QUEENSBOROUGH COMMUNITY CENTRE EXPANSION · plumbing: p-1 site plan plumbing p-2 foundation plan...

GENERAL NOTES

1. All labour, materials, and products to comply with the requirements of the British Columbia Building Code 2006 edition (BCBC), the British Columbia Fire Code 2006, and all other applicable codes, standards and by-laws.

PROJECT TEAM

ARCHITECTURAL:

Urban Arts Architecture#401-134 Abbott StreetVancouver, BC V6B 2K4604.683.5060

Project Architect: Jennifer Marshall

STRUCTURAL:

Bush, Bohlman & Partners#1550-1500 West Georgia StreetVancouver BC, V6G 2Z6604.688.9861

Contacts: Andrew W. Metten Justine O'Sullivan

MECHANICAL:

MMM Group#700-1045 Howe StreetVancouver, BC V6Z 2A9604.685.9381

Contacts: Greg Lee Frank Feng

ELECTRICAL:

Acumen Engineering#650-2700 Production WayBurnaby, BC, V5A 4X1604.676.9545

Contact: Rob McCourt

GEOTECHNICAL:

exp.Services Inc.7025 Greenwood StreetBurnaby, BC V5A 1X7604.874.1245

Contact: Kai-Sing Hui

CIVIL:

exp. Services Inc.7025 Greenwood StreetBurnaby, BC V5A 1X7604.874.1245

Contact: Peter Yan

LANDSCAPE ARCHITECT:

Richard Findlay Landscape Architect#100-1450 Creekside Dr.Vancouver, BC V6J 5B3604.730.7407

Contact: Richard Findlay

QUEENSBOROUGH COMMUNITY CENTRE EXPANSION

LIST OF DRAWINGS

ARCHITECTURAL:

A.001 LIST OF DRAWINGS, PROJECT TEAM, + GENERAL NOTESA.101.1 SITE PLAN- LANDSCAPEA.101.2 SITE PLAN- WORK ZONEA.103 GROUND FLOOR DEMOLITION PLANA.104 ROOF DEMOLITION PLANA.200 ASSEMBLIESA.201 GROUND FLOOR PLAN A.201.1 GROUND FLOOR PLAN DETAIL - LIBRARYA.201.2 GROUND FLOOR PLAN DETAIL - ADMIN + MULTI-PURPOSEA.201.3 GROUND FLOOR PLAN DETAIL - CHILDCAREA.202 SECOND FLOOR PLAN A.202.1 SECOND FLOOR PLAN DETAIL - FITNESSA.203 ROOF PLANA.204 GROUND FLOOR REFLECTED CEILING PLANA.205 SECOND FLOOR REFLECTED CEILING PLAN

A.301 EXTERIOR ELEVATIONS A.301.1 DETAILED EXTERIOR ELEVATIONSA.301.2 DETAILED EXTERIOR ELEVATIONSA.401 BUILDING SECTIONS A.402 BUILDING SECTIONS

A.501 WALL SECTIONS - ATRIUM + MULTI-PURPOSEA.502 WALL SECTIONS - ATRIUM SKYLIGHT + FITNESSA.503 WALL SECTIONS - ENTRY + LIBRARYA.504 WALL SECTIONS - CHILDCARE + EQUIPMENT STORAGEA.505 WALL SECTIONS - MULTI-PURPOSE + FITNESS ROOMA.506 WALL SECTIONS - VESTIBULE 1 + ATRIUMA.507 WALL SECTIONS - EXIT STAIR + FITNESS TERRACEA.508 WALL SECTIONS - LIBRARY + ATRIUM ROOFA.509 WALL SECTIONS - FRONT ENTRY + CANOPYA.510 WALL SECTIONS - ELEVATOR + ATRIUM BRIDGE

A.515 DETAILS ELEVATIONS - EXIT STAIR 1A.516 DETAILS ELEVATIONS - EXIT STAIR 2

A.601 DOOR SCHEDULE + DETAILSA.602 ALUM. STOREFRONTS + PRESSED STEEL SCHEDULEA.603 ALUM. CURTAIN WALLS AND WINDOW SCHEDULE

A.610 TYPICAL PLAN + SECTION DETAILSA.611 PLAN + SECTION DETAILSA.612 PLAN + SECTION DETAILSA.613 PLAN + SECTION DETAILS - WATER FEATURE + COLUMNSA.614 PLAN + SECTION DETAILS - FIRE SEPARATIONS

FIRE PROTECTION:

FP-1 GROUND FLOOR SPRINKLER MAINFP-2 SECOND FLOOR SPRINKLER MAIN

PLUMBING:

P-1 SITE PLAN PLUMBINGP-2 FOUNDATION PLAN PLUMBINGP-3 GROUND FLOOR PLAN PLUMBINGP-4 SECOND FLOOR PLAN PLUMBINGP-5 ROOF FLOOR PLAN PLUMBINGP-6 SCHEMATIC/DETAILS PLUMBINGP-7 DETAILS PLUMBINGP-8 EQUIPMENT SCHEDULES PLUMBING

MECHANICAL:

M-1 GROUND FLOOR PLAN HVACM-2 SECOND FLOOR PLAN HVACM-3 GROUND FLOOR PLAN HVAC - PIPINGM-4 ROOF PLAN HVACM-5 MECHANICAL ROOM LAYOUT HVACM-6 MECHANICAL EQUIPMENT SCHEDULESM-7 DETAILS 1M-8 DETAILS 2

CIVIL:

1 OF 2 EROSION + SEDIMENT CONTROL PLAN2 OF 2 EROSION + SEDIMENT CONTROL DETAILS

GEOTECHNICAL:

PL 01 WORKING SURFACE AND PRELOAD PLAN (FOR REFERENCE ONLY)

PL02 FILL/PRELOAD SECTIONS AND NOTES (FOR REFERENCE ONLY)

MVS-01 METHANE VENTING SYSTEM PLAN + DETAILS

STRUCTURAL:

S-1.00 GENERAL NOTESS-1.01 TYPICAL DETAILS SHEET 1S-1.02 TYPICAL DETAILS SHEET 2

S-2.00A PILING PLANS-2.01 FOUNDATION / MAIN FLOOR PLANS-2.02 SECOND FLOOR PLANS-2.03 ROOF PLAN

S-3.00 FOUNDATON SECTIONS & DETAILS SHEET 1S-3.01 FOUNDATION SECTIONS & DETAILS SHEET 2S-3.02 FOUNDATION SECTIONS & DETAILS SHEET 3S-3.10 SECOND FLOOR SECTIONS & DETAILS SHEET 1S-3.11 SECOND FLOOR SECTIONS & DETAILS SHEET 2S-3.12 SECOND FLOOR SECTIONS & DETAILS SHEET 3S-3.13 SECOND FLOOR SECTIONS & DETAILS SHEET 4S-3.14 SECOND FLOOR SECTIONS & DETAILS SHEET 5S-3.15 SECOND FLOOR SECTIONS & DETAILS SHEET 6S-3.20 ROOF SECTIONS & DETAILS SHEET 1S-3.21 ROOF SECTIONS & DETAILS SHEET 2

S-4.00 BRACE BAY ELEVATIONSS-4.01 BRACE BAY DETAILS SHEET 1S-4.02 BRACE BAY DETAILS SHEET 2S-5.00 ELEVATOR PLAN, SECTIONS & DETAILS

ELECTRICAL:

E 1.00 SITE PLANE 1.10 DEMOLITION PLANSE 1.20 SINGLE LINE DIAGRAM E 1.30 EXISTING PANEL DIRECTORIESE 1.40 NEW PANEL DIRECTORIESE 2.00 GROUND LIGHTING PLANE 2.10 SECOND FLOOR LIGHTING PLANE 2.20 ASHRA 90.1 CALCULATION E 3.00 GROUND FLOOR POWER PLANE 3.10 SECOND FLOOR POWER PLANE 4.00 GROUND FLOOR LOW TENSION PLANE 4.10 SECOND FLOOR LOW VOLTAGE PLANER.E.1.00GROUND FLOOR PLAN - ENVELOPE REMEDIATIONER.E.1.10ROOF PLAN - ENVELOPE REMEDIATION

ARCHITECTURAL CONTINUED:

