Addendum 3 - SB506-FOUNDATION DETAILS.pdf
PDF 759 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 is an Addendum to the foundation details for a federal construction project. The addendum provides detailed design specifications, including dimensions, reinforcement, and connection details for the foundation, slabs, piers, and other structural elements of the Corrosion Control Facility. It includes plan views, sections, and notes describing the concrete work, reinforcement, expansion materials, and other requirements.
The related federal contract opportunity is for the construction of a new 12,200 square foot Corrosion Control Facility for the Texas Air National Guard at Joint Base San Antonio - Kelly Field Annex. The contract has a base bid, four options, and several brand name items. The project is set aside for small businesses and has an estimated cost between $10-25 million. A site visit and pre-bid conference are planned, and all questions/RFIs must be submitted prior to bid opening.
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Text version
TOP OF SLAB
100'-0"
D
1"
2'-9" 1'-6" 1'-6" 4'-5"
10'-2" 8" 1'-0"
10'-6" 1'-2"
PIERPIER
C
LR6"
1" 10'-0"
2'- 0"
4" 1'-
1"
1'-0" 1'-0" 1'-0"
3'-0" 7'-7"
1' -8
6"
1.
2.
NOTE:
BEARING PEDESTAL SHALL BE
CAST MONOLITHICALLY WITH
THE FOUNDATION BELOW.
PROVIDE BOND BREAKER AT
ROUNDED TOP OF BEARING
PEDESTAL.
6" 3"3" 6"
10"
TYP
1" C
LR
2'-4"
STRUCTURAL CONC SLAB
(APPROACH / BRIDGE)
REFER PLAN FOR REINF
BEARING REFER SIMILAR
BEARING DETAIL AT
OPPOSITE EDGE.
6"
3" 1'-6" 3"
1'-8"
E
1/8" / 12"
PAVEMENT
(REFER CIVIL)
EXPANSION
MATERIAL
30# FELT BOND
BREAKER (2) #5 CONT
(4) #6 LONG TOP AND BOT
#5 AT 12" OC TRANS TOP AND BOT
#5 DOWELS AT 12" OC3"
C
LR
2"
8 8
ADD'L REINF #6 AT 6" OC
(2) #5 CONT
3/4" DIA THREADED RODS
WITH LEVELING NUTS, 12"
EMBED WITH POST-INSTALL
PRODUCT TO BE SUBMITTED
FOR APPROVAL.
#5 DOWEL AT 12" OC
(2) #5 CONT1818
DOOR RAIL
TWO POUR SYSTEM
AROUND RAIL
L5x3x5/16 LLH RAIL
SUPPORT AT 5'-0"
TRENCH GRATE AND
FOUNDATION DETAILS
(REFER SHEET S-005)
CONC TOPPING
#5 BENT DOWELS
AT 12" OC
WATERSTOP
(6)#8 CONT TOP AND BOT,
TYP
#4 STIRRUPS,
REFER 2/S-004#4 BAR AT 10" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
#4 BAR AT 16" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
2" C
LR
EXPANSION MATERIAL
VA
R
IE
S
1' -4
NOTE: COORD ALL DIMENSIONS WITH
HANGAR DOOR MANUFACTURER
6"
SOIL RETAINER
D 4" 4" 2'-9" 1'-6" 1'-6" 3'-7" 10" 4"
1' -8
1'
-4
6"6"
E
3/4" DIA THREADED RODS WITH
LEVELING NUTS, 12" EMBED WITH
POST-INSTALL PRODUCT TO BE
SUBMITTED FOR APPROVAL.
DOOR RAIL
TWO POUR SYSTEM
AROUND RAIL
L5x3x5/16 LLH RAIL
SUPPORT AT 5'-0"
#4 BAR AT 10" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
#4 BAR AT 16" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
6" 3'
-0
(6)#8 CONT TOP AND BOT, TYP
#4 STIRRUPS,
REFER 2/S-004
PIER PIER
8'-0" 1'-3"
TOP OF SLAB
100'-0"
DSB503
E4
1'-9" 9'-8" 1'-8" 8"
E SB503
A4
1" EXPANSION
MATERIAL
1/2" NEOPRENE
PAD
TWO POUR SYSTEM
AROUND RAIL
#4 BAR AT 10" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
#4 BAR AT 16" OC,
TOP AND BOT
#6 BAR AT 6" OC,
TOP AND BOT
(6)#8 CONT TOP AND BOT,
TYP
#4 STIRRUPS,
REFER 2/S-004
6" 1'
-4
1' -8
"(1) #6 CONT
#5 BENT DOWELS
AT 12" OC
#5 BENT BAR AT
12" OC
1" 4" 10"
BRICK
(REFER ARCH)
CONCRETE STOOP
(REFER SLAB PLAN)
2" C
LR
SOIL RETAINER
8"
#4 BENT DOWEL
AT 8" OC
#4 BARS EA WAY
SLAB AND WALL
TYP
1'-2" 6"
6"
ADD (2)-#6x10'-0" BARS
TOP AND BOTTOM AT
BASIN DRAIN
SLAB REBAR
BEYOND
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
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C :\U sers\nolm stead\D ocum ents\90320_Stru_nolm steadFK74B.rvt 09/09/24 16:49:01
2 AUGUST 2024
SB506
FOUNDATION DETAILS
BJW
CGH
CGH
SCALE: 1" = 1'-0"
SECTIONA4
SCALE: 1" = 1'-0"
SECTIONA6 SCALE: 1" = 1'-0"
SECTIONE6 0 6" 1' 2'
1" = 1'-0"
1 ADDENDUM 03 09/09/2024
File details come from the government source that posted it. Updated .