csi spec contents - copy

BURJ DUBAI, UNITED ARAB EMIRATES - 16 APR 2008

Table of Contents 00010 - 1

DOCUMENT 00010 TABLE OF CONTENTS

VOLUME 1 (Introductory Information through Division 14)

No. Document Title Date Pages

----- INTRODUCTORY INFORMATION 00015 LIST OF DRAWINGS 16 APR 2008 162

----- ADDENDA ADDENDUM NO H109 16 APR 2008 1 ADDENDUM NO H108 02 APR 2008 1 ADDENDUM NO H107 19 MAR 2008 1 ADDENDUM NO H106 05 MAR 2008 1 ADDENDUM NO H105 20 FEB 2008 1 ADDENDUM NO H104 06 FEB 2008 1 ADDENDUM NO H101 SUPPLEMENT 19 DEC 2007 1 ADDENDUM NO H103 23 JAN 2008 1 ADDENDUM NO H102 09 JAN 2008 1 ADDENDUM NO H101 19 DEC 2007 1 ADDENDUM NO H100 05 DEC 2007 1 ADDENDUM NO H99 21 NOV 2007 1 ADDENDUM NO H98 07 NOV 2007 1 ADDENDUM NO H97 24 OCT 2007 1 ADDENDUM NO H96 10 OCT 2007 1 ADDENDUM NO H95 26 SEP 2007 1 ADDENDUM NO H94 12 SEP 2007 1 ADDENDUM NO H93 29 AUG 2007 1 ADDENDUM NO H92 15 AUG 2007 1 ADDENDUM NO H91 01 AUG 2007 1 ADDENDUM NO H90 18 JULY 2007 1 ADDENDUM NO H89 04 JULY 2007 1 ADDENDUM NO H88 20 JUN 2007 1 ADDENDUM NO H87 6 JUN 2007 1 ADDENDUM NO H86 23 MAY 2007 1 ADDENDUM NO.H84 25 APRIL 2007 1 ADDENDUM NO.H83 11 APRIL 2007 1 ADDENDUM NO.H82 29 MARCH 2007 1 ADDENDUM NO.H81 15 MARCH 2007 1 ADDENDUM NO.H80 1 MARCH 2007 1 ADDENDUM NO.H79 15 FEB 2007 1 ADDENDUM NO.H78 SUPPLEMENT 30 JAN 2007 1 ADDENDUM NO.H78 30 JAN 2007 1 ADDENDUM NO.H77 SUPPLEMENT 9 JAN 2007 1 ADDENDUM NO.H77 9 JAN 2007 1 ADDENDUM NO.H76 21 DEC 2006 1

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ADDENDUM NO. 25 3 NOV 2004 1 ADDENDUM NO. 24 29 OCT 2004 1 ADDENDUM NO. 23 15 OCT 2004 2 ADDENDUM NO. 22 8 OCT 2004 3 ADDENDUM NO. 21 1 OCT 2004 1 ADDENDUM NO. 20 3 SEP 2004 6 ADDENDUM NO. 19 30 AUG 2004 1 ADDENDUM NO. 18 21 AUG 2004 1 ADDENDUM NO. 17 20 AUG 2004 2 ADDENDUM NO. 16 26 JUL 2004 1 ADDENDUM NO. 15 23 JUL 2004 1 ADDENDUM NO. 14 25 JUN 2004 5 ADDENDUM NO. 13 18 JUN 2004 1 ADDENDUM NO. 12 28 MAY 2004 2 ADDENDUM NO. 11 3 MAY 2004 1 ADDENDUM NO. 10 30 APR 2004 4 ADDENDUM NO. 9 26 APR 2004 1 ADDENDUM NO. 8 13 APR 2004 1 ADDENDUM NO. 7 19 MAR 2004 3 ADDENDUM NO. 6 12 MAR 2004 1 ADDENDUM NO. 5 13 FEB 2004 3 ADDENDUM NO. 4 8 FEB 2004 1 ADDENDUM NO. 3 9 JAN 2004 1 ADDENDUM NO. 2 1 OCT 2003 1 ADDENDUM NO. 1 26 SEP 2003 1

DIVISION 1 - GENERAL REQUIREMENTS Prepared by Turner Construction-International LLC.

00001-RHA TABLE OF CONTENTS 16 APR 2008 3 00008-RHA PROJECT DIRECTORY 19 DEC 2007 2 00300-RHA INFORMATION AVAILABLE TO BIDDERS 19 DEC 2007 1 01100 SUMMARY JUN 2004 1 01110 SUMMARY OF WORK JUN 2005 4 01120 MULTIPLE CONTRACT SUMMARY OCT 2005 2 01120-GSM MULTIPLE CONTRACT SUMMARY 15 FEB 2007 6 01140 WORK RESTRICTIONS JUN 2004 7 01180 PROJECT UTILITY SOURCES APR 2004 1 01200 PRICE AND PAYMENT PROCEDURES APR 2004 1 01230 ALTERNATES APR 2004 3 01300 ADMINISTRATIVE REQUIREMENTS APR 2004 1 01310 PROJECT MANAGEMENT AND COORDINATION MAY 2004 6 01310-GSM PROJECT MANAGEMENT 15 FEB 2007 4 01320 CONSTRUCTION PROGRESS DOCUMENTATION JUN 2005 9 01330 SUBMITTAL PROCEDURES JUN 2005 9 01330-GSM SUBMITTAL PROCEDURES 15 FEB 2007 4 01355-GSM WASTE MANAGEMENT 15 FEB 2007 6 01400 QUALITY REQUIREMENTS APR 2004 1 01410 REGULATORY REQUIREMENTS MAR 2005 1 01420 REFERENCES APR 2004 4 01430 QUALITY ASSURANCE APR 2004 3 01450 QUALITY CONTROL APR 2004 4

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01450-GSM QUALITY CONTROL 15 FEB 2007 3 01500 TEMPORARY FACILITIES AND CONTROLS APR 2004 3 01510 TEMPORARY UTILITIES MAR 2005 15 01520 CONSTRUCTION FACILITIES SEP 2004 6 01540 CONSTRUCTION AIDS SEP 2005 6 01545 SCAFFOLDING APR 2004 9 01550 VEHICULAR ACCESS AND PARKING APR 2004 2 01560 TEMPORARY BARRIERS AND ENCLOSURES SEP 2004 3 01560-GSM TEMPORARY BARRIERS 15 FEB 2007 2 01570 TEMPORARY CONTROLS APR 2004 2 01580 PROJECT IDENTIFICATION JUN 2004 1 01600 PRODUCT REQUIREMENTS APR 2004 1 01610 BASIC PRODUCT REQUIREMENTS APR 2004 3 01610-GSM BASIC PRODUCT REQUIREMENTS 15 FEB 2007 4 01650 PRODUCT DELIVERY REQUIREMENTS APR 2004 1 01660 PRODUCT STORAGE AND HANDLING APR 2004 1 01700 EXECUTION REQUIREMENTS APR 2004 1 01720 PREPARATION APR 2004 2 01730 EXECUTION JUN 2004 3 01735 SAFETY APR 2004 11 01740 CLEANING APR 2004 2 01780 CLOSEOUT SUBMITTALS APR 2004 3 01780-GSM CLOSEOUT SUBMITTALS 15 FEB 2007 6 01800 FACILITY OPERATION MAR 2005 1 01810 STARTUP & COMMISSIONING MAR 2005 5 01820 DEMONSTRATION & TRAINING MAR 2005 3 01820-GSM DEMONSTRATION & TRAINING 15 FEB 2007 2

DIVISION 2 - SITE WORK 02300 EARTHWORK 13 FEB 2004 10 02300-AKC EARTHWORK 05 MAR 2008 7 02310 LANDSCAPE EARTHWORK 05 MAR 2008 11 02465 BORED PILES 13 FEB 2004 11 02500-R PAVING AND SURFACING 21 NOV 2007 29 02600-MEP WATER DISTRIBUTION 01 FEB 2007 39 02632 LANDSCAPE DRAINAGE 05 MAR 2008 6 02700-MEP SEWERAGE AND DRAINAGE 01 FEB 2007 45 02775 CURBS AND PAVING 05 MAR 2008 14 02775-AKC KERBS AND PAVING 05 MAR 2008 13 02790-AKC TENNIS COURTS 05 MAR 2008 4 02810-AKC IRRIGATION 05 MAR 2008 21

02816 EXTERIOR WATER FEATURES 25 APR 2007 39 02830-AKC LANDSCAPE WALL CLADDING 05 MAR 2008 13 02870-AKC SITE FURNITURE AND PLAY EQUIPMENT 05 MAR 2008 5 02900-AKC PLANTING 05 MAR 2008 29

DIVISION 3 - CONCRETE 03100 CONCRETE FORMS AND ACCESSORIES 8 FEB 2004 7 03200 CONCRETE REINFORCEMENT 8 FEB 2004 6 03300 CAST-IN-PLACE CONCRETE 27 MAY 2005 23 03483 PRECAST CONCRETE STAIRS 30 APR 2004 16



DIVISION 4 - MASONRY 04200 MASONRY UNITS 13 JAN 2006 9 04400 STONE 24 OCT 2007 14

DIVISION 5 - METALS 05120 STRUCTURAL STEEL 13 FEB 2004 17 05310 STEEL DECK 13 FEB 2004 7 05310-GSM STEEL DECKING 15 FEB 2007 2 05460 STRONGBACK METAL FRAMING 19 MAR 2004 10 05500 METAL FABRICATIONS 10 MAR 2006 13 05500-AKC ARCHITECTURAL METALWORK 05 MAR 2008 13 05500-GSM METAL FABRICATIONS 15 FEB 2007 12 05520-RHA GUARDS AND HANDRAILING 19 DEC 2007 2 05700 ORNAMENTAL METAL 12 MAY 2006 14 057000-WA DECORATIVE METAL 30 JAN 2007 3 05710 CHAIRMAN’S SUITE ARCHITECTURAL STAIR 12 MAY 2006 11

DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 19 NOV 2004 4 061000-WA ROUGH CARPENTRY 30 JAN 2007 6 061053-WA MISCELLANEOUS ROUGH CARPENTRY 30 JAN 2007 6 06153 WOOD DECKING 30 APR 2004 4 06200-GSM FINISH CARPENTRY 15 FEB 2007 4 06215-RHA INTERIOR FINISH CARPENTRY 19 DEC 2007 3 062023-WA INTERIOR FINISH CARPENTRY 30 JAN 2007 4 06400 ARCHITECTURAL WOODWORK 02 APR 2008 12 06400-GSM ARCHITECTURAL WOODWORK 15 FEB 2007 4 064023-WA INTERIOR ARCHITECTURAL WOODWORK 30 JAN 2007 6 06446-AKC LANDSCAPE ARCHITECTURAL WOORWORK 05 MAR 2008 7 06666-GSM PLASTIC LAMINATE FINISHING 15 FEB 2007 3

DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07110-RHA CEMENTITIOUS WATERPROOFING 16 APR 2008 6 07134 SHEET WATERPROOFING AND PILE HEAD TREATMENT 13 FEB 2004 5 07145 FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING13 FEB 2004 7 07180 TRAFFIC COATINGS 02 JUL 2006 5 07210 BUILDING INSULATION 14 SEP 2005 5 07415 METAL WALL PANELS 8 OCT 2004 4 07565 FLUID-APPLIED PROTECTED MEMBRANE ROOFING 13 FEB 2004 7 07600-RHA FLASHING AND SHEET METAL 19 DEC 2007 4 07610 SHEET METAL ROOFING 19 MAR 2004 7 07700 ROOF SPECIALTIES AND ACCESSORIES 19 NOV 2004 3 07810 APPLIED FIREPROOFING 13 FEB 2004 5 07840 FIRESTOPPING 13 FEB 2004 9 07900 JOINT SEALERS 30 APR 2004 6

07900-GSM JOINT SEALERS 15 FEB 2007 4 07920-RHA FLASHING AND SHEET METAL 19 DEC 2007 6

DIVISION 8 - DOORS AND WINDOWS 08050 EXTERIOR WALL 8 OCT 2004 15 08110 STEEL DOORS AND FRAMES 25 JUN 2004 6 08110-GSM METAL DOORS AND FRAMES 15 FEB 2007 9 08120-GSM ALUMINUM DOORS AND FRAMES 15 FEB 2007 4



08130-GSM STAINLESS STEEL DOORS AND FRAMES 15 FEB 2007 6 08210 WOOD DOORS 26 AUG 2005 6 08210-GSM FLUSH WOOD DOORS 15 FEB 2007 3 08260-GSM SLIDING WOOD AND PLASTIC DOORS 15 FEB 2007 3 08264-RHA WOOD CURVED SLIDING DOOR 16 APR 2008 2 08305 ACCESS DOORS AND PANELS 4 FEB 2005 3 08305-RHA ACCESS DOORS AND PANLES 16 APR 2008 3 08330 COILING DOORS 14 SEP 2005 6 08330-GSM COILING FIRE SMOKE RATED DOORS WITH ONE EGRESS DOOR 15 FEB 2007 4 08341-GSM SLIDING METAL FIRE DOORS 15 FEB 2007 3 08342-GSM SAFETY GLASS DOORS 15 FEB 2007 3 08400 ENTRANCES AND STOREFRONTS 13 JAN 2006 13 08460-GSM AUTOMATIC ENTRANCE DOORS 15 FEB 2007 14

08700-OS HARDWARE 05 MAR 2008 20 08701-OS HARDWARE SETS - BASE BUILDING 05 MAR 2008 36 08702-OS HARDWARE SETS - SERVICED RESIDENCES 19 DEC 2007 1 08703-OS HARDWARE SETS - RESIDENTIAL UNITS 19 DEC 2007 1 08704 HARDWARE SETS -

CORPORATE SUITES SKY LOBBY AND CLUB FLOORS 10 MAR 2006 2 08705 HARDWARE SETS - CORPORATE SUITES 10 MAR 2006 3 08706 HARDWARE SETS - CHAIRMAN’S SUITE 21 APR 2006 2 08707-RHA HARDWARE SETS 19 DEC 2007 13 08707-OS HARDWARE SETS – LUXURY PENTHOUSE FLS - 107/108 16 APR 2008 2 08709-OS HARDWARE SETS – HOTEL GUESTROOM APARTMENTS 06 FEB 2008 3

08710-GSM DOOR HARDWARE – GENERAL 15 FEB 2007 4 08715-GSM SPECIAL FUNCTION HARDWARE 15 FEB 2007 3 08720-GSM HARDWARE SETS 23 JAN 2008 4 08750 DOOR SCHEDULE - BASE BUILDING 05 MAR 2008 136 08750-GSM DOOR SCHEDULE - BASE BUILDING 23 JAN 2008 1 08751 DOOR SCHEDULE - SERVICED RESIDENCES 05 MAR 2008 7 08752 DOOR SCHEDULE - RESIDENCES 05 MAR 2008 26 08753 DOOR SCHEDULE -

CORPORATE SUITES SKYLOBBY AND CLUB FLOORS 26 SEP 2007 2 08754 DOOR SCHEDULE - CORPORATE SUITES 7 APR 2006 12 08755 DOOR SCHEDULE - CHAIRMAN’S SUITE 21 APR 2006 3

08756 DOOR SCHEDULE – HOTEL GUESTROOMS AND APARTMENTS 16 APR 2008 8

08757-RHA DOOR SCHEDULE - PENTHOUSE 16 APR 2008 4 08800 GLAZING 13 JAN 2006 13 08800-GSM GLAZING 15 FEB 2007 13 088300-WA MIRRORS 30 JAN 2007 5 08900 WINDOW WALL 25 MAR 2005 9 08920-GSM GLAZED ALUMINIUM CURTAIN WALL 15 FEB 2007 7 08975 ENTRY PAVILION CURTAIN WALL STRUCTURE 10 MAR 2006 17

