VERSAN STEEL
Transcript of VERSAN STEEL
2ND FLOOR FRAMING PLAN- PART11:125
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3-19.05 φASTM F3125 Gr A325N
4-20.00 φASTM F3125 Gr A325N
6-19.05 φASTM F3125 Gr A325N
3-19.05 φASTM F3125 Gr A325N
3-19.05 φASTM F3125 Gr A325N
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PART1
Gx
2ND FLOOR FRAMING PLAN- PART21:125
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2-19.05 φASTM F3125 Gr A325N
2-19.05 φASTM F3125 Gr A325N
2-19.05 φASTM F3125 Gr A325N
2-19.05 φASTM F3125 Gr A325N
2-19.05 φASTM F3125 Gr A325N
2-19.05 φASTM F3125 Gr A325N 2-19.05 φASTM F3125 Gr A325N2-19.05 φASTM F3125 Gr A325N
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PART 2
ROOF FRAMING PLAN- PART11:125
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7315
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9754
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1638
2149
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:125
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
PLAN AT EL. +10579.00-PART 01
ROOF FRAMING PLAN- PART21:125
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6985
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9754
9754975497549754
2291019814061721510351915101291296244384882
7131
3044
304430444002757
3044
2808
537838
3044 930
3044 791 2238
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:125
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
PLAN AT EL. +10579.00-PART 02
3D VIEW 2ND FLOOR FRAMING
35d
M1c
X4
38
L2b
37e
39z
35b
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35
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34
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39x
40x
F
A2
H1bH1a
K1a
Gx
40v40y
39d39e
L2w
Tekl
a St
ruct
ures
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:175
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
3D AT SECOND FLOOR LEVEL +5500.00
w643 W310X74
w417(?) HSS152.4X152.4X6.4
HSS2 HSS177.8X127X6.4
B11 W200X46.1
w428(?) HSS152.4X152.4X7.9
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w53 W310X79
w723 C130X13
w669 W150X24
B706 W200X46.1
HSS3 HSS177.8X127X6.4
w676 W200X46.1
B729 W200X46.1
w651 W150X24
B722 W200X46.1
w417(?) HSS152.4X152.4X6.4
w722(?) C130X13
B698 W200X46.1
w8 HSS152.4X152.4X6.4
w656 W310X79
w660 W150X24
w36 W310X74
w656 W310X79
w427 HSS152.4X152.4X7.9
w730 HSS152.4X152.4X6.4
w417(?) HSS152.4X152.4X6.4
w689 W200X46.1
w683 W200X46.1
w681 W200X46.1
w644 W310X74
w653 W310X79
w661 W150X24
w417(?) HSS152.4X152.4X6.4
w677 W150X24
w733 HSS152.4X152.4X6.4
w672 W150X24
w691W460X113
HSS9 HSS152.4X152.4X6.4
w656W310X79
w428(?) HSS152.4X152.4X7.9
w649 W310X79
B693 W200X46.1
w708 C130X13
B48W200X46.1
w655 W310X79
w41 C130X13
Concrete4 HSS177.8X127X6.4
w665 W150X24
w52 W310X79
HSS10 HSS152.4X152.4X6.4
w6 W150X24w642 W310X74
w428(?) HSS152.4X152.4X7.9
w428(?) HSS152.4X152.4X7.9
w417(?) HSS152.4X152.4X6.4
w417(?) HSS152.4X152.4X6.4
w428(?) HSS152.4X152.4X7.9
B694 W200X46.1
w707 C130X13
