT VOLUME 02. INSPECTION……………………………………………………………………………………… INSTALLATION…………………………………………………………………………………… ADJUST AND CLEAN……………………………………………………………………………. 2 2 2 2 2 2 3 3 2.. QUALITY ASSURANCE…………………………………………………………………………. HORIZONTAL SLIDING WALL SYSTEM………………………………………………. DUBAI.1 2.4 2. 7 7 7 8 Division 08 Section083213 Page 1 of 8 Horizontal Sliding Wall System .5 1.3 EXECUTION…………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083213 – HORIZONTAL SLIDING WALL SYSTEM TABLE OF CONTENTS 1..2 3.0 2.……………………………. WARRANTY……………………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..……… GLAZING…………………………………. 1. Samples: For each exposed product and for each color and texture specified. ACTION SUBMITTALS Product Data: Submit manufacturer's standard literature and details for proof of compliance with specifications. If there is a duplication of items all façade elements shall be in accordance with the façade specifications. B. Durability of Sliding panels: Tested to 10. UAE Title: DOCUMENT VOLUME 02. 1. B. Sample warranty. C. 4. B. DUBAI. and operational clearances.2 A. details. Shop Drawings: For sliding aluminum framed glass doors.5 W/m2K.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. hardware. attachments to other work. This specification shall be reviewed and coordinated with project Façade specifications. CLOSEOUT SUBMITTALS Maintenance data.5 A. 3. based on a four-panel installation. according to EN 12211. 5.000 cycles Air permeability: Class 2. Thermal transmittance value (Uf)of 3. elevations.8 W/m2K for profiles Sound Protection: Sound protection value of min 27dB. Suitable to use in maximum wind load environments 1700 Pa and 133 km/h.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083213 – HORIZONTAL SLIDING WALL SYSTEM PART 1 . Division 08 Section083213 Page 2 of 8 Horizontal Sliding Wall System .4 A. based on 3-leaf complete door system 2900mm x 2500mm (WxH). INFORMATIONAL SUBMITTALS Product test reports.000 cycles according to EN 1527:1998 Additional panel functions: Tested to 50. Thermal Transmittance: Thermal transmittance (UD) of 1. according to EN 1206 1.3 A.1 A. PERFORMANCE REQUIREMENTS General: Provide sliding aluminum-framed glass wall system capable of complying with performance requirements indicated. 1. SUMMARY Section includes Horizontal sliding aluminum framed glass wall system for exterior locations. sections. Include plans.GENERAL 1. 2. Design Wind Loads: Resistance to wind load (Class B3). Metal Finish: One year from date of Substantial Completion. 2. Basis-of-Design Product: Subject to compliance with requirements. C.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. D. The panels shall be of nominal thickness 64mm. DUBAI. HORIZONTAL SLIDING WALL SYSTEM Product: Product to be a comprehensive system top hung individual framed double glazed panels produced by a single manufacturer. UAE Title: DOCUMENT VOLUME 02. Warranty Period: a. 3. Each panel can be moved with no need of guided or channels on the floor. PART 2 . MANUFACTURERS Manufacturers: Provide products for Horizontal Sliding Wall subject to compliance with requirements. B.7 WARRANTY 1.1 A. 1. The largest width should not exceed maximum 115% of the smallest width. E. Glazing: One year from date of Substantial Completion. The individual panels can also be of differing widths. Glazing Publications: Comply with published recommendations of glass manufacturers and with GANA's "Glazing Manual" unless more stringent requirements are indicated. B. QUALITY ASSURANCE MANUFACTURE'S QUALIFICATIONS: Manufacturer shall provide documented reliability tests and list of present users. c. provide the product indicated on Drawings. 1. b. system height up to 3000 mm with individual panel weights unto 120Kg and width up to 1100mm. and have been in the sliding folding partition business for at least ten (10) years.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.PRODUCTS 2. 2. Sliding Door: One year from date of Substantial Completion. Division 08 Section083213 Page 3 of 8 Horizontal Sliding Wall System . INSTALLER'S QUALIFICATIONS: Engage an installer who is an authorized representative of the sliding folding systems manufacturer with at least five (5) years experience specifically with sliding folding systems for both the installation and maintenance of the type of units required for this project. BUILDING CODES: Provide horizontal sliding aluminum-framed glass wall system that will comply with DIN standards and other applicable local building codes. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201.2 A.6 A. All profiles should be thermally sealed profiles. non-sliding. 7. 8. Sealed double glazing unit shall be fitted with interlocking multiple-lip seals plus automatically extending rubber seal along with the insulated strips (24mm x 3 mm) in the thermal-break profile. Each panel should be secured in its closed position by bolts or locks. Stacking area to be as shown in plans B. 5. 6. Single Action Door with wall connection: Single action panel. made of aluminum. 12. Special seals to be fitted around the panels to ensure effective draught exclusion and maintain the thermal barrier. Two preselected panels to be single action sliding panels.The glazing to be double glazed. Top and bottom profiles to have ejectable seals to seal the system properly. DUBAI. Framing Members: 1. Track to be of size 75mm x 72mm. UAE Title: DOCUMENT VOLUME 02. All operating parts to be made of corrosion resistant stainless steel 15. 13. The precise dimensions of the sealed double glazing units to be ordered should be exclusively taken from the approval drawing released by the system manufacturer. 11. in powder coated finish as selected by the architect. Installation-efficient Manufacturer standard substructure 75mm x 72mm to accommodate track rail mounting requirements(optional) 9. Carrier with suspension assembly and bearing profile for safe and easy sliding of the panels. 10. Division 08 Section083213 Page 4 of 8 Horizontal Sliding Wall System . bolted to the sub-structure. with cam action slide channel door closer TS 92 and when needed to be slided and stacked away 16. The single action door with wall connection arm assembly can be swung round 170 degree. operates independently of the rest of the system. to act as normal single action doors.01 GENERAL SPECIFICATIONS ARCHITECTURE 4.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. enabling double-glazing upto 49mm. so leaving the entire operating zone free. The closed panel is secured by multipoint locks with central locking system 14. tempered 6mm inside with 12 air space and 6mm outside glass. Division 08 Section083213 Page 5 of 8 Horizontal Sliding Wall System . Bottom frame: Extruded Aluminium. Single Action sliding panel: Single action sliding panel fitted with concealed door closer. 2. 2mm thick.01 GENERAL SPECIFICATIONS ARCHITECTURE Bottom frame: Extruded Aluminium. 4. 64 mm x 128 mm with thermal break profile and automatically extending rubber seal.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 126 mm x 64 mm with thermal break profile and automatically extended rubber seal. as indicated on the drawings. 64 mm x 128 mm with thermal break profile and automatically extending rubber seal. Stile Design: 77 mm x 64 mm. extruded aluminium with thermal break and interlocking profile. 3. as indicated on the drawings. Top Frame: Extruded Aluminium. 2mm thick. 64 mm x 128 mm with thermal break profile and automatically extending rubber seal. 126 mm x 64 mm with thermal break profile and automatically extended rubber seal. extruded aluminium with thermal break and interlocking profile. as indicated on the drawings. 2mm thick. Top Frame: Extruded Aluminium. Fixed Screen: Non-sliding side screen with that decouples from the rest of the system. 2mm thick. Stile Design: 123mm x 64 mm extruded aluminium with thermal break and interlocking profile. 126 mm x 64 mm with thermal break profile and automatically extended rubber seal. Stile Design: 81 mm x 64 mm. Top Frame: Extruded Aluminium. but are locked down when the frontage or partition is closed. Sliding Panel: Sliding panels that are movable. 2mm thick. UAE Title: DOCUMENT VOLUME 02. 64 mm x 128 mm with thermal break profile and automatically extending rubber seal. 2mm thick. Manufacturer standard ITS 96 Bottom frame: Extruded Aluminium. DUBAI. Bottom frame: Extruded Aluminium. 2mm thick. outer lite consisting of laminated glass unit with PVB interlayer for windborne-debris resistance. outer lite consisting of laminated glass unit with PVB interlayer for windborne-debris resistance. 2. insulating-glass units. insulating-glass units. UAE Title: DOCUMENT VOLUME 02. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE Stile Design: Extruded aluminium with thermal break and interlocking profile. as indicated on the drawings. with low-E coating pyrolytic on second surface or sputtered on second or third surface. insulating-glass units. Clear. 64mm x 76mm vertical stile connecting the next panel At wall side. insulating-glass units. Clear. Monolithic laminated glass unit. Clear.3 A. Top Frame: Extruded Aluminium. Weep Holes: Provide weep holes and internal drainage passages to conduct infiltrating water to exterior. with low-E coating pyrolytic on second surface or sputtered on second or third surface.4 A. GLAZING Glass and Glazing System: Comply with Section 088000 "Glazing" for safety glass. 4. and laminated glass units. DUBAI. B. for fixed screen with wall connection profile. 2mm thick. Clear. 5. with PVB interlayer. Glass: Comply with Section 088000 "Glazing" for requirements applicable to safety glazing. for fixed screen 64mm x 77mm. 126 mm x 64 mm with thermal break profile and automatically extended rubber seal. 64mm x 59mm. insulating-glass units. insulating-glass units. argon gas filled. 3. Glazing System: Manufacturer's standard factory-glazing system that produces weather tight seal. laminated glass. 2. complying with windborne-debris resistance. FABRICATION Fabricate sliding aluminum-framed glass doors that are reglazable without dismantling panel framing. insulating-glass units. Division 08 Section083213 Page 6 of 8 Horizontal Sliding Wall System . Clear. with low-E coating pyrolytic on second surface or sputtered on second or third surface. 1. and glazing requirements applicable to glazed sliding aluminum-framed glass doors. C. 6.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. Verify availability with manufacturers. 3. smooth operation. plumb. H.2 A. square. and proper latching without unnecessary force or excessive clearance. Lubricate hardware and moving parts. commissioning and maintenance through their dealers to contractors at site. to provide weather tight construction.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.EXECUTION 3. UAE Title: DOCUMENT VOLUME 02. and other adjacent construction. warp or rack of frames and panels.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. air barriers. Shop Drawings. or impeding thermal movement. without binding. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials according to ASTM E 2112. B. Do not proceed with the work until all unsatisfactory conditions have been corrected in a manner acceptable to the installer. The manufacturer should have a local office to co-ordinate and extend services like installation.5 ALUMINUM FINISHES Retain one of two options in first paragraph below. D. Section 5. C. without distortion. hardware. A.1 A. and other components. and manufacturer's written instructions for installing doors. E. as indicated. DUBAI. vapor retarders. Division 08 Section083213 Page 7 of 8 Horizontal Sliding Wall System . accessories. Class II finish is standard with many manufacturers. PART 3 . and moisture migrating within doors to the exterior. B.12 "Dissimilar Materials. water/weather barriers. true to line. Class I finish is heavy anodized and may be unavailable. as per the instructions from the architect. Set sill members in bed of sealant or with gaskets. Install sliding aluminum-framed glass doors level. and a weather tight closure. INSTALLATION Comply with Drawings. G. anchored securely in place to structural support. Adjust operating panels and screens to provide a tight fit at contact points and weather stripping for smooth operation. Anodized or powder coated finish. Adjust hardware for proper alignment. water penetrating joints. Install sliding aluminum-framed glass doors and components to drain condensation. and in proper relation to wall flashing. INSPECTION Installer must examine the areas and conditions under which the sliding folding framed glass partitions are to be installed and inform the contractor in writing of conditions detrimental to the proper and timely completion of the work." F. monitor sliding door surfaces adjacent to and below exterior concrete and masonry surfaces for presence of dirt. ADJUST AND CLEAN All the systems must be wiped clean and free of handprints. Advise contractor of protective treatment and other precautions required through the remainder of the construction period. 3. L. grease and oil. Comply with manufacturer's written recommendations for final cleaning and maintenance. or other contaminants. If contaminating substances do contact sliding door surfaces. Remove nonpermanent labels and clean surfaces. During construction. Avoid damaging protective coatings and finishes. to ensure that the systems will be without damage or deterioration and the time of acceptance. Protect sliding door surfaces from contact with contaminating substances resulting from construction operations. Comply with manufacturer's written recommendations for final cleaning and maintenance. stains. J.3 A. END OF SECTION 083213 Division 08 Section083213 Page 8 of 8 Horizontal Sliding Wall System . remove contaminants immediately according to manufacturer's written instructions. M. DUBAI. and clean surfaces. Replace damaged components. alkaline deposits. Remove and replace glass that has been broken. Remove nonpermanent labels. N. K. Clean glass immediately after installing sliding aluminum-framed glass doors.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. abraded.01 GENERAL SPECIFICATIONS ARCHITECTURE I. scum. UAE Title: DOCUMENT VOLUME 02. Refinish or replace sliding aluminum-framed glass doors with damaged finishes. chipped. cracked. Clean aluminum surfaces immediately after installing sliding doors. or damaged during construction period. 5 1..4 1.0 2.1 1. 2 2 3 3 4 4 3..5 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… STEEL SOUND CONTROL DOORS……………………………………………………………. SOUND CONTROL FRAMES…………………………………………………………………… HARDWARE………………………………………………………………………………………. INSTALLATION…………………………………………………………………………………… 5 5 Division 08 Section 083473.13 – METAL SOUND CONTROL DOOR ASSEMBLIES TABLE OF CONTENTS 1.6 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… PREINSTALLATION MEETINGS….……………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… CLOSEOUT SUBMITTALS……………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083473.3 1. FABRICATION…………………………………………………………………………………….2 1. 2 2 2 2 2 2 2 2.1 EXECUTION…………………………………………………………………………………….. WARRANTY……………………………………………………………………………………….0 1.0 3.2 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.13 Page 1 of 6 Metal Sound Control Door Assemblies ..3 2.1 2.4 2. UAE Title: DOCUMENT VOLUME 02. DUBAI. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 083473.13 – METAL SOUND CONTROL DOOR ASSEMBLIES PART 1 - GENERAL 1.1 A. SUMMARY Section includes metal sound control door assemblies. 1.2 A. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at [Project site] 1.3 A. ACTION SUBMITTALS Product Data: For each type of product. B. Shop Drawings: For sound control door assemblies. Include elevations, details, seals, anchorages, and accessories. C. Samples: For units with factory-applied finishes. D. Schedule: Provide a schedule of sound control door assemblies prepared using same reference numbers for details and openings as those on Drawings. 1.4 A. B. INFORMATIONAL SUBMITTALS Product certificates. Product test reports. 1.5 A. CLOSEOUT SUBMITTALS Maintenance data. 1.6 A. WARRANTY Special Warranty: Manufacturer agrees to repair or replace components of sound control door assemblies that fail in materials or workmanship within specified warranty period. 1. Warranty Period: [Five] years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 A. PERFORMANCE REQUIREMENTS STC Rating: [As indicated on Drawings] [As indicated in the Door Schedule] as calculated by ASTM E 413 when tested in an operable condition according to ASTM E 90. Division 08 Section 083473.13 Page 2 of 6 Metal Sound Control Door Assemblies Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.2 A. B. STEEL SOUND CONTROL DOORS Manufacturers: Subject to compliance with requirements Doors: Flush-design sound control doors, thickness as required to provide STC rating, of seamless construction; with manufacturer's standard sound-retardant core as required to provide STC rating indicated. Construct doors with smooth, flush surfaces without visible joints or seams on exposed faces or stile edges. Fabricate according to NAAMM-HMMA 865. 1. 2. 3. 4. 5. Interior Doors: Fabricate from cold-rolled steel sheet unless otherwise indicated, 1.21mm nominal thickness or thicker as required to achieve STC rating indicated. Core: Manufacturer's standard sound control core. Loose Stops for Glazed Lites in Doors: Same material as face sheets. Top and Bottom Channels: Closed with continuous channels of same material as face sheets, spot welded to face sheets not more than 152 mm o.c. Hardware Reinforcement: Same material as face sheets. C. Glazing: Comply with requirements in Section 088000 "Glazing." D. Materials: 1. 2. 3. E. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B. Glazing: As required by sound control door assembly manufacturer to comply with sound control requirements. Finishes: 1. 2. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating. Factory-Applied Paint Finish: Manufacturer's standard primer and finish coats, complying with SDI A250.3 for performance and acceptance criteria. a. 2.3 A. SOUND CONTROL FRAMES Frames: Fabricate sound control door frames with corners mitered, reinforced, and continuously welded the full depth and width of frame. Fabricate according to NAAMMHMMA 865. 1. 2. 3. B. Color and Gloss: As selected by Architect from manufacturer's full range. Weld frames according to NAAMM-HMMA 820. Interior Frames: Fabricate from cold-rolled steel sheet unless otherwise indicated, 1.90mm nominal thickness or thicker as required to provide STC rating indicated. Hardware Reinforcement: Fabricate according to NAAMM-HMMA 865 of same material as face sheets. Materials: Division 08 Section 083473.13 Page 3 of 6 Metal Sound Control Door Assemblies Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. 3. C. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B. Mineral-Fiber Insulation: Insulation composed of rock-wool fibers, slag-wool fibers, or glass fibers. Finishes: 1. 2. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating. Factory-Applied Paint Finish: Manufacturer's standard primer and finish coats, complying with SDI A250.3 for performance and acceptance criteria. a. 2.4 A. HARDWARE Sound Control Door Hardware: Manufacturer's standard sound control system, including head and jamb seals, door bottoms, cam-lift hinges, and thresholds, as required by testing to achieve STC rating indicated. 1. 2. 3. 4. 5. 6. B. 2.5 A. Color and Gloss: As selected by Architect from manufacturer's full range. Compression Seals: One-piece units consisting of closed-cell sponge neoprene or silicone seal held in place by metal retainer, with retainer cover of same material as door frame; attached to door frame with concealed screws. Magnetic Seals: One-piece units consisting of closed-cell sponge neoprene seal and resiliently mounted magnet held in place by metal retainer, with retainer cover of same material as door frame; attached to door frame with concealed screws. Automatic Door Bottoms: Neoprene or silicone gasket, held in place by metal housing, that automatically drops to form seal when door is closed. Door Bottoms: Neoprene or silicone gasket held in place by metal housing; mortised into bottom edge of door. Cam-Lift Hinges: Full-mortise template type that raises door 13 mm when door is fully open; with hardened pin; fabricated from stainless steel. Thresholds: Flat, smooth, unfluted type as recommended by manufacturer; fabricated from stainless steel. Other Hardware: Comply with requirements in [Section 087100 "Door Hardware."] [Section 087111 "Door Hardware (Descriptive Specification)."] FABRICATION Steel Sound Control Door Fabrication: 1. 2. Seamless Edge Construction: Fabricate doors with faces joined at vertical edges by welding; welds shall be ground, filled, and dressed to make them invisible and to provide a smooth, flush surface. Glazed Lites: Factory install glazed lites according to requirements of tested assembly to achieve STC rating indicated. Provide fixed stops and moldings welded on secure side of door. Division 08 Section 083473.13 Page 4 of 6 Metal Sound Control Door Assemblies Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Hardware Preparation: Factory prepare sound control doors to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping. a. b. 4. B. Reinforce doors to receive nontemplated mortised and surface-mounted door hardware. Locate door hardware as indicated, or if not indicated, according to NAAMMHMMA 831, "Recommended Hardware Locations for Custom Hollow Metal Doors and Frames." Tolerances: Fabricate doors to tolerances indicated in NAAMM-HMMA 865. Sound Control Frame Fabrication: 1. 2. 3. 4. Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated from same thickness metal as frames. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. Anchors: Provide number and spacing of anchors as indicated in NAAMMHMMA 865. Hardware Preparation: Factory prepare sound control frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping. a. b. 5. Reinforce frames to receive nontemplated mortised and surface-mounted door hardware. Locate hardware as indicated, or if not indicated, according to NAAMMHMMA 831, "Recommended Hardware Locations for Custom Hollow Metal Doors and Frames." Tolerances: Fabricate frames to tolerances indicated in NAAMM-HMMA 865. PART 3 - EXECUTION 3.1 A. INSTALLATION Frames: Install sound control door frames in sizes and profiles indicated. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. b. Where frames are fabricated in sections due to shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, and dress; make splice smooth, flush, and invisible on exposed faces. Install sound control frames with removable glazing stops located on secure side of opening. Division 08 Section 083473.13 Page 5 of 6 Metal Sound Control Door Assemblies Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE c. d. e. 2. 3. 4. 5. 6. 7. Remove temporary braces only after frames or bucks have been properly set and secured. Check squareness, twist, and plumbness of frames as walls are constructed. Shim as necessary to comply with installation tolerances. Apply corrosion-resistant coating to backs of frames to be filled with mortar, grout, and plaster containing antifreezing agents. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. Metal-Stud Partitions: Fully fill frames with mineral-fiber insulation. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. In-Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. Ceiling Struts: Extend struts vertically from top of frame at each jamb to supporting construction above unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction above. Provide adjustable wedged or bolted anchorage to frame jamb members. Installation Tolerances: Adjust sound control door frames for squareness, alignment, twist, and plumbness as indicated in NAAMM-HMMA 865. B. Doors: Fit sound control doors accurately in frames, within clearances as indicated in NAAMM-HMMA 865. C. Sound Control Seals: Where seals have been factory prefit and preinstalled and subsequently removed for shipping, reinstall seals and adjust according to manufacturer's written instructions. D. Cam-Lift Hinges: Install hinges according to manufacturer's written instructions. E. Thresholds: Set thresholds in full bed of sealant complying with requirements in Section 079200 "Joint Sealants." F. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with sound control door assembly manufacturer's written instructions. END OF SECTION 083473.13 Division 08 Section 083473.13 Page 6 of 6 Metal Sound Control Door Assemblies Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 084413 – GLAZED ALUMINUM CURTAIN WALLS TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… PREINSTALLATION MEETINGS….……………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… INFORMATIONAL SUBMITTALS………………………………………………………………… CLOSEOUT SUBMITTALS………………………………………………………………………... QUALITY ASSURANCE….………………………………………………………………………. WARRANTY………………………………………………………………………………………. 2 2 2 2 2 3 3 4 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 PRODUCTS………………………………………………………………………………………. PRODUCT SELECTION………………..…………………………………………………………. DESIGN CRITERIA……………………………………………………………………………….. PERFORMANCE REQUIREMENTS……………………………………………………………… MANUFACTURERS………………………………………………………………………………. FRAMING…………………………………………………………………………………………. GLAZING…………………………………………………………………………………………. FABRICATION……………………………………………………………………………………. ALUMINUM FINISHES…………………………………………………………………………… 4 4 5 6 8 8 9 9 10 3.0 3.1 3.2 EXECUTION…….………………………………………………………………………………. INSTALLATION…………………………………………………………………………………… FIELD QUALITY CONTROL………………………………………………………………………. 11 11 11 Division 08 Section 084413 Page 1 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 084413 – GLAZED ALUMINUM CURTAIN WALLS PART 1 - GENERAL 1.1 A. B. SUMMARY Section includes glazed aluminum curtain walls. This specification shall be reviewed and coordinated with project Façade specifications. If there is a duplication of items all façade elements shall be in accordance with the façade specifications. 1.2 A. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. 1.3 A. ACTION SUBMITTALS Product Data: For each type of product. B. LEED/EHS Submittals: 1. 2. C. Product Data for Credit IEQ 4.1: For glazing sealants used inside the weatherproofing system, documentation including printed statement of VOC content. Laboratory Test Reports for Credit IEQ 4.1: For glazing sealants used inside the weatherproofing system, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Shop Drawings: Include plans, elevations, sections, full-size details, and attachments to other work. 1. Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers. D. Samples: For each exposed finish required. E. Delegated-Design Submittal: For glazed aluminum curtain walls indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.4 A. B. INFORMATIONAL SUBMITTALS Energy Performance Certificates: manufacturer. NFRC-certified energy performance values from Product test reports. Division 08 Section 084413 Page 2 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Field quality-control reports. D. Sample warranties. 1.5 A. CLOSEOUT SUBMITTALS Maintenance data. 1.6 A. QUALITY ASSURANCE Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer, A specialist, who has at least 10 years successful experience in performing similar work, and is certified to BS EN ISO 9001, or operates a similar quality system acceptable to the Engineer. Operatives must have service or repair facilities not more than two hours from the Project Site. Powder coating applicator to be approved by powder coating manufacturer. Refer also to Section 050513. B. Testing Agency Qualifications: Qualified according to ASTM E 699 for testing indicated and accredited by DAC, UKAS and ENAS under ISO 17025. C. Standards: Comply with the design, fabrication and installation requirements of BS 8200 and the Centre for Window & Cladding Technology (CWCT) Standard for Systemized Building Envelopes. D. Certifications: 1. Off-Site testing: a) The Contractor may provide data from previous independently certified tests to demonstrate that the Contractor's proposed systems meet the performance requirements of the Architectural Specification. The information shall be to the entire satisfaction of the Engineer. b) If suitable data to demonstrate compliance with the performance requirements is not available provide prototypes of each type and have they independently tested in accordance with the testing criteria indicated in the Architectural Specification. c) Independently certified test data, as applicable, shall include static and dynamic results, and Agreement certificates. d) Submit to the Engineer test certificates to confirm compatibility of the sealant used with all substrate materials including aluminium, finishes, glass, glass coatings, gaskets, setting blocks, backing rods, etc. These certificates shall relate to tests carried out by the sealant manufacturer. E. Provide mock-ups, prototypes, quality benchmark installations, testing and inspections in accordance with Division 01 Quality Requirements. 1. Mock-ups: a) To be agreed with the Engineer. 2. Prototypes: b) To be agreed with the Engineer. Division 08 Section 084413 Page 3 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Quality Benchmark Installation: First completed full height structural bay of each type of system in location to be agreed. F. Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. 1. 1.7 A. WARRANTY Special Assembly Warranty: Installer agrees to repair or replace components of glazed aluminum curtain wall that do not comply with requirements or that fail in materials or workmanship within specified warranty period. 1. B. Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed, submit comprehensive explanatory data to Architect for review. Warranty Period: 10 years from date of Substantial Completion. Special Finish Warranty: Standard form in which manufacturer agrees to repair finishes or replace aluminum that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1. Warranty Period: 10years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 A. PRODUCT SELECTION Glazed Aluminium Curtain Wall: 1. Thermally broken, glazed aluminium curtain wall. Location, layout, profile, configuration all as indicated on the Design Drawings. 2. Indicative system / product: a) System reference: Stick Curtain Wall 60mm width to the Engineer’s approval. b) Glass: As indicated on drawings and Glazing section 088000. c) Metal: Thermally broken Aluminium. 3. Finish: The Contractor shall provide samples from the manufacturer's range for the Engineer for approval. 5. Colour: The Contractor shall provide colour samples from the manufacturer's range for the Engineer for approval. 6. Size: As indicated on the Design Drawings. 7. Fixing: Concealed fixed, as recommended by the manufacturer. 8. Other special requirements: As indicated on the Design Drawings or as advised by the Engineer. a) Manifestation: Safety manifestation and pattern as indicated on the Design Division 08 Section 084413 Page 4 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE b) Drawings and type as advised by the Engineer. c) Others, as indicated on the Design Drawings or as advised by the Engineer. B. 2.2 A. B. C. D. E. F. G. H. Glazed trapezoidal tapered steel fabricated curtain walls: 1. Glass surfaces are faceted and vertically defined by a cylindrical surface of large radius. 2. Painted steel fabricated trapezoidal tapered box sections as primary mullions 3. Transoms not required, Glass to be carried by a cruciform steel bracket. 4. Pressure equalised aluminium carrier frame 5. Mullions & transoms of carrier frame in PPC or similar approved RAL 9006 metallic finish 6. All gaskets, sealants and associated components 7. All vapour barriers interfacing with roof system and perimeters. 8. All flashings, trims and clips 9. All brackets and fixings 10. Insulation 11. Fittings and ironmongery: Refer to Door and Ironmongery Schedule 12. Accessories: To include all products, fixings, accessories and interfaces to complete the fabrication and installation of a watertight and acoustically sealed glazed aluminium assembly. Performance criteria to comply with Design / Performance Requirements and Testing subsections 13. Manifestation pattern (Applied graphics) To Architects Design refers to Glazing Spec 088000. DESIGN CRITERIA The works shall over sail the slab edge and be either fixed to primary structure or secondary support structure. Unless otherwise specified, aluminium framing shall provide four-sided support for the glazedin panels of the Glazed Aluminium Curtain Wall, except where glass to glass corners occur. Unless otherwise specified, aluminium framing shall provide two-sided support for the glazedin panels of the Glazed trapezoidal tapered steel fabricated curtain walls and cruciform steel bracket for the horizontals, except where glass to glass corners occur. Framing profiles and other visible components shall utilize similar profiles throughout such that glazed walling systems are consistent and matching in appearance. Joints shall align and continue through interfacing curtain walling. Visually open, recessed horizontal and vertical joints between units shall be uniform and equal to a nominal width as indicated on the Design Drawings. Glass to glass external corners shall have joint seals to the manufacturer's recommendation and to the acceptance of the Engineer. All support systems shall be of adequate thickness and strength to meet the structural requirements and eliminate risk of distortion in finished surfaces. Secondary support: 1. Support shall be configured as indicated on the Design Drawings, suitably fixed back to the primary structure in methods acceptable to the Engineer. Where secondary support is required and visible and not indicated as part of the Engineer's Design, Division 08 Section 084413 Page 5 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE I. J. K. L. M. N. O. P. Q. provide details at Tender. Acceptance from the Engineer is required in terms of appearance. 2. Mild steel secondary support members shall be fabricated and protected against corrosion in accordance with the Structural Engineer's requirements: a) If visible it shall be polyester powder coat finished, colour to Engineer's acceptance. b) All joints, as necessary with regard to visual intent, shall be welded and ground smooth. Protective coatings, where specified, and the associated finish to joints shall be to the same standard as the main assemblies. Glazed/ infill panels shall be as indicated on the Design Drawings using codes as indicated below. Dimensions are deemed to be nominal but indicative to the design intent. The Contractor shall maintain these dimensions and clearly state them on the Shop Drawings; deviations to these shall be stated with the Tender. Materials used for fixing shall be stainless steel grade as per the manufacturer's recommendations Fixings shall be concealed or inconspicuous to the acceptance of the Engineer. Systems shall include supports, brackets, fixings, insulation, fire stops, acoustic breaks, vapour barriers, breather and waterproofing membranes, drainage channels, spigots / antirotation pins, seals, sealants, compressible fills, clips, glazing bridges, spacers, isolators, gaskets, flashings, closures and all other accessories/ components necessary to complete the installation. Fire breaks/ insulation and acoustic insulation to floor slabs and ceiling void edge, complete with metal encapsulation finished to match the curtain walling framing. Provide all necessary waterproofing membranes at openings and interfaces with adjoining trades. Membranes shall be compatible with adjoining trades. The Contractor shall liaise with the appropriate sub-contractor to ensure a fully waterproof integration is achieved. The Contractor shall undertake the Detailed Design and provide copings and cappings to parapets, to nominal sizes and profiles as indicated on the Design Drawings. Agree with the Engineer the period during which the sealant shall not change in appearance or colour. Any discolouration of sealant during this time shall not be acceptable. Sealant performance shall be verified by provision of current independent test certificates. 2.3 A. PERFORMANCE REQUIREMENTS Delegated Design: Engage a qualified professional design team, as defined in Section 014000 "Quality Requirements," to design glazed aluminum curtain walls have more than 10 years’ experience in façade design of similar projects. B. General Performance: Comply with performance requirements specified, as determined by testing of glazed aluminum curtain walls representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. 1. 2. Glazed aluminum curtain walls shall withstand movements of supporting structure including, but not limited to, story drift, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads. Failure also includes the following: Division 08 Section 084413 Page 6 of 12 Glazed Aluminum Curtain Walls Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE a. b. c. d. e. C. Structural Loads: 1. 2. D. Wind Loads: As indicated on Drawings. Other Design Loads: As indicated on Drawings. Deflection of Framing Members: At design wind pressure, as follows: 1. 2. Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to glass plane not exceeding 1/175 of the glass edge length for each individual glazing lite or an amount that restricts edge deflection of individual glazing lites to, whichever is less. Deflection Parallel to Glazing Plane: Limited to 1/360 of clear span or, whichever is smaller. a. 3. 2. 3. When tested at positive and negative wind-load design pressures, assemblies do not evidence deflection exceeding specified limits. When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of span. Test Durations: As required by design wind velocity, but not less than 10 seconds. Air Infiltration: Test according to ASTM E 283 for infiltration as follows: 1. Fixed Framing and Glass Area: a. G. Perpendicular to Plane of Wall: No greater than 1/240 of clear span plus for spans greater than or 1/175 times span, for spans less than. Structural: Test according to ASTM E 330 as follows: 1. F. Operable Units: Provide a minimum clearance between framing members and operable units. Cantilever Deflection: Where framing members overhang an anchor point, as follows: a. E. Thermal stresses transferring to building structure. Glass breakage. Noise or vibration created by wind and thermal and structural movements. Loosening or weakening of fasteners, attachments, and other components. Failure of operating units. Maximum air leakage of at a static-air-pressure differential of . Water Penetration under Static Pressure: Test according to ASTM E 331 as follows: 1. No evidence of water penetration through fixed glazing and framing areas when tested according to a minimum static-air-pressure differential of 20 percent of positive wind-load design pressure, but not less than . Division 08 Section 084413 Page 7 of 12 Glazed Aluminum Curtain Walls Condensation Resistance: Fixed glazing and framing areas shall have an NFRCcertified condensation resistance rating of no less than 15 25 35 45 as determined according to NFRC 500. I. J. Large-Missile Test: For glazed openings located within of grade. Construction: Thermally broken.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Energy Performance: Certify and label energy performance according to NFRC as follows: 1. 5.45 as determined according to NFRC 200. Materials: Division 08 Section 084413 Page 8 of 12 with Glazed Aluminum Curtain Walls . Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not more than as determined according to NFRC 100. material surfaces. 2. DUBAI. 1. MANUFACTURERS Manufacturers: Subject to compliance with requirements: 2. D. 3. Temperature Change:. FRAMING Framing Members: Manufacturer's extruded. Windborne-Debris Impact Resistance: Pass missile-impact and cyclic-pressure tests when tested according to ASTM E 1886 and testing information in ASTM E 1996 for Wind Zone 1 Wind Zone 2 Wind Zone 3 Wind Zone 4. UAE Title: DOCUMENT VOLUME 02.5 A. Glazing System: Retained mechanically with gaskets on four sides.or formed-aluminum framing members of thickness required and reinforced as required to support imposed loads.01 GENERAL SPECIFICATIONS ARCHITECTURE H. Fabrication Method: Factory-fabricated unitized system. 2. Small-Missile Test: For glazed openings located more than above grade. ambient. 1.40 0.4 A. 2. Glazing Plane: Front. 1. Finish: Baked-enamel or powder-coat finish. B. Pressure Caps: Manufacturer's standard aluminum components that mechanically retain glazing. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum nonstaining. 4. 2. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes: 1. Solar Heat Gain Coefficient: Fixed glazing and framing areas shall have a solar heat gain coefficient of no greater than 0. C. Include snap-on aluminum trim that conceals fasteners. nonferrous shims for aligning system components..35 0. 3. UAE Title: DOCUMENT VOLUME 02. Extruded Bars. Extruded Structural Pipe and Tubes: ASTM B 429/B 429M. Fabricate components that. C. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. Steel Reinforcement: Manufacturer's standard zinc-rich. and Bars: ASTM A 36/A 36M. Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M. Profiles. Sheet and Plate:. 2. d. and shims or spacers. a. DUBAI. Physical and thermal isolation of glazing from framing members.00. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. and free of defects or deformations. c. Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black. setting blocks. Sealants used inside the weatherproofing system shall have a VOC content of 250 g/L or less. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. 3. Division 08 Section 084413 Page 9 of 12 Glazed Aluminum Curtain Walls . 2. c. and Tubes:. applied immediately after surface preparation and pretreatment. D. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Glazing Sealants: As recommended by manufacturer. Sealants used inside the weatherproofing system shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. and prepare surfaces according to applicable SSPC standard. when assembled. resilient elastomeric glazing gaskets. b. a." B. Structural Shapes. Structural Profiles: ASTM B 308/B 308M. 2. Select surface preparation methods according to recommendations in SSPC-SP COM. E. have the following characteristics: 1. Accurately fitted joints with ends coped or mitered. Plates. corrosion-resistant primer complying with SSPC-PS Guide No. GLAZING Glazing: Comply with Section 088000 "Glazing.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Rods. B. C.7 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. b.6 A. Profiles that are sharp. straight. FABRICATION Form or extrude aluminum shapes before finishing." 2. 12. C. but is not limited to. ALUMINUM FINISHES Clear Anodic Finish: AAMA 611.018 mm or thicker. UAE Title: DOCUMENT VOLUME 02. AA-M12C22A42/A44. Provisions for field replacement of glazing from interior for vision glass and exterior for spandrel glazing panels. 2. 2. 0. Division 08 Section 084413 Page 10 of 12 Glazed Aluminum Curtain Walls . 7. D. 0. F. 1. anchors. AA-M12C22A41. Pressure-equalized system or double barrier design with primary air and vapor barrier at interior side of glazed aluminum curtain wall and secondary seal weeped and vented to exterior. Install glazing to comply with requirements in Section 088000 "Glazing. Baked-Enamel or Powder-Coat Finish: AAMA 2603 except with a minimum dry film thickness of. Prepare surfaces that are in contact structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. 5. 1. Fabricate components to resist water penetration as follows: 1. and moisture migrating within glazed aluminum curtain wall to exterior. Color and Gloss: As selected by Architect from manufacturer's full range <Insert color and gloss. Class I. E. 8. Internal guttering system or other means to drain water passing joints.018 mm or thicker." After fabrication. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2604 and containing not less than 70 percent PVDF resin by weight in color coat. Factory-Assembled Frame Units: 1. clearly mark components to identify their locations in Project according to Shop Drawings. Class I. B. 2. Components curved to indicated radii. Preparation includes. Color: As selected by Architect from full range of industry colors and color densities Color: As selected by Architect from full range of industry colors and color densities.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. Color Anodic Finish: AAMA 611. Rigidly secure nonmovement joints. Seal joints watertight unless otherwise indicated. Provisions for safety railings mounted between mullions at interior. and connection devices that are concealed from view to greatest extent possible. 5. 3. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.8 A. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Fasteners. 2. condensation occurring within framing members. DUBAI. 4. cleaning and priming surfaces. Prepare. 7. Test Area: Perform tests on representative areas of glazed aluminum curtain walls. INSTALLATION General: 1. D.1 A. UAE Title: DOCUMENT VOLUME 02. Where aluminum is in contact concrete or masonry. B. Protect glazing surfaces from welding. DUBAI. C. B. 3. pretreat. and moisture migrating within glazed aluminum curtain wall to exterior. Install components to drain water passing joints. 5. Where aluminum is in contact with dissimilar metals.EXECUTION 3. weld components in concealed locations to minimize distortion or discoloration of finish. 1. Color and Gloss: As selected by Architect from manufacturer's full range. Where welding is required. FIELD QUALITY CONTROL Testing Agency: Engage a qualified testing agency to perform tests and inspections. Install glazing as specified in Section 088000 "Glazing." 3. Metal Protection: 1. E. High-Performance Organic Finish: Four-coat fluoropolymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. Do not install damaged components. applying sealant or tape. condensation occurring within framing members. Comply with manufacturer's written instructions. PART 3 . 2. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. Seal joints watertight unless otherwise indicated. Install components plumb and true in alignment with established lines and grades. Fit joints to produce hairline joints free of burrs and distortion. E. protect against corrosion by painting contact surfaces with bituminous paint. 6. or installing nonconductive spacers as recommended by manufacturer for this purpose.2 A. protect against galvanic action by painting contact surfaces with primer. Color and Gloss: As selected by Architect from manufacturer's full range. Division 08 Section 084413 Page 11 of 12 Glazed Aluminum Curtain Walls .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Rigidly secure nonmovement joints. 4. 1. E. DUBAI.2 and shall not evidence water penetration.01 GENERAL SPECIFICATIONS ARCHITECTURE C. UAE Title: DOCUMENT VOLUME 02. Glazed aluminum curtain walls will be considered defective if they do not pass tests and inspections. areas designated by Architect shall be tested according to AAMA 501. END OF SECTION 084413 Division 08 Section 084413 Page 12 of 12 Glazed Aluminum Curtain Walls . a. Water-Spray Test: Before installation of interior finishes has begun. Field Quality-Control Testing: Perform the following test on representative areas of glazed aluminum curtain walls.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. D. Prepare test and inspection reports. Perform a minimum of three tests in areas as directed by Architect. 0 FIRE RATING REQUIREMENTS……………………………………………………………… 6 15.0 PUSH PLATES………………………………………………………………………………….0 BOLTS……………………………………………………………………………………………. 6 Division 08 Section087100 Page 1 of 7 Door Hardware ..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 087100 – DOOR HARDWARE TABLE OF CONTENTS 1. 5 13.……………………………………………………………………. 5 14. MATERIALS AND FINISHES…. 4 9.0 CYLINDER……………………………………………………………………………………….0 QUALITY ASSURANCE…. UAE Title: DOCUMENT VOLUME 02.0 DOOR CLOSING DEVICES………………………………………………………………….0 LOCK AND LATCHES…. 3 6..………………………………………………… 3 4..0 LEVER HANDLES………………………………………………………………………………. 5 12..0 FIXING DEVICES……………………………………………………………………………….0 PULL HANDLES………………………………………………………………………………… 5 10.0 HINGES…………………………………………………………………………………………. DUBAI.0 SUBMITTAL PROCESS FOR APPROVAL………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 4 8.0 DESIGN. 3 5.0 DOOR STOP…………………………………………………………………………………….…………………………………………………………………… 2 3. 3 7.. 5 11..0 GENERAL………………………………………………………………………………………… 2 2. 4 Hardware shall be supplied complete with all mounting fixings. all hardware shall comply with the following European Standards. clean and lubricate it on completion of the Works. Supplier should confirm in writing that proposed hardware is from a reputable branded manufacturer and supplier and must identify the source of production by presenting a documented letter from the manufacturer. master keyed cylinders and access control hardware shall be by general hardware supplier.1 The Contractor shall provide approved weatherproof storage facilities for all hardware delivered to the Worksite.1 All Hardware should be from one manufacturer and combination of sources is not acceptable.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 087100 – DOOR HARDWARE 1.2 The Contractor shall check the hardware on installation for correct operation. The contractor shall ensure that hardware supplied meets with the Engineers requirements and if any item proposed or specified detracts there from the Engineer shall be informed. protection against and prevention of fire. 2. 2. escape from. 2. 2. Hardware schedule provide convenience of use and maintenance of the building security against unauthorized access (and in some cases exit). maintain each item in accordance with the Manufacturer’s instructions.3 The Contractor shall not fix hardware until background finishes are complete. hardware to aluminum units shall be by the Aluminum fabricator in accordance with this specification but with finishes to match his sections. smoke spread of toxic atmospheres of other hazards and protection to doors and other surfaces.0 QUALITY ASSURANCE 2. Hardware previously fixed shall be removed before any finishing process. Standard Title EN179 EN1125 EN1154 EN1155 EN1158 EN1303 EN1527 EN1634-1 EN1670 EN1906 EN1935 Emergency Exit Devices (Manufacturer standard) Panic exit devices Door closing devices Electrically powered door holders Door co-coordinators Cylinders for locks Sliding door gear Fire testing Corrosion resistance Lever handles and knobs Single axis hinges Division 08 Section087100 Page 2 of 7 Door Hardware . UAE Title: DOCUMENT VOLUME 02. Unless stated. Floor spring units and cover plates.0 GENERAL 1.5 European norms E. protect it against damage by other trades and ad just. DUBAI.N set the minimum requirements. Unless more stringent standards are specified. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Hinges shall be triple knuckle ball bearing type to minimize closing friction and prevent wear. ball bearing.2 Aluminium hinges are not acceptable. materials shall meet fire safety requirements and not be subject to bimetallic corrosion.1 Regardless of other provisions. minimum fire rating 120 minutes. rust proofed fixing devices to suit the location and background.6.6 Independent test certificates indicating conformity with above mentioned indicated standards must be provided at the time of submittal as evidence that the hinges proposed conform to hardware industry certification. whether extruded. 5. DUBAI.7 All hinges to be CERTIFIRE labeled and approved and CE marked. ‘POSIDRIV’ or equivalent positive locating drive types. EN1935 Grade 13 and EN1634-1 5.5 Where indicated on the hardware schedule. rolled.1 Lock suites for use on fire rated door assemblies shall be independently tested and certified as not Division 08 Section087100 Page 3 of 7 Door Hardware . metric. 6. 3. Each item’s design and finish shall reflect the nature and quality of the project.0 FIXING DEVICES 4. 4. ‘SUPADRIV’. supply 4. 5. 3.1 Provide suitable. unless otherwise specifically required. shall match exactly in colour and texture all other items. fire rated to EN1634-1. cast or stamped. ANSI dimensioned hinges. Every finished surface of one material.2 Ironmongery finish: Satin Stainless Steel Grade 316. matching.3 All hinges shall be independently tested to EN1935 Grade 13 and fire standard EN1634 -1.0 DESIGNS.0 LOCK AND LATCHES 6. Hardware installed on fire rated doors must be CERTIFIRE approved and labeled hardware. 5. 5. Pull handle fixing shall be bolt through type. 5.0 HINGES 5.4 Hinge size to be 4X3X3mm thickness.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.5mmX3.5mmX4.1 Hinges shall be suitable to match other items on the doors. MATERIALS AND FINISHES 3. of Allen key. Other Grade Stainless Steel material is not acceptable. UAE Title: DOCUMENT VOLUME 02. 5. Zinc alloy base material with a stainless steel plating surface or a brass base material with satin chrome plating is not acceptable.4mm thick.01 GENERAL SPECIFICATIONS ARCHITECTURE BSEN12209 BSEN12051 BSEN12320 BS8424 Locks and latches for doors in buildings Door and window bolts Padlocks and padlock fittings Pull Handles 2. 16mm thick.5 All mortice lock and latches to be CERTIFIRE labeled and approved. All lever handles to be made from Satin stainless steel material grade 316. of non-corroding materials to match handles. 7. without dismantling trim but not removable if closed.2 Cylinder to conform to performance standard EN1303 grade 3 & fire rating EN1634. strike plates and rebate components if for rebated meeting styles. The levers shall be supplied complete with H.1 Cylinders shall be 6 pin. Division 08 Section087100 Page 4 of 7 Door Hardware .T.0 LEVER HANDLES 8.) c. 7.4 In general lever edges and surfaces to be smooth and curved. 8. 7. 6.2 Lever handles shall be as per the described lever handle model in the hardware specification schedule. special springing against progressive lever droop (levers with sprung roses are unacceptable due to potential for damage and corrosion. 8. EN1303 grade 3 and EN1634-1. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE compromising fire rating and shall not contain plastics. 8. The cylinder shall have Para centric keyways and TG pins to prevent picking and hardened steel drives pins and body insert to overcome drilling. Deadbolts incorporating anti-sawing hardened steel rollers. d. b. 8. finished to match handles and trim (includes coloured finishes). details to be provided by architect. The lever handles should be on non-sprung unless stated other wise in the hardware schedules. 6.4 Include for master keying for all cylinders. UAE Title: DOCUMENT VOLUME 02. without opening the case. spindle suitable for door thickness between 35mm and 54mm.5 Approved lever handles are as described and indicated in the hardware schedule. 60 minutes 6. Three keys per cylinder required. 61mm in length or 61mm Length with practically infinite differs. If for lever handles.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 Independent test certificate indicating conformity with above mentioned standards must be provided at the time of submittal confirming cylinders proposed conform to hardware industry certification.3 The lever handles should be solid body grade 316 stainless steel unless stated otherwise in the hardware schedules.1 Lever Handles shall be as per the design intent described below. All locks to have backset of 60mm. e. 8.4 Furthermore the proposed mortice lockcase should conform to: a. zinc or other low melting point components 6. Suitable forends. Facility for full reversal of hand. easily removable with the door open.4 Independent certificates indicating conformity with indicated standards must be provided.2 Mortise locks and latches shall conform to industry performance requirement BS EN 12209 and industry fire rating standard EN 1634-1. 7.0 CYLINDERS 7. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6 All lever handles to be supplied on a 4mm thick. All pull handles must be tested and comply with BS8424.7 Concealed fixing base for roses should be rigid and allow for bolt thru fixing. incorporating following features: 13. Flush bolt must be tested to EN1634-1 fire rating.01 GENERAL SPECIFICATIONS ARCHITECTURE 8. 9. Approved push plate is as per product details as described and indicated in the hardware schedule. shall stand motionless for a period adjustable up to 60 seconds. Suitable easy clean dirt excluding spring type sockets to be provided as described in the hardware schedule. kitchen sliding doors and other doors. concealed fixing. 10.0 PULL HANDLES Pull handles should be as specified in the hardware schedule for all doors including but not limited to wardrobe doors. Acceptable flush bolts as per product details described and indicated in the hardware schedule. Approved pull handle is as per dimensions and other product details as described and indicated in the hardware schedule. 13. hydraulic check types. They shall be supplied with bolt through fixings employing countersunk corrosion proofed bolts cup washers and locking patches. before starting to close). capable of being rigidly fixed to door. Dimensions and other product details as described and indicated in the hardware schedule. 8. 50mm diameter roses. DUBAI. UAE Title: DOCUMENT VOLUME 02. Division 08 Section087100 Page 5 of 7 Door Hardware . The plates shall have curved smooth polished edges.0 PUSH PLATES They shall be manufactured from the specified finish indicated in this document. supply testing evidence conforming to performance standard EN12051. 12.0 DOOR CLOSING DEVICES Door closer to be adjustable. 8. and 8mm thick.0 BOLTS To be fitted at top and bottom of non-active leaf of door pairs.6mm thick and shall be fixed with flush countersunk screws located 5mm from the edge corner. Flush bolts to be provided having a 19mm throw and a 225mm body with a dovetail return ensuring no damage to the door. All plates to be 1.1 Closing speed fully adjustable between two and thirty seconds (if delayed closing is specified the door. 11. 55mm diameter roses with polished edges.8 Independent test certificate indicating conformity with Industry performance standard EN1906 to be provided at the time of submittal confirming proposed lever handles conform to this specific certification standard.0 DOOR STOP All doorstops should be robust matching other ironmongery. when opened to 90 degrees or beyond. o Lever handles and knobs to EN1906. Division 08 Section087100 Page 6 of 7 Door Hardware . with concealed fixing cover plates. 13. rectilinear bodies finished identically to other items on the door. fully concealed fixings and adjustment controls. 13. mortice latches.01 GENERAL SPECIFICATIONS ARCHITECTURE 13. Complete hardware sample board showing major components proposed. Dimensions and other product details as described and indicated in the hardware schedule.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6 Floor mounted closers shall be of suitable for single or double action. hinges and door closers. 60 minutes fire resistant. c. b.0 SUBMITAL PROCESS FOR APPROVAL: 15. All closers to meet EN1154a and be fire rated to EN1634-1 60 minute fire rating.5 Upon submittal of proposed door closer for approval.4 They shall have plain. Mortice locks. UAE Title: DOCUMENT VOLUME 02. 15. 3 marked original copies of the product catalogue. 14.3 Submit valid fire testing certificates verifying products successfully certified to EN1634-1 fire rating and CERTIFIRE approved. Catalogue photocopies not are acceptable. 15. Gray colour door closers are not acceptable unless specifically specified in the hardware schedules. o Mortice locks and & bathroom locks to BSEN12209. Items proposed must be in the original product catalogue. suitable rust proof arms. including positions of extreme exposure and. cylinders and hinges in addition to CERTIFIRE approved certification. 13.1 All hardware submittals must be accompanied by the following: a. submit independent fire test certificate indicating closer conforms to EN1634-1. wood or metal doors by use of compatible fittings. o Cylinders to EN1303 grade 3.2 Submit valid product testing performance certificates verifying individual products are successfully tested as follows: o Hinges certified to EN1935 grade 13.7 All door closers to be CERTIFIRE labeled and approved.4 Where fire rating label requires fire certification longer than 60 minutes. 15.2 Opening and closing from any angle up to 180 degrees with check adjustable to operate from any angle between 135 degrees and closed. even if stops are not specified.3 Ten year guarantee in use of local ambient conditions. supply CERTIFIRE Certificates and CE Certificates approved door hardware for the following hardware items. for back check closers. o Pull handles to BS8424. 15. 13. submit separate fire certificate indicating 120 minute fire certification for the following items: mortice locks. All items must be supplied through the same manufacturer. DUBAI. 13.0 FIRE RATING REQUIREMENTS: 14. Supply verification.1 For fire rated doors. DUBAI. installation and operation. END OF SECTION 087100 Division 08 Section087100 Page 7 of 7 Door Hardware . while coordinating with the contractor & architect on all matters including master key systems.5 The supplier must confirm in writing what custom design software program is available within his organization to assist in rapidly implementing changes to the hardware schedules as needed during the course of the project.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. excel or similar commercial software programs are not acceptable. 15. technical problems of specification. Word.01 GENERAL SPECIFICATIONS ARCHITECTURE 15. UAE Title: DOCUMENT VOLUME 02.6 The supplier shall offer full technical support and have qualified staff able to prepare or amend hardware schedules and advise on technical issues. 2 3. MISCELLANEOUS GLAZING MATERIALS…………………………………….0 2. MONOLITHIC GLASS SCHEDULE……………………………………………………………… LAMINATED GLASS……………………………………………………………………………..5 1. UAE Title: DOCUMENT VOLUME 02.0 3. GLAZING SEALANTS…………………………………………………………………………….1 3.. CELANING AND PROTECTION……………………………………………………………….3 3.5 2.. 