1
2
3
4
5
6 6B
FOUNDATION WALL: 406mm, 20 MPA POURED CONCRETE FOUNDATION WALL W/ DAMP PROOFING
7
BRICK VENEER WALL: 76.2mm BRICK FINISH 25mm AIR SPACE AIR BARRIER 25mm RIGID INSULATION (R5) 9.5mm EXTERIOR SHEATHING R22 MIN. BATT INSULATION 38mmX140mm WOOD STUD 6 MIL VAPOR BARRIER 12.7mm GYPSUM BOARD
7B
7C
STUCCO WALL: FINISH COAT BASE COAT FIBER GLASS MESH 25mm RIGID INSULATION (R5) 25mm AIR SPACE AIR BARRIER 12.7mm MIN. EXT. SHEATHING R22 MIN. BATT INSULATION 38mm x 140mm WOOD STUD 6 MIL VAPOR BARRIER 12.7mm GYPSUMBOARD
7D
METAL SIDING WALL: 22mm METAL SIDING 25mm AIR SPACE 12.7mm SUBGIRT 25mm RIGID INSULATION (R5) AIR BARRIER 9.5mm EXTERIOR SHEATHING R22 MIN. BATT INSULATION 38mm x 140mm WOOD STUD 6 MIL VAPOR BARRIER 12.7mm DRY WALL
INTERIOR NON LOAD-BEARING PARTITION WALL: 12.7mm GYPSUM BOARD 38mm x 89mm WOOD STUD 12.7mm GYPSUM BOARD INTERIOR NON LOAD-BEARING WALL 2-HR FRR: 25mm DOUBLE LAYER OF 12.7mm TYPE 'X' GYPSUM BOARD 38mm x 89mm WOOD STUD 25mm DOUBLE LAYER OF 12.7mm TYPE 'X' GYPSUM BOARD
8
9A
BRICK PARAPET WALL 406.4mm ABOVE ROOF SHEATHING 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE AIR BARRIER 12.7mm EXTERIOR SHEATHING 38mmX140mm WOOD STUD METAL CAP FLASHING
9B
CONCRETE BLOCK WALL W/ BRICK FINISH: 76.2mm BRICK FINISH 25 AIR SPACE AIR BARRIER 203mm CONC. BLOCK
INTERIOR NON LOAD-BEARING WALL 1-HR FRR: 12.7mm TYPE 'X' GYPSUM BOARD 38mm x 89mm WOOD STUD 12.7mm TYPE 'X' GYPSUM BOARD
CURTAIN WALL: 60mm SAFTI SUPERLITE II XL-90 GLAZING AND 150mm GPX STEEL FRAMING SYSTEM, AS PER MANUFACTURER'S SPEC
CONCRETE BLOCK W/ PLASTER FINISH: 20mm CEMENT-SAND PLASTER ON METAL LATH 203 mm CONC. BLOCK CONCRETE BLOCK WALL: 203mm CONC. BLOCK
INTERIOR LOAD-BEARING WALL 1-HR FRR: 12.7mm TYPE 'X' GYPSUM BOARD 38mm x 89mm WOOD STUD @ 406.4mm O.C. W/ OPTIONAL INSULATION FOR ADDED SOUND PROOFING 12.7mm TYPE 'X' GYPSUM BOARD
SPECIFICATION SHEET SCALE :
F2 F3
R
C
BASEMENT FLOOR: 203mm REINFORCED CONCRETE W/ MMA DECK COATING MASTIC JOINTS TO BE INSTALLED AT SLABS SEAMS AND AROUND COLUMNS GROUND FLOOR: 203mm REINFORCED CONCRETE SECOND AND THIRD FLOOR: 16mm PLYWOOD SUBFLOOR 302mm TJI S33 @ 305mm O.C. W/ D.A.C. AS PER MANUFACTUER'S SPECS 16mm GYPSUM CEILING ROOF GRAVEL FINISH ON 3 PLY FELT ROOFING 12.7mm PLYWOOD SHEATHIN6 ON 38x38 PURLINS @ 400 O.C. PERPENDICULAR TO ROOF JOISTS 302mm TJI S33 @ 305mm O.C. W/ D.A.C. AS PER MANUFACTUER'S SPECS RSI 5.46 BATT INSULATION BTWN STUDS, 25 MM BELOW TOP OF ROOF JOIST 19mm GYPSUM CEILING GARBAGE CHUTE STAINLESS STEEL 600mm rad. CHUTE 1.5m x 1.5m x 2.4m MIN. ROOM REQ. 600mm INTAKE HOPPERS INSTALLED ON EACH FLOOR CENTRAL CHUTE SYSTEM INSTALLED TO BEAMS OR FLOOR FRAMING AS PER MANUFACTURER SPECS
