Roof_Top_View_0001.pdf
PDF 835 KB Posted
- Attached to
- Insulated Metal Roof and Liners
- Solicitation number
- 140R3023Q0061
About this file
This document contains construction plans for a roof framing connection at a concrete masonry unit wall. The plans show details for installing 3/4" bearing plates with anchor bolts and nonshrink grout between steel beams and metal decking at the wall. Sections and details illustrate notch requirements for concrete masonry units, bearing plate installation, and connecting metal decking to steel beams.
The related federal contract opportunity is a solicitation from the Department of the Interior Bureau of Reclamation for an insulated metal roof and liners. No further information is provided on the required products, response deadline, place of performance, or other salient terms.
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140R3023Q0061_Amd_0002.pdf | ||
| Clauses_Amendment_0002_0002.docx | DOCX document | |
| WBR_1419_7_-_Template_1_Subcontracting_Plan_Template_9-2022_0002.docx | DOCX document | |
| Provisions_Amendment_0002_0002.docx | DOCX document | |
| Sol_140R3023Q0061_Amd_0001.pdf | ||
| 140R3023Q0061_Questions_0001.docx | DOCX document | |
| Floor_and_Roof_Plan.pdf | ||
| Clauses.docx | DOCX document | |
| SOW_Roofing_and_Liners_for_242.docx | DOCX document | |
| Sol_140R3023Q0061.pdf | ||
| Provisions.docx | DOCX document |
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Text version
55/B
EQ EQ
Anclwr bolts
! ;f
] -—3/4” Bearing plate w/ 2-layers or 15 pound building
I - paper between beam and —- -‘—— plate.
Shim as required
D I A
6’
B
‘0
14-B’
INr
3-0”
A
CMU wall below
— Metal deck per plan
Ln
‘C
IN
C
H
SPAN
1/4” Continous Bent P1. w/ 3/4” 0 headed studs @ 24’ cc.
1.’ ± nonshrlnk grout
1.3” metal deck
(ASTM Cilo
CMLI wall per plan
@LDECK
ROOF FRAMING PLAN
AT CMU WALL
5a1: 1/C - 1-0”
CONNECTION
B
Metal deck per plan ii 6”
Li
(2) 3/40 bolts In LSL holes’ tack weld bolts to bottom or steel plate and tighten nuts ringer tight.
Steel beam r t
— 1/4’ Contlnous Bent Pt. w/ 3/40 headed studs @ 24” ac.
x
“-—1’. ± nonshrlnk grout (ASTM C1107)
LSL with bolts
Cn ‘3 Ci
0 METAL DECK AT CMU WALL CONNECTION
scair J;4’ • 1
± ncnshrirk grout (AE’M C1107)
3/4” SearIng P1,
- (2) 3/40 anchcr bolts
Notch CMU as required ror Bearing P1.
CL. LSL and anchor bolts
Nate: Metal deck not shown.
Section X-X
A
— Deck edge attachment
A STEEL BEAM CQNNECTJON TO CMU WALL
S”aie: 3/C • 0-0”
® METAL DECK AT STEEL BEAM CONNECTION
Scale: J/4 • 1.0”
File details come from the government source that posted it. Updated .