8 8 8 9 9 9 10 10 11 Division 08 Section 088000 Page 1 of 11 Glazing . DUBAI. GLASS PRODUCTS……………………………………………………………………………….4 3....3 2. PRECONSTRUCTION TESTING………………………………………………………………… WARRANTY………………………………………………………………………………………. GENERAL……………………………………………………………………………. COORDINATION……………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 088000 – GLAZING TABLE OF CONTENTS 1.5 3.. MATERIALS AND FINISHES….. LAMINATED GLASS……………………………………………………………………………… INSULATING GLASS…………………………………………………………………………….6 2. GLAZING TAPES…………………………………………………………………………………. ACTION SUBMITTALS…………………………………………………………………………..3 1. GENERAL………………………………………………………………….1 2.……………….8 DESIGN.2 1.9 QUALITY ASSURANCE….2 2.7 GENERAL………………………………………………………………………………………… SUMMARY……………………………………………………………………………………….4 1.4 2. PERFORMANCE REQUIREMENTS……………………………………………………………… GLASS PRODUCTS. TAPE GLAZING………………………………………………………………………………….0 1.…………………………………………………………………… MANUFACTURERS……………………………………………………………………………….6 1.7 2.………………………………………………… GLAZING.8 2. 4 4 4 4 5 6 6 6 7 7 3. INFORMATIONAL SUBMITTALS………………………………………………………………… QUALITY ASSURANCE…………………………………………………………………………. GASKET GLAZING (DRY) ……………………………………………………………………… SEALANT GLAZING……………………………………………………………………………. INSULATING GLASS……………………………………………………………………………. 2 2 2 2 3 3 3 3 2..7 3.6 3..1 1. SUMMARY Section includes: 1. COORDINATION Coordinate glazing channel dimensions to provide necessary bite on glass.1 A. D. documentation including printed statement of VOC content. Glazing Schedule. If there is a duplication of items all façade elements shall be in accordance with the façade specifications. UAE Title: DOCUMENT VOLUME 02. 2. Glass for windows doors interior borrowed lite. 3. 2. B.2 A. Glass Samples: For each type of glass product other than clear monolithic vision glass. glazed curtain walls. LEED/EHS Submittals: 1. with reasonable tolerances. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. 1.3 A. including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Laboratory Test Reports for Credit IEQ 4. Delegated-Design Submittal: For glass indicated to comply with performance requirements and design criteria. 300 mm square. Product Data for Credit IEQ 4.GENERAL 1. E. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. Division 08 Section 088000 Page 2 of 11 Glazing . storefront framing. B.1: For glazing sealants.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. minimum edge and face clearances. and adequate sealant thicknesses. Use same designations indicated on Drawings. 1. Glazing sealants and accessories.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 088000 – GLAZING PART 1 . ACTION SUBMITTALS Product Data: For each type of product. Glazing Schedule: List glass types and thicknesses for each size opening and location." C.1: For field-applied glazing sealants. DUBAI. This specification shall be reviewed and coordinated with project Façade specifications. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Manufacturer's Special Warranty for Insulating Glass: Manufacturer agrees to replace insulating-glass units that deteriorate within specified warranty period. 1. 1. Warranty Period: 10 years from date of Substantial Completion. Division 08 Section 088000 Page 3 of 11 Glazing . PRECONSTRUCTION TESTING Preconstruction Adhesion and Compatibility Testing: Test each glass product. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions.5 A. cracking. DUBAI. 1. Manufacturer's Special Warranty for Laminated Glass: Manufacturer agrees to replace laminated-glass units that deteriorate within specified warranty period. moisture. Testing is not required if data are submitted based on previous testing of current sealant products and glazing materials matching those submitted. C. delamination materially obstructing vision through glass. WARRANTY Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer agrees to replace coated-glass units that deteriorate within specified warranty period. 1. 1. and other indications of deterioration in coating. glazing accessory.6 A. Defects include edge separation. 1. Deterioration of coated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer's written instructions. Warranty Period: 10 years from date of Substantial Completion. 1. tape sealant.7 A. Warranty Period: 5 years from date of Substantial Completion.4 A. B. QUALITY ASSURANCE Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. Deterioration of insulating glass is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning insulating glass contrary to manufacturer's written instructions. or film on interior surfaces of glass. UAE Title: DOCUMENT VOLUME 02. Defects include peeling. and glass-framing member for adhesion to and compatibility with elastomeric glazing sealants. gasket. and blemishes exceeding those allowed by referenced laminated-glass standard. Evidence of failure is the obstruction of vision by dust.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. INFORMATIONAL SUBMITTALS Preconstruction adhesion and compatibility test report. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MANUFACTURERS Subject to compliance with requirements.3 A.1 m above grade. according to NFRC 200 and based on LBL's WINDOW 5. See these publications for glazing terms not otherwise defined in this Section or in referenced standards. DUBAI. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . Differential Shading: Design glass to resist thermal stresses induced by differential shading within individual glass lites. as indicated in manufacturer's published test data. B. Category II. Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values. Thermal and Optical Performance Properties: Provide glass with performance properties specified. D. PERFORMANCE REQUIREMENTS Delegated Design: Engage a qualified professional engineer. Large-Missile Test: For glazing located within 9.2 computer program. Structural Performance: Glazing shall withstand the following design loads within limits and under conditions indicated determined according to the International Building Code and ASTM E 1300. Safety Glazing: Where safety glazing is indicated. according to NFRC 100 and based on LBL's WINDOW 5. m x K. C. Test specimens shall be no smaller in width and length than glazing indicated for use on Project and shall be installed in same manner as glazing indicated for use on Project. Small-Missile Test: For glazing located more than 9.1 A. 1. as defined in Section 014000 "Quality Requirements. 2. provide glazing that complies with 16 CFR 1201. GENERAL Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below unless more stringent requirements are indicated. U-Factors: Center-of-glazing values. expressed as W/sq. according to NFRC 300. based on procedures indicated below: 1. Design Wind Pressures: As indicated on Drawings. 2. Windborne-Debris-Impact Resistance: Exterior glazing shall comply with enhanced-protection testing requirements in ASTM E 1996 for Wind Zone 3 when tested according to ASTM E 1886.2 computer program. E. 2. GLASS PRODUCTS.1 m of grade. 2." to design glazing.PRODUCTS 2. provide product indicated in glass schedules or comparable product 2.2 A. UAE Title: DOCUMENT VOLUME 02. Visible Reflectance: Center-of-glazing values. Division 08 Section 088000 Page 4 of 11 Glazing . 1. Class 1 (clear) or Class 2 (tinted) as indicated. Type I. C. Type I. 2. and safety glazing standard with which glass complies. Tinted Annealed Float Glass: ASTM C 1036. GANA Publications: ["Laminated Glazing Reference Manual" and ]"Glazing Manual." IGMA Publication for Sloped Glazing: IGMA TB-3001. and with visible light transmission of not less than 91 percent [and solar heat gain coefficient of not less than 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. "Guidelines for Sloped Glazing. E. 2. provide fully tempered float glass.4 A. 4. permanently mark glazing with certification label of [the SGCC] [the SGCC or another certification agency acceptable to authorities having jurisdiction] [or] [manufacturer]. Class 1 (clear) or Class 2 (tinted) as indicated. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of IGCC. Thickness: Where glass thickness is indicated.[ Provide glass that complies with performance requirements and is not less than the thickness indicated. Quality-Q3. Where fully tempered float glass is indicated. DUBAI. provide heatstrengthened float glass or fully tempered float glass [as needed to comply with "Performance Requirements" Article]. Quality-Q3. "Glass Design for Sloped Glazing. Quality-Q3. F. QualityQ3. type of glass. Condition A (uncoated) unless otherwise indicated. UAE Title: DOCUMENT VOLUME 02.] E. Low-Maintenance Glass: Clear float glass with a coating on first surface having both photocatalytic and hydrophilic properties that act to loosen dirt and to cause water to sheet evenly over the glass instead of beading. 3. GLASS PRODUCTS Clear Annealed Float Glass: ASTM C 1036. provide annealed float glass. "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use. D. Ultraclear Float Glass: ASTM C 1036. thickness. Fully Tempered Float Glass: ASTM C 1048. Kind FT (fully tempered)." B. C. Type I. Kind HS (heat strengthened).01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Safety Glazing Labeling: Where safety glazing is indicated." AAMA Publications: AAMA GDSG-1. "Sloped Glazing Guidelines. Strength: Where annealed float glass is indicated. Condition A (uncoated) unless otherwise indicated. Label shall indicate manufacturer's name." and AAMA TIR A7. Class 1 (clear). Where heat-strengthened float glass is indicated. Class 2 (tinted). heatstrengthened float glass. Class I (clear). B. Division 08 Section 088000 Page 5 of 11 Glazing . Heat-Strengthened Float Glass: ASTM C 1048.87]. Type I. D. Quality-Q3." IGMA Publication for Insulating Glass: SIGMA TM-3000. it is a minimum. Pyrolytic-Coated. or fully tempered float glass [as needed to comply with "Performance Requirements" Article]. Type I. Type I. 3. Type I. Polyvinyl butyral interlayer. Ceramic-Coated Vision Glass: ASTM C 1048. Reflective-Coated Spandrel Glass: ASTM C 1376. Quality-Q3. B. LAMINATED GLASS Laminated Glass: ASTM C 1172. Windborne-Debris-Impact-Resistant Laminated Glass: Comply with requirements specified above for laminated glass except laminate glass with one of the following to comply with interlayer manufacturer's written instructions: 1. J. Silicone-Coated Spandrel Glass: ASTM C 1048." H.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Type I. or lose physical and mechanical properties after fabrication and installation. 5. Kind CS. DUBAI. Cast-in-place and cured-transparent-resin interlayer reinforced with polyethylene terephthalate film. qualified according to ASTM E 2190. 2. I. Condition B. 2. Ionomeric polymer interlayer. 1. Class 1 (clear) or Class 2 (tinted) as indicated. 2. Ceramic-Coated Spandrel Glass: ASTM C 1048. Quality-Q3. INSULATING GLASS Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by a dehydrated interspace. Reflective-Coated Vision Glass: ASTM C 1376.7 A.6 A. 4. Sealing System: Dual seals.5 A. 2. Spacer: Aluminum with black finish GLAZING SEALANTS General: Division 08 Section 088000 Page 6 of 11 Glazing . Type I. Quality-Q3. discolor. Polyvinyl butyral interlayers reinforced with polyethylene terephthalate film. and complying with Specification No. Cast-in-place and cured-transparent-resin interlayer. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements.01 GENERAL SPECIFICATIONS ARCHITECTURE G. 2. 2. Interlayer Color: Clear unless otherwise indicated. Condition C. Use materials that have a proven record of no tendency to bubble. K. UAE Title: DOCUMENT VOLUME 02. 95-1-31 in GANA's "Engineering Standards Manual. Condition C. 1. 3. Construction: Laminate glass with [polyvinyl butyral interlayer] [ionomeric polymer interlayer] [or] [cast-in-place and cured-transparent-resin interlayer] to comply with interlayer manufacturer's written instructions. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. 100 percent solids elastomeric tape.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Setting Blocks: Elastomeric material with a Shore. including glass products. 4.1. B. AAMA 804.3 tape. and glazing channel substrates. PVC foam tapes. D. C. non staining and non-migrating in contact with nonporous surfaces. factory coated with adhesive on both surfaces. Type A durometer hardness of 85.3 tape. AAMA 810. Compatibility: Compatible with one another and with other materials they contact. B. 2. Field-applied sealants shall have a VOC content of not more than 250 g/L. plus or minus 5. and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. for glazing applications in which tape is used in combination with a full bead of liquid sealant. and complying with AAMA 800 for the following types: 1. MISCELLANEOUS GLAZING MATERIALS Cleaners. Division 08 Section 088000 Page 7 of 11 Glazing . 3.1. for glazing applications in which tape is subject to continuous pressure. for glazing applications in which tape is not subject to continuous pressure. AAMA 810. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). Expanded Cellular Glazing Tapes: Closed-cell. Type 1. as demonstrated by sealant manufacturer based on testing and field experience. and Sealers: Types recommended by sealant or gasket manufacturer. where indicated. butyl-based." Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. 2. UAE Title: DOCUMENT VOLUME 02. GLAZING TAPES Back-Bedding Mastic Glazing Tapes: Preformed.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. AAMA 807. AAMA 806. Type 2. 5. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Sealants shall comply with the testing and product requirements of the California Department of Public Health's (formerly. 2. DUBAI. seals of insulating-glass units.3 tape. 2.9 A. 3. 2. Primers.8 A. under conditions of service and application. with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated. for glazing applications in which tape acts as the primary sealant. but not necessarily in one continuous length. unless otherwise required by glass manufacturer. G. B. Set blocks in thin course of compatible sealant suitable for heel bead. C. UAE Title: DOCUMENT VOLUME 02. TAPE GLAZING Position tapes on fixed stops so that. Seal joints in tapes with compatible sealant approved by tape manufacturer. not lapped. and other glazing materials. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel. Division 08 Section 088000 Page 8 of 11 Glazing . unless more stringent requirements are indicated. as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. then to heads and sills. Cover vertical framing joints by applying tapes to heads and sills first. then to jambs.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Cylindrical Glazing Sealant Backing: ASTM C 1330. GLAZING. Install setting blocks in sill rabbets. C. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. Do not stretch tapes to make them fit opening. Damaged glass includes glass with edge damage or other imperfections that. Remove damaged glass from Project site and legally dispose of off Project site. B. impair performance. D. E. Place joints in tapes at corners of opening with adjoining lengths butted together.1 A. Provide spacers for glass lites where length plus width is larger than 1270 mm. Apply heel bead of elastomeric sealant.EXECUTION 3. F. 3. when compressed by glass. DUBAI. gaskets. Apply primers to joint surfaces where required for adhesion of sealants. D.01 GENERAL SPECIFICATIONS ARCHITECTURE E. E. their exposed edges are flush with or protrude slightly above sightline of stops. Type O (open-cell material). Install tapes continuously. sized and located to comply with referenced glazing publications. when installed. could weaken glass. Cover horizontal framing joints by applying tapes to jambs. Protect glass edges from damage during handling and installation.2 A. as determined by preconstruction testing. PART 3 . including those in referenced glazing publications. of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. or impair appearance. GENERAL Comply with combined written instructions of manufacturers of glass. sealants. CLEANING AND PROTECTION Immediately after installation remove nonpermanent labels and clean surfaces. Seal gasket joints with sealant recommended by gasket manufacturer. Examine glass surfaces adjacent to or below exterior concrete and other masonry Division 08 Section 088000 Page 9 of 11 Glazing . Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. 3. with allowance for stretch during installation. GASKET GLAZING (DRY) Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly. Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks.5 A. Start gasket applications at corners and work toward centers of openings.4 A. 3. applying pressure uniformly to compression gaskets. and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks. D. G. DUBAI. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.3 A. Install dense compression gaskets and pressureglazing stops. E. Compress gaskets to produce a weathertight seal without developing bending stresses in glass.01 GENERAL SPECIFICATIONS ARCHITECTURE F.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. C. and press firmly against soft compression gasket. SEALANT GLAZING (WET) Install continuous spacers. Install gaskets so they protrude past face of glazing stops. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. B. 3. Tool exposed surfaces of sealants to provide a substantial wash away from glass. Apply cap bead of elastomeric sealant over exposed edge of tape. or spacers combined with cylindrical sealant backing. Start gasket applications at corners and work toward centers of openings. and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. Seal gasket joints with sealant recommended by gasket manufacturer. B. Center glass lites in openings on setting blocks. between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Protect glass from contact with contaminating substances resulting from construction operations. UAE Title: DOCUMENT VOLUME 02. MONOLITHIC GLASS SCHEDULE Glass Type: Clear fully tempered. 7. Division 08 Section 088000 Page 10 of 11 Glazing . 4. 3. 7. Minimum Thickness: 6 mm LT: ≥ 79% LRo: ≤ 14% LRi: ≤ 15% SHGC : ≤ 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.7 A. Safety glazing required. 89-1-6 in GANA's "Engineering Standards Manual": LAMINATED GLASS Glass Type: Clear laminated glass with two plies of float glass. 3. scum. 5. 1. for buildup of dirt. despite such protection. Coating Type: Sputter-coating (vacuum deposition process). Minimum Thickness of Each Glass Ply [6 mm] 2. contaminating substances do come into contact with glass. 3. C. Low-Maintenance Coating: Pyrolytic coating on first surface. If. 2. C.6 A. double silver coated float glass. remove substances immediately as recommended in writing by glass manufacturer. 6. 2.31 U-Val(sum): 1. Safety glazing required. Remove and replace glass that is damaged during construction period. 3.9 W/m2K Glass Type: Clear fully tempered. with resulting products complying with Specification No. 1. DUBAI.9 W/m2K Glass Type: Reflective-coated spandrel glass. 4. 5. or stains.44 U-Val: 1. 4. Minimum Thickness: 6 mm LT: ≥ 52% LRo: ≤ 14% LRi: ≤ 15% SHGC : ≤ 0. double silver coated float glass. Remove and replace glass that cannot be cleaned without damage to coatings. 6. 1. alkaline deposits.27 SC: ≤ 0. fully tempered float glass. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE surfaces at frequent intervals during construction. 1. 5.38 SC: ≤ 0. 4. 1. 3. 3. B. 2. but not less than once a month. Coating Color: [Silver] Glass: [Clear] Minimum Thickness: [6 mm] Factory apply manufacturer's standard pacifier to coated second surface of lites. Glass Type: LOW E. B. INSULATING GLASS Glass Type: Clear insulating glass. END OF SECTION 088000 Division 08 Section 088000 Page 11 of 11 Glazing . 12. 5. Interspace Content: Argon. 9. Indoor Lite: Annealed float glass. Overall Unit Thickness: [25 mm] 2. Interspace Content: Argon. 1. U-Value(sum): 1. 3. Minimum Thickness of Each Glass Lite: 4 mm 3. 4. 4. 5. 2. 6. 7. 14. Clear insulating glass Outer pane: 6mm sputter coated on EPG clear treated with vitroglaze self cleaning nanocoating (heat strengthened).9 W/m2K 7. 13. 10. UAE Title: DOCUMENT VOLUME 02.38 Shading Coefficient: 0.41 W/m2K Light Transmission: 69% Light Reflection (out): 10% Light Reflection (in): 11% Energy Trnsmittance: 34% Solar Heat Gain Coefficient: 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 11. 8. Overall Unit Thickness: [28 mm] Minimum Thickness of Each Glass Lite: 6 mm Outdoor Lite: [Annealed] float glass. Safety glazing required.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. U-Value(ASHRAE): 1. 1.8 A. Outdoor Lite: [Annealed] float glass. Outer pane: 6mm EFG clear (fully tempered/heat soak tested). 6. DUBAI. Indoor Lite: Annealed float glass.45 RHG: 297 W/m2 Safety glazing required. 8 2.1 3.2 2...5 2.. ALUMINUM FINISHES…………………………………………………………………………… GALVANIZED STEEL SHEET FINISHES………………………………………………………….2 EXECUTION……………………………………………………………………………………. EXTRUDED ALUMINUM LOUVERS……………………………………………………. ACTION SUBMITTALS…………………………………………………………………………. PERFORMANCE REQUIREMENTS……………………………………………………………… FIXED. FABRICATION……………………………………………………………………………………. 7 7 8 Division 08 Section089119 Page 1 of 8 Fixed Louvres .7 2..3 2.0 3.6 2.. 2 2 3 4 5 6 6 6 7 7 3.. INFORMATIONAL SUBMITTALS………………………………………………………………… 2 2 2 2 2. DUBAI...9 PRODUCTS……………………………………………………………………………………….4 2. ADJUSTING………………………………………………………………………………………. FIXED.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 1.0 1. FORMED METAL LOUVERS……………………………………………………………… LOUVER SCREENS……………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 089119 – FIXED LOUVERS TABLE OF CONTENTS 1. MATERIALS………………………………………………………………………………………..0 2.3 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.1 2. INSTALLATION……………………………………………………………………………………. STAINLESS STEEL FINISHES…………………………………………………………………….1 1... B. including comprehensive engineering analysis by a qualified professional engineer. ACTION SUBMITTALS Product Data: For each type of product. B. elevations. If there is a duplication of items all façade elements shall be in accordance with the façade specifications. using structural[ and seismic] performance requirements and design criteria indicated.1 A. SUMMARY Section includes fixed. D. include printed catalog pages showing specified models with appropriate AMCA Certified Ratings Seals. and attachments to other work. C. B. Section 081113 "Hollow Metal Doors and Frames" for louvers in hollow-metal doors. [extruded-aluminum] [and] [formed-metal] louvers. angles. Delegated-Design Submittal: For louvers indicated to comply with structural[ and seismic] performance requirements. For louvers specified to bear AMCA seal. This specification shall be reviewed and coordinated with project Façade specifications. PART 2 . 1. Section 081416 "Flush Wood Doors" for louvers in flush wood doors. including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. DUBAI. details.3 A. Include plans. UAE Title: DOCUMENT VOLUME 02.GENERAL 1. INFORMATIONAL SUBMITTALS Product Test Reports: Based on tests performed according to AMCA 500-L.2 A. 2. PERFORMANCE REQUIREMENTS Delegated Design: Design louvers.PRODUCTS 2. 1. Show frame profiles and blade profiles. Division 08 Section089119 Page 2 of 8 Fixed Louvres . and spacing. sections. Samples: For each type of metal finish required.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Windborne-debris-impact-resistance test reports.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 089119 – FIXED LOUVERS PART 1 . Shop Drawings: For louvers and accessories. C. 1. Related Requirements: 1.1 A. Frame and Blade Nominal Thickness: Not less than [2. 3. large-missile testing requirements in ASTM E 1996 for [Wind Zone 3] when tested according to ASTM E 1886. Louver Performance Ratings: Provide louvers complying with requirements specified. Air Performance: Not more than [25-Pa] static pressure drop at [3. Drainable-Blade Louver <See>: 1. Free Area: Not less than [0.8-m/s] freearea [exhaust] and/or [intake] velocity.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or permanent damage to fasteners and anchors. Component Importance Factor: [1. Windborne-Debris-Impact Resistance: Louvers located within 9. Frame and Blade Nominal Thickness: Not less than [2. Seismic Performance: Louvers.0].high louver. noise or metal fatigue caused by louver-blade rattle or flutter.01 GENERAL SPECIFICATIONS ARCHITECTURE B.6 m/s]. Wind Loads: Determine loads based on a uniform pressure of [1436 Pa] acting inward or outward. including attachments to other construction. 2. 2. Louver Depth: [150 mm]. Louver Performance Ratings: Division 08 Section089119 Page 3 of 8 Fixed Louvres . short period (Sds) for Project is. c. Test specimens shall be no smaller in width and length than louvers indicated for use on Project. EXTRUDED-ALUMINUM LOUVERS Horizontal. Nondrainable-Blade Louver <See>: 1.70 sq.5] [1. Wind Loads: Determine loads based on pressures as indicated on Drawings. 1. DUBAI. b. Louver Depth: [150 mm. Blade Profile: [Blade with] center baffle. Wind pressures shall be considered to act normal to the face of the building. Horizontal. Louver Performance Ratings: a. 4. B. E. D.1 m of grade shall pass [enhanced]-protection. Structural Performance: Louvers shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated without permanent deformation of louver components. 2.2 A. except for length and width according to AMCA 500-L. shall withstand the effects of earthquake motions determined according to [ASCE/SEI 7]. UAE Title: DOCUMENT VOLUME 02.03 mm]. m] for 1220-mm. FIXED. as demonstrated by testing manufacturer's stock units identical to those provided. 4.03 mm] Mullion Type: [Semirecessed]. 2. Design earthquake spectral response acceleration. 5. 1. 3. Point of Beginning Water Penetration: Not less than [3. C.wide by 1220-mm. Mullion Type: Exposed. 2. Blade Profile: [Blade with] center baffle. m] for 1220-mm. Free Area: Not less than [0. 2.03 mm].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Air Performance: Not more than [37-Pa] static pressure drop at [5. b. 3.wide by 1220-mm. 2. 3.1-m/s] freearea [exhaust] and/or [intake] velocity. Horizontal.5 m/s]. Frame and Blade Nominal Thickness: Not less than [2. UAE Title: DOCUMENT VOLUME 02.4 m/s] at a core-area intake velocity of [2. C. Free Area: Not less than [0. Louver Depth: [200 mm].3 A. Air Performance: Not more than [25-Pa] static pressure drop at 4. Air Performance: Not more than [25-Pa] static pressure drop at [4. Wind-Driven-Rain-Resistant Louver <See>: 1.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Free Area: Not less than [0. FIXED.03 mm]. AMCA Seal: Mark units with AMCA Certified Ratings Seal. FORMED-METAL LOUVERS Horizontal.46 sq. Louver Performance Ratings: a. Vertical. c. b. Frame and Blade Nominal Thickness: Not less than [2.wide by 1220-mm. c.high louver.5 m/s]. m] for 1220-mm.46 sq. m] for 1220-mm. Point of Beginning Water Penetration: Not less than [4.high louver. d. 2.wide by 1220-mm.1-m/s] freearea [exhaust] and/or [intake] velocity. AMCA Seal: Mark units with AMCA Certified Ratings Seal. D. Air Performance: Not more than [25-Pa] static pressure drop at [4. 4.high louver. 2. Louver Depth: [200 mm]. b. Nondrainable-Blade Louver <See>: 1. Wind-Driven Rain Performance: Not less than 99 percent effectiveness when subjected to a rainfall rate of [200 mm per hour and a wind speed of 22.4 m/s] at a core-area intake velocity of [2.1-m/s] freearea [exhaust] and/or [intake] velocity. 5. Division 08 Section089119 Page 4 of 8 Fixed Louvres .65 sq. Louver Depth: [150 mm].3-m/s] freearea [exhaust] and/or [intake] velocity. Wind-Driven-Rain-Resistant Louver <See drawing>: 1. Louver Performance Ratings: a. DUBAI. Wind-Driven Rain Performance: Not less than [95) percent effectiveness when subjected to a rainfall rate of [200 mm per hour and a wind speed of 22. c. 4.6 m/s]. AMCA Seal: Mark units with AMCA Certified Ratings Seal. 1-m/s] freearea velocity. Division 08 Section089119 Page 5 of 8 Fixed Louvres .square mesh. Louver Performance Ratings: a. B.wide by 1220-mm. not less than [1. m] for 1220-mm.60 sq. not less than [1. 4.19-mm wire.high louver. Free Area: Not less than [0. b. Drainable-Blade Louver <See drawing>: 1. Bird Screening: Aluminum. Air Performance: Not more than [25-Pa] static pressure drop at [3. AMCA Seal: Mark units with AMCA Certified Ratings Seal. 2. 3. Mullion Type: Exposed. 1. Air Performance: Not more than [25-Pa] static pressure drop at [4. m] for 1220-mm.63 mm]. 5. 1. Bird Screening: Stainless steel. Louver Screen Frames: Same type and form of metal as indicated for louver to which screens are attached. Frame and Blade Material and Nominal Thickness: Galvanized-steel sheet. Air Performance: Not more than [37-Pa] static pressure drop at [5. c. 5. Frame and Blade Material and Nominal Thickness: Galvanized-steel sheet. 3. Louver Performance Ratings: a.high louver. 6.60-mm wire.8 m/s. Screening Type: Bird screening. B. Screen Location for Fixed Louvers: Interior face. Point of Beginning Water Penetration: Not less than [2.01 GENERAL SPECIFICATIONS ARCHITECTURE 3.square mesh. not less than [1. Louver Depth: [150 mm]. d. 2.27 mm thick.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3-m/s] freearea [exhaust] and/or [intake] velocity.63 mm]. Bird Screening: Flattened. c. 4. 19 by 1. expanded aluminum. 1. 13-mm. UAE Title: DOCUMENT VOLUME 02. Mullion Type: [Semirecessed]. not less than [1.4 A. 6. 13-mm. Louver Screening for Aluminum Louvers: 1. Point of Beginning Water Penetration: Not less than [4. Free Area: Not less than [0.65 sq. Frame and Blade Material and Nominal Thickness: Stainless-steel sheet. b.6-m/s] freearea [exhaust] and/or [intake] velocity. 2. 2. C. LOUVER SCREENS General: Provide screen at [louvers indicated]. Frame and Blade Material and Nominal Thickness: Stainless-steel sheet.59 mm].wide by 1220-mm.59 mm]. Horizontal. DUBAI.1 m/s]. [AA-M12C22A42/A44. 0. use hot-dip-galvanized steel or 300 series stainless-steel fasteners. 2. with allowances made for fabrication and installation tolerances. Stainless-Steel Sheet: ASTM A 240/A 240M. Bird Screening: Galvanized steel. UAE Title: DOCUMENT VOLUME 02.018 mm] or thicker. T-52.19-mm wire. with grain running perpendicular to length of blades and parallel to length of frame members].square mesh. 0. and perimeter sealant joints. 4 finish. mill phosphatized. Class I. Fasteners: Use types and sizes to suit unit installation conditions. For color-finished louvers. Alloy 3003 or 5005 with temper as required for forming.19-mm wire. Type 304. use aluminum or 300 series stainless-steel fasteners. 2.6 A. 1. Aluminum Sheet: ASTM B 209M. use fasteners with heads that match color of louvers. Bird Screening: Stainless steel. ALUMINUM FINISHES Clear Anodic Finish: AAMA 611. 13-mm. 2. 1. For fastening aluminum. 13-mm. For fastening galvanized steel. E. D. Division 08 Section089119 Page 6 of 8 Fixed Louvres . 4.01 GENERAL SPECIFICATIONS ARCHITECTURE D. Bird Screening: Stainless steel. B. or T6. B.04-mm wire. Color Anodic Finish: AAMA 611. FABRICATION Fabricate frames. 13-mm. Louver Screening for Stainless-Steel Louvers: 1.square mesh. E. 2. 1. 2. to fit in openings of sizes indicated. Alloy 6063-T5. Join frame members to each other and to fixed louver blades with fillet welds [concealed from view] unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary. MATERIALS Aluminum Extrusions: ASTM B 221M. C. Use [Phillips flat-head] [hex-head or Phillips pan-head] [tamper-resistant] screws for exposed fasteners unless otherwise indicated. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. For fastening stainless steel. [No. Galvanized-Steel Sheet: ASTM A 653/A 653M. Louver Screening for Galvanized-Steel Louvers: 1. or as otherwise recommended by metal producer for required finish. 1.018mm) or thicker. B. 5.5 A. [Z180] zinc coating.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.square mesh. Class I. adjoining material tolerances. 3. use 300 series stainless-steel fasteners. including integral sills. DUBAI.7 A. [AA-M12C22A41. F. plumb. PART 3 .01 GENERAL SPECIFICATIONS ARCHITECTURE 1. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Color: [As selected by Architect from full range of industry colors and color densities]. 2. Color: [As selected by Architect from full range of industry colors and color densities]. Prepare. DUBAI. GALVANIZED-STEEL SHEET FINISHES Finish louvers after assembly. C.9 A. Clean welds. pretreat. Color and Gloss: [As selected by Architect from manufacturer's full range]. High-Performance Organic Finish: [Four]-coat fluoropolymer finish complying with AAMA 2605 and containing not less than [70] percent PVDF resin by weight in both color coat and clear topcoat. 1. Color and Gloss: [As selected by Architect from manufacturer's full range]. INSTALLATION Locate and place louvers level. After cleaning. baked-on finish consisting of prime coat and thermosetting topcoat. B. 1. B. with a minimum dry film thickness of 0. and at indicated alignment with adjacent work. Prepare. Division 08 Section089119 Page 7 of 8 Fixed Louvres . Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. scratches. apply manufacturer's standard two-coat. D. and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1.1 A. and abraded areas and repair according to ASTM A 780.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. apply a conversion coating compatible with the organic coating to be applied over it. Baked-Enamel or Powder-Coat Finish: Immediately after cleaning and pretreating. STAINLESS-STEEL SHEET FINISHES Repair sheet finish by grinding and polishing irregularities. mechanical connections. C. UAE Title: DOCUMENT VOLUME 02.EXECUTION 3. Use concealed anchorages where possible. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with [AAMA 2604] and containing not less than [70] percent PVDF resin by weight in color coat. pretreat. 2. weld spatter. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. and forming marks to match surrounding finish. Color and Gloss: [As selected by Architect from manufacturer's full range].8 A.05 mm. masonry. Provide perimeter reveals and openings of uniform width for sealants and joint fillers. Protect unpainted galvanized and nonferrous-metal surfaces that are in contact with concrete. ADJUSTING Restore louvers damaged during installation and construction so no evidence remains of corrective work.2 A. If results of restoration are unsuccessful. END OF SECTION 089119 Division 08 Section089119 Page 8 of 8 Fixed Louvres . as indicated. UAE Title: DOCUMENT VOLUME 02. 3. remove damaged units and replace with new units. as determined by Architect.01 GENERAL SPECIFICATIONS ARCHITECTURE C. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing. .2 PRODUCTS………………………………………………………………………………………. DUBAI.0 2. 2 2 2 3. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH... MATERIALS………………………………………………………………………………………..0 3.2 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 089516 – WALL VENTS TABLE OF CONTENTS 1.1 1.1 EXECUTION……………………………………………………………………………………... INSTALLATION…………………………………………………………………………………… 3 3 Division 08 Section 089516 Page 1 of 3 Wall Vents .0 1.1 2. WALL VENTS (BRICK VENTS) …………………………………………………………………. 2 2 2 2.. UAE Title: DOCUMENT VOLUME 02. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 089516 – WALL VENTS PART 1 .18-mm nominal thickness. PART 2 . Dampers: Aluminum blades and frames mounted on inside of wall vents.8-mm. Dampers: Aluminum blades and frames mounted on inside of wall vents. C. with 1. 3. or T6. 2. with 1.1 A. Alloy 3003 or 5005 with temper as required for forming. 3.1 A.mesh. B. Alloy 319.8-mm. Aluminum Castings: ASTM B 26/B 26M. DUBAI. Alloy 6063-T5. Finish: [Mill). D.2 A.4-by-1. not less than 3. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.PRODUCTS 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. aluminum insect screening on inside face. MATERIALS Aluminum Extrusions: ASTM B 221M. ACTION SUBMITTALS Product Data: For each type of product.mesh. aluminum insect screening on inside face. Cast-Aluminum Wall Vents: 1. or as otherwise recommended by metal producer for required finish. cast-aluminum louvers and frames.4-by-1. assembled by welding.2 A. Extruded-aluminum louvers and frames. B. Finish: Mill. 2. WALL VENTS (BRICK VENTS) Extruded-Aluminum Wall Vents: 1. 2.GENERAL 1. Division 08 Section 089516 Page 2 of 3 Wall Vents . T-52. One-piece. Aluminum Sheet: ASTM B 209M. SUMMARY Section includes wall vents. B. comply with requirements in Section 042000 "Unit Masonry. Build vents into masonry work as construction progresses. masonry. DUBAI. UAE Title: DOCUMENT VOLUME 02.EXECUTION 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1 A. INSTALLATION Protect unpainted surfaces that are in contact with concrete. or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint." END OF SECTION 089516 Division 08 Section 089516 Page 3 of 3 Wall Vents .01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . DIVISION 09 ________________________________________________________________________ FINISHES . .1 EXECUTION……………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.3 2. DUBAI.2 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2.0 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092116. 3 3 3 4 4 4 3..23 – GYPSUM BOARD SHAFT WALL ASSEMBLIES TABLE OF CONTENTS 1.5 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… GYPSUM BOARD SHAFT WALL ASSEMBLIES………………………………………………… PANEL PRODUCTS………………………………………………………………………………. NON-LOAD BEARING STEEL FRAMING……………………………………………………… AUXILLARY MATERIALS………………………………………………………………………….4 2.23 SF Page 1 of 6 Gypsum Board Shaft Wall Assemblies .1 1. INSTALLATION………………………………………………………………………………….1 2. 5 5 Division 09 Section 092113.0 2.0 1.. " Division 09 Section 092113. a.23 SF Page 2 of 6 Gypsum Board Shaft Wall Assemblies . LEED Submittals: 1. Include statement indicating location of manufacturer and point of extraction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. certificates indicating location of material manufacturer and point of extraction. or recovery for each raw material. 1. DUBAI.GENERAL 1. Include statement indicating distance to Project. 4. Include statement indicating cost for each product having recycled content. Product Data for Credit MR 4: For products having recycled content. cost for each regional material. ACTION SUBMITTALS Product Data: For each component of gypsum board shaft wall assembly. or recovery for each raw material used in regionally extracted and manufactured materials.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092116. Include statement indicating cost for each regionally manufactured material. SUMMARY Section Includes: Gypsum board shaft wall assemblies.23 – GYPSUM BOARD SHAFT WALL ASSEMBLIES PART 1 . B. 3. Laboratory Test Reports for Credit EQ 4: For gypsum board shaft wall systems. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials. harvest. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regionally manufactured[ and regionally extracted and manufactured] materials. b. UAE Title: DOCUMENT VOLUME 02. 2. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. harvest. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. and fraction by weight that is considered regional. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material.2 A. documentation indicating percentages by weight of postconsumer and preconsumer recycled content.1 A. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Insulation: Sound attenuation blankets. G. Shaft-Side Finish: [Gypsum shaftliner board.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . Runner Tracks: Manufacturer's standard J-profile track with manufacturer's standard long-leg length.and mold-resistant Type X] & [As indicated by fire-resistance-rated assembly design designation]. STC Rating: [As indicated] C. STC-Rated Assemblies: Provide materials and construction identical to those of assemblies tested according to ASTM E 90 and classified according to ASTM E 413 by a testing and inspecting agency. Low-Emitting Materials: Gypsum shaft wall assemblies shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Elevator Hoistway Entrances: Manufacturer's standard J-profile jamb strut with long-leg length of 76 mm. third option corresponds to 20 gage. moisture. C. Studs: Manufacturer's standard profile for repetitive members. DUBAI. D. Depth: [As indicated] Second option in "Minimum Base-Metal Thickness" Subparagraph below corresponds to 25 gage. Minimum Base-Metal Thickness: [As indicated] [Matching steel studs] E. F.PRODUCTS 2." 2. UAE Title: DOCUMENT VOLUME 02. and fire-resistance-rated assembly indicated.1 A. 1. corner and end members.2 A. B. matching studs in depth. GYPSUM BOARD SHAFT WALL ASSEMBLIES Fire-Resistance Rating: [As indicated]. I. provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. 2. 1. B. but at least 51 mm long and matching studs in depth. PERFORMANCE REQUIREMENTS Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies. Division 09 Section 092113. Firestop Tracks: Provide firestop track at head of shaft wall on each floor level. Room-Side Finish: [As indicated] [Gypsum board] H. Minimum Base-Metal Thickness: [As indicated].23 SF Page 3 of 6 Gypsum Board Shaft Wall Assemblies . F." NON-LOAD-BEARING STEEL FRAMING Recycled Content of Steel: Postconsumer recycled content plus one-half of preconsumer recycled content not less than [25] < > percent. score of 10 as rated according to ASTM D 3274. as well as manufactured. 1. Gypsum Shaftliner Board. AUXILIARY MATERIALS Trim Accessories: Material and shapes as specified in [Section 092900 "Gypsum Board"] that comply with gypsum board shaft wall assembly manufacturer's written recommendations for application indicated. B. B. C.4 mm. harvested.and mold-resistant core and surfaces. within 800 km of Project site. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire-resistance-rated assembly indicated. manufacturer's proprietary fire-resistive liner panels with moisture. D. 2. Moisture. the following]: Thickness: 25. or recovered. 2. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. Division 09 Section 092113. Steel Drill Screws: ASTM C 1002 unless otherwise indicated. 2. C. Mold Resistance: ASTM D 3273. 1. PANEL PRODUCTS Recycled Content of Gypsum Panel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 10 percent by weight. E. G.5 A. DUBAI.and Mold-Resistant Type X: ASTM C 1396/C 1396M. one of the following] [available products that may be incorporated into the Work include. Steel Framing Members: Comply with ASTM C 645 requirements for metal.3 A. 3. but are not limited to.23 SF Page 4 of 6 Gypsum Board Shaft Wall Assemblies .01 GENERAL SPECIFICATIONS ARCHITECTURE 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Long Edges: Double bevel. Type X: ASTM C 1396/C 1396M. Regional Materials: Gypsum panel products shall be manufactured within 800 km of Project site.4 A. Gypsum Shaftliner Board. UAE Title: DOCUMENT VOLUME 02. manufacturer's proprietary fireresistive liner panels with paper faces. Gypsum Board: As specified in Section 092900 "Gypsum Board. B. Regional Materials: Gypsum panel products shall be manufactured within 800 km of Project site from materials that have been extracted. F.or 16-mm. Track Fasteners: Power-driven fasteners of size and material required to withstand loading conditions. Building Expansion Joints: Frame both sides of expansion joints with furring and other support.thick gypsum board cants covering tops of projections. I. INSTALLATION General: Comply with requirements of fire-resistance-rated assemblies indicated. and similar items. or mold damaged. DUBAI. Examine panels before installation. B. and similar items. bracing. UAE Title: DOCUMENT VOLUME 02. and support of gravity and pullout loads of fixtures. D. Acoustical Sealant: As specified in [Section 079219 "Acoustical Joint Sealants. G. handrails. Firestop Tracks: Install to maintain continuity of fire-resistance-rated assembly indicated. while maintaining continuity of firerated construction. Sound Attenuation Blankets: As specified in [Section 092900 "Gypsum Board. Elevator Hoistway: Provide jamb struts on each side of door frame.EXECUTION 3. Sound-Rated Shaft Wall Assemblies: Seal with acoustical sealant at perimeter of each assembly and at joints and penetrations. K."] E. After application. Penetrations: Install supplementary steel framing around perimeter of penetration behind boxes containing wiring devices. D."] PART 3 . Control Joints: Install control joints [at locations indicated on Drawings] while maintaining fireresistance rating of gypsum board shaft wall assemblies. and ASTM C 754 other than stud-spacing requirements. Sprayed Fire-Resistive Materials: Patch or replace sprayed fire-resistive materials removed or damaged during installation of shaft wall assemblies. remove only to extent necessary for installation of gypsum board shaft wall assemblies. J.1 A. Isolate perimeter of gypsum panels from building structure.01 GENERAL SPECIFICATIONS ARCHITECTURE C. manufacturer's written installation instructions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. equipment. elevator call buttons. Reject panels that are wet. 1. Division 09 Section 092113. E. Install supplementary framing around openings and as required for blocking. Cant Panels: At projections into shaft exceeding 102 mm.23 SF Page 5 of 6 Gypsum Board Shaft Wall Assemblies . moisture damaged. install 13. C. H. elevator floor indicators. M. Remove and replace panels that are wet. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE L. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or mold damaged. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 3 mm from the plane formed by faces of adjacent framing. moisture damaged.23 SF Page 6 of 6 Gypsum Board Shaft Wall Assemblies .23 Division 09 Section 092113. END OF SECTION 092116. PREPARATION……………………………………………………….4 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… QUALITY ASSURANCE………………………………………………………………………….……………… INSTALLING ACCESSORIES………………………………………………………. 7 7 8 8 8 8 10 Division 09 Section 092400 SF Page 1 of 10 Portland Cement Plastering ..4 2.3 2.6 EXECUTION……………………………………………………………………………………..……………………….1 3.………… PLASTER MIXES……………………………………………………….5 3.………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.…………………………… INSTALLATION. DUBAI.…………….0 2..0 1.2 3.. PROJECT CONDITIONS………………………………………………………………………… 2 2 2 2 3 2.………………… PLASTER REPAIRS……………………………………………………….2 1. 3 3 3 4 5 6 3.1 2.3 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092400 – CEMENT PLASTERING TABLE OF CONTENTS 1. UAE Title: DOCUMENT VOLUME 02. GENERAL……………………………………………………….3 3..…………… PLASTER APPLICATION……………………………………………………….5 PRODUCTS……………………………………………………………………………………… METAL LATH……………………………………………………………………………………… ACCESSORIES…………………………………………………………………………………… MISCELLANEOUS MATERIALS………………………………………………………………… PLASTER MATERIALS………………………………………………………………….2 2. INSTALLING METAL LATH……………………………………………………….4 3.1 1.0 3. 2. and attachments to other work." C. UAE Title: DOCUMENT VOLUME 02. Product Data for Credit IEQ 4. Mockups: Before plastering. Shop Drawings: Show locations and installation of control and expansion joints including plans. elevations.2 A. SUMMARY Section Includes: 1. sections. D. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. provide portland cement plaster assemblies identical to those of assemblies tested for STC ratings per ASTM E 90 and classified according to ASTM E 413 by a qualified testing agency. details of components. C. B. m in surface area to demonstrate aesthetic effects and set quality standards for materials and execution. DUBAI. Product Data for Credit MR 4: For products having recycled content.3 sq. Include statement indicating cost for each product having recycled content. QUALITY ASSURANCE Fire-Resistance Ratings: Where indicated. Exterior portland cement plasterwork (stucco) on [metal lath] [unit masonry] [and] [monolithic concrete]. 1. 3. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1: For sealants. Samples: For each type of factory-prepared finish coat indicated. provide portland cement plaster assemblies identical to those of assemblies tested for fire resistance per ASTM E 119 by a qualified testing agency. Interior portland cement plasterwork on [metal lath] [unit masonry] [and] [monolithic concrete]. install mockups of at least 9. Laboratory Test Reports for Credit IEQ 4: For sealants. 1. B. ACTION SUBMITTALS Product Data: For each type of product indicated. LEED/EHS Submittals: 1. documentation including printed statement of VOC content. Division 09 Section 092400 SF Page 2 of 10 Portland Cement Plastering . Identify products with appropriate markings of applicable testing agency. Sound-Transmission Characteristics: Where indicated.3 A.GENERAL 1.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092400 – CEMENT PLASTERING PART 1 . [1.5-mm Rib Lath: [ [2. m]. hot-dip galvanized zinc coating. Metal Accessories: 1. External-Corner Reinforcement: Fabricated from metal lath with ASTM A 653/A 653M. PROJECT CONDITIONS Comply with ASTM C 926 requirements. Z180. PART 2 . self-furring.PRODUCTS 2. 4. B. Wire-Fabric Lath: 1. 2. m]. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than [25] percent. [0. hot-dip galvanized zinc coating. Flat Rib Lath: Rib depth of not more than 3.2 kg/sq. m].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02.8 kg/sq. Z180. B. 1. METAL LATH Expanded-Metal Lath: ASTM C 847 with ASTM A 653/A 653M.2 A. Welded-Wire Lath: ASTM C 933. Division 09 Section 092400 SF Page 3 of 10 Portland Cement Plastering . m].8 kg/sq. 2. Style 1a vapor-retardant paper] 1. Factory-Prepared Finishes: Comply with manufacturer's written recommendations for environmental conditions for applying finishes. Provide paper-backed lath [unless otherwise indicated] ACCESSORIES General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and number of plaster coats required. 9. m]. [Grade B. hot-dip galvanized zinc coating. ASTM A 653/A 653M. Woven-Wire Lath: ASTM C 1032. 2. 4.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. Paper Backing: FS UU-B-790.1 kg/sq. 3. with stiffener wire backing.1 mm.4 A. Cornerbeads: Fabricated from [zinc-coated (galvanized) steel]. Cornerite: Fabricated from metal lath with ASTM A 653/A 653M. DUBAI. 3. 1. C. self-furring. Foundation Weep Screed: Fabricated from hot-dip galvanized-steel sheet.1 A. 2.8 kg/sq. [1. B. [1. Type I. Diamond-Mesh Lath: [Self-furring]. Z180 zinc coating. Z180. formed to produce slip-joint and square-edged reveal that is adjustable from 6. E. 1. square-edged style. C.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Cornerbeads: With perforated flanges. Plastic Accessories: Fabricated from high-impact PVC. Bonding Compound: ASTM C 932. ASTM C 1002 or ASTM C 954. as required by thickness of metal being fastened. 5. one-piece-type. MISCELLANEOUS MATERIALS Water for Mixing: Potable and free of substances capable of affecting plaster set or of damaging plaster. with expanded flanges. Control Joints: Fabricated from [zinc-coated (galvanized) steel]. Division 09 Section 092400 SF Page 4 of 10 Portland Cement Plastering . a. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers. [Small-nose] style. folded pair of unperforated screeds in M-shaped configuration. free of contaminants. Casing Beads: Fabricated from[zinc-coated (galvanized) steel].3 A. 7. B. folded pair of unperforated screeds in M-shaped configuration.34 to 16 mm wide. C. 4. with perforated flanges and removable protective tape on plaster face of control joint. Fasteners for Attaching Metal Lath to Substrates: Complying with ASTM C 1063. Control Joints: One-piece-type. Expansion Joints: Fabricated [or] [zinc-coated (galvanized) steel]. Expansion Joints: Two-piece type. Steel Drill Screws: For metal-to-metal fastening. 13 mm long. 2. 2. with perforated flanges. with perforated concealed flanges. use unless otherwise indicated. Two-Piece Expansion Joints: Fabricated from [zinc-coated (galvanized) steel]. DUBAI. Casing Beads: With perforated flanges in depth required to suit plaster bases indicated and flange length required to suit applications indicated. 6. use unless otherwise indicated. D. formed to produce slip-joint and square-edged [13mm-] wide reveal. a. in lengths required to achieve penetration through joined materials of no fewer than three exposed threads.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. manufactured for use in portland cement plaster. lath. UAE Title: DOCUMENT VOLUME 02. [Square-edge] style. folded pair of unperforated screeds in M-shaped configuration. use unless otherwise indicated. 8. with pan head that is suitable for application. with perforated flanges and removable protective tape on plaster face of control joint. [Small-nose] style. with expanded flanges. or accessories. F. Colorants for Job-Mixed Finish Coats: Colorfast mineral pigments that produce finish plaster color [to match Architect's sample]. Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass. Type N. [Type I] 1. H. coloring agents. and proprietary ingredients. unless otherwise indicated. 1. slag wool. H. Sound Attenuation Blankets: ASTM C 665. Plastic Cement: ASTM C 1328. Ready-Mixed Finish-Coat Plaster: Mill-mixed portland cement. 2. or ASTM C 207. 1. Perlite Aggregate: ASTM C 35. Sand Aggregate: ASTM C 897." PLASTER MATERIALS Portland Cement: ASTM C 150. Acoustical Sealant: As specified in Section 079219 "Acoustical Joint Sealants. Lime: ASTM C 206. 2. 1. for use over portland cement plaster Division 09 Section 092400 SF Page 5 of 10 Portland Cement Plastering . E. Sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Class 1 zinc coating. Color for Finish Coats: [White]. or rock wool. Color for Job-Mixed Finish Coats: [White] [In color matching Architect's sample]. Sealants shall have a VOC content of [250] g/L or less when calculated according to 40 CFR 59. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than <10> percent by weight.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH." 1. 2. I. soft temper. D. Wire: ASTM A 641/A 641M. UAE Title: DOCUMENT VOLUME 02. not less than 1.4 A. Type S. 1. G. Color: [As selected by Architect from manufacturer's full range]. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.01 GENERAL SPECIFICATIONS ARCHITECTURE F. formulated with colorfast mineral pigments and fine aggregates. Color for Finish Coats: [White] Masonry Cement: ASTM C 91. B. Acrylic-Based Finish Coatings: Factory-mixed acrylic-emulsion coating systems. aggregates. Subpart D (EPA Method 24).21-mm diameter. G. Type S. C. DUBAI. Include manufacturer's recommended primers and sealing topcoats for acrylicbased finishes. mix 1 part portland cement and 1 part masonry cement. Use 3 to 5 parts aggregate per part of cementitious material. Use 3 to 5 parts aggregate per part of cementitious material. 1. Brown Coat: For cementitious material. Scratch Coat: 1 part masonry cement and 2-1/2 to 4 parts aggregate. b. but not less than volume of aggregate used in scratch coat.01 GENERAL SPECIFICATIONS ARCHITECTURE base coats. Scratch Coat: 1 part plastic cement and 2-1/2 to 4 parts aggregate. but not less than volume of aggregate used in scratch coat. Color: [As selected by Architect from manufacturer's full range]. mix 1 part portland cement [3/4 to 11/2] parts lime. DUBAI. Scratch Coat: For cementitious material. Brown Coat: 1 part masonry cement and 3 to 5 parts aggregate. 2. m of cementitious materials. Use 2-1/2 to 4 parts aggregate per part of cementitious material. UAE Title: DOCUMENT VOLUME 02. but not less than volume of aggregate used in scratch coat. Comply with fiber manufacturer's written instructions for fiber quantities in mixes. b. b. b. mix 1 part portland cement and [3/4 to 1-1/2] parts lime. 2. Fiber Content: Add fiber to base-coat mixes after ingredients have mixed at least two minutes. but not less than volume of aggregate used in scratch coat. Portland Cement Mixes: a. mix 1 part portland cement and 1 part masonry cement. but do not exceed 0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 5. B. Brown Coat: 1 part plastic cement and 3 to 5 parts aggregate. Use 2-1/2 to 4 parts aggregate per part of cementitious material.5 A. 4. 1. 3. Portland and Masonry Cement Mixes: a. Base-Coat Mixes for Use over Metal Lath: Scratch and brown coats for three-coat plasterwork as follows: 1. Plastic Cement Mixes: a. PLASTER MIXES General: Comply with ASTM C 926 for applications indicated. Masonry Cement Mixes: a.6 kg of fiber/cu. Brown Coat: For cementitious material. Portland and Plastic Cement Mixes: Division 09 Section 092400 SF Page 6 of 10 Portland Cement Plastering . Scratch Coat: For cementitious material. mix 1 part portland cement and 1 part masonry cement. mix 1 part portland cement and 3/4 to 1-1/2 parts lime.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Factory-Prepared Finish-Coat Mixes: For [ready-mixed finish-coat plasters]. 2. PREPARATION Protect adjacent work from soiling. spattering. but not less than volume of aggregate used in scratch coat. Masonry Cement Mix: Use 1 part masonry cement and 2-1/2 to 4 parts aggregate. Use 2-1/2 to 4 parts aggregate per part of cementitious material. 3. Division 09 Section 092400 SF Page 7 of 10 Portland Cement Plastering . b.EXECUTION 3. Masonry Cement Mix: 1 part masonry cement and 1-1/2 to 3 parts aggregate. Use 2-1/2 to 4 parts aggregate per part of cementitious material. Portland Cement Mix: For cementitious materials. comply with manufacturer's written instructions. Use 3 to 5 parts aggregate per part of cementitious material. Plastic Cement Mix: 1 part plastic cement and 1-1/2 to 3 parts aggregate. moisture deterioration. 3. and other harmful effects caused by plastering. 2. 4. Prepare solid substrates for plaster that are smooth or that do not have the suction capability required to bond with plaster according to ASTM C 926. mix 1 part portland cement and 0 to 3/4 part lime. Portland and Masonry Cement Mix: For cementitious materials. B. Use 1-1/2 to 3 parts aggregate per part of cementitious material. Base-Coat Mixes: Single base coats for two-coat plasterwork as follows: 1. Plastic Cement Mix: Use 1 part plastic cement and 2-1/2 to 4 parts aggregate.01 GENERAL SPECIFICATIONS ARCHITECTURE a. 3. mix 1 part portland cement and [11/2 to 2] parts lime. mix 1 part portland cement and 1 part masonry cement. Use 2-1/2 to 4 parts aggregate per part of cementitious material. Brown Coat: For cementitious material. Portland Cement Mix: For cementitious material. Portland and Masonry Cement Mix: For cementitious material. Plastic Cement Mix: Use 1 part plastic cement and 2-1/2 to 4 parts aggregate. Use 2-1/2 to 4 parts aggregate per part of cementitious material. 2. C.1 A. Use 1-1/2 to 3 parts aggregate per part of cementitious material. E. mix 1 part plastic cement and 1 part portland cement. Scratch Coat: For cementitious material. Job-Mixed Finish-Coat Mixes: 1. mix 1 part plastic cement and 1 part portland cement. PART 3 . Base-Coat Mixes: Single base coats for two-coat plasterwork as follows: 1. UAE Title: DOCUMENT VOLUME 02. DUBAI. Portland Cement Mix: For cementitious material. D. F. Control Joints: Install control joints [at locations indicated on Drawings. 1. install blankets before installing lath unless blankets are readily installed after lath has been installed on one side. Acoustical Sealant: Where required. B. Flat-Ceiling and Horizontal Framing: Install [flat diamond-mesh] lath. INSTALLING METAL LATH Expanded-Metal Lath: Install according to ASTM C 1063. INSTALLING ACCESSORIES Install according to ASTM C 1063 and at locations indicated on Drawings. Sound Attenuation Blankets: Where required. Curved-Ceiling Framing: Install [flat diamond-mesh] lath. As required to delineate plasterwork into areas (panels) with length-to-width ratios of not greater than 2-1/2:1. As required to delineate plasterwork into areas (panels) of the following maximum sizes: a. C. Install lath-type. 5.c.4 sq.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. m. Division 09 Section 092400 SF Page 8 of 10 Portland Cement Plastering . At distances between control joints of not greater than 5. UAE Title: DOCUMENT VOLUME 02. Vertical Surfaces: 13. Partition Framing and Vertical Furring: Install [flat diamond-mesh lath. 2.5 m o. external-corner reinforcement at exterior locations.2 A. C. to delineate rectangular-shaped areas (panels) and to relieve the stress that occurs at the corner formed by the dimension change. 4. PLASTER APPLICATION General: Comply with ASTM C 926. b. Where plasterwork areas change dimensions.] Retain subparagraphs below if retaining last option in paragraph above. 2. Install cornerbead at interior and exterior locations.5 A. 3. Horizontal and other Nonvertical Surfaces: 9. 1.4 A. 3. On Solid Surfaces.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. seal joints between edges of plasterwork and abutting construction with acoustical sealant. DUBAI. 3. 3.3 A. [diamond-mesh] lath. Reinforcement for External Corners: 1. m. Where control joints occur in surface of construction directly behind plaster. 4. 3.3 sq. 2. Not Otherwise Furred: Install self-furring. B. INSTALLATION. GENERAL Fire-Resistance-Rated Assemblies: Install components according to requirements for design designations from listing organization and publication indicated on Drawings. Masonry cement mixes. Plastic cement mixes. Acrylic-Based Finish Coatings: Apply coating system. 3. I. Plastic cement mixes. 19-mm thickness. Portland cement mixes. 2. 2. 5. 4. E. Plaster Finish Coats: Apply to provide [float] finish to match Architect's sample. Portland and masonry cement mixes. 1. Portland and plastic cement mixes. Ceilings. C. G. Bonding Compound: Apply on [unit masonry] [and] [concrete] plaster bases. 2. Base-Coat Mix: Scratch coat for two-coat plasterwork. and sealing topcoats. D. Base-Coat Mix: Scratch coat for two-coat plasterwork[. Masonry cement mixes. 3. 1. on masonry] [. Walls. Portland and plastic cement mixes. 5. 6 mm thick on concrete. 2. finish coats. according to manufacturer's written instructions. J.01 GENERAL SPECIFICATIONS ARCHITECTURE B. 1. Portland cement mixes. 1. Ceilings. Concealed Exterior Plasterwork: Where plaster application will be used as a base for adhered finishes. 