DIVISION 9 - FINISHES 09050 ROOM FINISH SCHEDULE – BASE BUILDING 23 NOV 2006 1 09050-GSM ROOM FINISH SCHEDULE – BASE BUILDING 15 FEB 2007 1 09051-WA-1 HARDWARE & IRONMONGERY SCHEDULE- 20 FEB 2008 10 GUESTROOMS AND RESIDENCES 09051-WA-2 HARDWARE & IRONMONGERY SCHEDULE-PUBLIC 05 DEC 2007 11



AREAS 09051-WA-3 SANITARYWARE & ACCESSORIES SCHEDULE - 20 FEB 2008 47 GUESTROOMS AND RESIDENCES 09051-WA-4 SANITARYWARE & ACCESSORIES SCHEDULE –PUBLIC 20 FEB 2008 30 AREAS 09051-WA-5 ARCHITECURAL FINISHES SCHEDULE-HOTEL 20 FEB 2008 12 GUESTROOM (TYPE A FINISH) 09051-WA-6 ARCHITECURAL FINISHES SCHEDULE-HOTEL 20 FEB 2008 13 GUESTROOM (TYPE F FINISH) 09051-WA-7 ARCHITECURAL FINISHES SCHEDULE-HOTEL 20 FEB 2008 13 GUESTROOM (TYPE M FINISH) 09051-WA-8 ARCHITECTURAL FINISHES SCHEDULE-HOTEL 20 FEB 2008 14 GUESTROOM (TYPE N FINISH) 09051-WA-9 ARCHITECURAL FINISHES SCHEDULE-HOTEL 20 FEB 2008 12 GUESTROOM (TYPE A6 FINISH) 09051-WA-10 ARCHITECTURAL FINISHES SCHEDULE-BUSINESS 19 DEC 2007 10 CENTRE 09051-WA-11 ARCHITECTURAL FINISHES SCHEDULE-PUBLIC 23 JAN 2008 16 RESTROOMS 09051-WA-12 ARCHITECTURAL FINISHES SCHEDULE-EXECUTIVE 19 DEC 2007 11 OFFICES 09051-WA-13 ARCHITECTURAL FINISHES SCHEDULE-ARMANI EXPRESS 19 DEC 2007 10 09051-WA-14 ARCHITECTURAL FINISHES SCHEDULE-BALLROOM 23 JAN 2008 12 09051-WA-15 ARCHITECTURAL FINISHES SCHEDULE-DROP OFF LOBBY 23 JAN 2008 9 09051-WA-16 ARCHITECTURAL FINISHES SCHEDULE-ENOTECA 19 DEC 2007 10 09051-WA-17 ARCHITECT FINISHES SCHEDULE-ARMANI EXPRESS 23 JAN 2008 12 09051-WA-18 ARCHITECTURAL FINISHES SCHEDULE-GENTLEMEN’S 23 JAN 2008 10 CLUB 09051-WA-19 ARCHITECTURAL FINISHES SCHEDULE-KANDAHAR 23 JAN 2008 10 09051-WA-20 ARCHITECTURAL FINISHES SCHEDULE-LIFT CAR H1, H2 19 DEC 2007 8 H3, H4 LEVEL 09051-WA-21 ARCHITECTURAL FINISHES SCHEDULE-MAIN LOBBY 19 DEC 2007 14 09051-WA-22 ARCHITECTURAL FINISHES SCHEDULE-MAJILIS 23 JAN 2008 9 09051-WA-23 ARCHITECTURAL FINISHES SCHEDULE-PUBLIC 19 DEC 2007 8 CORRIDORS 09051-WA-24 ARCHITECTURAL FINISHES SCHEDULE-SKY CELLAR 30 JAN 2007 7 09051-WA-25 ARCHITECTURAL FINISHES SCHEDULE-LOUNGE BAR 23 JAN 2008 13 09051-WA-26 ARCHITECTURAL FINISHES SCHEDULE-UMU 19 DEC 2007 14 09051-WA-27 ARCHITECTURAL FINISHES SCHEDULE-TYPE DISBALED 15 MAR 2007 7 GUESTROOM 09051-WA-28 ARCHITECT FINISHES SCHEDULE-PRAYER ROOMS 19 DEC 2007 7 09051-WA-29 ARCHITECT FINISHES SCHEDULE-ARMANI SPA GYM 23 JAN 2008 19 09051-WA-30 SANITARYWARE ACCES. SCHEDULE-ARMANI SPA GYM 06 FEB 2008 32 09055 ROOM FINISH SCHEDULE – BASE BUILDING 05 MAR 2008 106 09056 ROOM FINISH SCHEDULE – SERVICED RESIDENCES 8 JULY 2006 9 09057 ROOM FINISH SCHEDULE – RESIDENCES 8 JULY 2006 14 09058 ROOM FINISH SCHEDULE -

CORPORATE SUITES SKYLOBBY AND CLUB FLOORS 26 SEP 2007 2 09060 RESIDENTIAL UNIT CROSS REFERENCE MATRIX 12 OCT 2005 16 09100.1-CRD FINISHES – TABLE OF CONTENTS 16 APR 2008 1 09100.2-CRD FINISHES – PREAMBLES 16 APR 2008 9



09100.3A-CRD FINISHES – APPLIANCES 16 APR 2008 37 09100.3B-CRD FINISHES – ARTIST FINISH 16 APR 2008 1 09100.3C-CRD FINISHES – BATH ACCESSORIES 16 APR 2008 34 09100.3-CRD FINISHES – INTERIOR FINISH SCHEDULE 16 APR 2008 8 09100.3D-CRD FINISHES – CARPET 16 APR 2008 19 09100.3E-CRD FINISHES – GLASS 16 APR 2008 3 09100.3F-CRD FINISHES – GLASS TILE 16 APR 2008 4 09100.3G-CRD FINISHES – HARDWARE 16 APR 2008 26 09100.3H-CRD FINISHES – HARDWIRED LIGHTING 16 APR 2008 82 09100.3I-CRD FINISHES – METAL 16 APR 2008 5 09100.3J-CRD FINISHES – PAINT 16 APR 2008 15 09100.3K-CRD FINISHES – PLUMBING FIXTURES 16 APR 2008 100 09100.3L-CRD FINISHES – STONE TILE 16 APR 2008 27 09100.3M-CRD FINISHES – UPHOLSTERY 16 APR 2008 4 09100.3N-CRD FINISHES – WALL COVERING 16 APR 2008 20 09100.3O-CRD FINISHES – WOOD 16 APR 2008 10 09100.3P-CRD FINISHES – MISCELLANEOUS 16 APR 2008 10 09100.4-CRD FINISHES – MISCELLANEOUS REFERENCES 16 APR 2008 9 09110-GSM NON-STRUCTURAL METAL FRAMING 15 FEB 2007 2 09130-GSM ACOUSTICAL SUSPENSION 15 FEB 2007 3 09200 PLASTER 26 AUG 2005 6 09205-GSM METAL FURRING AND LATHING 15 FEB 2007 3 09210-GSM GYPSUM PLASTER 15 FEB 2007 5 09250 GYPSUM BOARD 10 MAR 2006 10 09250-GSM GYPSUM BOARD ASSEMBLIES 15 FEB 2007 5 09264-RHA GYPSUM BOARD CEILING AND SOFFITS 19 DEC 2007 3 09300-RHA TILING 16 APR 2008 8 09300 TILE 12 MAY 2006 11 093033-WA STONE TILING 15 MAR 2007 5 09310-GSM CERAMIC TILE 15 FEB 2007 4 09380-GSM STONE FLOORING AND WALL 15 FEB 2007 6 09381 RESIDENTIAL STONE PAVERS AND TILE 10 MAR 2006 9 09410-GSM PORTLAND CEMENT TERRAZZO 15 FEB 2007 6 09440-GSM RESINOUS MATRIX TERRAZZO 15 FEB 2007 7 09501 ACOUSTICAL PANELS 19 NOV 2004 5 09510 ACOUSTICAL PANEL CEILING & WALLS 26 SEP 2007 6 09510-GSM ACOUSTICAL CEILINGS 15 FEB 2007 6 09520 JOINTLESS ACOUSTICAL CEILINGS 1 MARCH 2007 6 096340-WA STONE FLOORING 30 JAN 2007 6 09640 WOOD FLOORING 10 MAR 2006 5 096400-WA WOOD FLOORING 30 JAN 2007 5 09650 RESILIENT FLOORING 14 SEP 2005 5 09651-GSM RESILIENT TILE FLOORING 15 FEB 2007 5 096516-WA RESILIENT SHEET FLOORING 30 JAN 2007 4 096519-WA RESILIENT TILE FLOORING 30 JAN 2007 4 09680-RHA CARPET WITH PAD 19 DEC 2007 4 09680 CARPET 20 FEB 2008 7 09720 WALL COVERING 10 MAR 2006 4 097200-WA WALL COVERING 30 JAN 2007 3 09721-GSM VINYL-COATED FABRIC WALL COVERING 15 FEB 2007 3 097713-WA STRECTHED-FABRIC WALL SYSTEMS 30 JAN 2007 4 097723-WA FABRIC-WRAPPED PANELS 30 JAN 2007 4 09820-RHA ACOUSTICAL INSULATION AND SEALANTS 19 DEC 2007 2



09900 PAINTS AND COATINGS 2 JULY 2006 12 09901 PAINTS AND COATINGS FOR THE SPIRE 1 MARCH 2007 5 09911-GSM INTERIOR PAINTING 15 FEB 2007 10 09941 METAL LEAFING 14 SEP 2005 4 09945 GOLD LEAF 22 DEC 2004 3 099600-WA HIGH-PERFORMANCE COATING 30 JAN 2007 10 09961-GSM HIGH-BUILD GLAZED COATINGS 15 FEB 2007 3 09977 THERMAL SPRAY METAL COATINGS 13 JAN 2006 7

DIVISION 10 - SPECIALTIES 10160 METAL TOILET COMPARTMENTS 19 NOV 2004 3 10160-GSM METAL TOILET COMPARTMENTS 15 FEB 2007 4 10185-RHA SHOWER DOORS AND ENCLOSURES 19 DEC 2007 1 10200-GSM LOUVERS AND VENTS 15 FEB 2007 4 10210 WALL LOUVERS 6 MAY 2005 5 10270 ACCESS FLOORING 10 MAR 2006 6 10430 EXTERIOR SIGNAGE 30 JAN 2007 11 10440 INTERIOR SIGNAGE 30 JAN 2007 14 10440A ARMANI HOTEL INTERIOR SIGNAGE 25 APR 2007 14 10441-GSM BUILDING PANEL SIGNAGE 15 FEB 2007 5 10500 LOCKERS 19 NOV 2004 4 10505-GSM METAL LOCKERS 15 FEB 2007 2 10535 LANDSCAPE CANOPIES 10 MAR 2006 10 10605 WIRE MESH PARTITIONS 10 MAR 2006 3 10650 OPERABLE PARTITIONS 9 DEC 2005 4 106500-WA OPERABLE PARTITIONS 30 JAN 2007 6 10675-GSM METAL STORAGE SHELVING 15 FEB 2007 3 10800-GSM TOILET AND BATH ACCESSORIES 15 FEB 2007 4 10810 TOILET ACCESSORIES 10 MAR 2006 5

DIVISION 11 - EQUIPMENT 11014 EXTERIOR BUILDING MAINTENANCE EQUIPMENT 9 DEC 2005 23 11015 CHAIRMAN’S SUITE BUILDING MAINTENANCE EQUIPMENT12 MAY 2006 7 11115 LAUNDRY EQUIPMENT 2 SEP 2005 4 11115A LAUNDRY EQUIPMENT SCHEDULE 2 SEP 2005 16 11132 FRONT PROJECTION SCREENS 15 MAR 2007 5 11133 VIDEO DISPLAYS 25 APR 2007 8 11134 PROJECTORS AND LIFTS 12 MAY 2006 6 11135 AUDIOVISUAL SYSTEMS 15 MAR 2007 40 11136 GUESTROOM AUTOMATION SYSTEM 15 MAR 2007 26 11137 E-HOME BURJ RESIDENCES 9 DEC 2005 26 11151 PARKING ACCESS AND

REVENUE CONTROL SYSTEM (PARCS) 8 JUL 2005 33 11151A PARKING ACCESS AND

REVENUE CONTROL SYSTEM EXHIBITS 8 JUL 2005 15 11155 BURJ DUBAI –ARMANI HOTEL PARKING GUIDANCE &

MANAGEMENT SYSTEM 01 AUG 2007 49 11160 LOADING DOCK EQUIPMENT 4 FEB 2005 3

11175 WASTE EQUIPMENT 2 SEP 2005 2 11175A WASTE EQUIPMENT SCHEDULE 19 DEC 2007 13 11400 FOOD SERVICE EQUIPMENT 2 SEP 2005 18 11400A FOOD SERVICE EQUIPMENT SCHEDULE 19 MAR 2008 110



11400B FOOD SERVICE EQUIPMENT SCHEDULE - LEVEL 122 19 DEC 2007 10 11400C FOOD SERVICE EQUIPMENT SCHEDULE - LEVEL 123 19 DEC 2007 6 11400D FOOD SERVICE EQUIPMENT SPECIFICATION 19 DEC 2007 10 11401 ARMANI HOTEL-GENERAL SPECIFICATION OF FOOD 25 APR 2007 52 SERVICE EQUIPMENT 11402 FOOD SERVICE EQUIPMENT – ARMANI CAFE 25 APR 2007 51 11403 FOOD SERVICE EQUIPMENT – ENOTICA RESTAURANT 24 OCT 2007 45 11404 FOOD SERVICE EQUIPMENT – KANDAHAR RESTAURANT 09 DEC 2007 50 11405 FOOD SERVICE EQUIPMENT – ARMANI MEMBERS CLUB 07 NOV 2007 21 11406 FOOD SERVICE EQUIPMENT –UMU RESTAURANT 05 DEC 2007 57 11407 FOOD SERVICE EQUIPMENT – EXPRESS CAFE 24 OCT 2007 17 11408 FOOD SERVICE EQUIPMENT – LEVEL 122,MEMBERS 25 APR 2007 21 CLUB 11409 FOOD SERVICE EQUIPMENT – PRE-FUNCTION BAR 24 OCT 2007 5 11410 FOOD SERVICE EQUIPMENT – DOLCE BAR 07 NOV 2007 5 11411 FOOD SERVICE EQUIPMENT – LOUNGE BAR 25 APR 2007 4 11412 FOOD SERVICE EQUIPMENT – PANTRIES 25 APR 2007 4 11413 FOOD SERVICE EQUIPMENT – BILL OF QUANTITIES 25 APR 2007 39 SCHEDULE FOR ARMANI HOTEL 11414 ARMANI HOTEL-GENERAL SPECIFICATION & DRAWINGS OF CANOPIES + FIRE SUPPRESSION SYSTEMS 09 MAY 2007 35 11415 FOOD SERVICE EQUIPMENT – CATALOGUE SHEETS 19 DEC 2007 17 11416 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 9 19 DEC 2007 1 11417 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 11 19 DEC 2007 1 11418 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 13 19 DEC 2007 1 11419 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 16 19 DEC 2007 1 11420 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 38 19 DEC 2007 1 11421 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 39 19 DEC 2007 1 11422 FOOD SERVICE EQUIPMENT – SPA F&B PANTRY 19 DEC 2007 2 11423 FOOD SERVICE EQUIPMENT – SPA JUICE BARS 19 DEC 2007 1 11424 FOOD SERVICE EQUIPMENT – SPA TERRACE SERVICE STATION 19 DEC 2007 1 11425 FOOD SERVICE EQUIPMENT – SPA TREATMENT DISPENSARIES 19 DEC 2007 1 11426 FOOD SERVICE EQUIPMENT – SPA TOWELS COUNTER 19 DEC 2007 1 11427 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 5 19 DEC 2007 1 11428 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 6 19 DEC 2007 1 11429 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 7 19 DEC 2007 1 11430 FOOD SERVICE EQUIPMENT – MAID PANTRY LEVEL 8 19 DEC 2007 1 11450-RHA RESIDENTIAL APPLIANCE SCHEDULE 16 APR 2008 1

