PORTFOLIO - HAZEL GUNDRAN

T/O CONC. FL.

U/S OF CEILING

0

4000

2A-2

NORTH-SOUTH CROSS SECTIONSCALE 1: 50

D C B A

5200 5510 6876150

17936

300

4000

485

4785

ARCHITECTURAL WOODEN CEILING

CONCRETE COLUMN BEYOND

WAITER'S STATION

WATER FEATURE BEYOND

TYP. FLOOR:FINISHED FLOORINGON 50 CONC. TOPPINGON 250 PRESTR. CONC.

WASHROOMSBEYOND

LIGHT FIXTURE

1 2 3 4 5

9982

34510

T/O CONC. FL.

U/S OF CEILING

0

4000

4000

1038

BAR SHELVING FASTENEDTO WALL W/ SCREW/ADHESIVE

BAR

RECEPTION DESK

EXPOSED CONCRETE(TYP. COLUMN)

300

485

WAITER'S STATION

WALL MOUNTEDELECT. FIREPLACE

TYP. FLOOR:FINISHED FLOORINGON 50 CONC. TOPPINGON 250 PRESTR. CONC.

8176 8176 8176

LED LIGHT STRIP

LIGHT FEATURE

BAR STOOL

1A-2

WEST-EAST CROSS SECTIONSCALE 1: 50

APPLIED TECHNOLOGYSCHOOL OF

HUMBER COLLEGE

DRAWING NO. :

PROJECT NAME :

SCALE :

DATE :

TECHNOLOGY

DRAWN BY :

DRAWING TITLE :

PROJECT NAME :

ARCHITECTURAL

A21:50

APRIL 26, 2016

CROSS-SECTIONS

THOMPSON HOTEL

LOUNGE

INTERIOR DETAILINGHAZEL GUNDRAN

42265.6 [138'-8"] PLAN

42316.4 [138'-10"] PLAN

2484

1.2

[81'-

6"] (

PLAN

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] (M

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No. 4

03

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1150

3050

3000

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1270

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0

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= 11

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LAN

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PROP

OSED

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2.78

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PROP

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B CU

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S:

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DE: 0

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1220 3710 1600 600

89

1600

3011

89 140

610 2100

89

1422

140

1698

89

1450140

1403035

89

89

140840

891360

89

89

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1237

89

1569

89

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140

140140

237814501945,5

89

1945,511001157140

6135

140

140

140

140 140

4679

89

1331

89

1652

140

1960

140140

140140 1

065

140

3370

89

1220

1131

89

1234

89529

140

1960

140140

89

355 140140

4575

89

1220

1220

89

1852

140

140

1852

89

610

89

1741

89

700 830 700

190 510

400

140

1575 2275 965

190

2230

190

965 6451325140

140

1890

6470 4030

19540

6400

4230

16500

140

3603

1890

2627

140

8400

2100

4795

2100

100 812

520

1270

1968

125

19400

860077003100

12515431270272412701543

1251235,51575241215751575762,5

140762,5

140622,5

16500

7300

9200

125

520

2745

520

2745

520

125

2000

1095,3

4

580,3

2

1784,3

42340

1260

140

125

89

6821

140

125

L01

L02

L03

L04L04

L05

L06

L06

L07

L07 L07

L08 L09

L10

L10 L10

L11

L11

B1 B2

B3 B4

$ $

$$$

$³

$³$³$4

109

108

101

102

103

104

105

106

107

GARAGE112

FOYER101

SKYLIGHT ABOVESTORAGE ROOM

111

WASH RM.102

LIVING ROOM103

DINING ROOM104

14 RUNS @ 265

DN. 14 RIS. @ 185.4

HALL105

FAMILY ROOM106

PANTRY108

DINETTE107

UTILITY RM.110

KITCHEN109

125

8172

89

125

89

38 x

140 @

300 O

.C.

S-P

-F N

O. 1

S-P

-F N

O. 1

S-P

-F N

O. 1

S-P

-F N

O. 1

38 x

286 @

300 O

.C.

38 x

286 @

300 O

.C.

38 x

140 @

300 O

.C.

38 x

286 @

300 O

.C. S-P

-F N

O. 1

REFRIG.(N.I.C.)

A-3

1

@ 180.5UP 15 RIS.

SK-4

1A-5

1A-5

1A-4

1SK-8

3A-5

3A-5

1

MET. TRESHOLD

125

TYPICAL WALL CONSTRUCTION:16 GYPSUM DRYWALL25 INSUL. SHEATHING

38 X 140 STUDS AT 600 O.C.FILLED WITH R.I.S. 5.5 BATT. INSUL.

0.75 POLYETH. VAP. BAR.WALLS TO BE GAS PROOFED

150 HIGH WOOD PLATFORM

1205

UP 2 RISERS @ 150

SLOPE DOWN 25

2515

ROD & SHELF

CONC. STEP

50 CONC. TOPPINGWATERPROOFING MEMBRANE150 REINF. CONC. SLAB

FACE OFSTUD WALLFACE OF STUDS1

065

SLOPE CONC. SLAB DOWN 100

140

1A2

FIRST FLOOR PLANSCALE 1:50

LINTEL SCHEDULECountNUMBER STEEL_DESCRIPTION WOOD_DESCRIPTION

1 L01 190 x 90 x 6 2 x 38 x 184 S-P-F NO. 11 L02 190 x 90 x 6 2 x 38 x 89 S-P-F NO. 11 L03 190 x 90 x 6 2 x 38 x 286 S-P-F NO. 11 L05 190 x 90 x 6 2 x 38 x 235 S-P-F NO. 11 L08 N/A 2 x 38 x 184 S-P-F NO. 11 L09 N/A 2 x 38 x 235 S-P-F NO. 12 L04 190 x 90 x 6 2 x 38 x 140 S-P-F NO. 12 L06 190 x 90 x 6 2 x 38 x 235 S-P-F NO. 12 L11 N/A 2 x 38 x 286 S-P-F NO. 13 L07 190 x 90 x 6 2 x 38 x 184 S-P-F NO. 13 L10 190 x 90 x 6 2 x 38 x 140 S-P-F NO. 1

BEAM SCHEDULECountBEAM_NUMBER DESCRIPTION

1 B1 4- 38 x 286 S-P-F NO. 11 B2 3- 38 x 184 S-P-F NO. 11 B3 5- 38 x 235 S-P-F NO. 11 B4 4- 38 x 184 S-P-F NO. 1

CEILING LIGHT (CEILING MOUNTED LIGHT)

DUPLEX RECEPTICAL

WALL SWITCH

3-WAY SWITCH

4-WAY SWITCH

$

$³

$4

LEGEND:


TECHNOLOGY

ARCHITECTURAL

1:50

JUNE 30, 2014

FOR MR. & MRS. J.W. DOE

ARC. 201-01HAZEL GUNDRAN

89 X 89 POSTON 300 DIAMETER PIERMIN. 1200 BELOW GRADE

S-P

-F N

O. 1

38 x

286 @

300 O

.C.

S-P

-F N

O. 1

38 x

286 @

400 O

.C.

S-P

-F N

O. 1

38 x

286 @

400 O

.C.

S-P

-F N

O. 1

38 x

235 @

300 O

.C.

S-P

-F N

O. 1

S-P

-F N

O. 1

S-P

-F N

O. 1

38 x

89

S-P

-F N

O. 1

38 x

184 @

400 O

.C.

@ 4

00 O

.C.

38 x

89

@ 4

00 O

.C.

S-P-F NO. 138 x 184 @ 300 O.C.

38 x

140

@ 4

00 O

.C.

L-B1

L-B2

L-B3L-B3L-B4

L-B5

BASEMENT LINTEL SCHEDULECountNUMBERSTEEL_DESCRIPTIONWOOD_DESCRIPTION

1 L-B1 2 - 190 x 90 x 6 ---1 L-B2 190 x 90 x 6 2 - 38 x 1402 L-B3 190 x 90 x 6 2 - 38 x 1401 L-B4 190 x 90 x 6 2 - 38 x 2351 L-B5 2 - 190 x 90 x 6 ---

3A-5

FURNACE & STORAGE RM.B2

RECREATION RM.B1

COLD STORAGEB3

A-51

A-41

A-53

A-51

3A-5

UNEXCAVATED

CRAWL SPACE(HEATED)

ACCESS OPENING

DELETE 2 BLOCKCOURSESAT O.H. DOORS

GALV. MET. WINDOW WELL

BAY WINDOW ABOVE

16470

9685

6785

7020

2665

625

965

1470

2340

1385

19370

857077003100

16470

4795

2100

8370

1205

1280

1280

1280

1280

2560

2560

19370

4500

2500104706400

630965

205

2200

205

965241515751310

250

256025601280128012801280

4090

2885

1A5

BASEMENT FLOOR PLANSCALE 1:50

190

8190

190

240

2860

240

3060

190

4210

190

5590

290

2210

290

272489

1400250

240

2885

390

2885

190

100

3230 3330 3330290

240

1860

240

3141

4749

240

1309

290

4595

4275

100190

1985

240

285

1275

891

120

89

1702

290

290

2085

290

6830

190

2 - 38 x 184 W'D BEAMS(W.CEDAR OR PRESS. TREATED)(TYPICAL)

4595

CERAMIC TILE HEARTH(WOOD BURNING STOVEN.I.C.)

