the artist live + work lofts 1056 queen street west...
TRANSCRIPT
THE ARTIST LIVE + WORK LOFTS
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N
N
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N
N
2
A
B
E
3
A1
7050 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 1500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
5TH FLOOR PLAN
YUE LIN
12/12/2016
011:100
A106
1
A106
5TH FLOOR PLAN
1:100
2
A
B
E
3
A1
7050 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 1500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
6TH FLOOR PLAN
YUE LIN
12/12/2016
011:100
A107
1
A107
6TH FLOOR PLAN
1:100
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
P1F2300 POURED CONC.WALL TYP. U/N.
300 POURED CONC.WALL TYP. U/N.
300 POURED CONC.WALL TYP. U/N.
300 POURED CONC.WALL TYP. U/N.
300 POURED CONC.WALL TYP. U/N.
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
200mm CHECK INFOUNDATION W/ 80mmDEEP DEPRESSION
300 POURED CONC.WALL TYP. U/N.
Pier/ Column Schedule
P1 600 x 600P2 400 x 400
Notes1. All wall reinforcement to becontinuous through columns(Typical)2. ALL COLUMNS ARE 200 x 200 x4300mm3. Base Plates 400x500x25 WITH +4-25mm Threaded Bar 500mm longEpoxy Grouted into Pier
Footing ScheduleF1 Strip Footing 900mm wide, 300mm deep Below all foundation walls.
F2 Pad Footing - Columns 2500mm x 2500mm, 600mm deep Below interior columns supporting three (3) storeys andabove.
F3 Pad Footing - Columns 1900mm x 1900mm, 400mm deep Below interior columns supporting two (2) storeys.F4 Pad Footing - Columns 1700mm x 1700mm, 350mm deep Below interior columns supporting one (1) storeys.F5 Pad Footing - Columns 1750mm x 1750mm, 350mm deep Below typical columns around the perimeter.F6 Pad Footing - Columns 1500mm x 1500mm, 350mm deep Below typical columns around the perimeter that support onlyone (1) storey.None Required Piers
Design as follows, to integrate with ground floor concrete structure
550mm x 550mm
Typical for all columns.None Required Foundation Wall 400mm thickness Under all perimeter walls.
P1F2P1F2
P1F2
P1F2P1F2
P1F2P1F2
P1F2
P1F2P1F2
P1
P1F2
A
B
E
A1
5000 2244
9000
9000
9000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500 2700
C2
9000 9000 9000
2 3
3x
C1
C
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
1ST STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S101
1
S101
1ST FLOOR STRUCTURE PLAN
1:100
2
A
B
E
3
A1
5000 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
2ND STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S102
1
S102
2ND FLOOR STRUCTURE PLAN
1:100
2
A
B
E
3
A1
5000 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
3RD STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S103
1
S103
3RD FLOOR STRUCTURE PLAN
1:100
2
A
B
E
3
A1
5000 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
4TH STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S104
1
S104
4TH FLOOR STRUCTURE PLAN
1:100
2
A
B
E
3
A1
5000 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
5TH STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S105
1
S105
5TH FLOOR STRUCTURE PLAN
1:100
2
A
B
E
3
A1
5000 2244
9000
9000
9000
5000
4000
1y3y
1x4x
3000
1
2500
4
3000
D
5000 3500
3x
2700
C1
C
C2
5958
2868
3175
1500
4500
9000 9000 9000
2y2x
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N
N
Artist Live+Work Loft
6TH STRUCTURE PLAN
YUE LIN
12/12/2016
011:100
S106
1
S106
6TH FLOOR STRUCTURE PLAN
1:100
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N
N
A1
4500
2440
310
320
ASPHALT ROOF SHINGLE
AIR/MOISTURE BARRIER
2X50 RIGID INSULATION
6 MIL VAPOUR BARRIER
38X0.76 THICK STEEL DECKING W/
100 POURED CONC.
STEEL BEAM
285 PLENUM SPACE (UNDERSIDE OF
BEAM)
16 DRYWALL CEILING
12.5 FINISH FLOOR
38X0.76 THICK STEEL DECKING W/
100 POURED CONC.
STEEL BEAM
285 PLENUM SPACE (UNDERSIDE OF BEAM)
16 DRYWALL CEILING
12.5 FINISH FLOOR
250 POURED CONC.
REINFORCED SUSPENDED SLAB W/
225X450 EDGE BEAM
500 PLENUM SPACE
12.5 FINISH FLOOR
150 POURED CONC. SLAB
25 DRAINAGE MAT
400 POURED CONC. WALL
50 PEIFS MEMBRANE
50 RIDGE INSULATION AIR BARRIER
AIR BARRIER
12.5 SHEATHING
150 COLD FORMED STEEL STUDS W/
BATT INSULATION
6MIL VAPOUR BARRIER
13 GYPSUM WALL BOARD
50 PRECAST CONCRETE PANEL
45 AIR SPACE
50 RIDGE INSULATION
12.5 SHEATHING
6MIL AIR BARRIER
150 COLD FORMED STEEL STUDS W/
BATT INSULATION
6MIL VAPOUR BARRIER
13 GYPSUM WALL BOARD
TYP. 150X150 HSS
TYP. BRACKETS PINNED TO
STEEL STRUCTURE SUPPORTING
CONC. PANEL
METAL ROOF CAP FLASHING
TYP. FLASHING W/
SEALANT WHERE
APPLICABLE
100X100 CANT STRIP
STEEL ANGLE
STEEL ANGLE
W460X52 STEEL BEAM
TYP. 2 LAYERS OF 13 GWB FOR
2 HR SEPARATION
2% DRAINING SLOP
EXPANSION JOINT
WEEPER TILE
T.O.S GRND
T.O.S 2ND
T.O.S 3RD
T.O.S. ROOF
TY
PIC
AL
F
LO
OR
R
EP
EA
TE
D F
OR
F
LO
OR
S 3-5
T.O.S P3 PARKING
FLOOR FINISH:
CARPET TILE
RESIDENTIAL UNIT
FLOOR FINISH:
CARPET TILE
FLOOR FINISH:
CONCRETE
UNDERGROUND PARKING
WOOD BLOCKING
EARTH
0.0
-9000
4500
7500
16500
2440
285
285
RESIDENTIAL UNITRESIDENTIAL UNIT
6% RAMP SLOPE
Checked By:
· Drawings are meant to be read, and not scaled
· Dimensions to be verified on site
· Contractors must check and verify all dimensions
and report discrepancies to the Project Manager
before commencing with work
· All drawings remain the property of R.V.
Partnership and shall not be reproduced or reused
without written consent.
Construction North True North
General Notes:
Issues/RevisionsNo.
Project Name:
Seal:
Sheet Name:
Consultant(s):
Drawn By:
Drawing No.:
Date
Issued Date:
Revision: Scale:
N N
Artist Live+Work Loft
WALL SECTION C
YUE LIN
12/12/2016
011:20
S203
1
S203
WALL SECTION C
1:20