A.701 INTERIOR ELEVATIONS - ATRIUM + LOBBYA.701.1 COMMUNITY LIVING ROOM + VESTIBLUE 4A.702 INTERIOR ELEVATIONS - LIBRARYA.703 INTERIOR ELEVATIONS - ADMINISTRATIONA.704 INTERIOR ELEVATIONS - MULTI-PURPOSEA.705 INTERIOR ELEVATIONS - CHILDCAREA.706 INTERIOR ELEVATIONS - FITNESSA.707 INTERIOR ELEVATIONS - WASHROOMS

A.801 MILLWORK - ATRIUM BENCH + VANITIESA.802 MILLWORK - LIBRARYA.803 MILLWORK - RECEPTIONA.804 MILLWORK - ADMINISTRATIONA.805 MILLWORK - COMMUNITY KITCHENA.806 MILLWORK - CHILDCAREA.807 MILLWORK - FITNESS + JANITOR

ENVELOPE REMEDIATION:

ER.0.00 COVER SHEETER.1.01 GROUND FLOOR PLANER.1.02 ROOF PLANER.2.01 BUILDING ELEVATIONSER.3.01 WINDOW AND DOOR SCHEDULEER.4.01 ASSEMBLY SCHEDULES AND DETAIL DRAWINGSER.4.02 DETAIL DRAWINGSER.4.03 DETAIL DRAWINGSER.4.04 DETAIL DRAWINGSER.4.05 DETAIL DRAWINGS

CERTIFIED SITE + BUILDING SURVEYTO BE PROVIDED PRIOR TO CLOSE OF TENDERCONFIRMING AS-BUILT CONDITIONS

PROJECT DATA

ADDRESS: 920 Ewen Avenue, New Westminster, BC

LEGAL DESCRIPTION: Lot 96, Plan 53431, District Lot 757Group Plan 1, New Westminster District

BUILDING AREA: EXISTING 14,608 ftDEMOLISHED - 800 ftADDITION 13,412 ftTOTAL PROPOSED 27,220 ft

2

2

2

2

COMMISSIONING AGENT:

CES Engineering Ltd#220-4211 KingswayBurnaby, BC V5H 1Z6604.788.8561

Contact: Rudy Sawatzky

BUILDING CODE CONSULTANT:

LMDG Building Code Consultants Ltd.400-780 Beatty StVancouver, BC V6B 2M1604.682.7146

Contact: Emmanuel Domingo

ENVELOPE REMEDIATION:

RDH Building Engineering Ltd.224 West 8th AvenueVancouver, BCV5Y 1N5604.873.1181

Contact: Paul Kernan

HAZARDOUS MATERIALS:

Astech Consultants Ltd. #101-Bldg C-17802-66th AveCloverdale,BC V3S 7X1604.575.1122

COMMUNITY

A.001

DRAWING LISTPROJECT TEAM +

QUEENSBOROUGH

GENERAL NOTES

ISSUED

CENTRE

401 - 134 Abbott Street Vancouver, BC, Canada. V6B 2K4 t: 604-683-5060e: [email protected]

SEAL:

NOTES:

This drawing is the property of Urban Arts Architecture and may not be reproduced without their permission and unless the reproduction carries their name. All designs and all other information shown on this drawing are for use on the specified project only and shall not be used otherwise without written permission of this office.

The Contractor shall check and verify all dimensions and report any discrepancies before proceeding.

Do not scale drawings.

Issued For Tender08.09.2011Addendum #1REV 1116.09.2011

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FOLD

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PART

ITIO

N

OFFICE

STOR.

SENIORSSTORAGE

OFFICESTORAGE

LOBBY

EXISTINGELEC. PANEL

CROWS NESTROOM

WOMEN'S CHANGEROOM

GYMSTORAGE

FHW

JANITORIALROOM

STORAGE

STORAGE

GYM

DECK

OFFICEOFFICE

TELEPHONE ROOM

PANTRY STORAGE

STORAGE

UP

PORT ROOM

KITCHEN

UTILITY ROOM

MEN'S LOCKERROOM

MEETINGROOM

ROYAL ROOM

MAINENTRY

BACKENTRY

EXISTINGROLL DOWNDOOR

EXERCISEROOM

C

D1

E F GA

2 3

4 5

6 7

8 9

1

13A

13B

E1

C1

7X

BxB D Dx H

0,0 referenceEXTERIOR WALLS, PARTITIONS AND DOORS TO BE REMOVED

GENERAL NOTES

NOTE: GRIDLINES 1 AND F ARE TO FACE OF EXISTING SHEATHING AND EDGE OF SLAB

7'-7"

LEGEND

EXISTING SLAB TO REMAIN

REMOVE TEMPORARY WALL AND HOARDING

6'-0"

REMOVE TEMPORARY INFILL WALLS

REMOVE INTERIOR GWB AND WOOD CLADDING ON WALLS (REFER TO ASBESTOS ABATEMENT PLAN)

REMOVE CLADDING + SHEATHING

RETAIN STRUCTURAL COLUMNS

REMOVE EXISTING DOORS AND FRAME

EXISTING GLULAM BEAMS TO REMAIN - SEE STRUCTURAL

RETAIN STRUCTURAL COLUMNS AS PER STRUCTURAL DRAWINGS

AREA OF EXISTING PILES - SEE STRUCTURAL + SURVEY

TEMPORARY INFILL WALLS/NEW HOARDING

NEW TEMPORARY WALL AND HOARDING

REMOVE EXISTING DOORS AND FRAME

VESTIBULE 4

EXTERIOR MILLWORK TO BE REMOVED

EXTERIOR CLADDING TO BE REMOVED

REMOVE CLADDING

FLOORING FINISHES TO BE REMOVED

REMOVE INTERIOR FINISHES- GWB + WOOD CLADDING

REMOVE CEILINGS(REFER TO ASBESTOSABATEMENT PROCEDURES)

REMOVE EXISTINGDOOR + FRAME

FLOOR FINISHES TO BE REMOVED

REMOVE CEILINGEXTENT TO FACILIATE

ROOF DRAIN REVISIONWORK

SEPARATE PRICE #2SE

PAR

ATE

PRIC

E #2

REMOVE EXISTINGDOOR + FRAME

SEPARATE PRICE #3

REMOVE EXTERIORWOOD CLADDING

REMOVE EXISTINGGLAZED DOOR AND

FRAME

SENIORSSTORAGE

EXISTINGELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS FOR RELOCATION DETAILS

REMOVE WINDOW

REMOVE WINDOWS

5'-8" 6'-4" 6'-8" 6'-4"

REMOVE SECTIONS OF WALL TO CREATE NEW OPENINGS - SEE STRUCTURAL

1.

2.

3.

4.

5.

6.

SEE ELECTRICAL DRAWINGS FOR PANEL REMOVAL/RELOCATION AND OTHER ELEC. DEMOLITION

PROVIDE WELL-SECURED, WATERPROOF SHEETING (TARP) AND FLASHING OVER EXPOSED SECTIONS OF BUILDING

NON-HAZARDOUS DEMOLITION AND CONSTRUCTION DEBRIS TO BE SORTED, RECYCLED AND/OR SALVAGED IN ACCORDANCE WITH PROJECT WASTE MANAGEMENT PLAN TO DIVERT MINIMUM 75% OF MATERIALS FROM LANDFILL

ALL WORK TO CONFORM TO THE PROJECT'S INDOOR AIR QUALITY MANAGEMENT PLAN. SEE SPECIFICATION

REMOVE NTERIOR FINISHES FROM CONSTRUCTION AREA AS INDICATED

SEE MECH/PLUMBING DRAWINGS FOR RELOCATION OF STORM PIPE AND OTHER PLUMBING DEMOLITION ITEMS

RETAIN WALL FRAMING

7 REFER TO HAZARDOUS MATERIAL ABATEMENT SPECIFICATION SECTION 02 82 13 FOR LOCATIONS OF ANY KNOWN ASBESTOS. FOLLOW PROCEDURES FOR SAFE REMOVAL.