ASSIGNMENT : DALFAA, HARTLEY, MARCOS, SAM
ARCH 2004 - T109
STUDIO CLASS :
BEAM/LINTEL SCHEDULE B1 - W310 X 39 (18M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B2 - W310 X 39 (15M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B3 - W310 X 39 (11M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B4 - W250 X 39 (6M) B5 - W310 X 39 (12M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B6 - W310 X 39 (8M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B7 - W310 X 39 (7M), STEEL BEAM SIZING TO BE CONFIRMED BY STRUCTURAL ENGINEER B8 - W250 X 39 (5M) B9 - W200 X 21 (3.6M) B10 - W200 X 31 (4.9M) L1 - L89 X L89 X L6.4 STEEL L2 - L152 X L102 X L13 STEEL L3 - L102 X L89 X L6.4 STEEL L4 - 3-38 X 184 SPF L5 - L102 X L89 L L6.4 STEEL LINTEL OR METAL LINTEL USED W/ CURTAIN WALL FRAMING SYSTEM AS PER MANUFACTURER'S SPEC L6 - 5-38 X 235 SPF L7 - W200 X 36 STEEL DOOR SCHEDULE D1 - 810mm SOLID CORE WOOD DOOR D2 - 1250mm DOUBLE SWING DOOR D3 - 760mm GLASS BALCONY DOOR D4 - 4092mm x 2953mm INDUSTRIAL ALUMINUM GARAGE DOOR D5 - 900mm GLASS STOREFRONT DOOR W/ ALUM. FRAME AS PER MANUFACTURER SPEC D6 - 900mm GLASS STOREFRONT DOOR, ALUM. FRAME W/ 900 x 1221mm WINDOW ABOVE AS PER CURTAIN WALL SYSTEM MANUFACTURER SPEC D7 - STEEL FRAME 810 mm UTILITY DOOR SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE : NTS
F1
STUCCO PARAPET WALL 406.4mm ABOVE ROOF SHEATHING STUCCO THREE LAYER CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE AIR BARRIER 12.7mm EXTERIOR SHEATHING 38mmX140mm WOOD STUD METAL CAP FLASHING
DRAWN BY :
SHEET TITLE :
10
RAMP WALL 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE 304.8mm POURED 20 MPa CONCRETE W/ DAMP PROOFING
NOVEMBER 8, 2019
2 OF 33
A1.1
REAR SETBACK 7500.0
BACK LANE
SIDE SETBACK: 0m (abuts a street)
15963.7 LOADING TRUCK BAY CAFE PATIO (OPTIONAL)
EXISTING BUILDING ON LOT 1360
PICKUP & DROPOFF AREA
26052.0
28979.0
RAMP TO PARKING BELOW
COVERED TRUCK DRIVE-IN
OPEN BREEZEWAY
COVERED AREA
3-STOREY MULTI-USE BUILDING
5500.0
CAFE PATIO (OPTIONAL)
6000.0
5938.5
5012.6
SIDE SETBACK
7797.1
COVERED ARCADE
FRONT SETBACK: 0m (abuts a street)
COVERED ARCADE
LANDSDOWNE AVE.
