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
)24
841.
2 [8
1'-5
1/4"
] (M
EASU
RED)
No. 4
03
STO
REY
BRIC
KDW
ELLI
NGNo
. 38
2 ST
ORE
Y BR
ICK
DWEL
LING
BRIC
KCO
ACH
HOUS
EBU
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PRIO
RTO
APR
192
3
BRIC
KG
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E
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SHO
WIN
G
LOT
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N 14
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ORK
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:200
VERA
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5" W
EST
IRO
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POST
IRO
N PO
ST &
WIR
E FE
NCE
INTE
RLO
CKIN
G G
RASS
PAV
ERS
WO
ODE
N FE
NCE
2484
1.2
[81'-
6"]
BRIC
K PA
VERSG
RASS
SIGHTHILL AVENUE
PROPERTY LINE
1150
3050
3000
CANO
PY
SLO
PE D
OW
N 2%
107501700014560
1270
6290
3000
1471
0
PERM
EABL
E BR
ICK
PAVE
RS
R100
0
R100
0
ROSE
DALE
HEI
GHT
S DR
IVE
SITE
STA
TIST
ICS
LOT
AREA
= 1
051.
2 m
2 EX
ISTI
NG F
.S.I.
= 7
3.4%
EXIS
TING
ARE
A O
F HO
USE
AT G
RADE
= 2
62 m
2
EXIS
TING
ARE
A O
F CO
ACH
HOUS
E AT
GRA
DE
= 59
.5 m
2
EXIS
TING
G.F
.A.O
F HO
USE
= 11
8.9
m2
EXIS
TING
LAN
DSCA
PED
AREA
(%) =
53.
5%
PROP
OSED
NEW
LAN
DSCA
PE:
-SO
FT: 4
2.78
%-H
ARD:
57.
22%
PROP
OSED
:-N
EW C
ARPO
RT-N
EW F
RONT
YAR
D LA
NDSC
APE
-NEW
CUR
B CU
T O
N RO
SEDA
LE H
EIG
HTS
DRIV
E-N
EW S
IDE
ACCE
SS F
ROM
SIG
HTHI
LL A
VENU
E
PROP
OSED
SET
BACK
S:
FRO
NT: 6
.29
mSI
DE: 0
mSI
DE: 1
.27
mRE
AR: 1
4.56
m
1220 3710 1600 600
89
1600
3011
89 140
610 2100
89
1422
140
1698
89
1450140
1403035
89
89
140840
891360
89
89
1068140
1237
89
1569
89
3011
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:
APPLIED TECHNOLOGYSCHOOL OF
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
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
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
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
190 POURED CONCRETE0.75 POLYETH. VAP. BAR.
WALLS TO BE GAS PROOFED
APPLIED TECHNOLOGYSCHOOL OF
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
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 BSMT. CONC SLAB
TOP OF MAIN FLOORSUBFLOOR
TOP OF 2ND FLOORSUBFLOOR
UNDERSIDE OF CEILING
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
38 x 235 FLOOR JOISTS@400 O.C.
38 x 38 CROSS-BRIDGING@2100 O.C. MAX
16 GYPSUMDRYWALL CEILING
2-38 x 235 HEADERWITH 38 x 89 LEDGE
38 x 235 FLOOR JOISTS@400 O.C.
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
38 x 235 FLOOR JOISTS@400 O.C.
38 x 38 CROSS-BRIDGING@2100 O.C. MAX
16 GYPSUMDRYWALL CEILING
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
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
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 BSMT. CONC SLAB
TOP OF MAIN FLOORSUBFLOOR
TOP OF 2ND FLOORSUBFLOOR
UNDERSIDE OF CEILING
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
38 x 235 FLOOR JOISTS@400 O.C.
38 x 38 CROSS-BRIDGING@2100 O.C. MAX
16 GYPSUMDRYWALL CEILING
2-38 x 235 HEADERWITH 38 x 89 LEDGE
38 x 235 FLOOR JOISTS@400 O.C.
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
38 x 235 FLOOR JOISTS@400 O.C.
38 x 38 CROSS-BRIDGING@2100 O.C. MAX
16 GYPSUMDRYWALL CEILING
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.
LAY-IN ACOUSTIC TILEON SUSPENDED T-BARSYSTEM
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
INSULATING GLASS UNIT
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
LAY-IN ACOUSTIC TILEON SUSPENDED T-BARSYSTEM
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.
LAY-IN ACOUSTIC TILEON SUSPENDED T-BARSYSTEM
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
INSULATING GLASS UNIT
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
SECTION DETAIL6A-6 SCALE 1:10
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
LAY-IN ACOUSTIC TILEON SUSPENDED T-BARSYSTEM
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
SECTION DETAIL4A-6 SCALE 1:10
-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
WEEP HOLES AT 600 O.C.
