2021
Michael Mentesnot
ARCHITECTURE
PORTFOLIO
CONTENTS
01 THE INDUSTRIAL BUILDIN 02 THE OFFICE BUILDING
03 THE RESIDENTIAL BUILDIN
NG
NG
06-17 18-25 18-25
YEAR: 2020 | LOCATION: | BUILDING: INDUSTRIAL | TYPE: ACADEMIC
01
THE INDUSTRIAL BUILDING WITH POOL COURTYARD Conceptual strategies To restore and preserve the habitat like existing trees ,and create a pond to enhance bi o-diversity of the site. In addition t,bio-swale also controls the runoff storm-water coming from the roof. The diagonal axis, on the orientation of the building allows maximum daylight to the factory and the office. Horizontal sun shading devices will be applied to protect the building from the harsh sun coming from south-w estside.
A bicycle rack,shower, and car charging station provided to promote an alternative transportation. I also created an open green space at the center of the building. The space interlocked between the assembly area and packaging area that
4
create a visual connection to outside so that both workers and staff enjoy the view on duty.
5
SOLID VOLUME SOLIDWITH VOLUME WITH SOLID VOLUME WITH SOLID VOLUME WITH SOLID VOLUME WITH CIRCULATION CIRCULATION CIRCULATION CIRCULATION CIRCULATION
CHANGINGCHANGING ORIENTATION ORIENTATION CHANGING ORIENTATION CHANGING ORIENTATION CHANGING ORIENTATION TO DIAGONAL TO DIAGONAL TO TO DIAGONAL TO DIAGONAL DIAGONAL
Concept Development
Bird Eye View 6
ADDING OFFICE VOLUME ADDING OFFICE VOLUME ADDING OFFICE VOLUME ADDING OFFICE VOLUME ADDING OFFICE VOLUME
ADDING ENTRANCE CANOPY ADDING ENTRANCE CANOPY ADDING ENTRANCE CANOPY ADDING ENTRANCE CANOPY ADDING ENTRANCE CANOPY
ADDING LOADING ADDINGDOCK LOADING DOCK ADDING LOADING DOCK ADDING LOADING DOCK ADDING LOADING DOCK
ADDING OFFICE CURTAIN WALL ADDING OFFICE CURTAIN WALL ADDING OFFICE CURTAIN ADDING OFFICE CUR ADDING OFFICE CURTA
Axonometric view of the building
The entrance view 7
8
40 8 14 50
F
GE RA GA OR R DO WE PO
GLAZED H.M SCREEN 2600mm TYPICAL
405
800 50
275 275
1200
PLAN AT HIGH LEVEL WINDOW
3 A-5
4 A-6'
H
12
2505
00 30
122
20
± 0.00m
10000 8400
1360
RUBBER BUMPER
48
3990
60
Area=70.51 m2
7
20560
10000 8400
1200
F
275
12
F' OFFICE CERAMIC Tile f.f.
6
5
5450
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
1200
405
275
4530
G
7 15
10260 275
107
4 A-6'
20560
0
10
21 00
10140
ISOLATION JOINT (TYPICAL)
190 CONC.BLK. EXT.WALL (TYPICAL)
WINDOW LINE ABOVE (TYPICAL)
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
119
8400
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
WINDOW LINE ABOVE (TYPICAL)
4324
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
SHIPPING & RECEIVING AREA CEMENT SCREED f.f. Area=70.51 m2
2600X2600 OVER HEAD PULL UP DOOR
F.D.
± 0.00m
120
18175
5480
110
2740
5 RISERS @180.5 DN
- 900m
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
100
RAMP WITH GENTLE SLOP DN.
20560
METAL GUARDRAIL
10000 11438
275
I
5 RISERS @180.5 DN
00 METAL GUARDRAIL
± 0.00m
MET.THRESHOLD
10
GE RA GA OR R DO WE PO
275
- 900m
110
5 A-1
E 1200
@
SE
RAMP WITH GENTLE SLOP DN.
14140
25 75 400 0 10
11400
00
WINDOW LINE ABOVE (TYPICAL)
E
30
F.D.
190 CONC.BLK. EXT.WALL (TYPICAL)
DN
RI
Area=70.51 m2
275
5
0.
18
RS
5
SHIPPING & RECEIVING AREA CEMENT SCREEDf.f.
4 A-6'
ISOLATION JOINT (TYPICAL)
- 900m
1360
RUBBER BUMPER
10008
2950 125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
6 SAW CUT & SEALED CONTROL JOINT (TYPICAL)
600X600 ISOLATION JOINT @COL'N BASES FILLED WITH SEALANT & PREMOULDED COMP.FILLE (TYPICAL)
1360
D 20560
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
GLAZED H.M SCREEN 2600mm TYPICAL
118
GLAZED H.M SCREEN 2600mm TYPICAL
D
MET.FURRING AROUND COL'N (TYPICAL)
Area=68.55 m2 117
4000
5150
1900
± 0.00m
8544
355
23012
1042
1000
1000
107
100
1220
Ceramic Tile f.f. Area=24.71 m2 ± 0.00m
W-1
112
1783 ELECTRICAL ROOM
1200
1000
1200
800
1000
1200
1000
1200
1000
3200
1000
1200
1000
1200
1000
3200
1000
2200
1200
4479
275
9354
105
103
880
900
102
1662
900
140
100
2851
100
1459
200
1400
104
± 0.00m 108
800
1710
3123
140
6462
LOBBY Marble Tile f.f.
± 0.00m
± 0.00m
1600
200
9800
200
9800
9
ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX
10
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
101
109
VESTIBULE Marble Tile f.f. 12591
10000
- 900m
4480
1500 50
100
7
6
7'
FIRST AID ROOM
102 4614
190
5
102 Marble Tile f.f. 140 Area=6.00 m2 103
± 0.00m
135 140 1461
1400
10000 34160
± 0.00m
110
27985 10028
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 140 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
Area=102.55 m2
± 0.00m
4180
± 0.00m
2325
355
1000
1034
190 CONC.BLK. EXT.WALL (TYPICAL) W101
1461
W101
W101
36920
140
W101
W101
W101
W101
1315
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 140 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL) W101
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
108
W101
355
12586
A
W101
2000
1136
2820
275
ENTRY Marble Tile f.f.
Area=23.08 m2 ± 0.00m
101
1000
1200
1000
1200
1 FIRST FLOOR PLAN A-1 SCALE1:100
1000
1200
6725
1000
1200
1000
3400
1000
1200
1000
10000
1200
1000
1200
1000
1200
1000
1406
1452
3114
10000
Humber College TITLE :
FIRST FLOOR PLAN
2702
10000
275
DRAWN
37275 METAL GUARDRAIL
5 A-1
1'
NAME :
INDUSTRIAL BUILDING DRAWING
50
355 1200
TECHNOLOGY
PROJECT
N
1000
OF
APPLIED
TECHNOLOGY
355
W101
2873
HUMBER COLLEGE SCHOOL
ARCHITECTURAL
N
W101
1000
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
3139
B
104 101
2828
ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED
4480
10000 200
9800
- 900m
1600 355
108
SHOW ROOM Marble Tile f.f.
Ceramic Tile f.f. Area=24.71 m2
104
355
1400
104
MALE LOCKER
140
4175
200
1400
Area=24.71 m2
Area=12.45 m2
100
1400
Area=39.60 m2
140
1461
CORRIDOR Marble Tile f.f.
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3.
8
10000
10000 200
9825
355
± 0.00m
106
3000
W102
3061
STAIR #1
Area=8.00 m2
± 0.00m
± 0.00m
107
139
2422 ELECTRICAL ROOM 140 Marble Tile f.f.
Marble Tile f.f. Area=4.40 m2
WASHROOM
SALES OFFICE PVC Tile f.f. 104 140
4180
140 CONC.BLK. WALL (TYPICAL)
16 G.W.B. ON MET.FURRING ON CONC.BL.WALL (TYPICAL)
6373
275
2736
8800
115
1200
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
7 W101
37563
200
140
2000
Ceramic Tile f.f. Area=16.00 m2
107
113
140 1000
60
1620
106
107
± 0.00m
140
FEMALE LOCKER
140 CONC.BLK. WALL (TYPICAL)
± 0.00m
3400
100
105
MALE WASHROOM
6206
1200 10000
1000
17119
1200
LUNCH AREA Wooden Parquet f.f.
1000
1182
10028
13908
W1
2561
117
Area=70.51 m2
3460
1000
100
4410
Ceramic Tile f.f. Area=16.00 m2
4180
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 140 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
1000
10000
1200
W1
140
1200
1461
RAMP WITH GENTLE SLOP DN.
106
140
105
Area=68.55 m2
W-1
1200
2316
W101
5 RISERS @180.5 DN
± 0.00m
114
1220
UP 10 RISERS @180.5
1640
Ceramic Tile f.f. Area=16.00 m2
104
140
6373
1200
2316
W101
9972 10000
1200
W1
60 1240
105
106
FEMALE W.R
116
60 1620
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR W101 FILL SLOPED O F.D.Q IN 100 (TYPICAL)
W101
2316
W101
600
1461
100 1620 60
1000
60 1240
105
W101
355
2316
190 CONC.BLK. EXT.WALL (TYPICAL)
275
117
8739
355
3926
± 0.00m
W101
2316
W101
5 RISERS @180.5 DN
Area=14.22 m2
355
W101
190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL) 50mm RIGID INSUL. AIR/VAP BARRIER 25mm AIR SPACE 90mm FACE BRICK W101
RAMP WITH GENTLE SLOP DN.
1200
60 1220
2112
C
95
105
KITCHEN Ceramic Tile f.f.
W-1
W101
± 0.00m
2000
108
1000
1519
CORRIDOR Marble Tile f.f.
10000
660
6373
355
122
Area=68.55 m2
207
2410
± 0.00m
W101
108
2000
200 1400 1400
3307
3920
1300
355 W101
2168
Area=70.51 m2
190 CONC.BLK. EXT.WALL (TYPICAL)
122
121
GLAZED H.M SCREEN 2600mm TYPICAL
405
RAMP WITH GENTLE SLOP DN.
MET.THRESHOLD
275 80
C' 355
50
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
± 0.00m
± 0.00m
OFFICE CERAMIC Tile f.f.
600X600 ISOLATION JOINT @COL'N BASES FILLED WITH SEALANT & PREMOULDED COMP.FILLE (TYPICAL)
CERAMIC Tile f.f. Area=70.51 m2
Area=70.51 m2
800
107 107
190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL) 50mm RIGID INSUL. AIR/VAP BARRIER 25mm AIR SPACE 90mm FACE BRICK
STORE
LABORATORY CERAMIC Tile f.f. 200
10000 1200
C'
GLAZED H.M SCREEN 2600mm TYPICAL
405
108
UP 10 RISERS @180.5 660
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
122
2000
STAIR #2
DO NOT SCALE DRAWINGS.
