GYMNASIUM & ADMINISTRATION - CANOPY WALL...

GROUND FLOOR

0

T/O STRUCTURE

3900

300

3600

3900

5A5.6

4A5.6

A.F.F.

S02

3600 mm

EW04

9A5.4

14A5.4

8A5.4

REFER TO A0.2 FOR TYPICALROOF CONSTRUCTION

REFER TO A0.2 FOR TYPICALWALL CONSTRUCTION

REFER TO A0.2 FOR TYPICALFLOOR CONSTRUCTION

ALUMINUM DOOR AND GLAZINGSYSTEM, REFER TO DRAWING A8.2AND DOOR SCHEDULE

500

GROUND FLOOR

0

T/O GYM ROOF

9200

7

10A5.4

13A5.4

151 145 145

151 145 145

9200

R01

EW03

EW03




GROUND FLOOR

0

T/O GYM ROOF

9200

C.9

10A5.4

12A5.4

151 150 140

R01

9200

EW03

EW03

151 150 140

17A5.4




EXTERIOR INSULATED HOLLOWMETAL DOOR AND FRAMEREFER TO DOOR SCHEDULE

XR

EF

1345 ROSEMOUNT AVENUECORNWALL, ONTARIO, CANADA K6J 3E5

TEL: 613-933-5602 | FAX: 613-936-0335 | ARCHITECTURE49.COM

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1235 4678910

1235 4678910

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25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST

YOUR PLOTTING SCALE.

SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #

DISCLAIMER:THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED,

REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY WSP. THE CONTRACTOR SHALL

CHECK AND VERIFY ALL DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND

OMISSIONS PRIOR TO COMMENCING WORK.

THIS DRAWING IS NOT TO BE SCALED.

COPYRIGHT:

ISSUED FOR - REVISION:

DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

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DESIGNED BY:

1345 ROSEMOUNT AVENUECORNWALL, ONTARIOCANADA K6J 3E5

PHONE: 613-933-5602 FAX: 613-936-0335WWW.WSPGROUP.COM

ISSUED FOR TENDER

04.13.2015

1 : 10

C:\Users\brock.wilson\Desktop\Revit

Locals\142- 12403-00-Architectural_brock.wilson.rvt

13/04/201 5 2:39:12 PM

WALL SECTIONS

CORNWALL ELEMENTARYSCHOOL - 850 NICK KANEB

DRIVE

5732

A5.2

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.2

WALL SECTION @ GYMNASIUM & ADMINISTRATION - CANOPY1

1 : 10A5.2

WALL SECTION @ GYMNASIUM2

1 : 10A5.2

WALL SECTION @ GYMNASIUM3

IS RE DATE DESCRIPTION

1 04/13/15 ISSUED FOR TENDER

REFER TO CIVIL DRAWINGS FOREXTERIOR ASPHALT WALK ASSEMBLY

GROUND FLOOR

0

T/O STRUCTURE

3900

4A5.6

5A5.6

900

3000

3900

A.F.F.

S03

3000 mm

EW04

184215

184215

9A5.4

14A5.4

8A5.4



REFER TO A0.2 FOR TYPICALFLOOR CONSTRUCTIONREFER TO CIVIL DRAWINGS FOR

EXTERIOR ASPHALT WALK ASSEMBLY

500

GROUND FLOOR

0

T/O STRUCTURE

3900

T/O GYM ROOF

9200

4.3

PW06

EW03

EW03

PW03

P02

290

290 100 29 22

290 100 29 22

10A5.4

11A5.4



REFER TO A0.2 FOR TYPICALFLOOR CONSTRUCTION CONCRETE FOUNDATION AND SLAB ON

GRADE, REFER TO A0.2 FOR FLOORASSEMBLY AND STRUCTURAL FOR SIZE,REINFORCEMENT AND LOCATIONS

GROUND FLOOR

0

T/O STRUCTURE

3900

1514A5.4

4A5.3

3792

98

500

3900

REFER TO TYPICAL SOFFIT ASSEMBLY 4/A5.6

TYPICAL ALUMINUM ENTRANCE &STOREFRONT FRAMING, REFER TODRAWING A8.2

RETURN GYPSUM AT CURTAINWALL MULLION, SEAL ASREQUIRED

REFER TO DRAWING A0.2 FORTYPICAL GYPSUM CEILINGCONSTRUCTION

PROVIDE METAL STUD ANGLEBRACE, MECHANICALLYFASTEN TO STUD BULKHEADAND U/S OF OWSJ

STEEL STUD BULKHEAD ASSEMBLY• ALUMINUM ENTRANCE & STORE FRONT FRAMING• GALVANIZED INSULATED METAL BACK PAN• 152 METAL STUDS @ 400 O.C.• 16 GYPSUM WALL BOARD

1264

905

619

1004

PROVIDE ALUMINUM ENTRANCE &STOREFRONT FRAMING SPIGGOT AS PERMANUFACTURER'S WRITTEN SPECIFICATIONS.PROVIDE 16 EXTERIOR GYPSUM WALL BOARDc/w 152 STEEL STUD @ 400 O.C., MINERALWOOL INSULATION AND 16 GYPSUMWALLBOARD, BACKER ROD AND SEAL ATPERIMETER OF WINDOW OPENING AND ATSTEEL DECK. FOAM IN PLACE STEEL DECKFLUTE




REFER TO CIVIL DRAWINGS FOREXTERIOR ASPHALT WALK ASSEMBLY

GROUND FLOOR

0

ALUMINUM ENTRANCES &STOREFRONT FRAMING,REFER TO DRAWING A8.2

TYPICAL SPIGGOT AT BASE OFALUMINUM WINDOW FRAMING AS PERMANUFACTURER'S WRITTENSPECIFICATIONS

191

ENSURE THAT VAPOUR RETARDER ISCONTINUOUS, TIE AND SEAL INTOALUMINUM WINDOW SYSTEM

PROVIDE 75mm RIGID INSULATION ATFOUNDATION PERIMETER MIN 610mmBELOW FINISHED GRADE

CONCRETE SLAB ON GRADETHICKENING AND FOUNDATION, REFERTO STRUCTURAL FOR THICKNESS,REINFORCEMENT AND LOCATIONS

125 25 230

REFER TO CIVIL FOREXTERIOR ASPHALT WALKCONSTRUCTION

PROVIDE PREFINISHED METAL DRIPFLASHING INSERTED INTO ALUMINUMWINDOW FRAMING. PROVIDE BACKERROD AND SEALANT AT EXTERIOR ANDINTERIOR PERIMETER OPENING,TYPICAL

XR

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C F

C

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1235 4678910

1235 4678910

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25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 10



13/04/201 5 2:39:24 PM

WALL SECTIONS


DRIVE

5733

A5.3

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.3

SECTION @ CENTRAL CORRIDOR - NORTH ENTRY1

1 : 10A5.3

GYMNASIUM & WEST WING BUILDING SECTION3

1 : 10A5.3

SECTION THRU MAIN ENTRANCE CURTAIN WALL2



REFER TO TYPICAL SOFFIT ASSEMBLY 4/A5.6

1 : 10A5.3

SECTION AT ALUMINUM WINDOW FRAME BASE4

14

EW01

REFER TO FLOOR PLANS ANDDRAWING A0.2 FOR TYPICAL WALLCONSTRUCTION ASSEMBLY

ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITEDTOO INTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACES, FOAM INPLACE INSULATION,PREFINISHED METAL DRIPFLASHING, TYPICAL AT ALLWINDOW SILL.

399

90 25 100 16 152 16

ENSURE THAT A/V IS CONTINUOUS,LAP AND SEAL AS REQUIRED, SEALINTO ALUMINUM WINDOWMULLION, TYPICAL AT ALL WINDOWSILLS

PROVIDE 2 - 38x89 P/T WOOD BLOCKING LAGGEDINTO STEEL STUD WALL TIE ALUMINUM WINDOWSPIGGOT TO WOOD BLOCKING, TYPICAL ATWINDOW SILLS AND HEADS

PROVIDE ADDITIONAL LAYER OF 16mm PLYWOODAND 16mm SS (CORIAN) WINDOW SILL, TYPICALAT ALL WINDOW SILLS

14

EW02

REFER TO FLOOR PLANS ANDDRAWING A0.2 FOR TYPICALWALL CONSTRUCTIONASSEMBLY

PROVIDE SLOPED BLOCKING CANTON TOP OF 2 - 38x89 SOLID WOODBLOCKING LAGGED INTO WALL.INSURE THAT A/V IS LAPPED ANDSEAL OVER TWF c/w PREFINISHEDMETAL DRIP EDGE, TYPICAL AT ALLOPENING HEADS

ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL AT ALLHEADS, JAMBS AND SILLS.

RETURN MOULD RESISTANT TYPE 'X'GYPSUM BOARD AT HEADS AND JAMBSOF ALL OPENINGS UNLESS NOTEDOTHERWISE

400

PROVIDE 2 - 38x89 P/T WOOD BLOCKING LAGGEDINTO STEEL STUD WALL, TIE ALUMINUM WINDOWSPIGGOT TO WOOD BLOCKING, TYPICAL ATWINDOW SILLS AND HEADS

22 93 100 16 152 16

T/O STRUCTURE

3900

14

215 92 29

PW02

EW02

500

R01

307

STEEL STRUCTURE(REFER TO STRC)

76

125 MIN

TYPICAL PARAPET CAP ASSEMBLY• 16mm P/T PLYWOOD• P/T WOOD BLOCKING• 16mm P/T PLYWOOD• ROOF MEMBRANES UP AND OVER PARAPET CAP• PREFINISHED METAL CAP FLASHING WITH HOLD

DOWN CLIP @ 400 O.C. ON SIDING AND VENEERSIDE C/W DRIP EDGE BOTH SIDES

REFER TO BUILDING SECTIONS ANDDRAWING A0.2 FOR TYPICAL ROOFCONSTRUCTION ASSEMBLY

REFER TO FLOOR PLANSAND DRAWING A0.2 FORTYPICAL WALLCONSTRUCTION ASSEMBLY

LAP AND SEAL ROOF MEMBRANE AS PERROOFING MANUFACTURER'S WRITTENSPECIFICATIONS

TYPICAL PARAPET CONSTRUCTION ASSEMBLY• 22 HORIZONTAL CORRUGATED METAL SIDING• AIR SPACE• 100 RIGID INSULATION c/w VERTICAL

ADJUSTABLE METAL 'Z' GIRTS @ 400 O.C.• A/V BARRIER• 16 EXTERIOR GLASS-MAT GYPS SHEATHING• 38x89 P/T WOOD FRAME @ 400 O.C.• MINERAL WOOL INSULATION• 16 P/T PLYWOOD• ROOFING MEMBRANES

22 93 100 16 152 16

125 MIN

X

14

EW01

REFER TO FLOOR PLANS ANDDRAWINGS A0.2 FOR TYPICALWALL CONSTRUCTIONASSEMBLY

ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL AT ALLHEADS, JAMBS AND SILLS.

ENSURE THAT A/V BARRIER ISCONTINUOUS, LAP AND SEAL INTOVERTICAL JAMB MULLION, TYPICALAT ALL JAMB LOCATIONS

EXTERIOR PREFINISHED METALDRIP SILL BELOW, TYPICAL AT ALLWINDOW SILLS

INTERIOR P. LAM WINDOWSILL BELOW, TYPICAL ATALL WINDOW SILLS

PROVIDE DOUBLE STUD ATJAMB LOCATIONS TYPICAL ATALL JAMBS, RETURN MOULDRESISTANT TYPE 'X' GYPSUMBOARD AT JAMBS, TYPICAL ATALL WINDOWS

90 25 100 16 152 16 STRUCTURAL HSSCOLUMN, REFER TOSTRUCTURAL DRAWINGS

91 152 168

GROUND FLOOR

0

EW01

300 MIN.

75

610mm MIN.

178 25 169

16152161002590

REFER TO FLOOR PLANS ANDDRAWINGS A0.2 FOR TYPICALWALL CONSTRUCTION ASSEMBLY

ENSURE THAT A/V BARRIER ISCONTINUOUS, LAP AND SEAL ASREQUIRED, TIE IN WITH TWF ATBASE OF WALL c/w PREFINISHEDMETAL DRIP FLASHING

PROVIDE WEEP HOLES AT 1220O.C. c/w MORTAR MESH AT BASEOF WALL, TYPICAL

152 MIN.

CONCRETE SLAB ON GRADE ANDCONCRETE FOUNDATION WALL, REFER TOSTRUCTURAL DRAWINGS FOR THICKNESS,LOCATIONS AND REINFORCEMENT

REFER TO GROUND FLOOR FINISHEDDRAWINGS AND ROOM FINISHSCHEDULES FOR FLOORING AND BASEBOARD MATERIAL

PROVIDE 75 RIGID INSULATION ALONGINTERIOR PERIMETER OF FOUNDATION WALLMIN 600mm IN LENGTH.