8 COMPLY WITH INDOOR AIR QUALITY MANAGEMENT PLAN AS PER CAGBC LEED 2009.

EXISTING TEMPORARY WALL AND ACCESS DOOR TO REMAIN

21'-7"

9 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE BUILDING ENVELOPE THROUGHOUT CONSTRUCTION TO PREVENT ANY MOISTURE INGRESS

SEPARATE PRICE #3

REMOVE EXISTING GLAZED DOORS, SIDELIGHTS AND FRAME

SEPARATE PRICE #1

REMOVE EXISTINGGLAZED DOORS + SIDELITE

OUTLINE OF EXPANSION

10 SEPARATE PRICE #1-REMOVE FLOORING AND BASE-REMOVE LIGHT FIXTURES ( SEE ELECTRICAL DRAWINGS)-ASBESTOS ABATEMENT REQUIRED FOR BASE REMOVAL

11 SEPARATE PRICE #2-REMOVE FLOORING AND BASE-REMOVE DOORS AND FRAMES TO ROYAL ROOM VESTIBULE #114-REMOVE WALL TILE -REMOVE DOORS AND FRAME D 112.1-REMOVE TOILET PARTITIONS VANITIES AND PLUMBINGFIXTURES

AND MIRRORS -ABESTOS ABATEMENT REQUIRED FOR BASE WALL TILE AND FRAME REMOVAL

12 SEPARATE PRICE #3-REMOVE FLOOR FINISH, BASE AND WALL TILE

ROYAL VESTIBULE #114

PROJECT NORTH

NORTH

GROUND FLOOR DEMOLITION PLANScale 1/8"=1'-0"

1

COMMUNITY CENTRE

A.103

Date

QUEENSBOROUGH

Note

GROUNDFLOOR DEMOLITION PLAN

ISSUED

EXPANSION

#401 - 134 Abbott Street, Vancouver, BC, V6B 2K4t: 604-683-5060 e: [email protected]

SEAL:

NOTES:




Issued For Tender08.09.2011Addendum #1REV 1116.09.2011

1

1

1

1

1

1

1

W1 TYPICAL EXTERIOR FRAME WALL ASSEMBLY

Stained Cedar Siding(CS), Fibre Cement Panel (FCP) or Steel Panel Cladding (SP)on1 x 3 preserved wood vertical furring strips @ 16"o.cscrewed through insulation to sheathing on2” R:8 mineral wool insulation on Air barrier on1/2” plywood sheathing on2 x 6 wood studs @ 16” oc c/w R:20 batt insulation on6 mil poly vapour barrier on5/8” GWB - painted.

NOTES: 1. See Architectural Elevations for locations of various cladding treatments2. Walls at all Brace Bays to be steel stud (See

Structural )

EXTERIOR WALL ASSEMBLIES: FLOOR ASSEMBLIES:

COMMUNITY

A.200

ASSEMBLIES +SCHEDULES

QUEENSBOROUGH

ISSUED

CENTRE


SEAL:

NOTES:




INTERIOR WALL ASSEMBLIES:

W3 EXTERIOR PARAPET WALL ASSEMBLY

Stained Cedar siding, both sides on1x3 preserved wood vertical furring strips onAir barrier on1/2” plywood sheathing on 2 x 4 wood studs @ 16” oc with Batt Insulation

P1 INTERIOR WALLS - UNINSULATED:

5/8” GWB both sides on 2 x 4, unless otherwise noted wood studs, @ 16” o.c.

P2 INSULATED INTERIOR WALL (Generally):

5/8” GWB both sides - painted on2 x 4 or 2 x 6 wood studs @ 16” o.c. withAcoustic batt insulation to fill stud cavity

NOTES: 1. Wall assembly to run to u/s of structure2. Stud wall size 2x6 unless otherwise noted in plans3. 0 HR FRR @ Janitor rooms4. Walls at brace bays to be steel stud (See Structural )

P3 3/4 HR + 1 HR FRR INTERIOR WALLS:ULC Design W309 - 1 hour fire-resistance rating.

5/8” Type X GWB both sides - painted on2 x 4, 2 x 6, 2 x 8 wood studs @ 16” o.c. withAcoustic batt insulation to fill stud cavity

NOTES: 1. Wall assembly to run U/S of roof structure2. Walls at brace bays to be steel stud (See Structural)

P4A 2HR FRR SHAFT WALL BETWEEN EXISTING + NEW CONSTRUCTION, ULC Design W452 - System C - 2 hour fire-resistance rating.

3/4" Type X GWB on 6" 25 gauge C-H steel studs @ 24" o.c. with5" mineral fibre batts on1" Type X GWB Liner Panels

NOTES:1. Stud wall and insulation run to U/S of roof structure2. 2" CH stud where shown on drawings

P4B 2HR FRR INTERIOR WALL BETWEEN DAYCARE AND STORAGE AREAULC Design W440 - 2 hour fire-resistance rating.

3/4" Type X GWB both sides on 5-1/2"steel studs @ 24" o.c. c/w5" mineral fibre batt insulation

NOTES:1. Stud wall and insulation run to u/s of roof structure

ROOF ASSEMBLIES:

F1 GROUND FLOOR - SLAB ON GRADE:

Finish floor onMinimum 2-1/2” concrete topping c/wRadiant in-floor system (See Mechanical) on 8” reinforced concrete slab w/ grade beams on existing timber piles (See Structural for foundation + piling details) on6 mil poly vapour barrier on4” R:20 rigid insulation onCompacted gravel fill as per Geotechnical specifications.

NOTES: 1. Topping sloped to drain min 1% at all Washrooms, Kitchen, Servery, Janitor, and all other floors with drains.

F2 2ND FLOOR - 3/4 HR FRR FLOOR AT FITNESSHeavy Timber Structure meets 3/4 hour rating equivalent. BCBC 3.1.4.5 Heavy Timber Construction Alternative

1" Sports Flooring rubber tile on2 1/2” standard weight concrete topping on5/8” T+G plywood sub-floor on2" thick rubber pedestal isolators @ 14" o.c on5/8” plywood sheathing (diaphragm) on 3 x 6 T + G wood decking (See Structural) onGlulam structural framing (See Structural) onCeiling finish as noted (See Reflected Ceiling Plans).

NOTES: 1. Provide 12" thick acoustic batt insulation above all acoustic panel ceilings.

R1 SLOPED MEMBRANE ROOF ASSEMBLY :

2 ply SBS roofing membrane on3" R:10.5 mineral fibre insulation c/wintregral asphaltic top face, on4.5" R:31.5 polyiso insulation onVapour barrier on5/8” plywood sub-floor (diaphragm) on 3 x 6 T + G wood decking (See Structural) onGlulam beams and girders (See Structural) onCeiling finish as noted (see Reflected Ceiling Plans)

NOTES:1. Insulation is omitted beyond line of exterior face

of wall insulation ( see R4).2. Insulation value to be minimum R:40.

R2 LOW SLOPE (FLAT) MEMBRANE ROOF ASSEMBLY:

2 ply SBS roofing membrane on3" R:10.5 mineral fibre insulation c/w Integral asphaltic top face onTapered polyiso insulation min 1.5" thick sloped to drain@ 1:50 onVapour barrier on5/8” T+G plywood on5/8” plywood sub-floor (diaphram) on 3 x 6 T + G wood decking (See Structural) onGlulam beams and girders (See Structural) onCeiling finish as noted (see Reflected Ceiling Plans)

NOTES: 1. Roof overhangs are supported by4x4 HSS located at the insulation level (see Structural)2. See Structural for areas of roof requiring 4x6 T+G decking 3. Insulation value to be average of R:28 and minimum R:18 Tapered Poly-iso insulation to average in depth 3". Submit Shop Drawings for verification by the Consultant.

R3 ROOF DECK ASSEMBLY INSULATED: 2" Concrete pavers on Neoprene levellers onR2 -Low Slope Membrane Roof Insulated Assembly

R4 SLOPED UNINSULATED EAVE ASSEMBLY :

2 ply SBS roofing membrane onProtection board on5/8” T+G plywood on 3 x 6 T + G wood decking (See Structural), stained finish

P5 3/4HR FRR SHAFT WALL ULC Design W452, System A. 3/4 hour fire-resistance rating.

5/8" Type X GWB on 2-1/2" C-H steel studs @ 24" o.c. c/w1" Type X GWB liner panels

F3 2ND FLOOR - 3/4 HR FRR FLOOR AT ATRIUM BRIDGEHeavy Timber Structure meets 3/4 hour rating equivalent.BCBC 3.1.4.5 Heavy Timber Construction Alternative

Finish floor on2-1/2” concrete topping on5/8” T+G plywood sub-floor on3 layers of 3" high density rigid insulation (sm board)5/8” plywood sheathing (diaphragm) on 3 x 6 T + G wood decking (See Structural) onGlulam structural framing (See Structural) on2x6 T+G cedar soffit with clear finish (See Details + Reflected Ceiling Plan)

F4 2ND FLOOR - FLOOR AT JANITOR, WC AND MECH ROOMHeavy Timber Structure meets 3/4 hour rating equivalent. BCBC 3.1.4.5 Heavy Timber Construction Alternative

Finish floor onThinset sloped to drain @ 1:50 on2-1/2” concrete topping on5/8” plywood sheathing (diaphragm) on 3 x 6 T + G wood decking (See Structural)

NOTES: 1. Topping to be of sufficient depth to allow flooring to be

level at all door thresholds.