DIVISION 12 - FURNISHINGS 122200-WA CURTAINS AND DRAPES 30 JAN 2007 4 123200-WA MANUFACTURED WOOD CASEWORK 30 JAN 2007 5 123640-WA STONE COUNTERTOPS 30 JAN 2007 4 12350-EHR SPECOALTY KITCHEN CASEWORK 15 MAR 2007 11 12492 CURTAINS AND DRAPES 26 SEP 2007 5 12493 WIRE DRAPERY 10 MAR 2006 3 12494 SHADES 10 MAR 2006 4 12494-GSM SHADES 15 FEB 2007 4 12530 GENERAL FURNISHINGS 10 MAR 2006 3 12530-GSM GENERAL FURNISHINGS 15 FEB 2007 3



12530A GENERAL FURNISHINGS FOR RESIDENTIAL LOBBIES AND AMENITIES 2 SEP 2005 19

12530B GENERAL FURNISHINGS FOR CORPORATE SUITES SKY LOBBY AND CLUB FLOORS 26 SEP 2007 21

12530C GENERAL FURNISHINGS FOR CHAIRMAN’S SUITE 21 APR 2006 41



VOLUME 2 (Divisions 13, 15 and 16)

No. Document Title Date Pages

DIVISION 13 - SPECIAL CONSTRUCTION (Refer to Volume 2) 13100 LIGHTNING PROTECTION 31 MAR 2005 3

13120-AKC TENSION STRUCTURE 05 MAR 2008 6 13155 POOL SYSTEMS 5 OCT 2006 36 13159 POOL LININGS 13 JAN 2006 9 13205 TANK LININGS 13 JAN 2006 12

13710 SECURITY SYSTEMS 01 AUG 2007 229 13805 BUILDING AUTOMATION SYSTEM 12 MAY 2006 68 13805-GSM BUILDING AUTOMATION SYSTEM 15 FEB 2007 68

13825 LIGHTING CONTROL SYSTEM 24 MAR 2006 24 13825-GSM LIGHTING CONTROL SYSTEM 15 FEB 2007 24 13826 LIGHTING CONTROL SYSTEM PERFORMANCE SPEC. 20 DEC 2006 12 13827 LOGICAL CONTROL SCHEDULE –LOGICAL CTRL.CH SC 02 DEC 2006 8

13855 FIRE DETECTION AND ALARM SYSTEM 24 MAR 2006 34 13900 FIRE SUPPRESSION 12 MAY 2006 24

13900-GSM FIRE SUPPRESSION 15 FEB 2007 24 13920 FIRE PUMPS 12 MAY 2006 16 13966 CLEAN AGENT FIRE SUPPRESSION SYSTEM 12 MAY 2006 10

DIVISION 14 - CONVEYING SYSTEMS 14120 DUMBWAITERS 05 DEC 2007 11 14200 ELEVATORS 12 OCT 2005 122 14201 ELEVATORS 11 JAN 2007 21 14202 ELEVATORS 05 DEC 2007 21 14210 ELECTRIC RACK AND PINION PERSONNEL ELEVATOR 6 MAY 2005 12 14240 HYDRAULIC ELEVATORS 22 DEC 2004 29 14310 ESCALATORS 12 OCT 2005 16 14440 WHEELCHAIR LIFTS 6 MAY 2005 11 14500 PLATFORM LIFTS 6 MAY 2005 10

14560 CHUTES 26 AUG 2005 4

DIVISION 15 - MECHANICAL 15050 BASIC MECHANICAL MATERIALS AND METHODS 12 MAY 2006 19 15050-GSM BASIC MECHANICAL MATERIALS AND METHODS 15 FEB 2007 19 15055 MOTORS AND DRIVES 14 SEP 2005 9 15055-GSM MOTORS AND DRIVES 15 FEB 2007 9 15070 MECHANICAL SOUND, VIBRATION, AND SEISMIC 12 MAY 2006 16 CONTROL 15070-GSM MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL 15 FEB 2007 15 15080 MECHANICAL INSULATION 14 SEP 2005 15 15080-GSM MECHANICAL INSULATION 15 FEB 2007 15



15135 HVAC PUMPS 8 APR 2005 6 15145 DOMESTIC WATER PIPING 14 SEP 2005 22 15145-GSM DOMESTIC WATER PIPING 15 FEB 2007 20 15155 DRAINAGE, WASTE AND VENT PIPING 14 SEP 2005 10 15155-GSM DRAINAGE, WASTE AND VENT PIPING 15 FEB 2007 10 15181 HYDRONIC PIPING 24 MAR 2006 31 15181-GSM HYDRONIC PIPING 15 FEB 2007 27 15182 STEAM AND STEAM CONDENSATE PIPING 31 MAR 2005 17 15186 WATER TREATMENT EQUIPMENT 31 MAR 2005 4 15190 FUEL PIPING 8 APR 2005 15 15195 FUEL STORAGE TANKS 31 MAR 2005 7 15215-AKC FOUNTAIN AND POOL FINISHES 05 MAR 2008 16 15410 PLUMBING FIXTURES 12 MAY 2006 33 15410-GSM PLUMBING FIXTURES 15 FEB 2007 7 15440 PLUMBING PUMPS 14 SEP 2005 16 15480 DOMESTIC WATER HEATERS 31 MAR 2005 6

15495 INTERIOR WATER FEATURE SYSTEM 05 OCT 2006 32 15500 HEAT GENERATION EQUIPMENT 31 MAR 2005 15 15500-HYD FIRE PROTECTION-GENERAL REQUIREMENTS 11 APR 2007 3 15510-HYD FIRE PROTECTION PIPING AND ACCESSORIES 11 APR 2007 7 15515-HYD PORTABLE FIRE EXTINGUISHERS 11 APR 2007 1 15621 AIR-COOLED WATER CHILLERS 12 MAY 2006 16 15705 VENTILATING AND AIR CONDITIONING EQUIPMENT 31 MAR 2005 5 15705-GSM VENTILATING AND AIR CONDITIONING EQUIPMENT 15 FEB 2007 4 15710 HEAT EXCHANGERS 31 MAR 2005 5 15720 AIR HANDLING UNITS 12 MAY 2006 9 15720-GSM AIR HANDLING UNITS 15 FEB 2007 10 15736 ROOM AIR CONDITIONERS 12 MAY 2006 18 15736-GSM ROOM AIR CONDITIONERS 15 FEB 2007 6 15755 SWIMMING POOL DEHUMIDIFICATION UNIT 31 MAR 2005 10 15760 TERMINAL HEATING AND COOLING UNITS 12 MAY 2006 11 15760-GSM TERMINAL HEATING AND COOLING UNITS 15 FEB 2007 10 15800 AIR DISTRIBUTION 12 MAY 2006 24 15800-GSM AIR DISTRIBUTION 15 FEB 2007 24 15830 FANS 12 MAY 2006 15 15830-GSM FANS 15 FEB 2007 11 15840 AIR TERMINAL UNITS 12 MAY 2006 6 15840-GSM AIR TERMINAL UNITS 15 FEB 2007 5 15860 AIR CLEANING DEVICES 12 MAY 2006 10 15950 TESTING, ADJUSTING AND BALANCING 4 FEB 2005 10 15950-GSM TESTING, ADJUSTING AND BALANCING 15 FEB 2007 10 15995 COMMISSIONING OF MECHANICAL SYSTEMS 12 MAY 2006 17 15995-GSM COMMISSIONING OF MECHANICAL SYSTEMS 15 FEB 2007 17



16DIVISION 16 - ELECTRICAL 16050 BASIC ELECTRICAL MATERIALS AND METHODS 13 JAN 2006 14 16050-GSM BASIC ELECTRICAL MATERIALS AND METHODS 15 FEB 2007 11 16050-HYD BASIC ELECTRICAL MATERIALS AND METHODS 11 APR 2007 14 16060 EARTHING AND BONDING 24 MAR 2006 10 16060-GSM EARTHING AND BONDING 15 FEB 2007 10 16060-HYD EARTHING AND BONDING 11 APR 2007 9 16080 FIELD TESTING AND DEMONSTRATION OF

ELECTRICAL SYSTEMS 28 JAN 2005 23 16080-GSM FIELD TESTING AND DEMONSTRATION OF ELECTRIC 15 FEB 2007 23 SYSTEM 16100 WIRING METHODS 24 MAR 2006 19 16100-GSM WIRING METHODS 15 FEB 2007 21

16120-HYD POWER CABLES 11 APR 2007 13 16130-HYD RACEWAY AND BOZES 11 APR 2007 23 16135 INTERIOR CONTAINMENT FOR ELV SYSTEMS 28 JAN 2005 18 16135-GSM INTERIOR CONTAINMENT FOR ELV SYSTEMS 15 FEB 2007 18

16140-HYD WIRING DEVICES 11 APR 2007 8 16230 GENERATOR ASSEMBLIES 12 MAY 2006 41 16240 CENTRAL BATTERY SYSTEM 24 MAR 2006 8 16260-HYD UNINTERRUPTIBLE POWER SUPPLY (UPS) 11 APR 2007 7 16285-HYD SURGE PROTECTION 11 APR 2007 3 16300 TRANSMISSION AND DISTRIBUTION 13 JAN 2006 12 16400 LOW-VOLTAGE DISTRIBUTION 4 NOV 2005 41 16400-GSM LOW-VOLTAGE DISTRIBUTION 15 FEB 2007 41 16401-GSM ELECTRICAL PANELS DETAILS 15 FEB 2007 10 16410-HYD ENCLOSED SWITCHES AMD CIRCUIT BREAKERS 11 APR 2007 14 16430-HYD SWITCHBOARD, PANEL BOARD AND CONTROL CENTERS11 APR 2007 20 16500 LIGHTING 31 MAR 2005 16 16500-GSM LIGHTING 15 FEB 2007 16

16501 ARCHITECTURAL LIGHTING FITTINGS 3 JUNE 2005 15 16501-GSM ARCHITECTURAL LIGHTING FITTINGS 15 FEB 2007 17 16501A ARCHITECTURAL LIGHTING FITTINGS 14 DEC 2005 15 16502-FMS LIGHTINGMANUFACTURERSLIST 29 MAR 2007 12 16502-GSM LIGHTING FIXTURES SCHEDULE 05 MAR 2008 5 16502A LIGHTING MANUFACTURERS LIST 14 DEC 2006 4 16503-FMS TOWER BUILDING EXTERIOR, TOWER BUILDING INTERIOR AND OFFICE ANNEX INTERIOR BASE BUILDING LIGHTING

FIXTURE SCHEDULE 18 JULY 2007 5 16503-GSM LIGHTING FIXTURES SPECIFICATION AND DETAILS 05 MAR 2008 45 16504-FMS TOWER BUILDING EXTERIOR, TOWER INTERIOR BASE

BUILDING, & OFFICE ANNEX BASE BUILDING LIGHTING FIXTURE DETAILS 18 JULY 2007 107 16505 HOTEL INTERIOR LIGHTING FIXTURE SCHEDULE 3 JUN 2005 3 16506 HOTEL INTERIOR LIGHTING FIXTURE DETAILS 3 JUN 2005 95 16507 HOTEL GUESTROOMS LIGHTING FIXTURE SCHEDULE 3 JUN 2005 2 16508 HOTEL GUESTROOMS LIGHTING FIXTURE DETAILS 3 JUN 2005 56 16509-FMS RESIDENTIAL INTERIOR LIGHTING FIXTURE SCHEDULE 6 JUN 2007 8 16510 RESIDENTIAL INTERIOR LIGHTING FIXTURE DETAILS 4 NOV 2005 105 16510-HYD RESIDENTIAL INTERIOR LIGHTING FIXTURE DETAILS 11 APR 2007 8 16511 RESIDENTIAL APARTMENTS LIGHTING FIXTURE SCHEDULE 14 SEP 2005 1



16512 RESIDENTIAL APARTMENTS LIGHTING FIXTURE DETAILS 14 SEP 2005 16 16513 CORPORATE SUITES ENTRY LOBBY LIGHTING FIXTURE SCHEDULE 12 MAY 2006 3 16514 CORPORATE SUITES ENTRY LOBBY LIGHTING FIXTURE DETAILS 12 MAY 2006 66 16515-FMS ARMANI HOTEL GUESTROOM FIXTURE SCHEDULE 26 SEP 2007 4 16516-FMS HOTEL GUESTROOMS LIGHTING FIXTURE DETAILS 26 SEP 2007 58 16517 CORPORATE SUITES LIGHTING FIXTURE SCHEDULE 10 MAR 2006 2 16518 CORPORATE SUITES LIGHTING FIXTURE DETAILS 10 MAR 2006 36 16519 CHAIRMAN’S SUITE LIGHTING FIXTURE SCHEDULE 12 MAY 2006 3 16520 CHAIRMAN’S SUITE LIGHTING FIXTURE DETAILS 12 MAY 2006 44 16520-HYD EXTERNAL LIGHTING 11 APR 2007 4 16521-FMS TOWER PARK EXTERNAL WORKS – LIGHTING FIXTURES SCHEDULE 23 MAY 2007 6 16522-FMS TOWER PARK EXTERNAL WORKS – LIGHTING FIXTURES DETAILS 23 MAY 2007 111 16523-FMS CORPORATE SUITES SKY LOBBY AND CLUB FLOORS

LIGHTING FIXTURE SCHEDULE 26 SEP 2007 2 16524-FMS CORPORATE SUITES SKY LOBBY AND CLUB FLOORS

LIGHTING FIXTURE DETAILS 26 SEP 2007 40 16525-FMS ARMANI HOTEL PUBLIC SPACES LIGHTING FIXTURE SCHEDULE 19 DEC 2007 13 16526-FMS ARMANI HOTEL PUBLIC SPACES LIGHTING FIXTURE DETAILS 19 DEC 2007 267 16528-MEP SCHEDULE OF LUMINAIRES - INTERIOR LIGHTING 22 FEB 2007 4 16575 ARCHITECTURAL DIMMING SYSTEMS 17 JUN 2005 49 16575-GSM ARCHITECTURAL DIMMING SYSTEMS 15 FEB 2007 14 16576-GSM DIMMERS SCHEDULE 15 FEB 2007 6 16576A SERVICED APARTMENTS CONTROL ZONE SCHEDULE 18 JULY 2007 11 16576B SERVICED APARTMENTS CONTROL ZONE DIAGRAMS 18 JULY 2007 15 16576C SERVICED APARTMENTS SCHEMATIC ONE-LINE CONTROL ZONE DIAGRAMS 10 JUN 2005 15 16576D SERVICED APARTMENTS KEYPAD SCHEDULES 18 JULY 2007 10 16577A RESIDENTIAL APARTMENTS CONTROL ZONE SCHEDULES 9 DEC 2005 42 16577B RESIDENTIAL APARTMENT CONTROL ZONE DIAGRAMS 9 DEC 2005 48 16577C RESIDENTIAL APARTMENT SCHEMATIC ONE-LINE CONTROL DIAGRAMS 4 NOV 2005 48 16578A RESIDENTIAL AMENITY FLOORS CONTROL ZONE SCHEDULES 9 DEC 2005 6 16578B RESIDENTIAL AMENITY FLOORS CONTROL ZONE DIAGRAMS 9 DEC 2005 6 16578C RESIDENTIAL AMENITY FLOORS SCHEMATIC ONE-LINE