SITE PLAN LEGEND PROPOSED BUILDING STOREYS ABOVE FOOTPRINT MAIN ENTRANCE
STOREFRONT ENTRANCE 122.0
SERVICE ENTRANCE SERVICE VEHICLE ENTRANCE PROPERTY LINE LIGHT STANDARD FIRE HYDRANT ELECTRIC POLE TRANSMITTER TRAFFIC LIGHT ROAD CATCH BASIN AREA FOR POTENTIAL PATIO SPACE ELEVATION GRADE
72781.0 SIDEWALK 84808.0
BLOOR ST. W
1 A1.2
SITE PLAN & PROJECT STATISTICS SCALE: 1:300
DRAWN BY :
SHEET TITLE : SITE PLAN & PROJECT STATISTICS SCALE :
ASSIGNMENT : HARTLEY ROGERS
1:300
ARCH 2004 - T109
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE :
STUDIO CLASS :
NOVEMBER 8, 2019
3 OF 33
A1.2
1 A3.1
1
2
3
4
5
6
7
8
9
10
11
12
14
13
15
84783.7
6036.0
6036.0
6036.0
7001.5
6036.0
8254.7
6036.0
6036.0
2
6036.0
6036.0
2
6036.0
9853.3
2
6036.0
6036.0
8254.7
1 A5.2
2
2 HOURS FIRE SEPARATION
3
6036.0
6036.0
3
6036.0
6036.0
3
6036.0
6036.0
2
6036.0
6036.0
2
6036.0
9853.3
2
1 HOUR FIRE SEPARATION
5236.7
2
2
A
D1
748.4
7 D1
D1 7
7
7
D1
D1
D1
D1
D1
D1 7
5
1500.0
D3 4 7 UNIT 113
UNIT 112
UNIT 111
7
3
UNIT 110
8
UNIT 117
7
3
D3
2
F
BALCONY
7
D3
2
7C
BALCONY
7
2
D3
7C
BALCONY
7
2
D3
7C
BALCONY
7
2
7C
BALCONY
UNIT 109
4
D3
2
7C
BALCONY
7C
4
BALCONY
D3
7C
BALCONY
7
D3
2
7C
BALCONY
7
D3
2
3
2
7828.3
UNIT 114
10255.6
UNIT 115
1601.6
1 A5.1
UNIT 116
7795.0
7
D3
6000.0
8777.8
5775.0
1732.9
2598.1
3089.7
3
D1
D3
7
12829.9
BALCONY
D1 7
1 A3.2
D1 UNIT 108
7
8
7
D1
1732.9
D1
8916.6 ELEVATOR 3 MACHINE ROOM
CORRIDOR
7
STAIR #2
UP 16 R
7C
27282.6
7C
BALCONY
7 D1
D1
7
6 ELEVATOR 3
7
3310.2
D1
7
D3 5
5
7
1761.0
7
28878.2
6036.0
5
10465.0 6
4100.0
ELEVATOR 1
4525.8
1900.0
ELEVATOR 2
1510.2
7636.4
5
UNIT 107
2916.4
D1
D1
1752.4
2598.1
10923.1
10404.5 6036.0
6
6
C
D1 D1 12072.1
UNIT 106
7877.4
7
UNIT 105
3024.7
5
GARBAGE CHUTE
UNIT 104
BALCONY
STAIR #1
D1
6
UP 16 R
UNIT 103
2396.0
5
D1
3 7795.0
3011.3
5
1752.4
BALCONY
7636.4
12072.0
D1
7C
UNIT 118
7828.3
5001.6
7
4500.0 1500.0
7
10900.0 6036.0
2419
1962.8
7
4037.2
7877.4
4097.0
3
6000.0
1900.0
7
13541.3
1752.4
UNIT 102
E 5775.0
7
2690.7
8765.6
D3
28878.2
1 A4.0
D
7
LAUNDRY
UNIT 101
2689.8
1720.2
C
Cx
7
10506.1
UNIT 100
7 1 A3.3
7
10920.1
4500.0 1500.0
Bx
BALCONY
1500.0
B
12728.3
1 A4.1
5004.6
7
2 6835.3
6030.0
8258.1
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
5945.9
6036.0
6036.0
18312.3
6036.0
6036.0
5921.8
6036.0
6036.0