Issued For Tender08.09.2011

2 HR FIRE RATING

1HR FIRE RATING

3/4 HR FIRE RATING

0 HR FIRE RATING

1'-3

"9-

1/4"

R5 LOW SLOPED MEMBRANE FRAMED ROOF ASSEMBLY :

2 ply SBS roofing membrane on3" R:10.5 mineral fibre insulation c/wIntegral asphaltic top face, onTypical polyiso insulation min 1.5" sloped to drain @ 1:50 onVapour barrier on5/8” plywood sub-floor (diaphragm) on 2X12 roof joists @16"o.c (see structural)

R5

W2 EXTERIOR FRAME WALL ASSEMBLY WITH EXTERIOR INSULATIONFibre Cement Board on1 x 3 preserved wood vertical furring strips @ 16"o.cscrewed to sheathing on2” R:8 mineral wool insulation on Air barrier on1/2” plywood sheathing on2 x 6 wood studs @ 16” oc c/w R:20 batt insulation on6 mil poly vapour barrier on5/8” GWB - painted.

NOTES: 1. See Architectural Elevations for locations of steel cladding 2. For 2x8 walls at Brace Bays see details.

LEGEND:

INTERIOR WALL ASSEMBLIES:

P6 3/4HR FRR MEMBRANE RATINGBCBC Appendix D2.3.12

2 layers of 1/2" Type X GWB on 2x4 wood strapping/ studs @ 16" o.c

NOTES:1. All recessed panels to be lined with 2 layers 1/2" Type X GWB to maintain fire rating.”

ROOF ASSEMBLIES:

Addendum #1REV 1116.09.2011

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1

COMMUNITY CENTRE

A.201.1

:iDate

QUEENSBOROUGH

:iNote

GROUNDFLOOR DETAILPLAN

ISSUED

EXPANSION


SEAL:

NOTES:




PROJECT NORTH

NORTH

GROUND FLOOR DETAIL PLANScale 1/4"=1'-0"1

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA

2 3

4 5

6 7

8 9

1

13A

13B

13.00°

E1

4'-11" 12'-0"

13.00°

C1

7X

BxB D Dx H

0,0 reference

8'-1

1"

FOLD

ING

PART

ITIO

N

17'5"X 14'2"

EXISTING FOLDING PARTITION

EL 100.0

300RECEPTION

200LIBRARY

201STORAGE

202STUDY RM

203BOOK RETURN

100VESTIBULE 1

9'-0"

15'-0"

15'-0"

21'-0"

12'-0

"

8'-0"

2 HR FIRE SHUTTER OVER

LINE OF SHUTTER ABOVE


PAC

( NIC

)

CHECKIN

BULK

HEAD

ABO

VE

NEW PLANTINGBED-SEE LANDSCAPE PLAN FOR DETAILS

BULK

HEAD

ABO

VE

NOTICES

NO

TIC

ES

BIKE RACKS

INFO

DES

K

P

EXISTING VENDING MACHINES

LINE O

F EXISTING

BUILDING

72'-4" 10'-8" 13'-8"

C D E F6'

-6"

40'-0

"12

'-0"

10'-0

"

1

2

3

4

5

D1 E1

30'-2 7/8"1'-0" 4'-11"

15'-0"

12'-9

"

15'-0"

EXISTING STRUCTURAL COLUMNS -PAINT

ELECTRICAL PANEL

HB

PERMANENTENTRANCEMAT C/W DRAIN

FILL IN EXISTING WINDOW OPENING

G

12'-0"

1A401

1A401

2A401

2A401

3A4

02

2A4

02

A702 12

3

4

1614

1A803

1614

3'-1 7/8"

5'-8

"5'

-8"

5'-8

"5'

-8"

1'-0"

CAN

OPY

ABO

VE

20" X 24" DUCTSEE MILLWORK FOR ENCLOSURE

SHELVING (NIC)

SHELVING (NIC)

SHELVING (NIC)

SHELVING (NIC)

SHELVING (NIC)

SHELVING (NIC)

SHELVING (NIC)

SKY LIGHT ABOVE

LINE

OF

EXPO

SED

BEA

MS

ABO

VE

COMMUNITY LIVING ROOM102

D 3

04.1

D 3

01.1

CW 302.1CW 301.1

SF300.1SF 301.2

MW

200.

1

D 101.1

D 2

02.1

D 201.1

CW 100.1

CW

200

.1C

W 2

00.2

W 2

00.3

CW

200

.4

CW 200.5

D 100.1

D 1

00.2

SF 1

01.1

MW

201.

1

MW

200.

2

SF102.2SF102.1

MW200.3

D 2

03.1

D 202.2 SF202.2

SF20

2.1

CW

100

.2

W1

W1

P4B

P4BP1-GWB ON 1 SIDE ONLY

EXIST.

P2 W1

1614

1A613

5A611

101LOBBY

SKY LIGHTABOVE-NEW HSSSTRUCTURE

P4B

PORT ROOM ROYAL ROOM

BIKE RACKS

BRACE BAY

FOOT GRILLE

SECURITYGRILLE

FD

SLOPE TOPPING TO DRAIN BELOW

BX

ROYALVESTIBULE

WOMEN'S W/C

P2

P2

P32X4

4A613

P22X8

RAIN GARDEN WATER FEATURE

7A611 8

A611

EXISTINGVESTIBULE 4

D 1

02.1

P4A

ELECTRICALDROP TYPICAL

P3

2X4

P32X4

LINE OF BULKHEADOVER

114

NEW STANDPIPE

D 1

13.1

NEW RATED DOORS AND SIDE LIGHTS113

B

4"5'-9"3"

Dx

2A802

1A802

3A802

D300.1

D300

.2

NEW BROCHURE RACK (NIC)

NEW TILE

NEW TILE

NEW TILE

CAR

PET

P2

301MGR OFFICE

SF 3

01.1

EDGE OF CONC FOUNDATION TO ALIGN WITH OVERHANG ABOVE

METHANE VENTINGSEE DWGFOR U/G ROUTING

A703

1

2

34

SEPARATE PRICE #2

SEPERATE PRICE #1

D 113.2

P3

P6

PSF

113.

1

EXISTING MURALS

117MEN'S W/CNEW TILE

116

EXIST.

EX

IST.

EXIST.

EX

IST.

EX

IST.

EXIST.

ELECTRICALDROP TYPICAL

INSULATE AND REFACE EXSIT. WALL

EQUAL EQUAL EQUAL EQUAL EQUAL

MW300.1

PAC

( NIC

)

A701

4

5

A701.13

WF-SEPARATE PRICE #1

P1

4'-1

"

3'-1

0"

1A612

ALIGN

3'-0

1/2

"

1'-0 3/4" 5/8"

A7015

2A613

2A613

2A614

1A506

7A601

2A503

1A503

2A506

2A508

1A509

PHOTOCOPIER

FURR OUT WALL TO ACCOMMODATENEW STANDPIPE IN CABINETS. RATE CAVITY BEHIND CABINETS

ADD 2 LAYERS TYPE 'X'GWB TO PROVIDE 3/4 HRRATING.APPENDIX D

FE

FE SCJ

SCJ SCJ

SCJ

2'-2

"

3'-6"1

SK-21

SCJ

SCJABOVE

NEW GAS FIREPLACE + RAISED TILED HEARTH-SEPARATE PRICE #1

SEPARATE PRICE #1SIM.

1614

SIM.