CONTROL DIAGRAMS 9 DEC 2005 2 16579A-FMS RESIDENTIAL LOBBY CONTROL ZONE SCHEDULE 19 DEC 2007 2 16579B-FMS RESIDENTIAL LOBBY CONTROL ZONE DIAGRAMS 19 DEC 2007 5 16579C RESIDENTIAL LOBBY SCHEMATIC ONE-LINE CONTROL

DIAGRAMS 9 DEC 2005 2 16580A CORPORATE SUITES ENTRY LOBBY

CONTROL ZONE SCHEDULE 12 MAY 2006 1 16580B CORPORATE SUITES ENTRY LOBBY

CONTROL ZONE DIAGRAMS 12 MAY 2006 7



16580C CORPORATE SUITES ENTRY LOBBY SCHEMATIC ONE-LINE CONTROL DIAGRAMS 12 MAY 2006 2

16581A-FMS ARMANI HOTEL PUBLIC SPACES CONTROL ZONE SCHEDULES 19 DEC 2007 19

16581B-FMS ARMANI HOTEL PUBLIC SPACES CONTROL ZONE SCHEDULES 20 FEB 2008 68

16581C ARMANI HOTEL PUBLIC SPACES CONTROL ZONE SCHEDULES 21 AUG 2006 2

16581 D ARMANI HOTEL PUBLIC SPACE BALLROOM THEATRICAL DIMMING SPECIFICATIONS 30 JAN 2007 5 16582A-FMS ARMANI HOTEL GUESTROOM CONTROL ZONE SCHEDULE 24 OCT 2007 24 16582B-FMS ARMANI HOTEL GUESTROOMS CONTROL ZONE DIAGRAMS 24 OCT 2007 47 16582C-FMS ARMANI HOTEL GUESTROOMS SCHEMATIC

CONTROL ONE-LINE DIAGRAMS 15 FEB 2007 2 16582D-FMS ARMANI HOTEL GUESTROOM KEYPAD SCHEDULES 24 OCT 2007 51 16584A CHAIRMAN’S SUITE CONTROL ZONE SCHEDULE 12 MAY 2006 3 16584B CHAIRMAN’S SUITE CONTROL ZONE DIAGRAMS 12 MAY 2006 7 16584C CHAIRMAN’S SUITE SCHEMATIC ONE-LINE CONTROL

DIAGRAMS 12 MAY 2006 2 16585A-FMS TOWER PARK EXTERNAL WORKS CONTROL ZONE SCHEDULE 23 MAY 2007 5 16585B-FMS TOWER PARK EXTERNAL WORKS CONTROL ZONE DIAGRAMS 23 MAY 2007 7 16585C TOWER PARK EXTERNAL WORKS CONTROLS 29 MAR 2007 12 16586A-FMS CORPORATE SUITES SKY LOBBY AND CLUB FLOOR

CONTROL ZONE SCHEDULE 26 SEP 2007 3 16586B-FMS CORPORATE SUITES SKY LOBBY AND CLUB FLOOR

CONTROL ZONE DIAGRAMS 26 SEP 2007 5 16586C CORPORATE SUITES SKY LOBBY AND CLUB FLOOR

SCHEMATIC ONE-LINE CONTROL DIAGRAMS 10 MAR 2006 2 16710 STRUCTURED CABLING SYSTEM 9 DEC 2005 62 16710-GSM STRUCTURED CABLING SYSTEM 15 FEB 2007 60 16722 CONVERGED NETWORK SYSTEM 18 JULY 2007 58 16730 TWO-WAY RADIO SYSTEM 23 NOV 2006 19 16732 MASTER CLOCK SYSTEM 22 APR 2005 15 16780 TELEVISION SYSTEM 25 APR 2007 23

16782 BROADCAST PRE-WIRE SYSTEMS 20 SEP 2006 20 16995 COMMISSIONING OF ELECTRICAL SYSTEM 12 MAY 2006 16 16995-GSM COMMISSIONING OF ELECTRICAL SYSTEM 15 FEB 2007 14 LOAD DISTRIBUTION SCHEDULE (GUESTROOM) 21 DEC 2006 23

16996-MEP-1 TOWER PARK – DB SCHEDULES 20 FEB 2008 1 16996-MEP-2 TOWER DISTRIBUTION BOARD SCHEDULES 19 DEC 2007 202 16997-MEP-1 TOWER PARK – LANDSCAPE LUMINAIRES 22 FEB 2007 2 16998 LIGHTING EQUIPMENT SPEC.-LUMINAIRE SPECIFICAT 19 JUNE 2007 14



END OF TABLE 1 Prepared by Owner’s building maintenance consultant, Citadel Consulting Inc. 2 Prepared by Owner’s vertical transportation consultant, Lerch, Bates & Associates Inc. 3 Prepared by Owner’s architectural lighting consultant, Fisher Marantz Stone 4 Prepared by Owner’s food service consultant, Trend Foodservice Design 5 Prepared by Owner’s audio visual / IT consultant, PMK International 6 Prepared by Owner’s hardware consultant, Opening Solutions Inc. 7 Prepared by Owner’s parking consultant, Walker Parking Consultants 8 Prepared by Owner’s security consultant, SKM CCD Australia Pty Ltd. 9 Prepared by Owner’s exterior water feature consultant, Crystal Fountains 10 Prepared by Owner’s swimming pool/interior water feature consultant, P&A Engineering Ltd. 11 Prepared by Hyder Consulting Middle East as part of Hotel Guestrooms and Apartments Fit-out

Package

BURJ DUBAI, UNITED ARAB EMIRATES − SOM 203188 13 JAN 2006

Masonry Units04200 − 1

SECTION 04200

MASONRY UNITS

PART 1 − GENERAL

1.1 SUMMARY

A. General: Provide Masonry Units in accordance with requirements of the ContractDocuments.

1.2 REFERENCES

A. British Standards (BS):

1. BS EN 1052−1, “Methods of Test for Masonry. Determination of CompressiveStrength”.

2. BS 4721, “Specification for Ready−Mixed Building Mortars”.

3. BS 5628, “Code of Practice for Use of Masonry”.

4. BS 6073, “Specification for Precast Concrete Masonry Units”.

5. BS 8000, Part 3, “Code of Practice for Masonry”.

6. BS 8200, “Code of Practice for Design of Non−loadbearing External VerticalEnclosures of Buildings”.

1.3 SYSTEM DESCRIPTION

A. Exterior Performance Criteria: Comply with the requirements specified in Section08050, EXTERIOR WALL.

B. Load and Deflection Criteria: Design and construct interior unit masonry walls towithstand a lateral loading of minimum 360 Pa positive and negative pressure, exceptwhere more stringent requirements are indicated.

1. Walls of Interior Residential and Office Lobbies: Minimum 720 Pa loading.

2. Walls of Air Plenum Shafts: Minimum 720 Pa loading.

3. Walls of Elevator Shafts: Minimum 720 Pa loading.

4. Walls of Stair Wells: Minimum 480 Pa loading.

5. Walls of Exterior Air Plenum Shafts at Mechanical Floors: See exterior wallDrawings for loading.

C. Seismic Design Criteria: Design and construct interior masonry walls to withstandseismic lateral loadings in accordance with Uniform Building Code 1997, Zone 2A, SoilProfile “Sc”.

D. Standards: Comply with the applicable requirements of the referenced BritishStandards. Design and construct the Work in accordance with BS 5628, Part 1, andBS EN 1052−1, for unreinforced unit masonry with normal category quality control,



and BS 5628, Part 2, for reinforced unit masonry with special category quality control,unless more stringent criteria are required to meet the span and loading conditions.

E. Fire−Rated: Wherever a fire−rating is indicated for masonry construction, e.g., 2−hr.or 3−hr., provide materials and accessories complying with the requirements establishedby the governing authorities.

1.4 SUBMITTALS

A. Shop Drawings: Submit for Consultant’s action. Furnish shop drawings for thefabrication and installation of the Work. Prepare details at not less than 1:5 minimumscale. Include shop drawings for special shapes of masonry units, for details which arenot shown on the Consultant’s drawings, and for details which vary from the ContractDocuments.

B. Samples: Submit for Consultant’s action. Label samples to indicate product,characteristics, and locations in the Work. Samples will be reviewed for color andappearance only. Compliance with all other requirements is the exclusive responsibilityof the Contractor. Furnish samples of the following.

1. Concrete masonry units to be exposed to view or to be painted.

C. Product Data: Submit for Consultant’s action. Furnish a material list with technicaldata documenting the location and primary function, quality, and performance of eachcomponent material or system to be used in the Work, e.g., the fire and acousticalratings, “U” value, or other such primary characteristics as required by the Drawings orSpecifications.

D. Supplementary Product Literature: Submit for Consultant’s information. Furnishmanufacturer’s literature describing the general properties of each product to be usedin the Work.

E. Certifications: Submit for Consultant’s information. Furnish certified test reports forthe following.

1. Properties of masonry units as listed in the specified standards.

2. Chemical and physical properties of steel reinforcing bars.

F. Quality Control Testing and Inspection Reports: Submit for Consultant’sinformation. Furnish reports for the testing specified for source quality control.

G. Structural Calculations: Submit for Consultant’s information. Furnish engineeringcalculations for unit masonry Work including lintels and wind posts to show thatmaximum stresses and deflections do not exceed specified performance requirementsunder full design loading. Calculations shall be prepared by a qualified StructuralEngineer.

H. Statement of Manufacturer’s Review: Submit for Consultant’s information. Furnishstatement signed by the Contractor and Installer, stating that the Consultant’s Drawingsand Specifications, the shop drawings and product data have been reviewed withqualified representatives of the materials manufacturers, and that they are in agreementthat the selected materials and systems are proper and adequate for the applicationshown including compatibility with adjacent systems and materials.



I. Statement of Application: Submit for Employer’s documentation. Furnish statementsigned by the Contractor and Installer, stating that the Work was provided in compliancewith the Contract Documents and that the installation was proper for the conditions ofapplication and use.

J. Quality Control Testing and Inspection Reports: Submit for Consultant’sinformation. Furnish reports for the testing specified for source quality control.

1.5 QUALITY ASSURANCE

A. Contractor’s Quality Control Responsibilities: Contractor is solely responsible forquality control of the Work.

B. Field Samples: Prior to the Pre−Construction Conference, provide a field sample ofeach type concrete unit masonry used in the building at areas designated by theConsultant. Utilize the same materials and installation methods in the sample asrequired for the final Work. Schedule the installation with allowance for sufficientcuring time so that the sample may be examined, and any necessary adjustments made,at least 1 week prior to date scheduled for commencing installation of the Work. Whenaccepted by the Consultant, sample areas shall serve as the standard for materials,workmanship, and appearance for such Work throughout the project and shall remaina part of the final Work.

C. Fire Ratings: Provide unit masonry construction in accordance with requirements ofthe International Building Code “fire resistance ratings”, except where more stringentrequirements are indicated or are required by the local authority.

D. Regulatory Requirements: Comply with applicable requirements of the laws, codes,ordinances and regulations of the authorities having jurisdiction. Obtain necessaryapprovals from all such authorities.

1. Requirements for fire−rated or lateral support conditions are not necessarily fullydefined on the Drawings; comply with applicable regulations.

1.6 DELIVERY, STORAGE, AND HANDLING

A. General: Deliver and store materials in manufacturer’s original packaging labeled toshow name, brand, type, and grade. Store materials in protected dry location off groundin accordance with manufacturer’s instructions. Do not open packaging nor removelabels until time for installation.

B. Metal Materials: Do not use metal reinforcing, ties, or other components which arecoated with loose rust or other deleterious matter that will reduce or destroy bond withmortar and grout.

1.7 PROJECT/SITE CONDITIONS

A. Weather Conditions: Do not proceed with the Work during inclement weather norwhen weather forecasts are unfavorable, unless the Work will proceed in accordancewith the manufacturer’s requirements and instructions and any agreements orrestrictions of the Pre−Construction Conference.

B. Hot Weather Requirements: Provide temporary protection for masonry Workcompleted less than 24 hours, when the ambient temperature is more than 32oC and



rising, as necessary to provide suitable conditions for setting and curing of mortar andgrout.

PART 2 − PRODUCTS

2.1 MASONRY UNITS

A. Single Source: Obtain each type of masonry unit from one manufacturer, manufacturedby one process, uniform in texture and color, for each contiguous area and visuallyrelated areas.

B. Special Masonry Units: Provide special shapes for construction conditions whichcannot be fulfilled with masonry units cut from standard sizes. Provide special shapeswherever indicated or required to build corners, lintels, jambs, control joints andexpansion joints, and wherever necessary to provide a complete installation.

C. Concrete Masonry Units (CMU): ASTM C90. Linear drying shrinkage not more than0.065% at delivery. Nominal 400 mm long by 200 mm high face size. Width or thicknessas indicated.

1. Normal Weight Concrete Block: Made with ASTM C33 aggregates. Dry weightof concrete, 2000 kg/m3 or more.

2. Acoustical Masonry Units: Provide acoustical masonry units manufacturedusing molds and filler elements furnished or approved by the following company.Provide fillers specially fabricated of incombustible fibrous material laminatedto metal septa and factory installed in the cavities of the masonry units.

The Proudfoot Co. Inc. “Soundblox RSC/RF”

D. Precast Concrete Lintels: BS EN 845−2. Precast concrete lintels, steel reinforced inaccordance with the schedule on the Drawings. Manufacturer and type to be approved.

2.2 MORTAR AND GROUT

A. Portland Cement: BS 12. Ordinary or rapid hardening, without air entrainment.

B. Hydrated Lime: BS EN 459.

C. Aggregates: BS 1200.

D. Water: Clean and free from substances deleterious to the Work.

E. Ready−Mixed Mortar: BS 4721, using the specified cement, lime and aggregates.

F. Mix Requirements: Proportion mixes in accordance with requirements of BS 5628,Part 1, and BS EN 1052−1, as relevant to the type of wall construction. Calcium chlorideand antifreeze admixtures are prohibited. Prepare the mixes in quantities which areusable before initial set occurs, but not more than 45 minutes before delivery to pointsof use.

G. Coarse Grout: Designed concrete mix of grade C25 in accordance with BS 5328.

2.3 REINFORCEMENT, ANCHORS AND INSERTS

A. Ladder Type Horizontal Joint Reinforcing: Welded wire units of 3 m lengths withmatching prefabricated “T” and “L” sections for intersections and corners. ASTM A82



cold drawn steel wire with deformed 4.5 mm continuous side rods and 3.7 mm cross rodsspaced 400 mm o.c., ASTM A153/A153M hot−dip galvanized after fabrication with458 g/m2 zinc coating. For cavity walls provide reinforcing with drip crimp in crossrods. Overall width approximately 50 mm less than wall thickness as necessary to obtainrequired mortar cover.