PROVIDE 15mil UNDERSLAB VAPOURRETARDER, REFER TO SPECIFICATIONS.TERMINATE VAPOUR RETARDER UP SLABEDGE WITH 12.5mm FIBER BOARD, TYPICAL

T/O STRUCTURE

3900

Z

EW01

R01




TYPICAL PARAPET CONSTRUCTION ASSEMBLY• 90 REMANUFACTURED VENEER MASONRY• AIR SPACE• 100 RIGID INSULATION c/w VERTICAL

ADJUSTABLE METAL 'Z' GIRTS @ 400 O.C.• A/V BARRIER• 16 EXTERIOR GLASS-MAT GYPSUM SHEATHING• 38x89 P/T WOOD FRAME @ 400 O.C.• MINERAL WOOL INSULATION• 16 P/T PLYWOOD• ROOFING MEMBRANES

REFER TO BUILDING SECTIONS AND DRAWING A0.2FOR TYPICAL ROOF CONSTRUCTION ASSEMBLY


16152161002590

STRUCTURAL FRAMING, REFER TO STRUCTURAL

1689161002590

500

125 MIN

125 MIN

9

EW02

EW01


22 93 100 16 152 16

90 25 100 16 152 16

PROVIDE THRU WALL FLASHING AT TOP OF MASONRY,LAP TWF OVER PREFINISHED METAL DRIP FLASHINGAND LAP A/V BARRIER ARE REQUIRED.

PROVIDE SLOPED PREFINISHED METAL DRIP FLASHING ATTOP OF MASONRY, TYPICAL

ENSURE THAT A/V BARRIER IS CONTINUOUS, LAP ANDSEAL AS REQUIRED.

EW01

90 25 100 16 152 16



ALUMINUM DOOR SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL ATALL HEADS, JAMBS AND SILLS.REFER TO ELEVATIONS AND DOORSCHEDULE

RETURN MOULD RESISTANT TYPE 'X'GYPSUM BOARD AT HEADS AND JAMBSOF ALL OPENINGS UNLESS NOTEDOTHERWISE

PROVIDE 2 - 38x89 P/T WOOD BLOCKING LAGGEDINTO STEEL STUD WALL, TIE ALUMINUM WINDOWSPIGGOT TO WOOD BLOCKING, TYPICAL ATWINDOW SILLS AND HEADS

PROVIDE ADDITION STEEL STUDREINFORCEMENT AT WINDOW AND DOORHEADS, REFER TO STRUCTURAL FOR STEELSTUD CONSTRUCTION

PROVIDE HOT DIPPED GALVANIZEDSTEEL LINTEL ABOVE DOOR ANDWINDOW HEADS, TYPICAL ATLOCATIONS WITH FULL MASONRY,REFER TO STRUCTURAL FOR SIZEAND LOCATION

GROUND FLOOR

0

C.9





75173 25 290300150 MIN.

PROVIDE THERMALLY BROKEN ALUMINUMTHRESHOLD, TYPICAL AT ALL EXTERIORDOORS.

50

T/O STRUCTURE

3900

G.3

PW06

EW03

290 100 29 22

TYPICAL PARAPET CONSTRUCTION ASSEMBLY• AIR/VAPOUR BARRIER• 38x89 P/T WOOD FRAMING @ 400 O.C.• MINERAL WOOL INSULATION• 16 P/T PLYWOOD• ROOFING MEMBRANES



PROVIDE PREFINISHED METAL DRIPFLASHING AT T/O PARAPET, LAP THRUWALL FLASHING ON TOP OF PREFINISHEDMETAL DRIP FLASHING, SEAL ASREQUIRED

R01

500 T/O PARAPET

GROUND FLOOR

0

7

300 MIN.

75

EW03

REFER TO FLOOR PLANS ANDDRAWINGS A0.2 FOR TYPICAL WALLCONSTRUCTION ASSEMBLY

ENSURE THAT A/V BARRIER ISCONTINUOUS, LAP AND SEAL ASREQUIRED, TIE IN WITH TWF ATBASE OF WALL c/w PREFINISHEDMETAL DRIP FLASHING





150 MIN.

2229 100 290

128 25 290

C.9

EW03



INSULATED H.M. DOOR SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL AT ALLHEADS, JAMBS AND SILLS. REFERTO ELEVATIONS AND DOORSCHEDULE

STRUCTURAL BOND BEAM ABOVE OPENING,REFER TO STRUCTURAL FOR SIZE, LOCATIONAND REINFORCEMENT

2229 100 290

441

T/O GYM ROOF

9200

7

151 145 45

296

R01

PW03



TYPICAL PARAPET CONSTRUCTION ASSEMBLY• 22 HORIZONTAL CORRUGATED METAL SIDING• AIR SPACE• 100 RIGID INSULATION c/w VERTICAL ADJUSTABLE

METAL 'Z' GIRTS @ 400 O.C.• A/V BARRIER• 190 CONCRETE MASONRY UNIT• ROOFING MEMBRANES

500 T/O PARAPET


REFER TO BUILDING SECTIONS AND DRAWING A0.2FOR TYPICAL ROOF CONSTRUCTION ASSEMBLY

22 29 100 290

2229 100 190


125 MIN

125 MIN

14

PROVIDE MAXTRAKDEFLECTION TRACK

STRUCTURAL STEELBEAM, REFER TOSTRUCTURAL

NEATLY SAWCUTINSULATION ATDEFLECTIONLOCATIONS

EXTEND A/V BARRIERAND LOOP AS SHOWN,TYPICAL ATDEFLECTIONLOCATIONS

STOP/END VERTICAL 'Z'GIRTS AT DEFLECTIONLOCATION

PROVIDE ADDITIONALMETAL FURRING CHANNEL

PROVIDE SEALANT

Z

PROVIDE MAXTRAKDEFLECTION TRACK

STRUCTURAL STEELBEAM, REFER TOSTRUCTURAL

NEATLY SAWCUTINSULATION ATDEFLECTIONLOCATIONS

EXTEND A/VBARRIER ANDLOOP ASSHOWN, TYPICALAT DEFLECTIONLOCATIONS

GROUND FLOOR

0

C.9

CONCRETE SLAB ONGRADE AND CONCRETEFOUNDATION WALL,REFER TO STRUCTURALDRAWINGS FORTHICKNESS, LOCATIONSAND REINFORCEMENT

REFER TO GROUND FLOORFINISHED DRAWINGS ANDROOM FINISH SCHEDULESFOR FLOORING AND BASEBOARD MATERIAL


PROVIDE 15milUNDERSLAB VAPOURRETARDER, REFER TOSPECIFICATIONS.TERMINATE VAPOURRETARDER UP SLABEDGE WITH 12.5mmFIBER BOARD, TYPICAL

PROVIDE THERMALLY BROKENALUMINUM THRESHOLD,TYPICAL AT ALL EXTERIORDOORS.

EXTERIOR DOOR, REFER TOPLANS AND DOOR SCHEDULE.

BLOCK WALL JAMB BEYOND,REFER TO PLANS FOR WALLTYPE.

T/O STRUCTURE

3900

15

REFER TO BUILDING SECTIONSAND DRAWING A0.2 FOR TYPICALROOF CONSTRUCTION ASSEMBLY

TYPICAL PARAPET CAP ASSEMBLY• 16mm P/T PLYWOOD• P/T WOOD BLOCKING• 16mm P/T PLYWOOD• ROOF MEMBRANES UP AND OVER PARAPET

CAP• PREFINISHED METAL CAP FLASHING WITH

HOLD DOWN CLIP @ 400 O.C. ON SIDINGAND VENEER SIDE C/W DRIP EDGE BOTHSIDES


TYPICAL PARAPET CONSTRUCTION ASSEMBLY• 22 HORIZONTAL CORRUGATED METAL SIDING• 194 AIR SPACE c/w VERTICAL ADJUSTABLE METAL

'Z' GIRTS @ 400 O.C.• 16 EXTERIOR GLASS-MAT GYPSUM SHEATHING• 38x89 P/T WOOD FRAMING @ 400 O.C.• MINERAL WOOL INSULATION• 16 P/T PLYWOOD SHEATHING• ROOFING MEMBRANES


PW04

22194 16 89 16

PREFINISHED METAL DRIP FLASHING,COLOUR TO MATCH SIDING

REFER TO TYPICAL SOFFITASSEMBLY

125 MIN

125 MIN

XR

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C F

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F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 10



13/04/201 5 2:39:32 PM

SECTION DETAILS


DRIVE

5734

A5.4

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.4

TYP. GLAZING SILL DETAIL @ STUD WALL4

1 : 10A5.4

TYP. GLAZING HEAD DETAIL @ METAL CLADDING2

1 : 10A5.4

TYP. PARAPET DETAIL @ METAL CLADDING1

1 : 10A5.4

TYP. GLAZING JAMB @ STUD3

1 : 10A5.4

TYP. MASONRY DETAIL @ BASE5

1 : 10A5.4

TYP. PARAPET DETAIL @ MASONRY6

1 : 10A5.4

TYP. DETAIL @ MASONRY & CORRUGATED PANEL TRANSITION7

1 : 10A5.4

TYP. DETAIL @ DOOR HEAD8

1 : 10A5.4

TYP. DETAIL @ DOOR SILL9

1 : 10A5.4

TYP. CURB DETAIL ALONG BASE OF GYMNASIUM WALL @ MAIN ROOF11

1 : 10A5.4

TYP. BASE DETAIL @ GYNASIUM13

1 : 10A5.4

TYP. HEADER DETAIL @ MASONRY BLOCK - GYMNASIUM12

1 : 10A5.4

TYP. PARAPET DETAIL @ GYNASIUM10

1 : 10A5.4

TYP. SECTION DETAIL - DEFLECTION AT SIDING15

1 : 10A5.4

TYP. SECTION DETAIL - DEFLECTION AT MASONRY16

1 : 10A5.4

TYP. SECTION DETAIL AT GYM EXTERIOR DOOR17

1 : 10A5.4

TYP. SECTION AT CANOPY PARAPET14



T/O STRUCTURE

3900

REFER TO BUILDING SECTIONS ONDWG A4.3 FOR DESCRIPTION OFROOF CONSTRUCTION

REFER TO DWG A0.02 FOR TYPICALWALL CONSTRUCTION SCHEDULE

STRUCTURAL OWSJ, REFER TOSTRUCTURAL DRAWINGS FOR SIZE,LOCATION AND REINFORCEMENT

PROVIDE SEALANT AND MINERALWOOL INSULATION SMOKE SEALBETWEEN FLUTES AT TOP OF STEELSTUD WALL, TYPICAL

TYPICAL DEFLECTION TRACK AT TOPOF WALL & U/S OF STRUCTURALOWSJ

STRUCTURAL STEEL DECK, REFER TOSTRUCTURAL DRAWINGS.

P04

16 152 16

164111116

PROVIDE BREAK AT GYPSUM BOARDAND DEFLECTION TRACK LOCATION.FILL GAP WITH SEALANT, TYPICAL

R01

PROVIDE METAL FURRINGCHANNELS c/w 16 GYPSUM WALLBOARD, TYPICAL AT ALLLOCATIONS

T/O STRUCTURE

3900

T

REFER TO STRUCTURAL

STRUCTURAL OWSJ

P01

16 41 121 41 16

190



STRUCTURAL OWSJ AND FRAMING,REFER TO STRUCTURAL DRAWINGSFOR SIZE, LOCATION ANDREINFORCEMENT


75x150x6.4 ANGLE 150 LONG, EACHSIDE OF BLOCK AND WELDED TO U/SOF OWSJ @ 1200 O.C.


PROVIDE SEALANT AND BATTINSULATION SMOKE SEAL BETWEENBLOCK WALL AND GYPSUM BOARD

SMOKE STOP CONNECTION OF ANGLEAND GYPSUM BOARD ALL SIDES,TYPICAL

R01


T/O STRUCTURE

3900

P01




PROVIDE SEALANT AND MINERALWOOL FOR SMOKE SEAL BETWEENBLOCK WALL AND U/S OF DECK,TYPICAL


102x76x6.4 150 LONG EACH SIDE OFBLOCK WALL, REFER TOSTRUCTURAL

190

477

CLEAR SPACE BELOW C CHANNELBEYOND FILLED WITH MINERALWOOL AND CAULKED TO SEAL

C100x8 WELDED TO OWSJ ON EACHSIDE OF BLOCK WALL, REFER TOSTRUCTURAL

PROVIDE SEALANT AND MINERALWOOL FOR SMOKE SEAL BETWEENDECK FLUTES, TYPICAL

R01

T/O STRUCTURE

3900

PROVIDE SEALANT AND MINERAL WOOLINSULATION SMOKE SEAL BETWEEN

FLUTES AT TOP OF STEEL STUD WALL,TYPICAL

STRUCTURAL STEEL DECK, REFERTO STRUCTURAL DRAWINGS.

TYPICAL DEFLECTION TRACK AT TOPOF WALL & U/S OF STRUCTURAL DECK.