4. Portland cement mixes. Plastic cement mixes. 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 4. including primers. Base-Coat Mixes for Use over Metal Lath: Scratch and brown coats for three-coat plasterwork[. Portland and masonry cement mixes. H. Plastic cement mixes. Masonry cement mixes. 4. 10 mm thick on concrete masonry]. Concealed Interior Plasterwork: Division 09 Section 092400 SF Page 9 of 10 Portland Cement Plastering . Masonry cement mixes. Portland and masonry cement mixes. Portland and masonry cement mixes. Base-Coat Mixes for Use over Metal Lath: Scratch and brown coats for three-coat plasterwork. on concrete]. Portland cement mixes. DUBAI. 3. 5. F. Portland and plastic cement mixes. UAE Title: DOCUMENT VOLUME 02. Walls. Portland and plastic cement mixes. omit finish coat. 3. blisters.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. dry outs. Where plaster application will be concealed above suspended ceilings and in similar locations. Where plaster application will be used as a base for adhesive application of tile and similar finishes.01 GENERAL SPECIFICATIONS ARCHITECTURE 1.6 A. 3. PLASTER REPAIRS Repair or replace work to eliminate cracks. and equipment. buckles. 2. DUBAI. similar furnishings. dents. sweat outs. UAE Title: DOCUMENT VOLUME 02. apply finish coat. efflorescence. Where plaster application will be concealed behind built-in cabinets. and similar defects and where bond to substrate has failed. 3. END OF SECTION 092400 Division 09 Section 092400 SF Page 10 of 10 Portland Cement Plastering . omit finish coat. crazing and check cracking. finish coat may be omitted. 1 1. 3 3 3 3 4 4 5 5 5 6 6 3.7 2.………………………….…………………………… 7 7 Division 09 Section 092900 SF Page 1 of 8 Gypsum Board .4 2.10 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… GYPSUM BOARD. JOINT TREATMENT MATERIALS………………………………………………………………… AUXILLARY MATERIALS………………………………………………………………………….2 GENERAL………………………………………………………………………………………… SUMMARY………………………………………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2. SPECIALTY GYPSUM BOARD….2 2..1 EXECUTION…………………………………………………………………………………….8 2.0 2. DUBAI. UAE Title: DOCUMENT VOLUME 02.0 3...0 1. TRIM ACCESSORIES…………………………………………………………………………….9 2..………….3 2. TILE BACKING PANELS…………………………………………………………………………. EXTERIOR GYPSUM BOARD FOR CEILINGS AND SOFFITS…….5 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092900 – GYPSUM BOARD TABLE OF CONTENTS 1. GENERAL…………………………………………………………………… INTERIOR GYPSUM BOARD……………………………………………………………………. APPLYING AND FINISHING PANELS…………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.6 2. TEXTURE FINISHES……………………………………………………………………………….1 2.……………………………………………………. 3. 2. B. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 4. Include statement indicating cost for each regionally manufactured material." Division 09 Section 092900 SF Page 2 of 8 Gypsum Board . a. documentation including printed statement of VOC content. Tile backing panels. SUMMARY Section Includes: 1. 1. harvest. and fraction by weight that is considered regional. 4. or recovery for each raw material. Product Data for Credit MR 4: For products having recycled content. harvest. LEED/EHS Submittals: 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regionally manufactured[ and regionally extracted and manufactured] materials. Include statement indicating location of manufacturer and point of extraction.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 092900 – GYPSUM BOARD PART 1 . Laboratory Test Reports for Credit IEQ 4: For adhesives used to laminate gypsum board panels to substrates. ACTION SUBMITTALS Product Data: For each type of product. or recovery for each raw material used in regionally extracted and manufactured materials. Interior gypsum board.2 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. b. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. DUBAI. Texture finishes. 2.1 A. Include statement indicating cost for each product having recycled content. certificates indicating location of material manufacturer and point of extraction. cost for each regional material. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using SmallScale Environmental Chambers.GENERAL 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials. Exterior gypsum board for ceilings and soffits. UAE Title: DOCUMENT VOLUME 02. Include statement indicating distance to Project. Product Data for Credit IEQ 4. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. 5.1: For adhesives used to laminate gypsum board panels to substrates. GENERAL Recycled Content of Gypsum Panel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than <10> percent.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Long Edges: [Tapered] [Tapered and featured (rounded or beveled) for prefilling]. 2. Low Emitting Materials: For ceiling and wall assemblies. within 500 miles of Project site.2 A. C. provide materials and construction identical to those tested in assembly and complying with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Thickness: 1/2 inch. Long Edges: [Tapered] Division 09 Section 092900 SF Page 3 of 8 Gypsum Board . 2. B. DUBAI. Samples: 1. B. provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. GYPSUM BOARD.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Regional Materials: Gypsum panel products shall be manufactured within 500 miles of Project site. B. Gypsum Board. as well as manufactured. PERFORMANCE REQUIREMENTS Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies. UAE Title: DOCUMENT VOLUME 02. Textured Finishes: [Manufacturer's standard size] for each textured finish indicated and on same backing indicated for Work.PRODUCTS 2. harvested. PART 2 . Thickness: 5/8 inch. INTERIOR GYPSUM BOARD Gypsum Wallboard: ASTM C 1396/C 1396M. Regional Materials: Gypsum panel products shall be manufactured within 500 miles of Project site from materials that have been extracted. provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. Type X: ASTM C 1396/C 1396M. 1.3 A. or recovered. 2. STC-Rated Assemblies: For STC-rated assemblies." 2.1 A. 1. C. Specifically designed for interior use. Long Edges: Tapered. E. Gypsum Ceiling Board: ASTM C 1396/C 1396M. Core: [Type C as required by fire-resistance-rated assembly indicated on Drawings]. Type C: ASTM C 1396/C 1396M. Type X]. 1. Long Edges: Tapered. Flexible Gypsum Board: ASTM C 1396/C 1396M.and Mold-Resistant Gypsum Board: ASTM C 1396/C 1396M. Manufactured to bend to fit radii and to be more flexible than standard regular-type gypsum board of same thickness. 2. D. 3. 2. 1.and mold-resistant core and paper surfaces. 2. 2. Thickness: 1/2 inch. 1. With fiberglass mat laminated to both sides. Long Edges: [Tapered].4 A. Glass-Mat Interior Gypsum Board: ASTM C 1658/C 1658M. F. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE C. score of 10 as rated according to ASTM D 3274. Long Edges: Tapered. 1. Long Edges: Tapered. 3. 1. with manufacturer's standard edges. 1. B. Core: [5/8 inch. EXTERIOR GYPSUM BOARD FOR CEILINGS AND SOFFITS Exterior Gypsum Soffit Board: ASTM C 1396/C 1396M. DUBAI. With moisture. 2. Division 09 Section 092900 SF Page 4 of 8 Gypsum Board . 3. Type X]. G. Manufactured to have increased fireresistive capability. Long Edges: Tapered. Mold Resistance: ASTM D 3273. score of 10 as rated according to ASTM D 3274. Core: [5/8 inch. Mold Resistance: ASTM D 3273. Abuse-Resistant Gypsum Board: ASTM C 1629/C 1629M. Mold Resistance: ASTM D 3273. Thickness: As required by fire-resistance-rated assembly indicated on Drawings. Foil-Backed Gypsum Board: ASTM C 1396/C 1396M. 2. 2. Moisture. Core: [5/8 inch. score of 10 as rated according to ASTM D 3274.5 A. Long Edges: Tapered. UAE Title: DOCUMENT VOLUME 02. 2. abuse resistant]. SPECIALTY GYPSUM BOARD Gypsum Board. 1. [Level 1] [Level 2] [Level 3]. Thickness: 1/4 inch. TILE BACKING PANELS Glass-Mat. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Thickness: [5/8 inch] Mold Resistance: ASTM D 3273. 1. Joint Tape: 1. Material: [Hot-dip galvanized steel sheet. C. 1. 2. 2. Type X].01 GENERAL SPECIFICATIONS ARCHITECTURE 1. DUBAI. Glass-Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M. 2.9 and ASTM C 1288 or 1325. TRIM ACCESSORIES Interior Trim: ASTM C 1047. Type X]. Division 09 Section 092900 SF Page 5 of 8 Gypsum Board . 2. plastic. Core: [5/8 inch. score of 10 as rated according to ASTM D 3274. Alloy 6063-T5. Interior Gypsum Board: Paper. 1. Core: [5/8 inch. 3. Core: [Type C as required by fire-resistance-rated assembly indicated on Drawings]. 1. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. B. C. UAE Title: DOCUMENT VOLUME 02. B. Exterior Gypsum Soffit Board: Paper. Type X]. with manufacturer's standard edges. Material: [Paper-faced galvanized steel sheet]. Exterior Trim: ASTM C 1047. B. Water-Resistant Gypsum Backing Board: ASTM C 1396/C 1396M. with fiberglass mat laminated to both sides and with manufacturer's standard edges. score of 10 as rated according to ASTM D 3274. B.8 A. 4.6 A. with manufacturer's standard edges. Water-Resistant Backing Board: ASTM C 1178/C 1178M. Tile Backing Panels: As recommended by panel manufacturer. 2. or rolled zinc] Aluminum Trim: ASTM B 221. with manufacturer's standard edges. 1.7 A. 2. JOINT TREATMENT MATERIALS General: Comply with ASTM C 475/C 475M. Core: [5/8 inch. Mold Resistance: ASTM D 3273. Cementitious Backer Units: ANSI A118. AUXILIARY MATERIALS Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. Division 09 Section 092900 SF Page 6 of 8 Gypsum Board ." 2." F. 1. 1. Recycled Content of Blankets: Postconsumer recycled content plus one-half of preconsumer recycled content not less than <10> percent. job-mixed.10 A. Subpart D (EPA Method 24). UAE Title: DOCUMENT VOLUME 02.9 A. Acoustical joint sealant shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Thermal Insulation: As specified in Section 072100 "Thermal Insulation. job-mixed.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Laminating adhesive shall have a VOC content of [50] < > g/L or less when calculated according to 40 CFR 59. TEXTURE FINISHES Primer: As recommended by textured finish manufacturer. aggregated. 2. 1." E. Vapor Retarder: As specified in Section 072100 "Thermal Insulation. B. DUBAI. drying-type texture finish for spray application. Sound Attenuation Blankets: ASTM C 665. Acoustical joint sealant shall have a VOC content of [250] <> g/L or less when calculated according to 40 CFR 59. D. 2. unless otherwise indicated. Type I (blankets without membrane facing). 2. Subpart D (EPA Method 24). Product effectively reduces airborne sound transmission through perimeter joints and openings as demonstrated by testing according to ASTM E 90. 1." B.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Texture: [Fine] Aggregate Finish: Water-based. Polystyrene Aggregate Ceiling Finish: Water-based. C. Steel Drill Screws: ASTM C 1002. polystyrene aggregate finish with flame-spread and smoke-developed indexes of not more than 25 when tested according to ASTM E 84. Laminating adhesive shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. C. Acoustical Joint Sealant: ASTM C 834. E. 2. D. a. vinyl texture finish for spray application. NRC: [0. APPLYING AND FINISHING PANELS Comply with ASTM C 840.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. PART 3 . 2. concealed areas. Aluminum Trim: Install in locations [indicated on Drawings].55] according to ASTM C 423. chemical-setting or drying-type. except floors. Level 2: [Where indicated on Drawings] Level 3: [Where indicated on Drawings] Division 09 Section 092900 SF Page 7 of 8 Gypsum Board .to 1/2-inch. Application Thickness: [1/2 inch] Surface-Burning Characteristics: ASTM E 84. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. Smoke-Developed Index: [50] or less. 1. Prefill open joints[. Texture: [Light spatter] Texture: [Light] [Spatter] Acoustical Finish: Water-based. 3. except for trim products specifically indicated as not intended to receive tape. Install trim with back flanges intended for fasteners. and mold damaged.] and damaged surface areas. moisture damaged. C. job-mixed texture finish for spray application. F. Non-Aggregate Finish: Pre-mixed. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments. G. and where indicated. 2. 3. Control Joints: Install control joints [at locations indicated on Drawings]. UAE Title: DOCUMENT VOLUME 02.EXECUTION 3. b. Seal joints between edges and abutting structural surfaces with acoustical sealant. DUBAI. Apply joint tape over gypsum board joints.wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. attach trim according to manufacturer's written instructions.1 A. Flame-Spread Index: [25] <> or less. Provide 1/4. Otherwise. Examine panels before installation. E. Level 1: Ceiling plenum areas. 1. Reject panels that are wet. attach to framing with same fasteners used for panels. beveled edges. 1. marred." H. Level 4: [At panel surfaces that will be exposed to view unless otherwise indicated] a.01 GENERAL SPECIFICATIONS ARCHITECTURE 4. Remove and replace panels that are wet. Repair surfaces stained. Primer and its application to surfaces are specified in Section 099123 "Interior Painting. Mix and apply finish using powered spray equipment. DUBAI. and mold damaged. 5. Primer and its application to surfaces are specified in Section 099123 "Interior Painting. moisture damaged. or otherwise damaged during drywall application. END OF SECTION 092900 Division 09 Section 092900 SF Page 8 of 8 Gypsum Board ." Level 5: [Where indicated on Drawings] a. I. Protect adjacent surfaces from drywall compound and texture finishes and promptly remove from floors and other non-drywall surfaces. J. to produce a uniform texture[ matching approved mockup and] free of starved spots or other evidence of thin application or of application patterns. Texture Finish Application: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. 2 3..…………. EXTRA STOCK……………….…………………………………………………………………… SUBMITTALS……………………………………………………………………………………….5 3. INSPECTION AND PREPARATION…..4 PRODUCTS……………………………………………………………………………………… GENERAL………………………………………………………………………………………… MANUFACTURERS.…………………………………………………………………… MATERIALS…………………..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2.2 2..………..0 1.…………………………… INSTALLATION.0 3.3 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 093013 – CERAMIC TILES TABLE OF CONTENTS 1..1 1.…………………………….3 2.…………………………………………………….1 3.7 3.4 3.. STORAGE AND HANDLING…………………………………………. INSTALLATION…………………………………………………………………………………… CLEANING……………………………………………………………………………………….….. FINISHING……………………………………………………………………………………….1 2. 8 8 8 9 9 10 11 11 11 Division 09 Section 093013 SF Page 1 of 11 Ceramic Tiling . PRODUCT DELIVERY. CURING…………………………………………………………………………………………… PROTECTION……………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02. 2 2 2 2 3 2. SETTING-OUT…………………………………………………………………………………….3 3.2 1..6 3. GENERAL……………………………………………………………………….4 GENERAL………………………………………………………………………………………… SECTION INCLUDES……………….…………………………………………………………………….…………………………………………………………… QUALITY ASSURANCE……. 3 3 3 3 8 3. DUBAI.8 EXECUTION…………………………………………………………………………………….. 2.3 Environmental Conditions: Don't perform work when temperature and humidity in the work area is likely to exceed the application and curing ranges of the mortars and adhesives. fully grouted.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 093013 – CERAMIC TILES PART 1 . 1. work. UAE Title: DOCUMENT VOLUME 02. install mockups of each type of wall and floor material. complete.1.4 Performance of adhesion test on site to recommended International Standard.2.GENERAL 1.2 Supply and installation of ceramic walls. Modify mockup as necessary to obtain approval. 1.1 Drawings and General Provisions of the Contract.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. for Engineer’s approval. and who has proven experience of at least five (5) years experience in this type of work as specified in this section of the specifications. 1. 1.1 Samples: Division 09 Section 093013 SF Page 2 of 11 Ceramic Tiling .2 QUALITY ASSURANCE 1. Approved mockup may remain as part of the completed work.1 SECTION INCLUDES 1.1.3 SUBMITTALS 1. apply to work of this Section. 1.3 This section covers the Ceramic tiles works as indicated on Drawings and required by the Contract and shall include the following items:  Glazed Ceramic Wall Tiles  Unglazed Floor Ceramic Tiles Extent of Ceramic tiles is indicated on the Drawings and finishing tables.2.2.1. 1.1 lnstaller's Qualifications: Engaged in the installation of ceramic tile systems.3. 1. floors and skirting at locations shown on the drawings and schedules. DUBAI.2 Mockup: At location in the building where designated by Engineer. 1 GENERAL The design and installation shall be in accordance with BS 5385 Part 1. pictures and colour charts not acceptable.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2.3 Maintenance Manuals: Submit three copies of maintenance manuals for inclusion in the data book at the completion of works.3 MATERIALS 2. 2 and 3. provide products by one of the attached list of manufacturers or approved equal shown in Section 01295. 1. Shop drawings: Shop drawings showing floor patterns.4 Certificate: Submit manufacturer’s certificate stating that installed work is in accordance with the requirements of this Section and own printed instruction. 1. deliver and store tiles adhesive. Re-submit samples until approved. Grout: Submit samples of grout colours for approval. Colour and type of Ceramic tile to be selected by the Engineer from manufacturer’s standard range. 1. UAE Title: DOCUMENT VOLUME 02. Actual cured grout must be submitted. Tiling should be carried out in accordance with BS5385. etc. 1. and cementitious materials in manner to ensure no discoloration and damages occur.3. the samples will serve as the standard for subsequent work. b.3.PRODUCTS 2. colour and finish. shall be submitted to Engineer for approval.2 Test Reports: Material test report from qualified testing laboratory indicating test results relative to compliance of tile. When approved.1 General: All ceramic tiles shall be fully vitrified. wall designs. d.01 GENERAL SPECIFICATIONS ARCHITECTURE a.4 PRODUCT DELIVERY. Division 09 Section 093013 SF Page 3 of 11 Ceramic Tiling . PART 2 . special pieces. grouted to approved colours. border tiles. Give specific warning of any maintenance practice or materials that may damage the finished work. DUBAI.3. tile setting and grouting products with requirements of British Standards.2 MANUFACTURERS Subject to compliance with the specification requirements of this section. Tiles: Submit two 600 mm x 600 mm samples of each material. Adhesives and grouts should conform to EN12004. STORAGE AND HANDLING Handle. 2. mounted on tempered hardboard. c.3. 3.2. lime-proof.3 Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements: Size: 2. but must also have one top surface and bull-nose glazed.2. 2.  2. Units shall be of the same colour and length of the adjoining floor tiles. 2. DUBAI. and finish.1 Ceramic floor tiles shall be matt finish. Single edge and double edge rounded tiles. The tile sizes and make shall be as detailed on drawings. with shape assigned to effect transition between thickness of tile and adjoining finishes of different thickness. alkaline.2.2. Skirtings shall be coved edge type 100 mm high.2 Glazed wall tiles shall conform to the requirements of BS 6431 and the size shall be as shown on the schedule of finishes or the Drawings and of an acceptable pattern and colour.2.8 Water: Free from salt and other deleterious foreign matter. durable mineral particles which shall be free from injurious amounts of saline. 2. coves and corner pieces shall be of the same quality. and the height shall be as required. non-staining.2.3.3.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.3.4 As indicated. vitrified plain clay tiles manufactured in accordance with BS 6431.3.2. 2. 2.11 Adhesive for Tiles: Tile Adhesives and Grout for internal areas: Division 09 Section 093013 SF Page 4 of 11 Ceramic Tiling . Tile pattern and colour shall be to the Engineer’s Selection. colour.2.3.25 mm mesh.2. The tile sizes and make shall be as detailed on drawings.7 Sand: to BS 1200: fine granular material composed of hard.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. organic or other deleterious substances. 2. Ceramic Skirting: Units are prepared in the same way as ceramic tiles. strong. coordinated with sizes and coursing of adjoining flat tile where applicable.5 Curved units for transition from wall to horizontal floor.3.  External and internal corners bull-nose shape  Tapered transition tile.10 Colour Pigments: Pure mineral pigment.3.6 Cement: To BS 1200: non-staining Portland cement. Acid resistant tiles shall be used where specified. and passing a 1.3. UAE Title: DOCUMENT VOLUME 02.3.2. 2.9 Latex Portland Cement Mortar: Modified Portland cement mortar and polymers to BS 5385 and to conform to the requirements of EN12004. 2. Class 42.3.2 Ceramic Floor/Wall Tiles 2. Special Pieces: Provide Special units to match characteristics of adjoining flat tile and to comply with following requirements.5 to BS12.3.2. 01 GENERAL SPECIFICATIONS ARCHITECTURE Wet Areas Only Include the Following WPM: WPM As specified in section 071416 071613 Cold Fluid-applied waterproofing Polymer modified cement waterproofing The product should follow the following criteria for performance. Products to meet the requirements of EN 12004 C1TE and have the following characteristics: Page 5 of 11 Ceramic Tiling . UAE Title: DOCUMENT VOLUME 02.Solvent Free .MINIMUM APPLIED THICKNESS 10MM – 160MM . DUBAI.Can used on floors and walls .Load bearing Floors The screed system must perform according to the following criteria: .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.CT-C35-F6 IN ACCORDANCE WITH DIN EN 13813 .INSENSITIVE TO MOISTURE .Crack bridging . synthetic resins and special additives in a dry blend to be mixed and applied as per manufacturer’s instructions. graded aggregates. UNBONDED OR FLOATING TO BS8204-1 . .1 HOUR WORKABILITY AT HIGH TEMPERATURES .TEMP RESISTANCE -30C TO +80C .READY TO RECEIVE TILING AFTER 3 DAYS .BONDED.Resistant to Lime Water .IMPACT RESISTANT TO CAT A (BRE HAMMER) <3MM INDENTATION . flexible cement based polymer modified tile adhesive mortar for fixing porcelain Division 09 Section 093013 SF 1.cement based polymer modified tile adhesive mortar: Factory proportioned pre-blended mixture of cements.3% 1-3% 2.10 % 6-10% Vitrified tiles (B11a) 3-6% 3-6% Impervious (B1) < 3% <3% Adhesive Glazed mosaic 1 .SHRINKAGE COMPENSATED Adhesive: Tile Type Water Absorption/Porosity Recommended Adhesive Type Non-vitrified tiles (B111) > 10 % >10% Adhesive Semi Vitrified tiles (B11b) 6 . 3% <0.2.5 . DUBAI. synthetic resins and special additives in a dry blend to be mixed and applied as per manufacturer’s instructions.12 - Internal and external use - Can be used on walls and floors - For joint widths 1-6mm - Crack free - Waterproof - Formulated for swimming pools - Middle East formulation - Conforms to ANSI A118. which has the following additional performance properties: 2.Grout engineered for the grouting of ceramic tile.0% Fully vitrified tile < 0.1% 0. synthetic resins and special additives in a dry blend to be mixed and applied as per manufacturer’s instructions.3. Products to meet the requirements of EN 12004 C2TE S1 and have the following characteristics: Grout:.3% Glass mosaic 0% 0% and fully vitrified tiles: Factory proportioned pre-blended mixture of cements. graded aggregates.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Deformable multi purpose tile adhesive for all ceramic coverings and substrates: Factory proportioned pre-blended mixture of cements.01 GENERAL SPECIFICATIONS ARCHITECTURE Porcelain tile 0. Products to meet the requirements of EN 12004 C2TE and have the following characteristics: Adhesive 3. graded aggregates.7 Sealer: apply protective finish clear sealer coat of BASF Masterseal 1430 Silconal or similar product to floor tiles at locations shown in Room Finish Schedule. Division 09 Section 093013 SF Page 6 of 11 Ceramic Tiling .5-1. UAE Title: DOCUMENT VOLUME 02. UAE Title: DOCUMENT VOLUME 02.14 - Suitable for use in swimming pools - Contains fungicides - UV/weather resistant - Resistant to hot and boiling water - Temperature resistant from -40 to +165 C Electrical Conduits Within The Floor - Conduit pipes should be properly cleaned to remove any loose material which could reduce bond strength of the BASF Epoxy Adhesive - Conduits should be fixed to the floor in 2m intervals using stainless steel clamps ensuring each conduit is clamped individually leaving a minimum of 3mm between each conduit - BASF PCI VG7 Epoxy should be applied to the conduit pipe and while wet. unbounded silica should be removed - BASF Mastertop 518 Screed System should be applied upto the conduits leaving a conduit channel - D49 Stainless Steel Mesh should be incorporated 150mm into each side of the screed above the conduits at a screed depth of 50% of the screed thickness ensuring a minimum screed thickness of 15mm above the conduit pipes - Fill the conduit channel until flush with the screed surface using BASF 528 Self Levelling Compound 2. The resin based adhesive and grout conforms to an R2T class according to EN 12004 as well as having the following additional characteristics: - Resistant to chemicals.3.BASF Mastertile 707 Epoxy Adhesive & Grout which is an epoxy adhesive and grout engineered specifically for the installation of floor coverings made of ceramic tile.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.2.3. blinded with silica sand - Once dry. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. glass. mosaics.3. and oil - Water impermeable and water vapour barrier Division 09 Section 093013 SF Page 7 of 11 Ceramic Tiling . to produce a chemical resistant and water impermeable floor or wall finish. acids.BASF PCI Silcoferm Silicon Sealant engineered for use with ceramic tile that has the following additional characteristics: 2.13 Sealants for /Control Joints: Silicone Sealant:.2.15 Epoxy Adhesive & Grout Floors/Walls:. lyes. grease.2. Highly wear resistant to rolling and grinding loads.Shrinkage free .Crack free curing . apply a leveling coat of cement mortar minimum 12 mm thick.1.O. and shall be tested before and after the installation of tiles. no voids under the tiles occur. 3.1. upon which the work of this Section depends.Ultra high adhesion to tile edges . Trowel mortar smooth to leave a surface suitable for use of adhesive.01 GENERAL SPECIFICATIONS ARCHITECTURE . 3. sufficient to cover the unevenness of the substrate and to make walls true vertical. 3. UAE Title: DOCUMENT VOLUME 02.4 EXTRA STOCK Prior to issuance of completion certificate. DUBAI.Weather resistant when used externally .1.2.4 Preparation of Floors: Cast-in-place concrete substrates shall be sufficiently smooth and level such that when thin-set mortar to accept tiles is applied. examine the base work to which the tile work applied. GENERAL 3.1 Before commencing erection. Grind off high spots and fill-in low spots as necessary to ensure no voids occur.2 Report immediately in writing to Engineer all discrepancies in accuracy and Suitability in the location. extra stock equal to 5% of each colour and component of all ceramic tile materials used on the project. All toilets and pantries to receive waterproofing type W.Low modulus of elasticity and high mechanical strength .5 Commencement of installation shall indicate acceptance of the work of other Section.1.1 INSPECTION AND PREPARATION 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.EXECUTION 3.1. and insensitive to jet steam cleaning . bearing and retaining of structural members which will adversely affect the installation and permanency of the work of this Section. PART 3 .3 Preparation of Walls: Where concrete block walls and concrete walls are to be finished with tile. Division 09 Section 093013 SF Page 8 of 11 Ceramic Tiling . 3. 3.N.2 INSTALLATION.Temperature shock resistant 2.P-1 U.1 Comply with the requirements of BS 5385 – wall and floor tile. deliver to the job site for storage as directed by Engineer. c. Mortar bedding walls mix cementious bedding materials thoroughly to a uniform consistence in a suitable forced action mechanical mixer.2 Check that there are no unintended colour/shade variations within the tiles for use in each area.3 SETTING-OUT 3.2.1 Tiles a. 3.5 Lay out tile work so that tiles less than 1/2 full size do not occur and with minimum of cutting.3. 3.3. b. 3.4 Unless specified otherwise fix tiles so that there is adhesion over the whole of the background/base and tile backs. Do not use a free fall type (tilting drum) mixer. Ensure joints in skirtings match and align with joints in floor tiling. Use mortar within two hours of mixing at normal temperatures.4.4 Before laying tiles obtain approval of setting out by Engineer. Division 09 Section 093013 SF Page 9 of 11 Ceramic Tiling . Do not use after the initial set has taken place and do not retemper.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Carefully grind edges of cut tile.2.2.2 Joints on walls to be truly horizontal. 3. 3.3 Joints in walls and floors to be in alignment. d. Thin Bed Adhesive-Walls: Apply floated coat of adhesive to dry background in areas of approximately 1 M2 and comb the surface with the recommended solid bed trowel. Tile Skirtings: Bed solid to wall (before laying floor tiles for skirtings). 3.4 INSTALLATION 3. UAE Title: DOCUMENT VOLUME 02. regular appearance to tiles and joints when viewed under final lighting conditions. For ceramic tiles of all sizes: 2 mm.3. DUBAI. Use the minimum amount of water necessary to give required workability.6 Joint widths: a. Thoroughly mix variegated tiles.3.1 Joints to be true to line. continuous and without steps. The joint width shall be determined according to manufacturer’s recommendation and the material used for grouting. Provide symmetry about center lines of the space or areas and adjust to minimize tile cutting.3 Check that adhesive is compatible with background/base.5 Before bedding material sets make adjustments necessary to give true. 3.3.2. 3. 3. 3. vertical and in alignment round corners. b.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Ensure cut tiles are in corners and are equal on each wall face.3. surfaces soiled or otherwise damaged in connection with the work of this Section. 3. DUBAI.4 Remove mortar and alkali wash-offs on surfaces as work progresses. Force grout and fill joints completely to entire depth. f. e. tool to an approved profile. clean off surface and leave free from blemishes. Thick Bed Adhesive .5 CLEANING 3.01 GENERAL SPECIFICATIONS ARCHITECTURE Apply thin even coat of adhesive to backs of dry tiles. b. 3.5. Polish wall tiling with a dry cloth when joints are hard. and are free from dust and debris. Pay the cost of replacing finishes or materials that cannot be satisfactorily cleaned or which have been damaged by improper cleaning materials and techniques. Ensure that joints are 6 mm deep (or the depth of the tile if less). Control Joints: Provide Control Joints 6mm minimum width in large tile areas at a maximum of 4. Allow bedding material to harden sufficiently before grouting. Press tiles onto bedding with twisting/sliding action to give finished bed thickness within the range recommended by the manufacturer. Fill any keys and apply thin even coat of adhesive over the entire back of each tile. The use of wire brushes or acids shall not be permitted. UAE Title: DOCUMENT VOLUME 02.2 Grouting a.5. strainers and drains.Floors: Apply floated coat of adhesive to dry base and comb the surface with the recommended solid bed trowel. clean tile with stiff fibre brushes and water in accordance with the Marble Institute of America written recommendations. 3. c. Division 09 Section 093013 SF Page 10 of 11 Ceramic Tiling .3 Clean and make good to the approval of Engineer. Do not saw-cut joints after installing tiles. e. 3.1 Keep installed work clean as work progresses. Flush down at completion.5. If discolouration occurs apply a protective sealer to the tiles and repeat the trial. Press tiles onto bedding with twisting/sliding action to give finished bed thickness of not more than 3 mm.2 After grouting and pointing.4. Tile floors shall finish flush with the gratings.5m in each direction and at the perimeter walls.5. Press tiles onto bedding with twisting/sliding action to give finished bed thickness within the range recommended by the manufacturer. 3. d. f.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Thick Bed Adhesive-Walls: Apply floated coat of adhesive to dry background and comb the surface with the recommended solid bed trowel. Coloured Grout: Check the potential risk of staining by applying the grout to a few tiles in a small trial area. Fill any keys and apply thin even coat of adhesive over the entire back of each tile. 7 CURING Water shall not be allowed on new tilling until bedding and grouting have completely set. 3. equipment and excess material resulting from the work of this Section from the site. END OF SECTION 093013 Division 09 Section 093013 SF Page 11 of 11 Ceramic Tiling .8 PROTECTION Provide tile protection wherever required. Follow sealer finish manufacturer's printed instructions.01 GENERAL SPECIFICATIONS ARCHITECTURE 3.6. Completely close grouted tile floors to traffic for 24 hours after installation.1 Apply two coats of sealer finish to flooring and stairs.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3.5. material likely to stain or deface tile shall not be used.6 FINISHING 3. UAE Title: DOCUMENT VOLUME 02. Thereafter permit traffic on ceramic tile floors only over protective covering of cardboard or equivalent. DUBAI. 3. remove all debris.5. Tiled surfaces shall be kept moist for a period of five (5) days to adequately cure the cement mortar. 3.6 Close grouted tile floors to traffic for 24 hours after installation.5 Upon completion of the work of this Section. …………………………………………………………… PREINSTALLATION MEETING…………………………………………………………………… ACTION SUBMITTALS.………….6 GENERAL………………………………………………………………………………………… SUMMARY………….4 1.4 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… ACOUSTICAL PANEL CEILING.……………………………….1 2.0 3.3 2. UAE Title: DOCUMENT VOLUME 02. DUBAI.5 1.………………………….……………….. INFORMATIONAL SUBMITTALS…………………….………………………………. GENERAL….1 1.2 2. CLOSEOUT SUBMITTALS……………. QUALITY ASSURANCE……………... INSTALLATION…………………………………………………………………………………… 4 4 Division 09 Section 095113 SF Page 1 of 4 Accoustic Panel Ceilings .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. METAL SUSPENSION SYSTEM.………………………………………………………………………….0 2.1 EXECUTION……………………………………………………………………………………. 3 3 3 3 4 3..…………………………………………………….……………………………………………………………………..2 1.………………………………………………… ACOUSTICAL PANELS…….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 095113 – ACOUSTICAL PANEL CEILINGS TABLE OF CONTENTS 1.0 1.3 1..…………………………… 2 2 2 2 2 2 2 2.…………………………………………. DUBAI. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. CLOSEOUT SUBMITTALS Maintenance data. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. B. Evaluation reports. Laboratory Test Reports for Credit EQ 4: For ceiling systems.6 A. B.GENERAL 1. ACTION SUBMITTALS Product Data: For each type of product. Field quality-control reports. QUALITY ASSURANCE Testing Agency Qualifications: Qualified according to NVLAP.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 095113 – ACOUSTICAL PANEL CEILINGS PART 1 . Include statement indicating costs for each product having recycled content. C. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at [Project site] 1. LEED/EHS Submittals: 1. 1. UAE Title: DOCUMENT VOLUME 02.2 A. 1. Product Data for Credit MR 4: For products having recycled content. B.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C.1 A. SUMMARY Section includes acoustical panels and exposed suspension systems for ceilings. INFORMATIONAL SUBMITTALS Product test reports. 1. Build mockup of typical ceiling area as shown on Drawings.4 A." Samples: For each exposed product and for each color and texture specified. 1. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 1.5 A. 2.3 A. Division 09 Section 095113 SF Page 2 of 4 Accoustic Panel Ceilings . Flame-Spread Index: Comply with ASTM E 1264 for [Class A] materials. Smoke-Developed Index: [50] or less. CAC: <Insert CAC>. ACOUSTICAL PANELS Classification: <Insert type. E. Identify products with appropriate markings of applicable testing agency. F. D. PART 2 . E. DUBAI. B." B.PRODUCTS 2. GENERAL Low-Emitting Materials: Acoustical panel ceilings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Glass-Fiber-Based Panels: Made with binder containing no urea formaldehyde. F." unless otherwise indicated. C.2 A. Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than <10> percent. Color: [As selected from manufacturer's full range] C. 2. D.1 A. Attachment Devices: Size for five times the design load indicated in ASTM C 635.3 A. PERFORMANCE REQUIREMENTS Seismic Performance: Acoustical ceiling shall withstand the effects of earthquake motions determined according to [ASCE/SEI 7] B. 2. Comply with seismic design requirements. ACOUSTICAL PANEL CEILINGS. Type E-400 mounting according to ASTM E 795. NRC: <Insert NRC>. Table 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. UAE Title: DOCUMENT VOLUME 02. approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. "Direct Hung. 1. Metal Suspension System Standard: Comply with ASTM C 635. form. Acoustical Panel Standard: Comply with ASTM E 1264. and pattern>. Surface-Burning Characteristics: Comply with ASTM E 84. LR: <Insert LR>.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. AC: <Insert AC>. Subject to compliance with requirements. Division 09 Section 095113 SF Page 3 of 4 Accoustic Panel Ceilings . testing by a qualified testing agency. with prefinished 15-mm. Modular Size: [600 by 1200 mm] 2. Sheet-Metal Edge Moldings and Trim: Type and profile indicated or. Double-Web. UAE Title: DOCUMENT VOLUME 02. Face Design: [Flat. if not indicated.1 A. and comply with layout shown on reflected ceiling plans. or hot-dip galvanized according to ASTM A 653/A 653M. not less than Z90 coating designation. prepainted. according to manufacturer's written instructions and CISCA's "Ceiling Systems Handbook. flush] Cap Material: [Steel] cold-rolled sheet. End Condition of Cross Runners: [butt-edge] type. Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet.EXECUTION 3. Thickness: [38 mm] I. END OF SECTION 095113 Division 09 Section 095113 SF Page 4 of 4 Accoustic Panel Ceilings . and color as that used for exposed flanges of suspension-system runners. PART 3 . manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements. Structural Classification: [Intermediate] -duty system. B. Capped. electrolytically zinc coated. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. 2. formed from sheet metal of same material. INSTALLATION Install acoustical panel ceilings to comply with ASTM C 636/C 636M and seismic design requirements indicated. finish. Cap Finish: [Painted in color as selected from manufacturer's full range] Roll-Formed.wide metal caps on flanges. DUBAI.4 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. 1. Avoid using less-than-half-width panels at borders. 4." B. 1. 5.01 GENERAL SPECIFICATIONS ARCHITECTURE G. Edge/Joint Detail: [Flush reveal sized to fit flange of exposed suspension-system members] H. METAL SUSPENSION SYSTEM Narrow-Face. Arrange directionally patterned acoustical panels as indicated on reflected ceiling plans. 4 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… VINYL SHEET FLOORING WITH BACKING…………………………………………………… INSTALLATION MATERIALS.0 2.……………………………………………………………………... PERPARATION…………………………………………………………………………………… RESILIENT SHEET FLOORING INSTALLATION………………………………………………… CLEANING AND PROTECTION……………………………………………………………….3 GENERAL………………………………………………………………………………………… SUMMARY………….2 3.…………………………………………………………………………. CLOSEOUT SUBMITTALS…………….0 1.……………………………….…………..…………………………………………………………… ACTION SUBMITTALS.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 2.. 3 3 3 3 4 3.………………………….. METAL SUSPENSION SYSTEM.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096516 – RESILIENT SHEET FLOORING TABLE OF CONTENTS 1. 2 2 2 2 2.1 2.3 2.2 1.……………….…………………………………………………….0 3.1 1.3 EXECUTION……………………………………………………………………………………. 4 4 5 6 Division 09 Section 096516 SF Page 1 of 6 Resilient Sheet Flooring . DUBAI.1 3. UAE Title: DOCUMENT VOLUME 02. Product Data for Credit IEQ 4. 3. 1.GENERAL 1.3: For resilient sheet flooring. documentation from an independent testing agency indicating compliance with the FloorScore standard. edges. Show details of special patterns. Samples: For each exposed product and for each color and texture specified in manufacturer's standard size.2 A.1: For adhesives.3: For adhesives[ and chemical-bonding compounds]. 4. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. 5. documentation including printed statement of VOC content. CLOSEOUT SUBMITTALS Maintenance data. C. built-in furniture. LEED /EHS Submittals: 1. cabinets. B. and cutouts.3: For flooring system[ and chemical bonding compounds]. Laboratory Test Reports for Credit IEQ 4. 1. but not less than [150-by-230-mm] sections. locations of seams. Shop Drawings: For each type of flooring.1 A. manufacturer's standard-size Samples. Division 09 Section 096516 SF Page 2 of 6 Resilient Sheet Flooring . documentation including printed statement of VOC content.3 A. enclosing partitions." For heat-welding bead. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Product Data for Credit IEQ 4. 1. UAE Title: DOCUMENT VOLUME 02. D. DUBAI. 2. Include flooring layouts. Product Data for Credit IEQ 4.1: For adhesives[ and chemical-bonding compounds]. Laboratory Test Reports for Credit IEQ 4.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. doorways.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096516 – RESILIENT SHEET FLOORING PART 1 . of each color required. SUMMARY Section includes [vinyl] sheet flooring. columns. but not less than [230 mm] long. ACTION SUBMITTALS Product Data: For each type of product. Adhesives shall have a VOC content of [50] g/L or less. Adhesives shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Division 09 Section 096516 SF Page 3 of 6 Resilient Sheet Flooring .45 W/sq. Adhesives: Water-resistant type recommended by flooring and adhesive manufacturers to suit resilient sheet flooring and substrate conditions indicated. 4. Wear-Layer Thickness: Grade 1. Backing Class: [Class C (foamed plastic)]. 2.PRODUCTS 2. Wearing Surface: [Smooth] [Embossed] [Smooth with embedded abrasives] [Embossed with embedded abrasives]. Colors and Patterns: [As selected by Architect from full range of industry colors]. 1. 2. D. VINYL SHEET FLOORING WITH BACKING Product Standard: ASTM F 1303.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . 1. 3. FloorScore Compliance: Resilient sheet flooring shall comply with requirements of FloorScore certification. E. Critical Radiant Flux Classification: Class I. UAE Title: DOCUMENT VOLUME 02. as determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. 1. B. B.3 A. Overall Thickness: [As standard with manufacturer] Interlayer Material: [Foamed plastic]. INSTALLATION MATERIALS Trowelable Leveling and Patching Compounds: Latex-modified. portland cement based or blended hydraulic-cement-based formulation provided or approved by resilient sheet flooring manufacturer for applications indicated. Sheet Width: [As standard with manufacturer].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. minimum binder content of 90 percent]. not less than 0. Seamless-Installation Method: [Heat welded].2 A. 5. cm. C. Type (Binder Content): [Type I. PERFORMANCE REQUIREMENTS Fire-Test-Response Characteristics: For resilient sheet flooring. 2. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. DUBAI. B. C.1 A." 2. DUBAI. 2. 3. b. Bonding compound shall have a VOC content of 510 g/L or less. E. Cap Strip: [Tapered vinyl cap] provided or approved by resilient sheet flooring manufacturer. D. oil. Do not use solvents. a. 3. liquid floor-polish products recommended by resilient sheet flooring manufacturer.EXECUTION 3. B. Chemical-Bonding Compound: Manufacturer's product for chemically bonding seams. sealers. Concrete Substrates: Prepare according to ASTM F 710. Cove Strip: 25-mm radius provided or approved by resilient sheet flooring manufacturer.01 GENERAL SPECIFICATIONS ARCHITECTURE Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. UAE Title: DOCUMENT VOLUME 02. Color: [Match flooring]. Division 09 Section 096516 SF Page 4 of 6 Resilient Sheet Flooring . Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing.1 A. and hardeners. Bonding compound shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. 2. Floor Polish: Provide protective. Corners: Metal inside and outside corners and end stops provided or approved by resilient sheet flooring manufacturer. wax. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Verify that substrates are dry and free of curing compounds." Integral-Flash-Cove-Base Accessories: 1. Seamless-Installation Accessories: 1. Heat-Welding Bead: Manufacturer's solid-strand product for heat welding seams. but not less than 5 or more than [9] pH. a. PREPARATION Prepare substrates according to resilient sheet flooring manufacturer's written instructions to ensure adhesion of resilient sheet flooring. 2. PART 3 ." C. Alkalinity and Adhesion Testing: Perform tests recommended by resilient sheet flooring manufacturer. using mechanical methods recommended by resilient sheet flooring manufacturer. or silicone. 1. pipes. D. Division 09 Section 096516 SF Page 5 of 6 Resilient Sheet Flooring .01 GENERAL SPECIFICATIONS ARCHITECTURE 4. 2. Maintain overall continuity of color and pattern between pieces of flooring installed on covers and adjoining flooring. 4. Lay out resilient sheet flooring as follows: 1. holes.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. D. Proceed with installation only after substrates have a maximum [75] percent relative humidity level. B. Minimize number of seams. Immediately before installation. DUBAI. outlets.36 kg of water/92. door reveals. closets. place seams in inconspicuous and low-traffic areas. Match edges of flooring for color shading at seams. F. Install resilient sheet flooring on covers for telephone and electrical ducts and similar items in installation areas. sweep and vacuum clean substrates to be covered by resilient sheet flooring. E. G. m] in 24 hours. Extend resilient sheet flooring into toe spaces.9 sq. b. Moisture Testing: Proceed with installation only after substrates pass testing according to resilient sheet flooring manufacturer's written recommendations. and depressions in substrates with trowelable leveling and patching compound. E. RESILIENT SHEET FLOORING INSTALLATION Comply with manufacturer's written instructions for installing resilient sheet flooring. at least 152 mm away from parallel joints in flooring substrates. Scribe and cut resilient sheet flooring to butt neatly and tightly to vertical surfaces.2 A. UAE Title: DOCUMENT VOLUME 02. holes. permanent fixtures. Unroll resilient sheet flooring and allow it to stabilize before cutting and fitting. Maintain uniformity of flooring direction. 3. C. but not less stringent than the following: a. remove bumps and ridges to produce a uniform and smooth substrate. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of [1. and similar openings. and built-in furniture including cabinets. C. Perform anhydrous calcium chloride test according to ASTM F 1869. Perform relative humidity test using in situ probes according to ASTM F 2170. Use chalk or other nonpermanent marking device. and door frames. Maintain reference markers. Avoid cross seams. and openings that are in place or marked for future cutting by repeating on resilient sheet flooring as marked on substrates. Fill cracks. 3. Tightly adhere flooring edges to substrates that abut covers and to cover perimeters. Do not install resilient sheet flooring until it is the same temperature as the space where it is to be installed. CLEANING AND PROTECTION Comply with manufacturer's written instructions for cleaning and protecting resilient sheet flooring. 2. or excess bonding compound on flooring surfaces. Cover resilient sheet flooring until Substantial Completion. Butt at top against cap strip. voids. Seamless Installation: 1. END OF SECTION 096516 Division 09 Section 096516 SF Page 6 of 6 Resilient Sheet Flooring . Prepare seams and apply compound to produce tightly fitted seams without gaps. and other surface imperfections. B. Chemically Bonded Seams: Bond seams with chemical-bonding compound to permanently fuse sections into a seamless flooring. Install metal corners at inside and outside corners. C. J. adhesive. I. Adhere resilient sheet flooring to substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks. overlays. Apply [three] coat(s).3 A. telegraphing of adhesive spreader marks. and finish seams to produce surfaces flush with adjoining flooring surfaces. 1. DUBAI. 3. raising and puckering at joints. Support flooring at horizontal and vertical junction with cove strip.01 GENERAL SPECIFICATIONS ARCHITECTURE H. Floor Polish: Remove soil. Heat-Welded Seams: Comply with ASTM F 1516. UAE Title: DOCUMENT VOLUME 02. 1. weld. Prepare.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and blemishes from flooring surfaces before applying liquid floor polish. Integral-Flash-Cove Base: Cove resilient sheet flooring [152 mm] up vertical surfaces. Rout joints and heat weld with welding bead to permanently fuse sections into a seamless flooring. 4 4 4 5 Division 09 Section 096519 SF Page 1 of 5 Resilient Tile Flooring ... CLOSEOUT SUBMITTALS…………….0 1.…………………………………………………….1 2.………………………………………………………………………….1 1.1 3.0 3. 3 3 3 3 4 3.3 GENERAL………………………………………………………………………………………… SUMMARY………….………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096519 – RESILIENT TILE FLOORING TABLE OF CONTENTS 1.2 2.3 EXECUTION……………………………………………………………………………………. DUBAI..3 2..……………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.0 2.………………………….2 1.……………….…………………………………………………………… ACTION SUBMITTALS.2 3. PERPARATION…………………………………………………………………………………… RESILIENT SHEET FLOORING INSTALLATION………………………………………………… CLEANING AND PROTECTION……………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.………………………………. 2 2 2 2 2..4 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… VINYL SHEET FLOORING WITH BACKING…………………………………………………… INSTALLATION MATERIALS. METAL SUSPENSION SYSTEM. 5.3: For adhesives. SUMMARY Section Includes: 1. documentation including printed statement of VOC content.2 A. DUBAI. Laboratory Test Reports for Credit IEQ 4.3: For resilient tile flooring. Include floor tile layouts. B. and cutouts.1: For adhesives.1: For adhesives [and] [sealants]. Product Data for Credit IEQ 4. documentation including printed statement of VOC content. Laboratory Test Reports for Credit IEQ 4. D. CLOSEOUT SUBMITTALS Maintenance data. built-in furniture. edges. Samples: Full-size units of each color and pattern of floor tile required. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. ACTION SUBMITTALS Product Data: For each type of product. UAE Title: DOCUMENT VOLUME 02. cabinets. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096519 – RESILIENT TILE FLOORING PART 1 . documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Solid vinyl floor tile.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. documentation from an independent testing agency indicating compliance with the FloorScore standard. Show details of special patterns. 1.1 A. columns." Product Data for Credit IEQ 4. enclosing partitions.GENERAL 1. 1. 1. LEED /EHS Submittals: 1. Division 09 Section 096519 SF Page 2 of 5 Resilient Tile Flooring .3: For flooring system. 3. Product Data for Credit IEQ 4. doorways." Shop Drawings: For each type of floor tile. C.3 A. 4. 1 A. not less than 0. Critical Radiant Flux Classification: Class I. 1. PERFORMANCE REQUIREMENTS Fire-Test-Response Characteristics: For resilient tile flooring. 1.3 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. cm. DUBAI. Adhesives shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers.PRODUCTS 2. Adhesives: Water-resistant type recommended by floor tile and adhesive manufacturers to suit floor tile and substrate conditions indicated. Adhesives shall comply with the following limits for VOC content: a. Class: [Class I. B. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Size: [610 by 610 mm] D. UAE Title: DOCUMENT VOLUME 02. SOLID VINYL FLOOR TILE Tile Standard: ASTM F 1700. Colors and Patterns [As selected by Architect from full range of industry colors] 2. b. INSTALLATION MATERIALS Trowelable Leveling and Patching Compounds: Latex-modified. Thickness [3. Floor Score Compliance: Resilient tile flooring shall comply with requirements of FloorScore certification. 2. 1." 2. monolithic vinyl tile] Type: [A. smooth surface] B." Division 09 Section 096519 SF Page 3 of 5 Resilient Tile Flooring . C.2 A.45 W/sq.2 mm]. Vinyl Composition Tile Adhesives: 50 g/L or less. Rubber Floor Adhesives: 60 g/L or less. 2. B. C.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . portland cement based or blended hydraulic-cement-based formulation provided or approved by floor tile manufacturer for applications indicated. as determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. B. FLOOR TILE INSTALLATION Comply with manufacturer's written instructions for installing floor tile. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap. Perform anhydrous calcium chloride test according to ASTM F 1869. holes.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Access Flooring Panels: Remove protective film of oil or other coating using method recommended by access flooring manufacturer. wax. 3. PREPARATION Prepare substrates according to floor tile manufacturer's written instructions to ensure adhesion of resilient products.9 sq. and hardeners. Alkalinity and Adhesion Testing: Perform tests recommended by floor tile manufacturer. Proceed with installation only after substrates have a maximum [75] percent relative humidity level. Fill cracks. and depressions in substrates with trowelable leveling and patching compound.01 GENERAL SPECIFICATIONS ARCHITECTURE C. UAE Title: DOCUMENT VOLUME 02. using mechanical methods recommended by floor tile manufacturer. Do not install floor tiles until they are the same temperature as the space where they are to be installed. E. Do not use solvents. Verify that substrates are dry and free of curing compounds. Division 09 Section 096519 SF Page 4 of 5 Resilient Tile Flooring . remove bumps and ridges to produce a uniform and smooth substrate. sweep and vacuum clean substrates to be covered by resilient floor tile. but not less stringent than the following: a.36 kg of water/92.EXECUTION 3. C. 1.1 A. 4. b.2 A. Immediately before installation. DUBAI. Perform relative humidity test using in situ probes according to ASTM F 2170. or silicone. Concrete Substrates: Prepare according to ASTM F 710. oil. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of [1. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing. m] in 24 hours. sealers. Moisture Testing: Proceed with installation only after substrates pass testing according to floor tile manufacturer's written recommendations. F. PART 3 . liquid floor-polish products recommended by floor tile manufacturer. but not less than 5 or more than [9] pH. D. 3. Floor Polish: Provide protective. Use chalk or other nonpermanent marking device.3 A. Cover floor tile until Substantial Completion. UAE Title: DOCUMENT VOLUME 02. F. raising and puckering at joints. Scribe. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. discounting minor offsets. telegraphing of adhesive spreader marks. Extend floor tiles to center of door openings. holes. chipped. or deformed tiles. and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture. and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. G. and blemishes from floor tile surfaces before applying liquid floor polish. C. B. Lay tiles [in pattern of colors and sizes indicated]. H. Discard broken. building expansion-joint covers. DUBAI. Maintain overall continuity of color and pattern between pieces of tile installed on covers and adjoining tiles. Maintain reference markers. cracked.01 GENERAL SPECIFICATIONS ARCHITECTURE B. voids. Floor Polish: Remove soil. Lay out floor tiles from center marks established with principal walls. Apply [three] coat(s). 3. cabinets. CLEANING AND PROTECTION Comply with manufacturer's written instructions for cleaning and protecting floor tile. if so numbered. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks. so tiles at opposite edges of room are of equal width. 1. E. closets. outlets. pipes. C. 1. END OF SECTION 096519 Division 09 Section 096519 SF Page 5 of 5 Resilient Tile Flooring . adhesive. Tightly adhere tile edges to substrates that abut covers and to cover perimeters. and similar items in finished floor areas. and similar openings. Lay tiles [in pattern indicated] Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. 1. and door frames. door reveals. cut. and other surface imperfections. Install floor tiles on covers for telephone and electrical ducts. Extend floor tiles into toe spaces. ……………… 2 2 2 2 2 2.1 1.……………………………….2 1..3 3..3 1. GENERAL……………………………………………………………………… FLOOR TILE INSTALLATION…………………………………………………………………….…………..2 2..…………………………………………………………… ACTION SUBMITTALS.4 3. 3 3 4 4 5 3.…………………………………………………….3 2.…………………………….0 1. PROJECT CONDITION…………………………….6 EXECUTION…………………………………………………………………………………….……………………………………… CONDUCTIVE RESILIENT FLOOR COVERINGS……………………………………………….………………………………………… CLEANING AND PROTECTION…………………………….1 3.6 GENERAL………………………………………………………………………………………… SUMMARY…………. 5 5 6 6 7 7 7 Division 09 Section 096536 SF Page 1 of 8 Static Control Resilient Flooring . STORAGE AND HANDLING………………………………………………………. PERPARATION…………………………………………………………………………………… INSTALLATION.………………………………………………………………………….………………………………….5 3. DUBAI. INSTALLATION MATERIALS….4 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… STATIC-DISSIPATIVE RESILIENT FLOOR COVERING….1 2..………………. DELIVERY.0 3. INFORMAL SUBMITTALS…………….5 1..2 3.. UAE Title: DOCUMENT VOLUME 02.……………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.………………………….4 1. SHEET FLOOR COVERING INSTALLATION…………………………………………………… FIELD QUALITY CONTROL…………………………….…………………………..0 2. CLOSEOUT SUBMITTALS…………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096536 – STATIC-CONTROL RESILIENT FLOORING TABLE OF CONTENTS 1. 4.GENERAL 1.3: For static-control resilient flooring.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. Field quality-control reports. 3. [solid vinyl floor tile]. UAE Title: DOCUMENT VOLUME 02. LEED/EHS Submittals: 1.3 A. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. C. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Laboratory Test Reports for Credit IEQ 4.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096536 – STATIC-CONTROL RESILIENT FLOORING PART 1 . 1. DUBAI. Samples: For each type of static-control resilient flooring. 1." Shop Drawings: For each type of static-control resilient flooring. Division 09 Section 096536 SF Page 2 of 8 Static Control Resilient Flooring . CLOSEOUT SUBMITTALS Maintenance data. Laboratory Test Reports for Credit IEQ 4. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers.3: For static-control resilient flooring.1: For adhesives.4 A. B. 2. documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly. [solid vinyl floor tile] Conductive. 1. documentation including printed statement of VOC content.2 A." Product Data for Credit IEQ 4. INFORMATIONAL SUBMITTALS Product test reports.1 A. SUMMARY Section Includes: 1. Static-dissipative. Product Data for Credit IEQ 4. documentation from an independent testing agency indicating compliance with the FloorScore Standard. B.1: For adhesives. ACTION SUBMITTALS Product Data: For each type of product. 1. 1. B. b.5 A. PERFORMANCE REQUIREMENTS Static-Dissipative Properties: Provide static-control resilient flooring with static-control properties indicated as determined by testing identical products per test method indicated by an independent testing and inspecting agency. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. DUBAI. PROJECT CONDITIONS Maintain ambient temperatures within range recommended by manufacturer in spaces to receive static-control resilient flooring. 2. Static Decay: 5000 to zero V in less than [0. DELIVERY. D. including painting. Conductive Properties: Provide static-control resilient flooring with static-control properties indicated as determined by testing identical products per test method indicated by an independent testing and inspecting agency. Electrical Resistance: Test per [ASTM F 150 with 100-V applied voltage a. STORAGE AND HANDLING Store static-control resilient flooring and installation materials in dry spaces protected from the weather. UAE Title: DOCUMENT VOLUME 02. Division 09 Section 096536 SF Page 3 of 8 Static Control Resilient Flooring . Average greater than 1 megohm and less than or equal to 1000 megohms when installed floor coverings are tested surface to ground. Static Generation: Less than [300] V when tested per AATCC-134 at 20 percent relative humidity with conductive footwear. Electrical Resistance: Test per [ASTM F 150 with 500-V applied voltage] & [NFPA 99.25] seconds when tested per FED-STD101C/4046. Close spaces to traffic for 48 hours after static-control resilient flooring installation. 1. with ambient temperatures maintained within range recommended by manufacturer. PART 2 . recommended by manufacturer. Annex E]. Install static-control resilient flooring after other finishing operations.PRODUCTS 2. Average greater than 1 megohm and less than or equal to 1000 megohms when test specimens are tested surface to ground. Until Substantial Completion. C. have been completed.1.6 A. 1.1 A. Close spaces to traffic during static-control resilient flooring installation.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. maintain ambient temperatures within range B. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE a.1. 1. Size: [610 by 610 mm] Retain "Colors and Patterns" Subparagraph below if colors and patterns are not indicated in a separate schedule. DUBAI.0 mm.2 A. Solid Vinyl Floor Tile <see drawing>: ASTM F 1700.3 A. but not less than 2. Class I (monolithic). Size: [610 by 610 mm]. Thickness: In manufacturer's standard thickness. 