290 POURED CONCRETE16 GYPSUM DRYWALL25 INSUL. SHEATHING



240 POURED CONCRETE16 GYPSUM DRYWALL25 INSUL. SHEATHING38 X 140 STUDS AT 600 O.C.FILLED WITH R.I.S. 5.5 BATT. INSUL.0.75 POLYETH. VAP. BAR.WALLS TO BE GAS PROOFED

290 POURED CONCRETE16 GYPSUM DRYWALL25 INSUL. SHEATHING38 X 140 STUDS AT 600 O.C.FILLED W/ R.I.S. 5.5 BATT. INSUL.0.75 POLYETH. VAP. BAR.WALLS TO BE GAS PROOFED

190 POURED CONC.

89 CONC. BLOCK

240 POURED CONCRETE16 GYPSUM DRYWALL25 INSUL. SHEATHING



190 POURED CONCRETE0.75 POLYETH. VAP. BAR.

WALLS TO BE GAS PROOFED


TECHNOLOGY

ARCHITECTURAL

1:50

JULY 15, 2014

FOR MR. & MRS. J.W. DOE

ARC. 201-01HAZEL GUNDRAN

2456

2707

2595

TOP OF BSMT. CONC SLAB

FINISHED GRADE

TOP OF MAIN FLOOR

TOP OF 2ND FLOOR

UNDERSIDE OF CEILING

TOP OF CONC. FOUNDATION WALL

295

150

2400

19 T&G CEDAR SIDINGON BUILDING PAPERON 10 EXT. TYPE PLYWOODON 25 INSULATION SHEATHINGON 38 x 140 WOOD STUDSFILLED W/ R20 FIBERGLASS BATT. INSUL.ON 0.15 POLYETH. VAPOUR BARRIERON 16 GYPSUM DRYWALL

HALL201

LIVING ROOM103

FOYER101

GARAGE112

REC. RM.B1

19 T&G CEDAR SIDINGON BUILDING PAPERON 10 EXT. TYPE PLYWOODON 25 INSULATION SHEATHINGON 38 x 140 WOOD STUDSFILLED W/ R20 FIBERGLASS BATT. INSUL.ON 0.15 POLYETH. VAPOUR BARRIERON 16 GYPSUM DRYWALLBED ROOM

204

16 GYP. DRYWALL25 INSUL. SHEATHING38 x 140 STUDS @600 O.C.FILLED W/ R.I.S. 5.5 BATT. INSUL.16 GYP. DRYWALLWALLS TO BE GAS-PROOFED

DAMPROOFING ON 7 MIN. PARGINGW/ COVE AT FOOTINGON 290 CONC. BLOCK FOUNDATION WALLON POLYETH. MOISTURE BARRIERON 38 x 89 W'D STRAPPING @400 O.C.FILLED W/ 64 RIGID INSULATION0.15 VAPOUR BARRIER16 GYPSUM DRYWALL


90 FACE BRICK25 AIR SPACE25 R.S.I. 5.6 RIGID INSULATIONON 38 x 140 STUDS @ 600 0.C.FILLED W/ R20 BATT. INSUL.16 GYPSUM DRYWALL

38 X 89 W'D BLOCKING

90 FACE BRICK25 AIR SPACEBLDG. PAPER10 PLYW'D SHEATHING38 x 89 W'D STUDS@400 O.C.WALLS TO BE GAS-PROOFED

200 x 200 x 13 THICKST. BASE PLATE

38 x 235 FLOOR JOISTS@400 O.C.W/ CROSS BRIDGING@2100 O.C.

5-38 x 286 BUILT-UPW'D BEAM

2-38 x 89 TOP PLATE

MET. JOIST. HANGER

38 x 89 LOAD BEARINGSTUD WALL

1417

38 x 89 BASE PLATE

H.S.S. 89 O.D. X 6.35

2-38 x 235 LINTEL

1290

295

UNDISTURBED SOIL

150

10.25 KG/M^2 ASPHALT SHINGLESON 13 MM PLYWOOD SHEATINGON 38 x 89 ENGINEERED ROOF TRUSSES

9775

640 x 640 x 300 DEEPCONC. FOOTING

2456

150

1200

1200

1767

16 INT. CEILING FINISHCONT. VAPOUR/AIR BARR.MIN. R.S.I. 5.8 INSUL.

75

2369

16 2

35

16

2456

16 2

35

16

2456

16

1120100

1220

89

38 x 140 CEIL'G JOISTS@ 400 O.C.

75 REINF. CONC. SLAB120 MIN. GRAVEL OR CRUSHED STONE

75 REINF. CONC. SLAB TOP OF CONC.FOUNDATION WALL

TOP OF FOOTING

1

3

1

3

10.25 KG/M^2 ASPH. SHINGLESON 13 MM PLYW'D SHEATINGON 38 x 184 ROOF RAFTERS@400 O.C.


TOP OF MAIN FLOORSUBFLOOR

TOP OF 2ND FLOORSUBFLOOR


2456

2707

2595 1930

1050

38 x 89 THRUST BLOCKOR KICKER PLATE

MET. WALL BRACKETS@1050 O.C. MAX

125 MIN. CRUSHED STONEOR GRAVEL

75 MIN. CONC. SLAB

2-38 x 235 HEADERWITH 38 x 89 LEDGE

38 x 235 FLOOR JOISTS@400 O.C.

125

75

2328

16 235

16 10

2430

16 235

16

10

2-38 x 235 HEADER

38 x 38 CROSS-BRIDGING@2100 O.C. MAX

16 GYPSUMDRYWALL CEILING

16 GYP. DRYWALLSUBFLOOR

10 FINISHED FLOORING 10 FINISHED FLOORINGON 16 GYP. DRYWALLSUBFLOOR






2-38 x 235 HEADER








45 x 135 HARDWOODHANDRAIL

90 MIN.EFFECTIVE DEPTH

15 x 15 STEELS PICKETS@115 O.C. MAX

30 HARDW'D TREAD22 HARDW'D RISER

16 DRYWALL SOFFIT

24025

185

3710 (TOTAL RUN)14 TREAD @ 265

24025

1050

1050

181

3975 (TOTAL RUN)15 TREAD @265

38 x 286 HOUSEDHARW'D STRINGER16 GYP.DRYWALL SOFFIT

2605

2707

(TO

TAL

RUN)

(TO

TAL

RUN)

14 R

ISER

S @

185.4

15 R

ISER

S @

180.5

2430

16

BUILDING CROSS SECTION1A-6 SCALE 1:50

SECTION THROUGH STAIR2A-6 SCALE 1:25

2456

2707

2595


FINISHED GRADE

TOP OF MAIN FLOOR

TOP OF 2ND FLOOR


TOP OF CONC. FOUNDATION WALL

295

150

2400

19 T&G CEDAR SIDINGON BUILDING PAPERON 10 EXT. TYPE PLYWOODON 25 INSULATION SHEATHINGON 38 x 140 WOOD STUDSFILLED W/ R20 FIBERGLASS BATT. INSUL.ON 0.15 POLYETH. VAPOUR BARRIERON 16 GYPSUM DRYWALL

HALL201

LIVING ROOM103

FOYER101

GARAGE112

REC. RM.B1

19 T&G CEDAR SIDINGON BUILDING PAPERON 10 EXT. TYPE PLYWOODON 25 INSULATION SHEATHINGON 38 x 140 WOOD STUDSFILLED W/ R20 FIBERGLASS BATT. INSUL.ON 0.15 POLYETH. VAPOUR BARRIERON 16 GYPSUM DRYWALLBED ROOM

204

16 GYP. DRYWALL25 INSUL. SHEATHING38 x 140 STUDS @600 O.C.FILLED W/ R.I.S. 5.5 BATT. INSUL.16 GYP. DRYWALLWALLS TO BE GAS-PROOFED



90 FACE BRICK25 AIR SPACE25 R.S.I. 5.6 RIGID INSULATIONON 38 x 140 STUDS @ 600 0.C.FILLED W/ R20 BATT. INSUL.16 GYPSUM DRYWALL

38 X 89 W'D BLOCKING

90 FACE BRICK25 AIR SPACEBLDG. PAPER10 PLYW'D SHEATHING38 x 89 W'D STUDS@400 O.C.WALLS TO BE GAS-PROOFED

200 x 200 x 13 THICKST. BASE PLATE

38 x 235 FLOOR JOISTS@400 O.C.W/ CROSS BRIDGING@2100 O.C.

5-38 x 286 BUILT-UPW'D BEAM

2-38 x 89 TOP PLATE

MET. JOIST. HANGER

38 x 89 LOAD BEARINGSTUD WALL

1417

38 x 89 BASE PLATE

H.S.S. 89 O.D. X 6.35

2-38 x 235 LINTEL

1290

295

UNDISTURBED SOIL

150

10.25 KG/M^2 ASPHALT SHINGLESON 13 MM PLYWOOD SHEATINGON 38 x 89 ENGINEERED ROOF TRUSSES

9775

640 x 640 x 300 DEEPCONC. FOOTING

2456

150

1200

1200

1767

16 INT. CEILING FINISHCONT. VAPOUR/AIR BARR.MIN. R.S.I. 5.8 INSUL.

75

2369

16 2

35

16

2456

16 2

35

16

2456

16

1120100

1220

89

38 x 140 CEIL'G JOISTS@ 400 O.C.

