steel shop drawingstrantor.sheridanc.on.ca/student/nicksy/nicksy... · to wood: 1/2" lag bolt...

WFS0.1 W8x28

HSS0.13 1/2" x 3 1/2" x 1/4"

WFS1.3 W12x30

WFS1.4 W12x30

WFS1.5 W12x30

WFS1.6 W12x14

WFS1.1 W12x53

WFS1.2 W12x30

BUW1.55 PLY 2x6 SPF

BUW1.65 PLY 2x6 SPF

HSS1.33 1/2" x 3 1/2" x 1/4"

HSS1.43 1/2" x 3 1/2" x 1/4"

HSS1.53 1/2" x 3 1/2" x 1/4"

BUW1.45 PLY 2x6 SPF

BUW1.35 PLY 2x6 SPF

BUW1.25 PLY 2x6 SPF

HSS1.13 1/2" x 3 1/2" x 1/4"

HSS1.23 1/2" x 3 1/2" x 1/4"

BUW1.15 PLY 2x6 SPF

BUW0.15 PLY 2x6 SPF

WFS2.1 W10x26

HSS2.33 1/2" x 3 1/2" x 1/4"

HSS2.23 1/2" x 3 1/2" x 1/4"

HSS2.13 1/2" x 3 1/2" x 1/4"

DRAWN BY

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97 COPELAND CREEK DRTINY ONTARIO L9M 0M2

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G:\Team Drives\Team Projects (Current)\17-5030 (BANAC) 562 King St - Addition Design-Build\4 Permit\2018.12.19 - 5030 - BANAC - Construction Set.rvt

KMN

12/05/18

5030 S1.1

SHEET LIST AND 3D

BARRIE AREA NATIVEADVISORY CIRCLE

562 KING ST, MIDLAND

COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE

4.6 STEEL SHOP DRAWINGS V.1 11 DEC 2018

4.7 FULL SET FOR MEETING 12 DEC 2018



STEEL SHOP DRAWINGS

S1.1 SHEET LIST AND 3D

S1.2 TYPICAL DETAILS AND NOTES

S1.3 ERECTION PLANS

S1.4 HSS1.1 AND HSS1.2

S1.5 HSS1.3 AND HSS 1.4

S1.6 HSS 1.5 AND HSS 2.1

S1.7 HSS2.2 AND 2.3

S2.1 WFS1.1

S2.2 WFS1.2

S2.3 WFS1.3

S2.4 WFS1.4

S2.5 WFS1.5

S2.6 WFS1.6

S2.7 WFS2.1

NOTE: WFS0.1 AND HSS0.1 NOT INCLUDED IN THIS SET

VAR

IES VAR

IES

VAR

IES

VARIES VARIES

VARIES

1" TYP.1"

TYP.

9/16" Ø

1/4"

1/2" PLATE

VARIES VARIES

VARIES

VAR

IES

VAR

IESVAR

IES

1" TYP.

1" T

YP.

1/4"

11/16" Ø

1/2" PLATE

3 1/2"

3 1

/2"

VAR

IES

VARIES

1" TYP.1" T

YP.

3 1

/2"

5/16" Ø

1" TYP. 1" TYP.3 1/2"V

AR

IES

VARIES

VARIES

VAR

IES

VARIES

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Author

12/06/18

5030 S1.2

TYPICAL DETAILS ANDNOTES



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





3" = 1'-0"1TYP. BASE PLATE

BASE PLATE NOTES:

ALL BASE PLATES TO BE 1/2" STEEL.ALL BASE PLATE HOLES TO BE 9/16" Ø.ALL BASE PLATE HOLES TO BE 1" TYPICAL FROM EDGE OF PLATE.HSS COLUMNS TO BE SHOP WELDED TO BASE PLATES WITH 1/4" WELD WHERE SPACE ALLOWS (UNLESS OTHERWISE NOTED).REFER TO PLATE DETAILS FOR DIMENSIONS.

FASTNERS BASED ON CONNECTION MATERIAL:

TO WOOD: 1/2" LAG BOLTTO CONCRETE STAB: 1/2" HILTI SLEEVE ANCHOR

3" = 1'-0"2TYP. TOP PLATE

TOP PLATE NOTES:

ALL TOP PLATES TO BE 1/2" STEEL.ALL TOP PLATE HOLES TO BE 11/16" Ø.ALL TOP PLATE HOLES TO BE 1" TYPICAL FROM EDGE OF PLATE.HSS COLUMNS TO BE SHOP WELDED TO TOP PLATES WITH 1/4" WELD WHERE SPACE ALLOWS (UNLESS OTHERWISE NOTED).REFER TO PLATE DETAILS FOR DIMENSIONS.