3. Static Decay: 5000 to zero V in less than [0.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Solid Vinyl Floor Tile <see drawing>: ASTM F 1700. 1. Verify availability of low-emissivity products with manufacturers.45 W/sq.0 mm. not less than 0.000 ohms and less than 1 megohm when test specimens and installed floor coverings are tested surface to surface (point to point). Colors and Patterns: [As selected by Architect from full range of industry colors]. 2. Thickness: In manufacturer's standard thickness. b. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Division 09 Section 096536 SF Page 4 of 8 Static Control Resilient Flooring . 1. Static Generation: Less than [100] V when tested per AATCC-134 at 20 percent relative humidity with conductive footwear. C. cm. Type A (smooth surface). Average greater than 25. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. UAE Title: DOCUMENT VOLUME 02. FloorScore Compliance: Static-control resilient flooring shall comply with requirements of FloorScore certification. 2. 2. Colors and Patterns: [As selected by Architect from full range of industry colors].000 ohms with no single measurement less than 10. 3. CONDUCTIVE RESILIENT FLOOR COVERINGS Conductive.000 ohms when installed floor coverings are tested surface to ground." E. Several manufacturers also produce low-emissivity products that limit outgassing.01] seconds when tested per FED-STD101C/4046. 2. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Public Health's (formerly. revise products in "Products" Subparagraph above and product description in "Thickness" and "Size" subparagraphs below. D. Type A (smooth surface). but not less than 2. Average greater than 25. Class I (monolithic). Critical Radiant Flux Classification: Class I. If these products are required. 2. STATIC-DISSIPATIVE RESILIENT FLOOR COVERINGS Static-Dissipative. Cove Strip: 25-mm radius support strip provided or approved by manufacturer. Floor Polish: Provide protective. 2. Division 09 Section 096536 SF Page 5 of 8 Static Control Resilient Flooring . Adhesives shall comply with the testing and product requirements of the California Department of Public Health's (formerly. UAE Title: DOCUMENT VOLUME 02. Maintenance Floor Tiles: Special floor tiles inscribed "Conductive floor. 2.1 A. VCT and Asphalt Tile Adhesives: Not more than 50 g/L. static-control liquid floor polish products as recommended by floor-covering manufacturer.EXECUTION 3. 3." F. B.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. PART 3 . Concrete Substrates: Prepare according to ASTM F 710 and as recommended by manufacturer. Do not wax. Cap Strip: [Tapered vinyl cap] provided or approved by manufacturer. 1. Do not use solvents for cleaning substrates. Adhesives shall comply with the following limits for VOC content: a. type and size that maintains electrical continuity of floor-covering system to ground connection. DUBAI. type that maintains electrical continuity of floor-covering system to ground connection. Grounding Strips: Provided or approved by manufacturer. E. Rubber Floor Adhesives: Not more than 60 g/L. INSTALLATION MATERIALS Trowelable Leveling and Patching Compounds: Latex-modified portland cement or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated. Corners: Metal inside and outside corners and end stops provided or approved by floor-covering manufacturer. B.4 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Static-Control Adhesive: Provided or approved by manufacturer. D. C. PREPARATION Prepare substrates according to manufacturer's written instructions[ and with oversight by manufacturer's representative] to ensure adhesion of static-control resilient flooring and electrical continuity of floor-covering systems. b. Integral-Flash-Cove Base Accessories: 1. the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers. Access Flooring Panels: Remove protective film of oil or other coating using method recommended by access flooring manufacturer." C. Embed grounding strips in static-control adhesive. B. discounting minor offsets. Sweep and vacuum substrates to be covered by static-control resilient flooring immediately before installation. FLOOR-TILE INSTALLATION Comply with manufacturer's written instructions for installing floor tile. holes. and door frames. DUBAI.2 A. 1. Maintain reference markers. G. UAE Title: DOCUMENT VOLUME 02. and openings that are in place or marked for future cutting by repeating on static-control resilient flooring as marked on substrates. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE D. telegraphing of adhesive spreader marks. E. cut. and other surface imperfections. INSTALLATION. Move static-control resilient flooring and installation materials into spaces where they will be installed at least 48 hours in advance of installation. voids. Support static-control resilient flooring at horizontal and vertical junction with cove strip. Do not install static-control resilient flooring until it is same temperature as space where it is to be installed. nonstaining marking device. 3. GENERAL Install static-control resilient flooring according to manufacturer's written instructions[ and with oversight by manufacturer's representative]. C.3 A. so floor tiles at opposite edges of room are of equal width. and similar openings. D.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. F. Extend grounding strips beyond perimeter of static-control resilient floor-covering surfaces to ground connections. raising and puckering at joints. Integral-Flash-Cove Base: Cove static-control flooring [152 mm] up vertical surfaces. Extend static-control resilient flooring to center of door openings. Lay floor tiles [in pattern indicated] Division 09 Section 096536 SF Page 6 of 8 Static Control Resilient Flooring . Butt at top against cap strip. Use chalk or other nonpermanent. closets. and fit static-control resilient flooring to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture. Adjust as necessary to avoid using cut widths that equal less than one-half floor tile at perimeter. 1. Scribe. E. 1. Extend static-control resilient flooring into toe spaces. Lay out floor tiles from center marks established with principal walls. outlets. Adhere static-control resilient flooring to substrates using a full spread of static-control adhesive applied to substrate to produce a completed installation without open cracks. B. cabinets. door reveals. Install metal corners at inside and outside corners. pipes. install maintenance floor tile identifying conductive floor tile in locations approved by Architect. Prepare test and inspection reports. or deformed floor tiles. CLEANING AND PROTECTION Comply with manufacturer's written instructions for cleaning and protection of static-control resilient flooring.01 GENERAL SPECIFICATIONS ARCHITECTURE C. indentations. vinyl composition floor tiles [in pattern of colors and sizes indicated]. C. 3. Match floor tiles for color and pattern by selecting floor tiles from cartons in same sequence as manufactured and packaged if so numbered.6 A. chipped. 3. 4. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. SHEET FLOOR-COVERING INSTALLATION Comply with manufacturer's written instructions for installing sheet floor coverings. Unroll sheet floor coverings and allow them to stabilize before cutting and fitting. D. Protect static-control resilient flooring from mars. Lay static-dissipative. cracked. at least 152 mm away from parallel joints in floor-covering substrates. 3. 2. Lay out sheet floor coverings as follows: 1. UAE Title: DOCUMENT VOLUME 02. DUBAI. Static-control resilient flooring will be considered defective if it does not pass tests and inspections.4 A. and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Minimize number of seams and place them in inconspicuous and low-traffic areas. B. In each space where conductive. 2. solid vinyl floor tile is installed. Avoid cross seams. B. FIELD QUALITY CONTROL Testing: [Engage] a qualified testing agency to test electrical resistance of static-control resilient flooring for compliance with requirements. 1. Arrange for testing of static-control resilient flooring [before] [and] [after] performing floor polish procedures. marks. Match edges of floor coverings for color shading at seams.5 A. C. Discard broken. Arrange for testing after static-control adhesives have fully cured and static-control resilient flooring has stabilized to ambient conditions and after ground connections are completed. Maintain uniformity of sheet floor-covering direction. 3. Division 09 Section 096536 SF Page 7 of 8 Static Control Resilient Flooring . B. 01 GENERAL SPECIFICATIONS ARCHITECTURE C. END OF SECTION 096536 Division 09 Section 096536 SF Page 8 of 8 Static Control Resilient Flooring . UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Cover static-control resilient flooring until Substantial Completion. DUBAI. 3 1.…………………………………………………………… ACTION SUBMITTALS.2 EXECUTION…………………………………………………………………………………….4 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096900 – ACCESS FLOORING TABLE OF CONTENTS 1..……………………………….2 2.0 2. ACCESSORIES……………………………………………………………………………………. FABRICATION…………………………………………………………………………………….………………………….4 2. QUALITY ASSUIRANCE…………………………………………………………………………..1 2.5 2.1 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH...6 PRODUCTS……………………………………………………………………………………… PERFORMANCE REQUIREMENTS……………………………………………………………… FLOOR PANELS……………………………………….…. UAE Title: DOCUMENT VOLUME 02.…………………………..…………………………………………………….1 3.………….5 GENERAL………………………………………………………………………………………… SUMMARY…………. INFORMAL SUBMITTALS…………….0 1.. DUBAI.3 2...……………….2 1.…………………………………………………………………………. MAINTENANCE MATERIALS SUBMITTAL…………………………. 3 3 4 4 5 5 5 3.……………………………………… UNDERSTRUCTURE………………………………………………………………………………. INSTALLATION…………………………………………………………………………………… 7 7 6 Division 09 Section 096900 SF Page 1 of 8 Access Flooring . FLOOR PANEL COVERING…. PREPARATION…………………………………………………………………………………….0 3. 2 2 2 2 3 3 2. documentation including printed statement of VOC content. ACTION SUBMITTALS Product Data: For each type of product. details. UAE Title: DOCUMENT VOLUME 02. 4. SUMMARY Section Includes: 1. 2. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 096900 – ACCESS FLOORING PART 1 . B. documentation including printed statement of VOC content. Product Data for Credit IEQ 4." C. Division 09 Section 096900 SF Page 2 of 8 Access Flooring . 3.3: For pedestal-installation adhesives. Seismic Design Calculations: For seismic design of access-flooring systems including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. documentation indicating that product contains no urea formaldehyde. 5. 1. B. and relationship to adjoining Work. wood-core panels]. D. Product Data for Credit IEQ 4. INFORMATIONAL SUBMITTALS Product test reports. Product Data for Credit IEQ 4. Samples: For each type of product and exposed finish. LEED/EHS Submittals: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4: For particleboard used in steel-encapsulated. DUBAI. sections. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.1 A. woodcore panels. Product Data for Credit IEQ 4. Shop Drawings: Include layout. Access-flooring panels and understructure. 1.2 A.3 A.3: For floor panel coverings. documentation from an independent testing agency indicating compliance with the FloorScore Standard. Laboratory Test Reports for Credit IEQ 4: For [access-flooring system with integral finishes] [pedestal-installation adhesives] [and] [particleboard used in steelencapsulated.1: For pedestal-installation adhesives. Floor panel coverings.GENERAL 1. 3. 6. 2. 4. 1.25 mm.25 mm. 2. 3.02 mm.54 mm. 1. a. Permanent Set: 0. Ultimate Loads: 8896 N Rolling Loads: With local or overall deformation not to exceed 1.PRODUCTS 2. Build mockup of typical access-flooring assembly as shown on Drawings. PART 2 .1 A. Stringers: 10%. PERFORMANCE REQUIREMENTS Seismic Performance: Access flooring shall withstand the effects of earthquake motions determined according to [ASCE/SEI 7] B. 3. QUALITY ASSURANCE Mockups: Build mockups to verify selections made under Sample submittals to demonstrate aesthetic effects and to set quality standards for materials and execution.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 09 Section 096900 SF Page 3 of 8 Access Flooring . 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 1.000 passes at [4448 N] Stringer Load Test: [1001 N] at center of span with a permanent set not to exceed 0. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Structural Performance: According to testing procedures in CISCA's "Recommended Test Procedures for Access Floors": 1.5 A.4 A. 5. DUBAI. Subject to compliance with requirements. b. CISCA Wheel 1: 10 passes at [4448 N]. approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. b. CISCA Wheel 2: 10. Concentrated Loads: [4448 N] with the following deflection and permanent set: a. Flooring Panels: 10% Pedestals: 10%. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. Top-Surface Deflection: 2. 2. Size to be an area no fewer than [five] floor panels in length by [five] floor panels in width. UAE Title: DOCUMENT VOLUME 02. Pedestal Axial Load Test: [22 240 N] Pedestal Overturning Moment Test: [113 N x meters]. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 2. D. Base: Square or circular base with not less than [103 sq. made of steel. Identify products with appropriate markings of applicable testing agency. B. Surface-Burning Characteristics: Comply with ASTM E 84.5 kg]. column with provisions for height adjustment.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UNDERSTRUCTURE Pedestals: Assembly consisting of base." 2.02 mm and a permanent set not to exceed 0. UAE Title: DOCUMENT VOLUME 02. LEED-CI. Drop Impact Load Test: [45.01 GENERAL SPECIFICATIONS ARCHITECTURE 7.2 A.3 A.0 kPa] with a maximum top surface deflection not to exceed 1. bottomsheet edge or with perimeter steel channel welded to top sheet and welded or bonded to bottom sheet. Fire Performance: 1.thick particleboard core[. testing by a qualified testing agency. 2. Provide core edges enclosed with upturned. and with a flame-spread index of 25 or less according to ASTM E 84. FLOOR PANELS Floor Panels. 2. die-formed. Retain second option if required for LEED for Schools Credit IEQ 4. Division 09 Section 096900 SF Page 4 of 8 Access Flooring . 2. If retaining "Wood-Core Steel Panels" Paragraph below and low-emitting materials are required for LEED-NC. 1. retain first option after verifying availability of panels that comply with requirement.25 mm. that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 1. or LEED-CS Credit IEQ 4. Wood-Core Steel Panels: Fabricated with 25-mm.4. a. C. General: Provide modular panels interchangeable with other field panels without disturbing adjacent panels or understructure. b. Flame-Spread Index: [25] or less. made without urea formaldehyde][."] laminated to top and bottom steel face sheets. Size: Nominal [610 by 610 mm] Attachment to Understructure: [Bolted]. Combustion Characteristics: ASTM E 136. cm] of bearing area. 8. Smoke-Developed Index: [50] or less. Uniform Load Test: [12. Provide pedestals designed for use in seismic applications. DUBAI. with metal surfaces protected against corrosion by manufacturer's standard factory-applied finish. and head (cap). Division 09 Section 096900 SF Page 5 of 8 Access Flooring . Squareness: Plus or minus 0.000 megohms when installed floor coverings are surface-to-ground tested according to NFPA 99. Shape. B. 2. Colors. and Patterns: [As selected by Architect from manufacturer's full range]. FLOOR PANEL COVERINGS FloorScore Compliance: Floor panel coverings shall comply with requirements of FloorScore Standard. Provide vibration-proof leveling mechanism for making and holding fine adjustments in height over a range of not less than 12 inches (300mm) Head: Designed to support the panel system indicated. Where indicated. High-Wear type. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Electrical Resistance: Average no less than 1 megohm and no more than 20. 1. 4. 1. 3. Column: Of height required to bring finished floor to elevations indicated. Provide sound-deadening pads or gaskets at contact points between heads and panels.5 A. Stringer Systems: Modular steel stringer systems designed to bolt to pedestal heads with manufacturer's standard galvanized or corrosion-resistant paint finish. Size. and maintain panel alignment and position. fit cutouts with manufacturer's standard grommets.] ACCESSORIES Adhesives: Manufacturer's standard adhesive for bonding pedestal bases to subfloor. Size: Plus or minus 0. Cutouts: Fabricate cutouts in floor panels for cable penetrations and service outlets. Weld to base plate.4 A. FABRICATION Fabrication Tolerances: 1. 1.6 A. seal off the underfloor cavity from above. NEMA LD 3. DUBAI. to make panels with cutouts comply with structural performance requirements. 2. Textures. fabricated in one piece to cover each panel face with [integral trim] edging. High-Pressure Plastic Laminate: Factory applied. [Grade HDH]. if needed.50 mm of required size. a. 5. B. 2. Number. 2. measured on a diagonal on top of panel.38 mm between diagonal measurements across top of panel.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. UAE Title: DOCUMENT VOLUME 02. B. Provide reinforcement or additional support. and Location: [As indicated. Flatness: Plus or minus 0.89 mm. Continuous Gaskets: At contact surfaces between panel and stringers to deaden sound. Cavity Dividers: Provide manufacturer's standard metal dividers located where indicated to divide underfloor cavities. Number of Receptacles for Outlet: [Four] Wiring Method: [Factory wired]. 2. 125 V. for power. Division 09 Section 096900 SF Page 6 of 8 Access Flooring . Configuration 5-20R unless otherwise indicated. two-pole.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. trim ring. F. formed from [aluminum] [polycarbonate plastic] to produce a removable one-piece unit complete with diffuser. a. and complying with the following requirements: 1. UAE Title: DOCUMENT VOLUME 02. Location: In center of panel quadrant unless otherwise indicated. Structural Performance: Capable of supporting a 4448-N concentrated load. 4. 2. Subpart D (EPA Method 24). Receptacles and Wiring: Electrical receptacles and wiring for service outlets are specified elsewhere. Floor Grilles: Standard load-bearing grilles formed from [aluminum] to produce removable one-piece unit precisely fitted in factory-prepared openings of standard field panels. Air-Distribution Characteristics: 221 L/s at 25-Pa static pressure. 3. three-wire grounding. Structural Performance: Cover capable of supporting a [1334-N] [3559-N] [4448-N] concentrated load. provide metal-closure plates with [manufacturer's standard finish]. and underfloor compression mounting ring: 1. dirt and dust receptacle. Closures: Where underfloor cavity is not enclosed by abutting walls or other construction. Plenum-Wall Brush Grommets: Self-sealing cable brush grommet with [102-by-330-mm rectangular] usable area for passage of power and signal cables through plenum walls. b. 2. E. C. Cover and Box Type: [Hinged polycarbonate cover with opening for passage of cables when cover is closed and including frame and steel box or formed-steel plate for mounting electrical receptacles]. Adhesive shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. NEMA WD 6. communication. for recessed mounting flush with top of floor panels. Adhesive shall have a VOC content of 70 g/L or less when calculated according to 40 CFR 59. [with adjustable/removable] dampers: 1. Receptacles and Wiring: Heavy-duty duplex. [203 mm] in diameter. and signal services. DUBAI. D. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Occupant Adjustable Diffusers: Manufacturer's standard round diffusers. 20 A. G. manually adjustable flow regulator. 5." Service Outlets: Standard UL-listed and -labeled assemblies. Air-Distribution Characteristics: [47 L/s] at [24-Pa] static pressure and a maximum noise criterion rating of [15] Structural Performance: Capable of supporting a [2669-N] concentrated load. B. plates.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. wall and floor flanges. to provide full bearing of pedestal base on subfloor. seal cut edges of steel-encapsulated.2 A. PREPARATION Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. dirt. DUBAI.EXECUTION 3. B. C. and anchorages where required. end caps. posts. brackets. Adhesive Attachment of Pedestals: Set pedestals in adhesive. wood-core panels with sealer recommended in writing by panel manufacturer. and squeaks. Apply nonslip aluminum nosings to treads unless otherwise indicated. Avoid using panels cut to less than 152 mm. and of same materials. with raised-disc or textured rubber or vinyl-tile floor coverings. Provide railings that comply with structural performance requirements specified in [Section 055213 "Pipe and Tube Railings. 3. Division 09 Section 096900 SF Page 7 of 8 Access Flooring . performance. wall returns. PART 3 . J. properly seated with panel edges flush. intermediate rails. and construction requirements as access flooring. B. Railings: Standard extruded-aluminum railings at ramps and open-sided perimeter of access flooring where indicated. K. Ramps: Not steeper than 1:12.01 GENERAL SPECIFICATIONS ARCHITECTURE H. and vacuum subfloor to remove dust. C. D. Steps: Size and arrangement indicated with floor coverings to match access flooring. Install flooring panels securely in place."] Panel Lifting Device: Panel manufacturer's standard portable lifting device for each type of panel required[ for each computer room]. firm installation that complies with performance requirements and is free of instability. INSTALLATION Install access-flooring system and accessories under supervision of access-flooring manufacturer's authorized representative to produce a rigid. complete any necessary subfloor preparation. I. Locate each pedestal. Proceed with installation only after unsatisfactory conditions have been corrected. Scribe perimeter panels to provide a close fit with adjoining construction with no voids greater than 3 mm where panels abut vertical surfaces. rattles. Do not force panels into place.1 A. UAE Title: DOCUMENT VOLUME 02. according to access-flooring manufacturer's written instructions. Include handrail. To prevent dusting. 1. and construction debris before beginning installation. Lay out floor panel installation to keep the number of cut panels at floor perimeter to a minimum. 1. rocking. Plus or minus [3 mm] from a level plane over entire access-flooring area. Clean dust. Cut and trim access flooring and perform other dirt-or-debris-producing activities at a remote location or as required to prevent contamination of subfloor under already-installed access flooring. K. and perimeter to control air leakage. penetrations. Replace access-flooring panels that are stained. Not more than 10 ohms as measured without floor coverings. and construction debris caused by floor installation. DUBAI. and seal with mastic. Grounded Flooring Access Panel Systems: Ground flooring system as recommended by manufacturer and as needed to comply with performance requirements for electrical resistance of floor coverings.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Install access flooring without change in elevation between adjacent panels and within the following tolerances: 1. G. Prohibit traffic on access flooring for 24 hours and removal of floor panels for [72] hours after installation to allow pedestal adhesive to set. I. according to manufacturer's written instructions. scratched. Seal underfloor air cavities at construction seams. END OF SECTION 096900 Division 09 Section 096900 SF Page 8 of 8 Access Flooring . 2. Plus or minus [1. and vacuum subfloor area as installation of floor panels proceeds. L.5 mm] in any 3-m distance. Scribe and install [underfloor-cavity dividers] [and] [closures] to closely fit against subfloor and other adjacent surfaces. J. H. UAE Title: DOCUMENT VOLUME 02. F.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or otherwise damaged or that do not comply with specified requirements. dirt. .6 2.……………….…………………………………. PRIMER / SEALERS………...10 2.……………………….4 3.……………………………. 6 6 6 6 6 7 Division 09 Section 099113 SF Page 1 of 14 Exterior Painting . 3 3 3 4 4 4 4 4 5 5 5 5 3.……………………………………… BLOCK FILLERS…………………………………………………………………………………….9 2.3 3.5 EXECUTION…………………………………………………………………………………….2 2.0 2.…. SOLVENT BASED PAINTS……………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099113 – EXTERIOR PAINTING TABLE OF CONTENTS 1.2 1. WOOD PRIMERS.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. WATER BASED PAINTS…………………………………………………………………………. EXAMINATION.8 2.…………. ACTION SUBMITTALS…………….………………………………………………………………………………. TEXTURED AND HIGH-BUILD COATINGS…………………………………………………….0 1...1 1.………………………….. EXTERIOR PAINTING SCHEDULE……………………………………………………………….11 PRODUCTS……………………………………………………………………………………… MANUFACTURERS………………. CLEANING AND PROTECTION………………………………………………………………. GENERAL…. QUALITY ASSUIRANCE…………………………………………………………………………. MAINTENANCE MATERIALS SUBMITTALS.………………………………………………………………………….5 2.1 2. 2 2 2 2 3 3 2..3 2.0 3.1 3.. METAL PRIMERS………………………………………………………………………………….4 1.4 2.7 2.………………………………. DUBAI.……………………………………………………………… PAINT...…………………………………………………………… DEFINITIONS………….2 3. UAE Title: DOCUMENT VOLUME 02. ALUMINUM PAINTS……………………………………………………………………………… FLOOR COATINGS………………………………………………………………………………....…………………………………………………….………………………………………………………………………………….3 1.….5 GENERAL………………………………………………………………………………………… SUMMARY…………. PREPARATION…………………………………………………………………………………… APPLICATION……………………………………………………………………………………. 8. D. Aluminum (not anodized or otherwise coated). 1. E. LEED/EHS Submittals: Division 09 Section 099113 SF Page 2 of 14 Exterior Painting . DEFINITIONS Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees. Plastic trim fabrications. 4. 3. Stainless-steel flashing. Include preparation requirements and application instructions. Galvanized metal. according to ASTM D 523. according to ASTM D 523. Wood. Include printout of current "MPI Approved Products List" for each product category specified. Exterior portland cement plaster (stucco). Gloss Level 6: 70 to 85 units at 60 degrees. according to ASTM D 523. Concrete masonry units (CMU). according to ASTM D 523. B. 10. D.1 A. C.2 A. 5. Gloss Level 7: More than 85 units at 60 degrees. F. 9. ACTION SUBMITTALS Product Data: For each type of product. Exterior gypsum board. according to ASTM D 523. with the proposed product highlighted.] [the following exterior substrates:] 1.GENERAL 1. SUMMARY Section includes surface preparation and the application of paint systems on [exterior substrates. Samples: For each type of paint system and each color and gloss of topcoat.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Steel. 1.3 A. DUBAI. 6. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099113 – EXTERIOR PAINTING PART 1 . C. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees. B. according to ASTM D 523. Product List: For each product indicated. 2. 7. Gloss Level 5: 35 to 70 units at 60 degrees. Concrete. 1. 1. a. Laboratory Test Reports for Credit EQ 4: For paints and coatings.1 A. GENERAL MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List. from the same product run.8 L] of each material and color applied. Final approval of color selections will be based on mockups." B. [available products that may be incorporated into the Work include. UAE Title: DOCUMENT VOLUME 02.2 A. but not less than [3. Other Items: Architect will designate items or areas required. b.] that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. documentation indicating that they meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.2: For paints and coatings. MANUFACTURERS Products: Subject to compliance with requirements. m.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. 1.5 A." Paint: [5] percent. PAINT. 2.4 A. Product Data for Credit EQ 4. If preliminary color selections are not approved. a. including printed statement of VOC content. PART 2 . 2. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials[.PRODUCTS 2. Material Compatibility: Division 09 Section 099113 SF Page 3 of 14 Exterior Painting . DUBAI. apply additional mockups of additional colors selected by Architect at no added cost to Owner. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. QUALITY ASSURANCE Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3. but are not limited to products] listed in other Part 2 articles for the paint category indicated. Vertical and Horizontal Surfaces: Provide samples of at least 9 sq. 2. Colors: [As selected by Architect from manufacturer's full range].] C.] C. under conditions of service and application as demonstrated by manufacturer. Primer.] B. DUBAI.] 2.5 A. Solvent Based:[ MPI #69. BLOCK FILLERS Block Filler. Exterior Flat (Gloss Level 1):[ MPI #10. Primer. Exterior Semi-Gloss (Gloss Level 5):[ MPI #11. UAE Title: DOCUMENT VOLUME 02. Water Based:[ MPI #134.3 A. Primer. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Primer. C. Primer. Alkyd. D.6 A. 2.] Division 09 Section 099113 SF Page 4 of 14 Exterior Painting . Water Based:[ MPI #17. VOC Content: Provide materials that comply with VOC limits of authorities having jurisdiction. Primer.] B.] Latex. Alkali Resistant. Oil for Exterior Wood:[ MPI #7. Anti-Corrosive for Metal:[ MPI #79.] C. Alkyd for Exterior Wood:[ MPI #5. Galvanized. Galvanized: As recommended in writing by topcoat manufacturer. Bonding.4 A. B. Interior/Exterior:[ MPI #4. for Aluminum:[ MPI #95. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for exterior use in paint system indicated.] 2. METAL PRIMERS Primer. for Metal:[ MPI #76.] 2. WATER-BASED PAINTS Latex. Quick Dry. E. Quick Dry. Alkyd. Bonding.] D. Provide materials for use within each paint system that are compatible with one another and substrates indicated. based on testing and field experience. Latex for Exterior Wood:[ MPI #6. WOOD PRIMERS Primer. Primer. provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. Latex.] B. PRIMERS/SEALERS Primer. For each coat in a paint system. Water Based:[ MPI #3. Primer.7 A.] D. Exterior. Water Based. Exterior. Flat: As recommended in writing by topcoat manufacturer. Quick Dry. Latex.] B. Flat: As recommended in writing by topcoat manufacturer. Latex. Primer for Latex. Semi-Gloss (Gloss Level 5):[ MPI #81. High Build:[ MPI #40.8 A. Alkyd. Floor Enamel.] F. Exterior. High Build: As recommended in writing by topcoat manufacturer. Alkyd.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Gloss (Gloss Level 7):[ MPI #96. Low Gloss (Maximum Gloss Level 3):[ MPI #60.10 A. Quick Dry. Light Industrial Coating. Exterior. FLOOR COATINGS Sealer.] E. Intermediate Coat for Latex. Semi-Gloss (Gloss Level 5):[ MPI #94. Semi-Gloss (Gloss Level 5):[ MPI #163. Solvent Based. Latex. Exterior.9 A.] 2. Exterior Gloss (Gloss Level 6):[ MPI #9. Light Industrial Coating. Floor Paint. Latex. C. Gloss (Gloss Level 6):[ MPI #27. for Concrete Floors:[ MPI #104.] 2.] D. ALUMINUM PAINT Aluminum Paint:[ MPI #1.] C. Exterior. Gloss (Gloss Level 6):[ MPI #164. Light Industrial Coating. F. Water Based. Gloss (Gloss Level 6:[ MPI #119. Alkyd. Exterior. DUBAI.] C. Alkyd.] Division 09 Section 099113 SF Page 5 of 14 Exterior Painting . Water Based (Gloss Level 3):[ MPI #161. Exterior. Sealer.] D. Latex.11 A. E.] B. Water Based. TEXTURED AND HIGH-BUILD COATINGS Primer for Textured Coating.] E.] D.01 GENERAL SPECIFICATIONS ARCHITECTURE C. UAE Title: DOCUMENT VOLUME 02. SOLVENT-BASED PAINTS Alkyd. Textured Coating. Alkyd.] D. Flat:[ MPI #42. for Concrete Floors:[ MPI #99. Latex.] 2. Intermediate Coat for Textured Coating. High Build: As recommended in writing by topcoat manufacturer.] 2. B. Exterior Flat (Gloss Level 1):[ MPI #8. 1 A.3 A. B. Apply paints to produce surface films without cloudiness.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 09 Section 099113 SF Page 6 of 14 Exterior Painting .01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . DUBAI. APPLICATION Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual. for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 3. Concrete: 12 percent. including dust. Gypsum Board: 12 percent. 3. PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates and paint systems indicated. brush marks. grease. 2. including surface conditions and compatibility with existing finishes and primers. Correct damage to work of other trades by cleaning.2 A. 1." B. D. or other surface imperfections. sags. and leave in an undamaged condition. roller tracking. spotting. Cut in sharp lines and color breaks. ropiness. 1. CLEANING AND PROTECTION Protect work of other trades against damage from paint application. Masonry (Clay and CMU): 12 percent.4 A. 4. laps. holidays. with Applicator present. 5. Application of coating indicates acceptance of surfaces and conditions. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. EXAMINATION Examine substrates and conditions. 3. C. dirt. oil. repairing. B.EXECUTION 3. and refinishing. replacing. and incompatible paints and encapsulants. as approved by Architect. UAE Title: DOCUMENT VOLUME 02. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. 3. Wood: 15 percent. Clean substrates of substances that could impair bond of paints. Verify suitability of substrates. runs. Portland Cement Plaster: 12 percent. Proceed with coating application only after unsatisfactory conditions have been corrected. exterior. Topcoat: Latex. MPI #15]. MPI #60]. Topcoat: Latex. MPI #11]. c. latex.25 mm. Topcoat: Latex. 2. latex. Latex Aggregate System: a. MPI #15]. 3. matching topcoat. 3. Topcoat: Latex. b. exterior. c. low gloss (maximum Gloss Level 3)[. Topcoat: Latex. Concrete Substrates. exterior semi-gloss (Gloss Level 5)[. low sheen (Gloss Level 3-4)[. g. b. b. f. d. UAE Title: DOCUMENT VOLUME 02. Topcoat: Latex. MPI #10]. latex. 2. d. MPI #11]. EXTERIOR PAINTING SCHEDULE Concrete Substrates. e. Intermediate Coat: Latex. MPI #40]. water based[. MPI #119]. low gloss (maximum Gloss Level 3)[. Alkyd Floor Enamel System: Division 09 Section 099113 SF Page 7 of 14 Exterior Painting . a. Intermediate Coat: Floor paint. At completion of construction activities of other trades. MPI #60]. MPI #42]. touch up and restore damaged or defaced painted surfaces. matching topcoat. Intermediate Coat: As recommended in writing by topcoat manufacturer. high build[. Topcoat: Latex. exterior. Topcoat: Floor paint. 4. Intermediate Coat: Latex. e. Prime Coat: As recommended in writing by topcoat manufacturer. Topcoat: Latex. Latex Floor Paint System: a. exterior gloss (Gloss Level 6)[. Prime Coat: As recommended in writing by topcoat manufacturer. alkali resistant. High-Build Latex System: Dry film thickness not less than 0. MPI #3]. latex. Prime Coat: Floor paint. Nontraffic Surfaces: 1. c. DUBAI. Prime Coat: Primer. B. Topcoat: Textured coating. exterior. exterior flat (Gloss Level 1)[. exterior gloss (Gloss Level 6)[. b.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Topcoat: Latex. Latex System: a. Prime Coat: Latex. Traffic Surfaces: 1. latex. flat[. Prime Coat: Textured coating. MPI #10]. low gloss (maximum Gloss Level 3)[. low sheen (Gloss Level 3-4)[. MPI #42]. flat[. Intermediate Coat: As recommended in writing by topcoat manufacturer. exterior flat (Gloss Level 1)[.5 A. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #60]. exterior. MPI #119]. exterior semi-gloss (Gloss Level 5)[. Latex Aggregate/Latex System: a. c. f. matching topcoat. c. exterior. water based. e. MPI #104]. c. Prime Coat: Sealer. Topcoat: Latex. for concrete floors[. exterior. for concrete floors[. Topcoat: Latex. high build[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. c. exterior. b. c. D. b. matching topcoat. d. MPI #15]. alkyd. b. Intermediate Coat: Sealer. 3. b. High-Build Latex System: Dry film thickness not less than 0. MPI #99]. for concrete floors[. Water-Based Clear Sealer System: a. Latex Aggregate System: a. flat[. MPI #4]. gloss (Gloss Level 6)[. Intermediate Coat: As recommended in writing by topcoat manufacturer. d. exterior. DUBAI. MPI #42]. matching topcoat. d. Topcoat: Latex.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Additive: Manufacturer's standard additive to increase skid resistance of painted surface. 3. Intermediate Coat: Floor enamel. water based. solvent based. b. MPI #40]. for concrete floors[. latex. solvent based.25 mm. Latex System: a. matching topcoat. CMU Substrates: 1. a. MPI #27]. Topcoat: Sealer. gloss (Gloss Level 6)[. c. Topcoat: Floor enamel. Solvent-Based Clear Sealer System: a. for concrete floors[. Prime Coat: As recommended in writing by topcoat manufacturer. MPI #10]. MPI #15]. MPI #99]. Topcoat: Latex. f. MPI #27]. Prime Coat: As recommended in writing by topcoat manufacturer. Prime Coat: Block filler. Intermediate Coat: As recommended in writing by topcoat manufacturer. solvent based. latex. exterior. MPI #11]. Intermediate Coat: Latex. Clay-Masonry Substrates: 1. MPI #99]. gloss (Gloss Level 6)[. exterior flat (Gloss Level 1)[. exterior flat (Gloss Level 1)[. Topcoat: Latex. Prime Coat: Floor enamel. MPI #104]. exterior gloss (Gloss Level 6)[. interior/exterior[. Latex System: a. Division 09 Section 099113 SF Page 8 of 14 Exterior Painting . exterior. alkyd. water based. c. exterior. MPI #27]. c. 2. Prime Coat: Latex. b. MPI #119]. Prime Coat: Sealer. c. low sheen (Gloss Level 3-4)[. Intermediate Coat: Sealer. alkyd. Topcoat: Sealer. Topcoat: Textured coating. C. Topcoat: Latex. low sheen (Gloss Level 3-4)[. exterior semi-gloss (Gloss Level 5)[. Topcoat: Latex. 4. UAE Title: DOCUMENT VOLUME 02. for concrete floors[. MPI #104]. MPI #10]. Intermediate Coat: Latex. b. MPI #40]. b. MPI #11]. c. matching topcoat. exterior gloss (Gloss Level 6)[. anticorrosive for metal[. MPI #11]. c. gloss (Gloss Level 6)[. f. b. Topcoat: Alkyd. Topcoat: Latex. d. b. a. Topcoat: Textured coating. exterior. exterior. alkyd. exterior flat (Gloss Level 1)[. Topcoat: Light industrial coating. Intermediate Coat: Latex. exterior semi-gloss (Gloss Level 5)[. Intermediate Coat: Light industrial coating. MPI #163]. exterior. f. flat[. Topcoat: Light industrial coating. anti-corrosive for metal[. MPI #42]. b. Topcoat: Latex. alkyd. Topcoat: Latex. Intermediate Coat: Exterior alkyd enamel matching topcoat. MPI #15]. Intermediate Coat: As recommended in writing by topcoat manufacturer. MPI #79]. Steel Substrates: 1. Prime Coat: As recommended in writing by topcoat manufacturer. MPI #119]. c. Topcoat: Latex. latex. semi-gloss (Gloss Level 5)[. MPI #3].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. Topcoat: Latex. MPI #9]. e. e. flat (Gloss Level 1)[. Prime Coat: Primer. matching topcoat. Topcoat: Latex.01 GENERAL SPECIFICATIONS ARCHITECTURE e. water based[. exterior gloss (Gloss Level 6)[. exterior. Prime Coat: Shop primer specified in Section where substrate is specified. high build[. UAE Title: DOCUMENT VOLUME 02. MPI #79]. water based. Water-Based Light Industrial Coating System: a. water based. Topcoat: Light industrial coating.25 mm. Prime Coat: Shop primer specified in Section where substrate is specified. exterior semi-gloss (Gloss Level 5)[. 4. Latex Aggregate System: a. Prime Coat: Primer. Intermediate Coat: As recommended in writing by topcoat manufacturer. d. c. water based (Gloss Level 3)[. exterior. exterior. Alkyd System: a. Topcoat: Alkyd. Division 09 Section 099113 SF Page 9 of 14 Exterior Painting . exterior. DUBAI. 2. semi-gloss (Gloss Level 5)[. b. f. water based. MPI #164]. 3. c. MPI #10]. Topcoat: Alkyd. f. d. exterior. Topcoat: Latex. MPI #119]. High-Build Latex System: Dry film thickness not less than 0. exterior. MPI #94]. gloss (Gloss Level 6)[. Prime Coat: As recommended in writing by topcoat manufacturer. MPI #161]. low sheen (Gloss Level 3-4)[. MPI #8]. exterior. alkali resistant. Latex over Alkali-Resistant Primer System: a. Prime Coat: Primer. e. E. MPI #161]. g. quick dry. as recommended in writing by topcoat manufacturer for exterior use on galvanized-metal substrates with topcoat indicated]. matching topcoat. c. galvanized. galvanized metal[. 4. Topcoat: Alkyd. Galvanized-Metal Substrates: 1. Prime Coat: Primer. f. Prime Coat: Primer. MPI #134]. d. quick dry. MPI #164]. Topcoat: Light industrial coating. exterior flat (Gloss Level 1)[. water based. water based. c. exterior. c. d. quick dry. water based (Gloss Level 3)[. Latex System: a. Topcoat: Aluminum paint[. Prime Coat: Shop primer specified in Section where substrate is specified. Water-Based Light Industrial Coating System: a. Prime Coat: Primer. MPI #119]. MPI #76]. c. b. exterior gloss (Gloss Level 6)[. MPI #134]. matching topcoat. b. exterior. MPI #81]. DUBAI. Intermediate Coat: Alkyd. MPI #96]. Prime Coat: Primer. b. Topcoat: Alkyd. d. semi-gloss (Gloss Level 5)[. d. gloss (Gloss Level 6)[. Topcoat: Light industrial coating. MPI #79]. exterior. exterior. Alkyd System: a. alkyd. Topcoat: Latex. as recommended in writing by topcoat manufacturer for exterior use on galvanized-metal substrates with topcoat indicated]. MPI #1]. exterior. Topcoat: Latex. semi-gloss (Gloss Level 5)[. Topcoat: Light industrial coating. Prime Coat: Primer. e. MPI #163]. MPI #10]. galvanized. MPI #11]. quick dry. alkyd. water based[. anti-corrosive for metal[. exterior semi-gloss (Gloss Level 5)[. b. Prime Coat: Primer. UAE Title: DOCUMENT VOLUME 02. water based. F.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #15]. Division 09 Section 099113 SF Page 10 of 14 Exterior Painting . e. gloss (Gloss Level 7)[. f. for metal[. Intermediate Coat: Light industrial coating. low sheen (Gloss Level 3-4)[. galvanized metal[. Intermediate Coat: Aluminum paint[. MPI #1]. Topcoat: Latex. Intermediate Coat: Latex. 2. Aluminum Paint System: a. 3. exterior. as recommended in writing by topcoat manufacturer for exterior use on galvanized-metal substrates with topcoat indicated]. Topcoat: Latex.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Prime Coat: Primer. galvanized metal[. matching topcoat. Quick-Drying Enamel System: a. water based[. exterior. Topcoat: Alkyd. MPI #9]. exterior. Topcoat: Alkyd. semi-gloss (Gloss Level 5)[. MPI #9]. 2. Water-Based Light Industrial Coating System: Division 09 Section 099113 SF Page 11 of 14 Exterior Painting . gloss (Gloss Level 5)[. Prime Coat: Primer. exterior. low sheen (Gloss Level 3-4)[. MPI #10]. Topcoat: Light industrial coating. exterior. e. Topcoat: Light industrial coating. exterior. quick dry. Alkyd System: a. e. MPI #8]. b. exterior. Intermediate Coat: Latex. b. c. low sheen (Gloss Level 3-4)[. f. Prime Coat: Primer. flat (Gloss Level 5)[. Topcoat: Latex. MPI #15]. MPI #94]. exterior. Topcoat: Latex. for aluminum[. MPI #95]. matching topcoat. exterior flat (Gloss Level 1)[. exterior. Latex System: a. exterior gloss (Gloss Level 6)[. water based. Topcoat: Latex. DUBAI. exterior semi-gloss (Gloss Level 5)[. Topcoat: Alkyd. H. semi-gloss (Gloss Level 5)[. Intermediate Coat: Light industrial coating. Intermediate Coat: Exterior alkyd enamel matching topcoat. MPI #163]. MPI #11]. MPI #95]. quick dry. exterior. exterior gloss (Gloss Level 6)[. matching topcoat. Latex System: a. MPI #15].01 GENERAL SPECIFICATIONS ARCHITECTURE b. Prime Coat: Primer. 2. semi-gloss (Gloss Level 5)[. solvent based[. bonding. Topcoat: Latex. d. quick dry. Water-Based Light Industrial Coating System: a. MPI #161]. MPI #164]. b. b. MPI #94]. MPI #95]. Topcoat: Latex. Stainless-Steel Substrates: 1. 3. gloss (Gloss Level 5)[. for aluminum[. exterior. water based (Gloss Level 3)[. MPI #10]. MPI #8]. Topcoat: Alkyd. exterior semi-gloss (Gloss Level 5)[. G. Topcoat: Latex. e. Intermediate Coat: Exterior alkyd enamel matching topcoat. Intermediate Coat: Latex. water based. e. exterior. c. e. Topcoat: Alkyd.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. matching topcoat. Topcoat: Light industrial coating. for aluminum[. MPI #11]. exterior flat (Gloss Level 1)[. UAE Title: DOCUMENT VOLUME 02. MPI #69]. exterior. exterior. exterior. c. d. Topcoat: Latex. d. f. flat (Gloss Level 5)[. MPI #119]. water based. c. Prime Coat: Primer. d. gloss (Gloss Level 6)[. MPI #119]. Topcoat: Latex. Aluminum Substrates: 1. d. Topcoat: Alkyd. c. alkyd for exterior wood[. exterior gloss (Gloss Level 6)[. MPI #5]. Topcoat: Latex. matching topcoat. e. Topcoat: Alkyd. Prime Coat: Primer. Prime Coat: Primer. MPI #119]. c. water based (Gloss Level 3)[. exterior semi-gloss (Gloss Level 5)[. Topcoat: Latex. flat (Gloss Level 5)[. oil for exterior wood[. Intermediate Coat: Light industrial coating. exterior. MPI #9]. MPI #163]. d. Latex System: a. f. Topcoat: Light industrial coating. MPI #119]. MPI #161]. low sheen (Gloss Level 3-4)[. Prime Coat: Primer. b. MPI #15]. MPI #95]. Topcoat: Latex. semi-gloss (Gloss Level 5)[. latex for exterior wood[. alkyd for exterior wood[. c. exterior. d. exterior. Prime Coat: Primer. water based. exterior gloss (Gloss Level 6)[. quick dry. exterior. Traffic Surfaces: Including [lumber decking]. e. semi-gloss (Gloss Level 5)[. gloss (Gloss Level 5)[. for aluminum[. exterior. exterior semi-gloss (Gloss Level 5)[. exterior. MPI #6]. 3. MPI #94]. J. exterior. c. Latex System: a. exterior. Prime Coat: Primer. Topcoat: Latex. b. Topcoat: Light industrial coating. Topcoat: Latex. Division 09 Section 099113 SF Page 12 of 14 Exterior Painting . oil for exterior wood[. MPI #8]. f. MPI #7]. MPI #164]. water based. Intermediate Coat: Interior/exterior latex floor and porch (low gloss). Topcoat: Alkyd. b. exterior. exterior flat (Gloss Level 1)[.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Prime Coat: Primer. Intermediate Coat: Latex. MPI #10]. 1. MPI #10]. exterior. Topcoat: Alkyd. f. I. exterior flat (Gloss Level 1)[. Intermediate Coat: Latex. Latex over Alkyd Primer System: a. 2. d. low sheen (Gloss Level 3-4)[. 1. d. Prime Coat: Primer. g. c. Alkyd System: a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. e. MPI #5]. b. MPI #7]. MPI #11]. MPI #15]. Topcoat: Light industrial coating. MPI #11]. latex for exterior wood[. Topcoat: Latex. gloss (Gloss Level 6)[. DUBAI. matching topcoat. Wood Substrates. matching topcoat. Intermediate Coat: Exterior alkyd enamel matching topcoat. exterior. UAE Title: DOCUMENT VOLUME 02. water based. Topcoat: Latex. b. Topcoat: Latex. Wood Substrates: Including [wood trim] [architectural woodwork] [doors] [windows] [wood siding] [wood fences] [wood-based panel products] [glued-laminated construction] [exposed joists] [exposed beams] [wood shingles and shakes (excluding roofs)] <Insert description>. MPI #6]. e. Prime Coat: Latex. MPI #8].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Alkyd System: a. Prime Coat: Primer. c. Plastic Trim Fabrication Substrates: 1. Intermediate Coat: Latex. MPI #17]. 1) 2. L. MPI #15]. Topcoat: Interior/exterior latex floor and porch (low gloss). exterior. exterior. c. alkyd. d. Topcoat: Latex. MPI #27]. d. gloss (Gloss Level 6)[. c. MPI #27]. MPI #15]. Topcoat: Alkyd. Topcoat: Latex. Topcoat: Floor enamel. water based[. water based[. MPI #94]. matching topcoat. f.01 GENERAL SPECIFICATIONS ARCHITECTURE c. semi-gloss (Gloss Level 5)[. Prime Coat: Primer. DUBAI. exterior. Prime Coat: Floor enamel. d. Topcoat: Latex. bonding. MPI #9]. exterior. Intermediate Coat: Interior/exterior latex floor and porch (low gloss). Intermediate Coat: Latex. solvent based[. bonding. 2. b. exterior flat (Gloss Level 1)[. Latex over Alkyd Primer System: a. UAE Title: DOCUMENT VOLUME 02. MPI #5]. bonding. exterior gloss (Gloss Level 6)[. b. MPI #10]. MPI #10]. b. Intermediate Coat: Exterior alkyd enamel matching topcoat. Latex System: a. b. f. exterior flat (Gloss Level 1)[. flat (Gloss Level 5)[. MPI #11]. g. 1) 3. alkyd for exterior wood[. K. MPI #119]. Topcoat: Alkyd. exterior. MPI #27]. low sheen (Gloss Level 3-4)[. MPI #69]. Topcoat: Interior/exterior latex floor and porch (low gloss). e. d. With additive to increase skid resistance of painted surface. matching topcoat. low sheen (Gloss Level 3-4)[. bonding. exterior. Topcoat: Latex. MPI #17]. Alkyd Floor Enamel System: a. Latex System: a. gloss (Gloss Level 6)[. alkyd. gloss (Gloss Level 5)[. Prime Coat: Primer. c. Prime Coat: Primer. Topcoat: Latex. Additive: Manufacturer's standard additive to increase skid resistance of painted surface. matching topcoat. b. Topcoat: Alkyd. Intermediate Coat: Floor enamel. exterior. e. MPI #69]. Prime Coat: Primer. gloss (Gloss Level 6)[. Portland Cement Plaster Substrates: 1. solvent based[. c. With additive to increase skid resistance of painted surface. alkyd. exterior semi-gloss (Gloss Level 5)[. Division 09 Section 099113 SF Page 13 of 14 Exterior Painting . Topcoat: Latex. exterior. 01 GENERAL SPECIFICATIONS ARCHITECTURE e. Topcoat: Latex. exterior flat (Gloss Level 1)[. matching topcoat. c. Topcoat: Latex. f. Intermediate Coat: Latex. END OF SECTION 099113 Division 09 Section 099113 SF Page 14 of 14 Exterior Painting . Topcoat: Latex. Topcoat: Latex. d. Exterior Gypsum Board Substrates: 1. Topcoat: Latex. c. exterior semi-gloss (Gloss Level 5)[. high build[. DUBAI. matching topcoat. e. e. c. b. b. 2. MPI #15]. Topcoat: Latex. UAE Title: DOCUMENT VOLUME 02. exterior. water based[. Prime Coat: Latex. 3. exterior semi-gloss (Gloss Level 5)[. Topcoat: Latex. MPI #10]. exterior flat (Gloss Level 1)[. low sheen (Gloss Level 3-4)[. MPI #3]. matching topcoat. Topcoat: Latex. Intermediate Coat: Latex. MPI #119]. Latex System: a. exterior gloss (Gloss Level 6)[. MPI #119]. MPI #119]. M. exterior. f. exterior gloss (Gloss Level 6)[. MPI #10]. MPI #40]. a. Intermediate Coat: As recommended in writing by topcoat manufacturer. low sheen (Gloss Level 3-4)[. alkali resistant. MPI #11]. MPI #11]. exterior. MPI #15].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. f. exterior gloss (Gloss Level 6)[. exterior. Prime Coat: Primer.25 mm. Latex over Alkali-Resistant Primer System: a. b. exterior. exterior semi-gloss (Gloss Level 5)[. Topcoat: Latex. MPI #11]. Topcoat: Latex. Prime Coat: As recommended in writing by topcoat manufacturer. d. Topcoat: Latex. High-Build Latex System: Dry film thickness not less than 0. exterior. ……………….1 3.……………………………….4 GENERAL………………………………………………………………………………………… SUMMARY………….0 1.2 3.………………………….. PREPARATION…………………………………………………………………………………… APPLICATION……………………………………………………………………………………. QUALITY ASSUIRANCE………………………………………………………………………….………………………………………………………………………………….3 1..……………………………………………………………… 3 3 3.……………………………. UAE Title: DOCUMENT VOLUME 02.2 1.. MAINTENANCE MATERIALS SUBMITTALS.……………………….0 3.1 PRODUCTS……………………………………………………………………………………… MATERIALS……….. 4 4 4 4 Division 09 Section 099114 SF Page 1 of 5 Epoxy Paint .3 EXECUTION……………………………………………………………………………………. 2 2 2 2 2 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2..…………………………………………………………… ACTION SUBMITTALS……………. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099114 – EPOXY PAINT TABLE OF CONTENTS 1. INSPECTION…..1 1.………………. documentation indicating that they meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Samples: For each type of paint system and each color and gloss of topcoat.8 L] of each material and color applied. Include preparation requirements and application instructions. 1.3 A. B. Laboratory Test Reports for Credit EQ 4: For paints and coatings. 2. Division 09 Section 099114 SF Page 2 of 5 Epoxy Paint . 4. but not less than [ 3. 1. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials[. from the same product run. Steel.] that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. LEED/EHS Submittals: 1. SUMMARY Section includes surface preparation and the application of paint systems on [exterior substrates. with the proposed product highlighted.2 A. Include printout of current "MPI Approved Products List" for each product category specified. D. Galvanized metal.] [the following exterior substrates:] 1. QUALITY ASSURANCE Mockups: Apply mockups of each paint system indicated and each color selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Concrete masonry units (CMU). Product Data for Credit EQ 4.GENERAL 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099114 – EPOXY PAINT PART 1 . ACTION SUBMITTALS Product Data: For each type of product.1 A. Concrete. 1.2: For paints and coatings. 3. DUBAI. UAE Title: DOCUMENT VOLUME 02. Product List: For each product indicated. including printed statement of VOC content. 2. C." Paint: [5] percent. 1.4 A. 2.1 MATERIALS 1. apply additional mockups of additional colors selected by Architect at no added cost to Owner. All products shall be manufactured under BS EN ISO 9001 / ISO 14001 conditions and have a proven successful track record of use in similar applications under local ambient conditions. Architect will select one surface to represent surfaces and conditions for application of each paint system. It shall have the following properties: Property Test Method Solids content Result 100% Bond strength ASTM 4541 >2. epoxy resin coating. m.1% Chemical resistance ASTM D1308 Resistant to: Distilled water Sea water Sewage Petrol Xylene Sat. MEP ROOMS AND PLANT ROOMS The coating shall be a Two pack solvent free. a. a.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. (Glossy) The finished coating shall be pinhole free and have a total minimum dry film thickness of 400 microns.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Vertical and Horizontal Surfaces: Provide samples of at least 9 sq. sodium chloride 25% sodium hydroxide 25% sulphuric acid 18% hydrochloric acid Resistant Resistance to fungal ASTM 3273 and bacterial growth Resistance to carbon dioxide diffusion No carbonation was observed Resistance to chloride ion penetration 100% Division 09 Section 099114 SF Page 3 of 5 Epoxy Paint . DUBAI. b. Other Items: Architect will designate items or areas required. UAE Title: DOCUMENT VOLUME 02.PRODUCTS 2. 2. PART 2 .00 N/mm2 Water absorbtion ASTM D570 <0. Final approval of color selections will be based on mockups. SERVICE CORRIDORS. If preliminary color selections are not approved. Mixing shall be carried out in a controlled environment and in accordance with manufacturer's recommendations. 2.EXECUTION The manufacturer’s recommendations shall be followed at all times and the execution process will be subject to the Engineer’s approval of a comprehensive method statement. prior to the commencement of this work. New concrete Work shall have been cured for a minimum of 28 days prior to the application of the flooring system.3 The surface to be coated must be clean. APPLICATION 1. Application of the coating system shall take place in dry conditions with the ambient air temperature between 5ºC and 45ºC. The Contractor shall submit a full method statement for the Engineer's approval prior to the commencement of application. Division 09 Section 099114 SF Page 4 of 5 Epoxy Paint . 3. friable concrete. laitance and the presence of contaminants shall be notified to the Engineer in writing. a flexural strength of 20 N/mm2 and a tensile strength of 10 N/mm2 when tested at 28 days. 2. 3. After final application the flooring system shall be left to cure. No thinning will be allowed. The water absorption of the cured mortar shall not exceed 0. for a minimum period of 4 days at 20°C. 6.1 INSPECTION 1. The cured mortar shall achieve a compressive strength of 70 N/mm2. Substrate temperature is to be between 5°C and 35°C at the time of application. Weak or damaged concrete is to be removed and replaced with a high strength threecomponent epoxy resin repair mortar. For blow holes. Any mixing required for two component materials shall be thorough to ensure materials are streak-free. Materials shall be evenly applied by paint roller. dry and free of laitance. UAE Title: DOCUMENT VOLUME 02. 5.2 PREPARATION Preparation of Substrate: 1. 3. a two component polymer modified cementitious repair material shall be used.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3.2%. 2. squeegee or airless spray. totally free of traffic. 4. Curing times shall be in accordance with manufacturer's recommendations. Application shall not commence until unsatisfactory conditions have been corrected to the approval of the Engineer. oil grease or any other contaminant that may adversely affect adhesion. shrinkage cracks and concrete imperfections from 0-10mm. Any unsatisfactory conditions such as weak.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . The installer shall examine the substrate and conditions under which the coating system is to be applied. DUBAI. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. END OF SECTION 099114 Division 09 Section 099114 SF Page 5 of 5 Epoxy Paint .01 GENERAL SPECIFICATIONS ARCHITECTURE 7. Application shall only commence following completion of MEP final fix works and all finishing works. DUBAI. UAE Title: DOCUMENT VOLUME 02. ALUMINUM PAINT……………………………………………………………………………… FLOOR COATINGS……………………………………………………………………………… 3 3 4 4 4 5 5 6 6 6 6 6 3.11 PRODUCTS……………………………………………………………………………………… MANUFACTURERS………………. CLEANING AND PROTECTION………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.3 1. EXAMINATION….…………………………………………………………… DEFINITIONS……….…………………………………………….4 1.…………………………………………………… SOLVENT BASED PAINTS……………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.……………………………………………………………… PAINT. 2 2 2 2 3 3 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099123 – INTERIOR PAINTING TABLE OF CONTENTS 1. INTERIOR PAINTING SCHEDULE………………………………………………………………...8 2.5 EXECUTION……………………………………………………………………………………..6 2..………………………….1 1. MAINTENANCE MATERIAL SUBMITTALS……………………………………………………… QUALITY ASSUIRANCE…………………………………………………………………………. DUBAI.1 3..4 3.. 7 7 7 8 8 8 Division 09 Section 099123 SF Page 1 of 25 Interior Painting .9 2.…………….……………….10 2.4 2.. PRIMERS / SEALERS……………………………………………………………………………… METAL PRIMERS………………………………………………………………………………….0 2..5 2.2 2. ACTION SUBMITTALS.……………………………. TEXTURED COATING…………………………………………………………………………… DRY FOG / FALL COATINGS…………………………………………………………………...3 3.5 GENERAL………………………………………………………………………………………… SUMMARY………….……………………………….……………………………………………………………………………… PREPARATION…………………………………………………………………………………… APPLICATION…………………………………………………………………………………….1 2.0 3.2 3..0 1.3 2.. GENERAL………………………………………………………………………………… BLOCK FILLERS…………………………………………………………………………………….2 1. WATER BASED PAINTS…………………….7 2. Wood. Concrete. 9. according to ASTM D 523. Cast iron.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099123 – INTERIOR PAINTING PART 1 . Include preparation requirements and application instructions. G. 2. SUMMARY Section includes surface preparation and the application of paint systems on [interior substrates. 10. Concrete masonry units (CMU). 4. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees. according to ASTM D 523. Steel. 8. according to ASTM D 523.3 A. Gloss Level 5: 35 to 70 units at 60 degrees. UAE Title: DOCUMENT VOLUME 02. according to ASTM D 523. Plaster. LEED/EHS Submittals: Division 09 Section 099123 SF Page 2 of 25 Interior Painting . Aluminum (not anodized or otherwise coated). 5. B. 7.1 A. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees. according to ASTM D 523.GENERAL 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Spray-textured ceilings. D. ACTION SUBMITTALS Product Data: For each type of product. F. DUBAI. 3. Galvanized metal. E. Gypsum board. DEFINITIONS Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees. C. Gloss Level 7: More than 85 units at 60 degrees.2 A.] [the following interior substrates:] 1. B. according to ASTM D 523. Gloss Level 6: 70 to 85 units at 60 degrees. according to ASTM D 523. 1. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees. 6. 1. 1.5 A. UAE Title: DOCUMENT VOLUME 02. If preliminary color selections are not approved." C. from the same product run. but are not limited to products] listed in other Part 2 articles for the paint category indicated. Other Items: Architect will designate items or areas required. Include printout of current "MPI Approved Products List" for each product category specified in Part 2. but not less than [3.4 A. a.] that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. documentation indicating that they meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. 2. Vertical and Horizontal Surfaces: Provide samples of at least 9 sq. 2. apply additional mockups of additional colors selected by Architect at no added cost to Owner. b. Product Data for Credit EQ 4.2: For paints and coatings. MANUFACTURERS Products: Subject to compliance with requirements [available products that may be incorporated into the Work include. a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Laboratory Test Reports for Credit EQ 4: For paints and coatings. including printed statement of VOC content. 1. Product List: For each product indicated. D. Division 09 Section 099123 SF Page 3 of 25 Interior Painting . Samples: For each type of paint system and in each color and gloss of topcoat. 1. with the proposed product highlighted. PART 2 . Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3. Final approval of color selections will be based on mockups. Paint: [5] percent. m.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials[.PRODUCTS 2. DUBAI. QUALITY ASSURANCE Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.1 A.8 L] of each material and color applied. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Nonflat Paints and Coatings: 150 g/L. for Interior Wood:[ MPI #39." E.] 2. Institutional Low Odor/VOC:[ MPI #149. Interior:[ MPI #50. provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. Pigmented: 550 g/L. Sealers. D. 8.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Zinc-Rich Industrial Maintenance Primers: 340 g/L. Interior. Shellacs. Alkali Resistant. exclusive of colorants added to a tint base. 2. PRIMERS/SEALERS Primer Sealer. Latex. Pretreatment Wash Primers: 420 g/L. PAINT.] Division 09 Section 099123 SF Page 4 of 25 Interior Painting . 2.4 A. Shellacs." Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated. C. Flat Paints and Coatings: 50 g/L. 3. