Construction Package.pdf
PDF 794 KB Posted
- Attached to
- CHALLIS SHOP 2020 Federal contract opportunity
- Solicitation number
- 140L2520Q0048
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L2520Q0048_Amd_0001.pdf | ||
| Challis Pre-Built Shed Erection_SOW-8-13-20.doc | DOC document | |
| Appendix C - Sheeting _ Trim.pdf | ||
| Customers Parts List.pdf | ||
| Building Drawings from Supplier.pdf | ||
| Appendix E - Overhangs.pdf | ||
| Wage Determination.pdf | ||
| Drawings eSigned.pdf | ||
| Appendix D - Glossary.pdf | ||
| Sol_140L2520Q0048.pdf | ||
| Appendix A - Opening Framing.pdf | ||
| Appendix B - Framing Components.pdf | ||
| Instruction Manual - Gable Buildings.pdf |
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Text version
Construction Package for Cold Formed Steel Building Created for Robin Sobey
Job Number BWES 79940218
Table Of Contents
Building Layout Plan 2
Concrete Anchor Details 3
Portal Frame Sections 4
Roof Framing Plan 7
Girt Layout 8
Sheeting Layout 12
Construction Package Notes
This construction package is to be used in conjunction with the created order for the job. All lengths and piece marks of materials in this package will correspond to an item in the order. For example, on the Sidewall A girt layout, there will likely be an item with a piece mark of SGA1. This will correspond to a line item in the order with the piece mark of SGA1. Products that do not include a piece mark will be marked with the product code.
All girt layout and sheeting layouts drawings in this construction package are exterior views, and in these illustrations, components are drawn as if viewed from the outside of the building.
All drawings in this construction package are for reference only, and are to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Construction Notifications
The following items will require non-typical installation that will take extra time and care during the construction process. Please take precautions.
Some items in order will need to be cut to length on site. Please see 'Notes' column in order for full list of items to be cut and their lengths.
40' - 0" (SIDEWALL)
12' - 0"
16' - 0"
12' - 0"
(E
N D
W A
L L
A
C
(E N
D W
A L
L
A
C
B
B
1' - 0" 14' - 0" 1' - 0"
Detail A Detail B
Detail C
Edge Of Slab
Building Layout Plan
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 2 of 15
A Corner Column
5 3/8"
/2
Edge of slab or wall
B Sidewall Column
1 1/2"
/2
Edge of slab or wall
CL of frame
C Endwall A Column
/8
6" 6"
Edge Of Slab
CL of Column
All holes drilled for concrete anchors must be drilled with a specific drill bit, as noted on the engineering plans.
Concrete Anchor Details
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 3 of 15
Member Table
Mark Product Length
CL_1 8" x 12ga. CEE 15' - 6 5/8"
CL_2 8" x 12ga. CEE 15' - 6 5/8"
ECOL 10" x 12ga. CEE 18' - 1 3/8"
RFTR_1 8" x 12ga. CEE 11' - 0"
RFTR_2 8" x 12ga. CEE 11' - 0"
C L
RFTR_1
E C
O L
C L
RFTR_2
A B C
Portal Section, Frame Line 1
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 4 of 15
AXBR 4" x 14ga. CEE 7' - 5 3/4"
CL_BB_B_1 8" x 12ga. CEE 15' - 6 5/8"
CL_BB_B_2 8" x 12ga. CEE 15' - 6 5/8"
KNBRC_1 4" x 14ga. CEE 6' - 5 9/16"
KNBRC_2 4" x 14ga. CEE 6' - 5 9/16"
RFTR_BB_B_1 8" x 12ga. CEE 11' - 0"
RFTR_BB_B_2 8" x 12ga. CEE 11' - 0" C
L
B B
B
K N
B R
C
RFTR_BB_B_1&2
AXBR (2)
C L
B
B
B
K N
B R
C
RFTR_BB_B_2&1
A C
Portal Section, Frame Lines 2 and 3
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 5 of 15
CL_1 8" x 12ga. CEE 15' - 6 5/8"
CL_2 8" x 12ga. CEE 15' - 6 5/8"
ECOL 10" x 12ga. CEE 18' - 1 3/8"
RFTR_1 8" x 12ga. CEE 11' - 0"
RFTR_2 8" x 12ga. CEE 11' - 0"
C L
RFTR_2
E C
O L
C L
RFTR_1