FASTNERS BASED ON CONNECTION MATERIAL:

TO WOOD: 5/8" LAG BOLTTO STEEL: 5/8" A325 STRUCTURAL BOLT

3" = 1'-0"4TYP. HSS COLUMN

HSS COLUMN NOTES:

ALL STEEL COLUMNS TO BE 3 1/2" x 3 1/2" X 1/4" HOLLOW STRUCTURAL STEEL.HSS COLUMNS TO BE SHOP WELDED TO BASE AND TOP PLATES WITH 1/4" WELD WHERE SPACE ALLOWS (UNLESS OTHERWISE NOTED).REFER TO COLUMN DETAILS FOR DIMENSIONS.

3" = 1'-0"5TYP. WFS BEAM

WFS BEAM NOTES:

REFER TO BEAM DETAILS FOR DIMENSIONS.

GENERAL NOTES:

ALL SHOP AND SITE WELDS TO COMPLETED BY A CWB.

3" = 1'-0"6TYP. WFS TO BUW CONNECTION

WFS BEAM TO BUW CONNECTION NOTES:

ALL HOLES TO BE 5/16" Ø.HOLES TO BE 1" TYPICAL FROM BEAM END AND SIDES.REFER TO BEAM DETAILS FOR DIMENSIONS.

FASTENERS TO BE #8 WOOD SCREW.

HSS COLUMN SCHEDULEMATERIAL SIZE MARK LENGTH

HOLLOW STRUCTURAL STEEL 3 1/2" x 3 1/2" x 1/4" HSS1.1 8' - 10 3/4"








WFS BEAM SCHEDULEMATERIAL SIZE MARK APPROXIMATE LENGTH

WIDE FLANGE STEEL W12x53 WFS1.1 23' - 2 1/2"




WIDE FLANGE STEEL W12x30 WFS1.5 25' - 1"

WIDE FLANGE STEEL W12x14 WFS1.6 7' - 8"


3" = 1'-0"3TYP. WEB STIFFENER PLATE

WEB STIFFENER PLATE NOTES:

ALL WEB STIFFENER PLATES TO BE 1/2" STEEL.PLATE TO BE SHOP WELDED TO BEAM WITH A 1/4" WELD.REFER TO BEAM DETAILS FOR DIMENSIONS.

6 7 8 10

A

O

Q

P

E

L

J

M

B

K

G

1 2 3

N

I

H

C

4 9

F

5

D

HSS1.13 1/2" x 3 1/2" x 1/4"

HSS1.53 1/2" x 3 1/2" x 1/4"

HSS1.43 1/2" x 3 1/2" x 1/4"

HSS1.33 1/2" x 3 1/2" x 1/4"

HSS1.23 1/2" x 3 1/2" x 1/4"

BUW1.15 PLY 2x6 SPF

BUW0.15 PLY 2x6 SPF

BUW1.25 PLY 2x6 SPF

BUW1.35 PLY 2x6 SPF

BUW1.65 PLY 2x6 SPF

BUW1.55 PLY 2x6 SPF

BUW1.45 PLY 2x6 SPF

WFS1.1

W12

x53 W

FS1.2 W

12x30

WFS1.5 W12x30

WFS1.6 W

12x14

WFS1.4 W12x30

WFS1.3 W12x30

9' - 5 9/16" 12' - 6 5/8" 12' - 1 13/16"

1' -

2"

7' -

5 1

/4"

7' -

5 1

/4"

9' -

3 1

/4"

2' - 3 13/16"

THESE DIMENSIONS FROM EDGE OF CONCRETE BLOCK

7' -

5 9

/16

"6' -

4 3

/4"

8' -

5 1

1/16

"7 1

/4"

12' - 6 5/8" 12' - 1 13/16"

24' - 11 1/32"

THESE DIMENSIONS FROM CENTRE OF COLUMN TO CENTRE OF COLUMN

24' - 11 1/32"

24' - 8 9/32"

2' - 3 13/16"

1 1/

4"

THIS DIMENSION FROM EDGE OF CONCRETE BLOCK

6 7 8 10

A

O

Q

P

E

L

J

M

B

K

G

1 2 3

N

I

H

C

4 9

F

5

D

HSS2.33 1/2" x 3 1/2" x 1/4"

HSS2.23 1/2" x 3 1/2" x 1/4"

