CRFQ DOT2700000013 Exhibt A Drawings.pdf
PDF 511 KB Posted
- Solicitation number
- CRFQ 0803 DOT2700000013 1
- Issued by
- Kanawha County, West Virginia
About this file
This is an Exhibit A drawing document for a West Virginia Department of Transportation infrastructure project involving epoxy coated rebar for the Medina Interstate Salt Shed. The project specifications detail reinforcing steel requirements, including materials rated at 60 KSI or greater with minimum splice lengths of 30 times the bar diameter in accordance with ACI 318 Building Code Requirements for Structural Concrete. The drawings specify multiple footing marks (F405E through F811E), wall marks (W500E through W810E), slab marks (S451E through S501E), and approach marks (A401E and A402E) with quantities, types, lengths, and dimensional specifications for each reinforcing steel element.
The material requirements summary indicates a total of 625 cubic yards of concrete, 80,791 pounds of epoxy-coated steel, 262 cubic yards of stone barrier, and 7,122 square feet of vapor barrier across four structural components: walls, footers, approach, and slab. The Class H epoxy-coated reinforcing steel is specified throughout the project. The drawings establish precise construction specifications and material quantities necessary for bidders to accurately estimate costs and prepare proposals for the supply and installation of epoxy-coated rebar for this salt shed facility.
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Other files
| File | Type | Posted |
|---|---|---|
| CRFQ DOT2700000013 Specifications.pdf | ||
| CRFQ DOT2700000013 Terms and Conditions.pdf | ||
| CRFQ DOT2700000013 Exhibt B Pricing Page.xlsx | XLSX spreadsheet | |
| CRFQ DOT2700000013 Inst to Vendors.pdf | ||
| Final_CRFQ_0803_DOT2700000013_1_WV_CRFQ_FORM.PDF |
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Text version
NOTE:
1. ALL REINFORCING STEEL SHALL BE 60KSI OR GREATER.
2. THE MINIMUM ALLOWABLE SPLICE LENGTH IS
30 TIMES THE BAR DIAMETER (30*D).
3. THE SPLICES SHALL CONFORM TO THE LATEST ACI 318: BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
FOOTING
MARK TYPE NUMBER LENGTH A B
F405E STR 89 20'-0"
F501E STR 644 9'-0"
F502E STR 80 40'-0"
F503E STR 40 32'-7"
F504E STR 80 37'-9"
F505E STR 89 20'-0"
F810E 1 770 8'-0" 1'-4" 6'-8" F811E 3 6 3'-7" 1'-4" 2'-3"
WALL
MARK TYPE NUMBER LENGTH A B
W500E STR 8 4'-0"
W501E STR 140 40'-0"
W502E STR 32 34'-0"
W503E STR 40 26'-9"
W504E STR 4 3'-10"
W505E STR 16 16'-1"
W506E STR 6 4'-9"
W507E STR 56 24'-1"
W508E STR 16 7'-1"
W520E STR 112 6'-0" 3'-0" 3-0"
W810E STR 770 12'-9"
SLAB
MARK TYPE NUMBER LENGTH A B
S451E STR 19 20'-3"
S452E STR 336 19'-3"
S454E STR 4 8'-8"
S457E STR 100 17'-1"
S501E STR 336 5'-0"
APPROACH
MARK TYPE NUMBER LENGTH A B
A401E STR 10 19'-6"
A402E 4 20 11'-0" 1'-" 9'-6"
CLASS H EPOXY CTD. CLASS 1 VAPOR
CONC STEEL STONE BARRIER
(CYD) (LBS) (CYD) (SF)
WALL 182 37900
FOOTER 242 34952
APPROACH 8 277 5 200
SLAB 193 7662 257 6922
TOTAL 625 80791 262 7122
E134507 Text Box Exhibit A - Page 1
E134507 Text Box Exhibit A - Page 2
File details come from the government source that posted it. Updated .