9846.9
6036.0
5350.2
6036.0
6042.0
84783.7
1 A5.3
1 A2.2
ASSIGNMENT : HARTLEY ROGERS
ARCH 2004 - T109
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE : 1:150
1 A4.3
SCALE: 1:150
SECOND FLOOR PLAN SCALE :
1 A5.0
SECOND FLOOR PLAN
DRAWN BY :
SHEET TITLE :
1 A4.2
NOVEMBER 8, 2019
6 OF 33
A2.2
E
F
Cx
D
Bx
C
A
B
TOP OF ROOF
TOP OF ROOF 3
3 D3
3606.8
3 D3
D3
FINISHED 3RD FLOOR
FINISHED 3RD FLOOR 3
D3
3
D3
3200.4
3
3200.4
12474.8
TOP OF PARAPET
D3
FINISHED 2ND FLOOR
FINISHED 2ND FLOOR 8
2
8
TOP OF CONC. SLAB
2415 x 3353mm
4785 x 3353mm
D6
1 A3.2
DRAWN BY : EAST ELEVATION
SCALE :
4785 x 3353mm
D5
4566 x 3353mm
8
2
4540 x 3353mm
EAST ELEVATION SCALE: 1:150
HARTLEY ROGERS
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE : ARCH 2004 - T109
TOP OF CONC. SLAB
D6
ASSIGNMENT :
COURSE : 1:150
8
3657.6
8
3657.6
2
SHEET TITLE :
12474.8
TOP OF PARAPET
3606.8
406.4 1603.6
6 9B
406.4 1603.6
TOP OF STAIRCASE
TOP OF STAIRCASE
NOVEMBER 8, 2019
11 OF 33
A3.2
E
F
Cx
D
Bx
C
A
B
FINISHED 3RD FLOOR CEILING
2
R
7
UNIT 213
PUBLIC CORRIDOR
ELEVATOR 2 SHAFT WALL
UNIT 204
6
TOP OF PARAPET
3
D3 2% SLOPE
F3
3200.4 14189.1
FINISHED 3RD FLOOR 2
7
UNIT 112
PUBLIC CORRIDOR
ELEVATOR 2 SHAFT WALL
UNIT 102
6
3
2% SLOPE D3
F3
FINISHED 2ND FLOOR
FINISHED 2ND FLOOR ARCADE (COVERED SIDEWALK)
2
SHIPPING & RECEIVING
SWEET SWEET CAFE
TOP OF CONC. SLAB
COVERED TRUCK BAY
F2
D4
D2
D1
2 3657.6
3657.6
2
2546.2 203.2
14189.1
FINISHED 3RD FLOOR
TOP OF CONC. SLAB U/S OF CONC. SLAB
U/S OF CONC. SLAB PARKING TOP OF BASEMENT SLAB
FINISHED 3RD FLOOR CEILING
3200.4
3200.4
TOP OF PARAPET
2% ROOF SLOPE TO ROOF DRAIN 9B AS PER OBC 9.26.3.1
3200.4
2% ROOF SLOPE TO ROOF DRAIN AS PER OBC 9.26.3.1
9A
2010.0
TOP OF STAIRCASE
1
PARKING
PARKING 1
1
ELEVATOR 2 SHAFT WALL
6 PARKING D2
U/S OF FOOTINGS
1
F1
1
TOP OF BASEMENT SLAB
2546.2 203.2
2010.0
TOP OF STAIRCASE
U/S OF FOOTINGS ELEVATOR 1&2 MACHINE ROOM
1 A4.2
DRAWN BY :
SHEET TITLE : TRANSVERSAL BUILDING SECTION 1 SCALE :
SCALE: 1:150
ASSIGNMENT : HARTLEY ROGERS
ARCH 2004 - T109
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE : 1:150
TRANSVERSAL BUILDING SECTION 1
NOVEMBER 8, 2019
15 OF 33
A4.2
Bx
B