HSS2.13 1/2" x 3 1/2" x 1/4"

WFS2.1 W

10x26

2' - 4 15/16"

THIS DIMENSION FROM EDGE OF CONCRETE BLOCK

8' -

2 1

/4"

17' -

5 1

5/16

"8' -

3 2

7/32"

9' -

7 2

3/32"

2' - 3 13/16"

THESE DIMENSIONS FROM EDGE OF CONCRETE BLOCK

2' - 3 13/16"

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KMN

12/05/18

5030 S1.3

ERECTION PLANS



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1/4" = 1'-0"1T.O.F. MAIN

1/4" = 1'-0"2T.O.D. SECOND

NOTE: ALL DIMENSIONS FROM INTERIOR EGDE OF FRAMING TO CENTRE OF COLUMN UNLESS OTHERWISE NOTED.

T.O.F. MAIN3/4"

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

G

HSS1.13 1/2" x 3 1/2" x 1/4"

5 1/2"

1/2"

4 1/2"

1/2"

8' -

10 3

/4"

8' -

11 3

/4"

F4 - 11 7/8" TJI

WFS1.1 W12x53

G

3

HSS1.1

4 1/2"

8"

EQ EQ

EQ

EQ 1/2" PLATE

1" T

YP.

1" TYP.

9/16" Ø

NOTE: 1/4" WELD ON ALL SIDES

G

3

5 1/2"

10" HSS1.1

1/2" PLATE

3 1/2" 2"

EQ

EQ

1" T

YP.

1" TYP.

11/16" Ø

NOTE: 1/4" WELD ON 3 SIDES

T.O.F. MAIN3/4"

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

B

HSS1.23 1/2" x 3 1/2" x 1/4"

5 1/2"

7 1/2"

1/2"

8' -

10 3

/4"

1/2"

8' -

11 3

/4"

F4 - 11 7/8" TJI

WFS1.1 W12x53

B

3

7 1/2"

7 1

/2"

1" 3 1/2" 3"

3"

3 1

/2"

1"HSS1.2

1/2" PLATE

9/16" Ø

5 1/2" 2"

1" T

YP.

1" TYP.


B

3

5 1/2"

10"

1" 4 1/2"

EQ

EQ

11/16" Ø

1/2" PLATE

HSS1.2

1" T

YP.

1" TYP.


G

3

3 9/16"

5/16

"

4 1

/2"

3 1

/2"

W14

B

3

2 1

1/16

"

3 9/16"

5 1/2"

5 1

/2"

E2b

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KMN

12/04/18

5030 S1.4

HSS1.1 AND HSS1.2



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"2HSS1.1 ELEVATION

1 1/2" = 1'-0"3HSS1.1 BASE PLATE

1 1/2" = 1'-0"1HSS1.1 TOP PLATE

1 1/2" = 1'-0"8HSS1.2 ELEVATION

1 1/2" = 1'-0"9HSS1.2 BASE PLATE

1 1/2" = 1'-0"7HSS1.2 TOP PLATE

4HSS1.1 TOP PLATE ISO

6HSS1.1 BASE PLATE ISO



1 1/2" = 1'-0"5HSS1.1 BASE PLATE PLACEMENT


3

5 1

/2"

8"

EQ

EQ

EQ EQ

1" T

YP.

1" TYP.

HSS1.3

1/2" PLATE

11/16" Ø


T.O.S. LOWER-3' - 4 1/4"

T.O.W MAIN9' - 2 1/4"

1/2"

12' -

5 1

/2"

1/2"

8"

2-PLY 1 3/4"x11 7/8" LVL

L4

HSS1.33 1/2" x 3 1/2" x 1/4"

F1 - 6" CONC. SLAB

12' -

6 1

/2"

8"

3

8"

5 1

/2" EQ

EQ

EQ EQ

1" T

YP.

1" TYP.

9/16" Ø

HSS1.3

1/2" PLATE


T.O.S. LOWER-3' - 4 1/4"

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

3

HSS1.43 1/2" x 3 1/2" x 1/4"

F1 - 6" CONC. SLAB

WFS2.1 W10x26

WFS1.5 W12x30

1/2"

11' -

2 1

/4"

1/2"

11' -

3 1

/4"

8 1/2"

5 1/2"

1/2" STEEL WEB STIFFENERBOTH SIDES

1/2" STEEL WEB STIFFENERBOTH SIDES

3

HSS1.4

1/2" PLATE

9/16" Ø

7/8" 3 1/2" 1 1/8"

5 1/2"

2"

3 1

/2"

3/4"

6 1

/4"

1" T

YP.