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction[ and. Low-Emitting Materials: Interior paints and coatings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.3 A.] C. 1.2 A. Latex. Primer.] B. under conditions of service and application as demonstrated by manufacturer. UAE Title: DOCUMENT VOLUME 02. Dry-Fog Coatings: 400 g/L. 9. Primer. GENERAL MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List. Floor Coatings: 100 g/L. Subpart D (EPA Method 24)]. based on testing and field experience. Clear: 730 g/L. 4. Primer Sealer. BLOCK FILLERS Block Filler. and Undercoaters: 200 g/L. Interior/Exterior:[ MPI #4.] D. Water Based:[ MPI #3. Colors: [As selected by Architect from manufacturer's full range] 2. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L. the following VOC limits. Primers. for interior paints and coatings applied at Project site. 5. 6. when calculated according to 40 CFR 59. Latex. 10. B. 7. For each coat in a paint system. for Aluminum:[ MPI #95. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated. (Gloss Level 4):[ MPI #43. Institutional Low Odor/VOC.] E. Gloss. (Gloss Level 5):[ MPI #54. Primer.] B. Primer. Latex. Interior.] I. (Gloss Level 3):[ MPI #139. DUBAI. Latex.] G. Institutional Low Odor/VOC. Interior.] G. (Gloss Level 6. Rust-Inhibitive.] 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. Institutional Low Odor/VOC. (Gloss Level 2):[ MPI #144. Alkyd.6 A. WATER-BASED PAINTS Latex. Alkyd. Anti-Corrosive. Primer. Semi-Gloss. except minimum gloss of 65 units at 60 degrees):[ MPI #114. Interior. Galvanized.] B. METAL PRIMERS Primer.] J.] F. Primer.] E. 2. High Performance Architectural. Solvent Based:[ MPI #69. Latex. Vinyl Wash:[ MPI #80.] D. for Metal:[ MPI #76.5 A.] H. (Gloss Level 2):[ MPI #44. Interior. Interior.] Division 09 Section 099123 SF Page 5 of 25 Interior Painting . Latex. High Performance Architectural. Bonding. Flat (Gloss Level 1):[ MPI #143. Latex. (Gloss Level 1):[ MPI #53.] F. Quick Dry. Latex. Latex.] L.] H. (Gloss Level 2):[ MPI #138. Semi-Gloss (Gloss Level 5):[ MPI #147. Latex. Interior. Quick Dry. (Gloss Level 3):[ MPI #145. Interior. for Metal:[ MPI #79. Latex. Interior. Latex. Water Based:[ MPI #134. Bonding. Primer Sealer. Water Based:[ MPI #17. Alkyd.] C. (Gloss Level 3):[ MPI #52.] F. Institutional Low Odor/VOC. Primer. Interior. Interior.] K.] C. Interior. Primer. Interior. Water Based:[ MPI #107.01 GENERAL SPECIFICATIONS ARCHITECTURE E. Latex. Primer. Interior:[ MPI #45.] D. Flat. ] 2. Dry Fall. (Gloss Level 4):[ MPI #140. Alkyd.] F.] 2. SOLVENT-BASED PAINTS Alkyd. High Performance Architectural. Intermediate Coat for Textured Coating. Flat: As recommended in writing by topcoat manufacturer. Gloss (Gloss Level 6):[ MPI #48.] B. Latex. Interior. Gloss (Gloss Level 6):[ MPI #154. Water Based (Gloss Level 3):[ MPI #151. Light Industrial Coating. Flat:[ MPI #55.11 A. TEXTURED COATING Primer for Textured Coating.] C. Flat:[ MPI #42.] P. Light Industrial Coating. Gloss (Gloss Level 7):[ MPI #96. FLOOR COATINGS Stain. Quick Dry. DUBAI. Semi-Gloss (Gloss Level 5):[ MPI #47.10 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Interior. Interior. Latex.] C. Interior. Water Based. Quick Dry. Interior. for Concrete Floors:[ MPI #58. Light Industrial Coating. DRY FOG/FALL COATINGS Dry Fall.] D.] E. B.9 A. Alkyd. ALUMINUM PAINT Aluminum Paint:[ MPI #1. Latex.] B. Alkyd. Interior. Latex.] Q. Dry Fall. UAE Title: DOCUMENT VOLUME 02. C. Interior. Flat (Gloss Level 1):[ MPI #49.] N.8 A.] O.7 A. Alkyd. Water Based. Latex. Alkyd. Interior. Semi-Gloss (Gloss Level 5):[ MPI #141.] 2. High Performance Architectural.] Division 09 Section 099123 SF Page 6 of 25 Interior Painting . Semi-Gloss (Gloss Level 5):[ MPI #81. Semi-Gloss (Gloss Level 5):[ MPI #153. Alkyd. Water Based. Flat: As recommended in writing by topcoat manufacturer. Interior. Latex.] 2.] 2. (Gloss Level 3):[ MPI #51. for Galvanized Steel.01 GENERAL SPECIFICATIONS ARCHITECTURE M. Flat (Gloss Level 1):[ MPI #133. Flat:[ MPI #118. Textured Coating. Interior. B.1 A. 1. Application of coating indicates acceptance of surfaces and conditions.2 A. with Applicator present. plates. 1. use workers skilled in the trades involved to reinstall items that were removed. D. Water Based. for Concrete Floors:[ MPI #99. Alkyd. Masonry (Clay and CMU): 12 percent. provide surface-applied protection before surface preparation and painting. 4.] D. including surface conditions and compatibility with existing finishes and primers. 3. dirt. Gypsum Board: 12 percent. PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. DUBAI. 5. EXAMINATION Examine substrates and conditions. 3. and incompatible paints and encapsulants. Sealer. Plaster: 12 percent. C. Sealer. B. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. grease. Proceed with coating application only after unsatisfactory conditions have been corrected. C. for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. Solvent Based. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. UAE Title: DOCUMENT VOLUME 02. 1. Clean substrates of substances that could impair bond of paints. After completing painting operations. Low Gloss (Maximum Gloss Level 3):[ MPI #60. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Concrete: 12 percent. Division 09 Section 099123 SF Page 7 of 25 Interior Painting . If removal is impractical or impossible because of size or weight of item. oil. Remove hardware. Gloss (Gloss Level 6):[ MPI #27. Floor Paint. for Concrete Floors:[ MPI #104.] E. Verify suitability of substrates. Latex.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. including dust. Floor Enamel. covers. and similar items already in place that are removable and are not to be painted.] C. Remove surface-applied protection if any.EXECUTION 3.] PART 3 . Wood: 15 percent. Prime Coat: Primer sealer. replacing. interior. d. 3. latex. interior. interior. Topcoat: Latex. i. Topcoat: Latex. interior. Prime Coat: Textured coating. c. MPI #44]. MPI #54]. interior. MPI #54]. semi-gloss. MPI #50]. g. Topcoat: Latex. and leave in an undamaged condition. INTERIOR PAINTING SCHEDULE Concrete Substrates. Prime Coat: Latex. e. holidays. Topcoat: Latex.3 A. CLEANING AND PROTECTION Protect work of other trades against damage from paint application. b. interior[. matching topcoat. ropiness. interior. MPI #43]. e. (Gloss Level 6. MPI #52]. interior. touch up and restore damaged or defaced painted surfaces. Topcoat: Latex. gloss. (Gloss Level 4)[. matching topcoat. d. spotting. Apply paints to produce surface films without cloudiness. Intermediate Coat: Latex. except minimum gloss of 65 units at 60 degrees)[. h. c. flat[. interior. 3. MPI #53]. brush marks. Latex System: a. roller tracking. semi-gloss. interior.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. and refinishing. (Gloss Level 1)[. (Gloss Level 5)[. DUBAI. 2. latex. interior. (Gloss Level 2)[. Cut in sharp lines and color breaks." B. gloss. At completion of construction activities of other trades. laps. (Gloss Level 1)[.5 A. f. interior. interior. (Gloss Level 4)[. 3. (Gloss Level 6. (Gloss Level 3)[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. or other surface imperfections. Topcoat: Latex. B. Nontraffic Surfaces: 1. Topcoat: Latex. MPI #114]. Correct damage to work of other trades by cleaning. b. MPI #114]. as approved by Architect. MPI #42]. Topcoat: Latex. matching topcoat.4 A. Topcoat: Latex. Institutional Low-Odor/VOC Latex System: Division 09 Section 099123 SF Page 8 of 25 Interior Painting . MPI #43]. interior. runs. Topcoat: Latex. MPI #52]. MPI #44]. f. flat. flat. Latex over Latex Aggregate System: a. g. APPLICATION Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual. repairing. (Gloss Level 3)[. UAE Title: DOCUMENT VOLUME 02. except minimum gloss of 65 units at 60 degrees)[. (Gloss Level 5)[. interior. Topcoat: Latex. (Gloss Level 2)[. Intermediate Coat: Latex. Topcoat: Latex. h. MPI #53]. interior. sags. Traffic Surfaces: Division 09 Section 099123 SF Page 9 of 25 Interior Painting . interior. interior. b. UAE Title: DOCUMENT VOLUME 02. Topcoat: Latex. e. Topcoat: Alkyd. f. Topcoat: Latex. water based[. MPI #139]. Prime Coat: Primer. Topcoat: Alkyd. MPI #147]. interior. semi-gloss (Gloss Level 5)[. High-Performance Architectural Latex System: a. interior. interior. institutional low odor/VOC. Topcoat: Latex. MPI #51]. Intermediate Coat: Latex. (Gloss Level 3)[. Prime Coat: Primer. MPI #48]. institutional low odor/VOC[. interior. 6. interior. MPI #138]. MPI #153]. MPI #143]. water based. semi-gloss (Gloss Level 5)[. flat (Gloss Level 1)[. (Gloss Level 2)[. (Gloss Level 2)[. c. b. MPI #144]. 4. matching topcoat. Topcoat: Light industrial coating. MPI #47]. Alkyd System: a. MPI #141]. high performance architectural. MPI #145]. Water-Based Light Industrial Coating System: a. Intermediate Coat: Light industrial coating. Topcoat: Light industrial coating. MPI #154]. matching topcoat. interior. MPI #3]. (Gloss Level 4)[. interior. f. alkali resistant. high performance architectural. semi-gloss (Gloss Level 5)[. d. Topcoat: Latex. gloss (Gloss Level 6)[. water based. high performance architectural. MPI #151]. Topcoat: Alkyd. water based. MPI #3]. interior. matching topcoat. Prime Coat: Primer sealer. interior. f. Topcoat: Latex. high performance architectural. institutional low odor/VOC. water based[. d. water based[. alkali resistant. DUBAI.01 GENERAL SPECIFICATIONS ARCHITECTURE a. interior. e. institutional low odor/VOC. c. (Gloss Level 3)[. flat (Gloss Level 1)[. interior. c. Topcoat: Latex. interior. e. Topcoat: Light industrial coating. Topcoat: Alkyd. c. interior. alkali resistant. semi-gloss (Gloss Level 5)[. interior. 5. Intermediate Coat: Latex. institutional low odor/VOC. gloss (Gloss Level 6)[. interior.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #149]. MPI #140]. Intermediate Coat: Alkyd. Concrete Substrates. water based (Gloss Level 3)[. B. b. Prime Coat: Primer. b. MPI #49]. (Gloss Level 3)[. interior. d. interior. interior. Topcoat: Latex. institutional low odor/VOC. Topcoat: Latex. high performance architectural. e. MPI #3]. d. matching topcoat. for concrete floors[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. c. interior. alkyd. b. (Gloss Level 1)[. (Gloss Level 6. 5. interior. Topcoat: Latex. alkyd. gloss. latex. Prime Coat: Primer for textured coating. g. gloss (Gloss Level 6)[. interior. h. Division 09 Section 099123 SF Page 10 of 25 Interior Painting . Topcoat: Latex. interior. e. (Gloss Level 5)[. latex. b. (Gloss Level 4)[. 4. MPI #60]. Topcoat: Sealer. First Coat: Sealer. MPI #43]. interior. MPI #60]. matching topcoat. Topcoat: Floor paint. solvent based. c. 2. low gloss (maximum Gloss Level 3)[. Clay-Masonry Substrates: 1. MPI #99]. b. interior. MPI #52]. b. for concrete floors[. as recommended in writing by topcoat manufacturer]. latex.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. low gloss (maximum Gloss Level 3)[. 3. gloss (Gloss Level 6)[. Intermediate Coat: Intermediate coat for textured coating. b. for concrete floors[. b. First Coat: Stain. flat[. DUBAI. Solvent-Based Clear Sealer System: a. MPI #104]. for concrete floors[. interior. Latex Aggregate System: a. solvent based. Latex System: a. MPI #104]. latex. interior. Concrete Stain System: a. MPI #99]. Intermediate Coat: Floor paint. MPI #54]. interior. for concrete floors[. for concrete floors[. flat[. Intermediate Coat: Latex. low gloss (maximum Gloss Level 3)[. interior. MPI #58]. b. MPI #27]. Topcoat: Latex. water based. Prime Coat: Floor paint. flat. Topcoat: Latex. MPI #27]. MPI #114]. MPI #58]. MPI #27]. Water-Based Clear Sealer System: a. C. semi-gloss. Intermediate Coat: Floor enamel. Topcoat: Sealer. Prime Coat: Floor enamel. UAE Title: DOCUMENT VOLUME 02. water based. as recommended in writing by topcoat manufacturer]. except minimum gloss of 65 units at 60 degrees)[. (Gloss Level 3)[. First Coat: Sealer. matching topcoat. Prime Coat: Latex. f. MPI #53]. Topcoat: Latex. latex. MPI #60]. c. Topcoat: Stain. Latex Floor Enamel System: a. Topcoat: Floor enamel. Alkyd Floor Enamel System: a. d. Topcoat: Latex. 2. (Gloss Level 2)[. MPI #44]. gloss (Gloss Level 6)[. alkyd. institutional low odor/VOC. Institutional Low-Odor/VOC Latex System: a. water based (Gloss Level 3)[. interior. interior. institutional low odor/VOC.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #154]. e. 6. b. MPI #51]. interior. latex. Prime Coat: Primer sealer. MPI #145]. flat[. water based[. MPI #140]. Topcoat: Alkyd. Topcoat: Light industrial coating. institutional low odor/VOC. semi-gloss (Gloss Level 5)[. matching topcoat. matching topcoat. MPI #3]. Intermediate Coat: Latex. b. interior. High-Performance Architectural Latex System: a. Topcoat: Latex. gloss (Gloss Level 6)[. flat (Gloss Level 1)[. high performance architectural. MPI #144]. Prime Coat: Primer. (Gloss Level 3)[. Topcoat: Latex. interior. institutional low odor/VOC. MPI #139]. MPI #147]. water based[. high performance architectural. alkali resistant. UAE Title: DOCUMENT VOLUME 02. interior. Topcoat: Alkyd. Prime Coat: Primer. MPI #50]. MPI #42]. f. e. high performance architectural. (Gloss Level 3)[. (Gloss Level 3)[. c. high performance architectural. Topcoat: Latex. MPI #141]. d. latex. Intermediate Coat: Alkyd. c. Topcoat: Light industrial coating. Intermediate Coat: Light industrial coating. MPI #138]. alkali resistant. Water-Based Light Industrial Coating System: a. MPI #49]. flat (Gloss Level 1)[. institutional low odor/VOC[. interior. semi-gloss (Gloss Level 5)[. Topcoat: Latex. (Gloss Level 4)[. c. Topcoat: Latex. interior. DUBAI. interior. water based. 4. 3. (Gloss Level 2)[. d. institutional low odor/VOC. interior. Prime Coat: Primer sealer. interior. interior. interior.01 GENERAL SPECIFICATIONS ARCHITECTURE c. MPI #143]. high performance architectural. d. Topcoat: Latex. interior. (Gloss Level 2)[. e. MPI #3]. b. water based. MPI #151]. 5. matching topcoat. interior[. matching topcoat. interior. c. interior. Topcoat: Latex. Topcoat: Light industrial coating. Alkyd System: a. Division 09 Section 099123 SF Page 11 of 25 Interior Painting . MPI #149]. f. water based. Topcoat: Textured coating. interior. MPI #153]. semi-gloss (Gloss Level 5)[. interior. d. b. Intermediate Coat: Latex. Topcoat: Latex. interior. semi-gloss (Gloss Level 5)[. d. b. MPI #145]. Block Filler: Block filler. interior/exterior[. f. h. interior. MPI #53]. interior. MPI #4]. MPI #143]. Block Filler: Block filler. MPI #48]. Topcoat: Latex. MPI #138]. Topcoat: Alkyd. MPI #114]. High-Performance Architectural Latex System: a. MPI #4]. 2. Block Filler: Block filler. f. b. MPI #43]. e. (Gloss Level 2)[. Topcoat: Latex. c. Topcoat: Alkyd. interior. MPI #140]. latex. MPI #147]. (Gloss Level 4)[. MPI #52]. Topcoat: Latex. MPI #4]. interior. interior. (Gloss Level 3)[. Water-Based Light Industrial Coating System: a. Topcoat: Latex. interior/exterior[. gloss (Gloss Level 6)[. institutional low odor/VOC. (Gloss Level 1)[. semi-gloss (Gloss Level 5)[. Topcoat: Latex. (Gloss Level 2)[. high performance architectural. gloss. Block Filler: Block filler. MPI #4]. d. high performance architectural. (Gloss Level 4)[. e. Topcoat: Latex. interior. institutional low odor/VOC. latex. flat. DUBAI. (Gloss Level 3)[. 3. latex. Topcoat: Latex. flat (Gloss Level 1)[. interior. interior/exterior[. g. Topcoat: Latex. (Gloss Level 5)[. matching topcoat.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Latex System: a. interior. MPI #144]. matching topcoat. interior/exterior[. high performance architectural. 4. Topcoat: Latex. Topcoat: Latex. Topcoat: Latex. MPI #141]. interior. UAE Title: DOCUMENT VOLUME 02. MPI #47]. interior. interior. interior. Topcoat: Latex. latex. b. f. interior. MPI #54]. e. Intermediate Coat: Latex. semi-gloss. Institutional Low-Odor/VOC Latex System: a. (Gloss Level 3)[. f. institutional low odor/VOC. Intermediate Coat: Latex. interior. Topcoat: Latex. c. high performance architectural. interior. interior. interior. Division 09 Section 099123 SF Page 12 of 25 Interior Painting .01 GENERAL SPECIFICATIONS ARCHITECTURE e. matching topcoat. except minimum gloss of 65 units at 60 degrees)[. Topcoat: Latex. Intermediate Coat: Latex. institutional low odor/VOC. interior. c. d. (Gloss Level 6. high performance architectural. institutional low odor/VOC. MPI #44]. CMU Substrates: 1. MPI #139]. D. semi-gloss (Gloss Level 5)[. (Gloss Level 2)[. d. e. water based. for metal[. DUBAI. gloss (Gloss Level 6)[. MPI #154]. flat. (Gloss Level 6. (Gloss Level 5)[. alkyd. Topcoat: Latex. gloss (Gloss Level 6)[. matching topcoat. Topcoat: Latex. b. Topcoat: Alkyd. latex. MPI #79] or primer. water based. interior. Intermediate Coat: Alkyd. e. flat (Gloss Level 1)[. matching topcoat. for metal[. Intermediate Coat: Light industrial coating. water based (Gloss Level 3)[. anti-corrosive. Topcoat: Dry fall. MPI #52]. MPI #76]. anti-corrosive. (Gloss Level 4)[. Sealer Coat: Primer sealer. c. MPI #153]. (Gloss Level 1)[. c.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. quick dry. interior. anti-corrosive. latex. e. interior. interior. for metal[. b. k. j. (Gloss Level 3)[. Prime Coat: Primer. Topcoat: Alkyd. MPI #43]. flat (Gloss Level 1)[. e. h. Water-Based Dry-Fall System: a. MPI #49]. f. Topcoat: Dry fall. MPI #76]. alkyd. 2. MPI #48]. alkyd. f. semi-gloss (Gloss Level 5)[. Prime Coat: Primer. E. quick dry. (Gloss Level 3)[. interior. c. alkyd. water based. (Gloss Level 2)[. MPI #4]. Topcoat: Latex. MPI #79] or primer. water based. g. i. MPI #76]. Topcoat: Latex. except minimum gloss of 65 units at 60 degrees)[. interior. for galvanized steel. interior. b. quick dry. Division 09 Section 099123 SF Page 13 of 25 Interior Painting . semi-gloss. Topcoat: Light industrial coating. for metal[. MPI #114]. interior. for metal[. alkyd. Topcoat: Latex. interior. interior. f. MPI #47]. interior. interior/exterior[. Prime Coat: Primer. d. MPI #76]. Block Filler: Block filler. MPI #118]. Steel Substrates: 1. Prime Coat: Primer. for metal[. Intermediate Coat: Latex. MPI #44]. Topcoat: Alkyd. Latex over Alkyd Primer System: a. MPI #51]. c. MPI #53]. interior. interior. Prime Coat: Shop primer specified in Section where substrate is specified. latex. anti-corrosive. MPI #54]. MPI #79]. Topcoat: Alkyd. g. interior. Prime Coat: Primer. MPI #151]. d. alkyd. MPI #50]. Topcoat: Latex. interior. Prime Coat: Shop primer specified in Section where substrate is specified. Topcoat: Light industrial coating. UAE Title: DOCUMENT VOLUME 02. interior. for metal[. quick dry. for metal[. alkyd. 5. Prime Coat: Primer. gloss. MPI #133]. matching topcoat. MPI #79].01 GENERAL SPECIFICATIONS ARCHITECTURE b. Topcoat: Light industrial coating. alkyd. semi-gloss (Gloss Level 5)[. interior[. d. Alkyd System: a. flat[. alkyd. MPI #144]. interior. anti-corrosive. d. anti-corrosive. (Gloss Level 2)[. MPI #154]. institutional low odor/VOC. interior. for metal[. for metal[. high performance architectural. Topcoat: Latex. 5. rust-inhibitive. gloss (Gloss Level 6)[. semi-gloss (Gloss Level 5)[. quick dry. interior. matching topcoat. Prime Coat: Primer. interior. MPI #76]. Alkyd System: a. Topcoat: Latex. semi-gloss (Gloss Level 5)[. h. Water-Based Light Industrial Coating System: a. Topcoat: Light industrial coating. MPI #79]. 6. MPI #145]. Intermediate Coat: Latex. MPI #76]. interior. matching topcoat. water based[ MPI #107]. matching topcoat. alkyd. interior. Topcoat: Latex. MPI #147]. MPI #79] or primer. d. Prime Coat: Primer. Topcoat: Latex. e. i. high performance architectural. DUBAI. (Gloss Level 4)[.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. interior. high performance architectural. (Gloss Level 3)[. alkyd. MPI #138]. c. Topcoat: Latex. institutional low odor/VOC. MPI #76]. Topcoat: Latex. f. Topcoat: Latex. MPI #140].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. e. Intermediate Coat: Latex. Topcoat: Light industrial coating. Prime Coat: Primer. rust-inhibitive. high performance architectural. flat (Gloss Level 1)[. water based. b. b. Prime Coat: Primer. Intermediate Coat: Light industrial coating. for metal[. alkyd. interior. 4. Prime Coat: Primer. for metal[. Prime Coat: Primer. interior. interior. (Gloss Level 2)[. interior. MPI #151]. semi-gloss (Gloss Level 5)[. interior. MPI #153]. MPI #143]. c. water based[ MPI #107]. quick dry. Topcoat: Latex. e. Division 09 Section 099123 SF Page 14 of 25 Interior Painting . institutional low odor/VOC. f. b. Prime Coat: Shop primer specified in Section where substrate is specified. interior. d. c. water based. high performance architectural. Institutional Low-Odor/VOC Latex System: a. water based. Topcoat: Light industrial coating. High-Performance Architectural Latex System: a. anti-corrosive. institutional low odor/VOC. Prime Coat: Primer. MPI #141]. interior. water based (Gloss Level 3)[. MPI #79]. quick dry. g. (Gloss Level 3)[. MPI #139]. for metal[. b. alkyd. alkyd. UAE Title: DOCUMENT VOLUME 02. for metal[. institutional low odor/VOC. d. interior. (Gloss Level 5)[. Topcoat: Latex. MPI #47]. MPI #49]. MPI #79] or primer. flat[. for metal[. Topcoat: Alkyd. Prime Coat: Shop primer specified in Section where substrate is specified. c. Alkyd Dry-Fall System: a. Topcoat: Latex. MPI #1]. d. b. quick dry. alkyd. e. (Gloss Level 2)[. Topcoat: Alkyd. MPI #79] or primer. interior. MPI #96]. MPI #44]. d. e. alkyd. DUBAI. Topcoat: Alkyd. Division 09 Section 099123 SF Page 15 of 25 Interior Painting . MPI #134]. interior. Prime Coat: Primer. interior. MPI #52]. (Gloss Level 1)[. interior. c. Prime Coat: Primer. for metal[. Prime Coat: Primer. quick dry. e. f. Prime Coat: Primer. for metal[. UAE Title: DOCUMENT VOLUME 02. (Gloss Level 3)[. MPI #76]. alkyd. for metal[. MPI #81]. Quick-Drying Enamel System: a. Intermediate Coat: Aluminum paint[. b. Prime Coat: Primer. MPI #76]. Prime Coat: Primer. Prime Coat: Primer. for metal[. alkyd. for metal[. alkyd. b. 8. h. MPI #43]. alkyd. F. Prime Coat: Primer. Intermediate Coat: Latex. MPI #55]. 9. MPI #51]. quick dry. i. Topcoat: Alkyd. c. quick dry. water based[. MPI #76]. matching topcoat. MPI #1]. for metal[. Topcoat: Dry fall. quick dry. quick dry. c. d.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. anti-corrosive. alkyd. MPI #76]. Topcoat: Alkyd. anti-corrosive. Topcoat: Latex. Topcoat: Aluminum paint[. Topcoat: Latex. e. semi-gloss (Gloss Level 5)[. gloss (Gloss Level 7)[. anti-corrosive. quick dry. interior. Intermediate Coat: Alkyd. 7. anti-corrosive. galvanized. alkyd.01 GENERAL SPECIFICATIONS ARCHITECTURE c. Prime Coat: Shop primer specified in Section where substrate is specified. f. interior. MPI #79]. for metal[. (Gloss Level 3)[. Galvanized-Metal Substrates: 1. g. (Gloss Level 4)[. d. b. Latex over Waterborne Primer System: a. Prime Coat: Primer. anti-corrosive. MPI #76]. alkyd. gloss (Gloss Level 6)[. matching topcoat. flat (Gloss Level 1)[. g. interior. MPI #54]. alkyd. for metal[. Topcoat: Alkyd. MPI #76]. Intermediate Coat: Alkyd. semi-gloss. Prime Coat: Shop primer specified in Section where substrate is specified. alkyd. MPI #79] or primer. f. interior. interior. for metal[. semi-gloss (Gloss Level 5)[. MPI #53]. flat. matching topcoat. quick dry. quick dry. alkyd. Topcoat: Latex. for metal[. MPI #48]. interior. Aluminum Paint System: a. MPI #79]. interior. MPI #114]. MPI #143]. interior. high performance architectural. 3. interior. Intermediate Coat: Light industrial coating. water based[. Prime Coat: Primer. Prime Coat: Dry fall. c. flat (Gloss Level 1)[. for galvanized steel. water based[. UAE Title: DOCUMENT VOLUME 02. MPI #133]. (Gloss Level 6. MPI #153]. b. d. interior. (Gloss Level 4)[. d. gloss. b. for galvanized steel. c. institutional low odor/VOC. semi-gloss (Gloss Level 5)[. semi-gloss (Gloss Level 5)[. water based (Gloss Level 3)[. Topcoat: Light industrial coating. Topcoat: Light industrial coating.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Water-Based Light Industrial Coating Over Waterborne Primer System: a. (Gloss Level 2)[. institutional low odor/VOC. f. high performance architectural. Topcoat: Dry fall. MPI #151]. f. (Gloss Level 2)[. MPI #133]. Topcoat: Latex. galvanized. MPI #140]. Topcoat: Latex. MPI #145]. galvanized. (Gloss Level 3)[. Prime Coat: Primer. 2. water based. Topcoat: Latex. interior. MPI #138]. Topcoat: Latex. MPI #134]. interior. high performance architectural. water based. Intermediate Coat: Latex. institutional low odor/VOC. matching topcoat. MPI #134]. interior. Topcoat: Latex. interior. e. d. semi-gloss (Gloss Level 5)[. institutional low odor/VOC. MPI #147]. Intermediate Coat: Latex. Water-Based Dry-Fall System: a. interior. DUBAI. MPI #141]. except minimum gloss of 65 units at 60 degrees)[. water based[. interior. Topcoat: Latex.01 GENERAL SPECIFICATIONS ARCHITECTURE h. e. Topcoat: Latex. matching topcoat. Topcoat: Latex. flat (Gloss Level 1)[. MPI #144]. matching topcoat. interior. flat (Gloss Level 1)[. b. c. interior. interior. high performance architectural. Prime Coat: Primer. (Gloss Level 3)[. interior. water based. galvanized. 4. institutional low odor/VOC. water based. MPI #134]. High-Performance Architectural Latex System: a. Division 09 Section 099123 SF Page 16 of 25 Interior Painting . high performance architectural. MPI #139]. Institutional Low-Odor/VOC Latex System: a. b. 5. Topcoat: Latex. Topcoat: Latex. b. MPI #44]. MPI #54]. interior. Aluminum (Not Anodized or Otherwise Coated) Substrates: 1. Latex System: a. Prime Coat: Primer. Intermediate Coat: Aluminum paint[. 3. MPI #53]. b. flat. MPI #139]. MPI #95]. Topcoat: Latex. Prime Coat: Primer. d. interior. (Gloss Level 2)[. MPI #95].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Topcoat: Latex. MPI #43]. gloss. institutional low odor/VOC. interior. 2. Prime Coat: Primer. interior. for aluminum[. as recommended in writing by topcoat manufacturer for use on galvanized-metal substrates with topcoat indicated. high performance architectural. d. flat (Gloss Level 1)[. interior. e. high performance architectural. Division 09 Section 099123 SF Page 17 of 25 Interior Painting . Topcoat: Latex. h. b. semi-gloss. f. gloss (Gloss Aluminum Paint System: a. for aluminum[. matching topcoat. Intermediate Coat: Latex. interior. Topcoat: Latex. Topcoat: Latex. 6. galvanized metal. interior. for aluminum[. quick dry. Institutional Low-Odor/VOC Latex System: a. Topcoat: Aluminum paint[. Prime Coat: Primer. MPI #114]. (Gloss Level 1)[. MPI #52]. c. (Gloss Level 6. water based. e. quick dry. MPI #144]. interior. DUBAI. institutional low odor/VOC.01 GENERAL SPECIFICATIONS ARCHITECTURE e. Topcoat: Latex. matching topcoat. interior. MPI #1]. (Gloss Level 3)[. interior. Topcoat: Latex. c. Topcoat: Latex. MPI #95]. High-Performance Architectural Latex System: a. MPI #1]. quick dry. interior. interior. matching topcoat. Topcoat: Latex. UAE Title: DOCUMENT VOLUME 02. (Gloss Level 3)[. G. high performance architectural. (Gloss Level 4)[. interior. institutional low odor/VOC. MPI #138]. MPI #147]. d. Intermediate Coat: Latex. coating. Topcoat: Light industrial Level 6)[. institutional low odor/VOC. (Gloss Level 3)[. g. MPI #143]. Intermediate Coat: Latex. semi-gloss (Gloss Level 5)[. Topcoat: Latex. (Gloss Level 2)[. interior. f. b. MPI #145]. MPI #154]. (Gloss Level 2)[. Topcoat: Latex. except minimum gloss of 65 units at 60 degrees)[. c. institutional low odor/VOC. interior. interior. c. (Gloss Level 5)[. MPI #80]. MPI #80]. flat (Gloss Level 1)[. water based. MPI #141]. MPI #49]. MPI #48]. vinyl wash[. interior. Aluminum Paint System: a. matching topcoat. water based. semi-gloss. Topcoat: Latex. Intermediate Coat: Latex. Prime Coat: Primer. MPI #44]. g. 4. Topcoat: Alkyd. interior. (Gloss Level 2)[. flat. 6. c. MPI #54]. MPI #95]. semi-gloss (Gloss Level 5)[. Topcoat: Light industrial coating. Wood Substrates: Including [wood trim] [architectural woodwork] [doors] [windows] [woodbased panel products] [glued-laminated construction] [exposed joists] [exposed beams] <Insert description>. interior. interior. DUBAI. Topcoat: Latex. Prime Coat: Primer. d. Topcoat: Light industrial coating. Topcoat: Latex. interior. f. interior. (Gloss Level 5)[. (Gloss Level 3)[. Topcoat: Latex. interior. Topcoat: Latex. d. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 5. Water-Based Light Industrial Coating System: a. f. (Gloss Level 3)[. MPI #51]. Topcoat: Light industrial coating. (Gloss Level 1)[. interior. UAE Title: DOCUMENT VOLUME 02. Topcoat: Latex. high performance architectural. f. (Gloss Level 4)[. water based. c. quick dry. b. d. interior. MPI #53]. c. g. MPI #1]. 1. Division 09 Section 099123 SF Page 18 of 25 Interior Painting . MPI #95]. matching topcoat. interior. for aluminum[. Topcoat: Alkyd. MPI #39]. gloss (Gloss Level 6)[. matching topcoat. Intermediate Coat: Alkyd. Topcoat: Aluminum paint[. b. MPI #151]. b. Alkyd System: a. for interior wood[. MPI #43]. high performance architectural. latex. Topcoat: Alkyd. interior. Topcoat: Latex. for aluminum[. e. interior. semi-gloss (Gloss Level 5)[. MPI #52]. (Gloss Level 4)[. Topcoat: Alkyd. c. gloss (Gloss Level 6)[. vinyl wash[. H. MPI #154]. MPI #1]. interior. interior. interior. Latex System: a. MPI #153]. e. Prime Coat: Primer. MPI #140]. semi-gloss (Gloss Level 5)[. Intermediate Coat: Light industrial coating. interior. Intermediate Coat: Aluminum paint[. MPI #47]. quick dry. Prime Coat: Primer.01 GENERAL SPECIFICATIONS ARCHITECTURE e. water based (Gloss Level 3)[. Prime Coat: Primer. e. interior. latex. high performance architectural. h. high performance architectural. Topcoat: Latex. MPI #52]. Topcoat: Latex. interior. latex. gloss. (Gloss Level 2)[. MPI #53]. semi-gloss (Gloss Level 5)[. interior. interior[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #54]. interior. d. high performance architectural. institutional low odor/VOC. institutional low odor/VOC. matching topcoat. MPI #114]. except minimum gloss of 65 units at 60 degrees)[. interior. MPI #143]. DUBAI. (Gloss Level 2)[. Topcoat: Alkyd. interior. b. MPI #145]. Topcoat: Latex. Topcoat: Latex. MPI #147]. MPI #39]. MPI #39]. matching topcoat. Topcoat: Latex. Institutional Low-Odor/VOC Latex System: a. Intermediate Coat: Alkyd. c. d. c. 2. for interior wood[. d. except minimum gloss of 65 units at 60 degrees)[. MPI #144]. 5. MPI #45]. c. MPI #49]. Topcoat: Latex. Alkyd System: a. alkyd. MPI #43]. interior[. c. (Gloss Level 5)[. interior. Topcoat: Latex. Topcoat: Latex. interior. (Gloss Level 3)[. interior. MPI #114]. (Gloss Level 1)[. Intermediate Coat: Latex. Prime Coat: Primer. MPI #139]. e. Topcoat: Latex. (Gloss Level 3)[. institutional low odor/VOC. MPI #141]. MPI #45]. f. b. e. b. Prime Coat: Primer sealer. High-Performance Architectural Latex System: a. interior. Topcoat: Latex. Topcoat: Latex. Prime Coat: Primer. interior. flat (Gloss Level 1)[. Topcoat: Latex. institutional low odor/VOC. interior. interior. (Gloss Level 2)[. flat. interior. Intermediate Coat: Latex. b. gloss. high performance architectural. interior. Division 09 Section 099123 SF Page 19 of 25 Interior Painting . g. (Gloss Level 6. interior. Topcoat: Latex. alkyd. interior. (Gloss Level 4)[. e. 3. (Gloss Level 6. (Gloss Level 4)[. Topcoat: Latex. f. matching topcoat. MPI #44]. Topcoat: Latex. flat (Gloss Level 1)[. matching topcoat. Intermediate Coat: Latex.01 GENERAL SPECIFICATIONS ARCHITECTURE h. institutional low odor/VOC. MPI #140]. interior. (Gloss Level 3)[. UAE Title: DOCUMENT VOLUME 02. for interior wood[. f. high performance architectural. Latex over Alkyd Primer System: a. semi-gloss (Gloss Level 5)[. Prime Coat: Primer sealer. interior. interior. semi-gloss. interior. 4. MPI #138]. MPI #69]. Topcoat: Floor enamel. Prime Coat: Primer. b. Topcoat: Alkyd. alkyd. MPI #47]. Topcoat: Latex. Topcoat: Latex. i. I. (Gloss Level 6. institutional low odor/VOC. MPI #27]. gloss (Gloss Level 6)[. MPI #43]. UAE Title: DOCUMENT VOLUME 02. institutional low odor/VOC. interior. gloss (Gloss Level 6)[. f. institutional low odor/VOC. Prime Coat: Primer. MPI #143]. institutional low odor/VOC. alkyd. Latex Floor Paint System: a. MPI #45]. (Gloss Level 3)[. except minimum gloss of 65 units at 60 degrees)[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. gloss (Gloss Level 6)[. interior. latex. matching topcoat. MPI #54]. c. 2. interior. semi-gloss (Gloss Level 5)[. Topcoat: Latex. b. Alkyd Floor Enamel System: a. Division 09 Section 099123 SF Page 20 of 25 Interior Painting . water based[. e. Topcoat: Latex. Topcoat: Latex. (Gloss Level 5)[. Topcoat: Latex. Topcoat: Floor paint. bonding. MPI #60]. Institutional Low-Odor/VOC Latex System: a. flat. Intermediate Coat: Latex. Intermediate Coat: Latex. MPI #52]. e. interior[. Topcoat: Latex. d. bonding. MPI #114]. g. Traffic Surfaces: 1. flat (Gloss Level 1)[. Topcoat: Latex. low gloss (maximum Gloss Level 3)[. MPI #17]. c. Intermediate Coat: Floor enamel. f. c. MPI #17]. Topcoat: Alkyd. (Gloss Level 1)[. Prime Coat: Primer. d. interior. Topcoat: Alkyd. gloss (Gloss Level 6)[. MPI #145]. (Gloss Level 3)[. interior. interior. MPI #53]. interior. solvent based[. alkyd. Topcoat: Latex. (Gloss Level 3)[. MPI #51]. interior. gloss. Latex System: a. MPI #147]. interior. b.01 GENERAL SPECIFICATIONS ARCHITECTURE d. MPI #44]. c. semi-gloss (Gloss Level 5)[. bonding. (Gloss Level 2)[. e. solvent based[. interior. h. MPI #48]. MPI #27]. 2. interior. Wood Substrates. Prime Coat: Primer. matching topcoat. interior. g. DUBAI. Fiberglass and Plastic Substrates: 1. Intermediate Coat: Floor paint. low gloss (maximum Gloss Level 3)[. bonding. interior. water based[. alkyd. Topcoat: Latex. MPI #60]. Prime Coat: Floor enamel. latex. MPI #144]. institutional low odor/VOC. Prime Coat: Primer sealer. (Gloss Level 4)[. b. (Gloss Level 2)[. interior. f. MPI #27]. semi-gloss. MPI #69]. interior. J. matching topcoat. Latex System: a. c. bonding. Prime Coat: Primer. 5. MPI #47]. Topcoat: Latex. gloss (Gloss Level 6)[. interior. interior. MPI #140]. water based. MPI #51]. d. c. d. interior. MPI #141]. interior. latex. semi-gloss (Gloss Level 5)[. Topcoat: Alkyd. matching topcoat. interior. Prime Coat: Primer sealer. (Gloss Level 3)[. (Gloss Level 2)[. MPI #139]. interior. interior. interior. MPI #17].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. water based. Topcoat: Light industrial coating. Topcoat: Light industrial coating. MPI #48]. Prime Coat: Primer. g. interior. interior. solvent based[. (Gloss Level 3)[. bonding. water based[. c. MPI #53]. solvent based[. c. matching topcoat. b. Topcoat: Latex. e. 4. b. Prime Coat: Latex. interior. interior.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Water-Based Light Industrial Coating System: a. MPI #17]. water based. interior. MPI #49]. Topcoat: Alkyd. Prime Coat: Primer. MPI #69]. Division 09 Section 099123 SF Page 21 of 25 Interior Painting . Prime Coat: Primer. interior[. matching topcoat. interior. (Gloss Level 1)[. d. f. MPI #69]. DUBAI. e. Alkyd System: a. MPI #151]. b. bonding. MPI #138]. Topcoat: Alkyd. MPI #69]. bonding. b. (Gloss Level 4)[. f. interior. (Gloss Level 2)[. bonding. high performance architectural. high performance architectural. Intermediate Coat: Latex. f. high performance architectural. d. High-Performance Architectural Latex System: a. flat. interior. Topcoat: Latex. UAE Title: DOCUMENT VOLUME 02. Intermediate Coat: Alkyd. Intermediate Coat: Light industrial coating. bonding. Topcoat: Alkyd. e. Topcoat: Latex. water based[. Intermediate Coat: Latex. [Gypsum Board] [Plaster] Substrates: 1. high performance architectural. MPI #50]. g. MPI #154]. MPI #17]. Topcoat: Light industrial coating. semi-gloss (Gloss Level 5)[. semi-gloss (Gloss Level 5)[. Prime Coat: Primer. Topcoat: Latex. interior. K. MPI #153]. e. Prime Coat: Primer. flat (Gloss Level 1)[. Topcoat: Latex. matching topcoat. gloss (Gloss Level 6)[. solvent based[. MPI #44]. interior. water based[. high performance architectural. water based (Gloss Level 3)[. water based. e. Prime Coat: Primer sealer. MPI #140]. i. Topcoat: Latex. semi-gloss (Gloss Level 5)[. gloss (Gloss Level 6)[. MPI #153]. high performance architectural. DUBAI. d. institutional low odor/VOC. interior. institutional low odor/VOC[. UAE Title: DOCUMENT VOLUME 02. interior. (Gloss Level 3)[. interior. (Gloss Level 2)[. water based. interior[. interior. (Gloss Level 5)[. gloss. high performance architectural. Topcoat: Latex. Topcoat: Latex. Topcoat: Latex. high performance architectural. e. MPI #52]. d. b. c. interior. interior. Topcoat: Latex. d. institutional low odor/VOC. high performance architectural. b. MPI #141]. water based. MPI #114]. high performance architectural. b. semi-gloss (Gloss Level 5)[. interior. (Gloss Level 6. Topcoat: Light industrial coating. Topcoat: Latex. water based (Gloss Level 3)[. c. Water-Based Light Industrial Coating System: a. institutional low odor/VOC. 5. MPI #139]. Institutional Low-Odor/VOC Latex System: a. matching topcoat. Topcoat: Latex. f. MPI #50]. Prime Coat: Primer sealer. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Intermediate Coat: Light industrial coating. MPI #138]. interior. Topcoat: Latex. MPI #154]. Intermediate Coat: Latex. f. Topcoat: Light industrial coating. Topcoat: Light industrial coating. MPI #54]. 3. MPI #144]. c. (Gloss Level 3)[. Topcoat: Latex. interior. flat (Gloss Level 1)[. 4. (Gloss Level 4)[.01 GENERAL SPECIFICATIONS ARCHITECTURE f. semi-gloss (Gloss Level 5)[. interior. interior. interior. interior. matching topcoat. (Gloss Level 3)[. semi-gloss. interior. Intermediate Coat: Latex. matching topcoat. interior. g. interior. High-Performance Architectural Latex System: a. Topcoat: Latex. MPI #43]. interior. institutional low odor/VOC. MPI #149]. MPI #143]. institutional low odor/VOC. Topcoat: Latex. Alkyd over Latex Primer System: Division 09 Section 099123 SF Page 22 of 25 Interior Painting . MPI #147]. except minimum gloss of 65 units at 60 degrees)[. latex. interior. interior[. Topcoat: Latex. MPI #145]. MPI #151]. Prime Coat: Primer sealer. (Gloss Level 4)[. (Gloss Level 2)[. e. MPI #50]. h. interior. latex. Topcoat: Alkyd. interior. a. Prime Coat: Primer sealer. DUBAI. e. MPI #51]. flat (Gloss Level 1)[. b. gloss. interior[. alkyd. Intermediate Coat: Latex. Topcoat: Latex. Topcoat: Alkyd. Latex (Flat) System: Spray applied. interior. (Gloss Level 4)[. interior. flat. Topcoat: Latex. semi-gloss (Gloss Level 5)[. (Gloss Level 4)[. interior. c. Prime Coat: Primer sealer. interior. interior. Latex System: Spray applied. interior. c. interior. MPI #45]. g. b. gloss. MPI #44]. interior. MPI #49]. f. MPI #114]. a. Topcoat: Alkyd. interior. Prime Coat: Alkyd. d. interior. interior. Topcoat: Latex. MPI #43]. (Gloss Level 5)[. Prime Coat: Latex. matching topcoat. d. Latex over Alkyd Primer System: a. e. c. L. Prime Coat: Primer sealer. b. d. MPI #53]. 3. Prime Coat: Latex. MPI #49]. UAE Title: DOCUMENT VOLUME 02. matching topcoat. g. MPI #53]. h. interior. Topcoat: Latex. interior. except minimum gloss of 65 units at 60 degrees)[. MPI #48]. MPI #53]. MPI #54]. (Gloss Level 1)[. interior. MPI #53]. Topcoat: Latex. flat (Gloss Level 1)[. 2. MPI #49]. MPI #44]. Topcoat: Latex. MPI #51]. Alkyd System: a. c. flat (Gloss Level 1)[. MPI #43]. Topcoat: Latex. Topcoat: Latex. Alkyd (Flat) System: a. MPI #45]. alkyd. except minimum gloss of 65 units at 60 degrees)[. MPI #47]. e. interior. flat. 5. b. matching topcoat. (Gloss Level 3)[. Topcoat: Alkyd. MPI #50]. interior. 4. MPI #54]. flat. (Gloss Level 6. interior. Spray-Textured Ceiling Substrates: 1. (Gloss Level 1)[. Topcoat: Latex. flat (Gloss Level 1)[.01 GENERAL SPECIFICATIONS ARCHITECTURE a. b. Topcoat: Latex. interior. interior[. b. interior. interior. MPI #52]. interior. (Gloss Level 2)[. MPI #52]. interior. (Gloss Level 3)[. f. semi-gloss.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Topcoat: Latex. (Gloss Level 3)[. Intermediate Coat: Alkyd. d. matching topcoat. (Gloss Level 1)[. Division 09 Section 099123 SF Page 23 of 25 Interior Painting . f. gloss (Gloss Level 6)[. (Gloss Level 3)[. Topcoat: Alkyd. MPI #114]. Topcoat: Alkyd. (Gloss Level 5)[. (Gloss Level 6. Topcoat: Latex. (Gloss Level 1)[. Intermediate Coat: Alkyd. interior[. Topcoat: Latex. interior. latex. Topcoat: Alkyd. interior. flat. interior. semi-gloss. (Gloss Level 2)[. MPI #49]. Topcoat: Alkyd. 4. Intermediate Coat: Latex. Topcoat: Latex. MPI #50]. 3. c. interior. interior[. institutional low odor/VOC. Topcoat: Latex. Topcoat: Latex. Prime Coat: Primer sealer. latex. interior[. Latex System: a. Prime Coat: Primer sealer. g. interior. c. UAE Title: DOCUMENT VOLUME 02. (Gloss Level 3)[. MPI #144]. Topcoat: Alkyd. interior. b. latex. Topcoat: Latex. latex. interior. interior. (Gloss Level 5)[. (Gloss Level 1)[. f. Intermediate Coat: Alkyd. Topcoat: Alkyd. MPI #50]. (Gloss Level 6. (Gloss Level 3)[. MPI #47]. c. h. MPI #147]. gloss. Topcoat: Latex. interior. matching topcoat. 1. MPI #143]. semi-gloss. MPI #145]. Topcoat: Aluminum paint[. institutional low odor/VOC. Topcoat: Latex. Prime Coat: Primer sealer. MPI #48]. interior. semi-gloss (Gloss Level 5)[. interior. interior. interior[. MPI #50].01 GENERAL SPECIFICATIONS ARCHITECTURE e. Institutional Low-Odor/VOC Latex System: a. Intermediate Coat: Aluminum paint[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. (Gloss Level 3)[. interior. institutional low odor/VOC. Topcoat: Alkyd. except minimum gloss of 65 units at 60 degrees)[. interior. Intermediate Coat: Latex. gloss (Gloss Level 6)[. END OF SECTION 099123 Division 09 Section 099123 SF Page 24 of 25 Interior Painting . interior[. (Gloss Level 4)[. semi-gloss (Gloss Level 5)[. MPI #44]. (Gloss Level 2)[. MPI #49]. matching topcoat. interior. f. 2. Topcoat: Latex. e. MPI #48]. flat (Gloss Level 1)[. semi-gloss (Gloss Level 5)[. institutional low odor/VOC. Aluminum Paint System: a. d. interior. Topcoat: Alkyd. d. MPI #51]. interior. d. f. b. MPI #53]. latex. flat. gloss (Gloss Level 6)[. Topcoat: Latex. interior. b. M. interior. flat (Gloss Level 1)[. f. interior. MPI #1]. institutional low odor/VOC. e. interior. Topcoat: Latex. (Gloss Level 2)[. MPI #50]. e. DUBAI. MPI #47]. Prime Coat: Primer sealer. Topcoat: Alkyd. matching topcoat. MPI #1]. MPI #52]. MPI #43]. MPI #54]. Alkyd over Latex Primer System: a. MPI #114]. interior. b. [Cotton or Canvas] [and] [ASJ] Insulation-Covering Substrates: Including [pipe and duct coverings] <Insert description>. Topcoat: Latex. c. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE Division 09 Section 099123 SF Page 25 of 25 Interior Painting . DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 3.0 2... 2 2 2 2 3 3 2. CLEANING AND PROTECTION………………………………………………………………... GENERAL………….2 3...5 GENERAL………………………………………………………………………………………… SUMMARY…………. UAE Title: DOCUMENT VOLUME 02.…………………………………………………….9 PRODUCTS……………………………………………………………………………………… MANUFACTURERS………………. 6 6 6 6 7 7 SECTION 099300 – STAINING AND TRANSPARENT FINISHING Division 09 Section 099300 SF Page 1 of 11 Staining and Transparent Finishing .2 2..………………..……………………………………………………………… WOOD FILLERS……………………………. ACTION SUBMITTALS. MAINTENANCE MATERIAL SUBMITTALS……………………………………………………… QUALITY ASSUIRANCE………………………………………………………………………….……………………………………………………………… MATERIALS.3 3.……………………………....………………………………………………………………… OIL FINISH……………………………………………………………………………………….…………………………………………….3 2.8 2..4 2..3 1.……………. POLYURETHANE VARNISHES. DUBAI.……………………………………………………………………………… PREPARATION…………………………………………………………………………………… APPLICATION…………………………………………………………………………………….…………………………. EXAMINATION….………………………………………………………………………………….0 1.5 EXECUTION……………………………………………………………………………………..6 2.…………………………………………………… SOLVENT BASED VARNISHES ………………………………………………………………….2 1.1 3. 3 3 4 4 4 5 5 5 5 5 3.……………………………….1 1.……………………………….…………………………………………………………… DEFINITIONS………. WATER BASED VARNISHES………………. EXTERIOR WOOD FINISH SYSTEM SCHEDULE…………….5 2.4 1. PRIMERS AND SEALERS………………………………………………………………………… STAINS……….7 2.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099300 – STAINING AND TRANSPARENT FINISHING TABLE OF CONTENTS 1.0 3.. Dressed lumber (finish carpentry). according to ASTM D 523.2 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DEFINITIONS Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees. DUBAI. Wood decks and stairs. according to ASTM D 523. 2. Dressed lumber (finish carpentry). c. Include preparation requirements and application instructions.][ on the following substrates:] 1. Laboratory Test Reports for Credit EQ 4: For interior stains and coatings. D. b. d. SUMMARY Section includes surface preparation and application of wood finishes[. Gloss Level 6: 70 to 85 units at 60 degrees. Gloss Level 7: More than 85 units at 60 degrees. Wood shingles and shakes (excluding roofs). 1. Exposed dimension lumber (rough carpentry). c. b. Gloss Level 5: 35 to 70 units at 60 degrees.3 A.GENERAL 1. Exposed glued-laminated beams and columns. Exterior Substrates: a. Exposed wood panel products. according to ASTM D 523. Product Data for Credit EQ 4. according to ASTM D 523. Exposed glued-laminated beams and columns.2: For interior stains and coatings. Exposed dimension lumber (rough carpentry). UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 1 . Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees. C. f. according to ASTM D 523. documentation indicating that products comply with the testing and product Division 09 Section 099300 SF Page 2 of 11 Staining and Transparent Finishing . LEED/EHS Submittals: 1. documentation including printed statement of VOC content. 2. B. B. E. d. Interior Substrates: a. ACTION SUBMITTALS Product Data: For each type of product indicated. 1. Exposed wood panel products.1 A. e. PART 2 . UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE requirements of the California Department of Health Services "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. a. a. Vertical and Horizontal Surfaces: Provide samples of at least 9 sq. DUBAI.PRODUCTS 2. If preliminary stain color selections are not approved. apply additional mockups of additional stain colors selected by Architect at no added cost to Owner. Stains and Transparent Finishes: [5] percent. 1. Product List: For each product indicated. [available products that may be incorporated into the Work include. Division 09 Section 099300 SF Page 3 of 11 Staining and Transparent Finishing . b. QUALITY ASSURANCE Mockups: Apply mockups of each finish system indicated and each color selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. but not less than [3. Final approval of stain color selections will be based on mockups. with the product proposed for use highlighted.1 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. from the same product run. 1. 1.5 A. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials[. 1.8 L] of each material and color applied. m. but are not limited to products] listed in other Part 2 articles for the category indicated. 2.] that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Architect will select one surface to represent surfaces and conditions for application of each type of finish system and substrate. Samples: For each type of finish system and in each color and gloss of finish indicated. Other Items: Architect will designate items or areas required. include printout of current "MPI Approved Products List" for each product category specified in Part 2.4 A. D. MANUFACTURERS Products: Subject to compliance with requirements." C. D. Shellac:[ MPI #88. Subpart D (EPA Method 24)]. 2. For each coat in a finish system. 2. under conditions of service and application as demonstrated by manufacturer. Shellacs.] B. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction[ and.4 A.] 2. B. GENERAL MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List. Stain Colors: [As selected by Architect from manufacturer's full range] 2. Alkyd for Exterior Wood:[ MPI #5.3 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. when calculated according to 40 CFR 59." E.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. provide products recommended in writing by manufacturers of topcoat for use in finish system and on substrate indicated. Primers. Varnishes: VOC not more than 350 g/L. MATERIALS.] C. the following VOC limits. Sealers. Alkyd.] E. Clear:[ MPI #102. Sanding Sealer. 4. Oil for Exterior Wood:[ MPI #7. DUBAI. Clear Wood Finishes." Material Compatibility: 1. Primer. based on testing and field experience. 1.2 A. WOOD FILLERS Wood Filler Paste:[ MPI #91. Clear: VOC not more than 730 g/L. Low-Emitting Materials: Interior stains and finishes shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. for interior stains and finishes applied at project site.] D. exclusive of colorants added to a tint base. Provide materials for use within each finish system that are compatible with one another and substrates indicated. Stains: VOC not more than 250 g/L.] F. C. Latex for Exterior Wood:[ MPI #6.] Division 09 Section 099300 SF Page 4 of 11 Staining and Transparent Finishing . and Undercoaters: 200 g/L. for Exterior Wood:[ MPI #37. UAE Title: DOCUMENT VOLUME 02. Primer. PRIMERS AND SEALERS Primer. Preservative. Gloss (Gloss Level 6):[ MPI #29. Water Based. Water Based. STAINS Stain. SOLVENT-BASED VARNISHES Varnish. WATER-BASED VARNISHES Varnish. Varnish. Interior.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Semi-Gloss (Gloss Level 5):[ MPI #129. Clear.] E. Marine Spar. OIL FINISH Danish Oil:[ MPI #92.] C. for Interior Wood:[ MPI #90.] D. Stain.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Varnish. Varnish.8 A.] C.9 A. UAE Title: DOCUMENT VOLUME 02. Stain.] B. Varnish. Varnish. Interior. Moisture-Cured.] B. for Exterior Wood Decks:[ MPI #33. Exterior. Interior. Solvent Based. Varnish. Oil-Modified.] C. Gloss (Gloss Level 6):[ MPI #130. Exterior. Oil-Modified. Solid Hide:[ MPI #14. Two-Component (Gloss Level 6 or 7):[ MPI #78. Varnish. with UV Inhibitor. Polyurethane. Interior. DUBAI.] 2. Varnish. Polyurethane.] 2. Aliphatic Polyurethane.] Division 09 Section 099300 SF Page 5 of 11 Staining and Transparent Finishing .] F.] B. Stain. Exterior. Exterior. Gloss (Gloss Level 6):[ MPI #31.] D. Clear.] 2. Semi-Gloss (Gloss Level 5):[ MPI #74.6 A. Gloss (Gloss Level 6):[ MPI #75. Water Based. Exterior. Semi-Transparent. Stain. Flat (Gloss Level 1):[ MPI #73. Gloss (Gloss Level 6):[ MPI #56. Solid Hide:[ MPI #16.] 2.] E. with UV Inhibitor.7 A. Varnish.5 A. Water Based. Interior. POLYURETHANE VARNISHES Varnish. Exterior. Varnish. Satin (Gloss Level 4):[ MPI #128. Satin (Gloss Level 4):[ MPI #57. Clear. Polyurethane.] C. Semi-Gloss (Gloss Level 5):[ MPI #30.] D.] B. Gloss (Gloss Level 7):[ MPI #28. Solvent Based. Semi-Transparent:[ MPI #13. DUBAI." Division 09 Section 099300 SF Page 6 of 11 Staining and Transparent Finishing .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. plates. C. 1. use workers skilled in the trades involved to reinstall items that were removed. and grease by washing with a detergent solution. Beginning finish application constitutes Contractor's acceptance of substrates and conditions. If removal is impractical or impossible because of size or weight of item. APPLICATION Apply finishes according to manufacturer's written instructions and recommendations in "MPI Manual. provide surfaceapplied protection before surface preparation and finishing. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . Remove grade stamps and pencil marks by sanding lightly. Proceed with finish application only after unsatisfactory conditions have been corrected. EXAMINATION Examine substrates and conditions. Maximum Moisture Content of Exterior Wood Substrates: 15 percent. with Applicator present. PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. when measured with an electronic moisture meter. Remove loose wood fibers by brushing. for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. rinse thoroughly with clean water and allow to dry. UAE Title: DOCUMENT VOLUME 02. After completing finishing operations.1 A. Remove dust. E. covers.3 A.2 A. Verify suitability of substrates. Remove hardware. and similar items already in place that are removable. 3. Clean and prepare surfaces to be finished according to manufacturer's written instructions for each particular substrate condition and as specified. B. including surface conditions and compatibility with existing finishes and primers. C. D. dirt. Remove surface-applied protection if any.EXECUTION 3. 3. oil. B. when measured with an electronic moisture meter. 1. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 2. Maximum Moisture Content of Interior Wood Substrates: [15] [13] [10] [9] percent. Solid Hide. c. MPI #16].4 A. b. brush marks. MPI #5]. lap marks.5 A. Prime Coat: Primer. Prime Coat: Primer. oil for exterior wood[. semi-transparent.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 5. CLEANING AND PROTECTION Protect work of other trades against damage from finish application. EXTERIOR WOOD-FINISH-SYSTEM SCHEDULE Wood substrates. MPI #5]. as approved by Architect. replacing. Prime Coat: Primer. Prime Coat: Primer. solvent based. Semitransparent Stain System: a. Topcoat: Stain. solid hide. DUBAI. MPI #13]. solid hide. solvent based. c. Water-Based Stain System: a. MPI #7]. MPI #14]. exterior. Prime Coat: Primer. d. b. Topcoat: Stain. e. Division 09 Section 099300 SF Page 7 of 11 Staining and Transparent Finishing . Prime Coat: Primer. water based. solvent based. Correct damage by cleaning. nontraffic surfaces. oil for exterior wood[. MPI #7]. b. MPI #6]. Apply finishes to produce surface films without cloudiness. exterior. touch up and restore damaged or defaced finished wood surfaces. c. exterior. oil for exterior wood[. matching topcoat. At completion of construction activities of other trades. and leave in an undamaged condition. Solid Hide. exterior. Varnish over Semitransparent Stain System: a. B. semi-transparent[. Topcoat: Stain. exterior. MPI #5]. exterior. Intermediate Coat: Stain. 3. solid hide[. Water-Based Stain System: a. MPI #13]. alkyd for exterior wood[. latex for exterior wood[. Stain Coat: Stain.01 GENERAL SPECIFICATIONS ARCHITECTURE B. b. MPI #16]. 2. Intermediate Coat: Stain. exterior. 3. 1. exterior. water based. Solvent-Based Stain System: a. UAE Title: DOCUMENT VOLUME 02. Solid Hide. and refinishing. runs. alkyd for exterior wood[. solid hide[. matching topcoat. solid hide[. d. including [wood trim] [architectural woodwork] [doors] [windows] [wood fences] [wood-based panel products] [glued-laminated construction] [exposed joists] [exposed beams]. solid hide. ropiness. 3. Intermediate Coat: Stain. water based. Prime Coat: Primer. Topcoat: Stain. Prime Coat: Stain. repairing. solvent based. solvent based. holidays. 4. semi-transparent[. d. exterior. MPI #7]. water based. matching topcoat. matching topcoat. or other surface imperfections. alkyd for exterior wood[. solvent based. MPI #78]. 2. MPI #37]. Prime Coat: Varnish. matching topcoat. for exterior wood decks[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Gloss (Gloss Level 7)[. matching topcoat. d. Intermediate Coat: Varnish. 7. Gloss (Gloss Level 7)[. Two-Component Polyurethane Varnish over Stain System: a. b. c. MPI #30]. Wood substrates. MPI #29]. c. B. b. Topcoat: Varnish. Top coat: Stain. Topcoat: Varnish. MPI #28]. with UV Inhibitor. aliphatic polyurethane. e. Exterior. aliphatic polyurethane. Stain Coat: Stain. Semi-Gloss (Gloss Level 5)[. f. matching topcoat. aliphatic polyurethane. Deck Stain System: a. Semi-Gloss (Gloss Level 5)[. c. Division 09 Section 099300 SF Page 8 of 11 Staining and Transparent Finishing . Exterior. Two-Component Polyurethane Varnish System: a. Exterior. Exterior. exterior. matching topcoat. including wood [decks]. MPI #30]. MPI #28]. Gloss (Gloss Level 6)[. Marine Spar. 6. Varnish System: a. b. for exterior wood decks. d. Deck Stain over Wood Preservative System: a. for exterior wood[. for exterior wood decks. DUBAI. aliphatic polyurethane. semi-transparent[. two-component. Second Intermediate Coat: Varnish matching topcoat. two-component. Prime Coat: Stain. Second Intermediate Coat: Varnish. MPI #78]. MPI #33]. 1. 8. two-component. Exterior. Topcoat: Varnish. two-component. b. MPI #33]. First Intermediate Coat: Varnish.01 GENERAL SPECIFICATIONS ARCHITECTURE b. Topcoat: Varnish. matching topcoat. Clear. aliphatic polyurethane. with UV Inhibitor. traffic surfaces. Topcoat: Varnish. First Intermediate Coat: Varnish matching topcoat. with UV Inhibitor. d. two-component (Gloss Level 6 or 7)[. with UV Inhibitor. First Intermediate Coat: Varnish matching topcoat. Prime Coat: Varnish matching topcoat. Intermediate Coat: Stain. Preservative Coat: Preservative. Topcoat: Varnish. Topcoat: Varnish. matching topcoat. Second Intermediate Coat: Varnish matching topcoat. MPI #29]. MPI #13]. Marine Spar. UAE Title: DOCUMENT VOLUME 02. Top coat: Stain. c. Gloss (Gloss Level 6)[. Clear. Exterior. b. aliphatic polyurethane. Topcoat: Varnish. for exterior wood decks[. e. f. c. two-component (Gloss Level 6 or 7)[. Prime Coat: Stain. satin (Gloss Level 4)[. Topcoat: Varnish. Semitransparent Stain System: a. 1. Topcoat: Stain. water based. First Intermediate Coat: Water-based varnish matching topcoat. b. b. Topcoat: Stain. b. for interior wood[. solvent based. Second Intermediate Coat: Water-based varnish matching topcoat. water based. b. Intermediate Coat: Water-based varnish matching topcoat. Prime Coat: Primer. nontraffic surfaces. MPI #13]. oil for exterior wood[. Prime Coat: Primer. exterior. exterior. Solvent-Based Stain System: a. Prime Coat: Stain. exterior. d. matching topcoat. solid hide. semi-transparent[. solvent based. Prime Coat: Stain. solid hide. 3. matching topcoat. semi-transparent. exterior. MPI #16]. Topcoat: Stain. water based. e. Solid-Color Latex Stain System: a. MPI #129]. d. b. water based. Solid-Color Latex Stain System: a. exterior. UAE Title: DOCUMENT VOLUME 02. c. MPI #7]. 6. Stain Coat: Stain. solvent based. latex for exterior wood[. MPI #6]. matching topcoat. solid hide. semi-gloss (Gloss Level 5)[. Prime Coat: Water-based varnish matching topcoat. Topcoat: Varnish. Water-Based Varnish System: a. Water-Based Varnish over Stain System: a. clear. clear. MPI #90]. water based. gloss (Gloss Level 6)[. water based. Solid-Color. solid hide[. semi-transparent. Topcoat: Stain. clear. Topcoat: Varnish. clear. Semitransparent Stain System: a. matching topcoat. 7. semi-gloss (Gloss Level 5)[. alkyd for exterior wood[. semi-transparent. including [wood trim] [architectural woodwork] [doors] [windows] [wood-based panel products] [glued-laminated construction] [exposed joists] [exposed beams]. MPI #16].01 GENERAL SPECIFICATIONS ARCHITECTURE 3. MPI #128]. satin (Gloss Level 4)[. 2. DUBAI. exterior. clear. for interior wood[. Intermediate Coat: Stain. Topcoat: Varnish. d. c. MPI #129]. matching topcoat. MPI #128]. MPI #90].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #5]. water based. Intermediate Coat: Stain. Prime Coat: Primer. b. Division 09 Section 099300 SF Page 9 of 11 Staining and Transparent Finishing . semi-transparent. solvent based. 4. c. Topcoat: Stain. MPI #130].6 A. water based. c. Topcoat: Varnish. solid hide[. MPI #14]. f. INTERIOR WOOD-FINISH-SYSTEM SCHEDULE Wood substrates. b. 5. solid hide[. exterior. water based. exterior. Second Intermediate Coat: Varnish matching topcoat. oil-modified. MPI #73]. c. Topcoat: Varnish. interior. Topcoat: Varnish. oil-modified. c. Alkyd Varnish over Stain System: a. Topcoat: Varnish. Prime Coat: Polyurethane varnish matching topcoat. (Gloss (Gloss Polyurethane Varnish System: a. 12. Level 4)[. interior. polyurethane. gloss (Gloss Level 6)[. for interior wood[. Stain Coat: Stain.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. f. MPI #90]. MPI #56]. c. semi-transparent. oil-modified. b. MPI #102]. gloss Level 6)[. interior. d. MPI #73]. d. Topcoat: Varnish. Alkyd Varnish over Stain System: a. e. interior. Stain Coat: Stain. Topcoat: Varnish. Topcoat: Varnish. Level 6)[. First Intermediate Coat: Varnish matching topcoat. flat (Gloss Level 1)[. Polyurethane Varnish over Stain System: a. semi-gloss (Gloss Level 5)[. interior. for interior wood[. polyurethane. 11. flat (Gloss Level 1)[. sanding sealer. Topcoat: Varnish. 8. semi-gloss (Gloss Level 5)[. e. MPI #57]. c. b. First Intermediate Coat: Polyurethane varnish matching topcoat. First Intermediate Coat: Alkyd. interior. d. semi-gloss (Gloss Level 5)[. MPI #56]. gloss (Gloss Level 6)[. Second Intermediate Coat: Polyurethane varnish matching topcoat. f. gloss (Gloss Level 6)[. satin (Gloss gloss (Gloss Moisture-Cured Clear Polyurethane over Stain System: Division 09 Section 099300 SF Page 10 of 11 Staining and Transparent Finishing . e.01 GENERAL SPECIFICATIONS ARCHITECTURE e. gloss (Gloss Level 6)[. interior. 13. e. MPI #90]. Prime Coat: Alkyd. interior. b. Topcoat: Varnish. d. MPI #75]. for interior wood[. MPI #90]. semi-transparent. interior. MPI #74]. Topcoat: Varnish. b. Topcoat: Varnish. sanding sealer. clear[. c. Topcoat: Varnish. 10. interior. d. MPI #57]. semi-transparent. 9. b. interior. DUBAI. MPI #75]. water based. Intermediate Coat: Varnish matching topcoat. MPI #74]. MPI #102]. polyurethane. Topcoat: Varnish. MPI #75]. MPI #74]. oil-modified. clear[. Topcoat: Varnish. interior. polyurethane. Alkyd Varnish System: a. clear. Stain Coat: Stain. satin Level 4)[. flat (Gloss Level 1)[. UAE Title: DOCUMENT VOLUME 02. Second Intermediate Coat: Varnish matching topcoat. Intermediate Coat: Polyurethane varnish matching topcoat. MPI #73]. Topcoat: Varnish. MPI #130]. interior. Stain Coat: Stain. MPI #31]. c. Topcoat: Varnish. MPI #78]. First Intermediate Coat: Moisture-cured polyurethane matching topcoat. Topcoat: Varnish. Second Intermediate Coat: Moisture-cured polyurethane matching topcoat. Prime Coat: Two-component polyurethane matching topcoat. c. for interior wood[. Danish Oil System: a. d. b. Topcoat: Danish oil[. b. gloss (Gloss Level 6)[. moisture-cured. moisture-cured. Prime Coat: Moisture-cured polyurethane matching topcoat. b. two-component (Gloss Level 6 or Gloss Level 7)[. Topcoat: Varnish.01 GENERAL SPECIFICATIONS ARCHITECTURE a. 16. Intermediate Coat: Moisture-cured polyurethane matching topcoat. Two-Component Polyurethane System: a.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. b. DUBAI. END OF SECTION 099300 Division 09 Section 099300 SF Page 11 of 11 Staining and Transparent Finishing . semi-transparent. gloss Level 6)[. 14. c. polyurethane. UAE Title: DOCUMENT VOLUME 02. MPI #92]. aliphatic polyurethane. 15. polyurethane. MPI #92]. MPI #31]. MPI #90]. Intermediate Coat: Two-component polyurethane matching topcoat. Moisture-Cured Clear Polyurethane System: a. Prime Coat: Danish oil[. (Gloss Clear. . GENERAL………….0 2.0 1..1 3.………………………………………………………………………………..3 3..……………………………….…………………………….