75 REINF. CONC. SLAB120 MIN. GRAVEL OR CRUSHED STONE

75 REINF. CONC. SLAB TOP OF CONC.FOUNDATION WALL

TOP OF FOOTING

1

3

1

3

10.25 KG/M^2 ASPH. SHINGLESON 13 MM PLYW'D SHEATINGON 38 x 184 ROOF RAFTERS@400 O.C.


TOP OF MAIN FLOORSUBFLOOR

TOP OF 2ND FLOORSUBFLOOR


2456

2707

2595 1930

1050

38 x 89 THRUST BLOCKOR KICKER PLATE

MET. WALL BRACKETS@1050 O.C. MAX

125 MIN. CRUSHED STONEOR GRAVEL

75 MIN. CONC. SLAB



125

75

2328

16 235

16 10

2430

16 235

16

10

2-38 x 235 HEADER










2-38 x 235 HEADER








45 x 135 HARDWOODHANDRAIL

90 MIN.EFFECTIVE DEPTH

15 x 15 STEELS PICKETS@115 O.C. MAX

30 HARDW'D TREAD22 HARDW'D RISER

16 DRYWALL SOFFIT

24025

185

3710 (TOTAL RUN)14 TREAD @ 265

24025

1050

1050

181

3975 (TOTAL RUN)15 TREAD @265

38 x 286 HOUSEDHARW'D STRINGER16 GYP.DRYWALL SOFFIT

2605

2707

(TO

TAL

RUN)

(TO

TAL

RUN)

14 R

ISER

S @

185.4

15 R

ISER

S @

180.5

2430

16

BUILDING CROSS SECTION1A-6 SCALE 1:50

SECTION THROUGH STAIR2A-6 SCALE 1:25

SCALE 1:125

C

REFLECTED CEILING PLAN2A7

1 2 3 4 5 6

B

A

E

D

9000

9000

45350

9000

36350

9000

9000

9000

9000

90009000

DENOTES 500 X 1500 RECESSEDFLUORESCENT LIGHT FIXTURE

DENOTES 500 X 500 RECESSEDFLUORESCENT LIGHT FIXTURE

DENOTES 500 X 1500 LAY-INACOUSTIC TILE IN SUSPENDEDT-BAR SYSTEM

DENOTES 610 X 1219 X 8 DEEPALUM. EGG CRATE LOUVERS INDRYWALL COVE, WITH DOUBLE TUBEFLUORESCENT FIXTURE ABOVE

DENOTES RECESSED LED POT-LIGHT FIXTURE

DENOTES 400 X 400 STRUCTURALCONCRETE COLUMN

DENOTES SURFACE MOUNTED 250 X 1500FLUORESCENT LIGHT FIXTURE

DENOTES 500 X 500 LAY-INACOUSTIC TILE IN SUSPENDEDT-BAR SYSTEM

GYPSUM DRYWALL EDGE

575

350

575

350

LEGEND:

ALUMINUM CURTAIN WALL FRAME

ALUMINUM WINDOW FRAME

DRYWALL

DRYWALL

000

SHOWROOM103

3600

7200

OFFICE207 125

85

80

38

800

211

8998

3600

200

200

3600

1400

200

1200

2000

2389

800

800

65

FLASHING

PREFIN. MET. CAPFLASH'GSECURED W/ MET. CLEATSOR STARTER CLIPSTREATED 38 x 140 W'D

16 EXTERIOR GRADE PLYW'D

SYNTHETIC WATERPROOFINGMEMBRANE (OR FLEXIBLESYNTH. FLASHING)

SEALANT

SOLDIER BRICK CRS.

50 RIGID INSULATION

PARAPET REINFORCINGU/S STEEL ROOF DECK

STRUCTURAL STEEL BEAM

SPACE FOR BEAMDEFLECTION

10 Ø ANCHOR BOLTS@1200

GALVANIZED LADDER TYPEJOINT REINFORCING WITHPLASTIC CLIPS@ 400 O.C.

ALUMINUM SILL

SEALANT AND BACKER ROD

50 x 125 THERMALLYBROKEN ALUMINUMFRAME

INSULATING GLASS UNIT

9O FACE BRICK

50 RIGID INSULATION

25 AIR SPACEELASTOMERIC MEMBRANEAIR/VAPOUR BARRIER

190 CONC. BLOCK

MORTAR DROPPINGCONTROL MESHWEEP HOLESFLASHING

6515060

8038

80210

100290

100

CONTIN. REINF. CONC.BAND COURSE

290 CONC. BLK.FOUNDATION WALL

REINF. CONC. FOOT'GON UNDISTURBED SOIL

FINISHED FLOORINGON 65 CONC. SLAB REINF.WITH W.W.M.ON STEEL PANON O.W.S.J. @ 600 O.C.

TREATED 38 x 89W'D FRAMING16 EXT. GR. PLYW'D

TREATED 2-38x89W'D FRAM'GAT 1200 O.C.ANCHORED TOMASONRY WITH10 Ø BOLTS

GRAVEL BALLASTON FILTER FABRICON 75 RIGID INSULATIONON SINGLE PLY SYNTHETICWATERPROOF'G MEMBRANEON 13 G.W.B.ON 40 CORRUG. GALV. ST.DECK

80275

355

LAY-IN ACOUSTIC TILEON SUSPENDED T-BARSYSTEM

O.W.S.J. @ 600 O.C.


FINISHED FLOORINGON 100 CONC. SLABON 0.15 POLYETH. D.P.C.ON 150 GRANULAR SILL

7A-6

8A-6

FLASHING

190 CONC. BLK. LINTEL(UP TO 2400 OPENINGSPANS)

PLASTIC LAM.ON 19 PLYW'D STOOLON W'D BLOCKING

SEALANTTREATED W'D BLOCKING

THERMALLY BROKENALUMINUM FRAME


50 WATER RESISTANTRIGID INSULATIONON DAMPPROOFINGCOATING

100 Ø MIN.DRAINAGE PIPEWITH 150 MIN.CRUSHED STONE

T/O 2ND FLOORCONC. SLAB

T.O. CONC. SLABFINISHED GRADE

000

3600

7200

CONFERENCE RM.210

VESTIBULE101

38 CARRYING CHANNELS22 FURRING CHANNELSON 16 G.W.B.ON AIR/VAPOUR BARRIERON 50 RIGID INSULATIONON CARRIER CHANNELSON LINEAR ALUMINUM PANELSWITH FILLER STRIPS

90

75

58

132

90

75

190

190 CONC. BLK. LINTEL(UP TO 2400 OPENINGSPANS)

ALUMINUM THRESHOLDSET ON SEALANTS

ALUMINUM DOOR WITHINSULATED GLASS

50 x 150 ALUMINUMDOOR FRAME BEYOND

16 G.W.B.ON 22 MET. FURR'G CH.ON CONC. BLK.ON AIR/VAP. BARRIERON 50 RIGID INSUL.ON 25 AIR SPACEON BRICK COURSE


MASONRY COLUMNBEYOND

335 x 10 ST. PLATEFLASHINGWEEP HOLES

MORTAR DROPPINGCONTROL

75 x 75 x 8 ST. ANGLEHANGERS @ 1200

15 COMPRESS FILLER

SEAL AIR/VAPOURBARRIER TO BLOCK

GALVANIZED LADDER TYPEJOINT REINFORCING WITHPLASTIC CLIPS@ 400 O.C.


SEALANT

PLASTIC LAM. ON19 PLYWOOD STOOL

65

125

85

80

38

ST. ANGLE CLIPS

ALUMINUM SILL

38 x 64 TREATED W'DSUB-FRAME ANCHOREDTO CONC. BLK WITHSHEET MET. STRAPS

SEALANT AND BACKER ROD

50 x 125 THERMALLYBROKEN ALUMINUMFRAME


16 GYP. DRYWALLON 22 MET. FURR'G CH.

FLASHING

O.W.S.J. @ 600 O.C.

PREFIN. MET. CAPFLASH'GSECURED W/ MET. CLEATSOR STARTER CLIPSTREATED 38 x 140 W'D

16 EXTERIOR GRADE PLYW'D

SYNTHETIC WATERPROOFINGMEMBRANE (OR FLEXIBLESYNTH. FLASHING)

SEALANT

SOLDIER BRICK CRS.

50 RIGID INSULATION

PARAPET REINFORCING

U/S STEEL ROOF DECK

TREATED 38 x 89 W'D FRAMING16 EXT. GR. PLYW'D

STRUCTURAL STEEL BEAM

SPACE FOR BEAMDEFLECTION

265 x 10 ST. PLATE

10 Ø ANCHOR BOLTS AT 1200

TREATED 2-38 x 89 W'D FRAM'GAT 1200 O.C. ANCHORED TOMASONRY WITH 10 Ø BOLTS

GRAVEL BALLASTON FILTER FABRICON 75 RIGID INSULATIONON SINGLE PLY SYNTHETICWATERPROOFING MEMBRANEON 13 G.W.B.ON 40 CORRUG. GALV. ST. DECK

80275

355

9O FACE BRICK

50 RIGID INSULATION

25 AIR SPACEELASTOMERIC MEMBRANEAIR/VAPOUR BARRIER

190 CONC. BLOCK

T.O. CONC. SLAB

CONTIN. REINF. CONC.BAND COURSE

290 CONC. BLK.FOUNDATION WALL 50 WATER RESISTANT

RIGID INSULATIONON DAMPPROOFINGCOATING

12 PREMOULDED JOINTFILLER AND SEALANTFINISHED FLOORINGON 100 CONC. SLABON 0.15 POLYETH. D.P.C.ON 150 GRANULAR SILL

FINISHED GRADE

100 Ø MIN.DRAINAGE PIPEWITH 150 MIN.CRUSHED STONE

REINF. CONC. FOOT'GON UNDISTURBED SOIL

FINISHED FLOORINGON 65 CONC. SLAB REINF.WITH W.W.M.ON STEEL PANON O.W.S.J. @ 600 O.C.