TIME CAPSULE

4'-9"

19'-5

"8'

-5"

NOTES FOR RENOVATION OF EXISTING:(REFER TO SPEC SECTION 01 10 00 FOR SEPERATE PRICES/SCOPE OF WORK)

A. REPLACE EXISTING TILE WITH NEW TILE TO MATCH EXPANSION

B. REMOVE DOORS AND SIDELITES AT ROYAL VESTIBULE, VESTIBULE 4 AND VESTIBULE 2 PATCH WALLS AS REQUIRED TO MATCH

C. PAINT ALL WALLS, DOORS AND DOOR FRAMES

D. STAIN CEDAR BULKHEADS IN SKY LIGHT

E. PRESERVE AND PROTECT EXISTING MURALS

F. STAIN CEDAR SOFFIT CEILING IN COMMUNITY LIVING ROOM

G. ADD NEW FIREPLACE

Issued For BPA20.09.2011

KEY PLAN

UNRATED WALLS

2 HR FIRE RATING

1HR FIRE RATING

3/4 HR FIRE RATING

0 HR FIRE RATING

DOOR-SEE SCHEDULE

PRESSED STEEL FRAME GLAZEDWALL : SINGLE WIRED GLAZING

ALUMINUM STORE FRONT FRAMEWITH SINGLE GLAZING

ALUMINUM CURTAIN WALL FRAMEWITH DOUBLE GLAZING

MILL WORK ITEM : SEE SCHEDULE

EXISTING WALLS

ADD BATT INSULATION + 5/8"

WATER FOUNTAIN

HOUSE BIB

FLOOR DRAIN

SEISMIC CONTROL JOINT

FIRE EXTINGUISHER

D

LEGEND:

PS

SF

W

MW

LAYOUT NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF INTERIOR PARTITIONS, AND EDEG OF SLAB AT EXTERIOR UNLESS OTHERWISE NOTED

2. INTERIOR PARTITIONS ARE LOCATED ON CENTER LINE OF COLUMNS UNLESS OTHERWISE SHOWN ON DRAWINGS

3. REFER TO DETAILS FOR SPECIFIC LAYOUT AND RELATIONSHIP TO COLUMNS AND GRIDLINES

4. REFER TO DETAIL PLANS FOR MILLWORK, DOOR AND WINDOW REFERENCES.

5. NEW WALLS TO ALIGH WITH EXIST. WALLS AS SHOWN UNLESS OTHERWISE NOTED

WF

HB

FD

SCJ

FE

1

11

1

1

1

1

1

1

1

1

1

1 1

1

1

1

1

COMMUNITY CENTRE

A.201.2

:iDate

QUEENSBOROUGH

:iNote


ISSUED

EXPANSION


SEAL:

NOTES:




PROJECT NORTH

NORTH


12'-1

0"

90°

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA 2

3 4

5 6

7 8

9 1

13A

13B

13.00°

E1

4'-11" 12'-0"

13.00°

C1

7X

BxB D Dx H

0,0 reference

8'-1

1"

FOLD

ING

PART

ITIO

N

17'5"X 14'2"


EL 100.0

VEND

ING

MAC

HIN

ES (N

IC)

STO

RAG

E CL

OSE

T


BENC

HBE

NCH

FRIDGE

COPIER

NO

TIC

ES

STORAGE CLOSET

LOCK

ERS

FR

U/C FREEZER

STORAGE

PAN

TRY

EXIT TOLANDING

U/CDW

PASYSTEM

PERMANENTENTRANCEMAT C/W DRAIN

ELECTRICAL PANEL

EDGE OF CONCRETEFOUNDATION

OPEN TO ABOVE

ELECTRICAL PANEL

GATE

U/C DWM/WABOVE

BULK

HEAD

ABO

VE

10'-8"

4'-2"

OPERABLE WALLWITH OVERHEAD TRACK

H

5

6

7

8

23'-3

"23

'-3"

14'-4

5/8

"

9

21'-9

"

GUN LOCKER(NIC)

LINE OF OVERHANGABOVE

TV MONITOR ( NIC)

SLIDE OUT-GATE

PRESENTATIONWALL COVERING

HO

OKS

25 R

ISER

S @

6.9

9"23

TRE

ADS

@ 1

1"

30" RANGE

30" RANGE

HOOD ABOVE

HB

24 R

ISER

S @

7-1

/8"

22 T

READ

S @

11"

LINE OF EXISTING SLAB

13B

13A

LIN

OLE

UM

LIN

OLE

UM

LIN

OLE

UM

LIN

OLE

UM

TILE

CARPET

CAR

PET

CARPET CARPET

CARPET

3A402

2A402

3A401

3A401

4A401

1A805

A701 12

3

A7041

2

3

4

A703

5

6

7 8

1A803

6A707

A703 15

A703

13

14

16

FOOT GRILLE

PAVERS REFER TO LANDSCAPE

PAVERS REFER TO LANDSCAPE

3A611

5A612

5A610

5A610

5A610

311FLEX OFFICE 2

103ATRIUM

400MULTI-PURPOSE 1

401COMMUNITY KITCHEN

310STAFF RM

312MEETING RM

308FLEX OFFICE 1

306STORAGE

309STAFF WC

305PGM OFFICE

300RECEPTION

301MGR OFFICE

303POLICE OFFICE

402MULTI-PURPOSE 2

302SOFT RM

104VESTIBULE 2

EXIT 1

EXIT 2

307SERVER

304HALL

MW401.2

MW

401.

3

MW401.1

D 104.1

D 4

02.2

D 4

02.3

SF 1

03.4

D 402.1

SF 1

03.3

DST.2.1

D 400.2 D 400.3

D 40

0.1

D 40

1.1

D 311.2

D 311.1

D 3

10.1

MW310.1

D 3

06.1

D 3

09.1

D 103.2

D 303.1

D 308.1

MW308.1

MW300.1

CW 104.1

CW

402

.3

CW 402.2

CW 4

01.1

CW 3

10.1

W 3

03.2

MW

103.

1MW

103.

2

PS10

3.1

SF10

3.2

SF10

3.3

SF104.1

D 1

05.1

D 5

00.1

D 104.2CW

402

.1

D 303.2

D 308.2

D 3

12.1

SF10

3.1

MW

103

.3

MW 400.1

MW

311

.1

MW 409.1

MW

304

.1

MW

311

.2

MW312.1

MW

305

.1

SF 303.1

W 501.2

MW312.2

M 4

02.2

M 4

00.1

M 4

02.1

D 1

03.1

MW

310

.2

W1

2X8

W12X6

W12X6

W1

P2

P2

P2

P22X4

P2

P2 P2

P2

W12X6

P12X4

P2

P2

W12X8

P3

2X8

P3

2X8

P3

P3

P2

P4A

P2

2x4

W12X6

P2

COMMUNITY TERRACE

BULKHEAD ABOVE

BULK

HEAD

ABO

VE

D 400.4

UP

UP

BRACE BAY

BRAC

E BA

Y

ATRIUM SERVERY

BRAC

E BA

Y

BRACE BAY

BRAC

E BA

Y

EL 100.0

EL 100.0

D 404.5

FD

SLOPE TOPPING TO DRAIN BELOW

METHANE PIPE

METHANE VENTING TYP.


P22X8

P22X4

P2

2X4


P22X4

P2

2X4

P22X4

P22X4

P2

P3

2X4

P12X4

P2

P22X6

P22X4

P2

P2

P2

P1

2X4

P2

W1

LINE OF SOFFIT OVER

METHANE VENTING TYP. 1" DIA. PIPE WITH WALL GRILLE

1A402

9A611

3A612

HB

2'-0"

2'-7

"

7'-1

"

2 3/

8"

3'-1

3/4

"

4'-1

"1'-7

"

12'-2"

SHELVING (NIC)

D E FD1 E1 GDx10'-8" 13'-8"1'-0" 4'-11"4" 12'-0"

P3

P3

P6

P2

P2

P2

P4A

P4A

P1

2X8

P2

P1

P2

P2

P2P2

P1

P1

7X

8'-1

0 3/

8"

SF 3

05.2

D 307.1

FD

D 3

04.1

D 3

01.1

CW 302.1CW 301.1

SF300.1SF 301.2

D300.1

D300

.2

SF 3

01.1

SF 305.1

GREASEINTERCEPTORU/C

SHELVING (NIC)

7A611

8A611

P22X4

P22x4

FD

P1

P4A

P2

LINE OF BULKHEAD OVER

ALIGN WALL WITH BEAM

ALIGN WALL WITH BEAM

STORAGE POCKET FOR OPERABLE WALL

1A610

SLO

PE T

O D

RAIN

10'-5

"5'

-5"

EL 1.45m

A703

1

2

34

A703

9

10

1112

A7049 10

11

12

A707

6.3

6.16.2

6.4

D 302.1SF 302.1

D 305.1

METHANE VENT PIPE TO ROOF

1A612

3'-8" MIN.DIM FROM INSIDEOF GWB

DIM FROM INSIDE OF GWB

A704

8

6

75

7"

6'-0

"2

1/8"

2'-2

1/2

"103°

1"

12'-1

0 3/

4"

CL 10 1

/4"

3'-3"1'-1"

ALIGN

3'-6

"5'

-7"

8"4'

-0"

ALIG

N

10" 1'-5 3/8"

2'-7

"3'

-11"

ALIGN

7 1/4"

24'-4 3/4"

3A614

2A501

3A501

1A501

1A505

2AA508

5A508

FE

FE

FE

FE

FE

4301.2

2301.2

KEY PLAN


1

1

1

1

1

1

1

1

D

PS

SF

W

MW

WF

HB

FD

SCJ

FE

1

1

1

4'-0

" MIN

.