A B C
Portal Section, Frame Line 4
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 6 of 15
EP01 6in x 3.5in 16G Eave Strut 12' - 0"
EP02 6in x 3.5in 16G Eave Strut 16' - 0"
PLN01 6" x 12ga. ZEE 12' - 3"
PLN02 6" x 12ga. ZEE 16' - 6"
2 3
15' -
0" 15' - 10"
15' - 10" 15' -
0"
40' - 0"
/1
R o o f
/1
R o o f
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
PLN01 PLN02 PLN01
EP01 EP02 EP01
EP01 EP02 EP01
/1
/1
/1
/1
Roof Sheeting:
Strata Rib 29G Slate Grey
Roof Framing Plan
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 7 of 15
EP01 6in x 3.5in 16G Eave Strut 12' - 0"
EP02 6in x 3.5in 16G Eave Strut 16' - 0"
OH01 6" x 16ga. CEE 3' - 0"
OH02 6" x 16ga. CEE 14' - 0"
OJ01 6" x 16ga. CEE 7' - 10"
OJ02 6" x 14ga. CEE 14' - 10 9/16"
SG01 6" x 16ga. ZEE 4' - 3 1/2"
SG02 6" x 16ga. ZEE 5' - 1"
SG04 6" x 16ga. ZEE 12' - 9 1/2"
SG05 6" x 16ga. ZEE 16' - 6"
3' - 11"
7' - 10"
11' - 9"
14' - 10 9/16"
15' - 8"
SG04 SG02 SG01
SG04 SG04
SG04 SG04
SG05
EP01 EP02 EP01
" 19' - 1"
O J
O J
OH02
O J
O J
OH01
13' - 0"1 14' - 0" 5' - 6" 3' - 0" 4' - 6" 4
Sidewall A Girt Layout, Frame Line A
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 8 of 15
EP01 6in x 3.5in 16G Eave Strut 12' - 0"
EP02 6in x 3.5in 16G Eave Strut 16' - 0"
SG03 6" x 16ga. ZEE 12' - 3"
SG05 6" x 16ga. ZEE 16' - 6"
3' - 11"
7' - 10"
11' - 9"
15' - 8"
SG03SG05SG03
SG03SG05SG03
SG03SG05SG03
EP01EP02EP01
19' - 1"19
Sidewall B Girt Layout, Frame Line C
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 9 of 15
EG01 4" x 16ga. ZEE 10' - 2 1/2"
EG02 4" x 16ga. ZEE 10' - 11 1/4"
BA4_B 2in x 4in Angle Varies
ABC
3' - 8 13/16"
7' - 5 5/8"
11' - 2 7/16"
14' - 11 1/4"
EG02EG02
EG02EG02
EG02EG02
EG01EG01
BA4_BBA4_B
B A
B
B A
B
0'
" 18' - 3"
Endwall A Girt Layout, Frame Line 1
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 10 of 15
EG01 4" x 16ga. ZEE 10' - 2 1/2"
EG02 4" x 16ga. ZEE 10' - 11 1/4"
BA4_B 2in x 4in Angle Varies
A B C
3' - 8 13/16"
7' - 5 5/8"
11' - 2 7/16"
14' - 11 1/4"
EG02 EG02
EG02 EG02
EG02 EG02
EG01 EG01
BA4_B BA4_B
B A
B
B A
B
' - 6
"18
Endwall B Girt Layout, Frame Line 4
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 11 of 15
15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"1' - 7 13/16"1' - 7 13/16"1' - 7 13/16"1' - 7 13/16"15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"15' - 9 5/16"
Sheeting starts with this sheet and moves across the wall
Sidewall A Sheeting Layout, Frame Line A
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 12 of 15
15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16" 15' - 9 5/16"
Sheeting starts with this sheet and moves across the wall
Sidewall B Sheeting Layout, Frame Line C
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 13 of 15
Sheet 1-1 16' - 5 1/2"
Sheet 2-1 17' - 2 1/2"
Sheet 3-1 17' - 11 1/2"
Sheet 4-1 18' - 8 1/2"
Sheet 5-1 18' - 8 1/2"
Sheet 6-1 17' - 11 1/2"
Sheet 7-1 17' - 2 1/2"
Sheet 8-1 16' - 5 1/2"
Sheeting starts with this sheet and moves across the wall
Endwall A Sheeting Layout, Frame Line 1
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 14 of 15
Sheet 1-1 16' - 5 1/2"
Sheet 2-1 17' - 2 1/2"
Sheet 3-1 17' - 11 1/2"
Sheet 4-1 18' - 8 1/2"
Sheet 5-1 18' - 8 1/2"
Sheet 6-1 17' - 11 1/2"
Sheet 7-1 17' - 2 1/2"
Sheet 8-1 16' - 5 1/2"
Sheeting starts with this sheet and moves across the wall
Endwall B Sheeting Layout, Frame Line 4
This illustration is for reference only, and is to be used to supplement the engineering drawings. If any discrepancies occur, the engineering plans will always take precedence.
Robin Sobey (BWES79940218) - Construction Package - 7/24/2020 - Page 15 of 15
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