15_ITEM 01.3-5_ADD 04_02700SF105.pdf
PDF 515 KB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR
- Solicitation number
- W50S9F-22-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This document provides details for an unrestricted invitation for bid for construction services. The 115th Fighter Wing at Dane County Regional Airport -Truax Field in Madison, WI intends to issue an IFB for award of a single firm fixed-price contract to construct a new three-bay hangar facility compatible with the F-35 mission. Scope of work includes demolishing an existing building and constructing a 31,000 square foot hangar with bays for pre-conditioned aircraft air, 270VDC power, fire suppression, and HVAC. Administrative and shop spaces will also be included to accommodate a future paint booth and composite clean/dirty spaces. The facility will require a lightning protection system, fall protection, and an Advantor security system. Brand name requirements are specified for the security, DDC, key/core, and fire alarm systems. A pre-bid conference and site visit will be held, with bids due on SAM.gov. The contract duration is 550 days from notice to proceed. The project magnitude is between $25-100 million. The NAICS code is 236220 for commercial and institutional building construction.
View the file
Other files
Show 40 more
Latest 50 of 147 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
J
J
M
M
K
K
L
L
D1
SF210
W30X116
W30X116
W30X116
W30X116
W30X116
W
X3
W
X3
W
X3
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
H S
S1 2X
X1
/4 H
S S1
2X
X1 /4
HSS12X12X1/4HSS12X12X1/4
W
X3
W
X3
W
X3
W16X36 W16X36
1'-10" 20'-6" 20'-8" 20'-6" 1'-10"
1' -1
0"
'-6
'-0
'-1 0"
'-4
/4
9'
-0
1' -1
0"
A1
SF401
SF502
D1
SF502
D2
B1
SF501
TYP
B1
SF501
TYP
1" DIA ROD
BRACING TYP
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W16X36
HSS12X12X1/4
W
X3
W
X3
W
X3
H S
S1 2X
X1
/4
4'-2" 4'-1" 4'-1" 4'-1" 4'-1" 4'-2" 4'-1" 4'-2" 4'-1" 4'-2" 4'-1" 4'-1" 4'-1" 4'-1" 4'-2"
A1
SF402
W14X22
0"
SF502
C3
D1
SF503
D2
SF503
D3
SF503
AT GRID 6
SF502
C1
TYP
TYP
SF503
C4
SF503
C3
D4
SF503
W14X22
W14X22
H S
S1 2X
X1
/4
0'
-8
/4
61'-8"
DECK BRG
129'-8 1/2"
DECK BRG
133'-10 3/4"
'-0
" 10
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.
L2-1/2x2-1/2 KICKER NOTED IN DETAIL B3/S-002 NOT
REQUIRED AT THESE LOCATIONS.
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\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
.rvt
6/24/2022 5:13: 04 PM
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
3 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 .