VERSAN STEEL

33
2ND FLOOR FRAMING PLAN- PART1 1:125 35d A1 34x 37 X6 A2 35b 34 34 35 36 38 39 40 41 35a 40b 40x F D1 B2 X4 G1b G1a A2x Tekla Structures B697 HSS152.4X152.4X6.4 4039 B50 W150X24 B729 W200X46.1 B65 W310X79 FS0(?) 127X1249 B697 W150X24 B735 W150X24 B0(?) HSS152.4X152.4X6.4 B671 W310X79 B50 HSS152.4X152.4X6.4 B745 W310X79 B64 W310X79 4 S 01 B33 HSS177.8X127X6.4 267 229 B702 C180X14.6 B720 HSS152.4X152.4X6.4 B742 HSS152.4X152.4X6.4 B2 W150X24 B4 W150X24 B58(?) W310X74 FS0(?) 127X3251 B53 W200X46.1 B679 HSS152.4X152.4X6.4 9754 2 S 01 B739 W310X79 B735 HSS152.4X152.4X6.4 B32 W310X74 7315 B58(?) HSS177.8X127X6.4 B3 W310X74 B7 W150X24 B3 HSS177.8X127X6.4 B735 W150X24 B63 W310X74 B0(?) W150X24 B11 W200X46.1 8534 B750 W150X24 B735 C130X13 B49 W150X24 B724(?) C130X13 B60 HSS152.4X152.4X6.4 4305 B943 HSS177.8X127X6.4 9754 B733 W310X79 B753 W150X24 B51 W150X24 B0(?) C130X13 B942 W310X74 B702 C180X14.6 9754 B733 W310X79 B702 C180X14.6 B719(?) W150X24 B32 HSS177.8X127X6.4 B696 W310X79 B54 W150X24 B945 HSS177.8X127X6.4 B702 C180X14.6 B59 C130X13 B1 W150X24 C22(?) HSS152.4X152.4X7.9 B702 C180X14.6 B702 C180X14.6 B10 W310X74 B702 C180X14.6 B702 C180X14.6 B702 C180X14.6 B702 C130X13 B702 C180X14.6 B61 W310X79 B55 HSS152.4X152.4X6.4 B681 HSS177.8X127X6.4 B670 W310X79 B60 W150X24 B4 HSS152.4X152.4X6.4 B62 C130X13 B679 W150X24 B1 HSS152.4X152.4X6.4 B52 C130X13 B34 C130X13 B753 HSS152.4X152.4X6.4 B750 HSS152.4X152.4X6.4 B37 C130X13 B36 C130X13 B735 HSS152.4X152.4X6.4 B681 W310X74 B675 W150X24 B728 W310X74 B38(?) C130X13 B7 HSS152.4X152.4X6.4 B720 W150X24 B675 HSS152.4X152.4X6.4 B748 HSS177.8X127X6.4 B944 W460X113 B728 HSS177.8X127X6.4 B942 HSS177.8X127X6.4 B33 W310X74 B943 W460X113 B9 W310X79 B730 W310X79 B63 HSS177.8X127X6.4 B742 W150X24 B945 W460X113 B946 W460X113 C22(?) HSS152.4X152.4X7.9 406 B2 HSS152.4X152.4X6.4 B38(?) C130X13 B702 C180X14.6 B701 W460X60 B55 W150X24 B696 W310X79 B696 W310X79 B696 W310X79 B944 HSS177.8X127X6.4 B946 HSS177.8X127X6.4 5 PHASE 08 3 S 01 9754 1003 7315 M0(?) PL136X12 M0(?) PL12X204 M0(?) L102X102X9.5 9754 953 9754 9754 9754 9754 9754 184 VERSAN STEEL FABRICATION 275 Carrier Drive, Unit 5 Etobicoke, ON M9W 5Y8 ALL CAST-IN ITEMS TO BE HOT DIP GALVANIZED, COLD GALV FIELD 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, PLEASE CHECK CAREFULLY AND ADVISE IF UNACCEPTABLE. ONCE THIS DRAWING HAS BEEN REVIEWED BY THE GENERAL CONTRACTOR AND/OR CONSULTANTS IT WILL BE CONSIDERED APPROVED TO PROCEED WITH FABRICATION. P. ENG STAMP PLAN TITLE: 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 SITE No. Date Description RIOCAN OAKVILLE PL. TORQUE BUILDING CORP 1:50 240 LEIGHLAND AVE. OAKVILLE.ON 46-01 2ND FLOOR FRAMING PLAN- PART1