A GRAVEL FINISH ON 3 PLY FELT ROOFING 12.7mm PLYWOOD SHEATHIN6 ON 38x38 PURLINS @ 400 O.C. PERPENDICULAR TO ROOF JOISTS 302mm TJI S33 @ 305mm O.C. W/ D.A.C. AS PER MANUFACTUER'S SPECS RSI 5.46 BATT INSULATION BTWN STUDS, 25 MM BELOW TOP OF ROOF JOIST 19mm GYPSUM CEILING METAL PARAPET CAP TOP OF PARAPET
CANT
TOP OF ROOF FINISHED 3RD FLOOR CEILING
D3
BALCONY SUBFLOOR SLOPES 2% AWAY FROM BUILDING FOR DRAINAGE
16mm PLYWOOD SUBFLOOR 302mm TJI S33 @ 305mm O.C. W/ D.A.C. AS PER MANUFACTUER'S SPECS R22 MIN. BATT INSULATION BTWN JOISTS 16mm GYPSUM CEILING
UNIT 210
2 A6.5
3200.4
STUCCO WALL: 12.7mm GYPSUM BOARD 6 MIL VAPOR BARRIER 38mm x 140mm WOOD STUD W/ R22 MIN. BATT INSULATION 12.7mm EXTERIOR SHEATHING AIR BARRIER 25mm RIGID INSULATION (R5) 19 x 64mm FURRING STUCCO: FIBER MESH GLASS, BASE COAT, FINISH METAL FLASHING CAP BRICK
FINISHED 2ND FLOOR
RAMP WALL: 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE 304mm POURED CONCRETE 20 MPa
RAMP EXIT TO EXTERIOR
REUSE & RECYCLE
FINISHED 3RD FLOOR
3200.4
BALCONY
1 A6.5
3677.1
UNIT 203
RAILING & GUARDRAIL AS PER O.B.C. 3.1.1.17: MIN. 1070mm HIGH FROM FIN. FLOOR GAR-R8 TOP RAIL W/ PVC GLAZING CHANNEL 6mm TEMPERED GLASS W/ 12mm GAP BTWN PANES AND GAR-M4 CHANNEL W/ PVC GLAZING CHANNEL MAX. 4" ABOVE FIN. FLOOR STEEL POSTS @ 406mm O.C. BOLTED TO FRAMING MEMBER AT BOTTOM PLATE W/ 9.5mm MACHINE BOLT
374.5 406.4
2% ROOF SLOPE TO ROOF DRAINS AT LOWEST POINT
WEEPING HOLES @ 600mm O.C
TOP OF CONC. SLAB SLOPE 2%
GRADE
PARKADE
2574.1
POURED CONC. RAMP, SLOPE 1:12 AS PER OBC 3.8.3.2
RAMP
150.0
METAL FLASHING
406.4mm POURED CONC. 20 MPa FOUNDATION WALL W/ DAMP PROOFING
406.4mm CONTIN. CONC. STRIP FOOTING 40 MPa
TOP OF BASEMENT SLAB TOP OF FOOTING
203mm REINFORCED CONCRETE SLAB W/ MMA DECK COATING MASTIC JOINTS TO BE INSTALLED @ SLABS SEAMS AND AROUND COLUMNS SLAB RESTING ON 100mm COMPACTED SAND ON MIN. 305mm GRAVEL ON UNDISTURBED SOIL
1 A5.2
DRAWN BY :
SHEET TITLE : WALL SECTION 3 SCALE : 1:50
U/S OF FOOTINGS 102mm DIA. WEEPING TILE W/ CRUSHED STONE COVER ON UNDISTURBED SOIL
WALL SECTION 3 SCALE: 1:50
ASSIGNMENT : HARTLEY ROGERS
ARCH 2004 - T109
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE :
406.0 203.2
12mm EXPANSION JOINT
NOVEMBER 8, 2019
19 OF 33
A5.2
4
3
5
4
Cx 7B
3142.0
7B
RESIDENTIAL LOBBY
D
10
Bx
D2 2438.2
2390.6
8
8
8
RAMP WALL: INSULATED 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE 304.8mm POURED 20 MPA CONCRETE
D2
RESIDENTIAL LOBBY