490

89

98

14

00

36

00

36

00

20

07

00

30

08

00

80

02

00

08

00

22

00

60

080210

100290

100

390 420 390

20

02

00

T/O 2ND FLOORCONC. SLAB

OUTLINE OF COLUMNFOUND BEYOND

WALL SECTION1A-6 SCALE 1:20

WALL SECTION2A-6 SCALE 1:20

7200

TREATED 2 - 29x89 FRAM'G@1200 O.C. ANCHORED TOMASONRY WITH 10 Ø BOLTS

PARAPET REINFORCING

TREATED 38X89 W'D FRAM'GGRAVEL BALLASTON FILTER FABRICON 75 RIGID INSULATIONON SINGLE PLY SYNTHETICWATERPROOF'G MEMBRANEON 13 G.W.B.ON 40 CORRUG. GALV. ST.DECKON O.W.S.J. @ 600 O.C

LAY-IN ACOUSTIC TILE ONSUSPENDED T-BAR SYSTEM

190

50

25

90

CONC. BLK.ON AIR/VAPOUR BARRIERON RIGID INSULATIONON 25 AIR SPACEON BRICK COURSE

U/S OF ST. DECK

STEEL ANGLE CLIP

SPACE FOR MOVEMENTJOINT

GALVANIZED LADDERTYPE JOINT REINFORC'GWITH PLASTIC CLIPS@ 400 O.C.

AC. T IN SUSP.'T'-BAR SYST.

SECTION DETAIL3A-6 SCALE 1:10

GRAVEL ON 4 PLY.BUILT-UP ROOFING150 RIGID INSUL.VAPOUR BARRIER40 STEEL DECK190 CONC BLK.

4800U/S OF ST. DECK

STEEL ANGLE CLIP

15 GYPS. WALLBD.22 FURRING CHANNELS

600 O.W.S.J@1550 O.C

W410-180 ST. BM

WALL MOUNTING ANGLE

LABORATORY108

ASSEMBLY109


FLASHING SEALEDON VAPOURBARRIER

190 CONC. BLK.LINTEL (UPTO2400 OPENINGSPANS)

L-150X100X10

SEALANT

190 75 90

38 140 150 65

INSULATEDGLASS UNIT

WINDOW HEAD DETAIL7A-6 SCALE 1:5

PLAST. LAM. ON190 PLYWOOD STOOLON W'D BLOCKING

TREATED W'D BLOCKING

GALVANIZED METAL TIES@ 400 O.C VERT

SEALANT

W'D SHIM

SEALANT

16 G.W.B ON22 FURRINGCHANNELS@400 O.C

ALUM. SILL

90 FACE BRICK

25 AIR SPACE

9075

275

25

355

WINDOW SILL DETAIL8A-6 SCALE 1:5

150

40 5025

35

SEALANT &BACKER RODW'D SHIM

38X64 TREATED W'DFRAME ANCHORED TOCONC. BLK. W/ SHEETMETAL STRAPS

9A-6

WINDOW JAMBSCALE 1:5

200X200 ST. COLUMN16 G.W.B22 FURRINGCHANNELS190 CONC. BLK.

90 FACE BRICK25 AIR SPACE50 RIGID INSULATIONVAPOUR BARRIER

9025

50

190

MAIN STAIRCASE102

PLAN DET. AT COL'N5A-6 SCALE 1:10


STEEL PAN

65 CONC. SLAB, REINF.W/ W.W.M. ON

FIN. FLOORING MATERIAL(e.g. V.A.T) ON

VINYL BASEBOARD

16 GYP. DRYWALL ON22 MET. FURRING CHANNELS

600 O.W.S.J@500 O.C.

STRUCT.ST. BEAM

800

2800

GALV. MET. TIES

1907590

80

WALL MOULDING ANGLE WALL FINISH (e.g. DRYWALLON 22 MET. FURRING) WHEREAPPLICAPLE.

LABORATORY108

OFFICE105

AUXILLARYSERVICES RM.

204


-3350 T/O CONCRETE CURB

-3200 T/O LOWER LEVELCONC. FLOOR SLAB

-400 T/O CONCRETE TOPPING

2048 U/S OF TRUSS

M

66

48

14

00

28

00

FLO

OR

TO F

LOO

R2

44

85

09

20

01

20

03

49

45

0

15

0

57

29

31

00

38

72

23

810

01

84

38

20

0 (T

YP.)

600 (TYP.)

20

67

(31

BRI

CK

CO

URS

ES)

MAS

ONR

Y O

PENI

NG A

S P

ERSLI

DIN

G D

OO

R M

ANUFA

CTU

RER

80

0(1

2 B

RIC

K C

OURS

ES)

12

67

(19

BRI

CK

CO

URS

ES)

MAS

ONR

Y O

PENI

NG A

S P

ERW

IND

OW

MAN

UFA

CTU

RER

53

3(1

9 B

RIC

K C

OURS

ES)

20

0

33

3(5

BRI

CK

CO

URS

ES)

14

00

MIN

.8

00

12

67

THRO

UG

H O

PENI

NG)

14

31

90

14

72

03

50

20

67

THRO

UG

H O

PENI

NG1

43

19

04

8 48 32

50

0

20

0 10

010

240 140

95 285

380

39095 295

190 110 90

70

70

390

4595

400 MIN. 1100

EAVE PROTECTION (WATERPROOFING MEMBRANE)

2.4

1SLOPE

38 X 184 PRESSURETREATED RAILS

38 X 89 PRESSURETREATED RAIL (TYP.)

38 X 38 PRESSURETREATED PICKETS@ 138 O.C.

38 X 89 PRESSURETREATED POSTS@ 1200 O.C.

GALV. METAL U-BRACKETS@ 1200 O.C. WELDED T0GALV. STEEL CHANNELANCHORED TO CONC. SLAB

150 X 300 CONC. CURB

PAVING & CURBAT WHEELCHAIR UNIT

CONTINOUS 50 WIDE SCREENED VENT

19 X 184 PINE BOARDS @ 214 O.C.ON 13 PINE PLYWOOD SOFFIT

19 X 184 PINE BOARDS @ 214 O.C.ON 19 X 64 PINE BATTENSON BUILDING PAPERON 13 PLYWOOD SHEATHING

WOOD BLOCKING AS REQUIRED

WOOD BLOCKING, VARIABLEHEIGHT FOR DRAINAGE SLOPE

PREFINISHED METAL FLASHING

VARI

ES 1

00

MIN

.

20 M

IN.

13 PRESSURE TREATED PLYWOOD

LINE EAVE THROUGH WITH SPRAYEDON WATERPROOFING MEMBRANE

EXTENDED WATERPROOFING MEMBRANEUP ROOF MIN. 300 OVERLAP BLDG. PAPER

FACE OF TRUSSTYPICAL ROOF CONSTRUCTION 'C':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 PLYW'D SHEATHINGON W'D TRUSSES @ 600 O.C.

38 X 140 FRAMING

38 X 184 HEADER

38 X 140 FRAMING

19 X 32 WOOD TRIM

805 191

WEEP HOLES AT 600 O.C.

FLASHING

L - 150 X 90 X 10SEALANT AND BACKING ROD

996

VINYL - CLAD WOODSLIDING DOOR AND FRAME

(SEE SPECIFICATIONS)

200 SOLID PRECASTCONCRETE SLAB

1600

SEALANT

TYPICAL 390 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR VAPOUR BARRIERON 190 CONCRETE BLOCK


FLASHINGL - 150 X 90 X 10SEALANTFACE OF BRICK PIER BEYOND

VINYL - CLAD WOODWINDOW AND FRAME(SEE SPECIFICATION)

SEALANTALUMINUM SILL

2 - 38 X 89 PRESSURE TREATED WOOD

ADJUSTABLE SHEAR CONNECTORMETAL TIES @ 400 O.C. VERTICAL (TYP.)SEAL FLASHING TOAIR/VAPOUR BARRIERMORTAR DROPPING MESHWEEP HOLES AT 600 O.C.FLASHING

INTERLOCKING CONC. PAVERSON 100 COMPACTED CRUSHEDLIMESTONE SCREENING

SLOPE DOWN 2% MIN.