………… BLOCK FILLERS…………………………….……………………………………………………………………………… PREPARATION…………………………………………………………………………………… APPLICATION……………………………………………………………………………………. ACTION SUBMITTALS.…………………………. EPOXY COATINGS………...……………………………………………………………… HIGH PERFORMANCE COATINGS.3 2.….5 2..4 2. EXTERIOR HIGH PERFORMANCE COATING SCHEDULE……………. CLEANING AND PROTECTION……………………………………………………………….6 2.……………………………..3 1..………………. UAE Title: DOCUMENT VOLUME 02..……………. 5 5 5 5 6 6 Division 09 Section099600 Page 1 of 16 High-Performance Coatings .7 PRODUCTS……………………………………………………………………………………… MANUFACTURERS……………….1 2.…………………………………………….………………………………………………………………… 3 3 3 4 4 4 4 5 3.2 1..…………………………………………………… POLYURETHANE COATINGS. EXAMINATION….2 2.………………. 2 2 2 2 3 3 2.0 3..5 EXECUTION…………………………………………………………………………………….4 3.………………….4 1.2 3...………………………. INTERIOR PRIMERS / SEALERS………………………………………………………………… METAL PRIMERS..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..1 1.5 GENERAL………………………………………………………………………………………… SUMMARY………….…………………………………………………………… DEFINITIONS………..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099600 – HIGH-PERFORMANCE COATINGS TABLE OF CONTENTS 1. MAINTENANCE MATERIAL SUBMITTALS……………………………………………………… QUALITY ASSUIRANCE………………………………………………………………………….………………………. DUBAI. B.1 A. d." Samples: For each type of coating system and in each color and gloss of topcoat indicated. Laboratory Test Reports for Credit EQ 4: For interior coatings.GENERAL 1. Concrete. Galvanized metal. Aluminum (not anodized or otherwise coated). according to ASTM D 523. 2. ACTION SUBMITTALS Product Data: For each type of product indicated.2: For interior coatings. SUMMARY Section includes surface preparation and application of high-performance coating systems on the following substrates: 1. Include preparation requirements and application instructions. C. f. Concrete. e. vertical and horizontal surfaces. Gypsum board. Aluminum (not anodized or otherwise coated). UAE Title: DOCUMENT VOLUME 02. c. Steel. B.3 A. d. 1. 2. documentation including printed statement of VOC content. Product Data for Credit EQ 4. Steel.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099600 – HIGH-PERFORMANCE COATINGS PART 1 . 1. Concrete masonry units (CMU). b. Interior Substrates: a. DEFINITIONS Gloss Level 6: 70 to 85 units at 60 degrees. Galvanized metal. e. LEED / EHS Submittals: 1. Division 09 Section099600 Page 2 of 16 High-Performance Coatings . c. b.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Concrete masonry units (CMU). vertical and horizontal surfaces. according to ASTM D 523. Exterior Substrates: a. DUBAI.2 A. Gloss Level 7: More than 85 units at 60 degrees. with the proposed product highlighted. DUBAI. include printout of current "MPI Approved Products List" for each product category specified in Part 2. m. Product List: For each product indicated. UAE Title: DOCUMENT VOLUME 02. Provide materials for use within each coating system that are compatible with one another and substrates indicated. For each coat in a coating system.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. GENERAL MPI Standards: Provide products that comply with MPI standards indicated and are listed in "MPI Approved Products List. provide products recommended in writing by manufacturers of topcoat for use in coating system and on substrate indicated.01 GENERAL SPECIFICATIONS ARCHITECTURE D. MAINTENANCE MATERIAL SUBMITTALS Furnish extra materials from the same product run. under conditions of service and application as demonstrated by manufacturer. Wall and Ceiling Surfaces: Provide samples of at least 9 sq. Coatings: [5] percent. but not less than [3. MANUFACTURERS Products: Subject to compliance with requirements.PRODUCTS 2. provide products listed in other Part 2 articles for the paint category indicated. 2. If preliminary color selections are not approved.2 A.1 A. Provide products of same manufacturer for each coat in a coating system. Division 09 Section099600 Page 3 of 16 High-Performance Coatings . QUALITY ASSURANCE Mockups: Apply mockups of each coating system indicated to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. a.4 A." B.8 L] of each material and color applied. b. Material Compatibility: 1. 2. Final approval of color selections will be based on mockups. 1. Other Items: Architect will designate items or areas required. apply additional mockups of additional colors selected by Architect at no added cost to Owner. 1. PART 2 . a. 1.5 A. Architect will select one surface to represent surfaces and conditions for application of each coating system specified in Part 3. 3. that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 2. HIGH-PERFORMANCE COATINGS. 1. based on testing and field experience. Primer. Zinc-Rich.] B. METAL PRIMERS Primer. Inorganic:[ MPI #19. Flat Paints and Coatings: 50 g/L. High-Build. Subpart D (EPA Method 24)]." E. 3.] Wood-Knot Sealer: White shellac or other sealer recommended in writing by manufacturer for this purpose. BLOCK FILLERS Block Filler.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Pre-Treatment Wash Primers: 420 g/L. Latex.] Block Filler.] C. 2. Sealers. Shellacs. EPOXY COATINGS Epoxy. Gloss:[ MPI #77. 2. when calculated according to 40 CFR 59. 7. Floor Coatings: 100 g/L. Interior:[ MPI #50. Nonflat Paints and Coatings: 150 g/L. exclusive of colorants added to a tint base. UAE Title: DOCUMENT VOLUME 02. Pigmented: 550 g/L.] Division 09 Section099600 Page 4 of 16 High-Performance Coatings . B. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction[ and. 9.] Epoxy. DUBAI. Epoxy:[ MPI #20. Epoxy:[ MPI #116. Low Gloss:[ MPI #108. 4.6 A. Low-Emitting Materials: Interior coatings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Epoxy.3 A. 1.5 A. 8. Anti-Corrosive. 5. Colors: As selected by Architect from manufacturer's full range 2.4 A. Shellacs. B. 6. for interior coatings applied at project site. for Metal:[ MPI #101.] 2. Primer. Primers. B. the following VOC limits. Zinc-Rich Industrial Maintenance Primers: 340 g/L. Latex. and Undercoaters: 200 g/L. Interior/Exterior:[ MPI #4. Clear: 730 g/L.] INTERIOR PRIMERS/SEALERS Primer Sealer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Anti-Corrosive and Anti-Rust Paints Applied to Ferrous Metals: 250 g/L. Zinc-Rich. D. 2. EXAMINATION Examine substrates and conditions.3 A." Division 09 Section099600 Page 5 of 16 High-Performance Coatings . DUBAI. Clean substrates of substances that could impair bond of coatings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. b.] Varnish. d. PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. Proceed with coating application only after unsatisfactory conditions have been corrected. Two-Component. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. oil. Gypsum Board: 12 percent. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce coating systems indicated. B. 1. Gloss (Gloss Level 6):[ MPI #72. 3. including surface conditions and compatibility with existing finishes and primers. for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. Aliphatic Polyurethane.1 A.EXECUTION 3. B. 1. Pigmented. 2. Verify suitability of substrates. APPLICATION Apply high-performance coatings according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual.2 A. Two-Component (Gloss Level 6 or 7):[ MPI #78. 1. B.] PART 3 .] POLYURETHANE COATINGS Polyurethane.7 A. Epoxy Deck Coating (Slip-Resistant):[ MPI #82. with Applicator present. including dust. and incompatible paints and encapsulants.01 GENERAL SPECIFICATIONS ARCHITECTURE C. C. 3. UAE Title: DOCUMENT VOLUME 02. Masonry (Clay and CMU): 12 percent. Wood: 15 percent. grease. c. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: a. dirt. Concrete: 12 percent. Epoxy Slip-Resistant Deck Coating System: a. CLEANING AND PROTECTION Protect work of other trades against damage from coating operation. B. MPI #77]. UAE Title: DOCUMENT VOLUME 02. Topcoat: Polyurethane. 2. MPI #77]. gloss[. 3. spotting. Correct damage by cleaning. B. MPI #77]. Topcoat: Epoxy. Intermediate Coat: As recommended in writing by topcoat manufacturer. runs. Clay-Masonry Substrates: 1. repairing. gloss[. 3. b. Intermediate Coat: Epoxy. holidays. c. EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE Concrete Substrates.5 A. Topcoat: Epoxy. At completion of construction activities of other trades. Epoxy System: a. MPI #77]. brush marks. DUBAI. replacing. two-component. MPI #77]. Prime Coat: Epoxy. b. gloss[. Vertical Surfaces: 1. Horizontal Surfaces: 1. gloss (Gloss Pigmented Polyurethane System: a. Division 09 Section099600 Prime Coat: As recommended in writing by topcoat manufacturer. MPI #77].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #77].4 A. Prime Coat: Epoxy.01 GENERAL SPECIFICATIONS ARCHITECTURE B. b. Prime Coat: Epoxy. gloss[. touch up and restore damaged or defaced coated surfaces. Page 6 of 16 High-Performance Coatings . MPI #72]. Apply coatings to produce surface films without cloudiness. 3. Topcoat: Epoxy deck coating (slip-resistant)[. gloss[. Pigmented Polyurethane over Epoxy System: a. ropiness. sags. Epoxy System: a. Intermediate Coat: Epoxy. or other surface imperfections. c. C. laps. and recoating. b. gloss[. pigmented. Concrete Substrates. MPI #77]. and leave in an undamaged condition. Produce sharp glass lines and color breaks. MPI #82]. gloss[. Intermediate Coat: Epoxy. as approved by Architect. c. gloss[. Level 6)[. two-component. Intermediate Coat: As recommended in writing by topcoat manufacturer. b. MPI #77]. First Topcoat: Polyurethane. pigmented. anti-corrosive. Intermediate Coat: Epoxy. pigmented. two-component. epoxy. D. c. gloss (Gloss Level 6)[. gloss[. low gloss[. Block Filler: Block filler. Pigmented Polyurethane over Epoxy System: a. MPI #72]. 3. E. d. high-build. MPI #77]. Topcoat: Epoxy. Intermediate Coat: Epoxy. as recommended in writing by topcoat manufacturer. gloss (Gloss Level 6)[. b. b. 4. pigmented. MPI #72]. Page 7 of 16 High-Performance Coatings . Topcoat: Polyurethane. MPI #108]. High-Build Epoxy System: a. MPI #72]. c. gloss (Gloss gloss (Gloss CMU Substrates: 1. Pigmented Polyurethane over High-Build Epoxy System: a. Epoxy System: a. High-Build Epoxy System: a. c. MPI #116]. gloss[. Intermediate Coat: Epoxy. epoxy. Division 09 Section099600 Prime Coat: Primer. Intermediate Coat: Epoxy. MPI #101]. b. b. MPI #108]. Prime Coat: Primer. MPI #108]. 2. MPI #77]. DUBAI. Block Filler: Block filler. epoxy. MPI #77].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. anti-corrosive. c. b. Level 6)[. for metal[. MPI #77]. epoxy. Prime Coat: Primer. gloss[. low gloss[. Steel Substrates: 1. Pigmented Polyurethane over Epoxy System: a. low gloss[. Intermediate Coat: Epoxy. 2. two-component. MPI #72]. Level 6)[. MPI #116]. epoxy[. high-build. pigmented. gloss[. UAE Title: DOCUMENT VOLUME 02. as recommended in writing by topcoat manufacturer. Prime Coat: Primer. Topcoat: Polyurethane. high-build. epoxy[. two-component. Second Topcoat: Polyurethane. c. gloss[.01 GENERAL SPECIFICATIONS ARCHITECTURE c. Topcoat: Epoxy. for metal[. Topcoat: Epoxy. MPI #101]. b. Pigmented Polyurethane over Epoxy Zinc-Rich Primer System: a. First Topcoat: Polyurethane. MPI #72]. c. two-component. pigmented. pigmented. 6. c. Division 09 Section099600 Prime Coat: Primer. zinc-rich. Intermediate Coat: Epoxy. c. two-component. Second Topcoat: Polyurethane. Prime Coat: Primer. zinc-rich. anti-corrosive. zinc-rich. First Topcoat: Polyurethane. First Topcoat: Polyurethane. Pigmented Polyurethane over Epoxy Zinc-Rich Primer System: a. pigmented. Prime Coat: Primer. gloss (Gloss Prime Coat: Primer. inorganic[. epoxy.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. pigmented. MPI #108]. Page 8 of 16 gloss (Gloss High-Performance Coatings . Intermediate Coat: Epoxy. Level 6)[. MPI #20]. two-component. gloss (Gloss Level 6)[. pigmented. pigmented. Intermediate Coat: Epoxy. low gloss[. b. low gloss[. Prime Coat: Primer. MPI #72]. b. MPI #72]. as recommended in writing by topcoat manufacturer. MPI #108]. gloss (Gloss Level 6)[. b. MPI #20]. DUBAI. MPI #19]. epoxy[. MPI #72]. MPI #72]. Topcoat: Polyurethane. First Topcoat: Polyurethane. c. high-build. gloss[. epoxy[. Topcoat: Polyurethane. MPI #72]. Intermediate Coat: As recommended in writing by topcoat manufacturer. (Gloss Prime Coat: Primer. two-component. UAE Title: DOCUMENT VOLUME 02. zinc-rich. Level 6)[. Pigmented Polyurethane over Epoxy Zinc-Rich Primer and High-Build Epoxy System: a. low gloss[. Pigmented Polyurethane over Inorganic Zinc-Rich Primer and High-Build Epoxy System: a. Topcoat: Polyurethane. gloss (Gloss Level 6)[. two-component. gloss Level 6)[. 9. 10. Intermediate Coat: Epoxy. high-build. MPI #77]. d. MPI #108]. for metal[. MPI #20]. 5. gloss Pigmented Polyurethane over High-Build Epoxy System: a. c. 7. two-component. (Gloss Pigmented Polyurethane over High-Build Epoxy System: a. MPI #108].01 GENERAL SPECIFICATIONS ARCHITECTURE c. c. b. MPI #101]. Intermediate Coat: Epoxy. low gloss[. pigmented. b. high-build. 8. high-build. two-component. MPI #72]. two-component. epoxy[. MPI #72]. Level 6)[. gloss (Gloss Level 6)[. epoxy. pigmented. epoxy. pigmented. MPI #77]. pigmented. gloss (Gloss Level 6)[. gloss (Gloss Level 6)[. Intermediate Coat: Epoxy. Second Topcoat: Polyurethane. MPI #72]. b. for metal[. Galvanized-Metal Substrates: 1. Prime Coat: Primer. Epoxy System: a. MPI #101]. 4. c. for metal[. 6. for metal[. MPI #77]. pigmented. b. Pigmented Polyurethane over Vinyl Wash and Epoxy Primer System: a. Pigmented Polyurethane System: a. c. DUBAI. Topcoat: Polyurethane. 5. c. pigmented. gloss[. MPI #72]. two-component. epoxy. epoxy. pigmented. anti-corrosive. UAE Title: DOCUMENT VOLUME 02. c. MPI #77]. gloss (Gloss Level 6)[. Topcoat: Polyurethane. two-component. 3. Division 09 Section099600 Prime Coat: Primer. c. MPI #77]. MPI #80]. gloss (Gloss Level 6)[. gloss[. MPI #80]. gloss (Gloss Level 6)[. epoxy. Intermediate Coat: Polyurethane. Prime Coat: Primer. vinyl wash[. MPI #101]. c. anti-corrosive. anti-corrosive. MPI #72]. gloss[. as recommended in writing by topcoat manufacturer.01 GENERAL SPECIFICATIONS ARCHITECTURE F. two-component. First Topcoat: Polyurethane. Intermediate Coat: Primer. b. pigmented. epoxy. vinyl wash[. MPI #72]. Topcoat: Epoxy. b. First Topcoat: Polyurethane. d. gloss (Gloss Level 6)[. Intermediate Coat: Epoxy. Intermediate Coat: Polyurethane. gloss (Gloss Level 6)[. two-component. two-component. MPI #72]. two-component. Epoxy System: a. pigmented. MPI #101]. 2. two-component. Topcoat: Epoxy. as recommended in writing by topcoat manufacturer. as recommended in writing by topcoat manufacturer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. MPI #72]. Pigmented Polyurethane over Vinyl Wash and Epoxy Primer System: a. b. Prime Coat: Primer. Pigmented Polyurethane System: a. Page 9 of 16 High-Performance Coatings . b. Intermediate Coat: Primer. Prime Coat: Primer. MPI #72]. gloss[. epoxy. Prime Coat: Primer. First Topcoat: Polyurethane. Second Topcoat: Polyurethane. 3. epoxy. MPI #72]. for metal[. 2. MPI #72]. two-component. 3. pigmented. gloss (Gloss Level 6)[. Pigmented Polyurethane System: a. MPI #77]. Aluminum (Not Anodized or Otherwise Coated) Substrates: 1. vinyl wash[. Intermediate Coat: Primer. gloss (Gloss Level 6)[. DUBAI. anti-corrosive. Topcoat: Polyurethane. b. pigmented. First Topcoat: Polyurethane. H. d. gloss (Gloss Level 6)[. gloss (Gloss Level 6)[. vinyl wash[. gloss (Gloss Level 6)[. b. pigmented. c. epoxy. b. Intermediate Coat: Primer. MPI #80]. Topcoat: Epoxy. two-component. MPI #72]. Second Topcoat: Polyurethane. Epoxy System: a. d. gloss (Gloss Level 6)[. c. pigmented. gloss (Gloss Level 6)[. MPI #72].6 Prime Coat: Primer. MPI #101]. Wood Substrates: 1. two-component. Intermediate Coat: Polyurethane. as recommended in writing by topcoat manufacturer. pigmented. Epoxy System: Division 09 Section099600 Page 10 of 16 High-Performance Coatings . gloss[. Pigmented Polyurethane System: a. gloss (Gloss Level 6)[. pigmented. c. MPI #72]. pigmented. MPI #72]. pigmented. Second Topcoat: Polyurethane. two-component. two-component.01 GENERAL SPECIFICATIONS ARCHITECTURE d.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. gloss[. two-component. Prime Coat: Primer. c. G. MPI #72]. Prime Coat: Primer. INTERIOR HIGH-PERFORMANCE COATING SCHEDULE Concrete Substrates. vinyl wash[. UAE Title: DOCUMENT VOLUME 02. Intermediate Coat: Epoxy. two-component. Pigmented Polyurethane System: a. Prime Coat: Polyurethane. MPI #72]. MPI #80]. b. MPI #77]. Vertical Surfaces: 1. two-component. A. MPI #80]. Pigmented Polyurethane System: a. Clay-Masonry Substrates: 1. Intermediate Coat: Polyurethane. 4. c. MPI #77]. Topcoat: Polyurethane. aliphatic polyurethane. gloss (Gloss Level 6)[. gloss[. b. C. MPI #115]. 1. 2. Intermediate Coat: Epoxy. gloss (Gloss Level 6)[. interior. b. gloss[.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Intermediate Coat: Epoxy-modified latex. pigmented. Prime Coat: Epoxy. Epoxy System: Division 09 Section099600 Page 11 of 16 High-Performance Coatings . two-component (Gloss Level 6 or 7)[. Epoxy System: a. gloss (Gloss Level 6)[. MPI #72]. MPI #77]. Prime Coat: Epoxy. gloss[. pigmented. gloss[. MPI #115]. c. Topcoat: Varnish. Intermediate Coat: Polyurethane. MPI #77]. Topcoat: Epoxy-modified latex. b. gloss (Gloss Level 6)[. aliphatic polyurethane. pigmented. Intermediate Coat: Epoxy. two-component. c. MPI #115]. b. two-component. Pigmented Polyurethane System: a. c. c. gloss (Gloss Level 6)[. MPI #72]. two-component. MPI #77]. b. MPI #77]. aliphatic polyurethane. two-component. gloss (Gloss Level 6)[. MPI #78]. b. MPI #77]. Clear Two-Component Polyurethane System: a. as recommended in writing by topcoat manufacturer. two-component (Gloss Level 6 or 7)[. Intermediate Coat: Varnish. 2. MPI #78]. two-component (Gloss Level 6 or 7)[. interior. B. Prime Coat: Epoxy. MPI #72]. Epoxy-Modified Latex System: a. c. Topcoat: Epoxy. Prime Coat: Epoxy. pigmented. interior. Concrete Substrates. Prime Coat: Varnish. Topcoat: Polyurethane. gloss[. DUBAI. MPI #72]. gloss[. gloss (Gloss Level 6)[.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Prime Coat: Epoxy-modified latex. Topcoat: Epoxy. MPI #77]. MPI #78]. Horizontal Surfaces. gloss[. UAE Title: DOCUMENT VOLUME 02. 3. b. b. Topcoat: Varnish. MPI #4]. MPI #78]. MPI #77]. High-Build Epoxy System: a. c. aliphatic polyurethane. Intermediate Coat: Epoxy. interior/exterior[. E. MPI #115]. low gloss[. D. Clear Two-Component Polyurethane System: a. Topcoat: Epoxy. Epoxy-Modified Latex System: a. Page 12 of 16 High-Performance Coatings . aliphatic polyurethane. d. MPI #115]. 2. b. interior/exterior[. CMU Substrates: 1. gloss (Gloss Level 6)[. interior. gloss (Gloss Level 6)[. gloss[. MPI #115]. c. latex. high-build. 2. zinc-rich. 3. MPI #108]. Intermediate Coat: Epoxy-modified latex. Topcoat: Epoxy. MPI #78]. MPI #77]. for metal[. MPI #77]. high-build. Prime Coat: Varnish. Prime Coat: Primer. two-component (Gloss Level 6 or 7)[. Block Filler: Block filler. gloss (Gloss Level 6)[. gloss (Gloss Level 6)[. interior. gloss[. Block Filler: Block filler. MPI #4]. Epoxy-Modified Latex System: a. b. d. Epoxy System: a. Prime Coat: Epoxy-modified latex. Intermediate Coat: Varnish. MPI #108]. interior. c. b. MPI #116]. MPI #77]. Division 09 Section099600 Prime Coat: Primer. b. gloss[. gloss[. Topcoat: Epoxy. Topcoat: Epoxy. Intermediate Coat: Epoxy-modified latex. MPI #77]. anti-corrosive. Topcoat: Epoxy-modified latex. Prime Coat: Epoxy. two-component (Gloss Level 6 or 7)[. MPI #20]. MPI #101]. interior. Intermediate Coat: Epoxy. interior. Epoxy System: a. UAE Title: DOCUMENT VOLUME 02. two-component (Gloss Level 6 or 7)[. c. DUBAI. Steel Substrates: 1. aliphatic polyurethane. Topcoat: Epoxy-modified latex. 2. c. MPI #115]. epoxy[. epoxy. MPI #77].Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. gloss[. gloss (Gloss Level 6)[.01 GENERAL SPECIFICATIONS ARCHITECTURE a. c. Intermediate Coat: Epoxy. MPI #78]. latex. epoxy[. Block Filler: Block filler. MPI #115]. low gloss[. gloss[. gloss[. water based[. gloss[. two-component. pigmented. epoxy. gloss (Gloss Level 6)[. MPI #77]. c. c. pigmented. Intermediate Coat: Epoxy-modified latex.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 4. Division 09 Section099600 Prime Coat: Primer. b. MPI #77]. gloss (Gloss Level 6)[. b. 8. Topcoat: Polyurethane. anti-corrosive. b. Intermediate Coat: Epoxy. Topcoat: Epoxy-modified latex. Pigmented Polyurethane over Inorganic Zinc-Rich Primer System: a. Epoxy-Modified Latex System: a. Intermediate Coat: Polyurethane. Epoxy System: a. c. Page 13 of 16 gloss (Gloss High-Performance Coatings . 3. 6. Intermediate Coat: Epoxy. Topcoat: Epoxy-modified latex. Intermediate Coat: Epoxy. two-component. b. two-component. for metal[. interior. MPI #77]. pigmented. gloss (Gloss Level 6)[. Prime Coat: Primer. MPI #115]. Level 6)[. c. Pigmented Polyurethane System: a. MPI #19]. Topcoat: Epoxy. MPI #77]. epoxy. gloss (Gloss Level 6)[. b. MPI #101]. MPI #72]. UAE Title: DOCUMENT VOLUME 02. 5. pigmented. b. epoxy. c. two-component. gloss[. as recommended in writing by topcoat manufacturer. interior. interior. rust-inhibitive. MPI #115]. as recommended in writing by topcoat manufacturer. gloss (Gloss Level 6)[. c. Prime Coat: Primer. rust-inhibitive. MPI #72]. Topcoat: Polyurethane. Topcoat: Polyurethane. gloss (Gloss Level 6)[. two-component. interior.01 GENERAL SPECIFICATIONS ARCHITECTURE b. c. Topcoat: Epoxy. Intermediate Coat: Epoxy-modified latex. as recommended in writing by topcoat manufacturer. pigmented. MPI #72]. DUBAI. inorganic[. zinc-rich. gloss[. MPI #107]. Prime Coat: Primer. MPI #72]. 7. MPI #115]. Prime Coat: Primer. MPI #77]. MPI #72]. gloss (Gloss Level 6)[. Epoxy-Modified Latex System: a. MPI #115]. Intermediate Coat: Polyurethane. Prime Coat: Primer. Pigmented Polyurethane System: a. gloss (Gloss Level 6)[. gloss[. pigmented. pigmented. for metal[. b. MPI #77]. MPI #101]. 12.01 GENERAL SPECIFICATIONS ARCHITECTURE 9. two-component. Prime Coat: Primer. gloss (Gloss Level 6)[. epoxy. Epoxy System: a. Topcoat: Polyurethane. MPI #20]. gloss Level 6)[. low gloss[. inorganic[. UAE Title: DOCUMENT VOLUME 02. MPI #72]. MPI #72]. zinc-rich. Epoxy System: a. (Gloss Pigmented Polyurethane over High-Build Epoxy System: a. Galvanized-Metal Substrates: 1. Primer. pigmented. epoxy. b. epoxy[. Pigmented Polyurethane over High-Build Epoxy System: a. c. Topcoat: Polyurethane. b. Pigmented Polyurethane over Epoxy Zinc-Rich Primer System: a. c. Level 6)[. Division 09 Section099600 Prime Coat: manufacturer. Intermediate Coat: As recommended in writing by topcoat manufacturer. high-build. MPI #108]. anti-corrosive. c. as recommended in writing by topcoat Page 14 of 16 High-Performance Coatings . Intermediate Coat: As recommended in writing by topcoat manufacturer. as recommended in writing by topcoat manufacturer. two-component. b. Pigmented Polyurethane over Inorganic Zinc-Rich Primer System: a. gloss[. MPI #101]. pigmented. MPI #19]. two-component. for metal[. c. DUBAI. c. Intermediate Coat: Epoxy. Topcoat: Polyurethane. MPI #72]. MPI #72]. Intermediate Coat: Epoxy. b. Prime Coat: Primer. MPI #72]. gloss[. anti-corrosive. MPI #20]. MPI #77]. MPI #77]. gloss (Gloss Prime Coat: Primer. 2. 13. 10. c. Topcoat: Epoxy. Prime Coat: Primer. high-build. gloss[. gloss (Gloss Level 6)[. zinc-rich. Topcoat: Polyurethane. epoxy. zinc-rich. epoxy. epoxy[. Prime Coat: Primer. two-component. low gloss[. MPI #108]. pigmented. 11. Intermediate Coat: Epoxy. F. Prime Coat: Primer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. two-component. Topcoat: Polyurethane. b. Pigmented Polyurethane over Epoxy Zinc-Rich Primer System: a. gloss (Gloss Level 6)[. Intermediate Coat: Epoxy. c. pigmented. gloss (Gloss Level 6)[. 2. two-component. b. Prime Coat: Epoxy. Epoxy System: a. MPI #72]. Topcoat: Polyurethane. MPI #72]. MPI #77]. Pigmented Polyurethane System: a. two-component. Topcoat: Epoxy. 3. gloss[. gloss (Gloss Pigmented Polyurethane System: a. b. Topcoat: Polyurethane.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Intermediate Coat: Polyurethane. c. two-component. c. b. MPI #72]. pigmented. MPI #77]. MPI #80]. b. two-component. gloss (Gloss Level 6)[. Wood Substrates: 1. gloss[. H. Intermediate Coat: Epoxy. gloss[. gloss[. c. c. Epoxy System: a. Pigmented Polyurethane System: a. Topcoat: Epoxy. Intermediate Coat: As recommended in writing by topcoat manufacture. Aluminum (Not Anodized or Otherwise Coated) Substrates: 1. Intermediate Coat: Epoxy. Intermediate Coat: Epoxy. vinyl wash[. gloss[. gloss (Gloss Level 6)[. Intermediate Coat: Polyurethane. gloss (Gloss Level 6)[. G. MPI #72]. MPI #77]. b. Level 6)[. MPI #77]. MPI #77]. MPI #80]. Prime Coat: Primer. vinyl wash[. b. Topcoat: Epoxy. two-component. Pigmented Polyurethane System: a. MPI #77]. MPI #77]. MPI #77]. gloss (Gloss Level 6)[. two-component. gloss[. 2. Intermediate Coat: Epoxy. Prime Coat: Primer. gloss[. pigmented. Topcoat: Polyurethane. Prime Coat: Primer. Page 15 of 16 High-Performance Coatings . DUBAI. pigmented. as recommended in writing by topcoat manufacturer. 3. gloss[. c. UAE Title: DOCUMENT VOLUME 02. MPI #72]. MPI #72]. Division 09 Section099600 Prime Coat: Polyurethane. Prime Coat: As recommended in writing by topcoat manufacture. pigmented. pigmented. epoxy.01 GENERAL SPECIFICATIONS ARCHITECTURE b. Prime Coat: Primer sealer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Epoxy-Modified Latex System: a. MPI #77]. UAE Title: DOCUMENT VOLUME 02. MPI #50]. Level 6)[. latex. Epoxy System: a. 2. Intermediate Coat: Epoxy. gloss[. Prime Coat: Primer sealer. MPI #77].01 GENERAL SPECIFICATIONS ARCHITECTURE c. gloss (Gloss [Gypsum Board] [Plaster] Substrates: 1. latex. interior[. Topcoat: Epoxy. c. END OF SECTION 099600 Division 09 Section099600 Page 16 of 16 High-Performance Coatings . pigmented. Intermediate Coat: Epoxy-modified latex. MPI #50]. MPI #115]. gloss[. MPI #115]. DUBAI. Topcoat: Polyurethane. b. gloss (Gloss Level 6)[. interior[. interior. b. Topcoat: Epoxy-modified latex. I. interior. two-component. c. gloss (Gloss Level 6)[. MPI #72]. .0 1.0 3. INSPECTION…….…………………………….3 1.……………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099601 – ANTI CARBONATION PAINT TABLE OF CONTENTS 1.……………………………………………………………………………… PREPARATION…………………………………………………………………………………… APPLICATION……………………………………………………………………………………. DELIVERY.1 1..……………….2 3.……………………………………………… 3 3 3. UAE Title: DOCUMENT VOLUME 02..…………….…………………………………………………………… SUBMITTALS ………..1 PRODUCTS……………………………………………………………………………………… ACCEPTABLE MANUFACTURER.3 EXECUTION…………………………………………………………………………………….1 3. STORAGE AND HANDLING.……………………………………………………… 2 2 2 2 3 2.. 4 4 4 5 Division 09 Section 099601 Page 1 of 5 Anticarbonation Paint .. DUBAI.2 1.……………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.4 GENERAL………………………………………………………………………………………… SUMMARY………….0 2. QUALITY ASSUIRANCE…………………………………………………………………………. Concrete shall be moisture cured for a minimum of 7 days. Conduct bond test for surface preparation evaluation prior to application of coating system. C. Division 09 Section 099601 Page 2 of 5 Anticarbonation Paint . sealants and substrate repair materials from coating manufacturer. Label each Sample for location and application area. Installer (Applicator) Qualifications: An experienced applicator who has specialized in installing work similar in material. Flooring manufacturer representative shall perform and document the bond testing. Submit Samples on rigid backing.3 QUALITY ASSURANCE A. Coordinate with requirements for paints and coatings. 3. Laboratory Test Reports for Credit EQ 4: For paints and coatings. Obtain primary materials. c. and extent to that indicated for this Project and who is acceptable to manufacturer.2 SUBMITTALS 1. The concrete must be fully cured for a minimum of 28 days prior to application of the coating system. including primers. LEED-CI. 2. Samples for Initial Selection: For each type of topcoat product indicated. documentation indicating that they meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. b. including printed statement of VOC content. c. UAE Title: DOCUMENT VOLUME 02.2" Subparagraph below applies to LEED-NC. Step coats on Samples to show each coat required for system. B. 2. LEED/EHS Submittals: a.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 099601 – ANTI CARBONATION PAINT PART 1 – GENERAL 1.1 SUMMARY This Section includes surface preparation and the application of paint system on interior parking walls. Pre Installation Bond Testing: 1.2: For paints and coatings. D. Label each coat of each Sample.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Source Limitations: 1. d. Product Data for Credit EQ 4. Use coating of a single manufacturer. a. Obtain secondary materials of type and from source recommended by coating manufacturer. b. 200 mm square. 1. 4. "Laboratory Test Reports for Credit EQ 4" Subparagraph below applies to LEED for Schools. Product Data: For each type of product indicated. and LEED-CS. 2. Samples for Verification: For each type of paint system and each colour and gloss of topcoat indicated." 1. d. design. "Product Data for Credit EQ 4. DUBAI. Colour. Locate mock-up in the location and of the size indicated or. 7.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Demonstrate the proposed range of aesthetic effects and workmanship. Water-based protective coating based on a special acrylic polymer. E.1 ACCEPTABLE MANUFACTURER 1. 4.4 DELIVERY. as directed by the Engineer. All products shall be manufactured under BS EN ISO 9001 / ISO 14001 conditions and have a proven successful track record of use in similar applications under local ambient conditions. 1. dry location protected from exposure to direct sunlight. 1. 2. STORAGE AND HANDLING A. Perform two tests minimum or one bond test per 200m2 of floor area or one in each location where the concrete is clearly seen to be of different construction 4. the Contractor shall replace (at the contractors cost) until the required standard is achieved as judged by the Engineer 3. and standard of workmanship. Lot or batch number. colour. Store materials in a clean. maintain environmental conditions within range recommended in writing by manufacturer. Date of manufacture and shelf life.01 MATERIALS A. joint and crack treatment. Obtain written approval of mock-up from the Engineer before starting works 5. FOSROC LLC 1. Maintain mock-ups during construction in an undisturbed condition as a standard for judging the completed Work. 4. DUBAI. Document bond test by locating bond test on record drawings and identifying actual bond test specimen to location on drawings. If the required standard is not achieved. B. 5. Type of material. Maintain test specimens at project office until completion of work. Approved mock-ups in an undisturbed condition at the time of Substantial Completion may become part of the completed work if approved by the engineer. 6. Mock-ups: Apply each type of coating to at least 10 sq. Build Mock-up to the satisfaction of the Engineer. Mixing and application instructions. 2. if not indicated. m of substrate to demonstrate surface preparation. In storage areas. PART 2 – PRODUCTS 2. B. 6. 5. Deliver materials in original packages and containers with seals unbroken and bearing manufacturer's labels showing the following information: 1. Manufacturer's brand name. 3. UAE Title: DOCUMENT VOLUME 02. Directions for storage. thickness.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. texture. Division 09 Section 099601 Page 3 of 5 Anticarbonation Paint . laitance and the presence of contaminants shall be notified to the Engineer in writing. friable concrete.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 09 Section 099601 Page 4 of 5 Anticarbonation Paint . 3. oil grease or any other contaminant that may adversely affect adhesion.1 INSPECTION 1.0 metres (Taywood method) (c) Static crack accommodation of not less than 2mm (BRE). both ready for immediate site use. The cured mortar shall achieve a compressive strength of 70 N/mm2. New concrete Work shall have been cured for a minimum of 28 days prior to the application of the flooring system. DUBAI. UAE Title: DOCUMENT VOLUME 02. a two component polymer modified cementitious repair material shall be used. 2. prior to the commencement of this work. stabilising primer which is supplied as a clear liquid and is based on an acrylic resin and a silane-siloxane dissolved in a penetrating organic carrier and a single component elastomeric pigmented coating.0 N/mm² as per BS 1881. a flexural strength of 20 N/mm2 and a tensile strength of 10 N/mm2 when tested at 28 days. 2. The water absorption of the cured mortar shall not exceed 0. (e) Tear resistance (ASTM D624 . Any unsatisfactory conditions such as weak. (d) Adhesion greater than 1. Application shall not commence until unsatisfactory conditions have been corrected to the approval of the Engineer. dry and free of laitance.2 PREPARATION Preparation of Substrate: 1. Weak or damaged concrete is to be removed and replaced with a high strength threecomponent epoxy resin repair mortar.01 GENERAL SPECIFICATIONS ARCHITECTURE The complete system also includes a film-forming. The installer shall examine the substrate and conditions under which the coating system is to be applied.2%. For blow holes. 3. The surface to be coated must be clean.94) 15 N/mm² (f) Reduction in water absorption >80% (g) Reduction in chloride ion penetration >80% PART 3 – EXECUTION The manufacturer’s recommendations shall be followed at all times and the execution process will be subject to the Engineer’s approval of a comprehensive method statement. and shall provide: (a) CO2 diffusion resistance not less than 240mm equivalent of air thickness and 50cm equivalent of 30N concrete (Taywood method) (b) A water vapour transmission resistance (SD) of not more than 1. shrinkage cracks and concrete imperfections from 0-10mm. The total dry film thickness of the protective coating system shall be not less than 200 microns. Application shall only commence following completion of MEP final fix works and all finishing works in the car park. 4. 5. 6. The Contractor shall submit a full method statement for the Engineer's approval prior to the commencement of application. totally free of traffic. Curing times shall be in accordance with manufacturer's recommendations. 3. After final application the flooring system shall be left to cure. for a minimum period of 4 days at 20°C. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.3 APPLICATION 1. squeegee or airless spray. Materials shall be evenly applied by paint roller. Substrate temperature is to be between 5°C and 35°C at the time of application. 2. END OF SECTION 099601 Division 09 Section 099601 Page 5 of 5 Anticarbonation Paint . Mixing shall be carried out in a controlled environment and in accordance with manufacturer's recommendations. Application of the coating system shall take place in dry conditions with the ambient air temperature between 5ºC and 45ºC. 7. UAE Title: DOCUMENT VOLUME 02. Any mixing required for two component materials shall be thorough to ensure materials are streak-free. No thinning will be allowed.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. DIVISION 10 ________________________________________________________________________ SPECIALTIES . ……………….……………………………………………………….……………………………………………………………… WALL GUARDS…………….6 1.5 1.3 1.. INSTALLATION….………………...4 PRODUCTS……………………………………………………………………………………….2 2.1 2..………………………………………..0 3. 3 3 4 5 6 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 102600 – WALL AND DOOR PROTECTION TABLE OF CONTENTS 1. MATERIALS………………………....Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2.1 1. UAE Title: DOCUMENT VOLUME 02.…………………………………………….………………………………………………………. QUALITY ASSURANCE………………………………………………………………………….…………………………………………………………… PERFORMANCE REQUIREMENTS.…………………………………………………. 7 7 Division 10 Section 102600 SF Page 1 of 8 Wall and Door Protection . 2 2 2 2 2 3 3 3 2..……………………………………………………………………………….0 1. DUBAI. INFORMATIONAL SUBMITTALS……….……………………………………………..7 GENERAL………………………………………………………………………………………… SUMMARY………….1 EXECUTION…………………………………………………………………………………….. CORNER GUARDS……………………………………………………………………………….. HANDRAILS………………………………….………………………. WARRANTY……………………………………………………………………………………….2 1.……………….. ACTION SUBMITTALS…………….3 2.. CLOSEOUT SUBMITTALS………………...4 1.. 1. SUMMARY Section Includes: 1. B. Uniform load of 0. Product Data for Credit IEQ 4. DUBAI.3 A. documentation including printed statement of VOC content. Impact-resistant handrails. PERFORMANCE REQUIREMENTS Structural Performance: Provide handrails capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. 3. Laboratory Test Reports for Credit IEQ 4: For adhesives. UAE Title: DOCUMENT VOLUME 02. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 102600 – WALL AND DOOR PROTECTION PART 1 ." Shop Drawings: For each impact-resistant wall protection unit. 2. 1. ACTION SUBMITTALS Product Data: For each type of product indicated.89 kN applied in any direction. Uniform and concentrated loads need not be assumed to act concurrently.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Concentrated load of 0. details. include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. LEED/EHS Submittals: 2.2 A.73 kN/m applied in any direction.1: For adhesives. Wall guards. For installed products indicated to comply with design loads. 2. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. INFORMATIONAL SUBMITTALS Material certificates.4 A. Corner guards. Division 10 Section 102600 SF Page 2 of 8 Wall and Door Protection .1 A. and attachments to other work. 1. C. 300 mm long. 1. B. D. Material test reports. 1. Include sections. Samples: For each exposed product and for each color and texture specified.GENERAL 1. 7 A. Deterioration of plastic and other materials beyond normal use. Structural failures. but are not limited to. D. the following: a.1 A. 2. Flame-Spread Index: 25 or less. high-impactresistant PVC or acrylic-modified vinyl plastic with integral color throughout.5 A. 1. b.6 A. 2.01 GENERAL SPECIFICATIONS ARCHITECTURE C. Failures include. chemical. Test Method A. QUALITY ASSURANCE Installer Qualifications: An employer of workers trained and approved by manufacturer. WARRANTY Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of impact-resistant wall protection units that fail in materials or workmanship within specified warranty period. Smoke-Developed Index: 450 or less. Chemical and Stain Resistance: Tested according to [ASTM D 543] and/or [ASTM D 1308] <Insert test standard>. 3. Warranty: Sample of special warranty. Warranty Period: Five years from date of Substantial Completion. Regulatory Requirements: Comply with applicable provisions in [the U.S. Preinstallation Conference: Conduct conference at Project site 1. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines] [and] [ICC/ANSI A117. 1. 5. PART 2 .PRODUCTS 2. 1. CLOSEOUT SUBMITTALS Maintenance data. textured. B. Class 1. Division 10 Section 102600 SF Page 3 of 8 Wall and Door Protection .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Self-extinguishing when tested according to ASTM D 635. MATERIALS PVC Plastic: ASTM D 1784. Impact Resistance: Minimum [1356 J/m] of notch when tested according to ASTM D 256. 1. or UL 723 by UL or another qualified testing agency. 4. DUBAI. UAE Title: DOCUMENT VOLUME 02.and stain-resistant. NFPA 255.1]. C. Surface-Burning Characteristics: As determined by testing identical products per ASTM E 84. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE B. Polycarbonate Plastic Sheet: ASTM D 6098, S-PC01, Class 1 or 2, abrasion resistant; with a minimum impact-resistance rating of 800 J/m of notch when tested according to ASTM D 256, Test Method A. C. Aluminum Extrusions: Alloy and temper recommended by manufacturer for type of use and finish indicated, but with not less than strength and durability properties specified in ASTM B 221M for Alloy 6063-T5. D. Fasteners: Aluminum, nonmagnetic stainless-steel, or other noncorrosive metal screws, bolts, and other fasteners compatible with items being fastened. Use security-type fasteners where exposed to view. E. Adhesive: As recommended by impact-resistant plastic wall protection manufacturer and with a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). F. Adhesive: As recommended by impact-resistant plastic wall protection manufacturer and that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." 2.2 A. WALL GUARDS Crash Rail : Heavy-duty assembly consisting of continuous snap-on plastic cover installed over concealed retainer system; designed to withstand impacts. 1. 2. 3. Manufacturers: Subject to compliance with requirements, provide products that may be incorporated into the Work for Engineers approval. Basis-of-Design Product: Subject to compliance with requirements, or comparable product for the Engineers Approval. Cover: Extruded rigid plastic, minimum 2.5-mm wall thickness; in dimensions and profiles indicated on Drawings. a. b. 4. 5. 6. 7. 8. 9. B. Surface: Uniform Color and Texture: As selected by Architect from manufacturer's full range Continuous Retainer: Minimum 2.0-mm- thick, one-piece, extruded aluminum. Retainer Clips: Manufacturer's standard impact-absorbing clips designed for heavyduty performance. Bumper: Continuous rubber or vinyl bumper cushion(s). End Caps and Corners: Prefabricated, injection-molded plastic; matching color cover; field adjustable for close alignment with snap-on cover. Accessories: Concealed splices and mounting hardware. Mounting: Surface mounted directly to wall. Bumper Rail: Assembly consisting of continuous snap-on plastic cover installed over concealed, continuous retainer; designed to withstand impacts. Division 10 Section 102600 SF Page 4 of 8 Wall and Door Protection Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. 3. Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work. Basis-of-Design Product: Subject to compliance with requirements, or comparable product Revise description in first subparagraph below to suit product for engineers approval. Cover: Extruded rigid plastic, minimum 2.0-mm wall thickness; in dimensions and profiles indicated on Drawings. a. 4. 5. 6. 7. 8. 9. C. Continuous Retainer: Minimum 2.0-mm- thick, one-piece, extruded aluminum. Retainer Clips: Manufacturer's standard impact-absorbing clips. Bumper: Continuous rubber or vinyl bumper cushion(s). End Caps and Corners: Prefabricated, injection-molded plastic; [matching color] cover; field adjustable for close alignment with snap-on cover. Accessories: Concealed splices and mounting hardware. Mounting: [Surface mounted directly to wall] Rub Rail : Assembly consisting of continuous snap-on cover installed over concealed, continuous retainer. 1. 2. 3. Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work. Basis-of-Design Product: Subject to compliance with requirements, or comparable product Cover: Extruded rigid plastic minimum 2.0-mm wall thickness; in dimensions and profiles indicated on Drawings. a. 4. 5. 6. 7. 2.3 A. Color and Texture: As selected by Architect from manufacturer's full range Color and Texture: As selected by Architect from manufacturer's full range Retainer: Minimum 1.6-mm- thick, one-piece, extruded aluminum. End Caps and Corners: Prefabricated, injection-molded plastic; color matching cover; field adjustable for close alignment with snap-on cover. Accessories: Concealed splices and mounting hardware. Mounting: Surface mounted directly to wall. HANDRAILS Impact-Resistant Plastic Handrails:Assembly consisting of snap-on plastic cover installed over continuous retainer. 1. 2. Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work. Basis-of-Design Product: Subject to compliance with requirements, or comparable product Division 10 Section 102600 SF Page 5 of 8 Wall and Door Protection Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Cover: Minimum [2.0-mm-] [2.5-mm-] <Insert dimension> thick, extruded rigid plastic; in dimensions and profiles indicated on Drawings. a. b. Single Handrail: Cylindrical tube profile cover with continuous retainer; with mounting brackets supporting bottom of rail. Bumper Rail: Cover with flat front side; with 38-mm- diameter gripping surface and finger recess on back side; supported by concealed, continuous retainer and extended mounting brackets. 1) c. 4. 5. 6. 7. 2.4 A. Color and Texture: As selected by Architect from manufacturer's full range Retainer: Minimum 2.0-mm- thick, one-piece, extruded aluminum. Mounting Bracket: Extended mounting on [injection-molded plastic] [anodizedaluminum] <Insert description> mounting brackets. End Caps and Corners: Prefabricated, injection-molded plastic; [matching color] [contrasting with color] <Insert color> cover; field adjustable for close alignment with snap-on cover. Accessories: Concealed splices, cushions, and mounting hardware. CORNER GUARDS Surface-Mounted, Resilient, Plastic Corner Guards <Insert drawing designation>: Assembly consisting of snap-on plastic cover installed over continuous retainer; including mounting hardware; fabricated with 90- or 135-degree turn to match wall condition. 1. 2. 3. Manufacturers: Subject to compliance with requirements products that may be incorporated into the Work. Basis-of-Design Product: Subject to compliance with requirements, or comparable product Cover: Extruded rigid plastic, minimum 2.5-mm wall thickness; in dimensions and profiles indicated on Drawings. a. 4. 5. 6. B. Bumper Surface: Smooth Color and Texture: As selected by Architect from manufacturer's full range Retain one of first two subparagraphs below. Retainer: Minimum 1.5-mm- thick, one-piece, extruded aluminum Retainer Clips: Manufacturer's standard impact-absorbing clips. Top and Bottom Caps: Prefabricated, injection-molded plastic; color matching cover; field adjustable for close alignment with snap-on cover. Fire-Rated, Resilient, Plastic Corner Guards: Assembly consisting of snap-on plastic cover that is flush with adjacent wall surface, installed over continuous retainer and intumescent fire barrier; including mounting hardware; fabricated with 90- or 135-degree turn to match wall condition; full wall height. Division 10 Section 102600 SF Page 6 of 8 Wall and Door Protection Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. 2. 3. 4. Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work Basis-of-Design Product: Subject to compliance with requirements, or comparable product Fire Rating: Same rating as wall in which corner guard is installed]; UL listed and labeled according to UL 2079. Cover: Extruded rigid plastic, minimum wall thickness; in dimensions and profiles indicated on Drawings. a. 5. 6. Color and Texture: As selected by Architect from manufacturer's full range Retainer: Minimum 1.8-mm- thick, one-piece, extruded aluminum. Aluminum Cove Base: Nominal 150 mm high. PART 3 - EXECUTION 3.1 A. INSTALLATION General: Install impact-resistant wall protection units level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work. 1. 2. Install impact-resistant wall protection units in locations and at mounting heights indicated on Drawings. Provide splices, mounting hardware, anchors, and other accessories required for a complete installation. a. b. c. Provide anchoring devices to withstand imposed loads. Where splices occur in horizontal runs of more than 6.1 m, splice aluminum retainers and plastic covers at different locations along the run, but no closer than 305 mm. Adjust end and top caps as required to ensure tight seams. B. Immediately after completion of installation, clean plastic covers and accessories using a standard, ammonia-based, household cleaning agent. C. Remove excess adhesive using methods and materials recommended in writing by manufacturer. END OF SECTION 102600 Division 10 Section 102600 SF Page 7 of 8 Wall and Door Protection Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE Division 10 Section 102600 SF Page 8 of 8 Wall and Door Protection Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 104413 – FIRE PROTECTION CABINETS TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 1.5 GENERAL………………………………………………………………………………………… SUMMARY………….………………..…………………………………………………………… ACTION SUBMITTALS…………….……………….…………………………………………….. CLOSEOUT SUBMITTALS………………..………………………………………………………. COORDINATION………………………..………………………………………………………. SEQUENCING…………………………..………………………………………………………. 2 2 2 2 2 2 2.0 2.1 2.2 2.3 PRODUCTS………………………………………………………………………………………. PERFORMANCE REQUIREMENTS……………………………………………………………… FIRE PROTECTION CABINET..………………………..………………………………………... FABRICATION……………………………….…………………………………………………... 2 2 2 4 3.0 3.1 EXECUTION…………………………………………………………………………………….. INSTALLATION…..………………………………………………………………………………. 4 4 Division 10 Section 104413 SF Page 1 of 4 Fire Protection Cabinets Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 104413 – FIRE PROTECTION CABINETS PART 1 - GENERAL 1.1 A. SUMMARY Section includes fire-protection cabinets for portable fire extinguishers. 1.2 A. ACTION SUBMITTALS Product Data: For each type of product. B. Shop Drawings: For fire-protection cabinets. 1.3 A. CLOSEOUT SUBMITTALS Maintenance data. 1.4 A. COORDINATION Coordinate size of fire-protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated. B. 1.5 A. Coordinate sizes and locations of fire-protection cabinets with wall depths. SEQUENCING Apply [decals] [vinyl lettering] on field-painted fire-protection cabinets after painting is complete. PART 2 - PRODUCTS 2.1 A. PERFORMANCE REQUIREMENTS Fire-Rated Fire-Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire-resistance rating of walls where they are installed. 2.2 A. FIRE-PROTECTION CABINET Cabinet Type: Suitable for fire extinguisher. 1. 2. B. Products: Subject to compliance with requirements, products that may be incorporated into the Work Basis-of-Design Product: Subject to compliance with requirements, or comparable product Cabinet Construction: 2-hour fire rated. Division 10 Section 104413 SF Page 2 of 4 Fire Protection Cabinets Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Fire-Rated Cabinets: Construct fire-rated cabinets with double walls fabricated from 0.043-inch- (1.09-mm-) thick cold-rolled steel sheet lined with minimum 5/8-inch- (16mm-) thick fire-barrier material. Provide factory-drilled mounting holes. C. Cabinet Material: [Cold-rolled steel sheet] [Aluminum sheet] [Stainless-steel sheet]. D. Recessed Cabinet: 1. 2. 3. Trimless with Concealed Flange: Surface of surrounding wall finishes flush with exterior finished surface of cabinet frame and door, without overlapping trim attached to cabinet. Provide recessed flange, of same material as box, attached to box to act as plaster stop Trimless with Hidden Flange: Flange of same metal and finish as box overlaps surrounding wall finish and is concealed from view by an overlapping door. Exposed Flat Trim: One-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). E. Cabinet Trim Material: Stainless-steel sheet F. Door Material: Stainless-steel sheet G. Door Style: Fully glazed, frameless, backless, acrylic panel H. Door Glazing: Tempered break glass 1. 2. 3. Acrylic Sheet Color: [Clear] [Bronze] transparent acrylic sheet. Acrylic Sheet Color: Clear transparent acrylic sheet painted [white] [red] [black] on unexposed side. Acrylic Bubble Color: Clear transparent. I. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. J. Accessories: 1. 2. 3. Break-Glass Strike: Manufacturer's standard metal strike, complete with chain and mounting clip, secured to cabinet. Door Lock: [Cam lock that allows door to be opened during emergency by pulling sharply on door handle] Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as directed by Architect. a. Identify fire extinguisher in fire-protection cabinet with the words "[FIRE EXTINGUISHER 1) 2) Division 10 Section 104413 SF Location: Applied to [location indicated on Drawings]. Application Process: Decals Page 3 of 4 Fire Protection Cabinets Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 3) 4) K. Materials: 1. Stainless Steel: ASTM A 666, Type 304. a. 2. 3. Finish: No. 4 directional satin finish Copper Alloy, Brass: ASTM B 36/B 36M, alloy [as standard with manufacturer] <Insert requirements>. a. Finish: [Polished] [Satin] [As selected by Architect from full range of industry finishes] <Insert finish>. Copper Alloy, Bronze: ASTM B 36/B 36M, alloy [as standard with manufacturer] <Insert requirements>. a. 2.3 A. Lettering Color: Red Orientation: As indicated on Drawings. Finish: [Mirror polish] [Satin polish] [Satin oxidized oil rub] [Clear baked enamel] [Match Architect's sample] [As selected by Architect from full range of industry finishes] <Insert finish>. FABRICATION Fire-Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. PART 3 - EXECUTION 3.1 A. INSTALLATION Prepare recesses for recessed fire-protection cabinets as required by type and size of cabinet and trim style. B. Install fire-protection cabinets in locations and at mounting heights indicated[ or, if not indicated, at heights acceptable to authorities having jurisdiction.] C. Fire-Protection Cabinets: Fasten cabinets to structure, square and plumb. D. Identification: Apply decals at locations indicated. E. Adjust fire-protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly. END OF SECTION 104413 Division 10 Section 104413 SF Page 4 of 4 Fire Protection Cabinets Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 104416 – FIRE EXTINGUISHERS TABLE OF CONTENTS 1.0 1.1 1.2 1.3 1.4 1.5 1.6 GENERAL………………………………………………………………………………………… SUMMARY………….………………..…………………………………………………………… ACTION SUBMITTALS…………….……………….…………………………………………….. INFORMATIONAL SUBMITTALS………..………………………………………………………. CLOSEOUT SUBMITTALS………………..………………………………………………………. COORDINATION………………………..………………………………………………………. WARRANTY……………….……………………………………………………………………… 2 2 2 2 2 2 2 2.0 2.1 2.2 2.3 PRODUCTS………………………………………………………………………………………. PERFORMANCE REQUIREMENTS……………………………………………………………… PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS…………………………………………... MOUNTING BRACKETS…………………….…………………………………………………... 2 2 3 3 3.0 3.1 EXECUTION…………………………………………………………………………………….. INSTALLATION…..………………………………………………………………………………. 4 4 Division 10 Section 104416 SF Page 1 of 4 Fire Extinguishers Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 104416 – FIRE EXTINGUISHERS PART 1 - GENERAL 1.1 A. SUMMARY Section includes portable, hand-carried fire extinguishers and mounting brackets for fire extinguishers. 1.2 A. ACTION SUBMITTALS Product Data: For each type of product. 1.3 A. INFORMATIONAL SUBMITTALS Warranty: Sample of special warranty. 1.4 A. CLOSEOUT SUBMITTALS Operation and maintenance data. 1.5 A. COORDINATION Coordinate type and capacity of fire extinguishers with fire-protection cabinets to ensure fit and function. 1.6 A. WARRANTY Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace fire extinguishers that fail in materials or workmanship within specified warranty period. 1. Warranty Period: [Six] <Insert number> years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 A. PERFORMANCE REQUIREMENTS NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire Extinguishers." B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. Division 10 Section 104416 SF Page 2 of 4 Fire Extinguishers Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH, DUBAI, UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.2 A. PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS Fire Extinguishers: Type, size, and capacity for each fire-protection cabinet and mounting bracket indicated. 1. 2. 3. Manufacturers: Subject to compliance with requirements, provide products that may be incorporated into the Work. Basis-of-Design Product: Subject to compliance with requirements, or comparable product Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B, and bar coding for documenting fire-extinguisher location, inspections, maintenance, and recharging. B. Stored-Pressure Water Type:UL-rated 2-A, 9.5-L nominal capacity, with water in stainless-steel container; with pressure-indicating gage. C. Multipurpose Dry-Chemical Type: UL-rated 2.5 gal nominal capacity, with monoammonium phosphate-based dry chemical in manufacturer's standard enameled container. D. Carbon Dioxide Type: UL-rated 10-B:C, 6.8-kg nominal capacity, with carbon dioxide in manufacturer's standard enameled-metal container. E. Clean-Agent Type in Steel Container : UL-rated [1-A:10-B:C, 4.5-kg] nominal capacity, with HFC blend agent and inert material in enameled-steel container; with pressure-indicating gage. 2.3 A. MOUNTING BRACKETS Mounting Brackets: Manufacturer's standard[ galvanized] steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or [red] [black] baked-enamel finish. B. 1. Manufacturers: Subject to compliance with requirements, provide products that may be incorporated into the Work. 2. Basis of Design Product: Subject to compliance with requirements, provide comparable product for engineers approval. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated by Architect. 1. Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter decals applied to mounting surface. a. Orientation: [Vertical] [Horizontal]. Division 10 Section 104416 SF Page 3 of 4 Fire Extinguishers 1 A. Remove and replace damaged. defective.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . 1. B. INSTALLATION Examine fire extinguishers for proper charging and tagging. or undercharged fire extinguishers.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. END OF SECTION 104416 Division 10 Section 104416 SF Page 4 of 4 Fire Extinguishers . at locations indicated.EXECUTION 3. C. DUBAI. Install fire extinguishers[ and mounting brackets in locations indicated and in compliance with requirements of authorities having jurisdiction. Mounting Brackets: Fasten mounting brackets to surfaces. UAE Title: DOCUMENT VOLUME 02. 1. Mounting Brackets: [1372 mm] above finished floor to top of fire extinguisher. square and plumb. 1 EXECUTION…………………………………………………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 105123 – PLASTIC-LAMINATE-CLAD LOCKERS TABLE OF CONTENTS 1. FABRICATION…………………………………………………………………………………….…………………………………………………………… ACTION SUBMITTALS ……….6 PRODUCTS……………………………………………………………………………………….1 2. DELIVERY.1 1.4 1.0 2. HARDWARE……………………………………………………………………………………….. 4 4 4 6 6 7 8 3.………………………………………………………..2 2.…………………………….………………………………………………….8 GENERAL………………………………………………………………………………………… SUMMARY………….……………………………………………………………………………… 8 8 Division 10 Section 105123 SF Page 1 of 9 Plastic-Laminate-Clad Lockers . STORAGE AND HANDLING.2 1.7 1. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. PERFORMANCE REQUIREMENTS……………………………………………………………… PLASTIC-LAMINATE-CLAD WOOD LOCKERS………………………………………………….5 1... INFORMATIONAL SUBMITTALS……………. ACCESSORIES……………………………………………………………………………………....5 2. MATERIALS………………………………………………………………………………………..3 2.3 1. UAE Title: DOCUMENT VOLUME 02.………………. 2 2 2 3 3 3 3 3 3 2. INSTALLATION….……………………………………………………….0 3..……………. CLOSEOUT SUBMITTALS……………….0 1.4 2. FIELD CONDITIONS……………………………………………………………………………… COORDINATIONS……………………………………………………………………………….6 1. WARRANTY……………………………………………………………………………………….……………………. 3. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. 4.4: For adhesives and composite wood products. Certificates for Credit MR 7: Chain-of-custody certificates indicating that products specified to be made from certified wood comply with forest certification and chain-of-custody requirements. ACTION SUBMITTALS Product data. Product Data for Credit MR 4: For products having recycled content.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 105123 – PLASTIC-LAMINATE-CLAD LOCKERS PART 1 .GENERAL 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials. DUBAI. B. documentation indicating that products contain no urea formaldehyde. 6. 2. or recovery for each raw material used in regionally extracted and manufactured materials. SUMMARY Section includes plastic-laminate-clad wood lockers 1.2 A. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. Include statement indicating location of manufacturer and point of extraction. harvest. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." Product Data for Credit IEQ 4. certificates indicating location of material manufacturer and point of extraction. a. Include statement indicating cost for each regionally manufactured material. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. and fraction by weight that is considered regional. Include statement indicating cost for each product having recycled content.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. cost for each regional material. Include statement indicating cost for each certified wood product.1 A. b. Include statement indicating distance to Project. or recovery for each raw material. Laboratory Test Reports for Credit IEQ 4. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regionally manufactured and regionally extracted and manufactured materials. 5. harvest. Division 10 Section 105123 SF Page 2 of 9 Plastic-Laminate-Clad Lockers . LEED Submittals: 1.1: For adhesives. UAE Title: DOCUMENT VOLUME 02. CLOSEOUT SUBMITTALS Maintenance data. wet work is complete. and locker identification system and numbering sequence.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. elevations. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. FIELD CONDITIONS Environmental Limitations: Do not deliver or install lockers until building is enclosed." WARRANTY Special Warranty: Manufacturer agrees to repair or replace components of lockers that fail in materials or workmanship within specified warranty period. 1. details. D. 1. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 7. STORAGE AND HANDLING Deliver [master and control keys] [combination control charts] to Owner by registered mail or overnight package service. 1.7 A.8 A. UAE Title: DOCUMENT VOLUME 02. 1.5 A. Include plans. 1. Requirements are specified in Section 061000 "Rough Carpentry. attachments to other work." Section 061053 "Miscellaneous Rough Carpentry. DUBAI.4: For composite wood products. Shop Drawings: For plastic-laminate-clad wood lockers. DELIVERY. Samples: For each exposed finish. INFORMATIONAL SUBMITTALS Sample warranty. 