4
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
109
GLAZED H.M SCREEN 2600mm TYPICAL
Area=70.51 m2
- 900m
W102
5 A-1
4011
OFFICE CERAMIC Tile f.f.
190 CONC.BLK. EXT.WALL (TYPICAL)
3070
3
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
140 CONC.BLK. WALL (TYPICAL)
100
1100
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
109
± 0.00m
WINDOW LINE ABOVE (TYPICAL)
600
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
- 900m
RAMP WITH GENTLE SLOP DN.
600X600 ISOLATION JOINT @COL'N BASES FILLED WITH SEALANT & PREMOULDED COMP.FILLE (TYPICAL)
GLAZED H.M SCREEN 2600mm TYPICAL
850
107
100
20203
8400
10000
122 GLAZED H.M SCREEN 2600mm TYPICAL
CORRIDOR Marble Tile f.f.
6 SAW CUT & SEALED CONTROL JOINT (TYPICAL)
GLAZED H.M SCREEN 2600mm TYPICAL 16 G.W.B. ON 22
Area=70.51 m2
PLAN AT HIGH LEVEL WINDOW
1
MET.THRESHOLD
16 G.W.B. ON 22 MET.FURRING AROUND COL'N (TYPICAL)
600X600 ISOLATION JOINT @COL'N BASES FILLED WITH SEALANT & PREMOULDED COMP.FILLE (TYPICAL)
F.D.
GENERAL NOTES METAL GUARDRAIL
5 RISERS @180.5 DN
110
F.D.
OFFICE CERAMIC Tile f.f. 16 G.W.B. ON 22 MET.FURRING AROUND COL'N (TYPICAL)
5 A-1
PLAN AT HIGH LEVEL WINDOW
140 CONC.BLK. INT.WALL (TYPICAL)
± 0.00m
6 SAW CUT & SEALED CONTROL JOINT (TYPICAL)
10000
190 CONC.BLK. EXT.WALL (TYPICAL)
± 0.00m
W-1
600X600 ISOLATION JOINT @COL'N BASES FILLED WITH SEALANT & PREMOULDED COMP.FILLE (TYPICAL)
F.D.
WINDOW LINE ABOVE (TYPICAL)
Area=70.51 m2
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
20200
2600X2600 OVER HEAD PULL UP DOOR
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
ASSEMBLY AREA CEMENT SCREED f.f.
3 A-5
8400
2600X2600 OVER HEAD SLIDING DOOR
16 G.W.B. ON 22 MET.FURRING AROUND COL'N (TYPICAL)
1200
WINDOW LINE ABOVE (TYPICAL)
10008
140 CONC.BLK. WALL (TYPICAL)
190 CONC.BLK. WALL (TYPICAL)
D
ISOLATION JOINT (TYPICAL)
190 CONC.BLK. EXT.WALL (TYPICAL)
2800
8400
10008
E 90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
1
- 900m
3
2
4
PROJECT
BY :
NAME :
Michael Mentesnot
ARC-152
DATE :
DRAWING
03 OCT 2016
A-2
SCALE :
1:50
NO. :
First floor: detailed plan
G
275
10260 275
4530
5450
F' 3990
SUN SHEDDING DEVICE (TYPICAL)
8
40
12
H
SUN SHEDDING DEVICE (TYPICAL)
SUN SHEDDING DEVICE (TYPICAL)
F.D.
F
SLOPE 2% MIN.
+5300m
I
10140
14140
25 - 900m
275
SUN SHEDDING DEVICE (TYPICAL)
LOOSE-LAID RETENTION TEE ENGINEERED SOIL FILTER FABRIC RESERVOIR LAYER MOISTURE RETENTION LAYER
SLOPE 2% MIN.
2740
SLOPE 2% MIN.
5 A-1 - 900m
SHEET-METAL PROTECTION PAVE WITH SHIM
+5300m
5480 4035
11438
+5300m F.D.
F.D.
F.D. SLOPE 2% MIN.
SLOPE 2% MIN.
SLOPE 2% MIN.
SLOPE 2% MIN.
E
SLOPE 2% MIN.
PRE-FINISHED METAL(TYPICAL)
PRE-FINISHED METAL(TYPICAL)
SHEET-METAL PROTECTION PAVE WITH SHIM
+5300m
SUN SHEDDING DEVICE (TYPICAL) 10000
275
PRE-FINISHED METAL(TYPICAL)
75
11400
- 900m
PRE-FINISHED METAL(TYPICAL)
SUN SHEDDING DEVICE (TYPICAL)
SUN SHEDDING DEVICE (TYPICAL)
5 A-1
GRAVEL BALLAST FILTER FABRIC 75 RIGID INSULATION SINGLE PLY SYNTHETICS WATERPROOFING MEMBER. ON 13 G.W.B(TYPICAL)
+5300m
+5300m
R.D.
SLOPE 2% MIN.
F.D.
GENERAL NOTES
+5300m
SHEET-METAL PROTECTION PAVE WITH SHIM
1
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
3
DO NOT SCALE DRAWINGS.
4
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
- 900m
F.D. SLOPE 2% MIN. SLOPE 2% MIN.
SLOPE 2% MIN.
SLOPE 2% MIN.
20203
D
SLOPE 2% MIN.
LOOSE-LAID RETENTION TEE ENGINEERED SOIL FILTER FABRIC RESERVOIR LAYER MOISTURE RETENTION LAYER
SLOPE 2% MIN.
SLOPE 2% MIN.
20200
SLOPE 2% MIN.
10008
PRE-FINISHED METAL(TYPICAL)
+3800m
10000
LOOSE-LAID RETENTION TEE ENGINEERED SOIL FILTER FABRIC RESERVOIR LAYER MOISTURE RETENTION LAYER
+5300m
- 900m
-900m PRE-FINISHED METAL(TYPICAL)
PRE-FINISHED METAL(TYPICAL)
PRE-FINISHED METAL(TYPICAL)
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3.
8
ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED
1400
D.N 10 RISERS @180.5
+3800m
3000
880
100
1576
140
2422 ELECTRICAL ROOM
1400
Marble Tile f.f. Area=8.00 m2
+ 3600m 105
900
102
1662
900
140
200
1400
+ 3600m
128
630 4852
104
140 CONC.BLK. WALL (TYPICAL) 140
6445
LOBBY Marble Tile f.f.
140
+ 3600m
104
2522
2553
SLOPE 2% MIN.
SLOPE 2% MIN.
F.D.
SLOPE 2% MIN.
9
ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX
10
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
- 900m
34204 10000
4480
34160
206
6
7
7'
HUMBER COLLEGE SCHOOL
OF
APPLIED
TECHNOLOGY
18950
TECHNOLOGY
Area=40.18 m2 + 3600m
PROJECT
NAME :
INDUSTRIAL BUILDING DRAWING
TITLE :
129
SECOND FLOOR PLAN 190 CONC.BLK. EXT.WALL (TYPICAL)
DRAWN
301
200
3
F.D.
Humber College
CONFERENCE ROOM Carpet Tile f.f.
1856
2568
79
6
10
5 A-1
00
1 10
2
SLOPE 2% MIN.
ARCHITECTURAL
+3800m
5
1
2480
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
405
1400
2859
1000
12
00
W
12
108
126
00 10
92
4767
+ 3600m
22480
355
3457
3383
WAITING AREA Marble Tile f.f.
W103
2325
FIRST AID ROOM + 3600m
2416
SLOPE 2% MIN.
10000
5
140
137
4100
140
4537
4892
1941
427
1'
355
Marble Tile f.f. 103 Area=6.00 m2
Area=40.15 m2
405
00
40
1 10
89
140 2416 GLAZED H.M SCREEN 2600mm TYPICAL
W
00
100
1900
3200
10
00
124
3889
3457
1 10
00
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
+ 3600m
W
12
1100
3198
00 10
4000
Area=30.00 m2
127
500
0 80
9350
+ 3600m
107
F.D.
90mm- FACE BRICK 900m 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 140 CONC. BLOCK BRICK SECURED O 9753 CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
17125
107
1
600
355
102
OPEN DOWN TO VESTIBULE
Area=22.8 m2
100 900 140 900 100
100
+ 3600m
100
100
RECEPTION Carpet Tile f.f.
Area=12.55 m2
10
4150
STAFF LOUNGE Ceramic Tile f.f.
A 275
3158
OFFICE Carpet Tile f.f. 3000 125
GLAZED H.M SCREEN 2600mm TYPICAL
50
100
10426
W
B 3457
3112
123
4280
+ 3600m
SLOPE 2% MIN.
140 CONC.BLK. WALL (TYPICAL)
GLAZED H.M SCREEN 2600mm TYPICAL
Area=155.55 m2
1361
100
13652
GENERAL OFFICE Carpet Tile f.f. 190 CONC.BLK. EXT.WALL (TYPICAL) 6050
1400
3060
Area=24.71 m2
+ 3600m
125
355
3291
128
Area=12.55 m2
1400
10000
140
140
103
7831
2274
+ 3600m
140 CONC.BLK. 140 WALL (TYPICAL)
4000
OFFICE Carpet Tile f.f.
Marble Tile f.f. Area=4.40 m2 106
Ceramic Tile f.f. Area=16.00 m2
104
107
10950
1783 ELECTRICAL ROOM + 3600m
F. WASHROOM
Ceramic Tile f.f. Area=16.00 m2
140
1200
600
M. WASHROOM
140 1043
107
100 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
GLAZED H.M SCREEN 2600mm TYPICAL
2000
275
SLOPE 2% MIN.
10 RISER @ 180 DOWN
105
2136
1632 100
2000
100
125
100
61
79
5 A-1
60
105
105
+ 3600m
5014
2407
105
Area=12.55 m2
140
140 1020 60 1020 140 1020
4000
OFFICE Carpet Tile f.f.
60
100
GLAZED H.M SCREEN 2600mm TYPICAL
901
4100 17119
10000
+3800m
F.D.
SLOPE 2% MIN.
355
SLOPE 2% MIN.
355
F.D.
190 CONC.BLK. EXT.WALL (TYPICAL)
900 100
C
10927
355
SLOPE 2% MIN.