REFER TO DWG A3.2a FOR TYPICALWALL CONSTRUCTION SCHEDULE


REFER TO BUILDING SECTIONS ONDWG A4.3 FOR DESCRIPTION OF

ROOF CONSTRUCTION

P03

169216

T/O STRUCTURE

3900

PROVIDE CONTIN. BEAD OF FIRE RATEDSEALANT AND MINERAL WOOL FORSMOKE SEAL BETWEEN STUD WALL

AND U/S OF DECK, TYP.

PROVIDE FIRE RATED SEALANT ANDBATT INSULATION SMOKE SEAL

BETWEEN BLOCK WALL AND GYP. BD.

152x89x7.9 ANGLE ALONGONE SIDE OF BLOCK WALL,REFER TO STRUCTURAL

STEEL ANGLE ATUNDERSIDE OF OWSJ,REFER TO STRUCTURAL

PROVIDE CONTIN. BEAD OF FIRERATED SEALANT ALONG EDGE OF

FIRE RATED WALL

P08

P01

R01

SHAFT WALL, REFER TO DRAWINGSA0.02 FOR TYPICAL WALL

CONSTRUCTION SCHEDULE

16 37 25

190

DASHED LINE DENOTESFIRE SEPARATION OF 1 HR

OWSJ, REFER TOSTRUCTURAL FOR SIZEAND LOCATION

T/O STRUCTURE

3900

10

190

P01



STRUCTURAL OWSJ AND BEAMS,REFER TO STRUCTURALDRAWINGS FOR SIZE, LOCATIONAND REINFORCEMENT


PROVIDE STEEL ANGLES WELDEDTO U/S OF STRUCTURAL BEAM,REFER TO STRUCTURAL, TYPICAL

CUT CONCRETE BLOCK ASREQUIRED

38


12 41 126 41 16


XR

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C F

C

C F

C

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FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 5



13/04/201 5 2:39:40 PM

SECTION DETAILS


DRIVE

5735

A5.5

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 5A5.5

TYP. DETAIL AT STEEL STUD WALL AND OWSJ3

1 : 5A5.5

TYP. DETAIL BLOCK WALL AND OWSJ2

1 : 5A5.5

DETAIL @ MASONRY BLOCK TO u/s OF ROOF DECK6

1 : 5A5.5

DETAIL @ STUD TO u/s OF ROOF DECK1

1 : 5A5.5

TYPICAL DETAIL AT GYM STORAGE WALL5

1 : 5A5.5

TYP. DETAIL AT BLOCK WALL AND STRUCTURAL BEAM4



T/O STRUCTURE

3900

38

REFER TO STRUCT.



STRUCTURAL OWSJ, REFER TOSTRUCTURAL DRAWINGS FORSIZE, LOCATION ANDREINFORCEMENT


102x76x6.4 150 LONG EACH SIDE OFBLOCK WALL WELDED TOSTRUCTURAL BEAM

CUT CONCRETE BLOCK ASREQUIRED

190P01

R01



12 41 126 41 16

14

EW04

SUSPENSION WIRE

22 193 16 152

TYPICAL SOFFIT ASSEMBLY• PREFORMED PREFINISHED SOFFIT PANELS• 22mm THK FURRING @ 400 O.C.• 38mm METAL FURRING @ 400 O.C. PERPENDICULAR TO 22 FURRING• 152mm METAL STUD FRAMING @ 400 O.C.• PROVIDE ALL NECESSARY PREFINISHED PERIMETER FLASHING

PREFINISHED METALDRIP FLASHING

PROVIDE P/T CANTSTRIP LAP A/V ASREQUIRED.

REFER TO DRAWING A0.2 FORTYPICAL WALL ASSEMBLIES

EW01

90 25 100 16 152 16SOFFIT

ANGLE MOULDING

SUSPENSION WIRE

MASONRY TO BE TERMINATED NOMORE THAN A SINGLE COURSE

AFTER SOFFIT ASSEMBLY

TYPICAL SOFFIT ASSEMBLY• PREFORMED PREFINISHED SOFFIT PANELS• 22mm THK FURRING @ 400 O.C.• 38mm METAL FURRING @ 400 O.C. PERPENDICULAR

TO 22 FURRING• 152mm METAL STUD FRAMING @ 400 O.C.• PROVIDE ALL NECESSARY PREFINISHED PERIMETER

FLASHING

T/O STRUCTURE

3900

WREFER TO BUILDING SECTIONS ONDWG A4.3 FOR DESCRIPTION OFROOF CONSTRUCTION


STRUCTURAL BEAM, REFER TOSTRUCTURAL DRAWINGS FORSIZE, LOCATION ANDREINFORCEMENT

STRUCTURAL STEEL DECK,REFER TO STRUCTURALDRAWINGS.



R01

P04



16 152 16

16 41 70 41 16

T/O STRUCTURE

3900




STRUCTURAL STEEL DECK,REFER TO STRUCTURALDRAWINGS.



R01

16 152 16

P04

PROVIDE SEALANT AT ALLPENETRATIONS, TYPICAL

T/O STRUCTURE

3900

16 152 16



STRUCTURAL OWSJ AND BEAMS,REFER TO STRUCTURALDRAWINGS FOR SIZE, LOCATIONAND REINFORCEMENT



P04

CUT AND FIT GYPSUM BOARDAROUND DECK FLUTES, SEAL ASREQUIRED, TYPICAL

PROVIDE FURRING CHANNELS ASREQUIRED.

10.8

SEAL AROUND PERIMETER OF BEAMPENETRATION, TYPICAL.

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 5



13/04/201 5 2:39:48 PM

SECTION DETAILS


DRIVE

5736

A5.6

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 5A5.6

TYP. DETAIL AT BLOCK WALL AND OWSJ1

1 : 5A5.6

WALL BASE TO SOFFIT TRANSITION4

1 : 5A5.6

SOFFIT TO WALL TRANSITION5

1 : 5A5.6

TYP. DETAIL AT STEEL STUD WALL AND BEAM2

1 : 5A5.6

TYP. STEEL STUD WALL AT OWSJ3

1 : 5A5.6

TYP. DETAIL AT MULTIPURPOSE BULKHEAD HEAD6



12.2

P04

SUSPENSION WIRE

371

16 152 111 92

SUSPENDED ACOUSTICAL CEILINGTILE REFER TO REFLECTEDCEILING PLAN

STRUCTURAL STEEL COLUMN,REFER TO STRUCTURALDRAWINGS FOR SIZE, LOCATIONSAND REINFORCEMENT (PRIMEAND PAINT)

GYPSUM BULKHEAD RETURN,NEATLY SAWCUT GYPSUMBOARD AROUND STEELCOLUMN. PROVIDE ADDITIONALMETAL STUDFURRING/BLOCKING TOSUPPORT GYPSUM WALLBOARDWITH STEEL COLUMN, TYPICAL

A.F.F.

C02

2600 mm

152

387

16 GYPSUM BOARD ON 92 STEELSTUDS @ 400 O.C.

T/O STRUCTURE

3900

A.F.F.

C01

2900 mm

P04

P04

1521332152

984

STEEL JOIST(REFER TO STRC)

TERMINATE GYP. BD.150mm BEYOND CEILING FINISH

FOLDING PARTITION DOOR TRACK- REFER TO MANUFACTURERSMANUAL FOR INSTALL

2000 +/-

SIM

SIMSTRUCTURAL CONNECTIONAS PER FOLDING PARTITIONMANUFACTURER'S WRITTENSPECIFICATIONS

STRUCTURALFRAMING, REFER TOSTRUCTURAL

P04

A.F.F.

C02

2600 mm

CONTIN. BEAD OF CAULKINGAROUND EDGE - TYP.

SUSPENDED ACOUSTICALCEILING TILE REFER TO

REFLECTED CEILING PLAN

T/O STRUCTURE

3900

22

16152

TYPICAL BULKHEAD ASSEMBLY:• UNISTRUT SUSPENSION SYSTEM BETWEEN STRUCTURAL BEAMS• HANGER WIRE• 152 METAL FURRING CHANNELS AT 610 O.C.• 22 FURRING CHANNELS (PERPENDICULAR) @ 400 O.C.• 16 GYPSUM BOARD CEILING

190

1000

CURVED EDGE TO BE CONSTRUCTEDOF TWO (2) LAYERS OF 1/2" GYPSUMBOARD, REFER TO REFLECTEDCEILING PLAN

STRAIGHT EDGE, REFER TOREFLECTED CEILING PLAN

5.45.45.4

304

136168

188

EW02

229310016152152PROVIDE SLOPED BLOCKINGCANT ON TOP OF 2 - 38x89 SOLIDWOOD BLOCKING LAGGED INTOWALL. INSURE THAT A/V ISLAPPED AND SEAL OVER TWF c/wPREFINISHED METAL DRIP EDGE,TYPICAL AT ALL OPENING HEADS

ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL ATALL HEADS, JAMBS AND SILLS.


A.F.F.

C02

2600 mm

SUSPENSION WIRE

HSS HEADERREFER STRC.

PROVIDE 2 - 38x89 P/T WOODBLOCKING LAGGED INTO STEELSTUD WALL, TIE ALUMINUMWINDOW SPIGGOT TO WOODBLOCKING, TYPICAL AT WINDOWSILLS AND HEADS

SUSPENDED ACOUSTICALCEILING TILE REFER TO

REFLECTED CEILING PLAN

305

4.3

A.F.F.

C02

2600 mm

STEEL BEAMREFER TO STRC.

PROVIDE CONTIN. BEAD OFCAULKING ALONG EDGE BOTH SIDES

STEEL PLATE WELDEDTO u/s OF BEAM ACROSS

SPAN OF GLAZING, REFER TOSTRUCTURAL

P02

145 145

SUSPENDED ACOUSTICALCEILING TILE REFER TOREFLECTED CEILING PLAN

PROVIDE 90 INFILL BLOCKCUT TO SUIT

4.3

169216

300

SUSPENDED ACOUSTICALCEILING TILE, REFER TOREFLECTED CEILINGPLANS

SUSPENDED ACOUSTICALCEILING TILE, REFER TOREFLECTED CEILINGPLANS

A.F.F.

C02

2600 mm

A.F.F.

C02

2900 mm

SUSPENSION WIRE

300

730

P03

P03

A.F.F.

C01

2300 mm

438

U/S OF OWSJ

MECHANICALLYFASTENED STEEL STUDBULKHEAD TO U/S OFOWSJ

PROVIDE 16mm GYPSUMWALL BOARD AND 92STEEL STUD @ 400 O.C.

PROVIDE 2 pc P/T BLOCKING,COORDINATE SIZE WITHELECTRICAL, WRAPPED IN A/VBARRIER AND MOUNTED TOGALVANIZED METAL SUPPORTSFASTENED TO BLOCK WALL

PROVIDE PREFINISHED METALHEAD, JAMB AND DRIP FLASHINGSAROUND PERIMETER OFEXTERIOR LIGHT SUPPORTBLOCK. PROVIDE CONTINUOUSCAULKING. UPON COMPLETIONENSURE A WATER TIGHT SEAL.

CONFIRM WITH OWNER/CONSULTANTPRIOR TO INSTALLATION OF

BLOCKING.

EXTERIOR LIGHTING REFER TOELECTRICAL

NEATLY CUT TO FIT RIGIDINSULATION AROUND BLOCKINGAND WITHIN METAL SUPPORTS.INFILL GAPS, SEAMS, AND JOINTSWITH FOAM IN PLACE INSULATION

T/O STRUCTURE

3900

B.9



PROVIDE 2 - 38x89 P/T WOODBLOCKING LAGGED INTOSTEEL STUD WALL, TIEALUMINUM WINDOW SPIGGOTTO WOOD BLOCKING, TYPICALAT WINDOW SILLS AND HEADS

PROVIDE HOT DIPPED GALVANIZEDSTEEL LINTEL ABOVE DOOR ANDWINDOW HEADS, TYPICAL ATLOCATIONS WITH FULL MASONRY,REFER TO STRUCTURAL FOR SIZEAND LOCATION

MECHANICAL LOUVER, REFER TOMECHANICAL. PROVIDE BACKER RODAND SEALANT AROUND PERIMETEROF LOUVER, TYPICAL

TYPICAL DEFLECTION TRACKAT THE BOTTOM OF STEELBEAM.

RETURN A/V BARRIER AND SEALAS REQUIRED.