50 EXTRUDED POLYSTYRENE INSULATION

TYPICAL FOUNDATION WALL:380 REINF. CONC. FOUNDATION WALLDAMPPROOFING COATING50 EXTRUDED POLYSTYRENE INSULATIONDRAINAGE MAT

100 DIAMETER MIN. DRAINAGE PIPECOVERED WITH 150 MIN. CRUSHED STONE

REINF. CONC. FOOTING ON UNDISTURBED SOIL(SEE STRUCTURAL DRAWINGS)

TYPICAL LOWER FLOOR:100 CONC. SLAB REINF. WITH W.M.M.ON 0.15 POLYETHYLENE DAMPROOFING LAYERON 150 COMPACTED GRANULAR FILL

SEE ROOM FINISH SCHEDULEFOR FLOOR FINISH

13 G.W.B. ON22 FURRING CHANNELS@ 400 O.C.

WOOD STOOLON WOOD BLOCKING

SEALANT

16 GYPSUM WALL BOARDON 16 X 64 STRAPPING

TEXTURED FINISHSTEEL DOWEL TIE-DOWN IN EACHGROUTED KEY JOINT BEYONDHIGH DENSITY PLASTIC(MASONITE) BEARING PADS

CONTINUOUS 2 BRICK COURSES

CONTINUOUS CONC. BLOCK BOND BEAM(SEE STRUCTURAL DRAWINGS)

13 G.W.B. ON22 FURRING CHANNELS @ 400 O.C.

TYPICAL FLOOR:50 CONC. TOPPINGON 250 PRESTRESSED CONC.HOLLOW CORE SLAB


CONTINUOUS CONC. BLOCK BOND BEAM(SEE STRUCTURAL DRAWINGS)

38 X 140 PLATE ON6 MORTAR LEVELING BED,13 ANCHOR BOLTS @ 2400 O.C. MAX.

CONTINUOUS 0.15 POLYETHYLENEAIR/VAPOUR BARRIER

RSI 5.1 GLASS FIBRE BATT. INSULATION

LIGHT-WEIGHT ENGINEERED WOODTRUSSES @ 600 O.C.(GUSSET PLATES AS PER MANUFACTURER)

MOTEL UNITU 1XX

MOTEL UNITU 0XX

WALL SECTION1A-3 SCALE 1:12.5

-3800

000 T/O CONC. TOPPING

3044 U/S OF TRUSS

9

SLOPE DOWN 2% MIN.

ADJUSTABLE SHEAR CONNECTORMETAL TIES @ 400 O.C. VERTICAL (TYP.)SEAL FLASHING TOAIR/VAPOUR BARRIERMORTAR DROPPING MESHWEEP HOLES AT 600 O.C.FLASHING

INTERLOCKING CONC. PAVERSON 100 COMPACTED CRUSHEDLIMESTONE SCREENING

50 EXTRUDED POLYSTYRENE INSULATION

TYPICAL FOUNDATION WALL:330 REINF. CONC. FOUNDATION WALLDAMPPROOFING COATING50 EXTRUDED POLYSTYRENE INSULATIONDRAINAGE MAT

100 DIAMETER MIN. DRAINAGE PIPECOVERED WITH 150 MIN. CRUSHED STONE



FACE OF BRICK PIER BEYOND

50 X 150 THERMALLY BROKEN ALUM.FRAME WITH INSULATING GLASS UNIT


SEAL FLASHING TOAIR/VAPOR BARRIER

SEALANT

MORTAR DROPPING MESH

TYPICAL 390 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR VAPOUR BARRIERON 140 CONCRETE BLOCK

SEALANT WITH BACKING ROD

SHIM AND BLOCKING38 X 140 PLATE

38 X 184 WOOD SECURED TOBOTTOM CHORD OF TRUSS

CONTINUOUS SEALANTUNDER SHINGLES


19 X 184 PINE BOARDS @ 214 O.C.19 X 64 PINE BATTENSON BUILDING PAPER13 PLYWOOD SHEATHING38 X 140 STUD FRAMING @ 600 O.C.WITH RSI 3.5 FIBREGLASS BATT. INSUL.

CENTRE LINE OF HEAVY TIMBRETRUSS AND MASONRY COLUMN





SEALANT

WALL MOULDING ANGLE

SEALANT

STRUCTURAL STEEL BEAMWITH 320 X 10 STEEL PLATEWELDED TO BOTTOM FLANGE

16 LAY-IN ACOUSTICTILE IN SUSPENDEDT-BAR SYSTEM

HIGH DENSITY PLASTIC(MASONITE) BEARING PADS

STEEL DOWEL TIE-DOWN INEACH GROUTED KEY JOINT BEYOND





SEALANT

50 X 150 THERMALLY BROKEN ALUM.FRAME WITH INSULATING GLASS UNIT

170 150 70 66

390

FOR METAL CONNECTORS,SEE STRUCTURAL DRAWINGS

SEALANT

40 X 40 ALUM. ANGLE BYWINDOW MANUFACTURER

SOLID MASONRY PIER BEYOND

140 X 235 CEILING JOISTS

HEAVY TIMBER TRUSS

13 PLYWOOD SHEATHING

19 X 140 T. & G. WOOD BOARDS(V-JOINTED)

QUARTER ROUND

CONTINUOUS POLYETHYLENEAIR/VAPOUR BARRIERALL JOINTS SEALED

TYPICAL ROOF CONSTRUCTION 'A':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 EXT. GR. PLYW'D SHEATHINGON 50 RIGID POLYISOCYANURATE INSUL. (R=7.2)ON AIR/VAPOUR BARRIER(FOIL FACED INSULATION WITH JOINTS SEALED)ON 127 X 203 T. & G. WOOD DECK(LAMINATED WITH V-JOINTS)ON HEAVY TIMBER TRUSSES @ 4800 O.C.

51210

140 110 90

340

145 195

150

20

0 10

50

190 140185

330

82

44

14

00

MIN

.6

00

24

00

RO

UG

H O

PENI

NG

80

06

00

24

00

44

14

00

29

70

84

0

T.V. LOUNGE0XX

GENERAL LOUNGE1XX

WALL SECTION2A-3 SCALE 1:12.5

ADJUSTABLE SHEAR CONNECTORMETAL TIES @ 400 O.C. VERTICAL (TYP.)



220 170

T/O LOWER LEVELCONC. FLOOR SLAB

REINF. CONC. FOOTING ON UNDISTURBED SOIL(SEE STRUCTURAL DRAWINGS)

C

2.41

400 MIN.1100


ALUM. FLASH'G & SEALANT

16 GYP. WALL BOARDT/O BOND BEAM19 x 64 W'D TRIM

38 x 140 PLATEON 6 MORTAR LEVELING BED,13 Ø ANCHOR BOLTS @ 1800 O.C.CONC. BLK. LINTEL ( ARCH. BLK.)25 RIGID INSULATIONCONTIN. 0.15 POLYETHYLENEAIR/ VAP. BARRIERW/ SEALED JOINTS

50 x 150 THERM. BROKEN ALUM.FRAME W/ INSULATING GLASS UNIT

19 x 184 PINE B'DS @ 214 O.C.ON 19 x 64 PINE BATTENSON BLDG. PAPERON 38 x 89 W'D STUDS @ 400 O.C.W/ RSI 2.2 GLASS FIBRE BATT. INSUL.

FACE OF ARCH. CONC.BLOCK BEYOND

TYP. 390 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 190 CONCRETE BLOCK

FACE OF BRICK BEYOND

ALUM. SILLSEALANT

2 - 38 x 89 PRESSURE TREATED W'D

STEEL DOWEL TIE-DOWN IN EACHGROUTED KEY JOINT BEYOND

ADJUSTABLE SHEAR CONNECTOR METALTIES @ 400 O.C. VERTICAL (TYP.)BASEBOARDSEE ROOM FINISH SCHEDULEFOR FLOOR FINISHTYPICAL FLOOR:50 CONC. TOPPINGON 250 PRESTRESSED CONC.HOLLOW CORE SLAB

SEAL FLASH'G TOAIR/ VAP. BARRIERMORTAR DROPPING MESHWEEP HOLES @ 600 O.C.FLASHING

FINISHED GRADE

OFFICE1XX

16 G.W.B.ON 22 FURRING CHANNELS @ 400 O.C.ON 38 CARRYING CHANNELS @ 1200 O.C.

16 G.W.B.ON 22 FURRING CHANNELSON FOUNDATION WALL

FITNESS ROOM0XX

50 EXTRUDEDPOLYSTYRENE INSULATION

TYPICAL FOUNDATION WALL:DRAINAGE MATON 50 EXTRUDEDPOLYSTYRENE INSUL.ON DAMPROOFING COATINGON 380 REINF.FOUNDATION WALL

100 Ø MIN. DRAINAGE PIPECOVERED WITH 150 MIN.CRUSHED STONE



12 PREMOULDED JOINT FILLER AND SEALANTAT ISOLATION JOINT

REINFORCED CONC. FOOTINGON UNDISTURBED SOIL(SEE STRUCTURAL DRAWINGS)

38 x 140 FRAMING

38 x 184 HEADER

38 x 140 FRAMING

VAR

IES 1

00 M

IN.

20 M

IN.




WOOD BLOCKING AS REQUIRED



13 PRESSURETREATED PLYWOOD



FACE OF TRUSSTYPICAL ROOF CONSTRUCTION 'C':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 PLYW'D SHEATHINGON W'D TRUSSES @ 600 O.C.

LIGHT-WEIGHT ENGINEERED WOODTRUSSES @ 600 O.C.(GUSSET PLATES AS PER MANUFACTURER)

RSI 5.1 GLASS FIBRE BATT. INSULCONTINUOUS 0.15 POLYETHYLENEAIR/VAPOUR BARRIER

4595

500

32

44

190

2010

800

50

250

530

2970

100

200

WALL SECTION3A-4 SCALE 1: 20

-3800 T/O LOWER LEVELCONC. FLOOR SLAB

000 T/O CONC.TOPPING

3044 U/S OF TRUSS

3800

3044

450

191 805996

70150 170

90110 190295 95

390

300

95240140

380

-3800

000

3044

EDx


TYP. ROOF CONSTRUCTION 'A':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 EXT. GR. PLYW'D SHEATHINGON 50 RIGID POLYISCYANURATEINSULATION (R=7.2)ON AIR/VAPOUR BARRIER(FOIL FACED INSUL. W/ JOINT SEALED)ON 127 x 203 T. & G. WOOD DECK(LAMINATED WITH V-JOINTS)ON HEAVY TIMBER TRUSSES@ 4800 O.C.