1" TYP.


3

8 1/2"

3 1/2" 5"

6 1

/2"

EQ

EQ

HSS1.4

11/16" Ø

1/2" PLATE

1" T

YP.

1" TYP.4 1/2" 3"


3

3 11/16"

3 1

/2"

5 1/2"

7/8"

W2

W10

W9b

3

3 9/16"

1"

1/4"

5 1/2"

W4

W9b

3 1

/2"

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KMN

12/05/18

5030 S1.5

HSS1.3 AND HSS 1.4



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"1HSS1.3 TOP PLATE

1 1/2" = 1'-0"2HSS1.3 ELEVATION

1 1/2" = 1'-0"3HSS1.3 BASE PLATE



1 1/2" = 1'-0"8HSS1.4 ELEVATION

1 1/2" = 1'-0"9HSS1.4 BASE PLATE

1 1/2" = 1'-0"7HSS1.4 TOP PLATE





I

3 3

1/32"

7 1/2"

EQ

EQ

4" 3 1/2"

1" T

YP.

1" TYP. 2"

HSS1.5

1/2" PLATE

11/16" Ø


3

I

3 1/2"

9 1

/2"

EQ

EQ

1" T

YP.

1" TYP.

HSS1.5

1/2" PLATE

9/16" Ø


T.O.S. LOWER-3' - 4 1/4"

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

I

3 1/2"

1/2"

12' -

2 1

/2"

1/2"

12' -

3 1

/2"

HSS1.53 1/2" x 3 1/2" x 1/4"

7 1/2"

WFS1.6 W12x14

F1 - 6" CONC. SLAB

3"

3

HSS2.1

1/2" PLATE

9/16" Ø

3" 3 1/2" 1"

7 1/2"2 7

/8"

3 1

/2"

1 1/

8"

7 1

/2"

1" TYP.

1" T

YP.

2" 5 1/2"


3

8 1/2"

5 3

/4" EQ

EQ

3 1/2" 5"

1" T

YP.

1" TYP.3"

HSS2.1

1/2" PLATE

11/16" Ø


T.O.D. SECOND10' - 2 3/4"

1/2"

8' -

2 1

/2"

1/2"

HSS2.13 1/2" x 3 1/2" x 1/4"

WFS2.1 W10x26

2-PLY 1 3/4"x11 7/8" LVL

L4

8' -

3 1

/2"

8 1/2"

7 1/2"

3

I

4

3 9/16" 8 13/16"

2 1

1/16

"

3 1

/2"

W1

3

3 9/16"

EQ

EQ

5 1

/2"

5 1/2"

E2a

E1

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KMN

12/06/18

5030 S1.6

HSS 1.5 AND HSS 2.1



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE







1 1/2" = 1'-0"1HSS1.5 TOP PLATE

1 1/2" = 1'-0"3HSS1.5 BASE PLATE

1 1/2" = 1'-0"2HSS1.5 ELEVATION

1 1/2" = 1'-0"9HSS2.1 BASE PLATE

1 1/2" = 1'-0"7HSS2.1 TOP PLATE

1 1/2" = 1'-0"8HSS2.1 ELEVATION





3 EQ EQ

8 1/2"

3 1

/2" HSS2.2

1/2" PLATE

3/16" FIELD WELD PLATE TO BEAM

NOTE: 1/4" WELD ON 2 SIDES (COLUMN TO PLATE)

T.O.D. SECOND10' - 2 3/4"

HSS2.23 1/2" x 3 1/2" x 1/4"

8 1/2"

1/2"

8' -

6 1

/8"

1/2"

8' -

7 1

/8"

WFS2.1 W10x26

WFS1.6 W12x14

8 1/2"

3

8 1/2"

EQ EQ

EQ

EQ4 1

/2" HSS2.2

1/2" PLATE


NOTE: 1/4" WELD ON ALL SIDES (COLUMN TO PLATE)

E

3

HSS2.3

1/2" PLATE


3"

3 1

/2"

6 1

/2"

3 1/2" 3"

6 1/2"

NOTE: 1/4" WELD ON 2 SIDES (COLUMN TO PLATE)

E

3

8 1/2"

5" 3 1/2"

5 3

/4"

4"

1 3/4"1" T

YP.