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA

2 3

4 5

6 7

8 9

1

13A

13B

13.00°

E1

4'-11" 12'-0"

13.00°

C1

7X

BxB D Dx H

0,0 reference

8'-1

1"

FOLD

ING

PART

ITIO

N

17'5"X 14'2"


EL 100.0

COMMUNITY TERRACEUNIT PAVERS

108MEN'S WC

107WOMENS WC

506CHILD CARE SERVERY

ELEVATOR

106FAMILY WC

109CHAIR STORAGE

110EQUIP.STORAGE

111GYMSERVERY

112VESTIBULE 3

504CHILD WC

503CHILD CARE ACTIVITY ROOM

501OFFICE

500CHILD CARE ENTRY

507STORAGE

505ADULT WC

123MENSLOCKER ROOM

MEETING ROOM

122WOMENSLOCKER ROOM

W/D

GATE GATE

FRIDGE

GAT

E

STORAG

E CLOSET

ADD NEW DOORS IN EXIST. WALL(SEE STRUCTURAL)

BRACE BAY

FRID

GE

15'-9" 14'-0" 14'-0"

13A

EDGE OF CONCRETE FOUNDATION

1

2

3

4

5

6

7

8

9

10

11

12 13 14 15 16 17 18

20

19

22

21

24

23

25

NO

TIC

ESLINE OF BULKHEADABOVE

LINE OF SECURITY SCREENTRACK OVER

FD

FD

FD

FD

ELECTRICAL PANEL

NEW OPENING IN GYM WALL

1A402

1A402

4A401

4A401

4A401

4A401

1A402

1A402

A705

1A707

A707

1.1

1.21.3

1.4

SIG

N IN

FD

FD

5A610

2A610

5A610

1A610

105JANITOR

GYMWES

T CO

RRID

OR

502CUBBIES

P2

P3

P4B

W1W

1

W1

W1

P4B

P3

P1P

2

P2

P2

P2 P3

P22x6

P4B

P4B

P4B

P3

BRACE BAY

BRACE BAY

MW108.1

MW107.1

MW506.1

D 112.2

D 1

11.1

MW111.1

SHELVING (NIC)

D 5

07.1

D 110.1 D 109.1

MW506.2

D 505.1

D 501.1

D 502.1

CW 112.1

D 503.2

D 503.3

CW 503.2

CW 503.3

CW 503.4

CW 503.5

CW 503.6

CW 501.1

SF501.1

MW503.1

D 106.1

MW

506.

1

MW

504.

1

D 504.1

MW105.1

D112.3

MW

500.

1

CW 501.2

D 111.2

D 5

00.1

MW503.3

D 503.4

D 503.1

CW 503.1

SF501.2

NO

TIC

ES

BRAC

E BA

Y

CHANGE TABLE

7A806

LINE OF BULKHEADOVER BENCH BELOW

FD

36"DIA. SUMP PUMP ACCESS

P4A

P2

P2P

1

P3

P1

2X6

P1

SEPARATE PRICE #3

W1

W1

2X8

6A612

XXXX

LINE OF EXISTING BUILDING

SLIDING SERVERY SCREEN POCKET

W1

P22x6

P1

PIT5'-2 3/4"

9'-0"10'-3"

1'-10"

8'-3"14'-5"

LINE OF4" BULKHEAD ABOVE

3'-8" MIN.

CENTER F.D ON TILE JOINTS

72'-4"

C D

D1

1'-0"

BXB

4"5'-9"3"

Dx

P3

P4B

TOPPING SLOPED TO DRAIN

1A806

1A807

6

7

8

23'-3

"14

'-4 5

/8"

9

21'-9

"

7X

8'-1

0 3/

8"

1A806

5A.807

LINE OF BULK HEAD OVER

MIR

RO

R

HAND DRYER

CW

501

.3

NEW TILE

SHELVING (NIC)

SHELVING (NIC)

115

118

W1

P1

5" ROUND HSS COLUMN-PAINT

P2 TOPPING SLOPED

TO DRAINTOPPING SLOPED TO DRAIN

4A614

SIM.

NOTE: ALL TILED SURFACESSLOPED TO DRAIN TO BE 1%SLOPE MIN.

1

2 5

4

A7059 7

8

A707

2.1

2.22.3

2.4

A707

3.1

3.23.4

3.3

A707

4.3

4.14.2

4.4

A707

5.3

5.15.2

5.4

WF-SEPARATE PRICE #2

HB

3 5/8" 2'-11 3/8"2"

4'-9" 3'-2"

7'-1

1"

7'-3"

6'-7"TO CENTRELINE

OF DOOR

1 3/8"

5'-7"TO CENTRELINE

OF DOOR

4'-1

3/8

"

2 1/

4"

4'-5 3/8"

5'-0

5/8

"3'

-0" M

IN.

8 1/

2"

TO C

ENTR

ELIN

EO

F PA

RTIT

ION

4A614

5A614

3A614

1A504

4A504

9A504

6A504

10A504

3,7,8A504

D 1

03.1

3A507

SCJSCJSCJSCJ

6A.614

FE

SCJ

SCJ

SCJ

A

LINE OF ROOF ABOVE

COMMUNITY CENTRE

A.201.3

:iDate

QUEENSBOROUGH

:iNote


ISSUED

EXPANSION


SEAL:

NOTES:





PROJECT NORTH

NORTH


KEY PLAN

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA

2 3

4 5

6 7

8 9

1

13A

13B

13.00°

E1

4'-11" 12'-0"

13.00°

C1

7X

BxB D Dx H

0,0 reference

8'-1

1"

FOLD

ING

PART

ITIO

N

17'5"X 14'2"


EL 100.0

COMMUNITY TERRACEUNIT PAVERS

D1

1

1

1

1

1

1 1

1

1

1

UNRATED WALLS

2 HR FIRE RATING

1HR FIRE RATING

3/4 HR FIRE RATING

0 HR FIRE RATING

DOOR-SEE SCHEDULE





EXISTING WALLS


WATER FOUNTAIN

HOUSE BIB

FLOOR DRAIN


FIRE EXTINGUISHER

D

LEGEND:

PS

SF

W

MW

LAYOUT NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF INTERIOR PARTITIONS, AND EDEG OF SLAB AT EXTERIOR UNLESS OTHERWISE NOTED

2. INTERIOR PARTITIONS ARE LOCATED ON CENTER LINE OF COLUMNS UNLESS OTHERWISE SHOWN ON DRAWINGS

3. REFER TO DETAILS FOR SPECIFIC LAYOUT AND RELATIONSHIP TO COLUMNS AND GRIDLINES

4. REFER TO DETAIL PLANS FOR MILLWORK, DOOR AND WINDOW REFERENCES.

5. NEW WALLS TO ALIGH WITH EXIST. WALLS AS SHOWN UNLESS OTHERWISE NOTED

WF

HB

FD

SCJ

FE

1

FE

17'-9"

8 R

ISE

RS

@ 6

.96"

7 T

RE

AD

S @

11"

16 R

ISE

RS

@ 6

.99"

15 T

RE

AD

S @

11"

BR

AC

E B

AY

BRACE BAY

BRACE BAY

6'-0

"

1'-0

"5'-11" 2"

1'-1 5/8"

4"

13 R

ISE

RS

@ 7

.0"

12 T

RE

AD

S @

11"

RU

N

59'-4

" S

KY

LIG

HT

OPEN TO BELOW

MIRROR

MIR

RO

R

WATERFOUNTAIN

NO

TIC

ES

24 CUBBIES

MIR

RO

R

SKYLIGHT OVER

LINE OF ROOF ABOVE

FIT

NE

SS

ST

OR

AG

E

MIR

RO

R

CUBBIESON WHEELS

OPEN TO BELOW

GLAZED GUARD 36" AFF.FROM CONC. PAVER

GUARD HEIGHT 42" AFF.