w662 W150X24
w667 W150X24
w56 W150X24
HSS13 HSS152.4X152.4X6.4
HSS14 HSS152.4X152.4X6.4
HSS12 HSS152.4X152.4X6.4
w33 W150X24
w670 W150X24
w687 W200X46.1
w663 W150X24
w427 HSS152.4X152.4X7.9
w671 W150X24
w729 HSS152.4X152.4X6.4
Concrete28 HSS152.4X152.4X6.4
w1 HSS152.4X152.4X6.4
w656 W310X79
w641 W310X74
w659 W150X24
w8 HSS152.4X152.4X6.4
w34 HSS152.4X152.4X6.4
w646 W310X74
HSS5 HSS177.8X127X6.4
Concrete2 HSS177.8X127X6.4
w653 W310X79
w664(?) W150X24Concrete5(?) HSS177.8X127X6.4
w5(?) W310X74
w690 W460X113
w668(?) W150X24
HSS7 HSS177.8X127X6.4
w645 W310X74
HSS6 HSS152.4X152.4X6.4
w50W460X113
w658 W150X24
w657W310X79
HSS11 HSS152.4X152.4X6.4
3D VIEW ROOF FRAMING
K1b
39a
H1a
37e
D1
39y
37a
39d
G1b
34
M1bM1cL2b
37f37c
39z
36a
F
40y
M1d
Gx
35
L2
35c
35d
39b
38a
36
41
37
38
39
40
36b35b
37d
39c
39x
35b35a
34x
40b40x
M3
K1
H2
G
B2
A1
A2
X4
G1a
H1b
K1a
X6A2x
Mx
M1a
M1
40v40z
39e
L2wL2y
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:175
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
3D AT SECONF FLOOR LEVEL +12679.00
Tekl
a St
ruct
ures
B27 W310X52
B15(?) W310X52
B18 W310X52
B27 W310X52
B18 W310X52
B18(?) W310X52
B13(?) W310X52
B14(?) W310X52
B5 W310X52
W310X52
B13(?) W310X52
B21(?) W310X52
B22(?) W310X52
B29(?) W310X52
B18 W310X52
B29(?) W310X52
B21(?) W310X52
B18(?) W310X52
FS19
254X
6568
4
B18(?) W310X52
B15(?) W310X52
B17(?) W310X52
B20(?) W310X52
B8 W310X52W310X52
B23(?) W310X52B19 W310X52
B20 W310X52
B30 W310X52
B28(?) W310X52
B16 W310X52
B24(?) W310X52B26(?) W310X52
B26(?) W310X52
DETAILScale: 1:5
AD.01
SECTIONScale:1:5
BD.01
K1
+10579.00+10617.00
DETAILScale: 1:5
AD.01
LAYOUT S 041:50
3837d
L2
K1
37f37e
+10617.00
SECTIONScale:1:5
AD.01
+10579.00
Tekl
a St
ruct
ures
W310X52
L102X76X9.5
L102X76X9.5L102X76X9.5
3-BOLTS φ& (22.64x38.64) SLOTS
3-BOLTS φ& (22.64x38.64) SLOTS
EX. BEAM
W310X52
L102X76X9.5
38 3-BOLTS φ& (22.64x38.64) SLOTS
L102X76X9.5EX. BEAM
W310X52
4222
8
7676
38
1313
L102X76X9.5
L102X76X9.5
13
EX. BEAM
NEW W310X52
3-BOLTS φ& (22.64x38.64) SLOTS
(1) 19.05 A325N
EX. COLUMN
W31
0X52
AD.01
AD.01
EX. BEAM
(1) 19.05 A325N
BD.01
AD.01
W410X53
W31
0X52
W31
0X52
EX. BEAM
EX. COLUMN
C130X10.4
(1) 19.05 A325N
C130X10.4
C13
0X10
.4
C13
0X10
.4
(1) 19.05 A325N
(1) 19.05 A325N
(1) 19.05 A325N
(1) 19.05 A325N
(1) 19.05 A325N(1) 19.05 A325N
(1) 19.05 A325N
C130X10.4C130X10.4
C130X10.4
L51X
51X3
.2L5
1X51
X3.2
C130X10.4
C13
0X10
.4
L51X
51X3
.2
L102X76X9.5
3-BOLTS φ& (22.64x38.64) SLOTS
W310X52EX. BEAM
4222
8
3876
7638
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:5
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
PARTIAL 2ND FLOOR FRAMING PLAN1:30
35
A2x
X6
A2
35a 35d35b
36
SECTIONScale:1:30
CD.02
3635b 35d35a
+5055.00+5334.00
+8484.00
+10579.00+10617.00
35b
DETAILScale: 1:16
AD.02
DETAILScale: 1:16
BD.02
DETAILScale: 1:16
CD.02
35b
A2
SECTIONScale:1:16
DD.02
X6 A2x
+10579.00
+10617.00
Tekl
a St
ruct
ures
M0(?) PL12X127
M0(?) PL12X305
EX.54(?)
HSS152.4
X152.4
X6.4
EX.54(?)
HSS152.4
X152.4
X6.4 EX.54(?)