1" TYP. 3"

HSS2.3

1/2" PLATE

11/16" Ø


T.O.D. SECOND10' - 2 3/4"

E

8 1/2"

8' -

5 5

/8"

WFS2.1 W10x26

HSS2.33 1/2" x 3 1/2" x 1/4"

WFS1.1 W12x53

6 1/2"

1/2"

8' -

4 5

/8"

1/2"

J

3

7 9

/16

"

3 9/16"

W4

3 1

/2"

W12x14 BELOW

E

3

W5

W3

W12x53 BELOW

2"

4 11/16"

3 1

/2"

3 1/2"

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KMN

12/06/18

5030 S1.7

HSS2.2 AND 2.3



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"3HSS2.2 BASE PLATE

1 1/2" = 1'-0"2HSS2.2 ELEVATION

1 1/2" = 1'-0"1HSS2.2 TOP PLATE



1 1/2" = 1'-0"9HSS2.3 BASE PLATE

1 1/2" = 1'-0"7HSS2.3 TOP PLATE

1 1/2" = 1'-0"8HSS2.3 ELEVATION





1" 3 1/2" 4' - 11 13/16" 17' - 5 1/16" 3 1/2" 1"

23' - 1 7/8"

W12x53

1/2" STEEL WEB STIFFENER BOTH SIDES

30 15/16"

9/16" Ø TYP.

30 15/16" 36"

18 15/16" 24" 18 15/16"

EQ

EQ

NOTE: ENSURE WEB STIFFENER IS PLACED ON CORRECT END OF BEAM

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

3

10"

12 1

3/12

8"

3 1" T

YP.

3 1/2" 1" TYP.11/16" Ø TYP. 11/16" Ø TYP.1" TYP. 3 1/2"

1" T

YP.

1"

BG

3


18 15/16" 48" O/C TYP. 18 15/16"

42 15/16"

5/16 Ø TYP. @ 24" O/C STAGGERED

EQ

EQ

4 7/256"

9 4

5/12

8"

10 2

43/256"

4 53/64"

R 13/1

6" T

YP.

1/2" STEEL WEB STIFFENER PLATE

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KMN

12/06/18

5030 S2.1

WFS1.1



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"1WFS1.1 -

1 1/2" = 1'-0"2WFS1.1 BOTTOM

1 1/2" = 1'-0"3WFS1.1 TOP

7

1" TYP. 3 1/2"

1" T

YP.

1" T

YP.

3 1/2" 1" TYP.5/16" Ø TYP. 5/16" Ø TYP.

1" 3 1/2" 22' - 2 3/4" 3 1/2" 1"

W12x30

22' - 11 3/4"

9/16" Ø TYP.

29 7/8" 36" O/C TYP. 29 7/8"

17 7/8" 24" O/C TYP. STAGGERED 17 7/8"

EQ

EQ

T.O.D. SECOND10' - 2 3/4"

T.O.W MAIN9' - 2 1/4"

7

12 7

7/256"

6 133/256"

7

AF

17 7/8" 48" O/C TYP. 17 7/8"

41 7/8"


EQ

EQ

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PROJECT

LOCATION

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Author

12/17/18

5030 S2.2

WFS1.2



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE



1 1/2" = 1'-0"2WFS1.2 BOTTOM

1 1/2" = 1'-0"1WFS1.2 -

1 1/2" = 1'-0"3WFS1.2 TOP

1"3 1/2"24' - 7 1/2"3 1/2"1"

25' - 4 1/2"

W12x30

24" O/C TYP. STAGGERED8 17/64" 8 17/64"24" O/C TYP. STAGGERED

1" T

YP.

1" TYP. 3 1/2" 3 1/2" 1" TYP.

1" T

YP.

5/16" Ø TYP. 5/16" Ø TYP.

T.O.W MAIN9' - 2 1/4"

6 133/256"

12 7

7/256"

103

8 17/64" 24" 48" O/C TYP.32 17/64"


EQ

EQ

8 9/32"

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WWW.IHDBUILD.CA


KMN

12/07/18

5030 S2.3

WFS1.3



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"1WFS1.3 -

1 1/2" = 1'-0"2WFS1.3 BOTTOM

1 1/2" = 1'-0"5WFS1.3 TOP

1" T

YP.

1" TYP. 3 1/2" 3 1/2" 1" TYP.

1" T

YP.5/16" Ø TYP. 5/16" Ø TYP.

103

8 17/64" 48" O/C TYP.