Dur−O−Wal Inc.Hohmann & Barnard Inc.Wire−Bond

B. Reinforcing Bars: BS 4449, Type 2, grade 460 MPa, deformed steel reinforcing bars,free from mill scale and loose rust or other deleterious matter. Sizes and locations asindicated.

C. Frame and Column Anchors: Flat bar or round wire shapes, minimum 4.5 mm thick.Steel, hot−dip galvanized after fabrication in accordance with ASTM A153/A153M orBS EN ISO 1461 requirements. Sizes as required for embedment in masonry wythes andattachment to structure.

D. Dovetail Anchors: 2−piece anchor with 4.5 mm wire triangular tie and 2.0 mm flatdovetail tab for insertion into dovetail slots. Steel, hot−dip galvanized after fabricationin accordance with ASTM A153/A153M requirements. Size the anchor to extend within37 mm from face of masonry units.

E. Loose Anchor Items: Provide anchor straps, bolts, bars and rods fabricated from notless than 4.5 mm flat material or 9 mm diameter rod stock. Steel, hot−dip galvanizedafter fabrication in accordance with ASTM A153/A153M or BS EN ISO 1461requirements.

F. Control Joint Filler Gaskets: ASTM D2000 or BS 4255 Part 1, extruded dense rubbergasket designed for masonry walls. Nominal 60 to 80 durometer Shore A hardness.

Hohmann & Barnard Inc. “Titewall”Dur−O−Wal Inc. “Rapid Control Joint”Williams Products Inc. “Everlastic Slot Seal”

2.4 SOURCE QUALITY CONTROL

A. Compressive Strength: Test masonry prisms in accordance with ASTM C1314 todetermine compliance with required compressive strength (f’m) for masonry walls.Conduct tests within sufficient time before start of masonry construction to allow foradjustments and retesting as necessary.

B. Mortar and Grout Strength Tests: Conduct and interpret preliminary tests for mortarand grout utilized in Special Category construction in accordance with BS 5628, Part 1,and BS EN 1052−1.

C. Concrete Block Tests: Conduct tests for concrete block in accordance withBS 6073, Part 1.

PART 3 − EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Examine the areas to receive the Work and the conditionsunder which the Work would be performed. Identify conditions detrimental to the

BURJ DUBAI, UNITED ARAB EMIRATES - SOM 203188 5 MAR 2008

NOTES: 1. REFER TO HARDWARE SET FOR STRUCTURE AND ELECTRIC INTERFACE 3. REFER TO AL-00-AR-8M2, 8M3 FOR DOOR TYPES AND DETAILS

2. COORDINATE HARDWARE SET WITH SECURITY AND ACCOUSTIC REQUIREMENTS 4. REFER TO AL-00-AR-3F1, 3F3 FOR MASONRY AND GYPBOARD PARTITION TYPES AND DETAILS

ROOM NAME OWNER'S WALL FIRE SMOKE ACOUSTIC SECURITY HARDWARE REMARKS

RM NO. PUSH PULL TYPE RATING SEALS RATING DEVICES SET

LEVEL ROOM DOOR TYPE MATL FIN. FIN. WIDTH HEIGHT THICK FIN JAMB JAMB SILL

LEVEL 19 - 37

Serviced Residences

UNIT Sa MODERN

T19-25 Sa-002 B LIVING/BEDROOM UNIT Sa DM14 WD 3@600 2280 45 J10/8M3 J11/8M3 S3/8M3 R6

T19-25 Sa-003 C BATH UNIT Sa DM1 WD 820 2320 45 WD J2/8M3 J1/8M3 S3/8M2 R2

UNIT Sa CLASSIC

T19-25 Sa-002 B LIVING/BEDROOM UNIT Sa DC12 WD 3@600 2280 45 J13/8M3 J12/8M3 S4/8M3 R6

T19-25 Sa-003 C BATH UNIT Sa DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 S7/8M2 R2

UNIT Sb MODERN

T19-25 Sb-002 B LIVING/BEDROOM UNIT Sb DM13 WD 2@600 2280 45 J11/8M3 J10/8M3 S3/8M3 R6

T19-25 Sb-003 C BATH UNIT Sb DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S7/8M2 R2

UNIT Sb CLASSIC

T19-25 Sb-002 B LIVING/BEDROOM UNIT Sb DC11 WD 2@600 2280 45 J12/8M3 J13/8M3 S4/8M3 R6

T19-25 Sb-003 C BATH UNIT Sb DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 S7/8M2 R2

UNIT 1a MODERN

T19-33 1a-001 B VESTIBULE UNIT 1a DM12 WD 600 2280 45 J16/8M3 J15/8M3 S2/8M3 R2

T19-33 1a-002 C POWDER ROOM UNIT 1a DM1 WD 820 2320 45 WD J17/8M2 J4/8M2 S2/8M2 R2

T19-33 1a-004 D KITCHEN UNIT 1a DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T19-33 1a-005 E READING UNIT 1a DM5 WD 600 2380 45 J16/8M2 J16/8M2 S7/8M2 R8

T19-33 1a-005 F READING UNIT 1a DM1 WD 820 2320 45 WD J2/8M2 J1/8M2 R5

T19-33 1a-006 G BEDROOM UNIT 1a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R3

T19-33 1a-006 H BEDROOM UNIT 1a DM8 WD 4@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19-33 1a-007 I BATH UNIT 1a DM1 WD 900 2320 45 J2/8M3 J1/8M3 S3/8M2 R2

UNIT 1a CLASSIC

T19-33 1a-001 B VESTIBULE UNIT 1a DC10 WD 600 2280 45 J18/8M3 J17/8M3 S5/8M3 R2

T19-33 1a-002 C POWDER ROOM UNIT 1a DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S2/8M2 R2

T19-33 1a-004 D KITCHEN UNIT 1a DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 S7/8M3 R9

T19-33 1a-005 E READING UNIT 1a DC1 WD 600 2380 45 J2/8M2 J2/8M2 R8

T19-33 1a-005 F READING UNIT 1a DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T19-33 1a-006 G BEDROOM UNIT 1a DC1 WD 820 2320 45 WD J2/8M2 J2/8M2 R3

T19-33 1a-006 H BEDROOM UNIT 1a DC8 WD 4@600 2380 45 J20/8M2 J20/8M2 R8

T19-33 1a-007 I BATH UNIT 1a DC1 WD 900 2295 45 WD J2/8M2 J2/8M2 S7/8M2 R2

UNIT 1ai MODERN

T20-33 1ai-001 B VESTIBULE UNIT 1ai DM12 WD 600 2280 45 J16/8M3 J15/8M3 S2/8M3 R2

T20-33 1ai-002 C POWDER ROOM UNIT 1ai DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S1/8M2 R2

T20-33 1ai-004 D KITCHEN UNIT 1ai DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T20-33 1ai-005 E READING UNIT 1ai DM6 WD 2@431 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-33 1ai-005 F READING UNIT 1ai DM1 WD 820 2320 45 WD J1/8M1 J1/8M2 R6

SECTION 08751

OPENING DESIGNATION DOOR FRAME DETAILS

DOOR SCHEDULE - SERVICED RESIDENCES

DOOR SCHEDULE-SERVICED RESIDENCES

08751-1

BURJ DUBAI, UNITED ARAB EMIRATES − SOM 203188 10 MAR 2006

Gypsum Board09250 − 1

SECTION 09250

GYPSUM BOARD

PART 1 − GENERAL

1.1 SUMMARY

A. General: Provide Gypsum Board in accordance with the requirements of the ContractDocuments.

1.2 REFERENCES

A. American Society for Testing and Materials (ASTM):

1. ASTM C754, “Installation of Steel Framing Members to ReceiveScrew−Attached Gypsum Wallboard, Backing Board, or Water−ResistantBacking Board”.

2. ASTM C840, “Application and Finishing of Gypsum Wallboard”.

3. ASTM C919, “Use of Sealants in Acoustical Applications”.

1.3 SYSTEM DESCRIPTION

A. Load and Deflection Criteria: Design and construct interior gypsum board walls towithstand a lateral loading of minimum 240 Pa positive and negative pressure, andmaximum deflection not to exceed 1/240 of the wall height, except where more stringentrequirements are indicated.

1. Walls of Interior Residential and Office Lobbies: Minimum 720 Pa loading.

2. Walls of Air Plenum Shafts: Minimum 479 Pa loading.

3. Walls of Elevator Shafts: Minimum 240 Pa to 720 Pa loading, as noted.

4. Walls of Stair Wells: Minimum 240 Pa loading.

5. Walls Supporting Stone Panels or Ceramic Tile: Maximum 1/360 deflection.

6. Demising Partitions: Minimum 360 Pa loading.

B. Fire−Rated Construction: Wherever a fire resistance classification is indicated forgypsum board construction, e.g., 2−hr. or 3−hr. and similar designations, providematerials, accessories and application procedures in accordance with local codes andwhich have been listed by UL or tested according to ASTM E119 for the required typeof construction.

1.4 SUBMITTALS

A. Shop Drawings: Submit for Consultant’s action. Furnish shop drawings for thefabrication and installation of unusual conditions in connection with gypsum boardconstruction. Indicate the materials and finishes.

B. Product Data: Submit for Consultant’s action. Furnish a material list with technicaldata documenting the location and primary function, quality, and performance of each



material component or system to be used in the Work, e.g., the fire and acousticalratings, “U” value, or other such primary characteristics as required by the Drawings orSpecifications.

C. Supplementary Product Literature: Submit for Consultant’s information. Furnishmanufacturer’s literature describing the general properties of each product to be usedin the Work.

1.5 QUALITY ASSURANCE

A. Contractor’s Quality Control Responsibilities: Contractor is solely responsible forquality control of the Work.

B. Field Samples: Prior to the Pre−Construction Conference, provide a field sample foreach type of gypsum board construction and special conditions in the building at areasto be designated by the Consultant. Utilize the same materials and installation methodsin the sample as required for the final Work. Schedule the installation so that the samplemay be examined, and any necessary adjustments made, at least 1 week prior to datescheduled for commencing installation of the Work. When accepted, sample areas shallserve as the standard for materials, workmanship, and appearance for such Workthroughout the project and shall remain a part of the final Work.

C. Regulatory Requirements: Comply with applicable requirements of the laws, codes,ordinances and regulations of the authorities having jurisdiction. Obtain necessaryapprovals from all such authorities.

1.6 DELIVERY, STORAGE, AND HANDLING

A. General: Deliver and store materials in manufacturer’s original packaging labeled toshow name, brand, type, and grade. Store materials in protected dry location off groundin accordance with manufacturer’s instructions. Do not open packaging nor removelabels until time for installation.

1.7 PROJECT/SITE CONDITIONS

A. Environmental Requirements: Do not start installation of gypsum board unlessbuilding is enclosed and interior spaces are continuously maintained at a uniformtemperature not less than 13oC from 1 week before start of gypsum board joint treatmentuntil after the completed treatment is cured dry. Temperature requirements may bewaived only on recommendation by gypsum board materials manufacturer. Provideventilation to remove excess moisture from the air during joint treatment.

PART 2 − PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. General: The materials and systems indicated on the Drawings are based upon theproducts and recommendations of U. S. Gypsum Company. Provide materials as madeor recommended by a single manufacturer for the gypsum board systems, includingmetal framing and trim accessories, used throughout the Work. Gypsum board systems



produced by one of the following manufacturers will be acceptable, subject to reviewby Consultant.

U. S. Gypsum Co.Gold Bond Building Products Divn./National Gypsum Co.Georgia−Pacific Corp.Kuwait GypsumSaudi National Gypsum Co.Knauf / Danogips

2.2 STUDS AND FRAMING

A. Lightgage Channel Studs and Runners: ASTM C645 steel components withASTM A924/A924M hot−dip galvanized Z180 180 g/m2 zinc coating. Roll−formedchannel shapes, with stud flanges not less than 32 mm wide. Minimum 0.63 mm, andheavier where noted or recommended by manufacturer for the application. Sizes asindicated.

U.S. Gypsum Co. “ST Stud”Gold Bond “Screw Studs”

B. Firestop Ceiling Runners: Special runners for firestopping assembly at underside ofmetal deck and at other conditions are specified in Section 07840, FIRESTOPPING.

C. Framing for Shaft Wall: ASTM A653/A653M Structural Quality steel with hot−dipgalvanized Z180 180 g/m2 zinc coating. Minimum 0.63 mm, and heavier where notedor recommended by manufacturer for the application. Sizes as indicated. Provide C−Hstuds, E studs, I studs, J runners, jamb struts, and other members as required forcomplete installation.

U.S. Gypsum Co. “Cavity Shaft Wall” framingGold Bond “I−Stud Cavity Shaftwall” framingGeorgia−Pacific “Shaft Liner System” framing

D. Framing for Suspended Ceilings or Soffits:

1. Hanger Inserts: 2.0 mm galvanized steel strap with 8 mm holes punched on thecenter line and lower ends.

2. Hangers: ASTM A641/A641M, soft temper galvanized steel wire. Minimum4.1 mm.

3. Steel Runner Channels: ASTM C841 steel channels, hot−dip galvanized. 38 mmsize, cold−rolled type weighing 0.72 kg/m or hot−rolled type weighing 1.67 kg/m.

4. Neoprene / Steel Hanger Isolator for Impact Isolated Ceilings: Galvanizedsteel hanger isolator fabricated with upper and lower loops separated by aneoprene bushing , rated for an average deflection of 5 mm. Isolator loops suitablefor 4.5 mm hanger wire. Size and capacity to suit required loading.

Mason Industries Inc. “Type WHR”



E. Hat Furring Channels: ASTM C645 steel components with ASTM A924/A924Mhot−dip galvanized Z180 180 g/m2 zinc coating. Hat shaped, 22 mm high. Minimum0.63 mm.

U.S. Gypsum Co. “DWC Furring Channel”Gold Bond “Screw Furring Channel”

F. Resilient Furring Channels: ASTM C645 steel components withASTM A924/A924M hot−dip galvanized Z180 180 g/m2 zinc coating. Minimum0.63 mm.

U.S. Gypsum Co. “RC Deluxe Resilient Channel”Gold Bond “Resilient Furring Channel”

G. Zee Furring Channels: ASTM C645 steel components with ASTM A924/A924Mhot−dip galvanized Z180 180 g/m2 zinc coating. Minimum 0.63 mm.

U.S. Gypsum Co. “Z−Furring Channel”Gold Bond “Z Furring Channel”

H. Backerplates: ASTM A653/A653M Structural Quality steel with hot−dip galvanizedZ180 180 g/m2 zinc coating. Minimum 1.0 mm, 150 mm wide, and size as required forfastening to studs for supporting wall−mounted fixtures or equipment.

2.3 GYPSUM BOARD

A. Regular Gypsum Board: ASTM C36. Special tapered/eased edge design.

U. S. Gypsum “Sheetrock, SW Edge”Gold Bond “Sta−Smooth”Georgia−Pacific “Tapered/Round RE Gypsum Board”

B. Fire Rated Gypsum Board: ASTM C36, Type “X” fire−retardant material to meet fireratings for the construction shown. Special tapered/eased edge design.

U. S. Gypsum “Sheetrock Firecode/Firecode C”Gold Bond “Fire−Shield/Fire−Shield G”Georgia−Pacific “Firestop”

C. Shaft Wall Liner Board: ASTM C442, Type “X” fire−retardant material to meet fireratings for the construction shown. Specially manufactured for shaft wall construction.25 mm thick by 600 mm wide.