HSS152.4
X152.4
X6.4
4305
B51 W150X24
M0(?) PL12X127
CD.02
AD.02
1003 4039 406
25
DD.02
CD.02
BD.02
57
33041154305
89
PL20X305 X 178.0C/W 2-20 mm Dia. HOLES
2-16.00 φ & HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
HSS152.4
X152.4
X6.4
EX. WALL
34/ _WASHER34/ _HEAVY_HEX_NUT
11489
25
2 THROUGH BOLTS 20.64Ø φ
L127X89X9.5
EX. BEAM
102
HSS152.4X152.4X6.4
MIN EMBED 152 mm
6
25
2- L127X89X9.5C/W 2-SLOTTED HOLES 20X32 mm VERTICAL
6
EX. BEAM W610X101
HSS152.4X152.4X6.4
2 - THROUGH BOLTS φ 20.64Ø
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:16
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH011:75
38 39 40 41
A2
X4
X6
A1
B2
2ND FLOORR FRAMING PLAN- PART1
A1
B2
393837
SECTIONScale:1:10
BPH01
SECTIONScale: 1:10
APH01
X6
+5055.00
+5334.00
DETAILScale: 1:16
APH01
DETAILScale: 1:16
BPH01
DETAILScale: 1:10
CPH01
Tekl
a St
ruct
ures
M106(?) PL12X305
M126(?) PL12X305B724(?) C130X13
2743
CC1(?) 559X562
B0(?) HSS152.4X152.4X6.4
B61
W31
0X79
2819
B58(?) HSS177.8X127X6.4
2054 2094 3719
B0(?) W150X24
B946 HSS177.8X127X6.4
B0(?) C130X13
M91(?) PL12X153
B943 HSS177.8X127X6.4
B742 W150X24
B65
W31
0X79
B63 HSS177.8X127X6.4
B33 HSS177.8X127X6.4
B9 W310X79
B730
W31
0X79
B742 HSS152.4X152.4X6.4
B745
W31
0X79
B64
W31
0X79
B942 W310X74
B739
W31
0X79
1859
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B733
W31
0X79
B733
W31
0X79
B719
(?)
W15
0X24
APH01
BPH01
CPH01
M0(?) L102X102X9.5A
PH01
BPH01
FS7 127X3251
CC1(?) 532X550
B10 W310X74
M81(?) PL12X305
B3 HSS177.8X127X6.4
B945 HSS177.8X127X6.4
B944 HSS177.8X127X6.4
914
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M0(?) PL8X51
M0(?) L102X102X9.5 M0(?) L102X102X9.5
2316185917272018
3277
FS7 127X3251
M82(?) PL12X305
FS7 127X3251
CC1(?) 528X542
FS7 127X3251
FS7 127X3251
FS7 127X3251
CC1(?) 528X550
FS7 127X3251
M86(?) PL12X305
B697 W150X24
CC1(?) 547X570CC1(?) 532X565
CC1(?) 547X550
M82(?) PL12X305
M81(?) PL12X305
M83(?) PL12X305
B696 W310X79
B696
W31
0X79
B696 W310X79
B696
W31
0X79
B720 W150X24
B7 HSS152.4X152.4X6.4
B675 HSS152.4X152.4X6.4
B32 W310X74B681 W310X74
M81(?) PL12X305
B728
W31
0X74
305
PL12X305 305.0C/W 2-20 mm Dia. HOLES
3-BOLTS 19.05 mm φ& (23.05x37.05) SLOTS
4-20.00 HOLES φ &16mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
229
W310X79
38
L102X76X9.5 252 mm LG. C/W6 50@150
25 mm GROUTING MAX
25
38
3822938
66
25 mm GROUTING MAX.76
4-20 φ HOLES& 4-16 mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
127
82
W310X74
PL12X305 330.0 C/W 2- SLOTED HOLES 20X38 mm
25 mm DROP25
153
254
4-20.00 φ HOLES& 4-16 mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
3-BOLTS 19.05 mm φ& (23.05x37.05) SLOTS
24W
310X
79
L102X76X9.5 252 mm LG. C/W
W31
0X79
6-BOLTS 19.05 mm φ& (20.64x25.64) SLOTS
W310X79
6-BOLTS 19.05 mm φ& (20.64x25.64) SLOTS
L102X102X9.5 228 mm LG. C/W
14
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:10
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH01
PH01
2ND FLOOR FRAMING PLAN- PH021:50
39 40 41
40b
40x
F
D1
SECTIONScale: 1:10
APH03
D1
+5055.00
+5334.00
SECTIONScale: 1:10
BPH03
39
+5055.00
+5334.00
SECTIONScale: 1:50
CPH03
+5334.00
39 40
+5055.00
Tekl
a St
ruct
ures
1930
B750 W150X24
BPH03
B753 W150X24B735 C130X13 B753 HSS152.4X152.4X6.4
B36 C130X13 B37 C130X13
B735 HSS152.4X152.4X6.4
B735
C13
0X13
B750 HSS152.4X152.4X6.4
B735 W150X24B735 HSS152.4X152.4X6.4