1.6 A.4 A. 1. COORDINATION Coordinate sizes and locations of concealed wood support bases. and HVAC system is operating and maintaining temperature at occupancy levels during the remainder of the construction period.3 A. Laboratory Test Reports for Credit IEQ 4. sections. Warranty Period: Three years from date of Substantial Completion." C. Division 10 Section 105123 SF Page 3 of 9 Plastic-Laminate-Clad Lockers . available manufacturers offering products that may be incorporated into the Work include. the following: B. F. Regional Materials: Lockers shall be manufactured within 500 miles (800 km) of Project site from materials that have been extracted. and Bottom Panels: Manufacturer's standard 3/4 or 5/8 inch (19 or 16 mm) thick. E. Inc. "FSC Principles and Criteria for Forest Stewardship. C. 2. Locker Body: Fabricated from particleboard-core panels covered on both sides with thermoset decorative overlay. Side. Top. provide product indicated on Drawings or comparable product by one of the following: 1. as well as manufactured. to match panels.1 A. comply with applicable provisions in [the U.5 mm) thick. 3. PLASTIC-LAMINATE-CLAD WOOD LOCKERS Manufacturers: Subject to compliance with requirements. DISI LLC. 3. Creative Technical Services LLC. Grade VGS. List Industries Inc. Treeforms. 8. 7. within 500 miles (800 km) of Project site. Division 10 Section 105123 SF Page 4 of 9 Plastic-Laminate-Clad Lockers . 4.2 A. DUBAI.S. 2. Ideal Products. Legacy Lockers. Regional Materials: Lockers shall be manufactured within 500 miles (800 km) of Project site. Inc. UAE Title: DOCUMENT VOLUME 02. or recovered. harvested. Hollman.PRODUCTS 2. 1. 2. but are not limited to. 5. Back Panel: Manufacturer's standard 1/2 or 3/8 inch (13 or 9. Exposed Panel Edges: High-pressure decorative laminate." D.1. Forest Certification: Fabricate lockers with wood-based panel products produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD01-001. PERFORMANCE REQUIREMENTS Accessibility Requirements: For lockers indicated to be accessible. Mediterranean Building Materials. Basis-of-Design Product: Subject to compliance with requirements. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC A117.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 6. Drawer Bottoms: 1/4-inch. to match panels. 2. UAE Title: DOCUMENT VOLUME 02. Drawer Faces: Match style. Grade VGS. Plastic-Laminate-Clad Wood Doors: High-pressure decorative laminate. Match style. to match panels. Exposed Edges: High-pressure decorative laminate. Thickness: 3/4 inch (19 mm).01 GENERAL SPECIFICATIONS ARCHITECTURE G. 3/4-inch. H.(6-mm-) thick. material.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 1. construction. 2. Refer to Appendix B: Toilet Specification Sheet. Closures: Vertical-end type. Grade VGS. 2. Division 10 Section 105123 SF Page 5 of 9 Plastic-Laminate-Clad Lockers .(19-mm-) thick panel that matches door faces for installation over lockers with separate flat tops. and Backs: Fabricated from particleboard-core panels covered on both sides with thermoset decorative overlay. Sides. construction. Fabricate tops in lengths as long as practical. Shelves: Fabricated from particleboard-core panels covered on both sides with thermoset decorative overlay. and finish of plastic-laminate-clad wood doors. 1. Grade VGS. As indicated by manufacturer's designations. and finish of plastic-laminate-clad wood doors. Q. as follows: 1. I. Exposed Edges: High-pressure decorative laminate. P. Corners and Filler Panels: 3/4-inch. supports. Panel Edges: High-pressure decorative laminate. N. 3/4-inch. and finish of plastic-laminate-clad wood doors. and Finishes: 1. Provide fasteners. Plastic-Laminate Colors. and closures. Attach drawer faces to subfronts with mounting screws from drawer interior. over both sides of medium-density-fiberboard core. End Panels: Match style. Continuously Sloping Tops: Plastic-laminate-clad. to match panels. fixed unless otherwise indicated.(19-mm-) thick panels. Patterns. construction. L. Thickness: 1/2 inch (13 mm). Continuous Finish Base: Plastic-laminate-clad. J. material. DUBAI. 1. Drawer Subfronts. material. O. MBM 0330 brushed navy. Thickness: Manufacturer's standard 3/4 or 5/8 inch (19 or 16 mm) thick. K. M.(19-mm-) thick panel that matches door faces. Grade VGS. fabricated in lengths as long as practical to enclose base and base ends of lockers. without visible fasteners at splice locations. 2. thermoset decorative overlay over particleboard core. 3. Grade 130. nonpressure process. 5. DUBAI. grades as follows: 1.8. 3. Wood Support Base: 2-by-6-inch. melamine-impregnated decorative paper and complying with requirements of NEMA LD 3. Cylinder Locks: Built-in. High-Pressure Decorative Laminate: NEMA LD 3. 3.3 A.10. Thermoset Decorative Panels: Particleboard or medium-density fiberboard finished with thermally fused. 1. 3. for Test Methods 3. and 3.1. 3. and finish required for each substrate for secure anchorage. Grade VGL. B. MATERIALS Composite Wood: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. kiln dried to less than 15 percent moisture content. nominal-size (51-by-152-mm. Anchors: Select material. made with binder containing no urea formaldehyde. 6.4 A. 2. E. size. keyed separately and master keyed. D.3. Shims. Division 10 Section 105123 SF Page 6 of 9 Plastic-Laminate-Clad Lockers . Furring. Grade M-2. Vertical Surfaces: Grade HGS. Softwood Plywood: DOC PS 1.4. type. 4. Recycled Content of Medium-Density Fiberboard and Particleboard: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 5 percent.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2. Blocking. Provide metal expansion sleeves or expansion bolts for post-installed anchors. 2. actual-size) lumber treated with manufacturer's standard preservative-treatment. C. and Hanging Strips: Softwood or hardwood lumber. Particleboard: ANSI A208. medium-density overlay." Medium-Density Fiberboard: ANSI A208. Use nonferrousmetal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. Postformed Surfaces: Grade HGP. flush cam locks with five-pin tumbler keyway. HARDWARE General: Provide manufacturer's standard locker hardware complying with the requirements in this Section. Composite Wood Products: Products shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Furnish two change keys for each lock and two master keys. UAE Title: DOCUMENT VOLUME 02. made with binder containing no urea formaldehyde. B. 2. Horizontal Surfaces: Grade HGS.6. (25-mm-) diameter steel. Drawer Slides: Side-mounted. Key Type: Grooved. 2.5 A. C. Quality q2.9. with minimum 2-by-2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. graspable lever handle and rose trim. Division 10 Section 105123 SF Page 7 of 9 Plastic-Laminate-Clad Lockers .3-mm) key head for accessible lockers. F. E. and 5/16 inch (8 mm) in diameter. D. UAE Title: DOCUMENT VOLUME 02. 2-1/2 inches (62 mm) deep. Shelf Rests: BHMA A156. surface mounted. surface mounted on inside of drawer.68-inch (51-by-68. Provide coat rod for each compartment of double-tier lockers. Mirrors: ASTM C 1036. J. B. Class 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. B04013. ACCESSORIES Door Trays: Fabricated from solid wood. fixed. full-extension. Provide hooks as indicated on Drawings. 5 inches (127 mm) long. C. zinc-plated steel drawer slides with steel ball bearings. 2. 1. Drawer Locks: Cam lock or deadbolt drawer lock. Security Lock Boxes: 6 inches wide by 6 inches high (152 mm wide by 152 mm high) by depth of locker. Attach hooks with at least two fasteners. with piano hinge and combination lock. H. Provide coat rods as indicated on Drawings. spring-loaded steel hinges. 1. Semiconcealed Hinges: Single-pivot. Hooks: Manufacturer's standard. Coat Rods: 1-inch. Type I. ball-pointed aluminum or steel. Accessible Handle: Metal. Wire Pulls: Back mounted. I. chrome finished. 1. 2. K. Provide chromes-finished steel towel rod attached to bottom of door tray. Provide two single-prong wall hooks for each compartment of double-tier and triple-tier lockers. Provide three hinges for doors. Exposed Hardware Finishes: Satin chrome unless otherwise indicated. with solid wood frame. back mounted. G. and rated for a load of 75 lbf (330 N). DUBAI. 1. chrome finished. E. Security Vaults: 6 inches wide by 4 inches high by 6 inches deep (152 mm wide by 102 mm high by 152 mm deep). C. finishing. with combination lock. Disassemble components only as necessary for shipment and installation. Number Plates: 1-1/2-inch. and similar items. Fit lockers accurately together to form flush. embossed. trimming. Shop cut openings.(3-mm-) thick solid rubber.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. Complete fabrication. locate no higher than 48 inches (1219 mm) above the floor.(38-mm-) diameter. and fitting. stainless-steel plates with black numbers and letters at least 1/2 inch (13 mm) high.6 A. INSTALLATION Install wood support base with 1/2-inch. Venting: Fabricate lockers with space between doors and locker assembly of not less than 3/4 inch (19 mm). without warp. Install lockers level. or additional shelves are provided. tight. Accessible Lockers: Fabricate as follows: 1. etched. Where hooks. hairline joints. F. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Connect groups of lockers together with manufacturer's standard fasteners. FABRICATION Fabricate components square. UAE Title: DOCUMENT VOLUME 02.(13-mm) thick plywood top. and hardware application. rigid. through predrilled holes. plumb. fabricated from steel sheet. Division 10 Section 105123 SF Page 8 of 9 Plastic-Laminate-Clad Lockers . PART 3 . C. with no exposed fasteners on face frames. before shipment to Project site.EXECUTION 3. 2. to receive hardware. Provide mat at each shoe shelf. to maximum extent possible. electrical work. Where necessary for fitting at site. or stamped. Finish plates to match other locker hardware. DUBAI. with painted metal security screen attached to each shelf between doors. and true. including assembly. D. Locate bottom shelf no lower than 15 inches (381 mm) above the floor. Protective Mats: 1/8-inch.1 A. Accurately factory machine components for attachments. Identify lockers in sequence indicated on Drawings. E. use concealed shims. coat rods. B. Make joints tight and true. and with finished faces flat and free of scratches and chips. provide ample allowance for scribing.01 GENERAL SPECIFICATIONS ARCHITECTURE D. B. Sand edges of cutouts to remove splinters and burrs. to maximum extent possible. Shim as required with concealed shims. H. with end panels covering exposed ends. 8 flush-head wood screws sized for 1-inch (25-mm) penetration into wood framing.01 GENERAL SPECIFICATIONS ARCHITECTURE D. with No. 8 flush-head wood screws sized for 1-inch (25-mm) penetration into wood base. bow. or other variation from a straight line.c. Repair damaged finish at cuts. 1. providing unencumbered operation. and not more than 36 inches (910 mm) o. Locker Anchorage: Fasten wood lockers through back. or furring and spaced not more than 16 inches (400 mm) o. Install lockers without distortion so doors and drawers fit openings properly and are accurately aligned. E. F. near top and bottom. Adjust hardware to center doors and drawers in openings. END OF SECTION 105123 Division 10 Section 105123 SF Page 9 of 9 Plastic-Laminate-Clad Lockers . Attach sloping-top units to lockers. at ends with No. Complete installation of hardware and accessory items as indicated. I. J. DUBAI. Installation Tolerance: No more than 1/8 inch in 96-inch (3 mm in 2400-mm) sag. G. Anchor locker benches to floors. at ends. Scribe and cut corner and filler panels to fit adjoining work using fasteners concealed where practical. Locker Anchorage: Fasten lockers through wood locker base. Install number plates after lockers are in place. UAE Title: DOCUMENT VOLUME 02. blocking.c.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. .2 1.…………………………………………………. FOUR POST METAL STORAGE SHELVING.3 1. INSTALLATION….…………………………………………………………… CASE TYPE METAL STORAGE SHELVING….….. MATERIALS………………………….1 2.……………………………………………………………………………….2 3..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 105613 – METAL STORAGE SHELVING TABLE OF CONTENTS 1.……………………..……………………………………………………….. 6 6 7 7 Division 10 Section 105613 SF Page 1 of 7 Metal Storage Shelving .3 EXECUTION…………………………………………………………………………………….…………………………………………….. QUALTITY ASSURANCE…. ERECTION TOLERANCE………………………………………………………………………… ADJUSTING……………………………………………………………………………………….…………………………………………………………… PERFORMANCE REQUIREMENTS …….5 1.4 1.……………………………… ACTION SUBMITTALS…………….0 2..0 3.0 1. UAE Title: DOCUMENT VOLUME 02.1 3..2 2. INFORMATIONAL SUBMITTALS……….……………….……………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..……………………………………………………………………… 2 2 2 2 3 3 3 2. DUBAI.6 GENERAL………………………………………………………………………………………… SUMMARY………….3 2. FABRICATION……………………………………………………………………………………. 3 3 3 4 6 3.………………………………………………….……………….4 PRODUCTS………………………………………………………………………………………. CLOSEOUT SUBMITTALS……………….1 1. E." C.2.0]. B. Structural Performance for Post-and-Beam Metal Storage Shelving: Capable of withstanding the loads indicated according to MH 28. using performance requirements and design criteria indicated. documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. and attachments to other work.1.4: For particleboard.1 A. including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Seismic Performance: Metal storage shelving shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. PERFORMANCE REQUIREMENTS Delegated Design: Design metal storage shelving.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 105613 – METAL STORAGE SHELVING PART 1 . lateral bracing. UAE Title: DOCUMENT VOLUME 02.3 A. 1. Seismic Component Importance Factor: [1. details. Product Data for Credit IEQ 4. Include plans. Shop Drawings: For customized metal storage shelving. SUMMARY Section includes [case-type] [four-post] [and] [post-and-beam] metal storage shelving. 2. Delegated-Design Submittal: For metal storage shelving indicated to comply with performance requirements. Samples: For each exposed product and for each color and texture specified. B. Laboratory Test Reports for Credit IEQ 4: For composite wood products. 1. documentation indicating that product contains no urea formaldehyde. sections. ACTION SUBMITTALS Product Data: For each type of product indicated. and special bracing. LEED/EHS Submittals: 1. D. Division 10 Section 105613 SF Page 2 of 7 Metal Storage Shelving .5] [1. DUBAI. Include installation details of connectors. 1. C.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Structural Performance for [Case-Type] [and] [Four-Post] Metal Storage Shelving: Capable of withstanding the loads indicated according to MH 28.GENERAL 1. elevations. D.2 A. including comprehensive engineering analysis by a qualified professional engineer. and components. from manufacturer. provide products that may be incorporated into the Work: Division 10 Section 105613 SF Page 3 of 7 Metal Storage Shelving . field-assembled. Provide two per shelving unit for each shelving unit adjacent to a wall unless additional anchors are indicated in calculations. with shelves adjustable over the height of shelving unit. case-type metal storage shelving system. 2. Composite Wood Products: Products shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers. Floor Anchors: Galvanized-steel.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. DUBAI. PART 2 . Provide fixed top and bottom shelves." C. adjustable intermediate shelves. 1. MATERIALS Particleboard: ANSI A208. freestanding. UAE Title: DOCUMENT VOLUME 02. made with binder containing no urea formaldehyde].4 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. B. 1. 1. Product certificates. designed for shelves to span between and be supported by sheet metal end panels (without posts). Design Calculations: Calculate requirements for seismic restraints. Wall Anchors: Manufacturer's standard.5 A. accessories. B.1 A. Provide number per unit recommended by manufacturer unless additional anchors are indicated in calculations. CLOSEOUT SUBMITTALS Maintenance data.2 A. Fabricate shelf units with end panel at each end so each unit is independent. Preinstallation Conference: Conduct conference at [Project site] <Insert location>. [post-installed expansion anchors] [power-actuated fasteners] [or] [threaded concrete screws]. Manufacturers: Subject to compliance with requirements. 1. General: Factory-formed. galvanized-steel anchors designed to secure metal storage shelving to adjacent wall.1[.6 A. D. INFORMATIONAL SUBMITTALS Seismic Qualification Certificates: For metal storage shelving. QUALITY ASSURANCE Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. CASE-TYPE METAL STORAGE SHELVING . and accessories indicated.PRODUCTS 2. fullheight type. UAE Title: DOCUMENT VOLUME 02. 2. DUBAI. field-assembled. G. J. designed to clip onto front edge of shelf. provide comparable product B. Load-Carrying Capacity per Shelf: 91 kg C. H. F. Bins: Fabricated from same material and with same finish as shelves.01 GENERAL SPECIFICATIONS ARCHITECTURE 2.3 A. with trim for a finished appearance along edges abutting end panels and top shelf. Fabricate additional shelving units as add-on units. Fabricate shelves with vertical front that is flanged and returned. with base strips fabricated from same material and with same finish as end panels.[ Fabricate with slots or holes at 51 mm o. for shelf dividers]. Shelves: Fabricated from cold-rolled steel sheet of thickness required for load-carrying capacity per shelf and number of shelves. with concealed perforations at front and back edges at manufacturer's standard spacing for receiving adjustable shelf clips. Finished End Panels: Fabricated as perforated full-height panels from same material and with same finish as end panels. Unit Dimensions and Number of Shelves: As shows on Drawings. designed for shelves to span between and be supported by corner posts. 4. Finish: Baked enamel 1. Fabricate initial shelving unit with a post at each corner.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. End Panels: Fabricated from cold-rolled steel sheet of thickness required for load-carrying capacity per shelf and number of shelves. Accessories: 1. size as indicated on Drawings Shelf-Label Holders: Clear plastic. Base: Closed front. designed to share two corner posts Division 10 Section 105613 SF Page 4 of 7 Metal Storage Shelving . Shelf Dividers: Fabricated from same material and with same finish as shelves. D. 2. freestanding system.c. with shelves adjustable over the height of shelving unit. 3. I. Color and Gloss: As selected by Architect from manufacturer's full range FOUR-POST METAL STORAGE SHELVING Open Four-Post Metal Storage Shelving : Factory-formed. E. Basis-of-Design Product: Subject to compliance with requirements. Back Panel: One piece. fabricated from cold-rolled steel sheet of thickness required for loadcarrying capacity per shelf. Furnish adjustable shelf clips with projections designed to engage at least two perforations in end panels. End Panels: Fabricated from cold-rolled steel sheet of thickness required for load-carrying capacity per shelf and number of shelves. with horizontal slots spaced at manufacturer's standard spacing for supporting shelves. Bracing: Manufacturer's standard. Base: Open. as required for stability. Add-On Shelf Posts: Fabricated from hot-rolled steel. 1. c. Fabricate fronts and backs of shelves with box-formed edges. Fabricate fronts and backs of shelves with vertical edges that are flanged and returned.01 GENERAL SPECIFICATIONS ARCHITECTURE with initial shelving unit. with corners lapped and welded. 4. and accessories indicated. 11. Solid-Type Shelves: Fabricated from metallic-coated steel sheet of thickness required for load-carrying capacity per shelf and as follows: a. 9. Manufacturers: Subject to compliance with requirements. 5. with downturned wire truss edges. UAE Title: DOCUMENT VOLUME 02. Back Panel: Two half panels fabricated from cold-rolled steel sheet of thickness required for load-carrying capacity per shelf. Finished End Panels: Fabricated as perforated full-height panels from manufacturer's standard thickness cold-rolled steel sheet and with same finish as posts. with exposed post legs Unit Dimensions and Number of Shelves: As shows on Drawings. 12. 2. Slots or Holes for Shelf Dividers: 76 mm o. with edges reinforced with steel channels.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Truss-Type Wire Shelves: Metallic-coated-steel wire-over-wire construction. perforated to match main posts and of same thickness. provide products that may be incorporated into the Work. adjustable intermediate shelves. Provide fixed top and bottom shelves. 13. 6. b. provide comparable product for the engineers approval. 7. 8.c. Division 10 Section 105613 SF Page 5 of 7 Metal Storage Shelving . Fabricate in tubular T-box shape. Shelf-to-Post Connectors: Horizontal supports with rivet connectors to post. Posts: Fabricated from hot-rolled steel of thickness required for load-carrying capacity per shelf and number of shelves. and number of shelves. manufacturer's standard shape. 14.c. a. Accessories: a. with shelf frame fabricated from same material and with same finish as posts. drilled for floor anchors. 10. 3. Load-Carrying Capacity per Shelf: 680 kg. Basis-of-Design Product: Subject to compliance with requirements. DUBAI. b. double diagonal cross bracing at [back] [and] [ends]. to receive shelf-to-post connectors. with trim for a finished appearance along edges abutting posts and top shelf. Post Base: Adjustable steel floor plate. End Panels: Fabricated from cold-rolled steel sheet of thickness required for loadcarrying capacity per shelf. load-carrying capacity of shelves. with perforations at 38 mm o. Framed-Type Wire Shelves: Metallic-coated-steel wire. 1. Remove burrs. and tap metal fabrications to receive hardware. designed to clip onto front edge of shelf. Shelf Dividers: Fabricated from same material and with same finish as shelves. Form metal in maximum lengths to minimize joints. true. FABRICATION Shop Fabrication: Prefabricate shelving components in shop to greatest extent possible to minimize field fabrication. Install metal storage shelving level. Form backs of shelving units up to 1219 mm wide from one piece.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Finish: Baked enamel or powder coat. 1. Weld before finishing components to greatest extent possible. and similar items. d. flush and smooth. or other solid backing for attachment of support fasteners.EXECUTION 3. a. using concealed fasteners where possible. with posts plumb and true and shelves flat and free of dents or distortion. Weld corners and seams continuously to develop strength. and maintain the corrosion resistance of base metals. flush and smooth. Bins: Fabricated from same material and with same finish as shelves. D. full-height type. free of buckling and warping. Install exposed connections with hairline joints.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE b. Make connections to form a rigid structure. Division 10 Section 105613 SF Page 6 of 7 Metal Storage Shelving . Color and Gloss: As selected by Architect from manufacturer's full range 2. B. Cut. INSTALLATION Examine walls and ceilings to which metal storage shelving will be attached for properly located blocking. UAE Title: DOCUMENT VOLUME 02. Form edges and corners free of sharp edges or rough areas. C.4 A. c. reinforce. At exposed locations. 15. finish welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. fasteners. Form exposed connections with hairline joints. using concealed fasteners where possible. free of buckling and warping. and with shelves flat and free of dents or distortion. E. Locate joints where least conspicuous. Shelf-Label Holders: Clear plastic. plumb. PART 3 . B. Fabricate metal storage shelving square and rigid. minimize distortion. [size as indicated on Drawings. grounds. 2. DUBAI. drill. Fabricate connections to form a rigid structure. square. rigid. 7. ERECTION TOLERANCES Erect [case-type] [and] [four-post] metal storage shelving to a maximum tolerance from vertical of 13 mm in up to 3 m of height. Post-and-Beam Metal Storage Shelving: Install beams with beam-to-post connectors fully engaged in post perforations.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Shim floor plate to achieve level and plumb installation. 3. Anchor shelving units to floor with floor anchors through floor plate. b. 5. 7.3 A. not exceeding 25 mm for heights taller than 3 m. Garment Hanger Tubes: Install one per shelving unit where directed. END OF SECTION 105613 Division 10 Section 105613 SF Page 7 of 7 Metal Storage Shelving .2 A. Side Ledges: Install on each side of each shelf. straps. Install finished end panels and trim at exposed ends of shelving units. if not indicated. a. at equal spacing. C. 3. 5. DUBAI. Install braces. Install shelves in each shelving unit at spacing indicated on Drawings or. c. 4. Storage Baskets: Install at locations indicated on Drawings. 3. 6. Install seismic restraints. Four-Post Metal Storage Shelving: Install four clips. one at each post. 10. Shelf-Label Holders: Install one on each shelf. 6. UAE Title: DOCUMENT VOLUME 02. plates. with clips fully engaged in post perforations. Shelf Dividers: Install <Insert number> [full-height dividers per shelf] Bins: Install at locations indicated on drawings. Shelf Inlays: Install one per shelf. 2. Accessories: 1. and other reinforcements as needed to support shelf loading and as required for stability. Connect side-to-side and back-to-back shelving units together. B. 3. Record Box Support Rails: Provide two for each record storage box. brackets. Adjust post-base bolt leveler to achieve level and plumb installation. ADJUSTING Adjust metal storage shelving so that connectors and other components engage accurately and securely. Replace metal storage shelving that has been damaged or has deteriorated beyond successful repair by finish touchup or similar minor repair procedures.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 8. Case-Type Metal Storage Shelving: Install adjustable shelf clips at front and back of each shelf. centered within each shelving unit. for support of each shelf. 4. Back Ledges: Install one per shelf. 9. DIVISION 11 ________________________________________________________________________ EQUIPMENT . ………………………………………..………………………………………………………. DUBAI.0 1.……………………………………………………………… VEHICLE DETECTORS.2 3.………………..…….4 1. UAE Title: DOCUMENT VOLUME 02.6 PRODUCTS……………………………………………………………………………………….3 2.4 2... FEE COMPUTERS………………………………………………………………………………… PARKING FACILITY MANAGEMENT SOFTWARE……………………………………………. QUALITY ASSURANCE…………………………………………………………………………..…………………………………………………………… PREINSTALLATIOJN MEETINGS…………………....……………………………………………. EXIT TERMINAL…….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 111200 – PARKING CONTROL EQUIPMENT TABLE OF CONTENTS 1.2 2. CLOSEOUT SUBMITTALS………………. INFORMATIONAL SUBMITTALS………...6 GENERAL………………………………………………………………………………………… SUMMARY…………. ENTRY TERMINAL TICKET DISPENSERS…..0 3.1 3.. FIELD QUALITY CONTROL……………………………………………………………………… DEMONSTRATION……………………………………………………………………………… 9 9 10 10 Division 11 Section 111200 SF Page 1 of 10 Parking Control Equipment . 3 3 5 6 7 8 9 3.5 1. INSTALLATION….………………………..………………...…………………………………………….3 1.5 2.1 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH..2 1.. 2 2 2 2 2 2 3 2.………………………………………………….1 2...……………………………………………………….3 EXECUTION…………………………………………………………………………………….…………………………………………………………………………….0 2..………………………………………………………………………………. AUTOMATIC BARRIER GATES…. ACTION SUBMITTALS……………. 1. INFORMATIONAL SUBMITTALS Field quality-control reports. 1. Detail equipment assemblies and indicate dimensions. Vehicle detectors. components. Shop Drawings: For parking control equipment. 2. Exit terminals. UAE Title: DOCUMENT VOLUME 02. required clearances. CLOSEOUT SUBMITTALS Operation and Maintenance Data: For parking control equipment to include in emergency. 2. 1. 1. details. loads. 6. Software and Firmware Operational Documentation: 1. 4. DUBAI. signal.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 111200 – PARKING CONTROL EQUIPMENT PART 1 . Division 11 Section 111200 SF Page 2 of 10 Parking Control Equipment .1 A. Parking facility management software. Include diagrams for power. and control wiring.3 A. Device address list. Include plans. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at [Project site] 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. Automatic barrier gates. and location and size of each field connection. B. and attachments to other work. SUMMARY Section Includes: 1. ACTION SUBMITTALS Product data. and maintenance manuals. 2. B. weights. Printout of software application and graphic screens.GENERAL 1. sections. method of field assembly. operation. Entry terminal ticket dispensers. elevations. 5.4 A. Fee computers.2 A. 3.5 A. PRODUCTS 2. e. and backouts. Differential counter. Capable of logic for one. tailgates. and vehicle exits. provide products that may be incorporated into the Work . Type: Communicating. AUTOMATIC BARRIER GATES General: Provide parking control device consisting of operator and controller housed in a weathertight. status messages. 2. Separate momentary contacts for transient patrons. d. Controller: Factory-sealed. B. tamper-resistant cabinet enclosure with gate arm. monthly patrons. tickets. a. and gate-arm rebound. 1.1 A. ticket in chute. Standards: ASTM F 2200 for barrier gates and gate operators that are listed and labeled according to UL 325 by a qualified testing agency. Status messages for gate up too long. C. 3.6 A. d. b. Physical Characteristics: a. and execute commands. UAE Title: DOCUMENT VOLUME 02. solid-state. Division 11 Section 111200 SF Page 3 of 10 Parking Control Equipment . b. DUBAI. b. QUALITY ASSURANCE Installer Qualifications: An authorized representative who is trained and approved by manufacturer. with galvanized-steel box for wiring connections. Fabricate unit with gate-arm height in down position of not more than 889 mm above pavement.and two-way lanes. c.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. vehicle entries. Device shall be activated by a signal from access or revenue control device. g. Monitor illegal entries and exits. c. Real-time communication of lane counts. plug-in type.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. Thermal-overload protection with manual reset. f. and disabling ticket dispensers and card readers. Internal [resettable] [non-resettable] counters. monthlies. 1. On-off power supply switch. Communication port. backouts. raising and lowering gate arm. Manufacturers: Subject to compliance with requirements. Plug-in connectors for [two] [three] vehicle loop detectors. Communication commands for resetting loops. Automatic-manual switch. a. Type: Noncommunicating. PART 2 . turning signs on/off. UAE Title: DOCUMENT VOLUME 02. F. Furnish two keys for each lock[. with LEDs for inputs and outputs]. Transmit power to gate-arm drive shaft through the speed reducer to harmonic-acting crank and connecting rod. and drive shaft of galvanized solid bar steel. Able to store successive inputs and sequentially processing each one. Provide single.0 m] or [3. 115-V ac grounded power receptacle. Cabinets: Fabricated from sheet metal with seams welded and ground smooth. Reversible arm capability for right. g. Automatic and continuous testing of inputs and outputs. Programmable[ automatic] timer. rod. l. 1.thick Aluminum. Straight Gate Arm: 2. Length: [3. Broken gate-arm monitoring. interior and exterior. Automatic instant-reversing obstacle detector mechanism that stops downward motion of gate arm if arm contacts or nears an object and that immediately returns arm to upward position. with manufacturer's standard baked-enamel or powder-coat finish. k.or left-handed operation. a.7 m] Folding Gate Arm: Two pieces of 19-by-89-mm actual. h. Length: [3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. . e. Fabricate cabinet with internal reinforcing and four mounting holes accessible only from inside cabinet. Division 11 Section 111200 SF Page 4 of 10 Parking Control Equipment . variable-time reset device. d.to 60-second. Fabricate crank.0 m] Or [3. D. Include a zero. 60-Hz. continuous-duty motor for operating gate arm. instant-reversing. approximately 381 mm square by 1016 mm tall.size pine or redwood joined together with metal side brackets. Operational Characteristics: a. DUBAI. G. Finish cabinet.01 GENERAL SPECIFICATIONS ARCHITECTURE h. Material: Not less than 3. Diagnostic mode for on-site testing[. Directional arming logic.2-mm. b. i. j.thick aluminum sheet. with painted finish and black diagonal stripes on traffic-side face. 1. Provide an operable cam for adjusting arm travel. with painted finish and black diagonal stripes on traffic-side face. Single. Provide mounting flange with breakaway feature to ensure a clean break if arm is struck by vehicle. Switch to test motor and limit switches. Emergency manual disconnect. all locks keyed alike]. gasketed access door for each cabinet with flush-mounted locks. 1. Provide mounting flange with breakaway feature to ensure a clean break if arm is struck by vehicle. Thermostatically controlled heater with on/off/auto switch.7 m] Operator: UL labeled and listed. c.5-mm. 4. [Class I][1/2] hp. E. f. Battery backup. single-phase. Low-voltage light on cabinet top that flashes or changes from red to green when barrier gate is operating. Active Infrared Vehicle Detector: Retroreflective -type presence detector with adjustable detection zone pattern and sensitivity. Audible alarm that activates as part of a safety device system. C. 7. provide products that may be incorporated into the Work. Local authorities' emergency access by <Insert type>. torque limiting clutch for safety. c. e. Field-Assembled Loop: Wire. Characteristics: 1. UAE Title: DOCUMENT VOLUME 02. Crosstalk test between adjacent loops. 4. Vehicle Loop Detector System: Self-tuning electronic presence detector with adjustable detection patterns. Additional obstruction detector. 8. 2. Opening Time: Six seconds. Barrier-arm warning safety signs on both sides of unit to limit traffic to vehicular traffic. loop size. Recognize vehicle direction by detecting vehicle moving from one loop to another. VEHICLE DETECTORS General: Provide detection devices that sense presence or transit of vehicles and emit signals activating gate-arm operators. 2. in size indicated for field assembly. Manually operated crank for emergency operation. Continuous diagnostic monitoring for intermittently operating and failed loops. 3. d. 6. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. B. Inherently adjustable. and panel indicator light. Factory-Formed Loop: Wire. as recommended in writing by detection system manufacturer for [pave-over] [saw-cut] installation. Include automatic closing timer with adjustable time delay before closing[.2 A. Generate reverse count if vehicle backs up after generating directional count in forward direction. Manufacturers: Subject to compliance with requirements. DUBAI. and method of placement at location indicated on Drawings. adjustable sensitivity and frequency settings.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. b.] designed to hold gate arm open until traffic clears. Low-voltage [yellow] [red] warning lights that illuminate when gate is in down position. Provide number of loops consisting of multiple strands of wire. designed to detect the presence or transit of vehicle in gate-arm pathway by interrupting infrared beam in zone pattern and to emit signal activating gate-arm operator. 2. noncontact photoelectric. H. Gate-arm tip support with electromagnetic lock. timer cut-off switch. 2. Include automatic closing timer with adjustable time delay before Division 11 Section 111200 SF Page 5 of 10 Parking Control Equipment . number of turns. Operation: a. preformed in size indicated. 1. 5. 1. Recognize vehicles within 152 mm of each other on standard-sized loop. Battery backup for clock and RAM memory. all locks keyed alike. 7. 2. consisting of ticket-printing and -issuing mechanisms. Access Credit card acceptance with activation slot and "Insert Ticket/Card" message. 9. Operation: Online communication to remote computer. gasketed access door for each base component with flush-mounted locks. D. 6. Low-ticket alarm. Automatic ticket validation. Cabinets: Fabricated from sheet metal with seams welded and ground smooth. 5. Intercom. Ticket jam detection. 6. 2. Include flush-mounted lock in rear of top. 12.thick aluminum sheet. License plate recognition.01 GENERAL SPECIFICATIONS ARCHITECTURE closing. Fabricate top component so it can be unlocked and opened for ticket loading and maintenance. On activation. ENTRY TERMINAL TICKET DISPENSERS General: Provide entry terminal ticket dispensers. 1. consisting of base and top components. Time and date display. Provide single. and vehicle presence detector designed to hold gate arm open until traffic clears. 3. Time Indicator: 24-hour cycle with military-time clock mechanism. Thermostatically controlled heater with on/off/auto switch. 8. Out-of-ticket alarm. Voice annunciation. Operational Characteristics: 1. Manufacturers: Subject to compliance with requirements. Removable ticket tray with capacity of 5000 fan-folded tickets. Multiple ticket option for valet parking. Furnish two keys for each lock. timer cut-off switch. 11. 5. printers. provide products that may be incorporated into the Work. Activation by button with "Push for Ticket" message. Division 11 Section 111200 SF Page 6 of 10 Parking Control Equipment . B. 3. 2. DUBAI. Programmable ticket numbering. Physical Characteristics: 1. sounds buzzer.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. approximately 381 mm square by 1016 mm tall. Fabricate cabinet with internal reinforcing and four mounting holes accessible only from inside cabinet. 1. 7. C. 4. and dispenses ticket. Material: Not less than 3. 13. keyed the same as base component lock. unit automatically records entry time and date on ticket.3 A. Communication port. 10. and controllers housed in cabinet enclosures. 4. ticket magazines. Test ticket printing. UAE Title: DOCUMENT VOLUME 02. Tickets: Barcode type.2-mm. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. approximately 381 mm square by 1016 mm tall. 2. Activation by vehicle detector/ card reader . Voice annunciation. 6. Ticket Acceptance: Inserting exit ticket into exit ticket reader results in one of the following actions: a. 4. Manufacturers: Subject to compliance with requirements. Finish cabinet.01 GENERAL SPECIFICATIONS ARCHITECTURE a. Intercom. Exit Ticket with Elapsed Grace Time: Exit ticket reader rejects ticket and displays "Return to Cashier" message. interior and exterior. Cabinets: Fabricated from sheet metal with seams welded and ground smooth. 3. Programmable grace period. Card Acceptance: Access /Credit card acceptance with activation slot and "Insert Ticket/Card" message. DUBAI. magnetic-stripe ticket readers. Reports for events and exception events. Communication port. Battery backup for clock and RAM memory. Provide single. Programmable facility code. 8. Built-in service diagnostics. Ticket-Dispensing Mechanisms: Removable assembly. with ticket burster and plug-in controller. 9. Physical Characteristics: 1. D. Invalid Exit Ticket: Exit ticket reader rejects ticket and displays "Pay Cashier First" message. 10. 4. 12. Online communication to remote computer. digital displays or LEDs. gasketed access door for each cabinet with Division 11 Section 111200 SF Page 7 of 10 Parking Control Equipment .4 A. b. Provide "Please Insert Ticket" sign on side of cabinet visible to driver. Valid Exit Ticket: Exit ticket reader captures ticket and automatically sends signal to raise barrier gate. Print receipts on demand. with manufacturer's standard baked-enamel or powder coat finish. Programmable display. 5. and controllers housed in cabinet enclosures. c. E. C. Programmable timer for closing barrier gate. Thermostatically controlled heater with on/off/auto switch. printers. 7. 2. Operational Characteristics: 1. B. provide products that may be incorporated into the Work. 11. EXIT TERMINALS General: Provide exit terminals consisting of ticket collectors. 2. 3. 1. cash drawer. Print audit trail. Recall last transaction. Programmable with up to [six] <Insert number> fee structures. 4. Fabricate cabinet with internal reinforcing and four mounting holes accessible only from inside cabinet. 9. 17. 13. Operational Characteristics: 1. 2. Programmable valet parking. UAE Title: DOCUMENT VOLUME 02. Keyless-membrane keypad. 5. Programmable for automatic activation for limited date and time validations. FEE COMPUTERS General: Provide modular/ PC (personal computer)-based system consisting of fee computer terminal.2-mm. Manufacturers: Subject to compliance with requirements. 18. 7. Register permanent record of each transaction in computer's memory. Print validation on ticket. Print receipts. 10. Control independent cash drawer. with manufacturer's standard baked-enamel or powder coat finish.5 A. all locks keyed alike]. Three levels of security including cashier. 22. provide products that may be incorporated into the Work . 21. Furnish two keys for each lock[. Division 11 Section 111200 SF Page 8 of 10 Parking Control Equipment . 1. supervisor. 1. 20. 3. 19.thick aluminum sheet. Programmable keys. Accept payment by cash and credit card. 11. Display fee on remote fee display device. and detachable printer. Programmable for special events validations.01 GENERAL SPECIFICATIONS ARCHITECTURE flush-mounted locks. 6. Finish cabinet. Communication port. 12. interior and exterior. Battery backup for clock and RAM memory. 15. barcode ticket reader. Physical Characteristics: 1. debit card and merchant ticket. Programmable time. Programmable hotel guest parking. Interface to automatic barrier gate.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. B. Programmable lost ticket function. C. Compute multiple taxes by percent and fixed amount. 2. 2. Programmable merchant validations. and master. 8. Test mode to verify accuracy of fee structure program. 14. Compute change. 3. 16. Compute multiple parking fees based on entry times on ticket from ticket dispenser. a. Material: Not less than 3. Cash Drawer: Fabricated with a removable tray and drawer.tall. 2." "Closed. 1.01 GENERAL SPECIFICATIONS ARCHITECTURE 23. 24. Programmable parking control equipment. Built-in service diagnostics.M. Mounting: [Front of cashier's booth] [1067-mm. 1. Remote Fee Display: Single-faced signs designed for use with fee computer. 1. 4. Collect data for access and space control. Rough-in electrical connections. DUBAI. revenue. consisting of 25mm. Manufacturers: Subject to compliance with requirements. and mount barrier gate arms.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH./P.EXECUTION 3. D. Install barrier gates according to UL 325. Duress alarm output for emergencies. digital displays or LEDs contained in welded steel bodies with baked-enamel or powder-coat finish.1 A. format.6 A. 2. View cash audit." and time in A. and remote control of parking control equipment from one or more locations. UAE Title: DOCUMENT VOLUME 02. 25.M. provide products products that may be incorporated into the Work . 1. "Thank You. with five compartments for paper currency and five compartments for coins. Track tickets.high pedestal]. INSTALLATION General: Install parking control equipment as required for complete and integrated installation. PART 3 . Collect data for revenue and activity reporting. operational. B. B. Messages: Amount due. Division 11 Section 111200 SF Page 9 of 10 Parking Control Equipment . 3. Operation: 1. Automatic Barrier Gates: Anchor cabinets to concrete bases with anchor bolts or expansion anchors. 2. E. PARKING FACILITY MANAGEMENT SOFTWARE General: Manufacturer's standard software that is compatible with security-access control system and that provides automatic facility monitoring. and statistical reports on screen or print on demand. supervision. 2 A. and maintain parking control equipment. C. D. FIELD QUALITY CONTROL Testing Agency: Engage a qualified testing agency to perform tests and inspections. DEMONSTRATION Train Owner's maintenance personnel to adjust. start units to confirm proper motor rotation and unit operation. 1. Test and adjust controls and safeties.01 GENERAL SPECIFICATIONS ARCHITECTURE C. assemblies. [Entry Terminal Ticket Dispensers] [and] [Exit Terminals]: Attach cabinets to concrete bases with anchor bolts or expansion anchors. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables. E. E. B." G. 3." 3. 3. Load ticket dispenser with supply of tickets. Fee Computers: Install computers at locations indicated. UAE Title: DOCUMENT VOLUME 02. Parking control equipment will be considered defective if it does not pass tests and inspections. Vehicle Loop Detectors: Bury and seal wire loop at locations indicated on Drawings according to manufacturer's written instructions. Operational Test: After electrical circuitry has been energized. Connect equipment to remote computer. including connections. Certify compliance with test parameters. END OF SECTION 111200 Division 11 Section 111200 SF Page 10 of 10 Parking Control Equipment . F.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect components. 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. and equipment installations. DUBAI. 2. Connect to parking control equipment operated by detector. Prepare test and inspection reports. Replace damaged and malfunctioning controls and equipment. D. operate. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems. Perform the following tests and inspections: 1. including connecting to peripheral equipment and remote computers.3 A. ……………………………………………………….2 3.3 EXECUTION…………………………………………………………………………………….0 2.0 1.…….. 2 2 2 2 2 2 2. INFORMATIONAL SUBMITTALS………. DUBAI...6 GENERAL………………………………………………………………………………………… SUMMARY…………..3 1.4 1..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 118226 – FACILITY WASTE COMPACTORS (EQ04) TABLE OF CONTENTS 1. MAINTENANCE SERVICE………………………………………………………………………. 3 3 3 3.………………………………………. CLOSEOUT SUBMITTALS………………..2 1.………………………..1 1.1 2.……………………………………………………….……………………………………………..……………….…………………………………………………………… ACTION SUBMITTALS…………….…….……………………………………………………………… FABRICATION………. UAE Title: DOCUMENT VOLUME 02..0 3..….………………..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.. FIELD QUALITY CONTROL……………………………………………………………………… DEMONSTRATION……………………………………………………………………………… 3 3 3 4 Division 11 Section 118226 SF Page 1 of 4 Facility Waste Compactors . QUALITY ASSURANCE………………………………………………………………………….2 PRODUCTS……………………………………………………………………………………….5 1.………………………………………………………………………………....1 3. INSTALLATION…. WASTE COMPACTORS. INFORMATIONAL SUBMITTALS Product certificates. repair. Division 11 Section 118226 SF Page 2 of 4 Facility Waste Compactors . 1. Location and installation details of automatic sprinkler in hopper of each chute-fed compactor. cleaning. elevations.21 including annexes and NFPA 82.60.30 and ANSI Z245. 2.4 A. Field quality-control reports. SUMMARY This Section includes waste compactors. 1. and attachments to other work. B. Include plans. B. ACTION SUBMITTALS Product Data: For each type of product indicated. Equipment access points and required space for equipment service and operation. DUBAI. 1. C. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data. or replacement of worn or defective components. Include quarterly preventive maintenance.2 A. and adjusting as required for proper waste-compactor operation at rated speed and capacity. provide 12 months' full maintenance by skilled employees of waste-compactor Installer. Provide parts and supplies the same as those used in the manufacture and installation of original equipment.6 A.3 A. lubrication. MAINTENANCE SERVICE Initial Maintenance Service: Beginning at Substantial Completion. sections. 1. Waste-Container Standards: ANSI Z245.GENERAL 1. details.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 118226 – FACILITY WASTE COMPACTORS (EQ04) PART 1 . UAE Title: DOCUMENT VOLUME 02. CLOSEOUT SUBMITTALS Operation and maintenance data.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. QUALITY ASSURANCE Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation and maintenance of units required for this Project.5 A. 1. Waste-Compactor Standards: ANSI Z245. B. 1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components. provide products that may be incorporated into the work.65 cu. 2. ANSI Z245. assemblies. B. Tests and Inspections: Division 11 Section 118226 SF Page 3 of 4 Facility Waste Compactors .2. and with components. INSTALLATION Install each waste compactor according to manufacturer's written instructions.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.PRODUCTS 2. complying with requirements. UAE Title: DOCUMENT VOLUME 02.EXECUTION 3. functional system. provide product for engineers approval WASTEC-Rated Size (Volume): Minimum [10.2 A. 2. DUBAI. 1. 3. 1.21[ including annexes]. Electrical Power Supply: 240 V. B. Finish: Manufacturer's standard primer for field painting a. 8. 5. WASTE COMPACTORS Waste Compactor: Manufacturer's standard self-contained horizontal -type stationary compactor. Basis-of-Design Product: Subject to compliance with requirements. Color: As selected by Architect from manufacturer's full range. including connections. 4. liquidtight.000 lb (5443 kg)] Motor Size: 30hp.00 cu.2 A. 3. FIELD QUALITY CONTROL Perform tests and inspections. and accessories needed to provide a complete. 60 Hz. options. Manufacturers: Subject to compliance with requirements. (7. m)] Clear Top Opening (Length by Width): Minimum [108 by 72 inches (2743 by 1829 mm)] Scale Weight: Maximum 12. and equipment installations. yd. Number of Extra Storage Containers: One FABRICATION Fabricate liquidtight compactor baffles to stop liquid from leaking out.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 .1 A. PART 3 . 7. Install automatic sprinkler in hopper of each chute-fed compactor according to NFPA 82. [3] phase.1 A. and ANSI Z245. 6. B. and to assist in testing. END OF SECTION 118226 Division 11 Section 118226 SF Page 4 of 4 Facility Waste Compactors . Replace damaged and malfunctioning controls and equipment. DEMONSTRATION Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. D. UAE Title: DOCUMENT VOLUME 02. DUBAI. operate.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and safeties. and maintain waste compactors according to manufacturer's requirements and ANSI Z245.2.3 A. 2. Perform installation and startup checks according to manufacturer's written instructions. alarms. 3. Prepare test and inspection reports. A waste compactor will be considered defective if it does not pass tests and inspections. C. Test and adjust controls. DIVISION 12 ________________________________________________________________________ FURNISHINGS . 1 3..Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.………………………………………… FABRICATION……………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.…………………………………………….2 EXECUTION…………………………………………………………………………………….0 2.3 PRODUCTS……………………………………………………………………………………….0 3..1 2.3 GENERAL………………………………………………………………………………………… SUMMARY………….0 1..……………………………………………………………………… 3 3 3 Division 12 Section124813 Page 1 of 3 Entrance Floor Mats and Frames . INSTALLATION…. CLOSEOUT SUBMITTALS……………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 124813 – ENTRANCE FLOOR MATS AND FRAMES (12FM01) TABLE OF CONTENTS 1.……………….2 2. PROTECTION……………. DUBAI.………………..1 1.…………………………………………………………… ACTION SUBMITTALS……………. 3 3 3 3.. ENTRANCE FLOOR MATS AND FRAMES.. GENERAL…..………………………. 2 2 2 2 2.……………………………………………………………………………….……………………………………………………….……………………………………..……….2 1. ROLL-UP RAIL MATS…. 5 mm) thick. Division 12 Section124813 Page 2 of 3 Entrance Floor Mats and Frames . Roll-up rail mats. sitting on continuous vinyl cushions. 3. CLOSEOUT SUBMITTALS Maintenance data. ACTION SUBMITTALS Product Data: For each type of product.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. and frame member. 4. Custom Graphics: Scale drawing indicating colors. C.2 A. Recessed frames. ENTRANCE FLOOR MATS AND FRAMES. Perimeter floor moldings.3 A. Aluminum-Rail Hinged Mats: Extruded-aluminum tread rails 1-1/2 inches (38 mm) wide by 3/8 inch (9. Shop Drawings: 1. ROLL-UP RAIL MATS Manufacturers: Subject to compliance with requirements. GENERAL Regulatory Requirements: Comply with applicable provisions in Accessibility Guidelines in relevant Authority having Jurisdiction. B.2 A. DUBAI.PRODUCTS 2.1 A. 2. B. 1. 2. provide the product indicated on Drawings or a comparable product. PART 2 . Items penetrating floor mats and frames. Resilient entrance mats. C. Basis-of-Design Product: Subject to compliance with requirements. Roll-up. provide products by available manufacturers that may be incorporated into the Work. 2. SUMMARY Section Includes: 1. including door control devices. Divisions between mat sections. 1. Samples: For each floor mat tread rail. UAE Title: DOCUMENT VOLUME 02.GENERAL 1. 3.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 124813 – ENTRANCE FLOOR MATS AND FRAMES (12FM01) PART 1 .1 A. resilient vinyl. 3. 3. Where joints in mats are necessary. B. Install surface-type units to comply with manufacturer's written instructions at locations indicated. Unless otherwise indicated. provide single unit for each mat installation. Tread Inserts: Ribbed-design-surface. Maintain protection until construction traffic has ended and Project is near Substantial Completion.EXECUTION 3. do not exceed manufacturer's recommended maximum sizes for units that are removed for maintenance and cleaning. END OF SECTION 124813 Division 12 Section124813 Page 3 of 3 Entrance Floor Mats and Frames . space symmetrically and away from normal traffic lanes. Miter corner joints in framing elements with hairline joints or provide prefabricated corner units without joints. B. DUBAI.2 A. FABRICATION Floor Mats: Shop fabricate units to greatest extent possible in sizes indicated. 4. provide temporary filler of plywood or fiberboard in recesses and cover frames with plywood protective flooring. Set mat tops at height recommended by manufacturer for most effective cleaning action. 5. PROTECTION After completing frame installation and concrete work.3 A. Coat concealed surfaces of aluminum frames that contact cementitious material with manufacturer's standard protective coating. Textures. 2. Rail Color: As selected by Architect from full range of industry colors and color densities. INSTALLATION Install recessed mat frames to comply with manufacturer's written instructions. Colors.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. coordinate with entrance locations and traffic patterns. UAE Title: DOCUMENT VOLUME 02. PART 3 . and Patterns of Inserts: As selected by Architect from full range of industry colors.1 A. coordinate tops of mat surfaces with bottoms of doors that swing across mats to provide clearance between door and mat.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Hinges: Aluminum Mat Size: As indicated 2. DIVISION 14 ________________________________________________________________________ CONVEYING EQUIPMENT . ………………… .3 3. SAFETY EQUIPMENT……………………………………………………………………………. ELEVATOR CAR…………………………………………………………………………………… TESTING…………………………………………………………………………………………… OPERATING PANELS AND INDICATOR………………………………………………………. CONTROL SYSTEM……………………………………………………………………………… OPERATION & CONTROL………………………………………………………………………..4 2..20 2.………………………………………………………. TRACTION MACHINE…………………………………………………………………………… MOTOR DRIVE…………………………………………………………………………………….……………………….13 2.. REQUIREMENTS OF INSTALLATION….11 2. MAINTENANCE………………………………………………………………………………….. GENERAL…. 3 3 4 4 4 4 4 4 5 5 6 7 8 8 9 10 11 12 12 12 13 14 15 16 3. PASSENGER ELEVATOR SPECIFICATION.……………….10 2..16 2.23 PRODUCTS……………………………………………………………………………………….……………………………………………..5 EXECUTION…………………………………………………………………………………….9 2.. HOISTWAY EQUIPMENT………………………………………………………………………. INSTALLATION…. INFORMATIONAL SUBMITTALS.0 3.…………………………………………………………… ACTION SUBMITTALS……………. PROTECTION……………..2 3. LIFT 03 & 04 PARTICULAR SPECIFICATIONS…………………………………………………. OPERATIONAL AND SPECIAL FEATURES FOR ALL ELEVATORS…………………………….1 3.3 1.1 1...7 2.……………………………………. CAPACITY………………………………………………………………………………………….0 2.………………………………………………. CAR AND LANDING SILLS……………………………………………………………………… ELECTRICAL INSTALLATION OF ELEVATORS…………………………………………………. 18 18 18 19 19 19 Division 14 Section 142100 SF Page 1 of 19 Electric Traction Elevators .2 1.. AS – FITTED DRAWINGS AND SERVICES MANUALS ………………………………………..………………… .17 2.2 2.0 1. TRAVELING CABLES……………………………………………………………………………. LIFT 01 & 02 PARTICULAR SPECIFICATIONS…………………………………………………..……………………………………………………………………… DEMONSTRATION……………………………………………………………………………….. THE MAIN CONTRACTOR……………………………………………………………………… MAINTENANCE AND GUARANTEE………………………………………………………….………………… .………………… .01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 142100 – ELECTRIC TRACTION ELEVATORS (CE03) TABLE OF CONTENTS 1.………………… .4 1.14 2.15 2.6 2.21 2.……………….……………………………………………………………………………….4 3.1 2.8 2.…………….5 GENERAL………………………………………………………………………………………… SUMMARY………….22 2.………………………… 2 2 2 2 2 3 2. UAE Title: DOCUMENT VOLUME 02.18 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI.………………………………………… BUILDERS WORK AND ATTENDANCE ………. SPEED…………………………………………………………………………………………….12 2.19 2.5 2. CLOSEOUT SUBMITTALS………………. FIELD QUALITY CONTROL………………………………………………………………………. WARRANTY.3 2.. 1. and maximum and average power demands. and components. in the form of a standard two-year maintenance agreement. Continuing Maintenance Proposal: Submit a continuing maintenance proposal from Installer to Owner. from manufacturer. as shown and specified.4 A. accessories. and electrical service[ including standby power generator]. and locations of equipment. Shop Drawings: 1.2 A. safety features. performances. as shown on Drawings. finishes.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 142100 – ELECTRIC TRACTION ELEVATORS (CE03) PART 1 . and [machine room] [control closet] layout and dimensions. operations. Include plans.[ machine room layout. and large-scale details indicating service at each landing. pit. and similar information. starting on date initial maintenance service is concluded. C. operation. B. DUBAI.] coordination with building structure. Division 14 Section 142100 SF Page 2 of 19 Electric Traction Elevators .1 A. C. SUMMARY Section includes electric traction passenger and service elevators. sections. Indicate maximum dynamic and static loads imposed on building structure at points of support. INFORMATIONAL SUBMITTALS Seismic Qualification Certificates: For elevator equipment. UAE Title: DOCUMENT VOLUME 02. 1. are adequate for elevator system being provided. 1.GENERAL 1. Samples: For exposed finishes. ACTION SUBMITTALS Product Data: Include capacities.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. elevations. relationships with other construction.3 A. and maintenance manuals. sizes. 2. Manufacturer Certificates: Signed by elevator manufacturer certifying that hoistway. B. CLOSEOUT SUBMITTALS Operation and Maintenance Data: For elevators to include in emergency. Inspection and Acceptance Certificates and Operating Permits: As required by authorities having jurisdiction for normal. unrestricted elevator use. as specified under electrical section. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE 1. or replace elevator work that fails in materials or workmanship within specified warranty period. restore. oiling and inspection of the elevator and all the associated equipment at periods of one month and to include for all emergency calls throughout the 24 hours of the day through the failure of the elevator to operate normally. WARRANTY Manufacturer's Special Warranty: Manufacturer agrees to repair.PRODUCTS 2. PART 2 . The Contractor shall commence the electrical installation from the circuit breakers provided in the machine room for this purpose. GENERAL The contractor shall supply. Division 14 Section 142100 SF Page 3 of 19 Electric Traction Elevators . All the components shall be selected to provide satisfactory operation under prevailing environment condition at site. modern. test and commissioning and hand over the complete elevator installation as specified and in accordance with of EN 81 elevator safety code The general requirements of the elevators and particular specifications are given in the schedules at the end of the specifications. DUBAI. The Contractor shall be responsible for the complete maintenance of the elevator for a period of 12 months from the date of acceptance by the Engineer of the complete elevator installation and shall include for cleaning. A monthly inspection sheet shall be submitted to the Engineer immediately after each monthly inspection cleaning and greasing.5 A. Warranty Period: 10 year(s) from date of Substantial Completion. so that there will be no areas of incompatibility. The contractor shall also give notice that any fault notified will receive immediate attention on the day of the notification.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. install. All the works shall be co-ordinate with the other contractors prior to installation. durable and efficient vertical transport system.1 PASSENGER ELEVATOR SPECIFICATIONS. elevator cars. solid state control systems and all other equipment and accessories required to provide a complete. The elevator system shall be equipped with traction machinery and associated traction equipment. 1. All the electrical equipment shall be compatible with the available electrical system of the building. UAE Title: DOCUMENT VOLUME 02.5 CAPACITY Each elevator shall have a safe carrying load inclusive of weight of complete car cable and ropes and in accordance with the attached schedule. 2. having stepless. After the motor cools down the elevator will resume normal operation.6 SPEED The rated speed of the elevators shall be as specified in the schedule. the elevator car is driven to the nearest possible floor where the doors will be opened to let the passenger out of the car. If the hoisting motor starts to overheat. The machine should be fixed to the rail at the upper part of the shaft. smooth speed time characteristics. 2.3 BUILDERS WORK AND ATTENDANCE The main contractor is to allow for all builders work as per requirements of the elevator sub – contractor listed elsewhere in connection with the elevator installation. 2.