B.9


ENSURE THAT A/V IS CONTINUOUS,LAP AND SEAL AS REQUIRED, SEALINTO ALUMINUM WINDOWMULLION, TYPICAL AT ALL WINDOWSILLS

PROVIDE 2 - 38x89 P/T WOOD BLOCKING LAGGEDINTO STEEL STUD WALL TIE ALUMINUM WINDOWSPIGGOT TO WOOD BLOCKING, TYPICAL ATWINDOW SILLS AND HEADS

PROVIDE BACKER ROD ANDSEALANT AROUND PERIMETER OFOPENING, TYPICAL



REFER TO FLOOR PLANS ANDDRAWINGS A0.2 FOR TYPICALWALL CONSTRUCTIONASSEMBLY

ENSURE THAT A/V BARRIER ISCONTINUOUS, LAP AND SEAL INTOVERTICAL JAMB MULLION, TYPICALAT ALL JAMB LOCATIONS

PROVIDE DOUBLE STUD ATJAMB LOCATIONS TYPICAL ATALL JAMBS, TYPICAL AT ALLWINDOWS



PROVIDE BACKER ROD ANDSEALANT AROUND PERIMETEROPENING

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:39:57 PM

SECTION DETAILS


DRIVE

5737

A5.7

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.7

TYP. BULKHEAD @ MULTI-PURPOSE AREA1

1 : 10A5.7

DETAIL @ FOLDING PARTITION HEAD7

1 : 5A5.7

TYP. DETAIL @ INT. GLAZING HEADER4

1 : 10A5.7

SECTION DETAIL - CENTRAL BULKHEAD2

1 : 10A5.7

TYP. SECTION DETAIL - ADMIN CEILING5

1 : 10A5.7

SECTION DETAIL - INTERIOR WINDOW HEAD AT GYM6

1 : 10A5.7

TYP. SECTION DETAIL - CORRIDOR BULKHEAD8

1 : 10A5.7

SECTION @ RECEPTION BULKHEAD3



1 : 10A5.7

TYPICAL EXTERIOR LIGHT MOUNTING DETAIL9

1 : 10A5.7

TYPICAL SECTION AT LOUVER HEAD10

1 : 10A5.7

TYPICAL SECTION AT LOUVER SILL12

1 : 10A5.7

TYPICAL DETAIL AT LOUVER JAMB11

Z

Z

9 9

16 152 16 100 25 90

168

152

91

EW01

TYPICAL SOLID SURFACEWINDOW SILL c/w 19mmPLYWOOD SUBSTRATE

PROVIDE DOUBLE STUDAT JAMB LOCATIONSTYPICAL. RETURNGYPSUM BOARD ATJAMBS.

PREFINISHED METALWINDOW SILL DRIPFLASHING

ALUMINUM WINDOW SYSTEMINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL ATALL HEADS, JAMBS AND SILLS.REFER TO A8 DRAWING SERIES

PROVIDE MIN 150 LAP IN A/VBARRIER AT CORNER, SEAL ASREQUIRED, TYPICAL AT ALLCORNER

STRUCTURAL HSS COLUMN,REFER TO STRUCTURAL FORSIZE, LOCATION ANDREINFORCEMENT, TYPICAL

REFER TO FLOOR PLANSAND DRAWING A0.2 FORTYPICAL WALLCONSTRUCTIONASSEMBLIES

Y

Y

P01

P04

190

16 152 16

146

500

190

PROVIDE SEALANT AT GYPSUMBOARD AND BLOCK, SEALANT TOMATCH PAINT COLOUR, TYPICAL

PROVIDE BULLNOSE BLOCKTYPICAL AT ALL EXTERIORCORNERS

REFER TO FLOOR PLANS ANDDRAWING A0.2 FOR TYPICAL WALLCONSTRUCTION ASSEMBLIES

HOLLOW METAL INTERIOR GLAZEDSCREEN, REFER TO A8 SERIES DRAWINGS.PROVIDE SEALANT AROUND PERIMETEROPENING, TYPICAL AT ALL JAMBS ANDHEADS

10.8 10.8

REFER TO SHOP DRAWINGS

711 +/-

REFER TO SHOP DRAWINGS

559 +\-

DASHED LINE DENOTES APPROXIMATE AREA OFFOLDING PARTITION STORAGE

P04

P04

P04

FOLDING POCKET DOOR BY MANUFACTURER

16 152 16 16 152 16

16152

16

BREAK GYPSUM BOARD AT CENTER LINE OFFOLDING PARTITION POCKET, PROVIDEACOUSTICAL SEALING, PROVIDE ADDITIONALFRAMING AS PER MANUFACTURER'S WRITTENSPECIFICATIONS, TYPICAL

LINE DENOTES CENTERLINE OF FOLDINGPARTITION DOOR

REFER TO FLOOR PLANS AND DRAWINGA0.2 FOR TYPICAL WALL CONSTRUCTIONASSEMBLIES

PROVIDE S.S CORNERGUARDS AT ALL EXTERIORGYPSUM CORNERS, TYPICAL

PROVIDE S.S. CORNERGUARDS AT ALL EXTERIOR

GYPSUM CORNERS, TYPICAL

9 9

209 20916 152 16TYPICAL SOLID SURFACE

WINDOW SILL c/w 19mmPLYWOOD SUBSTRATE

PROVIDE DOUBLE STUDAT JAMB LOCATIONS,TYPICAL. RETURNGYPSUM BOARD ATJAMBS, TYPICAL.


SPANDREL PANEL c/w INSULATEDBACK PAN.

P04

ALUMINUM WINDOW SYSTEM, REFER TOWINDOW ELEVATIONS ON A8 DRAWINGSERIES

168

152

78

REFER TO FLOOR PLANS ANDDRAWING A0.2 FOR TYPICALWALL CONSTRUCTIONASSEMBLIES

W

W

9 9




SPANDREL PANEL c/w INSULATEDBACK PAN, REFER TOSPECIFICATIONS

ALUMINUM WINDOW SYSTEM, REFER TOWINDOW ELEVATIONS ON A8 DRAWINGSERIES


209 16 152 16 209

P04

168

152

78

STRUCTURAL HSS COLUMN, REFER TOSTRUCTURAL FOR SIZE, LOCATION ANDREINFORCEMENT

W

W

11 11190

16 152 16

19

P04

138

154

PROVIDE 19 ABUSE RESISTANTGYPSUM BOARD ADHERED TOSTRUCTURAL COLUMN c/wCONTINUOUS METAL 'J' TRIMEITHER SIDE, TYPICAL AT ALLLOCATIONS. ENSURE GYPSUMBOARD IS FLUSH AND EVEN TOADJACENT CONCRETE BLOCK

P01

STRUCTURAL HSS COLUMN,REFER TO STRUCTURAL FOR SIZE,LOCATION AND REINFORCEMENT


CUT MASONRY BLOCK TOSUIT, REFER TOSTRUCTURAL FOR MINIMUMBEARING

TYPICAL HOLLOW METALWRAP AROUND FRAME,REFER TO DOOR JAMBDETAILS AND DOORSCHEDULE ON DRAWING A8.1



T

T

90 25 100 16 152 16

90 49 92 152 16

P05

EW01

ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIORCONTINUOUS SEALANT, BACKERROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL ATALL HEADS, JAMBS AND SILLS.REFER TO A8 DRAWING SERIES

PROVIDE 20mm GAP AT CURTAINWALL MULLION JAMB TO ALLOWFOR A/V BARRIER TO TIE INTOWINDOW MULLION. ENSURE THATA/V IS CONTINUOUS, LAP AND SEALAS REQUIRED

PROVIDE 150mm RIGIDINSULATION AND EXTERIORGLASS-MAT GYPSUMSHEATHING, TYPICAL


T

T

11 11

PROVIDE 19 ABUSE RESISTANTGYPSUM BOARD ADHERED TOSTRUCTURAL COLUMN c/wCONTINUOUS METAL 'J' TRIMEITHER SIDE, TYPICAL AT ALLLOCATIONS


190 39 152 16

190

P06

P01




PROVIDE ACOUSTICAL SEALANTAT GYPSUM BOARD AND BLOCK,SEALANT TO MATCH PAINTCOLOUR, TYPICAL

PROVIDE BULLNOSE BLOCKTYPICAL AT ALL EXTERIORCORNERS

T

T

12 12

190

190

P01


STRUCTURAL HSS COLUMN, REFERTO STRUCTURAL FOR SIZE,LOCATION AND REINFORCEMENT



190

190

PROVIDE S.S. CORNERGUARDS AT ALL EXTERIORGYPSUM CORNERS, TYPICAL

T

T

10 10

P06

P05

190 41 152 16

90 49 92 152 16

146

REFER TO FLOOR PLANSAND DRAWING A0.2 FORTYPICAL WALLCONSTRUCTION ASSEMBLIES

HOLLOW METAL INTERIOR GLAZEDSCREEN, REFER TO A8 SERIESDRAWINGS. PROVIDE SEALANT AROUNDPERIMETER OPENING, TYPICAL AT ALLJAMBS AND HEADS

PROVIDE SEALANT BETWEEN DECORATIVEMASONRY UNIT AND CONCRETE BLOCK UNITAT JAMB OF GLAZED VESTIBULE SCREEN

9 9

S

S

ALUMINUM WINDOW SYSTEMc/w INCLUDING BUT NOTLIMITED TO INTERIOR ANDEXTERIOR CONTINUOUSSEALANT, BACKER ROD, SHIMS,SPACERS, FOAM IN PLACEINSULATION, TYPICAL AT ALLHEADS, JAMBS AND SILLS.REFER TO A8 DRAWING SERIES




16 152 92 49 90

16 152 16 100 25 90EW01

P05

STRUCTURAL HSS COLUMN, REFERTO STRUCTURAL FOR SIZE,LOCATIONS AND REINFORCEMENT.

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 10



13/04/201 5 2:40:06 PM

PLAN DETAILS


DRIVE

5738

A5.8

ARCHITECTURAL

AB

RT

BW/KS

142-12403-00 APRIL 2015

1 : 10A5.8

PLAN DETAIL1

1 : 10A5.8

PLAN DETAIL2

1 : 10A5.8

PLAN DETAIL3

1 : 10A5.8

PLAN DETAIL4

1 : 10A5.8

PLAN DETAIL5

1 : 10A5.8

PLAN DETAIL6

1 : 10A5.8

PLAN DETAIL10

1 : 10A5.8

PLAN DETAIL7

1 : 10A5.8

PLAN DETAIL8

1 : 10A5.8

PLAN DETAIL9

1 : 10A5.8

PLAN DETAIL11



S

S

10 10




PROVIDE SEALANT ATGYPSUM BOARD ANDBLOCK, SEALANT TOMATCH PAINT COLOUR,TYPICAL



19

190

16 152 92 49 90

56

100

CUT CONCRETE MASONRY UNITTO SUIT TO CONCEAL JOINT ATDECORATIVE MASONRY

HOLLOW METAL INTERIOR GLAZED SCREEN,REFER TO A8 SERIES DRAWINGS. PROVIDESEALANT AROUND PERIMETER OPENING,TYPICAL AT ALL JAMBS AND HEADS

146

S

S

500

590

500

590

190

190

190

176

190

176

P01

P01

P01

P01

P01 DRINKINGFOUNTAIN, REFERTO MECHANICAL

PROVIDE ENDBLOCK c/wBULLNOSECORNER




190

P01


146

146

190

16 152 16 100 25 90


EW01

P01

PROVIDE DOUBLE STUDAT JAMB LOCATIONSTYPICAL. RETURNGYPSUM BOARD ATJAMBS.

ALUMINUM WINDOW SYSTEM INCLUDINGBUT NOT LIMITED TO INTERIOR ANDEXTERIOR CONTINUOUS SEALANT,BACKER ROD, SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICAL AT ALLHEADS, JAMBS AND SILLS. REFER TO A8DRAWING SERIES


CUT DECORATIVE MASONRYUNIT TO SUIT

PROVIDE SEALANT ATGYPSUM BOARDTERMINATION, TYPICAL

PROVIDE THERMALLY BROKENALUMINUM THRESHOLD AT EXTERIORDOOR, TYPICAL

M

8

90 25 100 16 152 48 202 16

EW01

P04

152

168

152





P05

TYPICAL EXPANSION JOINT,PROVIDE MASONRY TIES ON BOTHSIDES OF EXPANSION JOINT,BACKER ROD AND SEAL, TYPICAL DASHED LINE DENOTES LOCATION OF

EXPANSION JOINT

STRUCTURAL HSS COLUMNS, REFERTO STRUCTURAL FOR SIZE,LOCATION AND REINFORCEMENT

M

1019

190

90 49 92 152 48 202 16

P04P05


STRUCTURAL HSS COLUMNS,REFER TO STRUCTURAL FOR SIZE,LOCATION AND REINFORCEMENT





DASHED LINE DENOTES LOCATION OFEXPANSION JOINT

PROVIDE SEALANT ATGYPSUM BOARD ANDBLOCK, SEALANT TOMATCH PAINT COLOUR,TYPICAL

PROVIDE VERTICAL EXPANSIONJOINT CAP, REFER TOSPECIFICATIONS

146


PROVIDE DOUBLE HOLLOW METAL FRAMEAT EXPANSION JOINT LOCATION, SEALVERTICAL JOINT, TYPICAL


BREAK GYPSUM BOARD AT CENTER LINE OFFOLDING PARTITION POCKET, PROVIDEACOUSTICAL SEALING, PROVIDE ADDITIONALFRAMING AS PER MANUFACTURER'S WRITTENSPECIFICATIONS, TYPICAL