U. S. Gypsum “Sheetrock Liner Panels”Gold Bond “Fire−Shield Shaftliner”Georgia−Pacific “Shaft Liner Panels”

D. Water−Resistant Gypsum Board: ASTM C1396/C1396M. Tapered edges,water−resistant gypsum core and treated paper facing to withstand effects of moisturepenetration. Provide Type “X” fire retardant board where required for fire ratedconstruction.

U. S. Gypsum “Sheetrock Water Resistant”Gold Bond “MR Board”Georgia−Pacific “Tile Backer Board”



E. Exterior Gypsum Soffit Board: ASTM C931/C931M. Tapered edge board especiallyintended for indirect weather exposure. Provide Type “X” fire retardant board whererequired for fire rated construction.

U. S. Gypsum “Sheetrock Exterior Ceiling Board”Gold Bond “Exterior Soffit Board”Georgia−Pacific “Exterior Soffit Board”

2.4 FASTENINGS

A. Metal Framing to Structure: Power driven fasteners providing not less than 890 Npull−out strength and 3115 N shear strength.

B. Steel Drill Screws for Gypsum Board Systems: ASTM C1002, Type G, Type S, orType W screws, and suitable for fastening into steel not greater than 1.0 mm thickness.ASTM C954, for fastening into steel of 1.0 mm to 2.8 mm thickness. Pan head for metalto metal connections. Bugle head for fastening gypsum board.

C. Stub Nails: 3.75 mm case−hardened and quenched steel nails for fastening to concrete.

2.5 TRIM ACCESSORIES

A. Corner Beads: Provide at external corners. ASTM C1047. Galvanized steel, smoothrigid nose and perforated−knurled flanges suitable for joint treatment.

U.S. Gypsum Co. “Dur−A−Bead No. 103”Gold Bond “Wallboard Cornerbead”

B. Casing Beads: Provide for protection of exposed gypsum board edges aroundopenings. ASTM C1047. Galvanized steel, J−shape trim with beaded nose andperforated−knurled flange suitable for joint treatment.

U.S. Gypsum Co. “No. 200−A Metal Trim”Gold Bond “No. 100 Wallboard Casing”

C. Control Joint Trim: ASTM C1047. One−piece joint assembly of roll−formed zinc orextruded vinyl with perforated flange suitable for joint treatment.

U.S. Gypsum Co. “No. 093 Control Joint”Gold Bond “E−Z Strip Expansion Joint”

2.6 AUXILIARY MATERIALS

A. Joint Tapes: ASTM C475, plain or perforated type.

B. Joint Compounds: ASTM C475, in dry powder form, or pre−mixed ready forapplication, as especially recommended by gypsum board manufacturer for conditionsof the application.

C. Adhesive: As recommended by the gypsum board manufacturer for adhering ofgypsum board to backing material.

D. Acoustical Sealant: ASTM C834. Non−sag emulsion sealant. Specificallyrecommended by manufacturer as an acoustical sealant.

U. S. Gypsum “Sheetrock Acoustical Sealant”Tremco Mfg. Co. “Tremco Acrylic Latex 834”Sonneborn “Sonolac”Pecora Corp. “AC−20 + Silicone”



E. Rock Wool Fiber Acoustic Insulation: ASTM C665, Type I. Rock wool fiber blanketwith water−resistant binders. ASTM C518, thermal conductivity of “k” = 0.036 W/m oC at24oC. Minimum 48 kg/m3 density. ASTM E84, flame spread 15, smoke developed 10,or less. Provide manufacturer’s standard sizes in thickness indicated.

American Rockwool / Thermafiber LLC “Sound Attenuation Fire Blankets”Fibrex Inc. “FBX Sound Control Blanket”Roxul Inc. “Acoustical Fire Batt”

PART 3 − EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Examine the areas to receive the Work and the conditionsunder which the Work would be performed. Identify conditions detrimental to theproper and timely completion of the Work. Do not proceed until unsatisfactoryconditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Application Requirements: Provide gypsum board construction in accordance withrequirements of ASTM C754 and ASTM C840, and manufacturer’s recommendationsfor each particular application, except where more stringent requirements are shown orspecified.

1. Finishing of Gypsum Board: Apply a seamless finish treatment to conceal thegypsum board joints as well as the fastener heads, beads and trim. Provide jointtape and compound finished to make flat smooth surfaces free from blemishes orimperfections.

B. Firestopping Systems: Specified in Section 07840, FIRESTOPPING.

C. Construction Tolerances: Do not exceed in 1:800 variation from plumb or level in anyexposed line of surface, except at joints between gypsum board units. Do not exceed1.6 mm variation between planes of abutting edges or ends. Shim as required to complywith specified tolerances.

D. Cutting, Fitting and Trimming of Gypsum Board: Accurately measure and pre−cutgypsum board units for all penetrations, prior to installation. Make cuts from face sideby scoring and snapping away from face side or by sawing. Completely cut paper onback face. Do not break paper by tearing. Maintain close tolerances for accurate fit atjoints between boards and at framed openings and to allow for covering of edges ofcutouts with plates and escutcheons. Cut edges smooth as required for neat and accuratefit. Provide specified metal trim at external corners and exposed edges, fastened to boardwith screws.

E. Fastening: Apply gypsum board screws with a power−driven screwdriver equippedwith an adjustable screw depth control head. Drive screws not less than 10 mm fromends or edges of gypsum board and to a uniform depth not over 0.8 mm. Provide screwsof type and spacing as recommended by gypsum board manufacturer or required by testrequirements to suit each system.



F. Control Joints: Provide 13 mm wide continuous opening between edges of adjacentboards for insertion of control joint trim accessory. Do not locate joints within 200 mmfrom corners of openings, except where control joints are shown at jamb lines or whereopenings occur adjacent to exterior or interior angles of an area. At door frames, extendcontrol joints upward from both jamb corners. Provide control joints as recommendedby gypsum board manufacturer and at the following locations, unless otherwise noted.

1. Where expansion or control joints occur in floor or wall construction supportingthe gypsum board system.

2. Where gypsum board system abuts a structural element other than the floor, orabuts dissimilar construction, or the construction changes within the plane of thesystem.

3. Where dimensions of gypsum board system exceed 9 m in either direction of sameplane. Interior ceiling control joints may occur at maximum 15 m intervals whenconstructed with perimeter relief.

4. Where wings of “L”, “U”, or “T” shaped ceiling or soffit areas are joined.

3.3 INSTALLATION OF PARTITION AND WALL FRAMING

A. Runner Tracks: Provide continuous tracks sized to match studs. Align runner tracksaccurately to the partition layout at both floor and ceiling. Where partitions abut otherconstruction, provide vertical runner track securely attached to construction. Securerunner tracks as recommended by the stud manufacturer for the floor and ceilingconstruction involved, except do not exceed 600 mm o.c. spacing for nails orpower−driven fasteners, nor 400 mm o.c. for other types of attachment. Providefasteners at corners and ends of runner tracks.

B. Isolation from Structure: Where partitions and walls abut ceiling or deck constructionor vertical structural elements, provide slip or cushion type joint between partition andstructure as recommended by stud manufacturer to prevent the transfer of structuralloads or movements to partitions.

C. Lightgage Channel Studs: Space studs not more than 400 mm o.c. maximum, unlessotherwise noted. Use full length studs between runner tracks wherever possible. Ifnecessary, splice studs by nesting with a minimum lap of 200 mm and fasten laps with2 screws through each flange. Friction fit studs to runner tracks by positioning androtating into place. Provide positive attachment to runner tracks for studs located atpartition corners and intersections, and adjacent to openings using 10 mm screws or studclinching tool on both flanges of studs.

D. Furring Channels: Space furring channels not more than 400 mm o.c. maximum,unless otherwise noted. Secure to studs with self−tapping screws at each intersection.Attach to concrete or masonry with tempered steel concrete nails. Where splices occur,overlap ends not less than 200 mm with flanges interlocked and fastened, but do notsplice furring channels between supports. Place channels within 50 mm of corners,abutments, framed openings or other interruptions in the continuity of the furringsystem.

E. Additional Framing: Provide as required to support gypsum board at openings andcutouts, and to support built−in anchorage and attachment devices for other Work.



Provide additional framing to support corners, intersections, termination of partitions,and both sides of control joints.

F. Studs at Door Frames: Provide runner track and typical studs above door openings.Provide two 1.0 mm studs at each jamb. Secure stud reinforcing to jamb anchor clipswith not less than two self tapping screws per clip. Place the typical partition studswithin 150 mm either side of stud reinforcing of frames.

3.4 INSTALLATION OF SHAFT WALL FRAMING

A. General: Use full length studs throughout shaft wall. Splicing not permitted. Cut andfit “C−H” and “E” metal studs to engage the short leg of the runner track, top and bottom.Use “E” channel studs where the wall abuts columns, partitions, walls, as a startingstructural member, at openings as a framing member, and in the field of a partition where“C−H” studs cannot be used due to height limitations. Use “C−H” studs in continuousruns of partitions. Arrange so that each edge of the liner board panel is engaged andencased, in effect providing a metal bound component.

B. Additional Framing: Provide additional framing around openings for ducts, doors, andcavities which interrupt the liner board for utility chases. For rough jambs and lintels,use not less than 1.0 mm metal components. Cut and bend lintels and “J” section so asto allow attachment to the rough jambs at both flanges and the web by screws, retainingthe structural integrity of the wall.

3.5 INSTALLATION OF SUSPENDED CEILING AND SOFFIT FRAMING

A. Hangers: Attach to supporting construction by means of special insert or fasteningdevices. Space hangers not more than 1220 mm o.c. maximum and according to runnerchannel locations. Wrap each hanger around or through the supporting device and twist3 times about itself to make secure. Hangers passing through or attached to ducts andpiping, not permitted. Provide a trapeze framework wherever necessary to circumventsuch obstructions.

B. Neoprene / Steel Hanger Isolators for Impact Isolated Ceilings: Install so thathangers are vertical and do not rub against pipe, duct, ceiling beams or otherinterferences.

C. Runner Channels: Space runner channels not more than 1220 mm o.c. maximum, andprovide shorter spacing where noted. Wrap or saddle tie each wire hanger twice aroundrunner channel and twist 3 times about itself to make secure. Locate suspended runnerchannels within 150 mm away from walls and columns or other interruptions incontinuity of the suspension system, but not contacting non−suspended construction.Accurately make plumb and level or align to designated position within tolerance of3 mm for 3.7 m at any point along length of channel.

D. Furring Channels: Space hat furring channels not more than 600 mm o.c. maximum,and provide shorter spacing where noted. Secure to runner channels with special wireclips at each intersection. Where splices occur, overlap ends not less than 200 mm withflanges interlocked and fastened, but do not splice furring channels between supports.Place channels within 50 mm of corners, abutments, framed openings or otherinterruptions in the continuity of the furring system.



3.6 INSTALLATION OF GYPSUM BOARD

A. General: Provide boards of minimum 16 mm thickness, unless otherwise noted. Useboards of maximum size practical lengths to minimize end butt joints. Whereunavoidable, locate end butt joints as far from center of walls or ceilings as possible, andstagger in alternate courses of board. Install gypsum board with face side out. Do notinstall imperfect or damaged boards, or if damp or wet. Butt boards together for contactat edges or ends with not more than 1.6 mm open space between boards.

B. Water−Resistant Gypsum Board: Treat joints and fastener heads with water−resistantcompound. Fill tapered edges in gypsum panel completely with water−resistantcompound, embed reinforcing tape firmly, and wipe off excess compound. Immediatelyapply a second or skin coat over the taping coat, being careful not to crown joint or toleave excess compound. Apply water−resistant compound and tape to vertical anglesin similar manner. Fill and seal openings around pipes, fittings and fixtures withwater−resistant compound.

C. Fitting at Door Frames: Cut boards to fit around hardware reinforcement or mortarboxes. Spot grout the frames with joint compound at each jamb anchor clip just priorto inserting of boards into frame. Insert boards into frame so that its edge is fully beddedagainst inside surface of the frame. Butter the edge of boards with joint compound ifnecessary to obtain full bedding.

D. Edges and Ends: Locate edges or end joints over supports, except in horizontalapplications or where intermediate supports or gypsum board back−blocking isprovided behind end joints. Position boards so that tapered edge joints abut. Do not placetapered edges against cut edges or ends. Stagger vertical joints over different studs onopposite sides of partition walls.

E. Chase Walls: Unless otherwise shown, provide gypsum board braces not less than16 mm thick by 300 mm wide and cut to width of chase. Locate at quarter points in wallheight between each pair of parallel studs. Fasten with not less than 3 screws at eachstud.

F. Adhesive Application of Gypsum Board: Comply with manufacturer’s instructionsfor adhesives. Do not apply to dirty or contaminated surfaces. Provide not less than theminimum temperature recommended by manufacturer for adhesive applications andmaintain until cured. Temporarily support the adhered gypsum board until afteradhesive has attained full strength.

G. Perimeter Sealing: Seal the perimeters and cut−outs around fixtures with sealant toprovide an airtight installation.

3.7 INSTALLATION OF CAVITY SHAFT WALL

A. General: Provide in strict accordance with manufacturer’s recommendations. Cut linerboard panels not more than 6 mm short of the 19 mm leg of the top runner track, to allowtipping into place when inserted in the floor runner track. Engage the liner board edgeswith the metal studs, tightly abutting the stud web. Pack cavities or chases with mineralwool insulation. Attach filler panels over doors, above and below ducts or otheropenings in shaft walls to the top “J” runner track with screws.



B. Single Layer Gypsum Board Finish: Apply Type “X” gypsum board vertically to faceof studs. Fasten board to framing with screws spaced 300 mm o.c.

C. Double Layer Gypsum Board Finish: Apply base layer of Type “X” gypsum boardhorizontally to face of studs, end joints staggered and occurring over studs. Fasten baselayer to framing with screws spaced 600 mm o.c. Apply face layer of Type “X” gypsumboard vertically over the base layer with joints staggered. Attach face layer to framingwith screws spaced 300 mm o.c. and staggered from those in base.

D. Perimeter Sealing: Seal the perimeters and cut−outs around fixtures with sealant toprovide an airtight installation.

3.8 REQUIREMENTS FOR ACOUSTICAL APPLICATIONS

A. Perimeter Sealing: Comply with ASTM C919 and manufacturer’s recommendations.Provide continuous beads of sealant along both sides of track runners at juncture withfloor and ceiling construction, and wherever gypsum board abuts dissimilar materials,prior to installation of gypsum boards. At openings and cutouts, fill open spacesbetween gypsum board and fixtures, cabinets, ducts or other penetrating items, withcontinuous bead of sealant. Apply sealant around sides and backs of electrical boxes tocompletely seal openings and joints. Seal joints resulting between abutting face layersof intersecting partitions.

B. Sealing at Control Joints: Provide continuous bead of sealant behind faces of controljoints. Seal prior to installation of surface−applied control joint accessories and locateat proper depth in joint to allow for insertion of expansion portion of control jointaccessory.

C. Sealing of Double Layer Construction: After installation of gypsum board baselayers, cut face layer sheets 13 mm less than full height and position with 6 mm openspace between gypsum board and adjoining construction. Fill the 6 mm open space withcontinuous sealant bead after installation of face layer.

D. Acoustic Insulation Blankets: Provide where required to obtain indicated STC ratings,and install acoustic insulation blankets in sound−rated construction. For installationabove ceilings or soffits used as air plenums, provide only Kraft−faced or foil−facedinsulation and tape all edges closed. Completely fill space between framing membersto full length and width of entire space. Fit carefully behind electrical outlets and otherWork which penetrates gypsum board. Attach in accordance with manufacturer’sinstructions.