355
1007
1640
2000
108
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 140 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
2076
3223
355
200
2000
2300
660
900
2410
104
1300
355
355
355 355
200
3460
3387
W102
STAIR #2
1400
C'
7
80
PRE-FINISHED METAL(TYPICAL)
6405
45
36
4
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-152
DATE :
DRAWING
03 OCT 2016
A-3
SCALE :
1:50
NO. :
Second floor: detailed plan
9
5 A-1
3
2
1
1'
REFINISHED METAL FLASHING
REFINISHED METAL FLASHING
90 BRICK FACE
+ 7200 FIX.GL(TYP)
3600
FIX.GL(TYP)
90 BRICK FACE
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
THERMALLY-BROKEN ALUM. WINDOW FRAME
THERMALLY-BROKEN ALUM. WINDOW FRAME
CONC.SIL
90 BRICK FACE
CONC.SIL
90 BRICK FACE
+ 3600
FIX.GL(TYP)
3600
FIX.GL(TYP)
90 BRICK FACE
90 BRICK FACE
90 BRICK FACE
THERMALLY-BROKEN ALUM. WINDOW FRAME
THERMALLY-BROKEN ALUM. WINDOW FRAME
+ 1200 CONC.SIL
CONC.SIL
± 0000
CONC.SIL
CONC.SIL
CONC.SIL
CONC.COL'N FOOTING 1200X400(TYP)
CONC.COL'N FOOTING 1200X400(TYP)
1 FRONT ELEVATION A-4 SCALE1:100
View of the courtyard with a pool
1
6766
2
10000
4 A-6'
+ 7200
TOP OF ROOF DECK
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
600 O.W.J @1500Max.
GENERAL OFFICE
4299
2 A-5 4 A-6'
3 A-6
3
10000
SUSPENDED CEILING (TYPICAL)
OFFICE
123
125
3 A-6
10000
3 A-6
LOOSE-LAID RETENTION TEE ENGINEERED SOIL FILTER FABRIC RESERVOIR LAYER MOISTURE RETENTION LAYER
WASHROOM 107
LOBBY 104
3 A-6
+ 4800
4800
TOP OF 2nd FLOOR DECK 90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
± 0000
KITCHEN
LUNCH AREA 115
FEMALE LOCKER 112
109
110
LOBBY 104
116
TOP OF 1st FLOOR CONCRETE
390CONC. BLK. FOUNDATION
- 1200 125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
2 BUILDING LONGITUDINAL CROSS-SECTION A-4 SCALE1:100
Longitudinal Section: detailed
10
SUSPENDED CEILING (TYPICAL)
SHOW ROOM
MALE LOCKER
125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
2928 3340
1'
4
5'
6
5
7
7'
REFINISHED METAL FLASHING
REFINISHED METAL FLASHING
+ 4800 90 BRICK FACE
90 BRICK FACE
90 BRICK FACE 90 BRICK FACE
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
CONC.SIL
90 BRICK FACE
CONC.SIL
90 BRICK FACE
SUN SHADING DEVICE
90 BRICK FACE
± 0000 190 CONC.BLK
190 CONC.BLK
190 CONC.BLK
- 1200
CONC.COL'N FOOTING 1200X400(TYP)
CONC.COL'N FOOTING 1200X400(TYP)
CONC.COL'N FOOTING 1200X400(TYP)
GE
View of the courtyard with a pool
2 A-5
4
5
10000
6
9972
7
10000
2 A-6
4 A-6'
600 O.W.J @1500Max.
4 A-6'
SLOPED INSULATION GRAVEL BALLAST FILTER FABRIC 75 RIGID INSULATION SINGLE PLY SYNTHETICS WATERPROOFING MEMBER. ON 13 G.W.B(TYPICAL)
3 A-6
90 BRICK FACE
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
90 BRICK FACE
FIX.GL(TYP)
SUSPENDED CEILING (TYPICAL) FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
FIX.GL(TYP)
2
REPO ERRO DISCR DESI AS AP
3
DO N
4
USE O DRA THAT CONS
5
THE D PROP
6
ALL D ASSE TO O
7
ALL C ASSE TO O
8
ALL W DOUB OTHE
9
ALL B ADJU ANCH
FIX.GL(TYP)
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
10
CONC AFTE IN PL
+ 6900 + 6000
FIX.GL(TYP)
4799
FIX.GL(TYP)
FIX.GL(TYP)
VERIF TO C
7'
4479
4 A-6'
90mm FACE BRICK 25mm AIR SPACE AIR/VAP BARRIER 50mm RIGID INSUL. 190 CONC. BLOCK BRICK SECURED O CONC.BLOCK W/ MET.TIES@400O.C VERT. (TYPICAL)
1
ASSEMBLY AREA 118
± 0000
390CONC. BLK. FOUNDATION
- 1200
HUMBE SCHOOL
OF
APPLIED
TECH
ARCHITECTURAL 125 CONC.SLAB REINF. W/150X1500W.W.M ON COMPACTED GRANULAR FILL SLOPED O F.D.Q IN 100 (TYPICAL)
TECHNOLOGY PROJECT
NAME :
INDUSTR Humber College DRAWING
TITLE :
Elevation and DRAWN
BY :
Michael Mentesnot 11 DATE :
16 DEC 2016
12
F'
PREFINE.MET.FLASHING SYNTHETIC ELASTIC FLASHING OR BUILD-UP ROOFING MEMBR. W'D BLOCKIN,SECURED TO MASONRY W/10DIAANCHOR BOLTS @ 800 O.C. STAGGERED.
275
80
PREFINE.MET.FLASHING SYNTHETIC ELASTIC FLASHING OR BUILD-UP ROOFING MEMBR.
66
SLOPE INSULATION VAPOUR BARRIER. 75 RIGID INSULATION
400
400
+5200 TOP OF PARAPET
+4800 TOP OF ROOF DECK
275
FIBER CANT STRIP W'D BLOCKIN,SECURED TO MASONRY W/10DIAANCHOR BOLTS @ 800 O.C. STAGGERED.
AIR BARRIER
SEALANT SOLIDER BRICK COURSE 10DIA. ANCHOR BOLTS @1200O.C 2 COURSE 190 CONC.BLK
265X10 STEEL PLATE 9TO PROVIDE EDGE SUPP. FOR U/S STEEL ROOF DECK) JOIST BRIDGING FOR O.W.SJ. 40X40X10
600
STRUCTURAL STEEL BEAM 410 DEEP SEAL FLEX. FLASHING TO AIR/ VAPOUR BARRIER 25 AIR SPACE MORTAR DROPPING CONTROL MESH
40 GALV.STEEL DECK
2200
WEEPING HOLES @ 800O.C. 100X75X8 STEEL ANLE CLIPS TO BRACE CONC BLOCK
SEALANT SOLIDER BRICK COURSE
10 DIA.BELT ANCHOR BOLTS @120O.C PROVIDE VENT.HOLES @600 O.C. AT THE TOP OF BRICK WYTHE PARAPET REINFORCEMENT
90 FACE BRICK 50 RIGID INSULATION VAPOUR BARRIER AIR BARRIER 240 CONC.BLK.
SEAL FLEX. FLASHING TO AIR/ VAPOUR BARRIER
4800
MORTAR DROPPING CONTROL MESH WEEPING HOLES @ 800O.C.
BRICK TIE @400
TRACK SUPPORT (PERF.ANGLE) HORIZONTAL TRACK
4 A-6' 2600
SHIPPING & RECIVING
390X290 REINF.CONCRET BAND COURSE SEALANT PREMOULDED ISOLATION JOINT FILTER
STRUCTURAL STEEL BEAM 410 DEEP
SEAL FLEX. FLASHING TO AIR/ VAPOUR BARRIER MORTAR DROPPING CONTROL MESH
+0000 TOP OF 1st FLOOR CONCRETE WEEPING HOLES @ 800O.C.
390
100 CONC.SLAB POLYETH.DAMPPROOF BARRIER 38 RIGID INSULATION 150 COMPACT GRAN.FILL UNDESTURBED SOIL TWO WYTHE OF 190 CONC. BLK.
2200
2400
DAMPP'G TO FIN GRADE
2 WALL SECTION GREEN R A-6' SCALE1:5
590WX200D CONC. FOOTING.
-1200 U/S OF FOOTING
200
-2400 U/S OF FOOTING
SEAL FLEX. FLASHING TO AIR/ VAPOUR BARRIER
100 DIA.DRAINAGE PIPE COVERED W/ 150 MIN. CRUSHED STONE
MORTAR DROPPING CONTROL MESH
1 WALL SECTION A-6' SCALE1:20
WEEPING HOLES @ 800O.C.
MASONARY STRAP ANCHORS
WOOD BLK. SEALANT
100
8 STEELBENT PLATE
435
4
JAMB DETAIL @ O.H.DOOR
Sample of detail drawings: the wall section A-6' SCALE1:5
3 WALL SECTION A-6' SCALE 1:5
13
YEAR: 2020 | LOCATION: | BUILDING: INDUSTRIAL | TYPE: ACADEMIC
02
THE OFFICE BUILDING
CAPTURE THE NATURE The main idea of our building is to capture natural element, create a system that is easy to navigate and access, also to connect our building with the surrounding community. The orientation of our build was designed an angle with our curtain wall facing south as it, allows for maximum use of the harmful affects of the sum so, a strategically built landscape is introduce, with trees and floral bushes, allowing for shade from the sun and water retention element as well. A wind path study of his area was done and our building orientation a also takes full advantage of this natural element to help cool ourbuilding.
Precast panel and sun shading devices are elements are implement on north side creating insulated on theothers sides as well creating noise barrier. Heating and cooling are done fairly easily and sufficiently by splitting our buildings which allow the air to move throughout the building easily. Nevertheless the structures are connected by the
14
service core which centralized and easily accessible to alloccupants. Creating smooth circulation as request by the client. Our client proposed an underground parking as well as on the surface but we went with two level underground parking allowing more green area and more pleasant look to the property.
15
02
04
05
06
01 03 07
Concept
01. Iconic entrance 02. skylight 03. pleasant visual connection 04. green roof to mitigate the heat island effect 05. white reflective roof 06. shading devices 07. Bio Infilatration swale: an ecological solution for rainwater usage
16
1
2
3
6
5
4
7
8
2 A-8
+28400
2 A-8
GEEN ROOF
TOP OF ROOF
WHITE REFLECTIVE ROOF
240REINF.CONC.SLAB (TYP.)
WHITE REFLECTIVE ROOF
MECHANICAL ROOM
MECHANICAL ROOM
503
2 A-8
+22900
FIFTH FLOOR
FIFTH FLOOR
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
CORRIDOR
CORRIDOR
402
402
CARPET BASE (TYP.)
CARPET BASE (TYP.)
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
301
FOURTH FLOOR
50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
CORRIDOR
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
CORRIDOR
302
CARPET BASE (TYP.)
302
CARPET BASE (TYP.)
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
202
THIRD FLOOR
50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
LIFT CAR
CORRIDOR
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
CORRIDOR 203
203
CARPET BASE (TYP.)
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
102
SECOND FLOOR
50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
CORRIDOR
±0000
MAIN FLOOR
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
CORRIDOR
102
102
CARPET BASE (TYP.)
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
103
3 A-8
204
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
OFFICE 102
3 A-8
WOOD BASEBOARD (TYP.)
50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
CORRIDOR
CORRIDOR
SPIRAL PREFIN. ALUMINUM STAIR CASE (TYP)
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
1 A-9
102
VESTIBULE 102
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
LIFT CAR
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
SPIRAL PREFIN. ALUMINUM STAIR CASE (TYP)
COFFEE SHOP 104
MARBLE BASE (TYP.) WOOD BASEBOARD (TYP.) 240REINF.CONC.SLAB (TYP.)
240REINF.CONC.SLAB (TYP.)