Transcript of VERSAN STEEL

Page 1: VERSAN STEEL

2ND FLOOR FRAMING PLAN- PART11:125

35d

A1

34x

37

X6A2

35b

34

34 35 36 38 39 40 4135a

40b 40x

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D1

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DETAILScale: 1:50

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4140

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267

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B702 C180X14.6B702 C180X14.6

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152.

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B62 C130X13

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B750 HSS152.4X152.4X6.4

B37 C130X13

B36 C130X13

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B681 W310X74

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406

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B946 HSS177.8X127X6.4

5PHASE 08

3S 01

9754

1003

7315

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M0(?) PL12X204

M0(?) L102X102X9.5

9754

953

97549754975497549754

184

505X

668

2-19.05 φASTM F3125 Gr A325N2-19.05 φASTM F3125 Gr A325N

127X1817

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559X559

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2-19.05 φASTM F3125 Gr A325N

2-19.05 φASTM F3125 Gr A325N2-19.05 φASTM F3125 Gr A325N2-19.05 φASTM F3125 Gr A325N

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3-19.05 φASTM F3125 Gr A325N

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

Page 2: VERSAN STEEL

Gx

2ND FLOOR FRAMING PLAN- PART21:125

38a36a

M1d

37f

G1a

35c

M1b

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35

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39b

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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

4-20.00 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 A325N

4-19.05 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

4-19.05 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

PL136X12

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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

4-20.00 φASTM F3125 Gr A325N

2-19.05 φASTM F3125 Gr A325N

PL12X204

PL12X204

PL12X204

PL12X204

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 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

Page 3: VERSAN STEEL

ROOF FRAMING PLAN- PART11:125

A1

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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

Page 4: VERSAN STEEL

ROOF FRAMING PLAN- PART21:125

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130X

10.4

NEW C130X10.4NEW C130X10.4

6985

9754

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

Page 5: VERSAN STEEL

3D VIEW 2ND FLOOR FRAMING

35d

M1c

X4

38

L2b

37e

39z

35b

K1b

35

M3

L2y

A2x

M1b

H2

40b

36b

B2

34x

M1

36a

34

39a

MxM1d

36

A1

G1b

35a

37c

G1a

L2

39

X6

M1a

40z

D1

37

K1

40

41

35c

35b37d

37f

38a

39b

37a

39c

G

39y

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

w657W310X79

w674 W460X113

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

Page 6: VERSAN STEEL

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

Page 7: VERSAN STEEL

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

Page 8: VERSAN STEEL

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

Page 9: VERSAN STEEL

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

B942 HSS177.8X127X6.4

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

B748 HSS177.8X127X6.4

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

Page 10: VERSAN STEEL

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

Page 11: VERSAN STEEL

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

Page 12: VERSAN STEEL

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

Page 13: VERSAN STEEL

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

Page 14: VERSAN STEEL

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

Page 15: VERSAN STEEL

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

Page 16: VERSAN STEEL

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

Page 17: VERSAN STEEL

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

Page 18: VERSAN STEEL

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

Page 19: VERSAN STEEL

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

Page 20: VERSAN STEEL

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

Page 21: VERSAN STEEL

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

Page 22: VERSAN STEEL

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

Page 23: VERSAN STEEL

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

Page 24: VERSAN STEEL

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

Page 25: VERSAN STEEL

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

Page 26: VERSAN STEEL

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

Page 27: VERSAN STEEL

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

Page 28: VERSAN STEEL

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

Page 29: VERSAN STEEL

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

Page 30: VERSAN STEEL

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

Page 31: VERSAN STEEL

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

Page 32: VERSAN STEEL

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

Page 33: VERSAN STEEL

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