B735 W150X24
B11
W20
0X46
.1
B729
W20
0X46
.1
APH03
BPH03
APH03
BPH03
APH03
BPH03
APH03
CPH03
CPH03
WV1
820
3X99
06
9754
9754975497
54
1815
36741726
2003
50
4-20.00 HOLES φ &16mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
2-19.05 φ BOLTS& (23.05x41.05) SLOTS
PL12X305
W150X24
127 mm DROP
50mm MAX GROUTHSS152.4X152.4X6.4
PL12X305
4-20 HOLES φ &16mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
W200X46.1
2-21 HOLES φ &16mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
25
25mm MAX GROUT
2-19 φ HOLES& 4-16 mm Dia. HILTI BOLT&RE 500 HILTI CHIMICALMIN EMBED 150 mm
4-BOLTS 20 mm φ& 20.00Ø
W200X46.1
PL12X305
4-20 φ HOLES& 4-16 mm Dia. HILTI BOLT&RE 500 HILTI CHIMICALMIN EMBED 150 mm
B735 HSS152.4X152.4X6.4
B735 C130X13
2-19 φ BOLTS& (23.05x41.05) SLOTS
(2) 19.05 A325N
(1) 19.05 A325N
(1) 19.05 A325N
(2) 19.05 A325N
(1) 19.05 A325N
(1) 19.05 A325N
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:10
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH03
PH03
SECTION1:50
40
A2
B2
X6
A1
41
SECTIONScale: 1:10
APH03
+5334.00
A1
+5055.00
SECTIONScale: 1:10
BPH03
+5334.00
+5055.00
+5334.00
+5055.00
SECTIONScale: 1:10
CPH03
Tekl
a St
ruct
ures
B10 W310X74
B3W
310X
74
B748 W310X74
B942 HSS177.8X127X6.4
B944
W46
0X11
3
B63 W310X74
B942
W31
0X74
B943
W46
0X11
3
B3 HSS177.8X127X6.4
B748 HSS177.8X127X6.4
B61 W310X79
B945
W46
0X11
3
CPH03
B63 HSS177.8X127X6.4
B946
W46
0X11
3
APH03
BPH03
APH03
BPH03
CPH03
B946 HSS177.8X127X6.4
FS0(
?)12
7X12
49
FS0(?) 127X3251
B944 HSS177.8X127X6.4
B945 HSS177.8X127X6.4
B943 HSS177.8X127X6.4
975497
5485
3412
19 4-20 φ HOLES& 4-16 mm Dia. HILTI BOLT& RE 500 HILTI CHIMICALMIN EMBED 150 mm
PL12X30576
W310X743-19 φ BOLTS& (23.05x41.05) SLOTS
90
7617
8
3053822938
330
8080
80
W310X74
W310X74
(3) 19.05 A325N
W460X113
W310X74
(3) 19.05 A325N
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:10
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH03
PH03
2ND FLOOR FRAMING PLAN- PH041:50
38
35b
39
H2
L2b
37
K1
37c 37d 37e 37f
L2
SECTIONScale: 1:10
APH04
H2
+5055.00
+5334.00
Tekl
a St
ruct
ures
B689 W200X46.1 B691 W200X46.1
B693 W200X46.1
APH04
B42 C130X13
B688
W20
0X46
.1
B698 W200X46.1
B41 C130X13
B43 W200X46.1
B44
C13
0X13
B715 C130X13
B706
W20
0X46
.1
B47
W20
0X46
.1
B42 C130X13
B42 C130X13B57 C130X13
B694 W200X46.1
B48 W200X46.1
APH04
APH04
B722 W200X46.1
APH04
APH04
APH04
APH04
APH04
APH04
APH04
APH04
APH04
1969
38
25
4-20 φ HOLES& 4-20 mm Dia. HILTI BOLT&RE 500 HILTI CHIMICALMIN EMBED 150 mm
2-BOLTS 19 mm φ& (23.05x41.05) SLOTS
25mm MAX GROUT
127 mm DROP 3838
254
22938305
330
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:10
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH04
PH04
40x 41
H1b
H2
40b
K1
G
G1b
G1a
H1a
K1b
K1a
3737a
37e35b
35c
M1
36a
Mx
37d 3836
M1a
36b
37c 37f 38a
M3
SECTION1:50
G
H2
37 38
Tekl
a St
ruct
ures
B692
W20
0X46
.1
B683 C180X14.6
B45 C180X14.6
B46 C180X14.6
B683 C180X14.6
B683 W460X60
B692
C13
0X13
B692 W200X46.1
B704 C180X14.6B40 C180X14.6
B683 C180X14.6 B683 C180X14.6 M0(?) PL12X305B683 C180X14.6B683 C180X14.6
B704 C180X14.6
B693 W200X46.1
B689
W20
0X46
.1B42 C130X13
B691
W20
0X46
.1
M0(?) PL12X127M0(?) PL12X127
M0(?) PL12X305
M0(?) PL12X127
M0(?) PL12X127
M0(?) PL12X127
M0(?) PL12X127M0(?) PL12X305
M0(?) PL12X127
M0(?) PL12X127
M0(?) PL12X127
M0(?) PL12X127
M0(?) PL12X305
CB5
(?)