19 x 140 T. & G. WOOD BOARDSON 13 PLYWOOD SHEATHINGON 0.15 POLYETHELENEAIR/VAPOUR BARRIER

HEAVY TIMBER TRUSSES@ 4800 O.C.

PRECAST CONC. RAINCAP WITH WASH

CONC. WYTHEBETWEEN FLUES

100 DEEP POURED CONC.CAP W/ WASH AND DRIP


SEE SPECIFICATIONSFOR FLOOR FINISH12 PREMOULDED JOINT FILLERAND SEALANT AT ISOLATION JOINT

2970

830

3044

44

3000

800

400

100

1100

400

400 MIN.

395 MIN.

890 MASONRY BEYOND240 CONCRETE BLOCK

16 G.W.B.ON 22 FURRING CHANNELSON CONCRETE BLOCK

T/O LOWER LEVEL CONC.FLOOR SLAB

HEARTH

MANTEL

NOTE:FORE FIREPLACE, SEEDETAIL DRAWINGS

16 LAY-IN ACOUSTIC TILEIN SUSPENDED T-BAR SYSTEM

HEARTH

NOTE:FORE FIREPLACE, SEEDETAIL DRAWINGS

T/O MASONRY PIER

FOR METAL CONNECTORS, SEESTRUCTURAL DRAWINGS

16 G.W.B.

NON-SHRINKING GROUT

92 METAL STUD FRAMING@ 400 O.C.

FACE OF CHIMNEY BEYOND

HOOD OVER FIREPLACE(SEE DETAILS)

1600

100

300

2000

3800

3044

16 G.W.B.ON 22 FURRING CHANNELS @ 400 O.C.ON 38 CARRYING CHANNELS @ 1200 O.C.

HIGH DENSITY PLASTIC (MASONITE) BEARING PADS

GROUT VOIDS OF CORE SLAB AT SUPPORTS

T/O CONC. TOPPING

SEE SPECIFICATIONSFOR FLOOR FINISHTYPICAL FLOOR:50 CONC. TOPPINGON 250 PRESTRESSED CONC.HOLLOW CORE SLAB

STEEL BAR TIES IN GROUTED KEY JOINTS

LOBBY0XX

MEETING RM 'B'0XX

CORRIDOR1XX

COAT ALCOVE1XX

DINING ROOM1XX

U/S OF TRUSS16 G.W.B.

STRUCTURAL STEAL BEAM WITH38 x 140 WOOD PLATEBOLTED TO TOP FLANGE

92 METAL STUDFRAMING @ 400 O.C.

RSI 5.1 GLASS FIBRE BAT. INSUL.CONTINUOUS 0.15 POLYETHYLENEAIR/VAPOUR BARRIER

RSI 3.5 GLASS FIBRE BAT. INSUL.

TYPICAL ROOF CONSTRUCTION 'C':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 PLYW'D SHEATHINGON W'D TRUSSES @ 600 O.C.

19 x 184 PINE BOARDS @ 214 O.C.ON 19 x 64 PINE BATTENSON BUILDING PAPERON 13 PLYWOOD SHEATHINGON 38 x 140 STUD FRAMINGWITH INSULATION

LIGHT-WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C.(GUSSET PLATES AS PER MANUFACTURER)

38 x 184 RIDGE BOARD


2.41SLOPE

92 9090

400

EQUAL EQUALCOAT HANGER ROD

19 PINE SHELF

890445 44516

92 248 89

1450 M

IN.

400

150

125

50 M

IN.

350

25700

69240051

750125 500 125

250

SLOPE

-3800

T/O LOWER LEVELCONC. FL. SLAB

000

T/O CONC.TOPPING

3044U/S OF TRUSS

-3930

H Hx

LIGHT FIXTURESECURED TOT/O 140 x 140P.T. POST

40 Ø MET. TUBES@ 140 O.C. MAX.

PINE BOARD CASING,BASE, & TRIM

40 Ø METAL TUBINGSYNTH. WATERPROOF'GMEMBRANE

140 x 140 PRESSURETREATED POSTS @1600 O.C. MAX.

19 x 140 T.G.PINE BOARDS4 - 38 x 286 P.T. W'DBUILT-UP BEAM

POST BOLTED TO JOISTAND BUILT-UP BEAM


140 x 140 PRESSURETREATED POST

POST BOLTED TOBRACKET, ANCHOREDTO FOUNDATION


1400

3800

3044

500

3

300

TYP. DECK CONSTRUCTION:38 x 140 P.T. W'D DECK @ 145 O.C.38 x 140 P.T. W'D SLEEPERS @ 600 O.C.ON 13 x 120 x 120 P.T. W'D PADS @ 600 O.C.ON SYNTH. WATERPROOFING MEMBRANEON 16 EXT. GR. T. & G. PLYW'D SUBFLOORON 38 x 235 JOISTS @ 400 O.C. MAX.ON 19 x 140 T. & G. PINE BOARDS

SEE SPECIFICATIONSFOR TROUGHJOIST HANGER

190

140

930

150

AIR SPACE19 152 19

BUILT-UP P.T. W'D BEAMANCHORED TO MASONRY PIER,SET ON 6 CEMENT BED

410

SLOPE DECK DN. 2% MIN.

SLOPE DN. PAVEM'T2% MIN.

1070 M

IN.

50

SEALANTALUMINUM SILL2 - 38 X 89 PRESSURE TREATED WOODADJUSTABLE SHEAR CONNECTORMETAL TIES @ 400 O.C. VERTICAL (TYP.)

SEAL FLASHING TOAIR/VAPOUR BARRIERMORTAR DROPPING MESHWEEP HOLES AT 600 O.C.FLASHINGINTERLOCKING CONC. PAVERSON 100 COMPACTED CRUSHEDLIMESTONE SCREENING

FACE OF BRICK PIER BEYOND


SEAL FLASHING TOAIR/VAPOR BARRIER

SEALANT

MORTAR DROPPING MESH


50 EXTRUDEDPOLYSTYRENE INSULATION

TYPICAL FOUNDATION WALL:330 REINF. CONC.FOUNDATION WALLON DAMPROOFING COATINGON 50 EXTRUDEDPOLYSTYRENE INSUL.ON DRAINAGE MAT

100 Ø MIN. DRAINAGE PIPECOVERED WITH 150 MIN.CRUSHED STONE

REINF. CONC. FOOT'GON UNDISTURBED SOIL(SEE STRUCT. DRAWINGS)

FOOTING OF MASONRYCOLUMN BEYOND

TYPICAL LOWER FLOOR:100 CONC. SLAB REINF.W/ W.M.M.ON 0.15 POLYETHYLENEDAMPROOFING LAYERON 150 COMPACTEDGRANULAR FILL

SEE RM. FINISH SCHED.FOR FLOOR FINISH

1400 M

IN.

2970

830

3044

600

2410

790

600

2400

44

150

250 14011090

300

195 145340

16 LAY-IN ACOUSTIC TILEIN SUSPENDED T-BAR SYSTEM

HIGH DENSITY PLASTIC(MASONITE) BEARING PADS

GROUT VOIDS OF CORESLAB AT SUPPORTS

STEEL DOWEL TIE-DOWN INEACH GROUTED KEY JOINTS


BASEBOARD

PLASTIC LAMINATEON 19 PLYW'D STOOLON W'D BLOCKING

SEALANT


MEETING RM 'B'0XX

DINING ROOM1XX

FOR MET. CONNECTORS,SEE STRUCT. DRAWINGSNON-SHRINKING GROUTSEALANT40 x 40 ALUM. ANGLE BYWINDOW MANUFACTURER

SOLID MASONRY PIER BEYOND

SEALANT

TYP. ROOF CONSTRUCTION 'A':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 EXT. GR. PLYW'D SHEATHINGON 50 RIGID POLYISCYANURATEINSULATION (R=7.2)ON AIR/VAPOUR BARRIER(FOIL FACED INSUL. W/ JOINT SEALED)ON 127 x 203 T. & G. WOOD DECK(LAMINATED WITH V-JOINTS)ON HEAVY TIMBER TRUSSES@ 4800 O.C.

400 MIN. 1250EAVE PROTECTION (WATERPROOFING MEMBRANE)

2.41SLOPE19 x 64 W'D TRIM

W'D BLOCKING AS REQUIRED

19 x 140 T. & G. W'D BOARDS (V-JOINTED)ON 13 PLYW'D SHEATHINGON 0.15 POLYETHELENE AIR/VAP. BARRIERON RSI 3.5 GLASS FIBRE BATT. INSUL.

VAR

IES 1

00 M

IN.

20 M

IN.






13 PRESSURETREATED PLYWOOD



FACE OF TRUSS

4000

W'D BLOCKINGAS REQUIRED

38 x 184 SOFFIT NAILER

38 x 89 NAILER

38 x 140 PLATE

SHIM & BLOCKING

HEAVY TIMBERTRUSSES

1918053707575370150

890

7070

1350 M

IN.

300 Ø CONCRETESONOTUBE FOUNDATION

692

MOTEL UNITU 103

J Dy Dz M

390

BATH RM.U 103A

CORR.U 129

MOTEL UNITU 104

BATH RM.U 104A

MOTEL UNITU 004

CORR.U 029

BATH RM.U 004A

RSI 5.4 GLASS FIBRE BATT INSUL.AND CONTINUOUS 0.15 POLYETHYLENEAIR/VAPOUR BARRIER

2.4

1SLOPE

TYPICAL ROOF CONSTRUCTION 'C':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 PLYW'D SHEATHINGON W'D TRUSSES @ 600 O.C.