RAMP UP

EL 113.83

EL 114.58

CONCRETE PAVERS

LINE OF ROOFOVER

EL 114.58

1'-2 3/4"

3'-1

0"

5'-0"

TREADMILL

TREAD MILL

TREAD MILL

ELLIPTICAL

ELLIPTICAL

ELLIPTICAL

RECUM BIKE

RECUM BIKE

BAR RACKDUMBBELL RACKS

HAMSTRING CURL

LEG PRESS

SMITH MACHINE

SEATEDCALF

LAT PULL DOWN

SPIN

DE

CLI

NE

BE

NC

H

FL

AT

BE

NC

H

FL

AT

BE

NC

H

CURL BENCH BENCH PRESS

STA

IR C

LIM

B

STA

IR C

LIM

B

PO

WE

R C

AG

E CLEANING STATION(OWNER SUPPLIED)

FL

AT

BE

NC

H

UPRIGHTSEAT

CHEST FLY

TREAD MILL

ELLIPTICAL

LAT PULL DOWN

SPIN

SPIN

CLEANINGSTATION(OWNER SUPPLIED)

STRETCHING AREA

CABLE MACHINE

LINE OF BEAM ABOVE

3A401

3A401

4A401

4A

401

5A610

5A612

4A611

5A610

4A611

1A610

5A610

3A516

3A515

BU

LKH

EA

D A

BO

VE

BU

LKH

EA

D A

BO

VE

16"X22" DUCTWITH 6" CLEARANCE

FD

FD FD

CAP FLASHING

RD

XXXX

MW

600.

1

CW 606.2

D 6

06.4

CW

606

.1

D 6

06.3

PS 606.1

D 6

06.1

D 606.2

PS

ST

01

CW 600.4

D 600.1

D 604.1 D 605.1

D 601.1

D 6

02.1

PS ST 01.2

CW

600

.3

CW

600

.2

CW 600.1

CW

101

.1

PS 600.2

PS

600

.1

MW600.2

MW602

MW600.4

MW

604

.2

CW 101.2

MW

600.

5

MW600.4

SF

606.

1

MW600.4 (SIM)

MW

600.

4 (S

IM)

P3

P3

W12X8

P3

P3

P3

W12X8

W1W1

P3

P3

P4A

P3

P3

W1

W1

W1

W3

P3

P3

P3

P2

2X

4

W1

ST01

605604

ST02

600

602

WCWC

ELEVATOR

FITNESS

601

MECHANICAL

606

BRIDGE

603

FITNESS HALL

FITNESS TERRACE

MACHINE ROOM

JANITOR

607ELEVATOR

16" X 24" DUCT

EL 114.58

RD

RD

DN

RD

W1

P3

P2

W1

3A610

W1

1A509

2A508

3A508

8A508

2A506

1A502

3A502

2A502

3A510

1A510

2A510

2A507

1A507

2A505

1A505

RECESSEDWALLET LOCKERS

CLEANINGSTATION(OWNER SUPPLIED)

HANDRAILS

P2

7'-8"

7'-6

"

4'-5

3/4

"

3'-5

1/2

"

5'-2 1/8"

6A611

3'-10 1/4"

19'-3

"

ROOFACCESSLADDER

FD

FD

P2

ROOF DRAIN/ SCUPPER

W1

P3

P5

P5

P5

P5

P3

P5

P5

P5

P3

P3

P3

P4A

W12X8

W1

LINE OF BULKHEAD ABOVE

METHANE VENT PIPE + AIRINTAKE GRILLE 24"AFF

8"

11 3

/8"

1'-1

0"

EDGE OF CONCRETE

A707

8.4

8.1

8.2

8.3A707

7.3

7.1

7.2

7.4

A7063 1

4

2

A706 12

13

11

14

A706

8

10

9

METHANE VENT PIPE TO ROOF

3'-11 1/4"

DIM TO INSIDE FACE OF GWB

DIM TO INSIDE FACES OF GWB

4'-4 1/8"

ALIGN

5'-7"

6611

SIM.

2'-0"

2'-0"

5

301.1

4

301.1

SCJ

SCJ SCJSCJ

5A706

7A706

6A706

4'-0"

H

5

6

7

8

23'-3

"23

'-3"

14'-4

"

9

D E FD1 E1 G

10'-8" 13'-8"1'-0" 4'-11"4" 12'-0"

7X

8'-1

1"

DX

4

10'-0

"21

'-9"

4'-0 5/8" 1'-6 1/4"

TO CENTRELINE OF WALL @ GL 7

ALI

GN

1 3/

8"

2'-6

"

COMMUNITY CENTRE

A.202.1

:iDate

QUEENSBOROUGH

:iNote

SECONDFLOOR DETAILPLAN

ISSUED

EXPANSION


SEAL:

NOTES:




PROJECT NORTH

NORTH

SECOND FLOOR DETAIL PLANScale 1/4"=1'-0"

1


KEY PLAN

UNRATED WALLS

2 HR FIRE RATING

1HR FIRE RATING

3/4 HR FIRE RATING

0 HR FIRE RATING

DOOR-SEE SCHEDULE





EXISTING WALLS


WATER FOUNTAIN

HOUSE BIB

FLOOR DRAIN


FIRE EXTINGUISHER

D

LEGEND:

PS

SF

W

MW

LAYOUT NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF INTERIOR

PARTITIONS, AND EDEG OF SLAB AT EXTERIOR

UNLESS OTHERWISE NOTED

2. INTERIOR PARTITIONS ARE LOCATED ON CENTER

LINE OF COLUMNS UNLESS OTHERWISE SHOWN

ON DRAWINGS

3. REFER TO DETAILS FOR SPECIFIC LAYOUT AND

RELATIONSHIP TO COLUMNS AND GRIDLINES

4. REFER TO DETAIL PLANS FOR MILLWORK, DOOR

AND WINDOW REFERENCES.

5. NEW WALLS TO ALIGH WITH EXIST. WALLS AS

SHOWN UNLESS OTHERWISE NOTED

WF

HB

FD

SCJ

FE

1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

1

1

1

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA

2 3

4 5

6 7

8 9

1

13A

13B

13.00°

E1

4'-11" 12'-0"

7X

BxB D Dx H

8'-1

1"

OVERFLOW SCUPPER

R2R2

OVERFLOWAND DRAIN LINE OF BUILDING

BELOWDRAIN TROUGH SEISMIC CONTROL

JOINT


SKYLIGHT

SKYLIGHT SKYLIGHT

NEW LOW SLOPED MEMBRANE ROOF

FITNESS TERRACE BELOW

EXISTING ROOF

NEW STANDING SEAM METAL ROOF

LOW SLOPE MEMBRANE ROOFSLOPED TO DRAIN 2% MIN.

SLOPED MEMBRANE ROOFSLOPED @ 1:12

NE

W G

LAZ

ED

SK

YLI

GH

T

SLOPE TO DRAIN

HEAT PUMP SEE MECH

AHU. SEE MECH

SLOPE TO DRAIN MIN 2%

RD

NE

W G

LAZ

ED

SK

YLI

GH

T

SLOPE TO DRAIN

RD

RD

OVER FLOW SCUPPER

OVER FLOW SCUPPER

OVERFLOW SCUPPER

OVER FLOW SCUPPER

1A401

1A401

1A

402

1A

402

3A

402

3A

402

2A

402

2A

402

3A401

3A401

4A401

4A401

11A504

5A504

RD

RD

RD

RD

NEW CONTROL JOINT OVER EXISTING ROOF PARAPET- TYPICAL AT JOINT BETWEEN EXISTING + NEW

OVERFLOW SCUPPER

RD

LINE OF BUILDING BELOW

RD RD

NEW AIR INTAKE CUTTINGAND RE-ROOFING BY PACIFIC RESTORATIONLTD.

R2 SLOPETO DRAIN R1 R4

R4

R1

R2

R4

XA.XXX

1SK-17

EL 125.38'TO U/S OF DECKING




2A401

2A401

1A402

1A402

2A402

2A402

LINE OF BUILDINGBELOW

R3

PARAPET WALL 42" AFF

ROOF ACCESSLADDER

XA.XXX

XA.XXX

5'-4 1

/4"

4'-3

3/8

"

3'-5 5/8"

R2GUARD RAIL 36" AFF

SLOPE TO DRAIN BELOW PAVERS MIN. 1%

CURB

4'-0

"

4'-0"

METHANE VENTING PIPE

2A508

2A503

1A503

2A509

6A611

6A611

SIM.

