SB102-SLAB AND WALL PLAN.pdf
PDF 304 KB Posted
- Attached to
- Construct Mission Training Center (MTC) Facility
- 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
8 5
5 4
4 3
F
C C
A A
D
B B
'-1
0"
'-4
'-0
'-1 0"
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"
HSS6X6X1/4
HSS6X6X1/4
HSS6X6X1/4HSS6X
6X
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HSS6X6X1/4 HSS6X
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SB501
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SB501
D2
TYP AT
RECESSED
FLOOR
SB501
D3
SB501
B1
TYP
TYP AT
TRENCH END
TYP AT
PERIMETER
'-1
0"
'-9
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'-5
SB501
B2
3' -0
1' -8
7' -0
/4
1' -0
5' -1
1"
1' -0
'-1
1/
2"
4' -1
1/
2"
'-1
1/
2"
1' -0
5' -1
1" 1' -0
7' -0
/4
1' -8
4' -2
/8
1'-2 7/8"
1'-2 7/8"
SB501
B3
SB501
B4
12'-6"2'-7"2'-7"12'-6"
2'-7"12'-6" 12'-6"2'-7"
/8
/8
SB501
D3
SIM
SB501
B3
SIM
SB501
D1
SIM
SB501
A1
SB501
A2
SB501
A3
SB502
D1
SB502
D2
SB502
D4
8 1/4" 16'-1 3/4" 18'-1 3/4" 8 1/4"
SB502
D1
SIM
TYP AT
POST
SB501
D2
SIM
SB501
D1
SIM
SB502
D4
SIM
10 7 6
B.7
C.3
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0"
'-9
6' -7
9'
-5
6' -7
'-1 0"
28'-11" 19'-9" 3'-4" 20'-8" 30'-10" 16'-10" 18'-10" 30'-10"
SPAN SPAN
SPAN
SPAN SPAN
SPAN SPAN
SPAN SPAN
134 12
SPAN SPAN
SPAN
SPAN SPAN
SPAN SPAN
SPAN SPAN
SPAN
SPAN SPAN
1 1
SPAN SPAN
1 1 1 1
1 1 1 1
SB502
B2
SB502
B1
SB502
D5
SB502
B4
SB502
A1
10'-1" 9'-1"
1'-6"
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SB502
A2
#6 A
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4' -0
1'-2 7/8" 1'-5" 5'-0"
3'-7 3/4" 5'-3 1/2" 1'-11 5/16"
6' -0
3'
-3
3" 1'
-2
/8
2' -7
TYP AT
STOOP
STOOP STOOP
STOOP
STOOP
STOOPSTOOP STOOP
STOOP
8" CMU TYP
(REFER ARCH)
3'-7 1/2"
5"
(3)-#4 BENT DOWELS AT
COLUMN, STACKED, 6"
ON CENTER 8
12 12
(6)-#4 EPOXIED
DOWELS AT COLUMN,
STACKED, 6" ON
CENTER, REFER
B3/SB501
(6)-#4 EPOXIED
DOWELS AT COLUMN,
STACKED, 6" ON
CENTER, REFER
B3/SB501
1/2" CHECKERED
PLATE
ACCESS FLOOR
1/2" CHECKERED
PLATE
ACCESS
FLOOR
1/2" CHECKERED PLATE
1/2" CHECKERED PLATE
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1'-7" 8'-4" 2'-7"
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1'
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5'-2" 6'-4" 5'-4"
6'-8" 6'-4" 7'-4" 6'-4" 2'-3" 5'-1" 3'-4" 5'-4" 3'-4" 2'-8"
1'-7" 8'-4" 2'-7"2'-7" 8'-4" 1'-7"
2' -6
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2'-7" 8'-4" 1'-7"
4' -0
2' -0
2'
-0
A4
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
BJW
CGH
CGH
0 4' 8' 16'
1/8" = 1'-0"
N
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 .