27_ITEM 01.3-13_ADD 02_02700SF106.pdf
PDF 503 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 solicitation is an invitation for bid to construct a new three-bay specialized hangar facility at Dane County Regional Airport-Truax Field in Madison, Wisconsin. The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot hangar compatible with F-35 operations along with associated administrative and shop spaces. Work will provide pre-conditioned aircraft air, 270VDC power, fire suppression, HVAC, and accommodate a future paint booth and composite areas. Additional requirements consist of lightning protection, fall protection, an Advantor security system, and the project will pursue a USGBC rating. The base bid includes construction with options to add a paint/mix addition and aircraft-rated pavement. The bid due date is TBD and award will be made to the responsive and responsible lowest bidder. The contract duration is 550 days with a magnitude between $25-100 million. The NAICS code is 236220 and businesses must register in SAM to receive and respond to the solicitation, which is posted on SAM.gov along with the brand name justifications.
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Text version
G
G
F
F
E
E
C
C
H
H
W
X1
W
X1
W16X36 W16X36
W14X22 W14X22
W
X1
W
X1
W16X26 W14X22
W16X26 W14X22
W16X26 W14X22
W16X26 W16X26
W16X26 W16X26
W14X22 W14X22
W14X22 W14X22
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W16X26 W16X26
W16X26 W16X26
W16X26 W14X22
W16X26
W14X22
W16X26 W14X22
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W14X22 W16X26
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W14X22 W16X26
W14X22 W16X26
W16X26 W16X26
W16X26 W16X26
W14X22 W14X22
W14X22 W14X22
HSS12X12X1/4 HSS12X12X1/4
HSS12X12X1/4 HSS12X12X1/4
2'-2" 23'-10" 22'-0" 22'-6" 9'-0" 1'-10"
'-4
'-6
'-6
'-6
'-6
'-4
B1
SF401
B2
SF401
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W16X26
W16X26
W16X26
W16X26
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W16X26 W14X22
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W16X26
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W16X26
W16X26
W16X26
W16X26
W16X36 W16X36 W16X36 W16X26
HSS12X12X1/4
HSS12X12X1/4
W16X36
HSS12X12X1/4
H
SS
X1
2X 1/
H
SS
X1 2X
1/
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SS
X1
2X 1/
H
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X1 2X
1/
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HSS12X12X1/4
W16X26
2' -2
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-4
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3' -0
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-3
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-3
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1'
-1 0"
1" DIA ROD
BRACING TYPICAL
EF
150 LBS
EF
65 LBS
EF
65 LBS
EF
150 LBS
B1
SF402
B2
SF402
5"
W
X1
W
X1
SF502
C1
TYP
SF502
C1
TYP
77'-4"
6'
-8
D E
C K
BR
G
0'
-8
D E
C K
BR
G
3'
-1
3/ 4"
EHRU
3850 LBS
EHRU
3850 LBS
10'-0" 11
101010101010
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
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021N
N
PROJECT
KEYPLAN
A
PLAN TRUE
C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D
.rvt 6/7/2022 9:10:3 7 A
M
HIGH ROOF FRAMING PLAN -
SECTOR TWO
SF106
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLAN - SECTOR TWOA1
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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