D2
1415.3
ENTRANCE VESTIBULE
425.6
910.1
1298.7
D1
C
BALDY'S HAIR PLACE
1432.3
1210.0
1432.3
D2
8
724.8
2390.6
6B
ENTRANCE VESTIBULE
10465.6
1220.2
4049.7
HELP! HEALTH CLINIC
2730.3
1425.5
10
6B
25mm RIGID INSULATION (R5) E 12.7mm GYPSUM BOARD
EXTERIOR
2169.7
4541.5
2830.6
6
UP 16 R
STAIR #1
1960.0 6
1047.9
2
4379.6
2
2
D1
D1
306.9
1370.7
860.0
6B
203.7
2816.2
2
RESIDENTIAL LOBBY ENTRANCE CORRIDOR
810.0
4075.1
1221.4
Cx
1000.0
ARCADE/ COVERED SIDEWALK 7B
1 A6.4
PLAN DETAIL 5 - FIRST FLOOR WEST ENTRANCE SCALE: 1:50
DRAWN BY :
SHEET TITLE : PLAN DETAIL 5 & 6 SCALE :
ASSIGNMENT : HARTLEY ROGERS
ARCH 2004 - T109
PLAN DETAIL6- FIRST FLOOR SOUTH ENTRANCE SCALE: 1:50
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE : 1:50
1 A6.4
NOVEMBER 8, 2019
25 OF 33
A6.4
A
STUCCO WALL: 12.7mm GYPSUM BOARD 6 MIL VAPOR BARRIER 38mm x 140mm WOOD STUD W/ R22 MIN. BATT INSULATION 12.7mm EXTERIOR SHEATHING AIR BARRIER 25mm RIGID INSULATION (R5) 19 x 64mm FURRING STUCCO: FIBER MESH GLASS, BASE COAT, FINISH
A
RAMP WALL 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE 304.8mm POURED 20 MPa CONCRETE
FOUNDATION WALL: 406MM, 20 MPa POURED CONCRETE FOUNDATION WALL W/ CONTINUOUS DAMP PROOFING
16mm PLYWOOD SUBFLOOR 302mm TJI S33 @ 305mm O.C. W/ D.A.C. AS PER MANUFACTUER'S SPECS R22 MIN. BATT INSULATION BTWN JOISTS 16mm GYPSUM CEILING
VAPOUR BARRIER
POURED CONC. RAMP, SLOPE 1:12 AS PER OBC 3.8.3.2
WEEPING HOLES @ 600mm O.C
METAL FLASHING FINISHED 2ND FLOOR
150.0
METAL FLASHING
CAP BRICK
150.0
TOP OF CONC. SLAB
SLOPE 2%
1 A6.5
GRADE
RAMP WALL 76.2MM BRICK VENEER FASTENED W/ CORROSION RESISTANT 3.18mm DIA. SCREWS AS PER OBC 9.20.9.5(2) 25mm AIR SPACE 304.8mm POURED 20 MPa CONCRETE
2 A6.5
SCALE: 1:5
DRAWN BY : SECTION DETAIL 5 & 6
ASSIGNMENT : HARTLEY ROGERS
ARCH 2004 - T109
DETAIL #6 - SECOND FLOOR MEETS EXTERIOR WALL SCALE: 1:150
STUDIO CLASS :
SHEET NO :
DRAWING NO :
PROJECT 1: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE : 1:5
25mm RIGID INSULATION
DETAIL #5 - FOUNDATION MEETS ABOVE GRADE WALL
SHEET TITLE :
SCALE :
FLOOR HEADER JOIST
MIN. 150mm OVERLAP OF VAPOUR BARRIER W/ DAMP PROOFING
NOVEMBER 8, 2019
26 OF 33
A6.5
1 A3.1
1
2
4
3
5
7
6
8
9
10
11
12
14
13
15 DOOR LINTEL LOCATION
BEAM
84783.7
B4
B8
2
2
B4
2
L6 B10
B4
L6 B10 302mm TJI S33 @ 305mm O.C.