PARKING
GARBAGE ROOM 001
-2645
OFFICE
240REINF.CONC.SLAB (TYP.)
BANK
-500
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
CARPET BASE (TYP.)
102
MEZZANINE FLOOR
3 A-8
303
240REINF.CONC.SLAB (TYP.) 50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.)
WOOD BASEBOARD (TYP.)
1 A-9
+3600
OFFICE
WOOD BASEBOARD (TYP.)
240REINF.CONC.SLAB (TYP.)
OFFICE
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
240REINF.CONC.SLAB (TYP.) 50 SLAB DEPRESSION W/MARBLE TILE (TYP.)
13G.GW.B. (BOTH SIDES) ON 92 MET. STUD (TYP.) CARPET BASE (TYP.)
WOOD BASEBOARD (TYP.)
1 A-9
3 A-8
403
WOOD BASEBOARD (TYP.)
240REINF.CONC.SLAB (TYP.)
OFFICE
OFFICE
240REINF.CONC.SLAB (TYP.)
WOOD BASEBOARD (TYP.)
3 A-8
13G.GW.B.LAMINATED TO 16 PLYWOOD A.C. SUSPENDED. T- BAR SYSTEM(TYP)
WOOD BASEBOARD (TYP.)
240REINF.CONC.SLAB (TYP.)
OFFICE
2 A-8
240REINF.CONC.SLAB (TYP.)
WOOD BASEBOARD (TYP.)
3 A-8
+7200
504
240REINF.CONC.SLAB (TYP.)
401
+11500
ZUMBA + BALLET
502
OFFICE
+15300
503
YOGA AREA
3 A-8
+19100
GREEN ROOF
BASEMENT PARKING 1
280REINF.CONC.SLAB (TYP.)
BASEMENT PARKING 2
-8000
TOP OF FOUNDATION
280 REINF.CONC.SLAB ON 0.15 POLYETH.DAMPPROOFING LAYER ON 150 MIN. GRANUALAR FILL (TYP.)
PARKING
250STRUCT.REINF.CONC.SHEER WALL ON300D.X700W.FTG.
1800
PARKING -5290
PARKING
280REINF.CONC.SLAB (TYP.)
150MIN.CRUSHED STONE COVERING 200DIA.WEEPING TILES (TYP.)
250STRUCT.REINF.CONC.SHEER WALL ON300D.X700W.FTG.
280 REINF.CONC.SLAB ON 0.15 POLYETH.DAMPPROOFING LAYER ON 150 MIN. GRANUALAR FILL (TYP.)
150MIN.CRUSHED STONE COVERING 200DIA.WEEPING TILES (TYP.)
1 BUILDING CROSS-SECTION A-6' SCALE1:125
HUM
Section A
SCHOOL APPLIED
ARCHITEC
TECHNOLO PROJECT
NA
INDUS
Humber Colle DRAWING
17
TIT
CROS DRAWN
BY :
Michael Men DATE :
07 APRIL 2 SCALE :
AS NOTED
H PROPERTY LINE
1 6 A-
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Are 111 mm 00 00
C. ON LL 0C A 14 K.W BL YP.) (T
5
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IL
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±
6 10
RE
LE AB NT E REPAt Ctile.9f.f4. m2 SCarpea=15
10
3
1
. NC L CO AL 90 K.W BL YP.) (T
4
10
Are 10 00mm 00
M.
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L TE
01
.
OM
UCerama=15 8
1
10
W
CW
1
RO ITeYf.f. TILic til.94 m2
1
10
W
N
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IL TA
UP
. UM SPS N LAY KE M GT O G BR INU TIN Y UM LA ALL AL L SU RM ED AL IN E IZ W TH OD AIN AN RT CU YP.) (T
10
P
NS
IO LINL NUIT
E W AG E C AIN PIP T C DU
± 00
1
10
CW
ED AT ON . MIN G CT .LA RRIN RU OL .B T W .FU 0 S C.C YP.) N T G.G E 40 O (T 13 9 M 00X F.C 1 4 IN RE
1
10
W
E
Are 107 mm 00
G
IN AC
C. ON LL 0C A 14 K.W BL YP.) (T
10
SID H OT .(B S .B TUD G.W T.S 13 ME .) 2 9 YP (T
4
7
10
W
AB NT E REPAt Ctile.9f.f4.m2 SCarpea=15
1
10
CW
10
DR
F
C.B
LE
B
1
E AG AIN DR E PIP CT DU
10
SUPPLY AIR SHAFT P.C. CONC.CURB GALV.STEEL GRATING (TYP.)
3
10
CW
G TIN EA .H / L ET W .M R OO IN VE ST EF CO G R IN P IT H IL UN ATC TA M YP.) RE (T
C.B
A
4
10
CW
C
1
10
CW
UP
65 P.C. CONC.PAVERS (TYP.)
7
10
CW
65 P.C. CONC.PAVERS (TYP.)
3 A-7
CW
G
D
B
C
D
PRE-FINISHED METAL(TYPICAL)
PRE-FINISHED METAL(TYPICAL)
SHEET-METAL PROTECTION PAVE WITH SHIM
N
+22900mm
SHEET-METAL PROTECTION PAVE WITH SHIM
106
CORRIDOR Marble tile f.f.
305
Area=15.13 m2 604
+22900mm
UP
DUCT PIPE SHAFT
+ 7200mm
103
DUCT PIPE SHAFT
FIRE. PANEL
ELEV.
6
ELE. PANEL
STAIR #2
TEL. PANEL CORRIDOR Marble tile f.f. m2 FIRE Area=15.13 604 DISTIG. +7200mm HOSE
PRE-FINISHED METAL(TYPICAL)
Area=88.98 m2 301 +7200mm
SLOPE 2% MIN.
+5300m
1 A-6
PRE-FINISHED METAL(TYPICAL)
R.D.
SLOPE 2% MIN.
SLOPE 2% MIN.
1
PROVIDE 12 PRE MOLDED ISOLATION JOINTS BETWEEN CONC. SLAB,WALLS,AND COLUMNS.
12
CONSTRUCT 25 DEEP CONTROL JOINTS IN POURED CONCRETE SLAB AND PERIMETER WALLS
13
TOP OF CONCRETE FLOOR SLAB ELEVATION IN PARKING AREA IS -2845 U.O.N.
SCHOOL
OF
APPLIED
TECHNOLOGY
ARCHITECTURAL TECHNOLOGY
3
DO NOT SCALE DRAWINGS.
4
USE ONLY THE LATEST REVISED DRAWING OR THOSE B C D THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
Humber College DRAWING
CW104
CW101
N
140 CONC. BLK.WALL (TYP.) 13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
CW101
E
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
103
EXTERIOR WEATHER SEAL AIR SPACE
106
Area=15.94 m2 210
RENTABLE RETAIL SPACE Carpet tile f.f. Area=15.94 m2
90 CONC. BLK.WALL (TYP.)
140 CONC. BLK.WALL (TYP.)
204
106
105
CW101
Area=15.94 m2 210
106
106
106
106
CW107
STORAGE RM.
STORAGE RM.
106
90 CONC. BLK.WALL (TYP.)
105
+ 3600mm
106
140 CONC. BLK.WALL (TYP.)
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
106
CW108
4
DUCT PIPE SHAFT
STAIR #1
5
10
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
8
DUCT PIPE SHAFT
ELEV.
ELEV.
OPEN DOWN TO WAITING AREA Marble tile f.f. Area=15.94 m2
TEL. PANEL
103
+ 3600mm
102
+ 3600mm
RENTABLE RETAIL SPACE Carpet tile f.f. Area=15.94 m2 207
CORRIDOR Marble tile f.f.
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
+ 3600mm
FIRE. PANEL
103
140 CONC. BLK.WALL (TYP.)
102
LOBBY Marble tile f.f.
+ 3600mm
CW101
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX OPEN DOWN VESTIBULE Marble tile f.f.
9
6
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
13 G.W.B.(BOTH SIDE)ON 92 MET.STUDS (TYP.)
Area=15.94 m2 102
.
CW101
SPACE Carpet tile f.f.
RETAIL
103
103
Area=15.94 m2 101
13 G.W.B.(BOTH SIDE)ON 92 MET.STUDS (TYP.)
+3600mm
RENTABLE RETAIL SPACE Carpet tile f.f.
RENTABLE RETAIL SPACE Carpet tile f.f.
Area=15.94 m2 208
+ 3600mm
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
10
CW101
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3.
8
ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED
9
ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX
10
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
11
PROVIDE 12 PRE MOLDED ISOLATION JOINTS BETWEEN CONC. SLAB,WALLS,AND COLUMNS.
12
CONSTRUCT 25 DEEP CONTROL JOINTS IN POURED CONCRETE SLAB AND PERIMETER WALLS
13
TOP OF CONCRETE FLOOR SLAB ELEVATION IN PARKING AREA IS -2845 U.O.N.
CW101
TOP OF CONCRETE FLOOR SLAB ELEVATION IN CORE AREA IS -2645 U.O.N.
CW102
CW101
P.C.CONC. SUN-SHADDING
HUMBER COLLEGE
CW106
PROVIDE 12 PRE MOLDED ISOLATION JOINTS BETWEEN CONC. SLAB,WALLS,AND COLUMNS.
11
CW105
CW101
13
OF
APPLIED
TECHNOLOGY
TECHNOLOGY PROJECT
NAME :
OFFICE BUILDING Humber College DRAWING
TITLE :
MEZZANINE FLOOR PLAN DRAWN
CONSTRUCT 25 DEEP CONTROL JOINTS IN POURED CONCRETE SLAB AND PERIMETER WALLS
- 500mm
SCHOOL
ARCHITECTURAL
1 MEZZANINE FLOOR PLAN (AT LEVEL +3600) A-4 SCALE1:125
12
TOP OF FLOOR DRAIN ELEVATION TO BE - 2995
14 13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. 13G.GW.B.LAMINATED REINF.CONC.COL 19 MET.FURRING ON (TYP.) 400X400 STRUCT. REINF.CONC.COL (TYP.)
CW106
8
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
+ 3600mm
Area=15.94 m2 209
7
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
7
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
ENTRY Marble tile f.f. ± 0000mm
Area=15.94 m2 203
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
CW101
CW101
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
DO NOT SCALE DRAWINGS.
4
5
13 G.W.B.(BOTH SIDE)ON 92 MET.STUDS (TYP.)
± 0000mm
CW101
103
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL RENTABLE (TYP.)
3
CW101
Area=15.94 m2 202
Area=15.94 m2 201
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
+ 3600mm
FIRE DISTIG. HOSE
FIRE. PANEL
5
140 CONC. BLK.WALL (TYP.)
+ 1800mm + 1800mm
ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED
13 G.W.B.(BOTH SIDE)ON 92 MET.STUDS (TYP.)
ELE. PANEL
STAIR #2
+ 1800mm
UP 10 RISERS @180
CW101
ELE. PANEL
TEL. PANEL CORRIDOR Marble tile f.f. Area=15.94 m2 FIRE 202 DISTIG. HOSE
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
104
WOMEN'S W.R. Ceramic tile f.f. Area=15.94 m2 211
+ 3600mm
106
1
+ 3600mm
106
ELE. RM.