FOLDING PARTITION, REFER TOSPECIFICATIONS


PROVIDE VERTICAL EXPANSIONJOINT CAP, REFER TOSPECIFICATIONS

P04

16152

16



15

P04

284 307

168

152




SPANDREL PANEL c/w INSULATEDBACK PAN, REFER TOSPECIFICATIONS

ALUMINUM WINDOW SYSTEM,REFER TO WINDOW ELEVATIONSON A8 DRAWING SERIES


STRUCTURAL HSS COLUMNS, REFER TOSTRUCTURAL FOR SIZE, LOCATION ANDREINFORCEMENT

TYPICAL EXPANSION JOINT,REFER TO MANUFACTURER'SWRITTEN SPECIFICATIONS ANDDETAILS


16 152 16

K.5

P05

EW0190 25 100 16 152 16

90 49 92 152 16





STRUCTURAL HSS COLUMN, REFERTO STRUCTURAL FOR SIZE,LOCATION AND REINFORCEMENT

50 50TO SUIT GAS PIPE

GAS PIPE

TO SUIT

MASONRY VENEER

16 ga. BAFFLE

FASTEN THE STEELBAFFLE TO MASONRYVENEER USING HILTICONNECTORS HY-20

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:40:15 PM

PLAN DETAILS


DRIVE

5739

A5.9

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.9

PLAN DETAIL1

1 : 10A5.9

PLAN DETAIL2

1 : 10A5.9

PLAN DETAIL3

1 : 10A5.9

PLAN DETAIL4

1 : 10A5.9

PLAN DETAIL5

1 : 10A5.9

PLAN DETAIL6

1 : 10A5.9

PLAN DETAIL7

1 : 10A5.9

PLAN DETAIL8

1 : 10A5.9

PLAN DETAIL9

1 : 10A5.9

PLAN DETAIL10



1 : 5A5.9

TYPICAL GAS PIPE COVER11

C

2

EW01EW01

16152

16100

1001615216

P09

90

25

152

16

99




I

1.9

P05P01

P01 16152

92

HM METAL WRAPAROUND DOOR FRAME

, REFER TO 2/A8.1PROVIDE SEALANT ATGYPSUM BOARDTERMINATION, TYPICAL


190

F

2

P01

146

190

190



6

P01

EW01

16152161002590

DASHED LINE DENOTES A/VBARRIER. ENSURE THATA/V IS CONTINUOUS, SEALAND TAP AS REQUIRED


190


I

1.2

EW01

EW01

P05

184

215

201

198

184 215

ALUMINUM WINDOW SYSTEMc/w INCLUDING BUT NOTLIMITED TO INTERIOR ANDEXTERIOR CONTINUOUSSEALANT, BACKER ROD,SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICALAT ALL HEADS, JAMBS ANDSILLS. REFER TO A8DRAWING SERIES






EW01

EW01

90

2510016

152

16

P01

5.4 190

ALUMINUM WINDOW SYSTEMc/w INCLUDING BUT NOTLIMITED TO INTERIOR ANDEXTERIOR CONTINUOUSSEALANT, BACKER ROD,SHIMS, SPACERS, FOAM INPLACE INSULATION, TYPICALAT ALL HEADS, JAMBS ANDSILLS. REFER TO A8DRAWING SERIES







T

P01

EW01

190

90 25 100 16 152 16




PROVIDE DOUBLE STUD ATJAMB LOCATIONS, TYPICAL.RETURN GYPSUM BOARD ATJAMBS, TYPICAL.

PROVIDE 2 - 38 x 89 P/T SOLIDBLOCKING AT DOOR JAMBFASTENED TO WALL. WRAPA/V AROUND BLOCKING ANDSEAL TO INSULATED HMFRAME.

INSULATED HM EXTERIORDOOR FRAME FASTENED TOWOOD BLOCKING, SEAL ATINTERIOR AND EXTERIORPERIMETER OF OPENING,TYPICAL

PROVIDE THERMALLY BROKENALUMINUM THRESHOLD,TYPICAL

G.3

EW03

EW01

P02

290

100

29

22

16152161002590

290




PROVIDE PRE FINISHEDMETAL 'J' TRIM AT SIDINGTERMINATION, PROVIDECONTINUOUS SEALANT,TYPICAL

STRUCTURAL HSS COLUMNS,REFER TO STRUCTURAL FORSIZE, LOCATION ANDREINFORCEMENT

7

G.3

EW03

EW03

PROVIDE PRE FINISHED METALEXTERIOR CORNER, COLOR TOMATCH SIDING

290

100

29

22

290 100 29 22



J

5.4

STRUCTURAL HSS COLUMNS, REFER TOSTRUCTURAL FOR SIZE, LOCATION ANDREINFORCEMENT.

TYPICAL SOLID SURFACE WINDOWSILL c/w 19mm PLYWOOD SUBSTRATE

152 168

152

168

PREFINISHED METAL WINDOWSILL DRIP FLASHING

J

EW01

97

1810016

152

16




ALUMINUM WINDOW SYSTEM c/wINCLUDING BUT NOT LIMITED TOINTERIOR AND EXTERIOR CONTINUOUSSEALANT, BACKER ROD, SHIMS,SPACERS, FOAM IN PLACE INSULATION,TYPICAL AT ALL HEADS, JAMBS ANDSILLS. REFER TO A8 DRAWING SERIES


STRUCTURAL HSSCOLUMNS, REFER TOSTRUCTURAL FOR SIZE,LOCATION ANDREINFORCEMENT


REFER TO DRAWING A8.2 FOREXTERIOR GLAZING ELEVATIONSAND INFORMATION

4

P01

16 92

22

152

25

90

P03

PROVIDE CONTIN. BEADOF CAULKING ALONG EDGE


TYPICAL GRAB BAR REFER TOWASHROOM ELEVATIONS AND

PLANS


190


XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

1 : 10



13/04/201 5 2:40:24 PM

PLAN DETAILS


DRIVE

5740

A5.10

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 10A5.10

PLAN DETAIL1

1 : 10A5.10

PLAN DETAIL2

1 : 10A5.10

PLAN DETAIL3

1 : 10A5.10

PLAN DETAIL6

1 : 10A5.10

PLAN DETAIL4

1 : 10A5.10

PLAN DETAIL5

1 : 10A5.10

PLAN DETAIL7

1 : 10A5.10

PLAN DETAIL8

1 : 10A5.10

PLAN DETAIL9

1 : 10A5.10

PLAN DETAIL10

1 : 10A5.10

PLAN DETAIL11

1 : 10A5.10

PLAN DETAIL12



11

12

SR.5

GIRLS WR

035

BOYS WR

034

A6.1

2

A6.1

3

4

P03P01

P01

P01

P01

P01

P01

P01

P03

P01

P01

P03

P03

P03

P03

BF W/R

036

CORRIDOR

041

P01

P01

P01

A6.1

4

12.2

10.8

PTD

PTD

A6.1

56

A6.1

5

A6.1

6

7

A6.3

6

500

590

M2

ADULT SIZE CHANGE TABLEN.I.C.

-

-

P01

1823

2367

190

1778

200

460

102 900 648 17 660

102

1049 849 949

572

2098

1525

530

1525

850

850

850

850

102 900 812 660 240 660 240 660 240 660 102

1299

1965

1900

500

1581 1246 624 124 1702 124 1774

155190

2041

155

190

2034

135.00°

135.00°

1824

958 768 124 1702 124 1774

UNIT HEATER, REFER TO MECHANICAL

UNIT HEATER, REFER TO MECHANICAL

DRINKING FOUNTAIN, REFER TOMECHANICAL

135.00°

135.00°

850

INFILL MASONRY BLOCKCORES SOLID WITH GROUT(APPOX. 1220 WIDE x 1600 HIGH)

FD

FD

FD

FD

SD SD SD

SDSDSD

NDL NDL NDL NDL NDL

NDR NDR

M1 M2 M1

3451

M1 M2 M1

7a

A6.3

7a

A6.3

7a

A6.3

7a

A6.3

TPB TPB TPB TPB TPB

GB1

GB2

TPD TPD

GB1

GB2

GB1

GB2

TPB

GB3 GB3

7a

A6.3

7a

A6.3

400

450

CG CG

CG CG

CG CG

CG CG

GROUND FLOOR

0

URINAL PARTITION

BOYS WR

034

430 MAX

GROUND FLOOR

0

305

1473

337

485

2600

102900674138660102138660102138660102138660102

5277

GIRLS WR

035

GROUND FLOOR

0

1889

711

2600

GIRLS WR

035

840

711

7b

A6.3

7b

A6.3

7a

A6.3

*NOTENAPKIN DISPENSER (ND) ONLYFOR FEMALE WASHROOMS

GIRLS WR

035

150

300

760

760

750914

GB1

GB2

GIRLS WR

035

914

600

750

760

381

734

PTD

1787

102

711

SUPPLY AND INSTALL THE FOLLOWING: (UNLESS NOTED OTHERWISE)SUPPLY AND INSTALL BLOCKING AS REQUIRED, FASTEN WITH CONCEALED SCREWSEXPOSED FASTENERS TO MATCH FACE OF UNIT.

GB1 STRAIGHT GRAB BAR NO.1, STAINLESS STEEL, 16GA, 38mm DIAMETER, CONCEALEDMOUNTING, 610mm LONG, WATROUS POSI-GRIP TYPE 3800 SERIES.

GB2 'L' SHAPED GRAB BAR NO.2, STAINLESS STEEL, 16GA, 38mm DIAMETER, CONCEALEDMOUNTING, 760mm HORIZONTAL x 760mm VERTICAL MOUNTED 750mm AFF AND NOT LESS THAN150mm FROM THE FRONT OF THE WATER CLOSET

GB3 VERTICAL GRAB BAR NO.3, STAINLESS STEEL, 16GA, 38mm DIAMETER, CONCEALEDMOUNTING, 300mm LONG MIN, MOUNTED WITH CENTER LINE 1000mm AFF, MEASURED NOT LESS THAN 380mm AND MORE THAN 450mm FROM THE CENTER LINE OF THE URINAL

PTD PAPER TOWEL DISPENSER SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR.M1 MIRROR 460 x 610 STAINLESS STEEL FRAMED MIRROR, VANDAL-PROOF

FASTENINGS, MIRROR GUARANTEED FOR 10 YEARS, CENTER OVER LAVATORY.M2 TILT MIRROR 610 x 914 STAINLESS STEEL FRAMED TILT MIRROR, VANDAL-PROOF

FASTENINGS, MIRROR GUARANTEED FOR 10 YEARS, CENTER OVER LAVATORYSD SOAP DISPENSER SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR.TPD TOILET PAPER DISPENSER SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR.NDL SANITARY NAPKIN DISPOSAL SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR.NDR FEMININE NAPKIN DISPENSER SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR.SH SHELF SUPPLIED BY OWNER. INSTALLED BY CONTRACTORCH COOK HOOK SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR

WASHROOM ACCESSORIES

1. REFER TO SPECIFICATIONS FOR ALL BLOCKING REQUIREMENTS.2. REFER TO SPECIFICATIONS FOR ALL WASHROOM ACCESSORIES.3. REFER TO DRAWING A0.02, A3.1, A3.2, A3.3 AND A3.4 FOR WALL

CONSTRUCTIONS.4. TOILETS PARTITIONS TO BE FLOOR ANCHORED AND 'OVERHEAD' BRACED

PLASTIC LAMINATE FACED SOLID PHENOLIC, TYPICAL.5. URINAL SCREENS TO BE WALL ANCHORED PLASTIC LAMINATE FACED SOLID

PHENOLIC, TYPICAL.6. REFER TO 'TYP. BF STALL' DETAIL 5/A6.17. REFER TO FLOOR FINISHES SCHEDULE A3.15, A3.16, A3.17 AND A3.18 FOR

FLOORING.8. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL FLOOR DRAINS

AND CLEAN OUTS.9. SLOPE ALL FLOORS TO DRAINS10. PROVIDE `PEENED' FINISH ON ALL GRAB BARS TYPICAL THROUGH OUT THE

PROJECT

GENERAL WASHROOM NOTES:

