17_ITEM 01.3-7_ADD 04_02700SF503.pdf
PDF 432 KB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR Federal contract opportunity
- Solicitation number
- W50S9F-22-B-0001
- Issued by
- Department of the Army National Guard
About this file
This is a summary of an invitation for bid solicitation to construct an F-35 three-bay specialized hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The solicitation seeks a single firm fixed-price contract for construction services including demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three-bay hangar with associated shop and administrative spaces. The hangar bays will include pre-conditioned aircraft air, 270 VDC aircraft power, fire suppression, and hangar bay HVAC. The facility will also require a lightning protection system, fall protection, an Advantor security system, and be registered with the USGBC. The solicitation includes a base CLIN for construction and two options for a paint/mix addition and aircraft rated pavement. Brand name justifications are provided for required Advantor, Andover, Marshall Best, and Monaco Vulcan systems. The bid opening will be conducted in accordance with FAR Subpart 14.4 on SAM.gov. Interested contractors must register in SAM and check the website for any amendments. The estimated value is between $25-100 million.
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Text version
SF503
C3
GRID
GRID
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
5/16 4
4"x3/8" FULL DEPTH
STIFFENER PL
1" DIA A36 STEEL ROD
1/4 1/4
3 SIDES
1/4 1/4
1/4
SF503
C4
GRID
GRID
5/16 4
TYP
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
1" DIA A36 STEEL
ROD TYP
4"x3/8" FULL DEPTH
STIFFENER PL TYP
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
1/4 1/4
TYP
1/4
1/43 SIDES
TYP
SF503
B1
NOTE: BEAMS AND TOP FLANGE OF
GIRDER NOT SHOWN FOR CLARITY
GRID
GRID
5/16 4
TYP
5/16 4
TYP
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
HSS5X2-1/2X1/4 w/ (4) 3/4"
DIA A325-N BOLTS TYP
8-1/2"x15"x3/8" PL
12"x3/8" BENT PL
GRID
GRID
SF503
B3
5/16 4
TYP
3/8" SHEAR PL BTWN TOP
STIFFENER AND CAP PL w/
(4) 3/4" DIA A325-N BOLTS
L4X4X3/8 w/ (3) 1" A325-N
BOLTS
1/2" FULL DEPTH
STIFFENERS
9"x3/8" BENT PL
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
1" DIA A36 STEEL
ROD
1/4
SF503
A4
GRID
GRID
5/16 4
TYP
5"x3/8" FULL DEPTH
STIFFENER PL
8"x3/8" BENT PL
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP1/4
TYP
GRID
1" DIA A36 STEEL
ROD TYP
NOTE: FRONT FLANGE OF COLUMN
NOT SHOWN FOR CLARITY
3"x3/8" BENT PL w/ (1)
1" DIA A325-N BOLT
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
4"x3/8" FULL DEPTH
STIFFENER PL TYP
8 1/2"x1'-4"x3/8" PL w/ (5)
3/4" DIA A325-N BOLTS
TYP
1/2" FULL DEPTH
STIFFENER TYP
STRIP ONE SIDE OF
BEAM FLANGE AS
REQUIRED TYP
1/4
1/4 3 SIDES
TYP
GRID
1" DIA A36 STEEL
ROD
3"x3/8" BENT PL w/
(1) 1" DIA A325-N
BOLT
8 1/2"x1'-4"x3/8" PL w/
(5) 3/4" DIA A325-N
BOLTS
4"x3/8" FULL DEPTH
STIFFENER PL
3/8" CAP PL
1/4 1/4
3 SIDES
STRIP ONE SIDE OF
BEAM FLANGE AS
REQUIRED
NOTE: REFER D1 / SF503
GRID
1" DIA A36 STEEL
ROD TYP
HSS5X2-1/2X1/4 w/ (4)
3/4" DIA A325-N
BOLTS TYP
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
8-1/2"x15"x3/8" PL
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
1/4" BENT PL1/4
2 1/4
2 3/41/4 1/4
TYP
3-1/2"x8-1/2x3/8" PL w/ (3) 3/4" DIA
A325-N BOLTS TYP
D3 / SF503NOTE: REFER
SF503
B2
GRID
GRID
5/16 4
TYP
5/16 4
TYP
1" DIA A36 STEEL
ROD TYP
3"x7"x3/8" PL w/ (1) 1"
DIA A325-N BOLT TYP
HSS5X2-1/2X1/4 w/ (4) 3/4"
DIA A325-N BOLTS
8-1/2"x15"x3/8" PL 12"x3/8" BENT PL
15"x3/8" BENT PL
L3X2-1/2X5/16 LLH
14-1/2"x4"x3/8" PL
3/4" DIA A325-N BOLT
GRID
1" DIA A36 STEEL
ROD TYP
1/4" BENT PL
2 1/4
2 3/4 3-1/2"x6"x3/8" PL w/
(2) 3/4" DIA A325-N
BOLTS
3-1/2"x8-1/2"x3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
4"x14-1/2"x3/8" PL
6" L3X2-1/2X5/16
LLH EACH SIDE
OF PLATE
6"x10"x3/8" PL
(2) 3/4" DIA
A325-N BOLTS
HSS5X2-1/2X1/4 w/ (4)
3/4" DIA A325-N
BOLTS
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
12"x3/8" BENT PL w/ (8) 3/4"
DIA A325-N BOLTS. (4)
BOLTS ALONG EACH LEG
1/4
1/4 1/4
TYP
NOTE: REFER D4 / SF503
1" DIA A36 STEEL
ROD
5"x3/8" FULL DEPTH
STIFFENER PL
8"x3/8" BENT PL 3"x7"x3/8" PL w/ (1) 1"
DIA A325-N BOLT TYP
3-1/2"x6"x3/8" PL w/ (2)
3/4" DIA A325-N BOLTS
w/ LSL FOR ERECTION.