ELE. RM.
WOMEN'S W.R. Ceramic tile f.f. Area=15.94 m2 211
H
UTILITY ROOM. Ceramic tile f.f.
106
50 RIGID INSUL'N. (WATER RESISTANT) SHEATHING STEEL STUD
+ 3600mm
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3. 104
G
F
TEL. RM.
90 P.C. CONC. SPANDREL PANEL
TEL. RM.
UTILITY ROOM. Ceramic tile f.f.
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
7
+ 3600mm
KEEL ST
TRUE NORTH
GENERAL NOTES 140 CONC. BLK.WALL (TYP.)
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3. CW101
3
NT
NO. :
+ 3600mm
103
. PAVEME
A-5
103
6
TY LINE
DRAWING
Area=15.94 m2 206
+ 3600mm
6
P.C CONC
NAME :
ARC-251-ONC
PROJECT NORTH
DRAINAGE PIPE DUCT
RENTABLE RETAIL SPACE Carpet tile f.f.
Area=15.94 m2 205
10
1
PROJECT
21 APRIL 2017 AS NOTED
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
5
RENTABLE RETAIL SPACE Carpet tile f.f.
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
10
BY :
SCALE :
CW104
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
2
PROPER
DRAWN
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
TYP. MULLION SPACING
ED AT N O G . T UC OL C.C
TITLE :
MECHINICAL FLOOR PLAN
Michael Mentesnot DATE :
1
DRAINAGE PIPE CW103 DUCT
NAME :
OFFICE BUILDING
UP 10 RISERS @180
IL
TOP OF FLOOR DRAIN ELEVATION TO BE - 2995
14
HUMBER COLLEGE
PRE-FINISHED METAL(TYPICAL)
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
2
A
6000m
11
SLOPE 2% MIN.
PRE-FINISHED METAL(TYPICAL)
1 MECHINICAL FLOOR (AT LEVEL+22900) A-5 SCALE1:125
65 P.C. CONC. PAVERS (TYP.)
SET BACK
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
PROJECT
TA
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-251-ONC
DATE :
DRAWING
21 APRIL 2017
A-4
SCALE :
AS NOTED
NO. :
TOP OF CONCRETE FLOOR SLAB ELEVATION IN PARKING AREA IS -2845 U.O.N.
65 P.C. CONC.PAVERS (TYP.)
CW104
CW101
N
CW104
N
1 A-6
TOP OF CONCRETE FLOOR SLAB B C D ELEVATION IN CORE AREA IS -2645 U.O.N.
A
1
TYP. MULLION SPACING
DRAINAGE PIPE CW103 DUCT
C.B.
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
14
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
DRAINAGE PIPE DUCT
CW103
RENTABLE OFFICE SPACE Carpet tile f.f.
TRUE NORTH
PROJECT NORTH
TOP OF FLOOR DRAIN ELEVATION TO BE - 2995 Area=150.34 m2 305 +7200mm
2 90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
GENERAL NOTES
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
E
3
G
F
H
106
Area=15.94 m2 306 + 7200mm
106
ELE. RM.
WOMEN'S W.R.
105
Area=60.44 m2
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
+ 7200mm
3
DO NOT SCALE DRAWINGS.
4
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
104
WOMEN'S W.R.
Ceramic tile f.f. Area=15.94 m2 307
106
105
+ 7200mm
106
106
STORAGE RM.
STORAGE RM.
106
106
106
CW108
DUCT PIPE SHAFT
STAIR #1
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
APPLIED
ELE. PANEL
OF Area=15.13 m2 302
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
103
FIRE DISTIG. HOSE
ELEV.
+ 7200mm
RENTABLE OFFICE SPACE PREFIN.MET.HEATING Carpet tile f.f. UNIT COVER W/ MATCHING STOOL (TYP.)
Area=156.84 m2 308 +7200mm
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
FIRE. PANEL 102
102
90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
TEL. PANEL CORRIDOR Marble tile f.f. m2 FIRE Area=15.13 302 DISTIG. +7200mm HOSE
+ 7200mm
FIRE. PANEL
TECHNOLOGY PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
ELE. PANEL
STAIR #2 + 5050mm
ELEV.
TECHNOLOGY
ARCHITECTURAL
PROJECT
DUCT PIPE SHAFT
+ 5050mm
TEL. PANEL CORRIDOR Marble tile f.f.
UP 10 RISERS @180
SCHOOL
1 A-6'
103
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
LOBBY Marble tile f.f.
Area=88.98 m2 301 +7200mm
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
7
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3.
8
ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX
9
10
CONCRETE TO BE POURED AFTER STEEL AND SLAB ARE IN PLACED
11
PROVIDE 12 PRE MOLDED ISOLATION JOINTS BETWEEN CONC. SLAB,WALLS,AND COLUMNS.
103
NAME :
OFFICE BUILDING 103
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
Humber College 7
Area=15.94 m2 306
106
+ 7200mm
106
304
6
UTILITY ROOM. Ceramic tile f.f.
106
ELE. RM.
Ceramic tile f.f. Area=15.94 m2 307
+7200mm
1 A-6'
90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
HUMBER COLLEGE 104
RENTABLE OFFICE SPACE Carpet tile f.f.
5
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
TEL. RM. UTILITY ROOM. Ceramic tile f.f.
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
4
1 CW101
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.) 103
UP 10 RISERS @180
CW
ALL BEAM TO BE W 410/180 WITH ADJUST.MASONARY ANCHORS ANCHORS @ 2000 O.C.MAX
10
TOP OF CONCRETE FLOOR SLAB ELEVATION IN CORE AREA IS -2645 U.O.N.
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
1
CW
R.D.
SLOPE 2% MIN.
10
CW
ALL CONCRETE FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3. ALL WINDOWS ARE INSULATING DOUBLE GLAZED UNITS UNLESS OTHERWISE NOTED
9
+5300m
GRAVEL BALLAST FILTER FABRIC 75 RIGID INSULATION SINGLE PLY SYNTHETICS WATERPROOFING MEMBER. ON 13 G.W.B(TYPICAL)
GENERAL NOTES
SUN SHEDDING DEVICE (TYPICAL)
8
ED AT N MIN G O .LA RIN T. .B W UR RUC OL .G .F T .C T S G 13 ME 00 NC 19 0X4 .CO 40 INF RE YP.) (T
1 A-6'
103
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
LOBBY Marble tile f.f.
7
MP .RA PE NC LO CO 12 S 1IN
CW
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
8 FIRE. PANEL 102
PRE-FINISHED METAL(TYPICAL)
IN IT N UN KE M O U S AS BR IN LL GL LLY LUM WA P.) G IN MA D A AIN (TY T R LA HE IZE RT SU T OD CU IN AN
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
7
305
+22900mm
SLOPE 2% MIN.
7
G TIN W/ EA .H ER OL ET OV STO P.) Y .M C IN IT G (T EF UN HIN C PR T MA
ZUMBA AREA Carpet tile f.f. Area=83.44 m2
103
10
. NC L AL W P.)
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
+ 7200mm
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
50CONC.TOPPING W/ HEATING CABLE AND 20DIA V-GROOVES (TYP.)
DO NOT SCALE DRAWINGS.
4
+ 5050mm
ELEV.
13G.GW.B.ON 19 MET.FURRING ON 400X400 STRUCT. 250 REINF.CONC. SHEER WALL (TYP.)
65 P.C. CONC.PAVERS (TYP.)
3
PRE-FINISHED METAL(TYPICAL)
+ 22900mm
102
200H.POURED CONC.CURB (TYP.)
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
Area=45.94 m2 602
+ 5050mm
FIRE DISTIG. HOSE
1 A-6'
OR
MECHANICAL ROOM Terrazzo tile f.f.
ELE. RM.
PROJECT NORTH
STAIR #1
ELE. PANEL TEL. PANEL
YOGA AREA
1 ' 6 A-
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
CW108
Carpet tile f.f. Area=83.44 m2
5
1
SLOPE 2% MIN.
C.B
TRUE NORTH
PRE-FINISHED METAL(TYPICAL)
106
ELE. RM. UP
+ 22900mm
4
H
TEL. RM. 106
Area=45.94 m2 602
SUPPLY AIR SHAFT P.C. CONC.CURB GALV.STEEL GRATING (TYP.)
G
F
106
MECHANICAL ROOM Terrazzo tile f.f.
UP 10 RISERS @180
65 P.C. CONC.PAVERS (TYP.)
GENERAL NOTES
E
SHEET-METAL PROTECTION PAVE WITH SHIM
103
N
3
TRUE NORTH
GREEN ROOF LOOSE-LAID RETENTION TEE ENGINEERED SOIL FILTER FABRIC RESERVOIR LAYER MOISTURE RETENTION LAYER
N
2
PROJECT NORTH
DRAINAGE PIPE DUCT
SHEET-METAL PROTECTION PAVE WITH SHIM
UP 10 RISERS @180
DRAINAGE PIPE DUCT
3 A-7
N
CW101
1
N
1 A-6
A
DRAWING
RENTABLE OFFICE SPACE Carpet tile f.f.
PREFIN.MET.HEATING UNIT COVER W/ MATCHING STOOL (TYP.)
13G.GW.B.LAMINATED 19 MET.FURRING ON 400X400 STRUCT. REINF.CONC.COL (TYP.)
+7200mm
TITLE :
Area=120.94 m2 309
Area=75.99 m2 310
90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
+7200mm
+7200mm
1 A-6
90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
8
DRAWN
BY :
PROJECT
SCALE :
AS NOTED
NAME :
ARC-251-ONC
1 TYPICAL FLOOR (AT ABOVE LEVEL+7200) A-3 SCALE1:125 DATE : DRAWING
21 APRIL 2017
INSULATING GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMINUM CURTAIN WALL (TYP.)
CONSTRUCT 25 DEEP CONTROL JOINTS IN POURED CONCRETE SLAB AND PERIMETER WALLS TOP OF CONCRETE FLOOR SLAB ELEVATION IN PARKING AREA IS -2845 U.O.N. TOP OF CONCRETE FLOOR SLAB ELEVATION IN CORE AREA IS -2645 U.O.N.
103
SITE AND MAIN FLOOR PLAN
Michael Mentesnot
12
13
RENTABLE OFFICE SPACE Carpet tile f.f.
RENTABLE OFFICE SPACE Carpet tile f.f.