900X
762
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAAMING PLAN- PH06
PH06
DETAILScale: 1:50
5PHASE 08
G G
D1 D1
F F
3635
Tekl
a St
ruct
ures
FS7 127X3251
B2 W150X24 P. PAINT
B1H
SS15
2.4X
152.
4X6.
4P.
PAI
NT
B60 W150X24 NO PAINT
1785
2752
FS9
200X
584
B62
C13
0X13
P. P
AIN
T
B671 W310X79 NO PAINT
997
B53 W200X46.1 P. PAINT
B59
C13
0X13
P. P
AIN
T
CC2 610X610
B55
W15
0X24
P. P
AIN
T
B670 W310X79 NO PAINT
B4 W150X24 NO PAINT
B50
W15
0X24
P. P
AIN
T
3539
B54
W15
0X24
NO
PAI
NT
B679 HSS152.4X152.4X6.4 P. PAINT
B34
C13
0X13
P. P
AIN
T
B52
C13
0X13
P. P
AIN
T
2-19.05 φASTM F3125 Gr A325N4-20.00 φASTM F3125 Gr A325N
2752
5926
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
PHASE 08
M1b
2ND FLOOR FRAMING PLAN- PH021:50
39z
39x
M1
M1a
L2b
L2
M3
40x40b
39a 39y 39c39b
40
40v40y
40z39d 39e
L2w
L2y
M1c
M1d
Tekl
a St
ruct
ures
C2HSS12
7X12
7X6.4 CB
36HS
S254
X152
.4X7
.9
C2 HSS127X
127X
6.4
C19(?)
HSS152.4
X152.4
X7.9
C19(?)
HSS152.4
X152.4
X7.9
C2HSS12
7X12
7X6.4
B732
W46
0X11
3
PL12X279 X 279 C/W
C2(?) HSS12
7X12
7X6.4
C3(?)
HSS152.4
X152.4
X7.9
C0(?)
HSS254X
254X
12.7
C0(?)
HSS254X
254X
12.7
CB35
HSS2
54X1
52.4
X7.9
C20(?)
HSS152.4
X152.4
X6.4
C2HSS12
7X12
7X6.4
4 - 19 mm φ ANCHOR BOLTS450 mm LG. & 4- 21.05 φ HOLES
C0(?) HSS30
4.8X30
4.8X12
.7
C3(?)
HSS152.4
X152.4
X7.9
C2(?)