3.9 CLEANING

A. Clean−Up: Remove gypsum board debris and leave floors broom clean. Excessmaterial, scaffolding, tools and other equipment are to be removed upon completion ofthe Work.

3.10 PROTECTION

A. General: Protect and maintain the gypsum board Work through the construction periodso that it will be without any indication of damage at the time of preliminary acceptanceby the Employer.

END OF SECTION








T20-33 1ai-005 G READING UNIT 1ai DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T20-33 1ai-006 H BEDROOM UNIT 1ai DM8 WD 4@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-33 1ai-007 I BATH UNIT 1ai DM1 WD 900 2320 45 J2/8M3 J1/8M3 S3/8M2 R2

UNIT Ib MODERN

T20-33 1b-002 B POWDER ROOM UNIT 1b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S1/8M2 R2

T20-33 1b-004 C KITCHEN UNIT 1b DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T20-33 1b-005 D BEDROOM UNIT 1b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T20-33 1b-005 E BEDROOM UNIT 1b DM6 WD 2@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-33 1b-006 F BATH UNIT 1b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

UNIT 1b CLASSIC

T20-33 1b-002 B POWDER ROOM UNIT 1b DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S2/8M2 R2

T20-33 1b-004 C KITCHEN UNIT 1b DC1 WD 820 2340 45 WD J2/8M2 J2/8M2 S7/8M2 R9

T20-33 1b-005 D BEDROOM UNIT 1b DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T20-33 1b-005 E BEDROOM UNIT 1b DC6 WD 2@600 2380 45 J20/8M2 J20/8M2 R5

T20-33 1b-006 F BATH UNIT 1b DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 S7/8M2 R2

UNIT 1bi MODERN

T19 1bi-002 B POWDER ROOM UNIT 1bi DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S1/8M2 R2

T19 1bi-004 C KITCHEN UNIT 1bi DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T19 1bi-005 D BEDROOM UNIT 1bi DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19 1bi-005 E BEDROOM UNIT 1bi DM6 WD 2@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19 1bi-006 F BATH UNIT 1bi DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S1/8M2 R2

UNIT 1c MODERN

T19-33 1c-001 B VESTIBULE UNIT 1c DM12 WD 600 2280 45 J15/8M3 J16/8M3 S2/8M3 R2

T19-33 1c-002 C POWDER ROOM UNIT 1c DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S2/8M2 R2

T19-33 1c-004 D KITCHEN UNIT 1c DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T19-33 1c-005 E BEDROOM UNIT 1c DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19-33 1c-005 F BEDROOM UNIT 1c DM9 WD 5@600 2380 45 J16/8M2 J16/8M2 S7/8M2 R8

T19-33 1c-005 G BEDROOM UNIT 1c DM7 WD 3@431 2380 45 J16/8M2 J15/8M2 S7/8M2 R8

T19-33 1c-005 H BEDROOM UNIT 1c DM6 WD 2@431 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19-33 1c-006 I BATH UNIT 1c DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

UNIT 1d MODERN

T19-33 1d-001 B VESTIBULE UNIT 1d DM12 WD 600 2280 45 J15/8M3 J16/8M3 S2/8M3 R2

T19-33 1d-001 C VESTIBULE UNIT 1d DM8 WD 4@600 2280 45 J16/8M2 J15/8M2 S7/8M2 R8

T19-33 1d-002 D POWDER ROOM UNIT 1d DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T19-33 1d-004 E KITCHEN UNIT 1d DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T19-33 1d-006 F BEDROOM UNIT 1d DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19-33 1d-006 G BEDROOM UNIT 1d DM7 WD 3@600 2380 45 J15/8M2 J16/8M2 S7/8M2 R8

T19-33 1d-006 H BEDROOM UNIT 1d DM7 WD 3@431 2380 45 J16/8M2 J15/8M2 S7/8M2 R8

T19-33 1d-006 I BEDROOM UNIT 1d DM6 WD 2@431 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19-33 1d-007 J BATH UNIT 1d DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

UNIT 1d CLASSIC

T19-33 1d-001 B VESTIBULE UNIT 1d DC10 WD 600 2280 45 J18/8M3 J17/8M3 S5/8M3 R2


08751-2








T19-33 1d-001 C VESTIBULE UNIT 1d DC8 WD 4@600 2380 45 J2/8M2 J2/8M2 R5

T19-33 1d-002 D POWDER ROOM UNIT 1d DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S2/8M2 R2

T19-33 1d-004 E KITCHEN UNIT 1d DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 S7/8M2 R9

T19-33 1d-006 F BEDROOM UNIT 1d DC1 WD 820 2340 45 WD J2/8M2 J2/8M2 R5

T19-33 1d-006 G BEDROOM UNIT 1d DC7 WD 3@600 2380 45 J2/8M2 J2/8M2 R5

T19-33 1d-006 H BEDROOM UNIT 1d DC7 WD 3@431 2380 45 J20/8M2 J20/8M2 R5

T19-33 1d-006 I BEDROOM UNIT 1d DC6 WD 2@431 2380 45 J20/8M2 J20/8M2 R5

T19-33 1d-007 J BATH UNIT 1d DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

UNIT 1e MODERN

T19-33 1e-002 B VESTIBULE UNIT 1e DM12 WD 600 2280 45 J16/8M3 J15/8M3 S2/8M3 R2

T19-33 1e-002 C VESTIBULE UNIT 1e DM5 WD 600 2380 45 J16/8M2 J15/8M2 S7/8M2 R2

T19-33 1e-002 D POWDER ROOM UNIT 1e DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T19-33 1e-002 E KITCHEN UNIT 1e DM1 WD 820 2340 45 WD J4/8M2 J3/8M2 S7/8M2 R9

T19-33 1e-002 F READING UNIT 1e DM5 WD 600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19-33 1e-002 G READING UNIT 1e DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19-33 1e-002 H BEDROOM UNIT 1e DM1 WD 820 2340 45 WD J1/8M2 J1/8M2 R3

T19-33 1e-002 I BEDROOM UNIT 1e DM8 WD 4@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T19-33 1e-007 J BATH UNIT 1e DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S7/8M2 R2

UNIT 1e CLASSIC

T19-33 1e-002 B VESTIBULE UNIT 1e DC10 WD 600 2280 45 J17/8M3 J18/8M3 S4/8M3 R5

T19-33 1e-002 C VESTIBULE UNIT 1e DC5 WD 600 2380 45 J2/8M2 J2/8M2 R9

T19-33 1e-002 D POWDER ROOM UNIT 1e DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S2/8M2 R2

T19-33 1e-002 E KITCHEN UNIT 1e DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 S7/8M2 R9

T19-33 1e-002 F READING UNIT 1e DC5 WD 600 2380 45 J2/8M2 J2/8M2 R9

T19-33 1e-002 G READING UNIT 1e DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T19-33 1e-002 H BEDROOM UNIT 1e DC1 WD 820 2340 45 WD J2/8M2 J2/8M2 R3

T19-33 1e-002 I BEDROOM UNIT 1e DC8 WD 4@600 2380 45 J20/8M2 J20/8M2 R5

T19-33 1e-002 J BATH UNIT 1e DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

UNIT 2a MODERN

T19-33 2a-001 B VESTIBULE UNIT 2a DM5 WD 600 2280 45 J15/8M2 J15/8M2 R8

T19-33 2a-001 C VESTIBULE UNIT 2a DM12 WD 600 2280 45 J16/8M3 J15/8M2 S2/8M3 R8

T19-33 2a-002 D POWDER ROOM UNIT 2a DM1 WD 750 2320 45 WD J3/8M2 J3/8M2 S1/8M2 R2

T19-33 2a-005 E KITCHEN UNIT 2a DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R4

T19-33 2a-006 F CORRIDOR UNIT 2a DM2 WD 900 2385 45 WD J5/8M2 J6/8M2 S4/8M2 R3

T19-33 2a-008 G WALK-IN UNIT 2a DM2 WD 820 2380 45 WD J5/8M2 J6/8M2 S4/8M2 R7

T19-33 2a-009 H BATH UNIT 2a DM3 WD 2/655 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R4

T19-33 2a-011 I BEDROOM UNIT 2a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19-33 2a-012 J WALK-IN UNIT 2a DM1 WD 820 2340 45 WD J1/8M2 J1/8M2 R4

T19-33 2a-013 K BATH UNIT 2a DM1 WD 800 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

UNIT 2a CLASSIC


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T19-33 2a-001 B VESTIBULE UNIT 2a DC5 WD 600 2280 45 J2/8M2 J2/8M2 R9

T19-33 2a-001 C VESTIBULE UNIT 2a DC10 WD 600 2280 45 J18/8M3 J17/8M3 S4/8M3 R2

T19-33 2a-002 D POWDER ROOM UNIT 2a DC1 WD 750 2295 45 WD J4/8M2 J4/8M2 S3/8M2 R2

T19-33 2a-005 E KITCHEN UNIT 2a DC1 WD 820 2350 45 WD J1/8M2 J1/8M2 S7/8M2 R9

T19-33 2a-006 F CORRIDOR UNIT 2a DC2 WD 900 2295 45 WD J5/8M2 J5/8M2 R3

T19-33 2a-008 G WALK-IN UNIT 2a DC2 WD 820 2380 45 WD J13/8M2 J12/8M2 R7

T19-33 2a-009 H BATH UNIT 2a DC3 WD 2/655 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R4

T19-33 2a-011 I BEDROOM UNIT 2a DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T19-33 2a-012 J WALK-IN UNIT 2a DC1 WD 820 2340 45 WD J2/8M2 J2/8M2 R9

T19-33 2a-013 K BATH UNIT 2a DC1 WD 800 2295 45 J4/8M2 J4/8M2 S7/8M2 R2

UNIT 2b MODERN

T26-37 2b-001 B VESTIBULE UNIT 2b DM5 WD 600 2280 45 J15/8M2 J15/8M2 S7/8M2 R8

T26-37 2b-001 C VESTIBULE UNIT 2b DM14 WD 3@600 2280 45 J15/8M3 J15/8M3 S2/8M3 R8

T26-37 2b-002 D POWDER ROOM UNIT 2b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T26-37 2b-003 E KITCHEN UNIT 2b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R6

T26-37 2b-004 F LIVING/ DINING UNIT 2b DM6 WD 2@431 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T26-37 2b-005 G READING UNIT 2b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 R6

T26-37 2b-006 H BEDROOM UNIT 2b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T26-37 2b-006 I BEDROOM UNIT 2b DM1 WD 820 2340 45 WD J1/8M2 J3/8M2 R3

T26-37 2b-007 J BATH UNIT 2b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 R2

T26-37 2b-008 K MASTER BEDROOM UNIT 2b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T26-37 2b-008 L MASTER BEDROOM UNIT 2b DM8 WD 4@600 2380 45 J15/8M2 J16/8M2 S7/8M2 R8

T26-37 2b-008 M MASTER BEDROOM UNIT 2b DM7 WD 3@600 2380 45 J15/8M2 J16/8M2 S7/8M2 R8

T26-37 2b-009 N BATH UNIT 2b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 R2

T26-37 2b-010 O WALK-IN UNIT 2b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 R6

UNIT 2b CLASSIC

T26-37 2b-001 B VESTIBULE UNIT 2b DC5 WD 600 2280 45 J20/8M2 J20/8M2 R9

T26-37 2b-001 C VESTIBULE UNIT 2b DC12 WD 3@600 2280 45 J17/8M3 J24/8M3 S3/8M2 R5

T26-37 2b-002 D POWDER ROOM UNIT 2b DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S3/8M2 R2

T26-37 2b-003 E KITCHEN UNIT 2b DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R6

T26-37 2b-004 F LIVING/ DINING UNIT 2b DC6 WD 2@431 2380 45 J20/8M2 J20/8M2 R5

T26-37 2b-005 G READING UNIT 2b DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R6

T26-37 2b-006 H BEDROOM UNIT 2b DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T26-37 2b-006 I BEDROOM UNIT 2b DC1 WD 820 2340 45 WD J2/8M2 J2/8M2 R3

T26-37 2b-007 J BATH UNIT 2b DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

T26-37 2b-008 K MASTER BEDROOM UNIT 2b DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T26-37 2b-008 L MASTER BEDROOM UNIT 2b DC8 WD 4@600 2380 45 J21/8M3 J20/8M2 R5

T26-37 2b-008 M MASTER BEDROOM UNIT 2b DC7 WD 3@600 2380 45 J21/8M3 J20/8M2 R5

T26-37 2b-009 N BATH UNIT 2b DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

T26-37 2b-010 O WALK-IN UNIT 2b DC1 WD 820 2295 45 WD J3/8M2 J3/8M2 R6

UNIT 2c MODERN

T20-37 2c-001 C VESTIBULE UNIT 2c DM5 WD 600 2280 45 J15/8M2 J16/8M2 S7/8M2 R8


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T20-37 2c-002 D POWDER ROOM UNIT 2c DM2 WD 820 2320 45 J11/8M2 J10/8M2 S4/8M2 R7

T20-37 2c-005 E KITCHEN UNIT 2c DM1 WD 820 2340 45 WD J3/8M3 J3/8M2 S7/8M2 R9

T20-37 2c-006 F CORRIDOR UNIT 2c DM2 WD 900 2320 45 WD J5/8M2 J6/8M2 S4/8M2 R3

T20-37 2c-008 G WALK-IN UNIT 2c DM2 WD 820 2380 45 WD J5/8M2 J5/8M2 R7

T20-37 2c-009 H BATH UNIT 2c DM3 WD 2/655 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R4

T20-37 2c-010 I VESTIBULE UNIT 2c DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T20-37 2c-011 J READING UNIT 2c DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T20-37 2c-012 K BEDROOM UNIT 2c DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T20-37 2c-012 L BEDROOM UNIT 2c DM7 WD 3@431 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-37 2c-012 M BEDROOM UNIT 2c DM6 WD 2@600 2380 45 J16/8M2 J16/8M2 S7/8M2 R8

T20-37 2c-013 N BATH UNIT 2c DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

UNIT 2c CLASSIC

T20-37 2c-001 C VESTIBULE UNIT 2c DC5 WD 600 2280 45 J20/8M2 J2/8M2 R5

T20-37 2c-002 D POWDER ROOM UNIT 2c DC2 WD 820 2295 45 WD J13/8M2 J12/8M2 S4/8M2 R7

T20-37 2c-005 E KITCHEN UNIT 2c DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 S7/8M2 R9

T20-37 2c-006 F CORRIDOR UNIT 2c DC2 WD 900 2295 45 WD J5/8M2 J5/8M2 R3

T20-37 2c-008 G WALK-IN UNIT 2c DC2 WD 820 2340 45 WD J13/8M2 J12/8M2 R7

T20-37 2c-009 H BATH UNIT 2c DC3 WD 2/655 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R4

T20-37 2c-010 I VESTIBULE UNIT 2c DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R6

T20-37 2c-011 J READING UNIT 2c DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R6

T20-37 2c-012 K BEDROOM UNIT 2c DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T20-37 2c-012 L BEDROOM UNIT 2c DC7 WD 3@431 2380 45 J20/8M3 J20/8M3 R5

T20-37 2c-012 M BEDROOM UNIT 2c DC6 WD 2@600 2380 45 J18/8M2 J18/8M2 R5

T20-37 2c-013 N BATH UNIT 2c DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

UNIT 3a MODERN

T20-37 3a-001 C VESTIBULE UNIT 3a DM1 WD 900 2320 45 WD J15/8M2 J16/8M2 S7/8M2 R6

T20-37 3a-002 D POWDER ROOM UNIT 3a DM2 WD 820 2340 45 WD J11/8M2 J10/8M2 S4/8M2 R7

T20-37 3a-005 E KITCHEN UNIT 3a DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 S7/8M2 R9