Area=156.88 m2 303
TOP OF FLOOR DRAIN ELEVATION TO BE - 2995
14
90P.C. CONC. SPANDREL PANEL EXTERIOR WEATHER SEAL AIR SPACE 50 RIGID INSULATION (WATER RESISTANT) SHEATHING STEEL STUD
HUMBER COLLEGE SCHOOL
OF
APPLIED
TECHNOLOGY
ARCHITECTURAL TECHNOLOGY PROJECT
NAME :
OFFICE BUILDING Humber College
NO. :
A-1
DRAWING
TITLE :
TYPICAL FLOOR PLAN DRAWN
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-251-ONC
DATE :
DRAWING
21 APRIL 2017
A-3
SCALE :
AS NOTED
NO. :
Floor Plans
19
20
A'
2 A-8
80
275
A
66
FIBER CANT STRIP SLOPE INSULATION VAPOUR BARRIER. 75 RIGID INSULATION AIR BARRIER
220 STRUCT.REINF. CONC.FL.SLAB
7 A-5
568
1142
220
+22400 TOP OF ROOF SLAB
DROP PANEL BEYOND
SEALANT
TYPICAL OFFICE FLOOR
3 A-8
3011
1956
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
PREFIN.MET STOOL TO MATCH UNIT COVER HEATING UNIT/PREFIN.METAL COVER
90 P.C. CONC. SPANDREL PANEL
FACE OF DRYWALL & COLUMN BEYOND 90
25 50 150
INTERIOR FINISH
50 RIGID INSUL'N. (WATER RESISTANT) AIR SEAL SHEATHING STEEL STUD
LATERAL TIE BACK CONNECTION (see detail) 100 VINYL BASEBOARD
280 STRUCT.REINF. CONC.FL.SLAB
WEEPING HOLES @ 600 O.C.
280
+18600 5TH FLOOR
600
240 STRUCT.REINF. CONC.FL.SLAB
600 568
1904
EXTERIOR WEATHER SEAL AIR SPACE
DROP PANEL BEYOND SEALANT
SEALANT
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
2988
TYPICAL OFFICE FLOOR 1 A-9
FACE OF DRYWALL & COLUMN BEYOND SEALANT AND BACKER ROD
ANCH.ALUM. CURTAIN WALL FRAME SPANDREL GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMN. CURTAIN WALL FRAME W/R.S.I.2.1 BATT.INSUL.W/V.B AND GALV.ST.BACKING PANEL
400
4TH FLOOR
SEALANT
PREFIN.MET STOOL TO MATCH UNIT COVER HEATING UNIT/PREFIN.METAL COVER 150 25 50 62
2X13 G.E.B ON 64 MET.STUD ANCHOR 100 VINYL BASEBOARD
280 STRUCT.REINF. CONC.FL.SLAB
FIRE STOP
280
+14800
2952
FACE OF DRYWALL & COLUMN BEYOND
AIR SPACE
471
240 STRUCT.REINF. CONC.FL.SLAB 200X400 P.C. HORIZONTAL SUN SHADING DEVICE
INSULATED MULLION
DROP PANEL BEYOND 13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM INSUL'M GLASS UNIT
TYPICAL OFFICE FLOOR
Sample of Detail drawing 21
A'
2 A-8
80
275
A'
A
66
80
275
FIBER CANT STRIP
66
FIBER CA
SLOPE INSULATION VAPOUR BARRIER.
SLOPE IN
75 RIGID INSULATION AIR BARRIER
VAPOUR
75 RIGID
1142
220
+22400 TOP OF ROOF SLAB
220 STRUCT.REINF. CONC.FL.SLAB
7 A-5
568
AIR BAR
DROP PANEL BEYOND
+22400 TOP OF ROOF SLAB
SEALANT
1956
1142
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
3 A-8
DROP PANEL BEYOND
3011
TYPICAL OFFICE FLOOR PREFIN.MET STOOL TO MATCH UNIT COVER HEATING UNIT/PREFIN.METAL COVER
90 P.C. CONC. SPANDREL PANEL
FACE OF DRYWALL & COLUMN BEYOND 90
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
INTERIOR FINISH
50 RIGID INSUL'N. (WATER RESISTANT) AIR SEAL SHEATHING STEEL STUD
LATERAL TIE BACK CONNECTION (see detail) 100 VINYL BASEBOARD
280 STRUCT.REINF. CONC.FL.SLAB 280
+18600 5TH FLOOR
600
240 STRUCT.REINF. CONC.FL.SLAB
600
DROP PANEL BEYOND SEALANT
2 CURTAIN WALL AT ROOF PARAPET A-8 SCALE1:10
SEALANT
PREFIN.MET STOOL TO MATCH UNIT COVER 106
WEEPING HOLES @ 600 O.C.
SEALANT
25 50 150
568
1904
EXTERIOR WEATHER SEAL AIR SPACE
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
HEATING UNIT/PREFIN.METAL COVER
90 P.C. CONC. SPANDREL PANEL 90
25 50
150
30
EXTERIOR WEATHER SEAL
AIR SPACE FACE OF DRYWALL & COLUMN BEYOND
SPANDREL GLASS UNIT IN THERMALLY BROKEN ANODIZED ALUMN. CURTAIN WALL FRAME W/R.S.I.2.1 BATT.INSUL.W/V.B AND GALV.ST.BACKING PANEL
STEEL STUD 1904
SEALANT AND BACKER ROD PREFIN.MET STOOL TO MATCH UNIT COVER HEATING UNIT/PREFIN.METAL COVER 150 25 50 62
SEALANT
2X13 G.E.B ON 64 MET.STUD ANCHOR 100 VINYL BASEBOARD
INTERIOR FINISH
+18600 5TH FLOOR
LATERAL TIE BACK CONNECTION (see detail) 100 VINYL BASEBOARD
280 STRUCT.REINF. CONC.FL.SLAB
FIRE STOP
280
400
AIR SEAL SHEATHING
FACE OF DRYWALL & COLUMN BEYOND
ANCH.ALUM. CURTAIN WALL FRAME
4TH FLOOR
2952
2988
TYPICAL OFFICE FLOOR
1 A-9
+14800
50 RIGID INSUL'N. (WATER RESISTANT)
AIR SPACE
471
240 STRUCT.REINF. CONC.FL.SLAB 200X400 P.C. HORIZONTAL SUN SHADING DEVICE
INSULATED MULLION
DROP PANEL BEYOND
WEEPING HOLES @ 600 O.C.
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM INSUL'M GLASS UNIT
TYPICAL OFFICE FLOOR
1 PARTIAL TYP.WALL SECTION A-8 SCALE1:20
Samples of Detail drawing 22
3 CURTAIN WALL SPANDREL AT TYP.FLOOR A-8 SCALE1:10
A
ANT STRIP
NSULATION
R BARRIER.
D INSULATION
568
220
RRIER
4 LATERAL TIE BACK DETAIL A-8 SCALE1:5
MASONARY STRAP ANCHORS
WOOD BLK. SEALANT
3011
100
8 STEELBENT PLATE
A
435
FACE OF DRYWALL & COLUMN BEYOND
5 JAMB DETAIL AT O.H.DOOR A-8 SCALE1:10
7
TYPICAL OFFICE FLOOR
500
25
75
P.C.CONC.PANEL 25 AIR SPACE CONC MET. FLASHING
250
WEEPING HOLES @600
250
SEALANT
280
200H POURED CONC. CURB
250
568
50
HUMBER COLLEGE DROP PANEL BEYOND
SCHOOL
OF
APPLIED
TECHNOLOGY
ARCHITECTURAL TECHNOLOGY PROJECT
50 CONC. TOPPING W/HEATIN CABLES AND 20DIA.V-GROOVES
NAME :
OFFICE BUILDING Humber College DRAWING
SEALANT
13 G.W.B. LAMINATED TO16 PLAY'W'D LAT-IN AC TILE IN SUSPENDED T-BAR SYSTEM
250 REINF.CONC.RAMP SLAB REINF.CONC.POURED FIN WALL
6 RAMP CURB DETAIL A-8 SCALE1:10
TITLE :
SECTIONS AND DETAIL DRAWN
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-251-ONC
DATE :
DRAWING
27 march 2017
A-8
SCALE :
as noted
NO. :
23
YEAR: 2020 | LOCATION: | BUILDING: INDUSTRIAL | TYPE: ACADEMIC
THE RESIDENTIAL BUILDING
PRESENTED WITH PHYSICAL MODEL This is an introduction to residential wood-frame construction and during which I prepared working drawings and a framing model for a house. It also helped to acquire knowledge and skills in working drawing conventions and techniques, construction systems and details, and building code requirements. Drawings are prepared using AutoCAD in metric units and incompliance with Part 9 of the Ontario Building Code and further discussion of sustainable design in architectural technology.
24
02
25
1 A-4 8630 1270
ROOF LINE ABOVE
1270
2540
245
1760
L10
L10
W7
25mm AIR SPACE 25mm AIR SPACE
W7
25mm RIGID INSUL. R-30 SPRAYFOAM INSUL.
4013
2X4 WOOD STUD @400 O.C ON 290 CONC. BLK.FND.WALL GARAGE DOOR POWER
16 DRYWALL DOUBLE PLASTERED
7038
1 SK8 25 RIGID INSUL. UNDER CONC. SLAB
10801
GARAGE
7701 1324
3
(Hardwood tile f.f)
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
1450 L9
N
26
(Ceramic tile f.f)
102
296
LIVING ROOM (Hardwood tile f.f)
CM/SM
140
1325
1575
104
6211
700
1 611
830
700
6
90
400
NON-COMBUSTABLE EARTH
965
2230 190
6470
L3 45°
L4 2415
W3
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
W4
1 A-4
Floor Plan: detailed drawing
L3 296
2338
2230
16941
FLOOR PLAN SCALE1:50
W2
WASH RM.
89 38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
89
1171
L3
6400
1600 89
102
495
296
103
L6
1890
649
(MARBLE tile f.f)
NO FIRE BRICK LINER REQUIRED WITH CIRCULATION SPACE CONFORMS TO CAN/ULC-S639M (9.22.3.1)
W5
1 A-1
W.P.
1846
1235
3806
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
3761
(Hardwood tile f.f)
W6
4370
L1
89
DINING ROOM
6135
150 DIA. CONC. FDN. @1280 OC MIN 1200 BELOW GRADE
2
W1
CM/SM
1251
2-38X184 P.T WOOD BEAMS FOR DECK
CM/SM
1805
HALL WAY
2407
L9
140 2X6 WOOD STUD @400 O.C ON 290 CONC. BLK.FND.WALL
UP 15 RISERS @180.5
1657
1100
105
296
101
6
106
(MARBLE tile f.f)
70 1049
6119
(Hardwood tile f.f)
LOBBY
89
89
CM/SM
FAMILY ROOM
S
296
101
3787
3710
1220
7808
2121
140
38X140 CEDAR OR P.T DECKING @ 145 O.C.
107
109
DN. 15 RISERS @180.5
1471
CELING JOIST
296
CM/SM
111
89
103
REFREG. N.I.C
705
STORAGE RM.