1A502

1A502

SIM.

COMMUNITY CENTRE

A.203

ROOF PLAN

QUEENSBOROUGH

ISSUED

EXPANSION


SEAL:

NOTES:




PROJECT NORTH

NORTH

ROOF PLANScale 1/8"=1'-0"

1


UNRATED WALLS

2 HR FIRE RATING

1HR FIRE RATING

3/4 HR FIRE RATING

0 HR FIRE RATING

DOOR-SEE SCHEDULE





EXISTING WALLS


D

LLEGEND:

PS

SF

W

MW

LAYOUT NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF INTERIOR

PARTITIONS, AND EDEG OF SLAB AT EXTERIOR

UNLESS OTHERWISE NOTED

2. INTERIOR PARTITIONS ARE LOCATED ON CENTER

LINE OF COLUMNS UNLESS OTHERWISE SHOWN

ON DRAWINGS

3. REFER TO DETAILS FOR SPECIFIC LAYOUT AND

RELATIONSHIP TO COLUMNS AND GRIDLINES

4. REFER TO DETAIL PLANS FOR MILLWORK, DOOR

AND WINDOW REFERENCES.

5. NEW WALLS TO ALIGH WITH EXIST. WALLS AS

SHOWN UNLESS OTHERWISE NOTED

1

1

3

3

3

3

3

1

3

5

5

3

1

1

8'-2" AFF

OPEN TO ABOVE

3

4

4

2

2

4

400MULTI-PURPOSE 1

402MULTI-PURPOSE 2

503CHILD CARE ACTIVITY ROOM

5

49

NEW STEEL SKYLIGHT STRUCTURE EQUALLY SPACED ON WALL( SEE STRUCTURAL TO COORDINATE )

5

EXISTINGVESTIBULE 4

113

EXIT 2

107WOMENS WC

STORAGE

ELEVATOR

401COMMUNITY KITCHEN

310STAFF RM

311FLEX OFFICE

312MEETING RM

308FLEX OFFICE307

SERVER306STORAGE

304HALL

309STAFF WC

305PGM OFFICE

300RECEPTION

301MGR OFFICE

303POLICE OFFICE

105JANITOR

106FAMILY WC

108MEN'S WC

109CHAIR STORAGE

110EQUIP.STORAGE

111

SERVERYGYM

112VESTIBULE 3

504CHILD WC

502CUBBIES 501

OFFICE

500CHILD CARE ENTRY

506CHILD CARE KITCHEN

507STORAGE

505ADULT WC

103ATRIUM

100VESTIBULE 1

101LOBBY

COMMUNITY LIVING ROOM102

200LIBRARY

201STORAGE

202STUDY RM

EXIT1

302SOFT RM

203BOOK RETURN

104VESTIBULE 2

EXISTING SOFFIT

COMMERCIAL RANGEHOOD TO NFPA 96-TO BE SUPPLIED BY OWNERAND INSTALLED BY CONTRACTOR

11'-0" AFF

PARTITION TRACK

9'-0" AFF

9'-0" AFF

9'-0" AFF

9'-0" AFF9'-0" AFF

9'-0" AFF

9'-0"AFF

9'-0" AFF

4

11'-0"AFF

FORCE FLOW HEATER

FORCE FLOW HEATER

9'-0" AFF

3

REPLACE GWB CEILING AFTERDUCT WORK AND DRAINAGEINSTALLED

SLOPEDCEILING

SECURITY SCREEN TRACK

8" GWB BULKHEAD

SOFFIT ABOVE DOOR

2" VENT STRIP

11

12

EXISTING SOFFIT12

11

11

10

10

11

11

10

11

11

EXPOSED DECKING

3

11

2'-0"

1111'-0" AFF

SEE MECH FOR EXPOSED DUCT WORK

SEE MECH FOR EXPOSED DUCT WORK

8'-2"AFF

PATCH GWB BULKHEAD

PATCH EXISTING GWB BULKHEAD

1

1'-5

"

1'-5"

11

9'-9

"

3'-5

1/2

"6'

-6"

PATCHEXISTING GWB BULKHEAD

11'-0" AFF5

11'-0" AFF


17'5"X 14'2"


FOLD

ING

PART

ITIO

N

5

5

9

6'-6

"40

'-0"

12'-0

"10

'-0"

23'-3

"23

'-3"

14'-4

"21

'-9"

3" 72'-0" 4" 1'-0"24'-6" 5'-9"

C

D1

10'-8"

E

13'-8"

F GA

2 3

4 5

6 7

8 9

1

13A

13B

13.00°

E1

4'-11" 12'-0"

13.00°

C1

7X

BxB D Dx H

0,0 reference8'

-11"

9'-0"AFF

11

9'-0" AFFPAINT GWB

SEPARATE PRICE #1

OPEN TO SKYLIGHT ABOVE

SCJ SCJ SCJ1

1

1

33

6

6

1

1

66

11'-0"AFF

PAINT GWB

11'-0" AFF

12'-0" AFF

12'-0" AFF

11'-0"

3

3

6

4

4

4

4

3

1

4

4

3

5

3

5

5

7

4

4

11'-0" AFF

11'-0" AFF

4

4

8

4

4

4

4 4

4

NEW CEILING HEIGHT TO MATCH EXISTING

9'-0" AFF

9'-0" AFF

9'-0" AFF

9'-0" AFF

9'-0" AFF9'-0" AFF8'-2" AFF

FORCE FLOW HEATER

8'-2" AFF

5

11'-0"AFF8'-2" AFF

13'-4" AFF

9'-0" AFF

8'-2" AFF

13'-4" AFF

13'-4" AFF

9'-0" AFF

9'-0"AFF

4

7

3

3

3

3

1

OPEN TO ABOVE

OPEN TO ABOVE

1

11'-0" AFF

4

3

OPEN TO ABOVE

11'-0"AFF

8'-2" AFF

9'-0" AFF

8'-2" AFF

11'-0" AFF

11'-0" AFF

8'-2" AFF

PAINT GWB

13

14 14

13

14

11

11

3

117EQUIP.STORAGE

115

WES

T CO

ORI

DOR

8

2A612

9A504

1AXXX

1AXXX

4A612

2A501

5A803

2A614

SEISMIC CONTROL JOINTSEISMIC

CONTROL JOINT

13'-4" AFF

11'-0" AFF13'-4" AFF

5'-0

"

6'-0

"6'

-0"

6'-0

"6'

-0"

8'-0

"8'

-0"

PROJECT NORTH

NORTH

GROUND FLOOR REFLECTED CEILING PLANScale 1/8"=1'-0"

1

COMMUNITY CENTRE

A.204

:iDate

QUEENSBOROUGH

:iNote

ISSUED

EXPANSION


SEAL:

NOTES:




Issued For Tender08.09.2011

GROUND FLOOR REFLECTED CEILINGPLAN

FINISHES LEGEND

1. T+G EXPOSED DECKINGSTAINED

2. EXISTING T+G, REFINISHED

3. GWB PTD.

4. T-BAR + ACOUSTIC TILE

5. T+G FIR SOFFIT STAINED

6. UNFINISHED/EXPOSED STRUCTURE

7. SKYLIGHT

8. FIBER CEMENT PANEL

9. EXISTING BUILDINGNIC

EXPOSED GLULAM BEAMSSTAINED

11. GWB BULKHEAD

12. PLY VENEER BULKHEAD

13. PAINT EXISTING GWB

14. STAIN EXISTING CEDAR

10.

ELECTRICAL LEGEND

POT LIGHT, SEE ELECTRICAL

SUSPENDED LINEAR FIXTURE, SEE ELECTRICAL

SUSPENDED LINEAR FIXTURE, SEE ELECTRICAL

EMERGENCY LIGHT

SPEAKER

NOTES:

1. REFER TO PLANS FOR WALL TYPES AND FIRE SEPARATION REQUIREMENTS

2. ALL LIGHT FIXTURES TO BE CENTERED IN CEILING TILES OR BETWEEN BEAMS UNLESS OTHERWISE NOTED

3. BULK HEAD SAME HEIGHT AS CEILING UNLESS OTHERWISE NOTED

EC

HA

MECHANICAL LEGEND

DUCT GRILLES

LINEAR DIFFUSER

1

1

1

1

QUEENSBOROUGH COMMUNITY CENTRE EXPANSION · plumbing: p-1 site plan plumbing p-2 foundation plan...

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