A1 - T-Wall Blueprint 27 Mar 24 Salient Characteristics.pdf
PDF 107 KB Posted
- Attached to
- REQUEST FOR QUOTE T-WALLS
- Solicitation number
- M0026426Q0083
- Issued by
-
United States Marine Corps
About this file
This document is a technical drawing specification for concrete foundation and footing construction, specifically detailing rebar layout requirements across multiple views.
The specification establishes concrete strength requirements of 5000 PSI for all concrete work and mandates that all rebar be #5 grade. The rebar layout includes double-mat #5 rebar spaced at 8 inches on center in the main foundation area, with #5 rebar at 12 inches on center in secondary areas. The design incorporates 2'x2' tail extensions spaced at 8 inches apart for load distribution. The side views illustrate both the horizontal and vertical rebar configurations, while the top view of the footer rebar layout shows a 4'-8" width dimension with integrated tail placements. Specific spacing requirements, edge details measuring 6"-7" height, and 6'-6" length specifications are provided to ensure proper structural reinforcement and load-bearing capacity of the concrete foundation system.
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Other files
| File | Type | Posted |
|---|---|---|
| D1 - RFQ Solicitation - M0026426Q0083.pdf |
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Text version
7'
6' -6
8"
8"
Side View (1)- Rebar Layout
7"
Side View (2)- Rebar Layout
7"
6' -6
#5 Rebar 8" O.C.
#5 2'x2' Tails @ 8" Spacing
#5 Rebar @12" O.C.
Top View- Footer Rebar Layout
6"
4" 8"
#5 2'x2' Tails
7'
4'-8"
**NOTES***
1). ALL Concrete to be
5000 PSI
2). ALL REBAR to be #5#5 Rebar @ 12" O.C.
Double Mat #5 Rebar 8" O.C.
1'
AutoCAD SHX Text Scale
AutoCAD SHX Text Project
AutoCAD SHX Text Date
AutoCAD SHX Text Sheet
AutoCAD SHX Text UD Contracting Inc.
| Sheets and Views |
| Quantico VA-D-Size Layout |
File details come from the government source that posted it. Updated .