T20-37 3a-006 F CORRIDOR UNIT 3a DM1 WD 900 2320 45 WD J1/8M2 J3/8M2 S7/8M2 R5

T20-37 3a-007 G BATH UNIT 3a DM3 WD 2/655 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R4

T20-37 3a-008 H WALK-IN UNIT 3a DM2 WD 820 2340 45 WD J5/8M2 J6/8M2 R7

T20-37 3a-010 I CORRIDOR UNIT 3a DM1 WD 820 2340 45 WD J1/8M2 J1/8M2 R9

T20-37 3a-010 J CORRIDOR UNIT 3a DM6 WD 2@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-37 3a-011 K BEDROOM UNIT 3a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T20-37 3a-011 L BEDROOM UNIT 3a DM7 WD 3@600 2380 45 J15/8M2 J15/8M2 S7/8M2 R8

T20-37 3a-012 M BATH UNIT 3a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T20-37 3a-013 N BEDROOM UNIT 3a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T20-37 3a-013 O BEDROOM UNIT 3a DM8 WD 4@600 2380 45 J16/8M2 J15/8M2 S7/8M2 R8

T20-37 3a-001 P BATH UNIT 3a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T20-37 3a-001 Q UTILITY UNIT 3a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R6

T20-37 3a-001 R BATH UNIT 3a DM2 WD 820 2320 45 J10/8M2 J11/8M2 S4/8M2 R7

UNIT 3a CLASSIC


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T20-37 3a-001 C VESTIBULE UNIT 3a DC1 WD 900 2295 45 WD J2/8M2 J2/8M2 R6

T20-37 3a-002 D POWDER ROOM UNIT 3a DC2 WD 820 2340 45 WD J13/8M2 J12/8M2 S4/8M2 R7

T20-37 3a-005 E KITCHEN UNIT 3a DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 S7/8M2 R9

T20-37 3a-006 F CORRIDOR UNIT 3a DC2 WD 900 2295 45 WD J5/8M2 J5/8M2 R3

T20-37 3a-007 G BATH UNIT 3a DC3 WD 2/655 2295 45 WD J12/8M2 J12/8M2 R4

T20-37 3a-008 H WALK-IN UNIT 3a DC2 WD 820 2340 45 WD J13/8M2 J12/8M2 S4/8M2 R7

T20-37 3a-010 I CORRIDOR UNIT 3a DC1 WD 820 2340 45 WD J1/8M2 J1/8M2 R9

T20-37 3a-010 J CORRIDOR UNIT 3a DC6 WD 2@600 2380 45 J20/8M2 J20/8M2 R5

T20-37 3a-011 K BEDROOM UNIT 3a DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T20-37 3a-011 L BEDROOM UNIT 3a DC7 WD 3@600 2380 45 J20/8M2 J20/8M2 R5

T20-37 3a-012 M BATH UNIT 3a DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S7/8M2 R2

T20-37 3a-013 N BEDROOM UNIT 3a DC1 WD 820 2295 45 WD J2/8M2 J2/8M2 R5

T20-37 3a-013 O BEDROOM UNIT 3a DC8 WD 4@600 2380 45 J20/8M2 J18/8M2 R5

T20-37 3a-001 P BATH UNIT 3a DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S3/8M2 R2

T20-37 3a-001 Q UTILITY UNIT 3a DC1 WD 820 2295 45 WD J4/8M2 J4/8M2 S3/8M2 R6

T20-37 3a-001 R BATH UNIT 3a DC2 WD 820 2295 45 WD J10/8M2 J11/8M2 R7

UNIT 4a MODERN

T19 4a-003 D KITCHEN UNIT 4a DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R6

T19 4a-005 E TV ROOM UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T19 4a-007 F CORRIDOR UNIT 4a DM1 WD 820 2340 45 WD J3/8M2 J3/8M2 R2

T19 4a-003 G KITCHEN UNIT 4a DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R6

T19 4a-010 H POWDER ROOM UNIT 4a DM1 WD 820 2320 45 WD J3/8M3 J3/8M2 S7/8M2 R2

T19 4a-009 I BEDROOM UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19 4a-009 J BEDROOM UNIT 4a DM5 WD 600 2280 45 J16/8M2 J15/8M3 S7/8M2 R8

T19 4a-010 K BATH UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T19 4a-011 L CORRIDOR UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T19 4a-011 M CORRIDOR UNIT 4a DM6 WD 2@431 2340 45 J15/8M3 J15/8M3 S7/8M2 R8

T19 4a-012 N BEDROOM UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19 4a-012 O BEDROOM UNIT 4a DM7 WD 3@600 2380 45 J15/8M3 J15/8M3 S7/8M2 R8

T19 4a-013 P BATH UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T19 4a-014 Q BEDROOM UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T19 4a-014 R BEDROOM UNIT 4a DM8 WD 4@600 2380 45 J15/8M3 J15/8M3 S7/8M2 R8

T19 4a-015 S BATH UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T19 4a-017 T UTILITY UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R6

T19 4a-018 U BATH UNIT 4a DM1 WD 820 2320 45 WD J10/8M2 J11/8M2 R7

T19 4a-019 V CORRIDOR UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T19 4a-020 W READING UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T19 4a-021 X MASTER BEDROOM UNIT 4a DM1 WD 820 2320 45 WD J15/8M3 J5/8M2 R5

T19 4a-021 Y MASTER BEDROOM UNIT 4a DM8 WD 4@600 2380 45 J15/8M3 J15/8M3 S7/8M2 R8

T19 4a-021 Z MASTER BEDROOM UNIT 4a DM6 WD 2@600 2380 45 J16/8M2 J16/8M2 S7/8M2 R8

T19 4a-022 AA BATH UNIT 4a DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 R2

T19 4a-023 BB WALK-IN UNIT 4a DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6


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UNIT 4b MODERN

T19 4b-004a D KITCHEN UNIT 4b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R6

T26/34 4b-005 E TV ROOM UNIT 4b DM1 WD 820 2340 45 WD J1/8M2 J1/8M2 R6

T19 4b-004a F KITCHEN UNIT 4b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R6

T26/34 4b-007 G CORRIDOR UNIT 4b DM16 WD 2@820 2340 45 WD J3/8M2 J3/8M2 R4

T26/34 4b-008 H POWDER ROOM UNIT 4b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

T26/34 4b-009 I BEDROOM UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T26/34 4b-009 J BEDROOM UNIT 4b DM6 WD 2@600 2380 45 J15/8M3 J16/8M2 S7/8M2 R8

T26/34 4b-010 K BATH UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T26/34 4b-012 L BEDROOM UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T26/34 4b-012 M BEDROOM UNIT 4b DM6 WD 2@431 2280 45 J15/8M2 J15/8M2 R8

T26/34 4b-013 N BATH UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2

T26/34 4b-014 O BEDROOM UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R5

T26/34 4b-014 P BEDROOM UNIT 4b DM9 WD 5@431 2280 45 R8

T26/34 4b-015 Q BATH UNIT 4b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

T26/34 4b-016 R VESTIBULE UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 R6

T26/34 4b-018 S BATH UNIT 4b DM1 WD 820 2320 45 WD J3/8M2 J3/8M2 S7/8M2 R2

T26/34 4b-019 T MASTER BEDROOM UNIT 4b DM16 WD 2@820 2320 45 WD J1/8M2 J1/8M2 R8

T26/34 4b-019 U MASTER BEDROOM UNIT 4b DM8 WD 4@600 2380 45 R8

T26/34 4b-019 V MASTER BEDROOM UNIT 4b DM9 WD 5@600 2380 45 R8

T26/34 4b-019 W MASTER BEDROOM UNIT 4b DM6 WD 2@600 2380 45 R8

T26/34 4b-020 X BATH UNIT 4b DM1 WD 820 2320 45 WD J1/8M2 J1/8M2 S1/8M2 R2


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proper and timely completion of the Work. Do not proceed until unsatisfactoryconditions have been corrected.

3.2 INSTALLATION OF UNIT MASONRY

A. General Requirements: Provide unit masonry construction in accordance with thereferenced standards and the manufacturers’ recommendations for conditions of eachparticular application, except where more stringent requirements are shown orspecified.

1. Concrete Masonry: BS 8000, Part 3.

B. Construction Tolerances: Do not exceed 1/1000 variation from plumb or level in anydirection.

C. Masonry Mortar: Prepare the mixes in quantities which are usable before initial setoccurs, but not more than 45 minutes before delivery to points of use. Do not retempernor use partially set mixes. Remove mortar which dries or begins to set before masonryis installed. Provide the following mortar types, unless otherwise noted.

1. Type “i” Mortar: Use for masonry lintels, masonry in earth exposure, and allreinforced masonry.

2. Type “ii” Mortar: Use for unreinforced interior masonry walls.

D. Laying of Masonry Units: Clean the surfaces before installation to remove dirt, dust,debris, loose material, and other foreign matter detrimental to proper bonding. Buildmasonry walls to the thickness indicated, plumb and true, courses level and accuratelyspaced, and coordinated with other Work. Construct chases and recesses as indicatedand as required to accommodate the Work of other trades. Place masonry units in a fullbed of mortar, completely filling both horizontal and vertical joints as masonry is laid,and do not leave voids between adjoining masonry units or against other Work. Usefull−size masonry units without cutting, wherever possible. Do not use less thanhalf−size units at corners or jambs, and avoid using at other locations. Do not usemasonry units which are warped, cracked, broken, chipped or otherwise defective.

1. Wetting of Concrete Masonry Units: Not permitted.

2. Cutting: Use a power saw to cut masonry units in required shapes with cleansharp corners and neatly fit adjoining Work.

3. Multi−Wythe Cavity Walls: Clean the cavity areas between wythes andmaintain free from mortar droppings or other debris.

4. Solid Multi−Wythe Walls: Parge the back−up masonry with mortar while layingface units, completely filling solid between the wythes.

5. Unfinished Work: Step back unfinished walls to allow for joining with newWork, and leave stepped−back openings in walls where required to accommodateequipment that shall be installed at later date. Toothing not permitted.

6. External Corner Treatment: Provide bullnose concrete masonry units at allexterior corners.

E. Bond Pattern and Jointing: Construct masonry walls with running bond pattern, andtool exposed joints slightly concave, unless otherwise noted. Maintain uniform joint



widths except for minor variations to maintain bond alignment. Strike mortar jointsflush as the Work progresses and maintain flush joints where masonry shall beconcealed or covered with other materials.

F. Control Joints: Provide continuous vertical open joint in masonry wall construction forinsertion of joint filler material. Provide control joints in accordance with the referencedstandards and at the following locations, unless otherwise noted.

1. At maximum 6 m spacing in same plane of wall.

2. Where joints occur in construction supporting the masonry wall.

3. Where masonry wall abuts dissimilar construction or a structural element such asa column.

4. At one jamb for major openings less than 1800 mm wide and at both jambs forwider openings.

5. Where a change occurs in masonry wall height or thickness, and at chases andrecesses in the masonry wall.

G. Horizontal Joint Reinforcement: Reinforce joints in every masonry wall, unlessotherwise explicitly noted. Space reinforcement 400 mm o.c. for exterior walls. Spacereinforcement 600 mm o.c. for interior walls. Lap reinforcement not less than 150 mmat ends. Place reinforcement to obtain minimum 15 mm mortar cover at side rods. Atopenings more than 300 mm wide, provide horizontal joint reinforcementapproximately 200 mm apart in 2 bed joints immediately above the lintel and in 2 bedjoints immediately below the sill, extending a minimum of 600 mm beyond the openingand bridging any control joints. Do not bridge reinforcement across control andexpansion joints, except at wall openings.

H. Anchors: Anchor masonry 600 mm o.c. to abutting structural members. Provideanchors at ends and along top of walls.

I. Precast Concrete Lintels: Provide precast concrete lintels for wall openings greaterthan 300 mm wide, unless structural steel or other supporting lintels are indicated.

J. Miscellaneous Masonry Items: Install structural steel lintels and supports for unitmasonry as indicated and as specified in Section 05500, METAL FABRICATIONS.Build sleeves, frames, or other miscellaneous metal items into masonry, and fill solidlyaround each built−in item as Work progresses.

1. Fill hollow metal frames solid with mortar or grout when building into masonrywalls.

K. Flashing: Install flashing in masonry construction as indicated and as specified inSection 07620, SHEET METAL FLASHING AND TRIM. Protect flashing fromdamage during construction.

L. Grouting of Masonry Walls: Secure the reinforcing in proper location, and clean thecore spaces to remove dirt, droppings, loose pieces, or other foreign matter. Do not groutuntil masonry has sufficient strength to resist displacement and damage. Grout betweentop of nonbearing walls and the structure above after dead load and deflection



approximate the final condition. Limit grout pours to sections which can be completedin 1 working day. Use fine grout mix to fill spaces having minimum horizontaldimension less than 50 mm, and coarse grout for larger spaces. Place and consolidateeach grout pour in a continuous manner. Place each pour in lifts not to exceed 1220 mmin height. Allow not less than 30 minutes, nor more than 1 hour, between lifts. Alloweach pour to cure before covering with another pour.

1. Low−Lift Grouting Method: Lay the wall section up to an elevation that limitsthe grout pour to not exceed 1220 mm in height. Extend vertical reinforcing asnecessary for subsequent splicing with next section above. Stop the grout pour37 mm below the top of wall as necessary for bonding with next pour.

2. High−Lift Grouting Method: Lay the wall up to story height, provide cleanoutholes in base course, and close the holes after cleaning. Brace the wall as requiredto resist grout pressures. Limit each grout pour to not exceed 3050 mm in height.

3.3 EMPLOYER’S MONITORING ACTIVITIES

A. Employer’s Testing Agency: A testing agency, engaged at the Employer’s expense,will perform the following activities to monitor the Contractor’s Quality ControlProgram. The monitoring activities are at the Employer’s discretion and in no wayrelieve the Contractor of sole responsibility for maintaining the Quality ControlProgram.

B. Testing for Reinforced Masonry: Determine the quality of mortar, grout, and masonryconstruction. Conduct tests at the start of the Work, using materials and mixes sampledat project site.

1. Mortar Strength: Test in accordance with BS 4551 to verify compliance withspecified compressive strength requirements. Also determine the water contentand air content of the mortar. Make 3 sets of 50 mm three−compartment cubemolds from a single sampling of each type mortar used. Conduct compressivestrength tests on 1 set at 7 days and 2 sets at 28 days.

2. Grout Strength: Test to determine compliance with specified compressivestrength requirements. Make 2 sets of 3 specimens from a single sampling of eachtype grout used. Conduct compressive strength tests on 1 set at 7 days and 1 setat 28 days.

3.4 ADJUSTING

A. Pointing: During the completion of masonry installation, enlarge voids or holes in themortar joints, then completely fill with mortar and properly tool to obtain a uniform neatappearance.

3.5 CLEANING

A. Upon completion of the Work, clean the exposed masonry surfaces to remove dirt,stains, and other blemishes. Comply with recommendations of NCMA “TEK Note 45,Removal of Stains from Concrete Masonry Walls”. Protect adjoining Work.

3.6 PROTECTION

A. Protect the masonry Work from deterioration, discoloration or damage duringconstruction and until after acceptance by Employer. Protect partially completed



masonry Work against damage from weather by means of a waterproof, non−stainingcovering and secure in place. Extend the covering at least 600 mm down both sides ofwalls.

END OF SECTION