TYPICAL LOWER FLOOR:100 CONC. SLAB REINF. WITH W.M.M.ON 0.15 POLYETHYLENE DAMPROOFING LAYERON 150 COMPACTED GRANULAR FILLNOTE:FOR STC RATING OF 55 PARITITONSB/W UNITS TO BE 92 MET. SUDSW/ 2 - 13 G.W.B. EACH SIDEW/ SOUND INSULATION BLANKET

-3200TOP OF LOWER LEVELCONCRETE FLOOR SLAB

-400 TOP OF CONCRETETOPPING

2048 U/S OF TRUSS

TYPICAL FOUNDATION WALL:DRAINAGE MATON 50 EXTRUDED POLYSTYRENE INSUL.ON DAMPROOFING COATINGON 300 REINF. FOUNDATION WALL

HVAC UNIT(SEE MECH. DWGS.)

16 G.W.B. (TYP.)

TYPICAL FOUNDATION WALL:380 REINF. CONC. FOUNDATION WALLON DAMPROOFING COATINGON 50 EXTRUDED POLYSTYRENE INSUL.TO 600 MIN. BELOW DRAINAGE MAT

140 CONC. BLOCKWALL (TYP.)

SPACE FOR EXHAUST(SEE MECH. DWGS.)

TYPICAL FOUNDATION WALL:DRAINAGE MATON 50 EXTRUDED POLYSTYRENE INSUL.ON DAMPROOFING COATINGON 300 REINF. FOUNDATION WALL


HVAC UNIT(SEE MECH. DWGS.)

TEXTURED FINISHCONTINUOUS CONC.BLOCK BOND BEAM

50 CONC. TOPPING ON200 HOLLOW CORE CONC. SLAB

92 METAL STUDSW/ 16 G.W.B.ON BOTH SIDE (TYP.)

LIGHT-WEIGHT ENGINEERED W'D MONOTRUSSES @ 600 O.C. O BE JOINEDAT GRID LINE 'Dz'(GUSSET PLATES AS PERMANUFACTURER)

2.4

1

SLOPE

CENTRE LINE OF 300CONC. FOUNDATION WALL

400 MIN. 1100


400 MIN.1100EAVE PROTECTION (WATERPROOFING MEMBRANE)


T/O CONC. CURB

19 x 184 PINE BOARDS@ 214 O.C.ON 19 x 64 PINE BATTENSON BLDG. PAPERON 13 PLYW'D SHEATHING(TYP.)

150

1667 1

00

200 200

281

450

500

800

1267

381

1800

100

189109455 9455

900

-3350


VINY - CLAD WOODWINDOW AND FRAME(SEE SPECIFICATIONS)

CONC. FOUNDATION WALLAND FOOTING

TOP OF CONCRETE CURB

VINYL - CLAD WOOD SLIDINGDOOR AND FRAME(SEE SPECIFICATION)

CONTINUOUS CONC. BLK.BOND BEAM

150

800

1277

523

200

10

105 200 200

276

500

450

SLOPE DOWN2% MIN.

100

2800

2448

6648

1400 M

IN.

200

1200

800

1410 (M

.O.)

590

2210 (M

.O.) 1

90

48

1600 200

600(TYP.)

FACE OF TRUSS

FACE OF TRUSS

-400T/O CONC.TOPPING

2048

U/S OF TRUSS

200

1050

3848

1400 M

IN.

2448

1A-3

XX-X

XX-X

6S

1A-5

BUILDING CROSS-SECTION THROUGH MOTEL UNITSSCALE 1:75

B Bx C Dx E F G H HxCx

000T/O CONC.TOPPING

3044

-3800

U/S OF TRUSS

TOP OF LOWER LEVELCONCRETE FLOOR SLAB

STAFF LOUNGEM107

CORR.M117

ALCOVEM115

KITCHENM116

GAMES ROOMM205

CORR.M204

SERVERYM206

GENERAL STORAGEM207

TYPICAL LOWER FLOOR:FLOOR FINISHON 100 CONC. SLAB REINF. WITH W.M.M.ON 0.15 POLYETHYLENE DAMPROOFING LAYERON 150 COMPACTED GRANULAR FILL

140 CONC. BLOCK WALL (TYP.)

16 IN-LAY ACOUSTIC TILE ONSUSPENDED T-BAR SYSTEM (TYP.)

16 G.W.B. (TYP.)

140 CONC. BLOCK WALL (TYP.)

STRUCT. STEEL BEAM(SEE STRUCT. DWGS.)

RSI 5.4 GLASS FIBRE BATT INSUL.AND CONTINUOUS 0.15 POLYETHYLENEAIR/VAPOUR BARRIER

FLOOR FINISH ON50 CONC. TOPPING ON200 HOLLOW CORE CONC. SLAB

16 G.W.B. (TYP.)


CONC. BLK. LINTEL

STRUCT. STEEL BEAM(SEE STRUCT. DWGS.)


TYPICAL FOUNDATION WALL:380 REINF. CONC.FOUNDATION WALLON DAMPROOFING COATINGON 50 EXTRUDEDPOLYSTYRENE INSUL.TO 600 MIN. BELOW PAVINGDRAINAGE MAT

CONC. FOUNDATION WALLAND FOOTING AT PIERBEYOND

INTERLOCKING CONC.PAVERS ON 100 COMPACTEDCRUSHED LIMESTONESCREENING

TYP. 390 MASONRYCAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 190 CONCRETE BLOCK

SLOPE DOWN2% MIN.

XX-X

150 x 300 CONC. CURB

300 Ø CONCRETESONOTUBE FOUNDATION

-3930T/O INTERLOCKING CONC. PAVERSAT GRID LINE 'Hx'

PINEBOARD TRIM & CASING ON140 x 140 PRESSURE TREATED POSTS@ 4800 O.C. MAX.

TYP. DECK CONSTRUCTION:38 x 140 P.T. W'D DECK @ 145 O.C.38 x 140 P.T. W'D SLEEPERS @ 600 O.C.ON 13 x 120 x 120 P.T. W'D PADS @ 600 O.C.ON SYNTH. WATERPROOFING MEMBRANEON 16 EXT. GR. T. & G. PLYW'D SUBFLOORON 38 x 235 JOISTS @ 400 O.C. MAX.ON 19 x 140 T. & G. PINE BOARDS

19 x 140 T.&G. PINE BOARDS

LIGHT FIXTURE SECURED TOT/O 140 x 140 P.T. POST

PINEBOARD TRIM & CASING ON140 x 140 PRESSURE TREATEDPOSTS @ 1600 O.C. MAX.

CONC. FOOTING ATLOAD-BEARING WALLBEYOND

XX-X

9S

40 Ø MET. TUBING GUARDRAILAND PICKETS @ 140 O.C. MAX.

200 x 200 x 150 GLASS BLK.WINDOW (SEE SPECIFICATION)

TYPICAL FOUNDATION WALL:380 REINF. CONC. FOUNDATION WALLON DAMPROOFING COATINGON 50 EXTRUDED POLYSTYRENE INSUL.ON DRAINAGE MAT

SLOPE DOWN2% MIN.

INTERLOCKING CONC.PAVERS ON 100 COMPACTEDCRUSHED LIMESTONESCREENING

TYP. 390 MASONRYCAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 190 CONCRETE BLOCK

50 x 150 THERMALLY BROKENALUM. FRAME WITH INSULATINGGLASS UNIT

2970

530

300

3044

200

2800

44

XX-X

1400 M

IN.

3500

300

2000

810

190 44

50

3800

3044

3800

3044

130

2A-5

BUILDING CROSS-SECTION THROUGH MAIN BUILDINGSCALE 1:75

2.4

1SLOPE

2.4

1

SLOPE

TYPICAL ROOF CONSTRUCTION 'C':ASPHALT SHINGLESON UNDERLAYMENT BLDG. PAPERON 13 PLYW'D SHEATHINGON W'D TRUSSES @ 600 O.C. MAX.

LIGHT-WEIGHT ENGINEERED WOODMONO TRUSSES @ 600 O.C. TO BEJOINED AT GRID LINE 'E'(GUSSET PLATES AS PER MANUFACTURER)

CONTINUOUS CONC. BLK.BOND BEAM(SEE STRUCT DWGS.)

16 G.W.B. ON 22 FURRING CHANNELS@ 400 O.C.ON 38 CARRYING CHANNELS@ 1200 O.C. MAX (TYP.)

19 x 184 PINE BOARDS @ 214 O.C.ON 19 x 64 PINE BATTENSON BLDG. PAPERON 13 PLYW'D SHEATHINGON 38 x 140 STUD FRAMINGWITH INSULATION

PREFINISHED METALFLASHING

PRECAST CONC.RAIN CAPWITH WASH(TYP.)

