SB102-SLAB AND WALL PLAN.pdf
PDF 304 KB Posted
- Attached to
- Construct Mission Training Center (MTC) Facility Federal contract opportunity
- Solicitation number
- W50S78-24-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document is a government solicitation for the Construction of a 15,200 square foot FTU 4-ship F-16 Mission Training Center (MTC) facility at Joint Base San Antonio (JBSA) Lackland Air Force Base (AFB) for the Texas Air National Guard (TXANG) 149th Fighter Wing (FW).
The solicitation provides details on the required construction scope, including site work, landscaping, utilities, structural systems, building systems, and specialized equipment. It also includes a base bid along with 8 additional bid options. The project is set aside 100% for Small Businesses under NAICS code 236220, with an estimated construction value between $10-25 million. Key brand name items are specified for compatibility with existing systems. Interested offerors must be registered in SAM, and a site visit and pre-bid conference will be held. Proposals are due no later than 5 days before bid opening, with questions and RFIs due 5 days prior. The contract duration is 540 calendar days after notice to proceed.
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Text version
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5 4
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30'-10"18'-10"16'-10"30'-10"10'-7"10'-1"20'-10 1/2"
2'-2 1/2"1'-6"
27'-5"
170'-0"
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1'-2 7/8"
SB501
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12'-6"2'-7"2'-7"12'-6"
2'-7"12'-6" 12'-6"2'-7"
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SPAN SPAN
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SPAN SPAN
SPAN SPAN
SPAN SPAN
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COLUMN, STACKED, 6"
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SF201
SLAB PLAN NOTES
1.
2.
3.
4.
STRUCTURAL CONCRETE SLABS SUB-BASE SHALL
BE PREPARED PER GENERAL NOTES,
GEOTECHNICAL REPORT, AND SPECIFICATIONS
UNLESS NOTED OTHERWISE. OVEREXCAVATION IS
NOT REQUIRED FOR STRUCTURAL SLABS WITH VOID
FORMS.
RECESSSED CONCRETE SLABS AND TRENCHES
SHALL BE CONSTRUCTED OVER A WATERPROOFING
MEMBRANE. REFER ARCHITECTURE DRAWINGS AND
SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL
SUBMIT FOR GOVERNMENT REVIEW THE LOCATONS
OF ALL PENETRATIONS, FIXED SECTIONS AND
REMOVEABLE SECTIONS OF THE 1/2” CHECKER
PLATE TRENCH COVERS TO COORDINATE AND
FUNCTION WITH ALL FLIGHT SIMULATOR CABLING
DISTRIBUTION. THE CONTRACTOR SHALL
COORDINATE THESE PENETRATIONS WITH THE
FLIGHT SIMULATOR MANUFACTURER/INSTALLER
(TRIDENT).
UNO, THE MAIN SLAB REINFORCING, THAT
PARALLEL TO THE SPANS, SHALL BE THE
OUTERMOST MATS OF REINFORCING AND THE
PERPENDICULAR REINFORCING SHALL BE THE
INNER MATS.
18" RECESSED SLAB
12" RECESSED SLAB FOR TRENCH
8" STRUCTURAL CONCRETE SLAB OVER 12" VOID
FORMS
PARALLEL TO SPAN: #6 AT 9" OC TOP
#6 AT 12" OC BOT
PERPENDICULAR TO SPAN: #4 AT 18" OC T&B
10" STRUCTURAL CONCRETE SLAB OVER 12"
VOID FORMS.
PARALLEL TO SPAN: #6 AT 6" OC TOP
#6 AT 12" OC BOT
PERPENDICULAR TO SPAN: #4 AT 16" OC T&B
12" STRUCTURAL CONCRETE SLAB OVER 12"
VOID FORMS.
PARALLEL TO SPAN: #6 AT 5" OC TOP
#6 AT 8" OC BOT
PERPENDICULAR TO SPAN: #4 AT 12" OC T&B
12" STRUCTURAL CONCRETE SLAB OVER 12"
VOID FORMS.
PARALLEL TO SPAN: #6 AT 5" OC TOP
#6 AT 5" OC BOT
PERPENDICULAR TO SPAN: #4 AT 12" OC T&B
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Frankfurt-Short-Bruza Associates,P.C.
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
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15 AUGUST 2024
SLAB AND WALL PLAN
SB102
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CGH
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0 4' 8' 16'
1/8" = 1'-0"
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SCALE: 1/8" = 1'-0"
SLAB AND WALL PLANA1
1 Addendum 02 09/16/2024
File details come from the government source that posted it. Updated .