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:40:41 PM

WASHROOM PLANS & ELEVATIONS


DRIVE

5741

A6.1

ARCHITECTURAL

Checker

RT

BW/KS

142-12403-00 APRIL 2015

1 : 25A6.1

WASHROOM FLOOR PLAN @ CENTRAL WING1

1 : 25A6.1

MENS WASHROOM ELEVATION - VIEW 13

1 : 25A6.1

WOMENS WASHROOM ELEVATION - VIEW 12

1 : 25A6.1

MENS WASHROOM ELEVATION - VIEW 24

N

WW

G&A

CW EW

PROJECT NORTH

1 : 25A6.1

TYP. BF STALL5

1 : 25A6.1

TYP. BF STALL6

1 : 25A6.1

WOMENS WASHROOM ELEVATION - VIEW 27



GB1

GB2

4

A6.2

5 6-

A6.2

47

MEN'S WR

076

WOMEN'S WR

075

P03

P09

P01

P03

P03

P04

P04

P04

M2

3

M2

PTD

572

A6.1

5

A6.1

6 A6.1

5

A6.1

6

P03

1100

1675

124

1010

124

1100

2230 1525

850

850

102

900

1046

660

102

1766 1525

PTD

NDR

NDL

NDL

SD

SD

124

GB1

GB2TPD TPD GB2

GB1

TPD

CG

CGCG

CG

7a

A6.3

7a

A6.3

1981

TOILET PARTITIONS,TYPICAL


914

457

M2

MEN'S WR

076

840

7a

A6.3

M2

102

WOMEN'S WR

075

840

7a

A6.3

WOMEN'S WR

075

102 900 674 124

MEN'S WR

076

P03

4

BF WR

066

P04

P01

P01

P01

P01

P0492 5192

2000

90.00°

1259

A4.2

6

1894

135.00°

M2

460

460

PROVIDE SOLID BLOCKINGIN STEEL STUD WALL FORFUTURE INSTALLATION OFADULT SIZE CHANGE TABLE

SD

FD

TPD

GB2GB1

7a

A6.3

850

A6.1

5

A6.1

6

M2

PTD

914

244

840

350

300

686

205















PROJECT


XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:40:49 PM



DRIVE

5742

A6.2

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 25A6.2

WASHROOM FLOOR PLAN @ ADMINISTRATION1

N

WW

G&A

CW EW

PROJECT NORTH

1 : 25A6.2

MENS WR ELEVATION4

1 : 25A6.2

WOMENS WR ELEVATION5

1 : 25A6.2


1 : 25A6.2

MENS WR ELEVATION3

1 : 25A6.2

WASHROOM FLOOR PLAN @ BF WR (055)2

1 : 25A6.2

MENS WR ELEVATION7



2.9

A6.3

2

BOYS WR

063

GIRLS WR

062

P01

P01

P01

P01

P03

P03

P03

P01

P01

P03P03

P01

A6.1

34

PTDPTD

A6.1 5

A6.1

6

A6.1

5

A6.1

6

102

900

742

660

1025

924

924

124

1774

102

900

812

660

240

660

240

660

240

660

102

124

1774

30511220

100

190

100

12203039

58520911525

810

3600

3600

15252091572

124

282

124

810

M2

M1

M1

M1

M1

M2

SD

SD

SD

FD

NDL

NDL

NDL

NDL

NDL

FDSD

SD

SD

NDR

NDR

7a

A6.3

7a

A6.3

460

460

CG

CG

CG

CG

CG

CG

CG

CG

TPD

TPD

TPD

TPD

TPD

TPD

TPD

7b

A6.3

7b

A6.3

7b

A6.3

7b

A6.3











2

1.9

WR

047

D047

A6.3

45

P01

P04

P04

P04

2196

D

M2

GB2

GB1

TPD

460

461

CLEAR SPACE

900

CLEAR SPACE

1500

SH

CH

CG CG

GROUND FLOOR

0

M2WR

047

CLEAR SPACE

900

914

600

GB1

460

461

1000

787

WR

047

GB2

GB1

DASHED LINE DENOTES TO INSTALL19 PLYWOOD BLOCKING IN METALSTUD WALL AS REQ'D TO SUPPORTBARS, PROVIDE EPOXY ANCHORS INMASONRY WALLS, TYPICAL

PROVIDE 760mm HORIZONTAL x760mm VERTICAL 'L' GRAB BARMOUNTED WITH THE VERTICAL NOTMORE THAN 150mm IN FRONT OFWATER CLOSET

300

914

150

760

760

750

M2

SHR

978 800 190 2367

4335

840

GB3

GB1

760

760

750

305

150

350

300

686

203

450

750

RECESSED SOAPHOLDER

400 MIN. SHOWERCONTROLS

760

760







PROJECT


305

660

64

38

57

840

738

735

350

300 205

485CONTINUOUS RESILIENT SEALANT 19 THICK PLYWOOD CORE

COUNTER ANDSPLASHBACK WITH ROLLEDEDGE. PLASTIC LAMINATEFINISH CONTINUOUS ON ALLEXPOSED SURFACES

VANITY SUPPORTS OF 25x 25x 6STEEL ANGLES BOLTED INTOCORE-FILLED CONC. BLOCK c/w 16∅HILTI HIT EPOXY ANCHORS.REFER TO MILLWORK ELEVATIONDWGS. FOR NUMBER ANDQUANTITY, 900 O.C. MAX.. PROVIDESOLID BLOCKING IN STUD SPACEFOR BRACKETS FOR GYP. BD.WALL.PROVIDE 19 PLAM GABLES ATENDS

DISTANCE TO VANITYFAUCET HANDLES

TYPICAL BARRIER FREE VANITY

660

485

711

TYPICAL LOWER VANITY

CONTINUOUS RESILIENT SEALANT 19 THICK PLYWOOD CORECOUNTER ANDSPLASHBACK WITH ROLLEDEDGE. PLASTIC LAMINATEFINISH CONTINUOUS ON ALLEXPOSED SURFACES

VANITY SUPPORTS OF 25x 25x 6STEEL ANGLES BOLTED INTOCORE-FILLED CONC. BLOCK c/w 16∅HILTI HIT EPOXY ANCHORS.REFER TO MILLWORK ELEVATIONDWGS. FOR NUMBER ANDQUANTITY, 900 O.C. MAX.. PROVIDESOLID BLOCKING IN STUD SPACEFOR BRACKETS FOR GYP. BD.WALL.PROVIDE 19 PLAM GABLES ATENDS

DISTANCE TO VANITYFAUCET HANDLES

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:40:57 PM



DRIVE

5743

A6.3

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 25A6.3

MENS & WOMENS WASHROOM FLOOR PLAN @ NORTH WING1

1 : 25A6.3


N

WW

G&A

CW EW

PROJECT NORTH

1 : 25A6.3

KINDERGARTEN WASHROOMS @ NORTH WING3

1 : 25A6.3

KINDERGARTEN WASHROOM ELEVATION4

1 : 25A6.3

KINDERGARTEN WASHROOM ELEVATION5

1 : 25A6.3

ELEVATION @ BF WASHROOM (036)6

GB2

GB1GB1

GB2

1 : 20A6.3

TYPICAL SECTION AT VANITY7a



GB2

1 : 20A6.3

TYPICAL SECTION AT VANITY7b

GB3

GB3

1

C

2

C.6

1.2

D

KINDERGARTEN

0481101

1278

7249

D048

D049

95 2883 1533 2810 1523 2874

P04

P04

P04P04

P04

A6.4 9

A6.4

4

WR

047WR

049

36 5

11A6.4

PROVIDE WOOD VENEERFILLER PIECES AND TOP MIN100 ABOVE TBAR CEILING,CUT TBAR NEATLY TO SUIT

TYPICAL RWL, REFER TOMECHANICAL FOR LOCATION,PROVIDE 16 WOOD VENEER100mm MIN WITHIN CEILINGSPACE, CUT TBAR NEATLY TOSUIT.

PROVIDE FOR NINE(9 OF) CUBBIES,TYPICAL

PROVIDE FORTWENTY ONE (21 OF)CUBBIES, TYPICAL

10

WB-2440BC-2440

TB-1220TB-1220

TB-2440

TB-2440

TB-2440

TB-2440

KINDERGARTEN

048

KINDERGARTEN ROOM MILL WORK,REFER TO A7 SERIES FOR DETAILS.- TYP.

XW

9

11

10

A7.2

1

10.8

D003a

D002b

CLASSROOM

003

EAST WINGCORRIDOR

013

PROJECT ROOM

002

P04

EW01

P04

P01

P01

P04

P01

P04

A6.4

14

8038

2174

711

6931

1000

2516 2927 1665 930

138

7

CLASSROOM CONSOLE,REFER TO A7 SERIES ORDETAILS. -TYP.

711

TB-2440

WB-2440

WB-2440

WB-1220

TYPICAL COAT RACK ANDSHELF c/w HOOKS AT 152mmO.C.

CLASSROOM

003

CLASSROOM CONSOLE,REFER TO A7 SERIESFOR DETAILS - TYP.

WHITE BOARD (2440x1220) WHITE BOARD (2440x1220)WHITE BOARD(1220x1220)

CLASSROOM

003

610

TACK BOARD (2440x1220)

CLASSROOM

003

CLASSROOM MILLWORKREFER TO A7 SERIES FORDETAILS.- TYP.

HATCH DENOTES OPERABLEFOLDING PARTITION WALL,REFER TO PLANS AND DETAILS

CLASSROOM

003

CLASSROOM CONSOLE,REFER TO A7 SERIESFOR DETAILS. -TYP.

CLASSROOM MILLWORK,REFER TO A7 SERIESFOR DETAILS. -TYP.

2

A7.3

PROVIDE OPERABLEPARTITION POCKETDOORS

PROVIDE OPERABLEPARTITION

KINDERGARTEN

048

WHITE BOARD (2440x1220)TACK BOARD(1220x1220)

TACK BOARD(1220x1220)

KINDERGARTEN

048

TACK BOARD (2440x1220) TACK BOARD (2440x1220)

610

9A7.3

KINDERGARTEN

048

CLASSROOM CONSOLE,REFER TO A7 SERIESFOR DETAILS. -TYP.

9A7.3

6

A7.3

TACK BOARD (2440x1220) TACK BOARD (2440x1220)

760

7

A7.3

KINDERGARTEN

048

REFER TO A7 DRAWING SERIES FOR DETAILS

TOTAL OF 17 CUBBIES

REFER TO A7 SERIES FOR DETAILS

TOTAL OF 9 CUBBIES

A7.2 4 2

A7.3

1

A7.3

1

A7.3

9

A7.3

9

A7.3

CG CG

A7.2

1

P01P01

P01

P04

P01

2911

391

590

19

1

A7.3

2

A7.3

2

A7.3

PROVIDE 19mm HARDWOODPLY VENEER AROUND PIPE,TYPICAL

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:41:09 PM

TYPICAL CLASSROOM PLANS &ELEVATIONS


DRIVE

5744

A6.4

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 50A6.4

TYP. KINDERGARTEN CLASSROOM FLOOR PLAN1

1 : 50A6.4

TYP. KINDERGARTEN CLASSROOM - SOUTH ELEVATION4

1 : 50A6.4

TYPICAL CLASSROOM FLOOR PLAN2

1 : 50A6.4

TYP. CLASSROOM - WEST ELEVATION14

1 : 50A6.4

TYP. CLASSROOM - NORTH ELEVATION7

1 : 50A6.4

TYP. CLASSROOM - EAST ELEVATION8

1 : 50A6.4

TYP. CLASSROOM - SOUTH ELEVATION13

1 : 50A6.4

TYP. KINDERGARTEN CLASSROOM - NORTH ELEVATION3

1 : 50A6.4

TYP. KINDERGARTEN CLASSROOM -EAST ELEVATION5

1 : 50A6.4

TYP. KINDERGARTEN CLASSROOM - WEST ELEVATION6

REFER TO TYPICALCONTROL PANEL4/A7.5

1 : 50A6.4

KINDERGARTEN CUBBIE ELEVATION9

1 : 50A6.4

KINDERGARTEN CUBBIES ELEVATION10

1 : 20A6.4

TYP. MILLWORK @ KINDERGARTEN ROOMS11

1 : 20A6.4

TYP. CLASSROOM MILLWORK12



11

12

L.7 J.5 N.5 0.5 P.5

A6.5

52

43

3

A4.7

1

A4.7

12.2

10.8

6

A6.5

MULTI-PURPOSEAREA

039

SERVERY

038

CENTRALCORRIDOR

042

10

A6.5

6

A6.5

6

A6.5

6

A6.5

1955 1556 1466 1466 1556 2127 1556 1466 1466 1556 4074

CLEAR OPENING

1500 1845CLEAR OPENING

1500

584

8132

584

1955 1556 1466 1466 1556 2127 1556 1466 1466 1556 4074

CLEAR OPENING

1500

CLEAR OPENING

1500

CLEAR OPENING

1500 1845

T.O. STAGE 400mm A.F.F.