B10 4900.0
L6
302mm TJI S31 @ 610mm O.C.
L6
6036.0
TYP.
302mm TJI S33 @ 305mm O.C.
B4
B8
B8
B8
B8
3
4500.0
4500.0
3
6
5
L1
7
7
7
5
7
7
6
5
6
6
6
5
L1 7C
7
L1
L1
L1
L1
7 B9
B9
B9
7
B9
3 L1
L1
5
5
L1
L1
L1
L1
7
7
B9
B9
B9
6
L1
7 B9
L1 B9
B9
3 L1
L1
7
7
7
B4
L1
7
7
7
B8
7C
7 5
5
L1
L1
B8
7
8
B8
L4
B8
6000.0
7
B8
7 302mm TJI S33 @ 305mm O.C.
7C
7
1 A3.2
B8
L1 7
L4
B8
L1
L1
7 B9
6
L1
B8
L4
6
7
7
7
7
4
7
4
7
7
7
7C
B4
E B4
B4
5775.0
302mm TJI S33 @ 305mm O.C.
TYP.
B4 302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
B4
8 302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
302mm TJI S33 @ 305mm O.C.
B4 TYP.
302mm TJI S33 @ 305mm O.C.
4 L4
L3
L3
L3
L3
L3
L3
L3
L3
L4 2
3
2
L7
F
B4
2
7C
B4
2
7C
B4
2
7C
B4
2
7C
B4
2
7C
B4
7C
2
B4
2
7C
B4
2
3
L7
2
6036.0
6036.0
5775.0
D
7
5
7
L1
5
B8
L1 1900.0
Cx
4100.0
28878.2
B8
5
7
4100.0
C
1 A3.3
7
5
6000.0
7
1900.0
L4
28878.2
1500.0
Bx
B8
2
L6
6036.0
1500.0
B4
B
2
6036.0
4900.0
302mm TJI S33 @ 305mm O.C.
6036.0
302mm TJI S31 @ 610mm O.C.
3 L6
L6
302mm TJI S33 @ 305mm O.C.
6036.0
4900.0
302mm TJI S33 @ 305mm O.C.
6036.0
3
L6
302mm TJI S31 @ 610mm O.C.
4900.0
302mm TJI S33 @ 305mm O.C.
TYP.
302mm TJI S31 @ 610mm O.C.
B10 4900.0
B10
6036.0
3
2
L6
4900.0
A
2
L6
6036.0
302mm TJI S31 @ 610mm O.C.
2
L6
6036.0
4900.0
2
6036.0
302mm TJI S31 @ 610mm O.C.
6036.0
4900.0
6036.0
302mm TJI S31 @ 610mm O.C.
6036.0
4900.0
6036.0
2
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
6036.0
84783.7
1 A3.0
1 S1.2
THIRD FLOOR FRAMING PLAN SCALE: 1:150
DRAWN BY :
SHEET TITLE : THIRD FLOOR FRAMING PLAN SCALE :
ASSIGNMENT : DALFAA, HARTLEY, MARCOS, SAM
1:150
ARCH 2004 - T109
SHEET NO :
DRAWING NO :
PROJECT 2: MULTI-USE BUILDING TUESDAY 8 - 11 AM
DATE :
COURSE :
STUDIO CLASS :
NOVEMBER 8, 2019
31 OF 33
S1.2