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
SEE ROOM FINISH SCHEDULEFOR FLOOR FINISH
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
SEALANTALUMINUM SILL
2 - 38 X 89 PRESSURE TREATED WOOD
FACE OF BRICK PIER BEYOND
50 X 150 THERMALLY BROKEN ALUM.FRAME WITH INSULATING GLASS UNIT
WEEP HOLES AT 600 O.C.
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
PREFINISHED METAL FLASHING
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
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
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
TYPICAL FLOOR:50 CONC. TOPPINGON 250 PRESTRESSED CONC.HOLLOW CORE SLAB
SEE ROOM FINISH SCHEDULEFOR FLOOR FINISH
13 G.W.B. ON22 FURRING CHANNELS@ 400 O.C.
WOOD STOOLON WOOD BLOCKING
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.)
SEALANTALUMINUM SILL
2 - 38 X 89 PRESSURE TREATED WOOD
220 170
T/O LOWER LEVELCONC. FLOOR SLAB
REINF. CONC. FOOTING ON UNDISTURBED SOIL(SEE STRUCTURAL DRAWINGS)
C
2.41
400 MIN.1100
EAVE PROTECTION (WATERPROOFING MEMBRANE)
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
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
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.
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
13 PRESSURETREATED 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.
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
WALL SECTION4A-4 SCALE 1: 20
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
TYPICAL LOWER FLOOR:100 CONC. SLAB REINF. WITH W.M.M.ON 0.15 POLYETHYLENE DAMPROOFING LAYERON 150 COMPACTED GRANULAR FILL
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
PREFINISHED METAL FLASHING
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
WALL SECTION5A-4 SCALE 1: 20
140 x 140 PRESSURETREATED POST
POST BOLTED TOBRACKET, ANCHOREDTO FOUNDATION
TYP. 340 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 140 CONCRETE BLOCK
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
WEEP HOLES AT 600 O.C.
SEAL FLASHING TOAIR/VAPOR BARRIER
SEALANT
MORTAR DROPPING MESH
50 x 150 THERM. BROKEN ALUM.FRAME W/ INSULATING GLASS UNIT
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
TYPICAL FLOOR:50 CONC. TOPPINGON 250 PRESTRESSED CONC.HOLLOW CORE SLAB
BASEBOARD
PLASTIC LAMINATEON 19 PLYW'D STOOLON W'D BLOCKING
SEALANT
50 x 150 THERM. BROKEN ALUM.FRAME W/ INSULATING GLASS UNIT
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.
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, VARIABLEHEIGHT FOR DRAINAGE SLOPE
PREFINISHED METAL FLASHING
13 PRESSURETREATED PLYWOOD
LINE EAVE THROUGH WITH SPRAYEDON WATERPROOFING MEMBRANE
EXTENDED WATERPROOFING MEMBRANEUP ROOF MIN. 300 OVERLAP BLDG. PAPER
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
TYPICAL LOWER FLOOR:100 CONC. SLAB REINF. WITH W.M.M.ON 0.15 POLYETHYLENE DAMPROOFING LAYERON 150 COMPACTED GRANULAR FILL
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
EAVE PROTECTION (WATERPROOFING MEMBRANE)
400 MIN.1100EAVE PROTECTION (WATERPROOFING MEMBRANE)
TYP. 390 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 190 CONCRETE BLOCK
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
TYP. 390 MASONRY CAVITY WALL:90 FACE BRICKON 34 AIR SPACEON 76 RIGID INSULATIONON AIR/VAPOUR BARRIERON 190 CONCRETE BLOCK
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.)
190 CONC. BLOCKWALL (TYP.)
CONC. BLK. LINTEL
STRUCT. STEEL BEAM(SEE STRUCT. DWGS.)
140 CONC. BLOCKWALL (TYP.)
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.
EAVE PROTECTION (WATERPROOFING MEMBRANE)
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
THERM. BROKENALUM. DOORSCREEN
REINF. CONC.FDN. WALL
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.
ASPHALT SHINGLESGABLE ROOF
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
REINF. CONC.FDN. WALL
90 FACE BRICK190 MASONRY PATIOWALL
METAL FLASHING BEYOND TOP CRS. BRICK ROW LOCK
REINF. CONC. FT.(SEE STRUCT. DWG.)
ASPHALT SHINGLES GABLE ROOF
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
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
REINF. CONC. FT.(SEE STRUCT. DWG.)