WELD SHAPE AFTER
LINE UP OF HANGAR
DOOR SUPPORT.
L4X4X1/2 w/ (2) 3/4"
DIA A325-N BOLTS
10"x14"x3/8" PL
5"x11"x3/8" PL w/ (3) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
1/4 6 1/4 6
1/4 1/4
HSS12X2
TO W12
1/2"X12"X1'-0" PL W/ (4)
3/4" DIA A325-N BOLT
HSS12X12 (REF ELEV)
COPE W12 FLANGE
1/4"X4"X6" CONT BENT PL1/4
HSS12X2
TO PL
(2) 3/4" DIA A325-N
BOLTS w/ LSL FOR
ERECTION. WELD
SHAPE AFTER
LINE UP OF
HANGAR DOOR
SUPPORT.
(4) 3/4" DIA A325-N
BOLTS w/ SLOPED
WASHERS. SHIM AS
REQUIRED
1/4 1/4
1/4
1/4
3 SIDES
1/4 3
3 SIDES
3"
3"
NOTE: ADDITIONAL CONNX
INFORMATION REFER TO
SECTION . GC TO
COORD ALIGMENT OF HANGAR
DOOR SUPPORT WITH MFG.
B1 / SF504
4" 3" 4"SF504
D3
NOTE: REFER C1 / SF503
1/4 1/4
1' -2
10"
GRID
1" DIA A36 STEEL
ROD
3/8" SHEAR PL BTWN TOP
STIFFENER AND CAP PL w/
(4) 3/4" DIA A325-N BOLTS
L4X4X3/8 w/ (3) 1" DIA
A325-N BOLTS
1/2" FULL DEPTH
STIFFENERS
9"x3/8" BENT PL (1)
1" DIA A325-N
BOLT
3"x7"x3/8" PL w/ (1)
1" DIA A325-N BOLT
TYP
3/8" CAP PL
1/4
STEEL COLUMN REFER
PLAN
NOTE: REFER C2 / SF503
BRACING ROD NOTES:
1. PROVIDE TURNBUCKLE FOR 1" DIA ROD NEAR MID-SPAN OF
ROD WHEN FACTORY LENGTH OF ROD IS SMALLER THAN
BRACING LENGTH REQUIRED. COORDINATE FINAL LOCATION OF
TURNBUCKLES WITH ARCHITECT PRIOR TO FABRICATION.
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
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B
A
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54321
DECEMBER 23, 2021
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6/24/2022 5:13: 07 PM
FRAMING DETAILS
SF503
TJD
GMR
GMR
0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND1 SCALE: 1" = 1'-0"
SECTIOND2 SCALE: 1" = 1'-0"
SECTIOND3
SCALE: 1" = 1'-0"
SECTIONC2SCALE: 1" = 1'-0"
SECTIONC1 SCALE: 1" = 1'-0"
SECTIONC4SCALE: 1" = 1'-0"
SECTIONC3
SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND4
SCALE: 1" = 1'-0"
SECTIONB2
SCALE: 1" = 1'-0"
SECTIONA4
SCALE: 1" = 1'-0"
SECTIONB3
1 ADDENDUM 4 06/28/2022
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
GENE O.
BROWN
E-47748
OKLAHOMA CITY
OK
File details come from the government source that posted it. Updated .