Addendum 3 - SB507-FOUNDATION DETAILS.pdf
PDF 349 KB Posted
- Attached to
- Construct Corrosion Control Facility Federal contract opportunity
- Solicitation number
- W50S78-24-B-0002
- Issued by
- Department of the Army National Guard
About this file
This document contains an addendum related to the foundation details for a federal contract opportunity to construct a new Corrosion Control Facility for the Texas Air National Guard at Joint Base San Antonio - Kelly Field Annex.
The solicitation is for a single firm fixed-price construction contract to build a 12,200 square foot facility that includes an environmentally controlled aircraft wash area, hangar space for corrosion treatment and repair, paint preparation and application areas, and administrative spaces. The contract duration is 540 calendar days. This project is set aside 100% for Small Businesses under NAICS code 236220. The solicitation includes a base bid and four optional items related to the building systems and finishes. Brand name items are specified for compatibility with existing installation systems. A site visit and pre-bid conference are scheduled, and all questions must be submitted prior to bid opening. The government will not provide paper copies of the solicitation documents.
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Text version
TOP OF SLAB
100'-0"
B
1'-0" 1'-0" 12" VOID FORM, TYP
UNDER ALL GRADE
BEAMS AND INTERIOR
SLABS
15 MIL VAPOR
RETARDER UNDER ALL
SLABS
CONCRETE SLAB
(REFER PLAN)
GRADE BEAM
(REFER PLAN)
W/ (6) #8 TOP AND BOT
#4 DOWELS TO
MATCH SLAB
REINF SPACING
SOIL RETAINER
1' -4
1'
-4
#4 TIES TYP
(REFER TYPICAL DETAIL
FOR SPACING)
VA
R
IE
S
VA
R
IE
S
TOP OF SLAB
100'-0"
PIER BEYOND,
TYP
12" VOID FORM, TYP
UNDER ALL GRADE
BEAMS AND INTERIOR
SLABS
15 MIL VAPOR
RETARDER UNDER ALL
SLABS
CONCRETE SLAB
(REFER PLAN)
GRADE BEAM
(REFER PLAN)
W/ (6) #8 TOP
AND BOT
#4 DOWELS TO
MATCH SLAB
REINF SPACING
SOIL RETAINER
1' -4
1'
-4
VA
R
IE
S
3" 1'-6" 3"
VA
R
IE
S
TOP OF SLAB
100'-0"
RIBBED MAT CONC SLAB
(REFER PLAN)
4" 8"
1' -0
1'-4" #4 EXTENDED U BAR TO MATCH
SPACING OF SLAB REINF
18"
10"
TOP OF SLAB
100'-0"
RIBBED MAT CONC SLAB
(REFER PLAN)
4" 8"
1' -0
1'-4"
#4 EXTENDED U BARS TO MATCH
SPACING OF SLAB REINF
18" 18"
10"
2"
5/8" HOLES
FOR CONT #3 REBAR
ANGLE FRAME FOR TRENCH GRATE
1'-11 7/8"
PLAN VIEW
FRONT SECTION VIEW
EN
D
S
EC
TI
O
N V
IE
W
EXTRA HEAVY DUTY AIRPORT TRENCH
GRATE HAVING PROOF LOAD OF 200,000
POUNDS.
" A
T W
ID
EN
ED
T
R
EN
C H
A T
D R
AI
N
8" 8"
2"
2"
TOP OF SLAB
99'-8 3/8"
PROVIDE ADDL #4 BARS
EACH SIDE OF TRENCH
TOP OF FTG
98'-8"
F6
SB507
CONTRACTOR TO COORDINATE
LOCATION OF MELT SNOW
SYSTEM, REF ELECTRICAL
#4 BENT BAR AT 12" OC TYP
EA SIDE OF TRENCH
5"
C
LR3"
2'-0"
1' -0
/8
CONT PL 1/2"x2"
(GALV)
DRILL AND COUNTERSINK FOR
1/2" DIA BOLT (GALV) LOCATION AS SHOWN
IN DETAIL
1/2" CHECKERED PLATE
(GALV)
L3 1/2"x2 1/2"x1/4 (LLH) GALV W/ 1/2" DIA x
4" HEADED STUDS AT 10" OC
1/2" DIA NUT
(GALV)
NOTE: WELD TOGETHER
PRIOR TO GALVANIZING.
2" 1/8"
3/4" 1 3/4"
3/16 2-12
TACK
1/ 2"
4 5/8"
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Frankfurt-Short-Bruza Associates,P.C.
20190320
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
TX
AN
G Pr oj ec t N um be r:
KE
LL
JB
SA
Ke lly A nn ex , T X
Te xa s Ai r N at io na l G ua rd 9t h
FW
Co rro sio n Co nt ro l F ac ilit y
NDM
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A B C D
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H I
I
C :\U sers\nolm stead\D ocum ents\90320_Stru_nolm steadFK74B.rvt 09/09/24 16:50:30
2 AUGUST 2024
SB507
FOUNDATION DETAILS
BJW
CGH
CGH
SCALE: 1" = 1'-0"
SECTIONA2 SCALE: 1" = 1'-0"
SECTIOND2 SCALE: 1" = 1'-0"
SECTIONF2
SCALE: 1" = 1'-0"
SECTIONA4
0 6" 1' 2'
1" = 1'-0"
1 ADDENDUM 03 09/09/2024
SCALE: NTS
TYP TRENCH ANGLE FRAME DETAILG4
SCALE: NTS
TRENCH GRATED5
SCALE: NTS
SECTION AT RAIL TRENCH - TYPA6 SCALE: NTS
RAIL TRENCH DETAILF6
File details come from the government source that posted it. Updated .