19 x 184 PINE BOARDS @ 214 O.C.ON 19 x 64 PINE BATTENSON BLDG. PAPERON 13 PLYW'D SHEATHINGON 38 x 140 STUD FRAMINGWITH INSULATION

29750

3200 11350 4400 3600 3200

1000150

2400 4000

1100400 MIN.


FACE OF TRUSS

6844

111316 1415 12171819

EQEQ

EQ

HVAC UNIT (TYP.)ALUM. SILL

-400

2048

-3200

THERM. BROKENALUM. DOORSCREEN

FACE BRICK

REINF. CONC.FDN. WALL

ALUM. SILL

2A7 SCALE 1: 100

NORTH ELEVATION OF MOTEL UNITS

125

20212223242526

2048

-400

-3200

T/O PLATE

T/O UPPER FLOORCONCRETE TOPPING

T/O LOWER LEVELCONCRETE SLAB



FACE BRICK

ALUM.WIN.FRAME

FINISH GRADE

ASPHALT SHINGLES GABLE ROOF

LINE EAVE THROUGH W/SPRAYED-ON W.P. MEMB.BEYOND

PREFIN. METAL FLASHINGBOARD & BATTEN SIDINGBUILT-IN GUTTER

REINF. CONC. FT.(SEE STRUCTUREDWG.)

EQEQ

EQ

STEPPED FT.600 MAX.

60

0

19518321832195

26

50

15

01

00

02

40

0

295 66

25

ALUM.WIN.FRAME

15

08

00

12

67

38

1

32

52

80

02

06

73

81

295 66

600 MAX.

17

25

14

00

361 361

14

00

20

67

38

1

12

50

15

08

00

12

67

38

1

17

25

14

00

32

52

65

01

50

80

01

26

73

81

295

15

02

06

73

81

66 295

361 361

T/O CONC. FDN. WALL

T/O RAMP SLAB

LINE EAVE THROUGHWITH SPRAYED-ONW.P. MEMB. BEYOND

ROOF BEND LINE

BOARD AND BATTEN SIDINGBUILT IN GUTTER

ASPHALT SHINGLESGABLE ROOF

FINISH GRADE

30° BEND PIVOT LINE

PREFIN. METAL FLASHING

THERMALLY BROKENALUM. CURTAIN WALLFRAME W/ INSULATINGGLASS UNIT

STEPPED FTG.


SEPARATIONJOINT

T/O CONC.FDN. WALL

STEPPED FTG.

BOARD AND BATTENGABLE WALLMETAL FLASHING

MET. FLASHING BEYOND

T/O CONC.FDN. WALL

VYNIL WOOD WINDOW& DOOR FRAMES WITHINSUL. GLASS UNIT


90 FACE BRICK190 MASONRY PATIOWALL

METAL FLASHING BEYOND TOP CRS. BRICK ROW LOCK

REINF. CONC. FT.(SEE STRUCT. DWG.)


28

00

24

481

05

03

36

00

13

30

11x1A5

122x2y35678910

H.M DOOR& FRAME

000

3044

-3800

ALUM. SILL

NORTH ELEVATION OF MAIN BUILDING1A7 SCALE 1: 100

STONE CHIMNEY

125

125

FINISH GRADE

LINE EAVE THROUGH W/SPRAYED-ON W.P. MEMB.BEYOND

PREFIN. METAL FLASHINGBOARD & BATTEN SIDINGBUILT-IN GUTTER

60

0

295996

000

3044996

-3800

BOARD AND BATTENGABLE WALL

METAL FLASHING

METAL FLASHING BEYOND


INSUL. GLASS UNITIN H.M WIN. FRAMEALUM. SILL

FACE BRICK

66295

361

15

08

00

14

00

84

4

361361

15

0

44

28

00

32

5

361

80

0

295

22

00

361

36

50

20

02

80

0

15

0

20

0

44

36

50

15

04

4

195195996195

195996

14

00

30

44

261

195

25

1951980195195

T/O CONC. FDN. WALL


FACE BRICK

THERM. BROKEN ALUM.FRAME DOOR SCREENW/ INSUL. GLASS UNIT

ALUM. SILL

ALUM. SILL

THERM. BROKEN ALUM.WINDOW FRAME WITHINSULATING GLASS UNIT

REINF. CONC. FDN. WALL



METAL FLASHING

MET. FLASHING BEYOND

METAL FLASHING

THERM. BROKEN ALUM.FRAME W/ INSUL. GLASSUNIT CLERESTORY


METAL FLASHING


FACE BRICK390 x 890MASONRYPIER

CANOPY GABLEROOF

FACE BRICK

SEPARATIONJOINT

T/O CONC. FDN. WALL

T/O RAMP SLAB


ROOF BEND LINE



FINISH GRADE




STEPPED FTG.

32

53

65

01

50

60

02

40

04

4

38

00

30

44

11

51

93

60

07

50

U/S TRUSSESOR T/O PLATE

T/O UPPER FLOORCONC. TOPPING

T/O LOWER LEVELCONC. SLAB

9x2A5

2A3

1A6


HUMBER COLLEGE

DRAWING NO. :

PROJECT NAME :

SCALE :

DATE :

TECHNOLOGY

DRAWN BY :

DRAWING TITLE :

PROJECT NAME :

ARCHITECTURAL

A71:100

APRIL 29, 2016

OF RESORT MOTEL

RESORT MOTEL

NORTH ELEVATION

ARC.351-0NBHAZEL GUNDRAN

4 10

3044

000

-3800

60

02

40

08

00

60

02

40

04

4

000

3044

-3800

-956

1A6

SOUTH ELEVATION OF MAIN BUILDING1A8 SCALE 1: 100

U/S TRUSSESOR T/O PLATE

T/O UPPER FLOORCONC. TOPPING

U/S W'D TRUSSES

T/O LOWER LEVELCONC. SLAB

20

01

05

0

15

0

14

00

16

00

80

02

00

08

00

24

4

12

50

15

06

00

24

00

80

06

00

24

00

44

1951980195

195 66

25

2956666 66

66 95 295

361 361 361 361 361 261


T/O CONC. FDN. WALL

FACE BRICK

T/O RAMP SLAB



ROOF BEND LINE


THERM. BROKENALUM. DOOR SCREEN

T/O RAMP SLAB


FACE BRICK390 x 890MASONRY PIER

BOTTOM OF ALL FT. TO BE 1250MIN. BELOW FIN. GRADE

SPANDREL GLASS UNIT


METAL FLASHING

METAL FLASHING

ALUM. SILL


FINISH GRADE


2A5

12


SEPARATION JOINT

STONE CHIMNEY

5BOARD AND BATTENGABLE WALL

WOOD DECK BEYOND

METAL FLASHING

STONE CHIMNEY

METAL FLASHINGBEYOND

THERMALLY BROKEN ALUM.FRAME W/ INSULATINGGLASS UNIT SKYLIGHT

ALUM. SILL






ALUMINUM SILLT/O CONC. FDN. WALL


LOUVERS WINDOW

HIGH LEVEL GLASSBLOCK WINDOW



FACE BRICK




H.M. DOORAND FRAME




FACE BRICK

FINISH GRADE

14

00

57

00

47

44

75

02

84

49

56

30

44

12

59

4


61

0

90

0

14

60

35

00

20

67

77

7

1 2 3 5 6 7 8 9

9x6A4

11x

11

2048

-400

-3200

T/O PLATE

T/O UPPER FLOORCONCRETE TOPPING

T/O LOWER LEVELCONCRETE SLAB

SOUTH ELEVATION OF MOTEL UNITS

1A5

2A8 SCALE 1: 100

60

0

2048

-400

-3200

14

00

20

67

73

38

00

12

67

33

7

11

00

14

00

19

04

10

20

0

12

67

73

38

00

12

67

38

1

14

00

20

67

73

32

06

73

81

14

00

20

67

73

38

00

38

11

26

7

6629529566 29566 295195

10151015195

25

195

361 361 361 361


LINE EAVE THROUGH W/ SPRAYED-ONW.P. MEMB. BEYONDON PREFINISHED METAL FLASHINGON BOARDS & BATTER SIDINGBUILT-IN GUTTER

FINISHED GRADE

14

00

28

00

24

48

11

57

83

60

01

33

0

ALUMINUM WINDOWFRAME

FACE BRICK

THERMALLY BROKENALUM. DOOR SCREEN

HVAC UNIT (TYP.)

PRES. TREATED W'DGUARDS AND RAILS

HVAC UNIT (TYP.)

PRES. TREATED W'DGUARDS AND RAILS

SEPARATION JOINT



ALUMINUM SILL


ALUMINUM WINDOWFRAME


90 FACE BRICK190 MASONRY PATIOWALL



METAL FLASHING TOP CRS. BRICK ROW LOCK

METAL FLASHING BEYOND 12



T/O CONC. FDN. WALL


5

STEP FT.

FACE BRICK

ALUMINUM SILL

T/O RAMP SLAB



ROOF BEND LINE

THERM. BROKENALUM. DOOR SCREEN

T/O RAMP SLAB


T/O CONC.FDN. WALL

BOTTOM OF ALL FT. TO BE 1250MIN. BELOW FIN. GRADE

SPANDREL GLASS UNIT


ALUM. SILL

P.C. CONC. SLABBALCONY BEYOND

FINISH GRADE



13 1614 1512 17 18 19 20 21 22 23 24 25 26

1A9


HUMBER COLLEGE

DRAWING NO. :

PROJECT NAME :

SCALE :

DATE :

TECHNOLOGY

DRAWN BY :

DRAWING TITLE :

PROJECT NAME :

ARCHITECTURAL

A81:100

APRIL 29, 2016

OF RESORT MOTEL

RESORT MOTEL

SOUTH ELEVATION

ARC.351-0NBHAZEL GUNDRAN

PORTFOLIO - HAZEL GUNDRAN

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