HSS127X
127X
6.4
B740 W460X113PL20X279 X 279 C/W
M0(?) PL12X204
4 - 19 mm φ ANCHOR BOLTS450 mm LG. & 4- 21.05 φ HOLES
CB34 HSS254X152.4X7.9M0(?) PL12X204
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
2ND FLOOR FRAMING PLAN- PH07
PH07
DETAILScale: 1:16
ARTU
38
38
A2 A2
DETAILScale: 1:16
CRTU
X6 X6
40
40
SECTIONScale:1:16
CRTU
+10579.00+10617.00
SECTIONScale:1:16
ARTU
+10579.00 +10579.00+10617.00 +10617.00
Tekl
a St
ruct
ures
EX. J
OIS
T
L102X102X9.5&1- SLOTTED HOLE 45X22
L51X
51X3
.2
EX. J
OIS
TC130X10.4
C130X10.46
L51X
51X3
.2
W31
0X52
ARTU
1588
133
CRTU
2238
2926
360
108
502
555
387
EX. W530X82
6
B31(
?)W
310X
38.7
C130X10.4
EX. J
OIS
T
C130X10.4
C13
0X10
.4
L102X102X9.5&1- SLOTTED HOLE 45X22
C130X10.4
C130X10.4C130X10.4
L51X
51X3
.2
3-19.05 φASTM F3125 Gr A325N
EX. S150X18.6
EX. W530X92
W36
0X44
1 − 19.05φ HS BOLT1 − 19.05φ HS BOLT
6
6
6
8762924
819
819
1445
344
1- 19.05φBOLT
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:16
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
RTU 01
DETAILScale: 1:16
DRTU
A1 A1
38
38
DETAILScale: 1:16
ERTU
40
40
A1 A1
SECTIONScale:1:16
BRTU
+10579.00
40
40
+10617.00
Tekl
a St
ruct
ures
C130X10.4C130X10.4
C130X10.4
C130X10.4
L102X102X9.5&1- SLOTTED HOLE 45X22
EX. J
OIS
T
C130X10.4
C130X10.4
EX. J
OIS
T EX. J
OIS
T
C130X10.4
C130X10.4
EX.W
310X
52
EX.W
310X
52
EX. J
OIS
T
EX. J
OIS
T
1 − 19.05φ HS BOLT
3001
W360X44
L102X76X9.5 178.0& 3-SLOTTED HOLES 45X223 − 19.05φ HS BOLT
W410X53
1618 L5
1X51
X3.2
66
807
1618
620
6
799
630
1427
1618
1330
C130X10.4
1-19.05 φASTM F3125 Gr A325N
C13
0X10
.4
C130X10.4
EX.W
610X
101
C13
0X10
.4
C130X10.4
602
EX.W
200X
26.6
C13
0X10
.4
C13
0X10
.4
EX.W
250X
32.7
W410X38.8 W310X38.7
W610X155
639
421
BRTU
2641442
844792
916
1047
C130X10.4
C130X10.4
W200X26.6
L102X102X9.5&1- SLOTTED HOLE 45X22
C130X10.4 C130X10.4
1 − 19.05φ HS BOLT
C130X10.4
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:16
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
RTU 02
DETAILScale: 1:50
5PHASE 08
G G
D1 D1
F F
3635
Tekl
a St
ruct
ures
FS7 127X3251
B2 W150X24 P. PAINT
B1H
SS15
2.4X
152.
4X6.
4P.
PAI
NT
B60 W150X24 NO PAINT
1785
2752
FS9
200X
584
B62
C13
0X13
P. P
AIN
T
B671 W310X79 NO PAINT
997
B53 W200X46.1 P. PAINT
B59
C13
0X13
P. P
AIN
T
CC2 610X610
B55
W15
0X24
P. P
AIN
T
B670 W310X79 NO PAINT
B4 W150X24 NO PAINT
B50
W15
0X24
P. P
AIN
T
3539
B54
W15
0X24
NO
PAI
NT
CC1 559X559
B679 HSS152.4X152.4X6.4 P. PAINT
B34
C13
0X13
P. P
AIN
T
B52
C13
0X13
P. P
AIN
T
2-19.05 φASTM F3125 Gr A325N4-20.00 φASTM F3125 Gr A325N
2752
5926
VERSAN STEELFABRICATION
275 Carrier Drive, Unit 5Etobicoke, ON M9W 5Y8
ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALVFIELD TOUCH-UP
ALL OTHER STEEL TO BE SHOP PRIMED, FIELD TOUCH-UP
TRUE N
N
REVISIONS
GENERAL NOTES:THESE DRAWINGS ARE COPYRIGHT AND THE PROPERTY OF VERSAN STEEL FABRICATION INC.THESE DRAWINGS MAY NOT BE USED FOR CONSTRUCTION WITHOUT THE PERMISSION OF VERSAN STEEL FABRICATION INC.REPRODUCTION OF THESE DRAWINGS WITHOUT THE CONSENT OF VERSAN STEEL FABRICATION INC IS STRICTLY PROHIBITED.DO NOT SCALE THESE DRAWINGS.THIS DRAWING HAS BEEN CREATED BASED ON VERSAN STEEL FABRICATION INC. INTERPRETATION OF PROJECT REQUIREMENTS,SOME DETAILS MAY HAVE BEEN MODIFIED TO SUIT VS FIELD PRACTICE, SHOP OR DESIGN AND CODE REQUIREMENTS, PLEASECHECK CAREFULLY AND ADVISE IF UNACCEPTABLE.ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDEREDAPPROVED TO PROCEED WITH FABRICATION.