1151
104
3260
(Hardwood tile f.f)
PANTRY
3011 38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
1890 9651
W6
296 1974
G.F 1100 A.F.F
108
DINETTE
2100
150 MIN WOOD PLATFORM
610
KITCHEN
1852
700
3035
G.F 1100 A.F.F
L6
140
106 89
4559
G.F 1100 A.F.F
3011
107
296
3
296
2749
110
140
(Hardwood tile f.f)
3 A-5
107
UTILITY RM.
WALL TO BE GAS PROOFED WITH SEALANT GYP.WALL B'D
MET.THRESHOLD
(CERAMIC tile f.f)
SKYLIGHT
89
(CERAMIC tile f.f)
2500
GARAGE DOOR POWER
1852
G.F 1100 A.F.F
38mm X 140mm BASE PLATE
90mm FACE BRICK
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
296
105
W5
296
DRYER 3
L7
6MIL. POLY. VAPOUR BARRIER
WASH
108
8140
SLOPE CONC. SLAB DOWN 100
4575
ROOF LINE ABOVE
L7 W5
G.F 1100 A.F.F
G.F 1100 A.F.F
1000
245
L7 W5
112
89
1575
1 A-5
W4
L4
90
1010
2217
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
1575
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O.C
968
557
38X235 NO.2 SPRUCE FLOOR JOISTS @ 300 O
(MARBLE tile f.f)
CM/SM
1575
140
3100
965 190
1841
686
431
1790
W.P.
444
O.C
7563
L11
2745
638
COUNT NO
DOOR SCHEDULE DOOR ROOM NO NO
DESCRIPTION
WIDTH
1
EXTERIOR METAL INSULATED
101
101
1000
1
HOLLOW COREWOOD DOOR
102
102
800
1
HOLLOW COREWOOD DOOR
103
110
900
1
HOLLOW COREWOOD DOOR
104
109
850
1
HOLLOW COREWOOD DOOR
105
103
900
1
HOLLOW COREWOOD DOOR
106
103
1000
2
HOLLOW COREWOOD DOOR
1000
EXTERIOR METAL INSULATED
107 108
112
1
112
1000
NOTE: ALL DOORS TO CONFORM TO O.B.C.-9.23.12.2 (3)
245
2745 97
991
L11
COUNT NO
50 CONC. TOPPING WATER PROOF MEMBRANE
1 A-5
1161
2 - 38 X 89 SPRUCE
L1
101
300
3
2 - 38 X 140 SPRUCE
L10
112
1270
2
2 - 38 X 235 SPRUCE
L11
112
2745
1
2 - 38 X 89 SPRUCE
L2
102
800
1
2 - 38 X 184 SPRUCE
L3
103
2340
2
2 - 38 X 140 SPRUCE
L4
103
965
1 2
2 - 38 X 235 SPRUCE
L5
104
1575
2 - 38 X 286 SPRUCE
L6
106
1890
3
2 - 38 X 235 SPRUCE
L7
108
1575
1
2 - 38 X 140 SPRUCE
L8
105
1100
1
2 - 38 X 184 SPRUCE
L9
105
1450
2341
0
COUNT NO
WINDOW SCHEDULE DOOR ROOM DESCRIPTION NO NO
GLAZE
WIDTH
1
VINYL WOOD PELLA WINDOW
W1
101
600
600
1
VINYL WOOD PELLA WINDOW
W2
102
800
800
1
VINYL WOOD PELLA WINDOW
W3
104
2
VINYL WOOD PELLA WINDOW
W4
965
965
4
VINYL WOOD PELLA WINDOW
W5
1575
1575
2
VINYL WOOD PELLA WINDOW
W6
104 105 ,107 108 ,110 106
1890
1890
2
VINYL WOOD PELLA WINDOW
W7
112
1270
1270
3740
1480
GENERAL NOTES
NOTE: ALL LINTELS TO CONFORM TO O.B.C.-9.23.12.2 (3)
61
100
3 A-5
WIDTH
1
800
N.T.S
3061
(MARBLE tile f.f)
1727
ENTRY
600
UP 2 RISERS @150
16764
2500
76 2400
1000
SLOPE DOWN 25
LINTEL SCHEDULE LINTEL ROOM DESCRIPTION NO NO
10
6
1399
FLOOR PLAN LEGEND
VAR
1
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER DESIGNER OR ENGINEER AS APPLICABLE.
3
DO NOT SCALE DRAWINGS.
4
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
6
ALL DRYWALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.25.3.3.
7
ALL HARDWOOD FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.3.3.
8
ALL FLOORING ASSEMBLY MUST CONFORM TO O.B.C. - 9.30.6.4.
9
STAIRS RISERS ARE CALCULATE ON THE BASIS OF ASSUMED 38X235 FL. JOIST.
10
ATTACHED GARAGES MUST BE COMPLETE SEALED TO PREVENT THE INFILTRATION OF CARBON MONOXIDE AND GASOLINE FUMES INTO THE DWELLING - PROVIDE 16 G.W.W/MIN 2 COATS OF JOINT COMPOUND AT ALL ADJACENT TO DWELLING.
DUPLEX CONVENIENCE OUTLET.
395
RANGE OR DRYER OUTLET. WEATHERPROOF OUTLET. SINGLE POLE SWITCH. 3
DOUBLE POLE SWITCH. THREE WAY SWITCH. INCANDESCENT CEILING LIGHT FIXTURE. JOIST DIRECTION FLOOR ABOVE.
Photo of the Physical model DOOR NUMBER. WALL SECTION REFERENCE.
HUMBER COLLEGE SCHOOL
OF
APPLIED
TECHNOLOGY
ARCHITECTURAL TECHNOLOGY PROJECT
N
CONSTRUCTION NORTH.
NAME :
RESIDENTIAL BUILDING Humber College DRAWING
TITLE :
GROUND FLOOR PLAN DRAWN
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-152
DATE :
DRAWING
13 JUNE 2016
27 A-01
SCALE :
1:50
NO. :
3
MET. ASH DUMP
2595
SOLID FUEL FIREPLACE REQUIRE A SUPPLY OF COMBUSTION AIR FROM THE OUTSIDE THAT CONFORMS TO (O.B.C 9.22.1.1).
ASH PIT
204
30 HARDWD.TRADE 22 HARDWD. RISER
15 MIN. WOODEN PLATFORM TOP OF CONC. SLAB AT BACK WALL OF GARAGE
WEDGES
5-38X286 WOODEN BUILT-UP BEAM
89 O.D. ST PIPE COLUMN MUST CONFORM (O.B.C. 9.17.3)
FURNACE & STORAGE
MIN.6mm THICK PARGEW/COVE PARGING @FTG.ON 290 CONC. BLK.FDN.WALL ON 150X490 CONC.FTG.ON UNDISTURBED ON 150 MIN CRUSHED STONE 100 DIA. WEEPING TILE 10 MIL.POLY DAMPROOFING ON 0.17 POLY RSI FIBER G.L BATT INSUL. ON 6MIL POLY AIR/VAP. BARRIER ON 38X89 WD. STRAPPING @ 400 O.C
PAINTED DRYWALL W.F.
101
125 REINF. CONC. SLAB 3626 P.S.I 5-8% AIR ENT. 10 ROD @ 200 O.C BOTH WAYS
200X200X15 THICK. ST. BASE PLATE
MIN.50
150
75 MIN CONC. SLAB REINF.W/ 225X225X25 W.W.M 6 MIL.POLYETH. VAP. BARRIER 50 mm RIGID INSUL. 125 MIN. COMPACTED GRANULAR FILL UNDISTURBED SOIL 12 REMOLDED JOINT FILLER & SEALANT
(RISE)
112
75
150 100
90 FACE BRICK 25 AIR SPACE BUILDING PAPER ON 10 WAFERB'D SHEATING 38X89 WD.STUD @ 400 O.C.ON 190 CONC.BLK.WALL ON UNDISTURBED SOIL ON 150MIN. CRUSHED STONE
PAINTED DRYWALL W.F.
LOBBY
38X89 LOAD BEARING STUD WALL
METAL JOIST HANGER
PAINTED DRYWALL W.F.
TOP OF BASEMENT CONCRETE SLAB
(RUN)
180.5
GARAGE
CEMENT
- 2595
265
251 16 GYP. DRYWALL ON 25 INSUL. SHEATHING ON 38X140 W'D STUD @ 400 O.C. FILLED W/ R-20 FIBRGL. BATT INSUL ON 6 MIL POLYRTH. AIR/ VAP BARRIER WALL TO BE GASPROOFED
101
RECREATION ROOM
25
W'D SIDING WHERE APPLICABLE BOTTOM OF W'D SIDING&FACIA B'D TO LINE UP WHERE APPLICABLE
PAINTED DRYWALL W.F.
204
CERAMIC TILE ON CEMENT SETTING BED 50 CONC.TOPPING ON 100 POURED CONC.SLAB. REINF. W/13 DIA. BAR @150 O.C. TOP 13 DIA.BAR @225O.C. BOTH SIDE
ASPHALT SHINGLES ON MIN 10 EXT. TYPE PLYWOOD SHEATHING 25 AIR SPACE 25 INSUL. SHEATHING ON 38X140 RAFTER
2456
2456 235
2-38X235 LINTEL
LIVING ROOM
PAINTED DRYWALL W.F.
NON-COMBUSTABLE EARTH DOUBLE FL. JOIST
1
1200
± 0000
DOUBLE TOP PLATE
MIN .45 DEGREES
MIN.50 FIRE BRICK IN HIGH TEM. CEMENT MOTOR MIN.25 ON FLOOR (O.B.C.9.22.2.1)
METAL DAMPER
3
38X235 FLOOR JOIST @400 W/CROSS BRIDGING 2100 O.C.
90X90X6 STEEL ANGLE LINTEL
SMOKE SHELF(100 MIN)
TOP OF FIRST FLOOR SUB FLOOR
206
1200
GALV.METAL TIE @400 VER.
T&G CEDAR B'D SIDING ON BUILDING PAPER ON 10 EXT. TYPE PLYWOOD ON 25 INSUL. SHEATHING ON 38X140 W'D STUDS 2 400 O.C. FILLED W/R-20 FIBREGL. BATT INSUL.ON 6 MIL POLYRTH. AIR/VAP. BARRIER ON 16 GYP.DRYWALL
BATH RM.
PAINTED DRYWALL W.F.
38X89 LOAD BEARING STUD WALL
235
2707
90 FACE BRICK 25 AIR SPACE 90 CONC. BLK..ON 10 WAFERB'D SHEATING 305X305X16 CLAY FLUE LINER ON 90 CONC.BLK..ON 90 FACE BRICK EXT.GALV.MET.TIES @400 VERT.
HALL WAY.
PAINTED DRYWALL W.F.
201
150 MIN. OVERLAP WHERE BEAM IS CONTINOUS OVER ONE SPAN (O.B.C. 9.23.8.3(3)
TOP OF SECOND FLOOR SUB FLOOR
+ 2707
DOUBLE TOP PLATE
204
SMOKE CHAMBER PARGE W/HIGH TEMP. CEM.OR FIRECLAY MOTOR
1818
1638 38X140 CEILING JOIST W/RIBBON B'DS WHERE REQ'D
BED ROOM
PAINTED DRYWALL W.F.