48" O/C TYP. 32 17/64"


EQ

EQ

1"3 1/2"24' - 7 1/2"3 1/2"1"

25' - 4 1/2"

W12x30

8 17/64"24" O/C TYP. STAGGERED24" O/C TYP. STAGGERED8 17/64"

T.O.W MAIN9' - 2 1/4"

6 133/256"

12 7

7/256"

DRAWN BY

DATE

TITLE

FOR

PROJECT

LOCATION

@IHDBUILD.CA

C: 705 528-9634P: 705 549-4141


WWW.IHDBUILD.CA


Author

12/17/18

5030 S2.4

WFS1.4



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE



1 1/2" = 1'-0"1WFS1.4 BOTTOM

1 1/2" = 1'-0"2WFS1.4 TOP

1 1/2" = 1'-0"3WFS1.4 -

1"3 1/2"24' - 3 21/32"3"

1 3/4"

4 1/2"

1 31/32"49/64" 25' - 0 7/8"

W12x30

24" O/C TYP. STAGGERED

25' - 3 21/32"

7 27/32" 7 27/32"


T.O.W MAIN9' - 2 1/4"

6 133/256"

12 7

7/256"

4 1/2" 3"

1" T

YP.

3 1/2" 1" TYP.

1" T

YP.

11/16" Ø TYP. 5/16" Ø TYP.

103

49/64" TYP. 1 31/32"

1" T

YP.

11/16" Ø TYP.

48" O/C TYP.

31 13/16" 48" O/C TYP.


7 27/32" 7 27/32"

EQ

EQ

11 2

7/64"

3 33/256"

2 57/128"

10 1

3/2

56"

R 11/16

" TYP.


DRAWN BY

DATE

TITLE

FOR

PROJECT

LOCATION

@IHDBUILD.CA

C: 705 528-9634P: 705 549-4141


WWW.IHDBUILD.CA


KMN

12/10/18

5030 S2.5

WFS1.5



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"1WFS1.5 -

1 1/2" = 1'-0"2WFS1.5 BOTTOM

1 1/2" = 1'-0"3WFS1.5 TOP

1" 4 133/256"7' - 10 19/32"

1' - 8 27/32" 5' - 1 23/32" 2" 4 1/2"

W12x14


11 5/16" 24" O/C TYP. STAGGERED


T.O.D. SECOND10' - 2 3/4"

3

11 1

15/12

8"

3 31/32"

3

1" T

YP.

1" TYP. 4 133/256"

1" T

YP.2" 4 1/2"

11/16" Ø TYP. 11/16" Ø TYP.

J

3

I


11 5/16" 48" O/C TYP.


EQ

EQ

11 1

15/256"

1 23/64"

1 227/256"

10 5

1/12

8"

R 17/3

2" TYP.


DRAWN BY

DATE

TITLE

FOR

PROJECT

LOCATION

@IHDBUILD.CA

C: 705 528-9634P: 705 549-4141


WWW.IHDBUILD.CA


Author

12/17/18

5030 S2.6

WFS1.6



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE



1 1/2" = 1'-0"1WFS1.6 -

1 1/2" = 1'-0"3WFS1.6 BOTTOM

1 1/2" = 1'-0"4WFS1.6 TOP

34 1/2" 3"

1" T

YP.

3" 4 1/2"

1" T

YP.

11/16" Ø TYP.3/16" FIELD WELD PLATE TO BEAM 11/16" Ø TYP.

SECOND CEILING19' - 0"

3

5 197/256"

10 7

7/256"

4 1/2" 3" 7' - 10 1/8" 17' - 0 1/8" 3" 4 1/2"

26' - 1 1/4"

W10x26

48" O/C TYP. 12 5/8"

1 3/4"

12 5/8"

EQ

EQ

24" O/C TYP. STAGGERED 12 5/8"

12 5/8"



EL

3

48" O/C TYP. 12 5/8"12 5/8"

36 5/8"


EQ

EQ

9 2

7/64"

2 17/128"

2 193/256"

8 4

5/256"

R 5/8" TYP.


DRAWN BY

DATE

TITLE

FOR

PROJECT

LOCATION

@IHDBUILD.CA

C: 705 528-9634P: 705 549-4141


WWW.IHDBUILD.CA


KMN

12/10/18

5030 S2.7

WFS2.1



COMMERCIAL ADDITION

JACOB

ISSUED SETS

DESCRIPTION DATE





1 1/2" = 1'-0"2WFS2.1 BOTTOM

1 1/2" = 1'-0"1WFS2.1 -

1 1/2" = 1'-0"3WFS2.1 TOP

steel shop drawingstrantor.sheridanc.on.ca/student/nicksy/nicksy... · to wood: 1/2" lag bolt...

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