P. ENG STAMP PLANTITLE:
PROJECT NO:
DRAWING NO:
CHECKED:
SCALE:
DRAWN:
DATE:
REV. #
Phone: 416-679-8796 Fax: 416-679-9969
CLIENT:
PROJECT:
FABRICATION NOTES:- STRUCTURAL SHAPES, PLATES ETC. TO BE G40.20 & G40.21, GRADE 300W.- HSS SECTIONS TO BE CSA G40.20 & G40.21, GR 350W CLASS H.- STAINLESS STEEL TO BE CSA G40.20, TYPE 316, STAIN FINISH #4.- FABRICATION AND ERECTION CONFORM TO CSA W47.1 and CAN.CSA-S16-01.- BOLTS ARE HIGH STRENGTH ASTM A325.- FINISH: ONE COAT SHOP PRIMER UNLESS NOTED OTHERWISE- ALL HOLES Ø22 UNLESS NOTED- VERIFY ALL DIMENSIONS ON SITENo. Date Description RIOCAN OAKVILLE PL.
TORQUE BUILDING CORP
1:50
240 LEIGHLAND AVE. OAKVILLE.ON
46-01
PHASE 08
3101 2625
3304
12 p53 PL12X44
A
A
3178
EL50
55
20.64
w56
21.05
12 p53 PL12X44
140
p53 P
L12X
44
21.05
140
p53 P
L12X
44
140
p53 P
L12X
44
140
p53 P
L12X
44
38
2473.59157.5
2752
1737 1365278
32092676140
127
30538
127
2627
1340
127
278 1737
152
HSS1
6 HSS
152.4
X152
.4X6.4
1253101
27523159
27824741686
A - A
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
VERSAN STEEL FABRICATION240 LEIGHLAND AVE. OAKVILLE.ONPhone: 416-679-8796 Fax: 416-679-9969
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B1
REV DESCRIPTION DATEBILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B1 1
HSS14 1 HSS152.4X152.4X6.4 2474 66 P. PAINT 300W
SQ-2HSS
HSS15 1 HSS152.4X152.4X6.4 1686 45 P. PAINT 300W
HSS16 1 HSS152.4X152.4X6.4 1737 46 P. PAINT 300W
p53 4 PL12X44 140 2 300W
w56 1 W150X24 9158 220 NO PAINT 300W
TOTAL WEIGHT THIS DRAWING 379
ONE - HSS - B1
A
A
w677
20.64
A - A
6 50@300
6 50@300
REV DESCRIPTION DATE
Tekl
a St
ruct
ures
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B2 1
w677 1 W150X24 9727 234 P. PAINT 300W
SQ-2BEAM
HSS17 1 HSS152.4X152.4X6.4 6341 168 NO PAINT 300W
a28 4 L102X102X9.5 102 6 300W
TOTAL WEIGHT THIS DRAWING 408
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B2
A
Aw662
A - A
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B4
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B4 1
w662 1 W150X24 9727 234 NO PAINT 300W
SQ-2BEAM
HSS11 1 HSS152.4X152.4X6.4 6478 172 NO PAINT 300W
a28 4 L102X102X9.5 102 6 300W
TOTAL WEIGHT THIS DRAWING 411
REV DESCRIPTION DATE
A
A
401949
w54
20.64
57
1989
8
100
30
A - A
a15
a53 20.64
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
VERSAN STEEL FABRICATION240 LEIGHLAND AVE. OAKVILLE.ONPhone: 416-679-8796 Fax: 416-679-9969
STANDARDRIOCAN OAKVILLE PL.