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
ASPHALT SHINGLESGABLE ROOF
BOARD AND BATTENGABLE WALL
METAL FLASHING
MET. FLASHING BEYOND
METAL FLASHING
THERM. BROKEN ALUM.FRAME W/ INSUL. GLASSUNIT CLERESTORY
BOARD AND BATTENGABLE WALL
METAL FLASHING
THERM. BROKEN ALUM.WINDOW FRAME WITHINSULATING GLASS UNIT
FACE BRICK390 x 890MASONRYPIER
CANOPY GABLEROOF
FACE BRICK
SEPARATIONJOINT
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.
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
APPLIED TECHNOLOGYSCHOOL OF
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
ASPHALT SHINGLESGABLE ROOF
T/O CONC. FDN. WALL
FACE BRICK
T/O RAMP SLAB
LINE EAVE THROUGHWITH SPRAYED-ONW.P. MEMB. BEYOND
THERMALLY BROKENALUM. CURTAIN WALLFRAME W/ INSULATINGGLASS UNIT
ROOF BEND LINE
THERMALLY BROKENALUM. CURTAIN WALLFRAME W/ INSULATINGGLASS UNIT
THERM. BROKENALUM. DOOR SCREEN
T/O RAMP SLAB
BOARD AND BATTEN SIDINGBUILT IN GUTTER
FACE BRICK390 x 890MASONRY PIER
BOTTOM OF ALL FT. TO BE 1250MIN. BELOW FIN. GRADE
SPANDREL GLASS UNIT
ASPHALT SHINGLESGABLE ROOF
METAL FLASHING
METAL FLASHING
ALUM. SILL
METAL FLASHING BEYOND
FINISH GRADE
30° BEND PIVOT LINE
2A5
12
PREFIN. METAL FLASHING
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
THERM. BROKENALUM. DOORSCREEN
ASPHALT SHINGLES GABLE ROOF
THERM. BROKENALUM. DOORSCREEN
METAL FLASHING BEYOND
THERM. BROKEN ALUM.WINDOW FRAME WITHINSULATING GLASS UNIT
ALUMINUM SILLT/O CONC. FDN. WALL
METAL FLASHING BEYOND
LOUVERS WINDOW
HIGH LEVEL GLASSBLOCK WINDOW
REINF. CONC. FDN. WALL
REINF. CONC. FT.(SEE STRUCT. DWG.)
FACE BRICK
BOARD AND BATTEN SIDINGBUILT IN GUTTER
PREFIN. METAL FLASHING
LINE EAVE THROUGHWITH SPRAYED-ONW.P. MEMB. BEYOND
H.M. DOORAND FRAME
BOARD AND BATTEN SIDINGBUILT IN GUTTER
PREFIN. METAL FLASHING
LINE EAVE THROUGHWITH SPRAYED-ONW.P. MEMB. BEYOND
FACE BRICK
FINISH GRADE
14
00
57
00
47
44
75
02
84
49
56
30
44
12
59
4
ASPHALT SHINGLESGABLE ROOF
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
ASPHALT SHINGLES GABLE ROOF
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
VYNIL WOOD WINDOW& DOOR FRAMES WITHINSUL. GLASS UNIT
BOARD AND BATTENGABLE WALL
ALUMINUM SILL
REINF. CONC. FDN. WALL
ALUMINUM WINDOWFRAME
VYNIL WOOD WINDOW& DOOR FRAMES WITHINSUL. GLASS UNIT
90 FACE BRICK190 MASONRY PATIOWALL
METAL FLASHING BEYOND
THERM. BROKENALUM. DOORSCREEN
METAL FLASHING TOP CRS. BRICK ROW LOCK
METAL FLASHING BEYOND 12
ASPHALT SHINGLES GABLE ROOF
ASPHALT SHINGLESGABLE ROOF
T/O CONC. FDN. WALL
REINF. CONC. FT.(SEE STRUCT. DWG.)
5
STEP FT.
FACE BRICK
ALUMINUM SILL
T/O RAMP SLAB
LINE EAVE THROUGHWITH SPRAYED-ONW.P. MEMB. BEYOND
THERMALLY BROKENALUM. CURTAIN WALLFRAME W/ INSULATINGGLASS UNIT
ROOF BEND LINE
THERM. BROKENALUM. DOOR SCREEN
T/O RAMP SLAB
BOARD AND BATTEN SIDINGBUILT IN GUTTER
T/O CONC.FDN. WALL
BOTTOM OF ALL FT. TO BE 1250MIN. BELOW FIN. GRADE
SPANDREL GLASS UNIT
ASPHALT SHINGLESGABLE ROOF
ALUM. SILL
P.C. CONC. SLABBALCONY BEYOND
FINISH GRADE
30° BEND PIVOT LINE
PREFIN. METAL FLASHING
13 1614 1512 17 18 19 20 21 22 23 24 25 26
1A9
APPLIED TECHNOLOGYSCHOOL OF
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