38X286 HARDWD. STRINGER
COLLAR BRACE
2472
2456
MIN.12 CLEARANCE OF COMBUSTIBLE MATERIALS FROM EXT. CHIMNEY (O.B.C. 9.21.5.1) SEAL SPACE W/ NON-COMBUSTABLE MAT, (SHEET METAL) (O.B.C. 9.21.5.2)
ASPHALT SHINGLES ON MIN 10 EXT. TYPE PLYWOOD SHEATHING 25 AIR SPACE 25 INSUL. SHEATHING ON 38X140 RAFTER
140
38X140 COLLAR TIE W/RIBBON B'D WHERE REQ'D
TOP OF PLATE
+ 5147
1
38X190 RIDGE BOARD
2360
1818
3
CHIMNEY SADDLE REQUIRED WHERE LENGTH OF UPPER SIDE EXCEEDS 750mm (O.B.C. 9.26.4.3)
2456
1
POURED CONC. CAP
CHIMNEY GALV. MET FLASHING AND SEALANT AT INTERSECTION OF SHINGLE ROOF AND MASONRY TO CONFIRM TO (O.B.C. 9.21.5.2)
295
+ 6965
850X850 CONC.FOOTING TO CONFORM TO O.B.C. (9.15.3.3)
1 HOUSE CROSS SECTION A-5 SCALE1:50
DRY WALL SOFFIT WHEREN REQ'D
3 FIRST FL. DETAIL TR. & RIS. A-5 SCALE1:5
HALL WAY.
PAINTED DRYWALL W.F.
201
METAL WALL BRACKET @1200 O.C MAX (O.B.C.9.8.7.8) 38X235 FLOOR JOIST
38X286 HARDWD. STRINGER
38X235 FLOOR JOIST
3-38X235 TRIMMER JOIST
3-38X235 TRIMMER JOIST (TOTAL RISE) 15 RIS @180.5
25
25mm MAX. DEPTH NOSING (O.B.C. 9.8.3.2)
2 A-5
STAIR CROSS SECTION SCALE1:25
Section details 28
3-38X235 TRIMMER JOIST
(TOTAL RUN) 13 TR. @ 285.38
NOTE:- HAND RAILS TO CONFORM TO O.B.C -9.8.7.1 - 9.8.72 - 9.8.7.4 - 9.8.7.5 - 9.8.7.6 - 9.8.7.8
GUARD TO CONFORM TO O.B.C - 9.8.8.2(2) - 9.8.7.2(5) - 9.8.8.4
(TOTAL RISE) 14 RIS @185.4
4 A-5
3710
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2
REPORT ALL DISCOVERIES OF ERRORS, OMISSIONS OR DISCREPANCIES TO THE OWNER, DESIGNER OR ENGINEER AS APPLICABLE.
3
DO NOT SCALE DRAWINGS.
4
USE ONLY THE LATEST REVISED DRAWING OR THOSE THAT ARE MARKED "ISSUED FOR CONSTRUCTION".
5
THE DRAWINGS ARE THE PROPERTY OF THE OWNER.
WEDGES
2595
101
1930 MIN. HEAD ROOM (O.B.C 9.8.37)
FURNACE & STORAGE
PAINTED DRYWALL W.F.
30 HARDWD.TRADE 22 HARDWD. RISER
38X235 FLOOR JOIST
38X235 FLOOR JOIST
3-38X235 TRIMMER JOIST
285.38
(RUN) 185.4
(TOTAL RUN) 14 TR. @ 265
(RISE)
3710
201
2707
3 A-5
HALL WAY.
PAINTED DRYWALL W.F.
GENERAL NOTES 1
HUMBER COLLEGE MIN.50
DRY WALL SOFFIT WHEREN REQ'D
SCHOOL
OF
APPLIED
TECHNOLOGY
ARCHITECTURAL TECHNOLOGY PROJECT
4 SECOND FL. DETAIL TR. & RIS. A-5 SCALE1:5
NAME :
RESIDENTIAL BUILDING DRAWING
TITLE :
HOUSE/ STAIR SECTIONS DRAWN
BY :
PROJECT
NAME :
Michael Mentesnot
ARC-152
DATE :
DRAWING
18 JUNE 2016
A-3
SCALE :
1:50,1:25&1:5
NO. :
3 1
PERFORMED INSULATING (OR PLYW 'D) VENTILATION BAFFEL TO PROVIDE MIN.25 CLEARANCE
PE
SLO
STARTER STRIP AS PER O.B.C. 9.26.72 TO EXTEND 12mm AT EAVES PAKE
16
10.25 KG/M ASPHALT SHINGLES ON BUILDING PAPER (OR NO. 15ROOFING FELT-O.B.C. 9.27.6.1) ON 7.5MIN. EXTERIOR SHEATHING (O.B.C. 9.23.15.A) CONTIN. 38mm X 140mm RAFTER HEADER
GUTTER OR EAVES BOARD TROUGH
16 GYP DRYWALL
WOOD NAILER
RSI 5.6 FIBERGLASS WOOL INSULATION
19mm X 184 WD FASCIA BOARD CONTIN.
38mm X 140mmCEILING JOIST @ 400 O.C.
SCREED VENT
460
0.15 POLTETH. VAPOR BARRIER
140
16mm GYPSUM DRYWALL RSI 3.5 FRICTION FIT FIBERGLASS BATT INSULATION
2-38mm X 140mm TOP PLATE
2440
10mm EXTERIOR PLYTWOOD SOFFIT(ALTERNATIVE USE MIN. 6mm PLYWOOD T&G OR PREFINISHED) ALUMINUM SOFFIT T&G CEDAR SIDING ON 10mm EXTERIOR TYPE PLYWOOD
38mm X 140mm WOOD STUD FRAMING @ 600 O.C. 25mm SHEATHING INSULATION
2440
TOP PLATE
38mm X 140mm BASE PLATE WOOD BASEBOARD FLOOR FINISH ON 15mm T& G. PLYWOOD SUB FLOOR GLUED AND SCREWED ONTO JOIST
TOP OF SECOND FLOOR SUBFLOOR
CONT.WOOD HEADER JOIST 38mm X 235mm CW R-19 BATT INSULATION ON EXTENDED VAPOR/AIR BARRIER AND SEAL TO JOIST AND SUBFLOOR
125
16
251
235
16
WOOD JOIST 38mm X 235mm
16mm GYPSUM DRY WALL 0.15 POLYETH. VAPOR BARRIER 38mm x 140mm WOOD STUDS 2 600MM O.C. RSI 3.5 FRICTION FIT FIBERGLASS BATT INSULATION
WOOD BLOCKING
2440
2707
235
JOIST TO BE BRIDGES WITH CONTIN. 19mm X 84mm STRAPPING OR 38mm X 38mm CROSS BRIDGING OR SOLID BLOCKING @ 2100O.C. O.B.C. 9.23.4.2(1)
38mm X 140mm BASE PLATE WOOD BASEBOARD
90mm FACE BRICK
FLOOR FINISH ON 15mm T& G. PLYWOOD SUB FLOOR GLUED AND SCREWED ONTO JOIST
25mm AIR-SPACE BUILDING PAPER (AIR PAPER) 25mm INSULATION SHEATHING
140
140
WEEP HOLES SPACED NOT MORE THAN 800mm APART O.B.C. 9.20.13.8
235
FLASHING MUST BE CARRIED BHIND INSULATED,NON WOOD OR SEMI-RIGID SHEATINGS O.B.C. 9.20.13.6(3) EXTEND FLASHING NOT LESS THAN 5mm BEYOND OUTER FACE OF THE SUPPORT WALL
16
WOOD JOIST 38mm X 235mm
50
150
FINISHED GRADE MIN. 150mm BELOW TOP OF FOUNDATION WALL O.B.C.9.15.2(1)
15
16
44
445
295
TOP OF BASEMENT CONCRETE SLAB
CONT.WOOD HEADER JOIST 38mm X 235mm CW R-19 BATT INSULATION ON EXTENDED VAPOR/AIR BARRIER AND SEAL TO JOIST AND SUBFLOOR
126 38X140mm SILL PLATE TO BE PLACED ON CONTIN. 6mmSILL PLATE GASKET MAX. HEIGHT FROM TOP OF SILL PLATE TO TOP BASEMENT CONC.SLAB 2500mm O.B.C.9.15.4.1
FIN GRADE
MIN.50mm SOLID MASONRY OR TOP COURSE FILLED WITH MORTAR OR CONCRETEO.B.C.9.15.1
2595
MIN.12.7mm DIA. ANCHOR BOLTS.MAX SPACING 2400mm OC ANCHOR BOLT TO BE DESIGNED FOR TIGHTENED WITHOUT WITHDRAWAL FROM FOUNDATION WALL.ANCHOR BOLT EMBEDDED MIN 100mm INTO FOUNDATION WALL.O.B.C. 9.23.6.1
2328
CAULKED OR SEALED WITH ACCEPTABLE SILL GASKET PLATE OR MINERAL WOOL MIN.25mm THICKNESS BEFORE COMPRESSION WHEN FOUNDATION WALL IS LEVEL O.B.C.9.23.7
290mm CONCRETE BLOCK FOUNDATION WALL O.B.C.9.15.4.1 10mm POLYETHYLENE DAMPROOFING TO GROUND LEVEL(BETWEEN FOUNDATION WALL AND WOOD STRAPPING) O.B.C 9:13:3.3
BITUMINOUS DAMPROOFING MATERIAL O.B.C. 9.13.5.2
MIN.6mmTHICK PARGE ON CONCRETE BLOCK O.B.C. 9.13.5.1
290
89
38X89mm WOOD STUDS@406mmO.CR-12 BATT INSULATION MIN. 1200mmBELOW EXTERIOR GRADE
CONCRETE FOOTING MIN. 490mmX200mm O.B.C. 9.15.3.3.25
6mm POLY VAPOR BARRIER 12mm PREMOULD JOINT FILTER
TOP AND SIDES OF WEEPING TILES COVERED WITH MIN. 150mmCRUSHED STONE OR GRANULAR MARERIAL WITH NO MORE THAN 10% PASSING A 4mm SIEVE
6mm POLYETHYLENE
PERFORATED PLASTIC DRAINAGE PIPE MIN. DIA 100mm HOLES FACING DOWN TO DRAIN TO SEWER,DRAINAGE DITCH OR DRYWALL PIPE PLACED BELOW FLOOR SLAB O.B.C. 9.14.3.2
125mm (Min.)of CLEAR STONE
144
6
50mm RIGID INSULATION UNDISTURBED SOIL 50 25 75
TOP OF BASEMENT CONCRETE SLAB
25mm SAND BED 75mm CONCRETE REINFORCED SLAB
1 A-1
490
Section through wall: detailed drawing 29
WALL SCALE
30