7A6.5

GABLE PARTITIONS EQUALLY SPACEREFER TO DETAIL 6/A6.5

ALL EXPOSED STEEL TOBE PRIMED AND PAINTED

SLOPE 1:12

CLEAR SPACE

1670

CLEAR SPACE

1670

CLEAR SPACE

1670CLEAR SPACE

1670

4877HATCHED AREA DENOTESPREMANUFACTURED DECORATIVEMASONRY UNITS9

A6.5

EXTENSION

300 MIN

EXTENSION

300 MIN

4427

8854

8

A6.5

8

A6.5

11 12 1312.210.8

6A6.5

6A6.5

1A5.7

1A5.7

EXTEND 19mmHARDWOOD PLY VENEERCHASE AND TURN INTOVERTICAL BULKHEAD

111213 1012.2 10.8

6A6.5

6A6.5

1A5.7

1A5.7

K.5LL.7J.5N.50.5P.5 K

6

A6.5

6

A6.5

10A6.5

GROUND FLOOR

0

90 x 290 PREMANUFACTUREDDECORATIVE MASONRY UNITS

38 x 140 HARDWOOD MAPLE c/wBULLNOSED EDGE FASTENED TOGABLES, PROVIDE MAPLE WOODPLUGS, FLUSH FINISHED

P07

19 x 75 CONTINUOUS MAPLETRIM PIECE

PROVIDE 38 x 89 FASTENED TODECORATIVE MASONRY

90

38

647

58

58584

19mm HARDWOOD VENEERADJUSTABLE SHELF w/ SOLIDHARDWOOD BANDING

TYPICAL GABLE PARTITION (3 OF)• 19 SOLID WOOD VENEER• 38x89 WOOD STUDS @ 400 O.C.• 19 SOLID WOOD VENEER

DASHED LINE DENOTE WOODBLOCKING BEYOND

RECESSED PILASTERS

FACE OF DECORATIVE BLOCK

GROUND FLOOR

0

P.5

914

25

379

25

305

254

1261

PROVIDE PLASTIC LAMINATECOUNTER TOP ON 19mmPLYWOOD SUBSTRATE ALLEXPOSED PLAM EDGES/FACES

PROVIDE 38 x 38 HSS SUPPORTWELDED TO 12 x 75 PLATEFASTENED TO 190 BLOCK WALL(5 OF) PAINT (EPOXY POWDERCOATED)

PROVIDE 38 x 38 HSSSUPPORT WELDED TO 12 x75 PLATE FASTENED TO 190BLOCK WALL (5 OF), PAINT(EPOXY POWDER COATED)

PROVIDE PLASTICLAMINATE COUNTER TOPON 19mm PLYWOODSUBSTRATE

190

TYPICAL SHUTTER ATSERVERY, REFER TOSPECIFICATIONS

BOND BEAM ABOVEOPENING, REFER TOSTRUCTURAL FOR SIZE,LOCATION ANDREINFORCEMENT

1271

REFER TO FLOOR PLANS ANDDRAWING A0.2 FOR TYPICAL WALLCONSTRUCTION ASSEMBLIESP01

915

RECEPTACLE REFER TOELECTRICAL

QPONMK.5 L L.7 J.5 N.5 0.5 P.5

2A5.7

6

A6.5

6

A6.5

10A6.5

12 12

P.5

P.5

190

P01

PLASTIC LAMINATECOUNTER TOP, REFER TODETAIL 8/A6.5 FORSUPPORT

SERVERY SHUTTER, REFERTO SPECIFICATIONS

PROVIDE TYPICAL BULLNOSEAT BLOCK EDGE


305 420

PROVIDE 100 RADIUS AT ALLCORNERS TYPICAL

100 100

GROUND FLOOR

0

11 10.8

HIGH STAGE

400

1000

1180110 110

HANDRAIL

900

GUARDRAIL

1070

100

PROVIDE 6mm x 100mmHIGH FLAT PAINT,PRIME AND PAINT

CORE GUARDRAILINTO RAMP, REFER TOSTRUCTURAL

6A6.5

PAINT VERTICAL SURFACESOF CONCRETE RAMP,COLOUR TO LATERSELECTION

GROUND FLOOR

0

RUBBER CURVED NOSING BYJOHNSONITE, COLOUR TO LATERSELECTION. NEATLY CUT TILE TO FIT.

140 CONC BLOCK REFER TOSTRUCTURAL FOR LOCATIONS

REFER TO GROUND FLOOR FINISHPLANS FOR FLOORING MATERIAL

TO T.O. STAGE

400

PROVIDE 1 COURSE OFPREMANUFACTURED DECORATIVEBLOCK

140 9025

CONTINUOUS ROLLED AND STRAIGHTPERIMETER ANGLE AROUND STAGE.PRIME AND PAINT. REFER TOSTRUCTURAL

PROVIDE 1 COURSE OFPREMANUFACTURED DECORATIVEBLOCK

FOR SIZE AND LOCATIONS OFSTAGE REFER TO DWG A6.5

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

E

F

C

D

B

1235 4678910

1235 4678910

A

E

F

C

D

B

25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:41:20 PM

MULTI-PURPOSE AREA FLOOR PLANSAND DETAILS


DRIVE

5745

A6.5

ARCHITECTURAL

AB

RT

BW

142-12403-00 APRIL 2015

1 : 50A6.5

MULTI-PURPOSE AREA FLOOR PLAN1

1 : 100A6.5

ELEVATION AT MULTIPURPOSE ROOM2

1 : 100A6.5


1 : 100A6.5


1 : 10A6.5

TYPICAL SECTION OF BENCH IN MULTIPURPOSE ROOM6

1 : 10A6.5

SECTION DETAIL AT SERVERY SHUTTER10 1 : 100A6.5


TYPICAL STEEL COLUMN TOBE PRIMED AND PAINTED

1 : 10A6.5

PLAN DETAIL AT SERVERY SHUTTER JAMB7

GARBAGE CONTAINER, NIC

DENOTES 38x38 HSS EQUALLYSPACED COUNTER SUPPORTS

PROVIDE TYPICAL CONTROL PANEL



1 : 20A6.5

SECTION AT MULTI-PURPOSE RAMP9

1 : 10A6.5

TYPICAL DETAIL AT STAGE8

A7.2

32

P04

P04

577

558 19

1

A7.3

2

A7.3

5

A7.3

1558

823

800

A7.2

6

2425

1545

1979

A7.2

5

SERVERY

038

MULTI-PURPOSEAREA

039

P01

P01

P01

5590

1220

2

A7.3

2

A7.3

2

A7.3

1

A7.3

1

A7.3

1

A7.3

FD

FD

7A6.5

10

A6.5

GENERAL MILLWORK NOTES:1. ENSURE THAT ALL WORK COMPLIES WITH LATEST REQUIREMENTS OF THE ONTARIO

BUILDING CODE, CONSTRUCTION SAFETY ACT, LOCAL CODES AND BYLAWS, ANDOTHER APPLICABLE REQUIREMENTS.

2. DO NOT SCALE MEASUREMENTS FROM THE DRAWINGS.3. VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE, REPORT DISCREPANCIES TO

UCDSB, AND ADJUST DRAWINGS AS REQ'D TO SUIT.4. PROVIDE BLOCKING IN EXISTING STUD SPACES AS REQ'D FOR INSTALLATION OF ALL

ITEMS, INCLUDING (BUT NOT LIMITED TO): SINKS, VANITIES, COUNTERTOPS,WASHROOM ACCESSORIES, BENCHES, SHELVES, MILLWORK AND EQUIPMENT.REINSTATE AFFECTED SURFACES TO SEAMLESS APPEARANCE USING CGC VHIBOARD, THICKNESS AS REQ'D TO SUIT. WHERE EXISTING SURFACES ARE AFFECTED,PREPARE AND REPAINT ENTIRE SURFACE T.M.E. IN ACCORDANCE WITH M.P.I.PRINTED BEST PRACTICES.

5. COORDINATE WORK w/ MECH. & ELEC. SUBTRADES AS REQ'D.6. MILLWORK MAY SPECIFIED IN EITHER MAPLE OR OAK FINISH. CONFIRM WITH OWNER

PRIOR TO START OF PROJECT.

MILLWORK MATERIALS:.1 HARDWOOD LUMBER: SELECT WHITE MAPLE SPECIES(CONFIRM WITH OWNER),

MOISTURE CONTENT 6% OR LESS IN ACCORDANCE WITH:.1 NATIONAL HARDWOOD LUMBER ASSOCIATION (NHLA),.2 AWMAC CUSTOM GRADE, MOISTURE CONTENT AS SPECIFIED.

.2 HARDWOOD PLYWOOD: TO CSA 0115, FLAT CUT SELECT WHITE MAPLE (CONFIRMWITH OWNER).

.3 DOUGLAS FIR PLYWOOD: TO CSA 0121, STANDARD CONSTRUCTION G1S.

.4 EDGE FINISHING:1. HARDWOOD VENEERED PLYWOOD: 6mm THICK MATCHING

HARDWOOD EDGE, GLUED & NAILED. AT TOP OF LOWBOOKSHELVES PROVIDE 19x25 HARDWOOD TO MATCH,GLUED AND NAILED.

.5 LAMINATED PLASTIC FOR FLATWORK: TO CAN3-A172-M79, GRADE G.P., TYPE 1b,1.6mm THICK, BASED ON FULL COLOUR RANGE WITH FURNITURE FINISH.

.6 LAMINATE PLASTIC FOR POSTFORMING WORK: TO CAN3-A172-M79, GRADE PF, TYPE2A, 1.25MM THICK, BASED ON FULL COLOUR RANGE WITH FURNITURE FINISH.

.7 LAMINATED PLASTIC BACKING SHEET: GRADE BK, NOT LESS THAN 0.5mm THICK,SAME COLOUR AS FACE LAMINATE.

.8 NAILS AND STAPLES: TO CSA B111.

.9 WOOD SCREWS: STEEL PLAIN, TYPE AND SIZE TO SUIT APPLICATION.

.10 SPLINES: WOOD.

.11 SEALANT: CLEAR SILICONE.

.12 LAMINATED PLASTIC ADHESIVE: UREA RESIN ADHESIVE TO CSA O112.5:1. TEST FOR ACCEPTABLE VOC EMISSIONS IN ACCORDANCE WITH ASTM D2369 AND ASTM D 28322. ACCEPTABLE MATERIALS: ECP-44.

MANUFACTURED UNITS:CASEWORK:1. FABRICATE CASEWORKS TO AWMAC CUSTOM GRADE.2. FURRING, BLOCKING, NAILING STRIPS, GROUNDS AND ROUGH BUCKS, AND

SLEEPERS:1. S2S IS ACCEPTABLE FOR STRAPPING.2. BOARD SIZES: "STANDARD" OR BETTER GRADE.3. DIMENSION SIZES: "STANDARD" LIGHT FRAMING OR BETTER GRADE.3. GABLES, END PANELS, DIVISIONS AND BOTTOMS: 19mm THICK BIRCH PLYWOOD

CORE W/ HARDWOOD VENEER AND 6mm THICK HARDWOOD EDGING TO MATCH,GLUED AND NAILED.

4. LOW BOOK SHELF TOPS:19 HARDWOOD PLYWOOD WITH 19x25 HARDWOOD EDGINGTO MATCH, GLUED AND NAILED. PROVIDE P.LAM FINISH TO TOP, TOP OF P.LAMFLUSH W/ TOP OF HARDWOOD NOSING.

5. BACKS: 6mm THICK PLYWOOD CORE W/ HARDWOOD VENEER FINISH .6. SHELVING:1. HARDWOOD VENEER ON 19mm THICK PLYWOOD w/ 6mm THICK HARDWOOD TO

MATCH ON ALL EDGES, GLUED AND NAILED.2. PROVIDE ADJUSTABLE SHELVING WITH FULLY RECESSED PILASTER STRIPS UNLESS

NOTED OTHERWISE, AND PROVIDE NUMBER OF CONCEALED SHELVES IN MILLWORKUPPERS AND LOWERS AS INDICATED IN SECTION FOR EACH BANK.

7. TOE KICK SUPPORT: SOLID CONTINUOUS 38x100 SELECT S/P/F BLOCKING RIPPEDTO SUIT (REFER TO MILLWORK DRAWINGS FOR DIMENSIONS)

COUNTERS AND VANITIES:POST FORMED LAMINATE, PROFILE TO MATCH BELANGER 2300.

CASEWORK DOORS:FABRICATE DOORS TO AWMAC CUSTOM GRADE SUPPLEMENTED AS FOLLOWS: 19mmTHICK HARDWOOD PLYWOOD w/ HARDWOOD VENEER FINISH AND 6mm THICKHARDWOOD EDGING TO MATCH, GLUED AND NAILED.

HORIZONTAL DIVIDERS:13mm THICK PLYWOOD w/ HARDWOOD VENEER FINISH AND 6mm THICK HARDWOODEDGING TO MATCH, GLUED AND NAILED.

MILLWORK HARDWARE LIST1. PULLS: D-TYPE, 100mm WIDE, 7.9mm DIA, 33mm PROJECTION, BRUSHED NICKEL FINISH.2. CUPBOARD HINGES: FULLY CONCEALED 110deg MODULAR OPENING, SELF CLOSING,

HETTICH MODEL #742-T-42. USE #8 WOOD SCREWS FOR FASTENING.3. CUPBOARD AND DRAWER LOCKS: TIMBERLINE #232.12.302 (HAFELE) OR UCDSB

APPROVED EQUIVALENT, KEY ALIKE IN EACH ROOM, FOUR KEYS PER ROOM, FINISH TOMATCH ADJACENT HARDWARE.

4. SURFACE BOLTS: HAFELE 900.17 SATIN NICKEL PLATED BRASS, ON ALL DOUBLE DOORSTO BE LOCKED.

.5 GROMMETS: 50mm DIA. (PROVIDE GROMMETS FOR WIRE HOLES IN COUNTERTOPS ASDIRECTED BY UCDSB).

.6 PILASTER STRIPS: FULLY RECESSED, NICKEL PLATED STEEL WITH SHELF CLIPS TOMATCH.