03/14/2019 46-01 B34
BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B34 1
w54 1 C130X13 1989 27 P. PAINT 300W
SQ-2BEAM
a15 1 L102X102X9.5 76 1 300W
a53 1 L102X102X9.5 76 1 300W
TOTAL WEIGHT THIS DRAWING 29
REV DESCRIPTION DATE
ONE - BEAM - B34
A
A
1355 1447
w670
21.05
54
8355
6351
38
A - A
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B50
REV DESCRIPTION DATE
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B50 1
w670 1 W150X24 9153 220 P. PAINT 300W
SQ-2BEAM
HSS10 1 HSS152.4X152.4X6.4 6351 169 P. PAINT 300W
TOTAL WEIGHT THIS DRAWING 388
A
A
w726
53
40
A - A
REV DESCRIPTION DATE
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B52
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B52 1
w726 1 C130X13 1989 27 P. PAINT 300W
SQ-2BEAM
a15 2 L102X102X9.5 76 2 300W
TOTAL WEIGHT THIS DRAWING 29
A
A
w676
140
9183
140
20.64 203
p42
325
26
38
A - A
Tekl
a St
ruct
ures
REV DESCRIPTION DATE
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B53 1
w676 1 W200X46.1 9183 425 P. PAINT 300W
SQ-2BEAM
p42 1 PL20X203 325 10 300W
TOTAL WEIGHT THIS DRAWING 435
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B53
A
A
A
A
B
B
w667
21.0521.05
A - A
B - B
6 50@300
6 50@300
REV DESCRIPTION DATEMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B54 1
w667 1 W150X24 9141 220 NO PAINT 300W
SQ-2BEAM
Concre 1 HSS152.4X152.4X6.4 1738 46 NO PAINT 300W
HSS14 1 HSS152.4X152.4X6.4 2474 66 P. PAINT 300W
HSS15 1 HSS152.4X152.4X6.4 1686 45 P. PAINT 300W
p53 4 PL12X44 140 2 300W
TOTAL WEIGHT THIS DRAWING 378
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B54
20.64
w663
B
B
A
A
21.05
A - A
21.05
Tekl
a St
ruct
ures
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B55 1
w663 1 W150X24 9143 220 P. PAINT 300W
SQ-2BEAM
HSS9 1 HSS152.4X152.4X6.4 5811 154 P. PAINT 300W
p53 2 PL12X44 140 1 300W
w55 1 HSS152.4X152.4X6.4 338 9 P. PAINT 300W
TOTAL WEIGHT THIS DRAWING 384
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B55
REV DESCRIPTION DATE
A
A
20.64
w723
A - A
Tekl
a St
ruct
ures
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B59 1
w723 1 C130X13 825 11 P. PAINT 300W
SQ-2BEAM
a50 2 L102X102X9.5 102 3 300W
2 M19Ø A325N BOLT 50.8 0 Workshop
TOTAL WEIGHT THIS DRAWING 14
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B59
REV DESCRIPTION DATE
21.05
w6
21.05
A
A
1344
9130
63411444
A - A
6 50@300
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B60
REV DESCRIPTION DATE
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B60 1
w6 1 W150X24 9130 219 NO PAINT 300W
SQ-2BEAM
HSS13 1 HSS152.4X152.4X6.4 6341 168 P. PAINT 300W
TOTAL WEIGHT THIS DRAWING 388
63
A
A
4040
20.64
A - A
Tekl
a St
ruct
ures
REV DESCRIPTION DATE
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B62
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B62 1
w41 1 C130X13 825 11 P. PAINT 300W
SQ-2BEAM
a36 1 L102X102X9.5 102 1 300W
a50 1 L102X102X9.5 102 1 300W
2 M19Ø A325N BOLT 50.8 0 Workshop
TOTAL WEIGHT THIS DRAWING 14
21.05
A
Aw657
21.05
127
3838
A - A
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B670
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B670 1
w657 1 W310X79 9856 781 NO PAINT 300W
SQ-2BEAM
p43 1 PL20X203 376 12 300W
p44 1 PL20X203 376 12 300W
TOTAL WEIGHT THIS DRAWING 805
REV DESCRIPTION DATE
21.05
A
A
w657
21.05
2160
203
38
376
3812
7
5
A - A
w657
p44
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B671
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B671 1
w657 1 W310X79 9856 781 NO PAINT 300W
SQ-2BEAM
p43 1 PL20X203 376 12 300W
p44 1 PL20X203 376 12 300W
TOTAL WEIGHT THIS DRAWING 805
REV DESCRIPTION DATE
1358
C
C
B
B
HSS12
21.05
3820.64
4268
5451
96
5871801 829
21.05
19
C - C B - B
6 50@300
6 50@300
Tekl
a St
ruct
ures
DESCRIPTION
PROJECT NAME
DRAWN BY
DATE DRAWN
JOB No. DRG No.
STANDARDRIOCAN OAKVILLE PL.
03/13/2019 46-01 B679
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
B679 1
HSS12 1 HSS152.4X152.4X6.4 6898 183 P. PAINT 300W
SQ-2HSS
a51 2 L102X102X9.5 76 2 300W
w33 1 W150X24 8843 212 P. PAINT 300W
TOTAL WEIGHT THIS DRAWING 398
REV DESCRIPTION DATE