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Motor protection for the hoisting motor against overheating and burning. The main contractor shall also provide normal attendance including all usual facilities for the execution of the specialist sub – contract. isolated by isolation pads in case of machine room less type and on the machine room when a machine room is specified. 2.4 AS – FITTED DRAWINGS AND SERVICES MANUALS On completion of the elevators installation and at least one week prior to the date of inspection. Two sets of instruction manuals for general running and maintenance and repair are to be provided. DUBAI.7 TRACTION MACHINE The elevator shall be equipped with variable voltage and variable frequency controlled gearless motors.2 REQUIREMENTS OF INSTALLATION The elevators shall be supplied and installed by an approved manufacturer to the Engineer’s approval. The work will be carried out concurrently with the work of the building contract and the main contractor will be required to carry out certain work in connection with the specialist sub – contract. 2. Division 14 Section 142100 SF Page 4 of 19 Electric Traction Elevators .01 GENERAL SPECIFICATIONS ARCHITECTURE 2. the contractor shall hand over to the Engineer as – fitted elevator installation drawings. UAE Title: DOCUMENT VOLUME 02. While the car is decelerating the microprocessor will calculate and provide the ideal speed pattern to obtain the comfortable and stable riding performance. 2. failure of supply voltage. The inverter will control voltage and frequency continuously and accurately in accordance with speed command signal. variable frequency motor drive {VVVF} unit will control the motor speed using a microprocessor. which is performed by a microprocessor in the elevator controller.+ 2% from the rated frequency The VVVF drive unit will be provided with contractors for removing the power from the motor of the traction machine. Division 14 Section 142100 SF Page 5 of 19 Electric Traction Elevators .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. The VVVF drive unit will be capable of keeping the elevator service under the following condition. operation of any safety device. which performs AC –to – DC conversion. over current. Supply Line Voltage Fluctuation : . overheating of thyristor and transistor. While the car is accelerating the ideal accelerating pattern will be generated by the microprocessor to obtain the smooth and optimum acceleration. A pulse rotary encoder will detect the actual speed of the car. decelerating and landing.8 MOTOR DRIVE The variable voltage.9 CONTROL SYSTEM The control system will consist of the VVVF motor drive unit and a computerized controller. and an inverter which is designed to invert DC to three phase variable frequency AC. The inverter will give an output of sinusoidal current by application of pulse width modulation technology. Protective devices will ensure to open the main circuit between the VVVF unit and the motor of the traction machine to stop the elevator when one of the following conditions occurs: Phase reversal. The difference between the speed command signal and the actual speed measured by the pulse rotary encoder will control the motor speed while the car is accelerating. The Contractors will open each time the car stops. phase failure.10% + 5 % from the rated voltage Frequency Variation . DUBAI. The VVVF system will be provided with a converter. The brake of the traction machine will be applied while the contact drop out. A computer-controlled regulator will control the car speed by comparing the actual car speed detected by a pulse – rotary encoder with an ideal speed pattern generated by a microprocessor. As a result more people can be transported within a defined time interval. The traffic patterns are based on the forecast statistics. The operation will be of the selective collective type (simplex. 2. When the number of stops decreases. the time needed by each individual car to serve these calls. DCS knows in addition to this user’s destination floor.1. The system shall scatter the cars evenly within the UP and DOWN calls to ensure the shortest possible call and waiting times. five. With DCS.State of the art industrial PC-computer technology Division 14 Section 142100 SF Page 6 of 19 Electric Traction Elevators . "outgoing" and "Interfloor" traffic according to the floor where the passenger has boarded and existed the car. DUBAI. "Incoming".1 Operation & Control – Destination Control System (DCS) N/A In cases where DCS is used and the calls are allocated to the car. The operating equipment will consist of a series of micro touch button in each car number to correspond to the various landings. all connected electrically with the microprocessor governing floor selection and direction of travel to supply the operation described below. The passenger traffic flow is divided in three components.10. four. Thus elevator system handling capacity increases with DCS control compared to the conventional control. triplex. 2. The group controller shall utilize enhance spacing principle for call allocation. The controller shall have the following features: . 4. Conventional system knows from a landing call where the user is currently and to which direction he/she aims to go.01 GENERAL SPECIFICATIONS ARCHITECTURE At landing a smooth landing pattern will be generated by microprocessor and as soon as the car has stopped the mechanical brake will be applied to hold the car. The call allocation algorithm shall consider several factors to determine optimum routing and landing call.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. These forecasts shall include both the elapsed time of each call and. or six car group) as mentioned in the schedule for each group of elevators. With the additional information DCS can arrange users to proper cars so that the number of stops of each elevator is reduced during heavy traffic periods. The call time forecasts shall be continuously calculated. 3. UAE Title: DOCUMENT VOLUME 02. a single riser of “UP” and “DOWN” buttons at the intermediate landings and single button at the terminal landings. Duplex.10 OPERATION & CONTROL 1. On the other hand users’ waiting times are optimized during the light traffic. elevator round trip time becomes shorter. handling capacity is increased during heavy traffic. the elevator group control has more information than conventional control. and the exact number of users behind each call. 2. 5. It should be noted that this is not the priority call and it may take some time to get a totally empty car as it is not served with the priority.11 HOISTWAY EQUIPMENT (A) GUIDE RAILS For smooth running of the counterweight and the elevator car. o Priority call: The user is able to receive a car as soon as possible.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Elevators are named in alphabetical order (phase 3). guide rails with steel tee sections shall be installed. o Car out of service: The user is able to choose a certain car from the group and take it out of the service. UAE Title: DOCUMENT VOLUME 02. User’s journey: When the user enters to the building with DCS he/ she needs to first locate the Destination Operating Panel (DOP) in order to give an elevator call (phase 1). The mode takes the car out of the group. Division 14 Section 142100 SF Page 7 of 19 Electric Traction Elevators . o Space allocation: The user is able to call a car that leaves an extra space. During the trip the user is able to follow the position indicator and the next stops from COP. 2. Fail Safety shall be achieved by Twin Group control Backup (TGB) with Statistics Consistency Mechanism (SCM). from day to day repeating traffic patterns and detects prevailing traffic type with fuzzy logic. The rails shall rest on the hoistway pit to prevent exerting any physical forces on hoistway ceiling or walls of the building. The user is not able to choose the specific car as the priority is given for rapid delivery of the car. Proper expansion joints shall be provided to withstand forces created on temperature variations. o Empty car call: The user is able to call an empty car. As the user approaches the elevator group he/she can identify the right elevator by Elevator identifiers. With DOP the user selects the destination he/she aims to. The DOP shall have the option to do the following functions With a PIN code activation: o Car cleaning: The user is able to call a specific elevator from the group to the landing. At the destination user exits the elevator (phase 5).01 GENERAL SPECIFICATIONS ARCHITECTURE - - State of the art landing allocation based on Genetic Algorithms (GE) Artificial intelligence (AI) with Traffic Forecaster (TF) learns the regular. DUBAI. The assigned elevator takes the user to the destination. covering the entire height of the elevator shaft. (B) HOISTING ROPES. but there is no call buttons on DCS COP (phase 4). The DOP then indicates which elevator is assigned for the user (phase 2). In case the master unit fails the backup unit is able to take over the control seamlessly. An oil gauge shall be provided to check the oil level. The plunger shall be of mild steel. (E) BUFFERS Oil type buffers shall be fitted in the hoistway pit beneath both car and the counterweight. UAE Title: DOCUMENT VOLUME 02.13 SAFETY EQUIPMENT The gradual type – safety system.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Spring type buffers shall be provided for speeds 60 MPM and below only. apply normal brakes and engage the safety gear jibs when the safety gear jibs engage with the car guides. 2. It shall. It shall apply a constant retarding force to bring the car to a gradual and smooth stop within defined limits. Polyurethane coated belts with high-tensile-grade. comprising of a close loop roping system. DUBAI. over speed centrifugal governor. The governor ropes shall be tensioned by a weight – loaded device located in the pit.12 TRAVELING CABLES Steel Wire Ropes/ Coated Steel Belts: Suitable steel wire ropes as specified in codes. safety gear equipment etc. (C) GOVERNOR ROPES These shall be manufactured similar to hoisting ropes. in sequence cut off the motor power supply. zinc-plated steel cords shall be acceptable 2. operating the safety gear. Re – setting of the safety devices shall be possible by moving the car in upward direction.01 GENERAL SPECIFICATIONS ARCHITECTURE Bright steel wire ropes with fiber cores of adequate cross – section manufacture to EN 81 or steel wire ropes with adequate cross – section. accurately machined and designed to provide very high safety factor. The two ends shall be securely linked to the car and attached to the safety gear operating level. the governor jaws shall trip. (D) COUNTERWEIGHT Cast iron blocks enclosed in a steel framework shall be provided to balance the weight of the car and the specified capacity. These shall be securely mounted on continuous RS channels and correctly disposed relative to the car and the counterweight. shall be provided. manufactured to EN81. The operation of the system shall be such that if the car over speeds in the downward direction. The complete system shall comply with the relevant sections of EN 81 elevator safety code A) OVER TRAVEL Division 14 Section 142100 SF Page 8 of 19 Electric Traction Elevators . A toughened rubber bumper shall be fitted to the top of the plunger to withstand the impact of the steel buffer plates mounted on the underside of the car and the counterweight. interior design and decorations. The car shall then only operate on the attendant operation and it shall start registering the car calls. It shall not register any hall calls. The operating buttons and keys shall be as given in the relevant section of the specification. A safety electrical switch shall be provided to prevent the car traveling when this emergency exit is open.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. This door shall be able to open either inside or outside. B) EVACUATION DEVICES Provision shall be made to move the car manually from the machine room to a nearest landing in either direction to facilitate evacuation of passengers during a power failure. ceiling and lighting and other facilities shall be as called for in the schedule. The car shall be of rigid steel framework with sound isolation designed and manufactured all in accordance with relevant sections of EN81. main landing and the machine room. B) EMERGENCY LIGHTING Self-contained. D) INTERCOMMUNICATON SYSTEM Intercommunication system between the car.01 GENERAL SPECIFICATIONS ARCHITECTURE Over travel limit switches shall be provide at the top and bottom of the terminal landings of disconnect the power supply and apply brakes to bring the car to safe stop position in the event of an over travel in either direction. C) FIREMAN EMERGENCY OPERATION Fire Emergency operation key switch shall be installed near the entrance of the main landing and shall operate any one of the elevators under conditions of emergency in the event of fire. it shall immediately disconnect the elevator under normal automatic operation and the car shall return to the main landing. so that the passenger will not wait for the elevator. with a trickle charger. non – maintained emergency light. in addition to the items already specified. DUBAI. UAE Title: DOCUMENT VOLUME 02.14 ELEVATOR CAR The size of the car. C) EMERGENCY EXIT An emergency exit shall be provided on car roof. This operation shall be in Full compliance to Dubai Civil Defense requirements When the fireman emergency call key switch is switched to fire position. 2. A) VENTILATION Electric ventilation mounted on car roof with proper vents to be provided. The following facilities shall be provided for each car. Division 14 Section 142100 SF Page 9 of 19 Electric Traction Elevators . G) DOOR OPERATOR The door operator shall be variable speed controlled AC motor with VVVF control suitable for the specified duty. H) SAFETY FEATURES Emergency unlocking key from landing side for evacuation and maintenance work. a thorough test of the elevators under the working conditions shall be carried out in the presence of and to the approval of the engineer. The opening and closing speeds of the doors shall be adjustable. The blinking overload indicator and the sounding buzzer shall signal the overload condition to the passengers. within landing zones during power failure. The finish of the doors shall be as specified in the schedule. quite and precise door control.01 GENERAL SPECIFICATIONS ARCHITECTURE E) WORKING PLATFORM A working platform. Division 14 Section 142100 SF Page 10 of 19 Electric Traction Elevators . centre opening automatic sliding doors. The inverter shall include high speed switching device which in turn shall provide a smooth sine curve of output current to assure smooth. All weights necessary to carry out the full load and overload tests must be provided by the contractor and removed after use. Electrical interlock to operate in conjunction with the car doors.15 TESTING On completion. F) CAR AND LANDING DOORS The car and landing doors shall be fully automatic. Overload indicator with buzzer. The tests will include the following: No load current and voltage readings bot on “UP and “DOWN” circuits. The landing and car doors shall operate in full synchronism advance door opening during car’s approach to a landing could be used to speed up passenger transfer. Emergency light with trickle charger. Manual opening of the doors from inside the car. DUBAI. UAE Title: DOCUMENT VOLUME 02. Electronic curtain of light shall be fixed to the sill of the car doors to reverse the doors when there is any obstruction for closing. 2. If the car is overloaded it shall prevent from starting. two panel. All materials used must be of the highest quality and best of their respective kinds and must comply with the relevant EN 81. complying with EN 81 shall be provided on the roof of the car.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. so that elevators cannot operate unless doors are closed. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. DUBAI. Starting current and voltage and time taken to operate overload. Collective control and priority sequences. Indicators shall be properly designed for better recognition with colour filters to provide good contrast. its position shall be indicated by the illumination of the numeral/letter corresponding to the landing at which the elevator is stopped or passing. 2. Hall lanterns shall be part of this indicator and Division 14 Section 142100 SF Page 11 of 19 Electric Traction Elevators . Final terminal stopping device. Intercom station. Door contacts. in the car and over the main landing entrance of each elevator. Overload indicating lamp with buzzer. Insulation and earth continuity.16 OPERATING PANELS AND INDICATORS A) CAR OPERATING PANEL The car operating panel of each elevator shall contain the following: Operating buttons numbered to correspond to the landing served with acknowledge light for each button. B) LANDING POSITION INDICATOR Car position indicator shall be provided for each car. Normal terminal stopping device. Safety gear mechanism. if provided and installed. Speeds on up and down travel with loading and empty. if installed. UAE Title: DOCUMENT VOLUME 02.01 GENERAL SPECIFICATIONS ARCHITECTURE Full load current and voltage readings both on ‘UP’ and ‘DOWN’ circuits. Overload protection. Gate sequence relays. As the elevator travels through the hoistway. (DCS elevators shall not have these buttons) Emergency call button. All interlocks. shaft lighting and ladder in pit. short – circuit protection. 2. The sills shall be designed to provide adequate strength to support the loads exerting on them. 2. in addition to the safety and decorative entrance plate appearance. including wire mesh partition. DCS elevators will have Elevator Identifiers (EI) on each landing with Alphabets C) PUSH BUTTONS AND INDICATORS FOR LANDING 1) Up and down call buttons with indicator lights to show that the call had been registered. Plastic trunking shall be used wherever possible instead of multiple conduits. Flexible conduits shall be used between trunking and apparatus.17 CAR AND LANDING SILLS Sills manufactured as specified in the schedules shall be fitted at every landing entrance and on the car platform for the entire width of the door opening. UAE Title: DOCUMENT VOLUME 02.19 THE MAIN CONTRACTOR SHALL PROVIDE THE REQUIREMENT OF ELEVATOR SUBCONTRACTOR SUCH AS: 1. 2) DCS lifts shall have Destination Operating Panel (DOP) with screen to guide passengers at each landing. rail guard/mesh/safety chain in the machine room. 3) Hall indicators(Lanterns) / call buttons to be provided as specified in the schedule. Division 14 Section 142100 SF Page 12 of 19 Electric Traction Elevators . Related builder’s works. DUBAI. These shall include overload protection.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. These sills shall be with integral grooves to act as guide for the bottom of the door panels. 4) Fire alarm call switch at the main landing. Earthing of all the equipment shall be carried out as specified in electrical specification and as per IEE regulations.01 GENERAL SPECIFICATIONS ARCHITECTURE shall light up when the elevator reaches the floor level. Gongs shall be also provided at each floor.18 ELECTRICAL INSTALLATION OF ELEVATORS General wiring throughout the installation shall be carried out as specified in the electrical specifications. Distribution equipment shall contain all protection equipment for motors and circuits. 2. These sills shall be flushed with the finished floor level. single phasing protection etc as appropriate. The car sill shall be securely fitted to the car platform and the landing sills securely fitted to the entrance threshold. Normally. in the lift machine room.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Air – conditioner or suitable capacity. 12.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. Temporary 3-phase power supply for installation and testing purposes up in the shafts and machine rooms with breakers. permanent 3 phase 400V 50 Hz and 1 PH 240V 50Hz TPN + SPN circuit breakers of required capacity etc. 10. if automatic recalling of elevators during fire is required. Maintenance shall include replacement of parts or whole equipment that show manufacturing installation defects during operation or due to normal wear and tear. closed type voltage free sensing contacts (rating of contact 125 V DC 5A ) with wiring from AST / Generator panel to elevator control panel. 8. All in accordance with electrical specifications & drawings. Normally open free sensing contacts with wiring from fire alarm panel to elevator shaft.0 meters interval. Corian / Marble flooring in the lift cabin. 2.20 MAINTENANCE AND GUARANTEE The contractor shall be responsible for the maintenance of the lifts at his own expense for a duration of one year starting from the date of issue of the completion certificate. Sufficient weather proof lockable storage accommodation to store the elevator materials at ground floor near elevator shaft. Carnage facility for unloading lifts materials from containers and shifting the same to various floors and machine room. every 2. (If Applicable) 3. Division 14 Section 142100 SF Page 13 of 19 Electric Traction Elevators . 5. UAE Title: DOCUMENT VOLUME 02. DUBAI. 13. Emergency standby generator or required capacity to run the elevators in the event of power failure. Hoisting beam/hooks. Steel separator beams in between hoist ways at approx. 6. 11. 4. Sufficient lighting every 7 meters through out the shaft in accordance with EN81 safety code. Provision of conduits with draw wire between elevator shaft and security / reception for elevator interphone supervisory panel. 7. 14. Temporary protection of elevators that will be used during the construction period(If any). 9. 4 Approx 2680 X 2250 Simplex 6800 1400 MRL (Machine Room Less) Variable Voltage Variable Frequency.01 GENERAL SPECIFICATIONS ARCHITECTURE The Contractor shall guarantee every piece of equipment from any manufacturing or installation defects for a period of one year starting from the date of issue of the completion certificate. Lighting Passenger Lifts 2 1150 1 2/2 G. 240V 50 Hz II.1 5.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. UAE Title: DOCUMENT VOLUME 02. DUBAI. 1 KA Collective Down 400V 50hz . LIFT LOBBY Landing DOOR PANEL FINISHES Linen Stainless Steel TYPE 2-Panel Center Opening Landing DOOR FRAME Narrow jamb Hairline Stainless Steel LOP BUTTONS Mechanical Buttons with Braille LOP FACEPLATE As per manufacturer standard design V. OF STOPS / OPENINGS FLOOR DESIGNATION TRAVEL HEIGHT (m) SHAFT SIZE (W x D) per lift (mm) LIFT ARRANGEMENT OVER TRAVEL (mm) PIT DEPTH (mm) DRIVE SYSTEM CONTROL SYSTEM OPERATION POWER SUPPLY (Main).21 LIFT 01 & 02 PARTICULAR SPECIFICATIONS TYPE QUANTITY RATED CAPACITY (kg) SPEED (m/s) NO. STANDARD CONTROL FEATURES INCLUDED IN THE PACKAGE CAR / LANDING INDICATOR LED Segment Provision of card reader system on landing stations Division 14 Section 142100 SF Page 14 of 19 Electric Traction Elevators . OF COP'S /LOCATION 1 / front Wall COP FACEPLATE As per manufacturer standard design CAR CEILING Hairline Stainless Steel III. LIFT CAR CAR SIZE (W x D x H) 1800 x 1500 x 2500 DOOR TYPE 2-Panel Center Opening DOOR SIZE (W x H) 1000 x 2100 DOOR PANEL Linen Stainless Steel DOOR SILL Extruded Aluminum FRONT WALL FINISHES Hairline Stainless Steel REAR WALL FINISHES Linen Stainless Steel SIDE WALL FINISHES Linen Stainless Steel HANDRAILS Yes (3 walls) in hairline Stainless Steel MIRROR Yes (rear wall Half Height) COP BUTTONS Mechanical Buttons with Braille NO. 2. OF STOPS / OPENINGS FLOOR DESIGNATION TRAVEL HEIGHT (m) SHAFT SIZE (W x D) per lift (mm) LIFT ARRANGEMENT OVER TRAVEL (mm) PIT DEPTH (mm) DRIVE SYSTEM CONTROL SYSTEM OPERATION POWER SUPPLY (Main).1 5. OF COP'S /LOCATION COP FACEPLATE CAR CEILING Division 14 Section 142100 SF Page 15 of 19 Passenger Lifts 2 630 1 2/2 G.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. LIFT CAR 1100 x 1400 x 2135 2-Panel Center Opening 900 x 2100 Linen Stainless Steel Extruded Aluminum Hairline Stainless Steel Linen Stainless Steel Linen Stainless Steel Yes (3 walls) in hairline Stainless Steel Yes (rear wall Half Height) Mechanical Buttons with Braille 1 / front Wall As per manufacturer standard design Hairline Stainless Steel III. 1 KA Collective Down 400V 50hz .4 Approx 2235 X 3300 Simplex 6800 1400 MRL (Machine Room Less) Variable Voltage Variable Frequency.01 GENERAL SPECIFICATIONS ARCHITECTURE Pre-opening Doors Arrival Gong Automatic Evacuation to Nearest Floor Car Fan and Light Automatic Off Door Protection Light Curtain Earthquake Control Emergency Power Operation Fireman's Control Full Load Bypass Intercom System 2 Ways Overload Holding Stop 2. UAE Title: DOCUMENT VOLUME 02. Lighting CAR SIZE (W x D x H) DOOR TYPE DOOR SIZE (W x H) DOOR PANEL DOOR SILL FRONT WALL FINISHES REAR WALL FINISHES SIDE WALL FINISHES HANDRAILS MIRROR COP BUTTONS NO. 240V 50 Hz II.22 LIFT 03 & 04 PARTICULAR SPECIFICATIONS TYPE QUANTITY RATED CAPACITY (kg) SPEED (m/s) NO. DUBAI. LIFT LOBBY Electric Traction Elevators . all calls are cancelled and the designated car returns immediately to a specified floor to facilitate rescue afterwards. Overload holding stop: When the car load exceeds pre-determined capacity. Car Arrival gong: An electronic gong sounds to inform waiting passengers of the car arrival and shall be part of the landing signalization. the elevator will stop its operation with the doors open at the floor and a buzzer will sound. machine room and security personnel at ground floor lobby near the elevator entrance. the car responds only to car calls. UAE Title: DOCUMENT VOLUME 02. DUBAI. Service lifts S1 & S3 shall have switches and shall be dedicated for fireman use during fire. The buzzer will stop Division 14 Section 142100 SF Page 16 of 19 Electric Traction Elevators . STANDARD CONTROL FEATURES INCLUDED IN THE PACKAGE CAR / LANDING INDICATOR LED Segment Provision of card reader system on landing stations Pre-opening Doors Arrival Gong Automatic Evacuation to Nearest Floor Car Fan and Light Automatic Off Door Protection Light Curtain Earthquake Control Emergency Power Operation Fireman's Control Full Load Bypass Intercom System 2 Ways Overload Holding Stop 2.01 GENERAL SPECIFICATIONS ARCHITECTURE Landing DOOR PANEL FINISHES Linen Stainless Steel TYPE 2-Panel Center Opening Landing DOOR FRAME Narrow jamb Hairline Stainless Steel LOP BUTTONS Mechanical Buttons with Braille LOP FACEPLATE As per manufacturer standard design V. which shall be fixed at all floors above the door. All elevators shall return non-stop to the main floor upon receiving a signal from fire alarm panel. Interphone: Interphone for three way communication between the elevator cabin.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.23 OPERATIONAL AND SPECIAL FEATURES FOR ALL ELEVATORS Fireman's Emergency Operation: When the fireman's switch is activated during the fire. a temporary override function is to be automatically engaged to close the doors. the override has to be cleared and normal operation resumes.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Emergency Car Lighting: Turns on immediately when normal power fails. rather than force itself open / closed. Re – open with hall button. when a pebble becomes lodged in the door track.01 GENERAL SPECIFICATIONS ARCHITECTURE when enough passengers have excited the car to reduce the load to below the excess capacity. providing a minimum level of illumination within the car. Door Sensor Self Diagnosis: If a non-contact door sensor fails. Door Load Detector: When an object is caught in opening / closing doors. the doors will reverse its direction when an excess load is detected. Door Nudging Feature: In the event of any door safety device malfunction. thereby preventing a fault in elevator operation. Repeating of door close. Division 14 Section 142100 SF Page 17 of 19 Electric Traction Elevators . Other features: Expediting of door close. Curtain of lights: Each elevator shall be equipped with a curtain of lights fixed on the car door sill. Door open and door close buttons DC alarm bell. UAE Title: DOCUMENT VOLUME 02. the reverse cycle is to be repeated until the problem is eliminated. Once the doors close completely. For example. the system will automatically determine the timing of the door closing to maintain the elevator service. Hand – winding operation for emergency purposes. When a passenger or an object passes through the infra-red beams. the closing doors will be opened immediately. DUBAI. nonmetallic grout. INSTALLATION Sound Isolation: Mount rotating and vibrating equipment on vibration-isolating mounts to minimize vibration transmission to structure and structure-borne noise due to elevator system. UAE Title: DOCUMENT VOLUME 02. Place hall lanterns either above or beside each hoistway entrance. E. 2. Locate hall signal equipment for elevators as follows unless otherwise indicated: 1. FIELD QUALITY CONTROL Acceptance Testing: On completion of elevator installation and before permitting elevator use (either temporary or permanent). up or down.01 GENERAL SPECIFICATIONS ARCHITECTURE Safety : Gradual type Buffers : Spring type according to the code Guide Rails : Steel tee sections Car Fan : A fan shall be mounted on the car top. locate hall push-button stations between two elevators at center of group or at location most convenient for approaching passengers. Fill space under sill solidly with nonshrink. perform acceptance tests as required and recommended by ASME A17. as recommended by manufacturers. Division 14 Section 142100 SF Page 18 of 19 Electric Traction Elevators .1 A. : 415 volts 3 phase 50 Hertz for Elevator Lighting Supply and ventilation. For groups of elevators. B. D. regardless of load and travel direction.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Mount hall lanterns at a minimum of 1829 mm above finished floor. : 230 volts 1 phase 50 Hertz for cabins lighting PART 3 . 3. Set sills flush with finished floor surface at landing.2 A. Lubricate operating parts of systems. 3.EXECUTION 3.1/CSA B44 and by governing regulations and agencies. C. including ropes. Power Supply Equipment. DUBAI. Leveling Tolerance: 3 mm. PROTECTION Temporary Use: [Limit temporary use for construction purposes to one elevator. to protect finishes from damage. DUBAI. Engage elevator Installer to provide full maintenance service. signs. Engage elevator Installer to restore damaged work. and adjusting as required for proper elevator operation at rated speed and capacity. 3.5 A. or provide new units as required. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2. make required repairs and refinish entire unit. 4. so no evidence remains of correction. cleaning. lubrication. if any. Include monthly preventive maintenance. Return items that cannot be refinished in the field to the shop. either within finished car or in place of finished car. devices. 3. END OF SECTION 142100 Division 14 Section 142100 SF Page 19 of 19 Electric Traction Elevators . 3. MAINTENANCE Initial Maintenance Service: Beginning at Substantial Completion. barriers. Provide car with temporary enclosure. maintenance service shall include 12 months' full maintenance by skilled employees of elevator Installer. DEMONSTRATION Engage a factory-authorized service representative to train Owner's maintenance personnel to operate elevator. ]Comply with the following requirements for[ each] elevator used for construction purposes: 1.3 A.01 GENERAL SPECIFICATIONS ARCHITECTURE 3. Provide other protective coverings. repair or replacement of worn or defective components. and procedures as needed to protect elevator and elevator equipment.4 A. DIVISION 32 ________________________________________________________________________ EXTERIOR IMPROVEMENTS . 1 2.10 2.………………………….………………..……………… BITUMINOUS SETTING-BED MIX……….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321400 – UNIT PAVING TABLE OF CONTENTS 1.………….………………………….…………………………..3 2.………………….………………………….…………………………. CONCRETE PAVERS…………….1 3. UAE Title: DOCUMENT VOLUME 02. MORTAR AND GROUT MIX…………………………………………………………………….……………….0 1.………………. 7 7 8 8 9 Division 32 Section 321400 SF Page 1 of 10 Unit Paving . PROJECT CONDITION………….………………………….…………………………. 2 2 2 2 2.………………………….8 2. GENERAL……………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 2. ACCESSORIES…………….7 2.. GROUT MATERIALS………. DUBAI.………………………….1 1. BITUMINOUS SETTING-BED MATERIALS…………….……………………………………………..9 2.4 2.………………… . AGGREGATE SETTING-BED APPLICATIONS. BRICK PAVERS…………….2 1.….6 2.2 3. MORTAR SETTING-BED MATERIALS…………….………………………….…………………………………………………………… ACTION SUBMITTALS……………. INSTALLATION..…………….…………….……………………….………………………………………………… BITUMINOUS SETTING-BED APPLICATION…………………………………………………… MORTAR SETTING-BED APPLICATIONS…………….……………….………………………….………………………….………………… .………………………….………………………………………….………………………….………… ASPHALT-BLOCK PAVERS…………….11 PRODUCTS………………………………………………………………………………………. 3 3 3 4 4 5 5 5 6 6 6 7 3.0 2. EDGE RESTRAINTS…………….………………………….…………….3 3. AGGREGATE SETTING-BED MATERIALS…………….…………….4 EXECUTION…………………………………………………………………………………….0 3.5 2.3 GENERAL………………………………………………………………………………………… SUMMARY………….…………………………... Asphalt-block pavers set in bituminous setting beds. cost for each regional material.2 A. Stone pavers set in mortar setting beds. DUBAI.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.1/ASCE 6/TMS 602. B. certificates indicating location of material manufacturer and point of extraction. Concrete pavers set in mortar setting beds. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530. 3. Samples for unit pavers joint materials and edge restraints. Do not apply mortar to substrates with temperatures of 100 deg F (38 deg C) and higher. or recovery for each raw material. harvest. Cold-Weather Requirements: Comply with cold-weather construction requirements contained in ACI 530. 2. LEED/EHS Submittals: 1.1/ASCE 6/TMS 602. Weather Limitations for Mortar and Grout: 1. 2. ACTION SUBMITTALS Product Data: For materials other than water and aggregates. C. Weather Limitations for Bituminous Setting Bed: Install bituminous setting bed only when ambient temperature is above 40 deg F (4 deg C) and when base is dry. PROJECT CONDITIONS Cold-Weather Protection: Do not use frozen materials or build on frozen subgrade or setting beds.1 A. UAE Title: DOCUMENT VOLUME 02. 4. and fraction by weight that is considered regional. SUMMARY Section Includes: 1. B.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321400 – UNIT PAVING PART 1 .GENERAL 1. Include statement indicating distance to Project. 5.3 A. Aluminum edge restraints. 1. Brick pavers set in mortar setting beds. Division 32 Section 321400 SF Page 2 of 10 Unit Paving . 1. C. Manufacturers: Subject to compliance with requirements. as well as manufactured. Temporary Protective Coating: Precoat exposed surfaces of brick pavers with a continuous film of a temporary protective coating that is compatible with brick. DUBAI.1 A. [Application PS] [Application PX] [Application PA]. B. 1. within 500 miles (800 km) of Project site. provide available products that may be incorporated into the Work. Color: [As selected by Architect from manufacturer's full range] 3. Brick Pavers: Light-traffic paving brick.2 A. as well as manufactured. Thickness: 3-1/8 inches (80 mm) Face Size and Shape: [3-7/8 inches (98 mm)] [4-7/16 inches (113 mm)] [8-7/8 inches (225 mm)] [9 inches (229 mm)] square. or recovered. 1. and grout products.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 2 . [Type I] [Type II] [Type III]. made from normal-weight aggregates. C. ASTM C 902. 4. Division 32 Section 321400 SF Page 3 of 10 Unit Paving . harvested. within 500 miles (800 km) of Project site. BRICK PAVERS Regional Materials: Provide brick pavers that have been manufactured within 500 miles (800 km) of Project site from materials that have been extracted. provide available products that may be incorporated into the Work. CONCRETE PAVERS Regional Materials: Provide concrete pavers that have been manufactured within 500 miles (800 km) of Project site from aggregates[ and cement] that have been extracted. mortar. 2. 5. Provide brick without frogs or cores in surfaces exposed to view in the completed Work. heavy-duty units are usually 3-1/8 inches (80 mm) thick. 2. Thickness: [1-1/4 inches (32 mm)] [1-1/2 inches (38 mm)] [1-5/8 inches (41 mm)] [21/4 inches (57 mm)] [2-5/8 inches (67 mm)] [As indicated] <Insert dimension>. Manufacturers: Subject to compliance with requirements.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Concrete Pavers: Solid interlocking paving units complying with ASTM C 936 and resistant to freezing and thawing when tested according to ASTM C 67. or recovered. [Class SX] [Class MX]. Face Size and Shape: [3-7/8-by-7-7/8-inch (98-by-200-mm)] [4-by-8-inch (102-by-203mm)] [4-7/16-by-8-7/8-inch (113-by-225-mm)] rectangle. Face Size: [3-3/4 by 7-1/2 inches (95 by 190 mm)] [3-5/8 by 7-5/8 inches (92 by 194 mm)] [3-5/8 by 11-5/8 inches (92 by 295 mm)] [7-5/8 by 7-5/8 inches (194 by 194 mm)] [4 by 8 inches (102 by 203 mm)] [4 by 12 inches (102 by 305 mm)] [8 by 8 inches (203 by 203 mm)] [As indicated] <Insert dimensions>. 2. UAE Title: DOCUMENT VOLUME 02. 4. B. harvested. Standard-duty interlocking concrete pavers are usually 2-3/8 inches (60 mm) thick.PRODUCTS 2. 3. DUBAI.. made from lightweight concrete. Color: As selected by Architect from manufacturer's full range.01 GENERAL SPECIFICATIONS ARCHITECTURE 6. Face Size and Shape: [9 inches (229 mm) square] [12 inches (305 mm) square] [As indicated] <Insert dimensions and shape>. 5. inorganic stone dust or cement filler. 4. and steel stakes 15 inches (380 mm) long for each loop. Color: As selected by Architect from manufacturer's full range.(300-mm-) long steel spikes. 2. Color: As selected by Architect from manufacturer's full range. 3. Manufacturers: Subject to compliance with requirements. Type III. UAE Title: DOCUMENT VOLUME 02. Finish: [Natural.4 mm) thick by 5 inches (125 mm) high with loops pressed from or welded to face to receive stakes at 36 inches (900 mm) o. provide available products that may be incorporated into the Work.3 A. 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 3. available EDGE RESTRAINTS Plastic Edge Restraints: Manufacturer's standard triangular PVC extrusions [1-3/4 inches (45 mm) high by 3-1/2 inches (89 mm) wide] designed to serve as edge restraints for unit pavers. Manufacturers: Subject to compliance with requirements. Face Size and Shape: [5-1/2-inch (140-mm) octagon with attached 3-1/2-inch (89mm) square] [4-1/2-by-9-inch (114-by-229-mm) rectangle with saw-tooth edges] [43/4-inch (121-mm) rectangular and trapezoidal units arranged in semicircular courses to produce fan-shaped pattern] [As indicated] <Insert dimensions and shape>. ASPHALT-BLOCK PAVERS Asphalt-Block Pavers: Solid units made from asphalt cement complying with ASTM D 312.(203-mm-) wide hexagon] <Insert dimensions>. with pipe connectors and 3/8-inch (9. Thickness: [1-1/4 inches (32 mm)] [2 inches (51 mm)] <Insert dimension>. 2. 2. 4. 2. Thickness: [1-5/8 inches (41 mm)] [1-3/4 inches (45 mm)] <Insert dimension>.4 A. Manufacturers: Subject to compliance with requirements. 1. 1.5-mm) diameter by 12-inch. C. provide manufacturers offering products that may be incorporated into the Work. provide manufacturers offering products that may be incorporated into the Work. available Steel Edge Restraints: Manufacturer's standard painted steel edging 1/4 inch (6. 7. smooth] [Ground] [Ground and sandblasted].c. B. Face Size: [4 by 6 inches (102 by 152 mm)] [6 by 6 inches (152 by 152 mm)] [8 by 8 inches (203 by 203 mm)] [8-inch.5 mm). Concrete Pavers: Solid paving units complying with ASTM C 1491. consisting of clean. unweathered stone crushed into angular particles varying in size up to 3/8 inch (9. hard. rigid type for straight edges and flexible type for curved edges. Division 32 Section 321400 SF Page 4 of 10 Unit Paving . and coarse aggregate. with elongation greater than 50 percent. ASTM D 4751. cutback asphalt. 2. Neoprene-Modified Asphalt Adhesive: Paving manufacturer's standard adhesive consisting of oxidized asphalt combined with 2 percent neoprene and 10 percent long-fibered mineral fibers containing no asbestos. AGGREGATE SETTING-BED MATERIALS Graded Aggregate for Base: Sound. Color: As selected by Architect from manufacturer's full range available ACCESSORIES Cork Joint Filler: Preformed strips complying with ASTM D 1752. crushed stone or gravel complying with ASTM D 448 for Size No.5 per second. washed. natural sand or crushed stone complying with gradation requirements in ASTM C 144 for for leveling course less than 1 inch (25 mm) thick. Provide in granular.7 A. Viscosity Grade AC-10 D. minimum.18-mm) sieve and no more than 10 percent passing No. sharp. made from polyolefins or polyesters. 8 B. 200 (0. E. Division 32 Section 321400 SF Page 5 of 10 Unit Paving . C. 2. Herbicide: Commercial chemical for weed control. washed. B. ASTM D 4491. DUBAI. Sand for Leveling Course: Sound. Drainage Geotextile: Nonwoven needle-punched geotextile fabric. maximum. 3. registered with the EPA. sharp. Sand for Joints: Fine. natural sand or crushed stone with 100 percent passing No. Permittivity: 0. B. 40 (0. Fine Aggregate for Setting Bed: ASTM D 1073. Asphalt Cement: ASTM D 3381. or wettable powder form. BITUMINOUS SETTING-BED MATERIALS Primer for Base: ASTM D 2028.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. C. 2 or No. Type II. Grade 2A1. No. 2. manufactured for subsurface drainage applications. Manufacturers: Subject to compliance with requirements. grade as recommended by unit paver manufacturer.5 A.425-mm) sieve. UAE Title: DOCUMENT VOLUME 02. provide manufacturers offering products that may be incorporated into the Work. measured per test methods referenced: 1.6 A. Compressible Foam Filler: Preformed strips complying with ASTM D 1056. Apparent Opening Size: No.075-mm) sieve.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 16 (1. complying with AASHTO M 288 and the following. liquid. D. 2. 1. B. and lime for mortar that has been extracted. Polymer-Modified Tile Grout: ANSI A118.10 A. Water: Potable.9 A. prepackaged with other dry ingredients. as well as manufactured. Heat mixture to 300 deg F (149 deg C). D. 2.7. sanded. serving as replacement for part or all of gaging water. F. natural sand or crushed stone with 100 percent passing No. BITUMINOUS SETTING-BED MIX Mix bituminous setting-bed materials at an asphalt plant in approximate proportion. C. 2. washed. cement. Sand for Joints: Fine.18-mm) sieve and no more than 10 percent passing No.8 A. Portland Cement: ASTM C 150. as well as manufactured. of type specifically recommended by latex-additive manufacturer for use with fieldmixed portland cement and aggregate mortar bed. GROUT MATERIALS Regional Materials: Provide aggregate and cement for grout that has been extracted. E. Manufacturers: Subject to compliance with requirements. Grout Colors: As selected by Architect from manufacturer's full range D. harvested. Division 32 Section 321400 SF Page 6 of 10 Unit Paving . 4. 1. 200 (0. and not containing a retarder. Type I. within 500 miles (800 km) of Project site. Polymer Type: Acrylic resin in liquid-latex form for addition to prepackaged dry-grout mix.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. redispersible form. Latex Additive: acrylic resin water emulsion. or recovered. harvested. provide available products that may be incorporated into the Work. 2. Basis-of-Design Product: Subject to compliance with requirements. C. UAE Title: DOCUMENT VOLUME 02.075-mm) sieve. sharp. 16 (1. Type S. Polymer Type: Ethylene-vinyl acetate or acrylic additive in dry. within 500 miles (800 km) of Project site. Hydrated Lime: ASTM C 207. MORTAR SETTING-BED MATERIALS Regional Materials: Provide aggregate.01 GENERAL SPECIFICATIONS ARCHITECTURE E. 2. provide r comparable product. B. Water: Potable. Sand: ASTM C 144. of 7 percent asphalt cement to 93 percent fine aggregate unless otherwise indicated. 3. or recovered. by weight. DUBAI. D.01 GENERAL SPECIFICATIONS ARCHITECTURE 2. PART 3 . Latex-Modified. Use full units without cutting where possible. or indicated slope.EXECUTION 3. DUBAI. C. Joint Pattern: As indicated. as they are placed. for finished surface of paving. Latex-Modified. E. Cut unit pavers with motor-driven masonry saw equipment to provide pattern indicated and to fit adjoining work neatly.6-mm) unit-to-unit offset from flush (lippage) nor 1/8 inch in 24 inches (3 mm in 600 mm) and 1/4 inch in 10 feet (6 mm in 3 m) from level. Provide compressible foam filler as backing for sealant-filled joints unless otherwise Division 32 Section 321400 SF Page 7 of 10 Unit Paving . where unfilled joints are indicated.11 A. a block splitter may be used. Packaged Grout Mix: Proportion and mix grout ingredients according to grout manufacturer's written instructions. C. Portland Cement Setting-Bed Mortar: Comply with written instructions of latexadditive manufacturer and as necessary to produce stiff mixture with a moist surface when bed is ready to receive pavers. Expansion and Control Joints: Provide for sealant-filled joints at locations and of widths indicated. Mortar-Bed Bond Coat: Mix neat cement and water to a creamy consistency. Tolerances: Do not exceed 1/16-inch (1. Portland Cement Bond Coat: Proportion and mix portland cement. Provide joint filler at waterproofing that is turned up on vertical surfaces[ unless otherwise indicated. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. INSTALLATION. F. F. B. B. D. 1. Portland Cement-Lime Setting-Bed Mortar: Type M complying with ASTM C 270. For concrete pavers. to produce uniform blend of colors and textures. provide temporary filler or protection until paver installation is complete]. GENERAL Mix pavers from several pallets or cubes. aggregate.1 A. Proportion Specification. 1. E. Pavers over Waterproofing: Exercise care in placing pavers and setting materials over waterproofing so protection materials are not displaced and waterproofing is not punctured or otherwise damaged. and liquid latex for bond coat to comply with written instructions of liquid-latex manufacturer. MORTAR AND GROUT MIXES General: Comply with referenced standards and with manufacturers' written instructions Discard mortars and grout if they have reached their initial set before being used. 3 A. overlapping ends and edges at least 12 inches (300 mm). Sealant materials and installation are specified in Section 079200 "Joint Sealants. compact by tamping with plate vibrator. Set pavers with a minimum joint width of 1/16 inch (1. where unfilled joints are indicated. Vibrate pavers and add sand until joints are completely filled. Fill gaps between units that exceed 3/8 inch (10 mm) with pieces cut to fit from full-size unit pavers. Place leveling course and screed to a thickness of 1 to 1-1/2 inches (25 to 38 mm). E. Use string lines to keep straight lines. Division 32 Section 321400 SF Page 8 of 10 Unit Paving .3 m) apart and parallel to one another. Install joint filler before setting pavers. taking care that moisture content remains constant and density is loose and uniform until pavers are set and compacted." G. C. Install joint filler before setting pavers. provide temporary filler until paver installation is complete. Make top of joint filler flush with top of pavers. place pavers hand tight against spacer bars.01 GENERAL SPECIFICATIONS ARCHITECTURE indicated. G. being careful not to disturb leveling base.2 A. AGGREGATE SETTING-BED APPLICATIONS Compact soil subgrade uniformly to at least [95] percent of ASTM D 698 ASTM D 1557 laboratory density. DUBAI.5 mm) and a maximum of 1/8 inch (3 mm). Place aggregate base. and screed to depth indicated. then remove excess sand. Prepare for setting-bed placement by locating 3/4-inch. Place drainage geotextile over compacted base course. D. Treat leveling course with herbicide to inhibit growth of grass and weeds. B. Spread dry sand and fill joints immediately after vibrating pavers into leveling course. to serve as guides for striking board. 3. Leave a slight surplus of sand on the surface for joint filling. BITUMINOUS SETTING-BED APPLICATIONS Apply primer to concrete slab or binder course immediately before placing setting bed. H. If pavers have spacer bars. Install edge restraints before placing unit pavers. Expansion and Control Joints: Provide cork joint filler at locations and of widths indicated.to 22-kN) compaction force at 80 to 90 Hz. 3. H. F. Vibrate pavers into leveling course with a low-amplitude plate vibrator capable of a 3500.to 5000-lbf (16.(19-mm-) deep control bars approximately 11 feet (3. Adjust bars to subgrades required for accurate setting of paving units to finished grades indicated. UAE Title: DOCUMENT VOLUME 02. B. Provide edge restraints as indicated.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. B. MORTAR SETTING-BED APPLICATIONS Saturate concrete subbase with clean water several hours before placing setting bed. Proceed with setting of paving units only after adhesive is tacky and surface is dry to touch. cm) per minute when tested according to ASTM C 67. and before treating joints. Spread mix at a minimum temperature of 250 deg F (121 deg C). Fill joints by sweeping sand over paved surface until joints are filled.5-mm-) thick bond coat to mortar bed or to back of each paver with a flat trowel. Immediately before placing pavers on mortar bed. D. Remove excess sand after joints are filled. Strike setting bed smooth. F. Remove surface water about one hour before placing setting bed. C. (30 g/194 sq. Do not exceed 1/16-inch (1. Place pavers carefully by hand in straight courses. Add fresh bituminous material to low.6-mm) thickness for bond coat. 3. roll paving with power roller.6 mm). UAE Title: DOCUMENT VOLUME 02. even.4 A.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Adjust thickness as necessary to allow accurate setting of unit pavers to finished grades indicated. Carefully fill depressions that remain after removing depth-control bars. DUBAI. 1. Place bituminous setting bed between control bars. cut back. Roll setting bed with power roller to a nominal depth of 3/4 inch (19 mm). Set each paver in a single Division 32 Section 321400 SF Page 9 of 10 Unit Paving . E. G. porous spots after each pass of striking board. Apply mortar bed over bond coat. maintaining accurate alignment and uniform top surface. bevel edge. Place pavers before initial set of cement occurs. Limit area of bond coat to avoid its drying out before placing setting bed. If additional leveling of paving is required. Wet brick pavers before laying if the initial rate of absorption exceeds 30 g/30 sq.(1. Before placing pavers. Apply mortar-bed bond coat over surface of concrete subbase about 15 minutes before placing mortar bed. D. Complete rolling before mix temperature cools to 185 deg F (85 deg C). spread and screed mortar bed to uniform thickness at subgrade elevations required for accurate setting of pavers to finished grades indicated. E. apply uniform 1/16-inch. and not less than 3/4 inch (19 mm) thick. Joint Treatment: Place unit pavers with hand-tight joints. firm. Apply neoprene-modified asphalt adhesive to cold setting bed by squeegeeing or troweling to a uniform thickness of 1/16 inch (1. Protect newly laid pavers with plywood panels on which workers can stand. Allow units to absorb water so they are damp but not wet at time of laying. Tamp or beat pavers with a wooden block or rubber mallet to obtain full contact with setting bed and to bring finished surfaces within indicated tolerances. F. in.01 GENERAL SPECIFICATIONS ARCHITECTURE C. and remove and discard setting-bed material that has reached initial set. Mix and place only that amount of mortar bed that can be covered with pavers before initial set. H. DUBAI. Force grout into joints. do not return to areas already set or disturb pavers for purposes of realigning finished surfaces or adjusting joints. wash and scrub clean. K. taking care not to smear grout on adjoining surfaces. Grouted Joints: Grout paver joints complying with ANSI A108. 1. Tool exposed joints slightly concave when thumbprint hard. Remove temporary protective coating as recommended by coating manufacturer and as acceptable to paver and grout manufacturers. Cure grout by maintaining in a damp condition for seven days unless otherwise recommended by grout or liquid-latex manufacturer. Cleaning: Remove excess grout from exposed paver surfaces. 1. UAE Title: DOCUMENT VOLUME 02. 2. Spaced Joint Widths: Provide 1/2-inch (13-mm) nominal joint width with variations not exceeding plus or minus 1/8 inch (3 mm) I. Grout joints as soon as possible after initial set of setting bed. END OF SECTION 321400 Division 32 Section 321400 SF Page 10 of 10 Unit Paving .Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. L.01 GENERAL SPECIFICATIONS ARCHITECTURE operation before initial set of mortar. J.10. .……………………………………………. 2 2 2 2. UAE Title: DOCUMENT VOLUME 02.……………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. INSTALLATION…………………………………………………………………………………… 3 3 Division 32 Section 321713 SF Page 1 of 3 Parking Bumpers .0 2.1 EXECUTION……………………………………………………………………………………. DUBAI..1 1.….2 GENERAL………………………………………………………………………………………… SUMMARY…………. 2 2 3.1 PRODUCTS……………………………………………………………………………………….0 1.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321713 – PARKING BUMPERS TABLE OF CONTENTS 1.0 3. PARKING BUMPERS…………………………………………………………………………...……………….…………………………………………………………… ACTION SUBMITTALS……………. 1. Provide chamfered corners and a minimum of two factory-formed or -drilled vertical holes through wheel stop for anchoring to substrate.PRODUCTS 2.2 A.1 A. PARKING BUMPERS Concrete Wheel Stops: Precast. 1. UV stabilized. shield. ACTION SUBMITTALS Product Data: For each type of product. integrally colored. LEED/EHS Submittals: 1. Provide chamfered corners. 96 percent postconsumer or commingled postconsumer and preconsumer recycled rubber or plastic. 1. 13-mm diameter. and a minimum of two factory-formed or -drilled vertical holes through wheel stop for anchoring to substrate. and washers. Include statement indicating cost for each product having recycled content. B. SUMMARY Section includes wheel stops. but are not limited to. Resilient Wheel Stops: Solid. the following]: Basis-of-Design Product: Subject to compliance with requirements. Samples: For each exposed product and for each color and texture specified. steel-reinforced. [27. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. DUBAI. [100 mm high by 150 mm wide by 1800 mm long] <Insert dimensions>. B. 2. PART 2 . 13-mm diameter. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include. Mounting Hardware: Galvanized-steel [spike or dowel. Product Data for Credit MR 4: For products having recycled content. air-entrained concrete. Manufacturers: Subject to compliance with requirements. C. 203-mm minimum length] [hardware as standard with wheel-stop manufacturer]. [115 mm high by 225 mm wide by 1800 mm long] <Insert dimensions>. 254-mm minimum length] [lag screw.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321713 – PARKING BUMPERS PART 1 .6-MPa] <Insert value> minimum compressive strength. provide product name or comparable product. Division 32 Section 321713 SF Page 2 of 3 Parking Bumpers .GENERAL 1. transverse drainage slots on underside.1 A. Install wheel stops in bed of adhesive before anchoring. PART 3 . B.EXECUTION 3. Color: [Black] Embedded Markings: Molded-in. [blue] [white] [yellow] reflective markings. 6. Adhesive: As recommended by wheel-stop manufacturer for adhesion to pavement. END OF SECTION 321713 Division 32 Section 321713 SF Page 3 of 3 Parking Bumpers . 4. Securely anchor wheel stops to pavement with hardware in each preformed vertical hole in wheel stop as recommended in writing by manufacturer. Mounting Hardware: Galvanized-steel hardware as standard with wheel-stop manufacturer. permanently inset in exposed surface. INSTALLATION General: Install wheel stops according to manufacturer's written instructions unless otherwise indicated.01 GENERAL SPECIFICATIONS ARCHITECTURE 3.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. C. 5. DUBAI. UAE Title: DOCUMENT VOLUME 02.1 A. .….2 PRODUCTS……………………………………………………………………………………….1 2. ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2 2. PAVEMENT MARKING..01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321723 – PAVEMENT MARKINGS TABLE OF CONTENTS 1. UAE Title: DOCUMENT VOLUME 02.1 EXECUTION…………………………………………………………………………………….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. 2 2 2 3.………………. MANUFACTURERS..………………………………………………………………………… 3 3 Division 32 Section 321723 SF Page 1 of 3 Pavement Markings . DUBAI.0 1..1 1..………………..0 3. PAVEMENT-MARKING PAINT………………………………………………………………….…………………………………………………………… PREINSTALLATION MEETINGS…...2 1.………………………………………………………………………….3 GENERAL………………………………………………………………………………………… SUMMARY………….…………………………………………….0 2. pavement-marking paints. B. Pavement-Marking Paint: MPI #97. provide product name or designation or comparable product. 1.2 A. MANUFACTURERS Manufacturers: Subject to compliance with requirements. Color: White and Yellow as per Architects Instructions. VOC Content: Pavement markings used on building interior shall have a VOC content of 150 g/L or less. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site 1. 1. Product Data for Credit IEQ 4. Samples: For each exposed product and for each color and texture specified. Basis-of-Design Product: Subject to compliance with requirements. documentation including printed statement of VOC content. field-applied. alkyd traffic-marking paint. latex traffic-marking paint. PART 2 . Color: White and Yellow as per Architects Instructions. SUMMARY Section includes painted markings applied to asphalt and concrete pavement. Division 32 Section 321723 SF Page 2 of 3 Pavement Markings . PAVEMENT-MARKING PAINT Pavement-Marking Paint: MPI #32. B. LEED/EHS Submittals: 1. UAE Title: DOCUMENT VOLUME 02.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.2 A. Type 1[ made of 100 percent recycled glass].2: For interior. Glass Beads: AASHTO M 247. 1. ACTION SUBMITTALS Product Data: For each type of product. provide products that may be incorporated into the Work.GENERAL 1. C.01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321723 – PAVEMENT MARKINGS PART 1 . 2.3 A.1 A. D. C. DUBAI. B.1 A.PRODUCTS 2. UAE Title: DOCUMENT VOLUME 02. Apply paint with mechanical equipment to produce pavement markings. Allow paving to age for a minimum of [30] days before starting pavement marking. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 0. PAVEMENT MARKING Do not apply pavement-marking paint until layout. die-cut stencils. Apply graphic symbols and lettering with paint-resistant. DUBAI. colors. straight edges. B. END OF SECTION 321723 Division 32 Section 321723 SF Page 3 of 3 Pavement Markings . with uniform. C. Apply paint so that it cannot run beneath the stencil. of dimensions indicated. 2.72 kg/L.4 mm.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 .EXECUTION 3. 1.1 A. and placement have been verified with Architect. Broadcast glass beads uniformly into wet markings at a rate of 0. D. Sweep and clean surface to eliminate loose material and dust.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. ….1 EXECUTION……………………………………………………………………………………. DUBAI.. INSTALLATION……….Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH.0 2.…………………………………………………………… ACTION SUBMITTALS…………………………………………………………………………… 2 2 2 2.0 1..1 PRODUCTS………………………………………………………………………………………. UAE Title: DOCUMENT VOLUME 02.2 GENERAL………………………………………………………………………………………… SUMMARY………….……………….. MANUFACTURED TRAFFIC-CALMING DEVICES………………………………………….01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321729 – MANUFACTURED TRAFFIC-CALMING DEVICES TABLE OF CONTENTS 1.Claming Devices .0 3.………………………………………………………………………… 3 3 Division 32 Section 321729 SF Page 1 of 3 Manufactured Traffic. 2 2 3.1 1... and with tapered. B. UV stabilized. Size: Modular assembly [3 inches (76 mm) high by 12 feet (3. provide available manufacturers offering products that may be incorporated into the Work. Adhesive: As recommended by device manufacturer for adhesion to pavement. Mounting Hardware: Galvanized-steel hardware as standard with device manufacturer. Size: [2 inches (51 mm) high by 10 inches (254 mm) wide by 72 inches (1800 mm) long] <Insert dimensions>.1 A. C. Color: [Black] [Yellow] <Insert color>. 5.2 A. ACTION SUBMITTALS Product Data: For each type of product. 96 percent postconsumer or commingled postconsumer and preconsumer recycled rubber or plastic. 1.1 A. MANUFACTURED TRAFFIC-CALMING DEVICES Manufacturers: Subject to compliance with requirements. Embedded Markings: Molded-in. DUBAI.3 m) in overall width] <Insert dimensions>. permanently inset in exposed surface. [blue] [white] [yellow] reflective markings. Speed [Bumps] [Humps] [Cushions] <Insert drawing designation>: Solid.7 m) in overall width] [4 inches (102 mm) high by 14 feet (4. integrally colored. square or rounded ends. documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 6. 4.Claming Devices .01 GENERAL SPECIFICATIONS ARCHITECTURE SECTION 321729 – MANUFACTURED TRAFFIC-CALMING DEVICES PART 1 . Include statement indicating cost for each product having recycled content. UAE Title: DOCUMENT VOLUME 02. Provide factory-formed or -drilled vertical holes for anchoring to substrate. B. SUMMARY Section includes manufactured traffic-calming devices. 1.PRODUCTS 2. with overall length as dimensioned on Drawings.GENERAL 1. square or rounded ends. 2. LEED/EHS Submittals: 1.Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Division 32 Section 321729 SF Page 2 of 3 Manufactured Traffic. PART 2 . 3. with tapered. Product Data for Credit MR 4: For products having recycled content. Samples: For each exposed product and for each color and texture specified. Project: PALM JUMEIRAH WEST BEACH CLUB Works: G+1 STOREY – PALM JUMEIRAH. Install devices in bed of adhesive before anchoring. DUBAI.Claming Devices . B.EXECUTION 3. Securely anchor devices to pavement with hardware spaced as recommended in writing by manufacturer for heavy traffic. INSTALLATION General: Install manufactured traffic-calming devices according to manufacturer's written instructions unless otherwise indicated. C.1 A.01 GENERAL SPECIFICATIONS ARCHITECTURE PART 3 . UAE Title: DOCUMENT VOLUME 02. END OF SECTION 321729 Division 32 Section 321729 SF Page 3 of 3 Manufactured Traffic.