26_ITEM 01.3-12_ADD 02_02700SF105.pdf
PDF 525 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 document includes an invitation for bid for construction services and the related federal contract opportunity details. The solicitation is for the construction of a new three-bay hangar at Dane County Regional Airport in Madison, Wisconsin to support F-35 operations including fuel cell work, indoor washing, surface coating, and weapons load training. Services required include demolishing an existing building and constructing a 31,000 square foot hangar with specialized aircraft systems and administrative spaces. The bid includes a base price for construction and two options for additional spaces. The contract duration is 550 days with award to the responsive and responsible lowest bidder. The estimated value is between $25-100 million. The NAICS code is 236220 and small business goals apply. The pre-bid conference will be held on-site with the bid opening following standard FAR procedures. The solicitation and amendments are available on SAM.gov and inquiries must be submitted in writing. The response due date and award timing are not specified.
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Text version
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K
K
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D1
SF210
W30X116
W30X116
W30X116
W30X116
W30X116
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X3
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HSS12X12X1/4HSS12X12X1/4
W
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W
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W
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1'-10" 20'-6" 20'-8" 20'-6" 1'-10"
1' -1
0"
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9'
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1' -1
0"
A1
SF401
SF502
D1
SF502
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SF501
TYP
B1
SF501
TYP
1" DIA ROD
BRACING TYP
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DECK BRG
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DECK BRG
133'-10 3/4"
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10101010
1. PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF GIRDERS AND
BEAMS . SPACE FLANGE BRACES AT 10'-0" OC TYP W/ ADD'L
LOCATIONS AS NOTED.
2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE
PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY
BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO METAL
DECK FROM BELOW IS NOT ALLOWED.
3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON
PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL FOR
ADDITIONAL INFORMATION. GC TO COORDINATE FINAL LOCATION
AND SUPPORT REQUIREMENTS.
HIGH ROOF FRAMING PLAN NOTES
1 ROOF DECKING
1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED
WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT
ALL SUPPORTS AND AT PERIMETER. PROVIDE #10
TEK LAP FASTENERS 20" OC.
2 NOT USED.
3 NOT USED.
4 RIGID RAIL FALL ARREST REFER TO .
5 NOT USED.
6 NOT USED
7 SUSPENDED FAN BELOW. 290 LBS ASSUMED WEIGHT.
8 PROVIDE ROOF FRAMING KICKERS AT 10'-0" MAX SPACING
TYPICAL.
HANGAR REFER AND
ADMIN REFER AND
C1 / SF502
C1 / SF502 C2 / SF502
C3 / SF502
MOMENT CONNX
A1 / S-002
MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER
TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD
FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO
SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN
SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR
WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING
AND COLD FORMED FRAMING AT WALL OPENINGS.
FALL ARREST ANCHOR PER DETAIL B3/S-002
FALL ARREST ANCHOR SIMILAR TO DETAIL B3/S-002 USING
SECONDARY BEAM INSTEAD OF ANGLE L4x4
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
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54321
DECEMBER 23, 2021N
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PROJECT
KEYPLAN
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HIGH ROOF FRAMING PLAN -
SECTOR ONE
SF105
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLAN - SECTOR ONEA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 1 04/22/2022
2 ADDENDUM 2 06/08/2022
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
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