.7 PIANO HINGE: STAINLESS STEEL PIANO HINGE.

MILLWORK FABRICATION1. SET NAILS & COUNTERSINK SCREWS, APPLY WOOD FILLER (COLOUR TO MATCH

HARDWOOD) TO INDENTATIONS, SAND SMOOTH & LEAVE READY TO RECEIVE FINISH.2. SHOP INSTALL CABINET HARDWARE FOR DOORS, SHELVES AND DRAWERS. RECESS

SHELF STANDARDS UNLESS NOTED OTHERWISE.3. MAKE SHELVING FOR CABINETWORK ADJUSTABLE UNLESS NOTED OTHERWISE.4. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, OUTLET BOXES AND

OTHER FIXTURES.5. SHOP ASSEMBLE WORK FOR DELIVERY TO SITE IN SIZE EASILY HANDLED AND TO ENSURE

PASSAGE THROUGH BUILDING OPENINGS.6. OBTAIN GOVERNING DIMENSIONS BEFORE FABRICATING ITEMS WHICH ARE TO

ACCOMMODATE OR ABUT APPLIANCES, EQUIPMENT AND OTHER MATERIALS.7. ENSURE ADJACENT PARTS OF CONTINUOUS LAMINATE WORK MATCH IN COLOUR AND

PATTERN.8. VENEER LAMINATED PLASTIC TO CORE MATERIAL IN ACCORDANCE WITH ADHESIVE MFR'S

PRINTED INSTRUCTIONS. ENSURE CORE AND LAMINATE PROFILES COINCIDE TO PROVIDECONTINUOUS SUPPORT AND BOND OVER ENTIRE SURFACE.

9. WHERE P.LAM FINISH IS REQ'D, USE STRAIGHT SELF-EDGING LAMINATE STRIP FORFLATWORK TO COVER EXPOSED EDGE OF CORE MATERIAL. CHAMFER EXPOSED EDGESUNIFORMLY AT APPROX. 20 DEGREES. DO NOT MITER LAMINATE EDGES.

10. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF CORE OF PLASTIC LAMINATESHEET.

11. FOR HARDWOOD VENEER PLYWOOD OR MDF, APPLY 6mm HARDWOOD EDGING.

MILLWORK FINISHING:1. SET NAILS, APPLY WOOD FILLER (COLOUR TO MATCH HARDWOOD) TO OPEN GRAIN AND

INDENTATIONS, SAND SMOOTH, AND LEAVE READY TO RECEIVE FINISH.2. EXCEPT AS NOTED OTHERWISE, ALL HARDWOOD AND HARDWOOD VENEER TO RECEIVE

TWO COATS OF WATER-CLEAR GLOSS POLYURETHANE, AND ONE TOP COAT OF WATER-CLEAR SATIN POLYURETHANE FINISH, PREPARED AND INSTALLED IN ACCORDANCE w/M.P.I.'s PRINTED BEST PRACTICES.

MILLWORK FINISHING (CONT.):3. FINISH WOOD & WOOD VENEERED MILLWORK IN PUBLIC CORRIDORS WITH

ULC-RATED CRYSTAL-CLEAR CLASS "B" INTUMESCENT FIRE RETARDANTVARNISH SYSTEM SUITABLE FOR ITEMS SUBJECT TO CONSTANT SCUFFING&/OR FREQUENT WASHING ("FLAME CONTROL NO. 130" VARNISH OVERCOATOVER "FLAME CONTROL NO. 129 BASE COAT" BY FLAME CONTROLCOATINGS, LLC, OR UCDSB APPROVED ALTERNATE). APPLY FINISHINGSYSTEM IN ACCORDANCE w/ MFR'S PRINTED BEST PRACTICES AS REQ'D TOACHIEVE FIRE RETARDANT RATINGS.

4. FOR TOP OF HORIZONTAL HARDWOOD AND HARDWOOD VENEEREDSURFACES (SHELVES, COUNTERTOPS, BENCHES, OTHER THAN THOSELISTED IN 3 ABOVE) PROVIDE TWO COATS EASTERN RESINS CORP. GLAZESHIELD HP 100% SOLIDS CLEAR EPOXY COATING (SUPPLIER RANDALLPAINTS).

5. ALL HARDWOOD AND HARDWOOD VENEER TO HAVE CONCEALEDFASTENINGS WHERE POSSIBLE, OTHERWISE RECESS SCREWS AND BOLTSAND PLUG HOLES WITH MIN. 6mm THICK WOOD PLUGS (SPECIES, COLOUR,GRAIN AND GRAIN ORIENTATION TO MATCH HARDWOOD). SAND PLUGGEDAREAS SMOOTH TO RECEIVE FINISH. WHERE FINISHING NAILS ARE USED,INSET NAILS AT REGULAR INTERVALS IN STRAIGHT LINES FOR NEAT ANDEVEN APPEARANCE. APPLY FILLER (COLOUR TO MATCH WOOD) AND SANDSMOOTH READY TO RECEIVE FINISH.

6. FACTORY FINISH ALL HARDWOOD AND HARDWOOD VENEER ON ALLSURFACES, AND LIMIT ON-SITE WORK TO TOUCH-UPS ONLY.

EXECUTION:1. DO ARCHITECTURAL WOODWORK TO AWMAC QUALITY STANDARDS UNLESS

SPECIFIED OTHERWISE.2. INSTALL PREFINISHED MILLWORK POSITIONED ACCURATELY, LEVEL, PLUMB

AND STRAIGHT.3. FASTEN AND ANCHOR MILLWORK SECURELY. PROVIDE HEAVY DUTY

FIXTURE ATTACHMENTS FOR WALL MOUNTED CABINETS.4. USE DRAW BOLTS IN COUNTERTOP JOINTS.5. SCRIBE AND CUT MILLWORK AS REQ'D TO FIT ABUTTING SURFACES, TO FIT

TIGHTLY INTO RECESSES, AND TO ACCOMMODATE PIPING, COLUMNS,FIXTURES, OUTLETS AND/OR OTHER PROJECTING, INTERSECTING ORPENETRATING OBJECTS/SURFACES.

6. APPLY WATER RESISTANT BUILDING PAPER BITUMINOUS COATING OVERWOOD FRAMING MEMBERS IN CONTACT WITH MASONRY OR CEMENTITIOUSCONSTRUCTION.

7. FIT HARDWARE ACCURATELY AND SECURELY IN ACCORDANCE WITH MFR'SPRINTED INSTRUCTIONS.

CLEANING:1. CLEAN AFTER INSTALLATION TO REMOVE CONSTRUCTION DEBRIS &

ACCUMULATED ENVIRONMENTAL DIRT.2. CLEAN IN ACCORDANCE WITH NEMA LD 3, ANNEX B.3. REMOVE ALL TRACES OF PRIMER, PAINT, CAULKING, EPOXY & FILLER

MATERIALS. CLEAN DOORS AND FRAMES. CLEAN WORK AREA, AND ACCESSTO WORK AREA.

4. PROTECT MILLWORK AND CABINET WORK FROM DAMAGE UNTIL FINALINSPECTION.

METAL FABRICATIONSSUBMITTALS:1. SUBMIT SHOP DRAWINGS OF METAL FABRICATIONS INDICATING

MATERIALS, CORE THICKNESSES, FINISHES, CONNECTIONS, JOINTS,METHODS OF ANCHORAGE, NUMBER OF ANCHORS, SUPPORTS,REINFORCEMENT, DETAILS AND ACCESSORIES.

2. SUBMIT TO UCDSB PROJECT MANAGER ONE SAMPLE OF EACHMETAL FABRICATION REQUIRED FOR THE PROJECT FOR REVIEWAND COMMENT BEFORE FABRICATING THE BALANCE OF ITEMSREQUIRED.

METAL FABRICATION MATERIALS:1. STEEL SECTIONS AND PLATES: TO CAN/CSA-G40.20/G40.21, GRADE

300W;2. WELDING MATERIALS: TO CSA W59;3. WELDING ELECTRODES: TO CSA W48 SERIES;4. BOLTS AND ANCHOR BOLTS: TO ASTM A 307;

METAL FABRICATION:1. FABRICATE WORK SQUARE, TRUE, STRAIGHT AND ACCURATELY

SIZED, w/ CLOSELY FITTING JOINTS.2. ENSURE SECURE INSTALLATION OF FABRICATIONS3. USE SELF-TAPPING SHAKE-PROOF FLAT HEADED SCREWS ON ITEMS

REQUIRING ASSEMBLY BY SCREWS UNLESS NOTED OTHERWISE4. WHERE POSSIBLE, FIT AND SHOP ASSEMBLE WORK, READY FOR

ERECTION.5. ENSURE EXPOSED WELDS ARE CONTINUOUS FOR LENGTH OF EACH

JOINT. FILE OR GRIND EXPOSED WELDS SMOOTH AND FLUSH.REMOVE ALL WELD SPATTER. PREPARE METAL FABRICATIONS TOSMOOTH AND FLAT SURFACES WITH SEAMLESS APPEARANCES.

METAL FABRICATION FINISHES:1. APPLY ONE SHOP COAT OF PRIMER TO METAL ITEMS (PRIMER TO

CISC/CPMA 2075 QUICK DRYING PRIMER, LOW VOC)2. USE PRIMER UNADULTERATED, AS PREPARED BY MANUFACTURER.

PAINT ON DRY SURFACES, FREE FROM RUST, SCALE, GREASE. DONOT PAINT WHEN TEMPERATURE IS LOWER THAN 7 DEGREESCELSIUS.

3. CONFORM TO LATEST MPI REQUIREMENTS FOR INTERIOR PAINTINGWORK INCLUDING PREPARATION AND PRIMING

4. MATERIALS (PRIMERS, PAINTS, COATINGS, FILLERS, SOLVENTS,THINNERS, ETC) SHALL BE IN ACCORDANCE WITH MPI PAINTINGSPECIFICATION MANUAL "APPROVED PRODUCT" LISTING AND SHALLBE FROM A SINGLE MANUFACTURER FOR EACH SYSTEM USED.

5. WHERE NOTED, PROVIDE SEMI-GLOSS POWDER COATED FINISH,COLOUR TO LATER DETERMINATION BY UCDSB REP. OTHERWISE,FINISH METAL FABRICATIONS IN COLOUR SELECTED BY UCDSBPROJECT MANAGER WITH MPI INT 5.1E ALKYD G3 (EGG'S SHELL):PRIMER COAT OVER SHOP PRIMER (MPI#76): ICI PAINTS (CANADA)DEVOE MULTI-PURPOSE TANK & STRUCTURAL PRIMER 4160-1000,TWO TOP COATS (MPI#151): ICI PAINTS (CANADA) GLIDDEN ULTRAINTERIOR ALKYD EGGSHELL, 95010.

6. SHOP APPLY PAINTS BY SPRAY TO METAL FABRICATIONS PRIOR TOBRINGING METAL FABRICATIONS TO SITE. FIELD TOUCH UPFABRICATIONS AS REQ'D AFTER INSTALLATION. WHERE TOUCH UP ISREQ'D, REFINISH ENTIRE METAL FABRICATION.

METAL FABRICATIONSEXECUTION:1. DO WELDING WORK IN ACCORDANCE WITH CSA W59 UNLESS NOTED

OTHERWISE2. CONSTRUCT MILLWORK SUPPORTS AND ACCESSORIES FOR ITEMS

SUCH AS VANITY SUPPORTS, SHELF SUPPORTS, SEAT SUPPORTS,COAT HOOKS, AND SIMILAR ITEMS AS DETAILED.

3. ERECT METAL FABRICATIONS SQUARE, PLUMB, STRAIGHT AND TRUE,ACCURATELY FITTED WITH TIGHT JOINTS AND INTERSECTIONS

4. EXPOSED FASTENING DEVICES TO MATCH THE FINISH AND BECOMPATIBLE WITH THE MATERIAL THROUGH WHICH THEY PASS

XR

EF



C F

C

C F

C

FFF

FFF

F

F

F

F

A

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F

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B

1235 4678910

1235 4678910

A

E

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25mm

IF THIS BAR IS NOT

25mm LONG, ADJUST


SEAL:

CONSULTANT:

CLIENT:

CLIENT REF. #:

PROJECT:

KEY PLAN:

ISSUE:REV #






COPYRIGHT:


DATE OF:

SHEET #: OF

SHEET NUMBER:

TITLE:

DISCIPLINE:

CHECKED BY:

ORIGINAL SCALE:

DRAWN BY:

PROJECT NO: DATE:

DESIGNED BY:



ISSUED FOR TENDER

04.13.2015

As indicated



13/04/201 5 2:41:25 PM

MILLWORK PLANS ANDSPECIFICATIONS


DRIVE

5746

A7.1

ARCHITECTURAL

BW

RT

BW/KS

142-12403-00 APRIL 2015

1 : 20A7.1

MILLWORK @ STAFF ROOM1

1 : 20A7.1

MILLWORK @ SERVEY2



GYMNASIUM & ADMINISTRATION - CANOPY WALL...

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