17_ITEM 01.3-7_ADD 03_02700SF102.pdf
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- 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 an invitation for bid for construction services to build an F-35 three bay specialized hangar 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 three bay hangar with associated administrative and shop spaces to support fuel cell operations, indoor wash requirements, squadron level surface coating operations and weapons load training. The facility will also require a lightning protection system, fall protection, and an Advantor security system.
The solicitation includes a base CLIN for construction of the new hangar and two option CLINs, one for a paint/mix addition and another for aircraft rated pavement. The pre-bid conference will be held on-site at Truax Field and bids must be submitted through the System for Award Management website. The contract duration is 550 days from notice to proceed. The estimated value is between $25-100 million and the North American Industry Classification Code is 236220. The Department of the Army National Guard is the issuing agency.
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Text version
J
GFEC
C
B
B
MK LD
H
8C1
SF209
D1
SF210
W
X3
W18X35 W18X40
W18X35
W
X4
W18X35 W21X44
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
X4
W
X4
W
X4
W12X14
W 10X22
W10X12
14'-2 3/8" 5'-10 3/4" 2'-8 1/4"
10'-10 5/8" 25'-8 1/8" 35'-2 3/4" 2'-11"
20'-6" 20'-8" 20'-6"
3' -1
0"
9' -9
'-7
'-6
'-0
'-1
0"
'-4
/4
9' -0
'-0
/8
C1
SF202
C1
SF207
C1
SF206
C1
SF208
C4
SF402
W16X26
W
X2
W
X2
W
X2
W
X2
W
X2
W16X26
W
X2
W
X2
4'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 4'-9 1/4"
4'-0 1/8"
5'-0" 3'-9" 3'-9 1/4"
1'-7 1/4"
2'-11"
W
X2
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X5
W
X1
W
X1
W
X1
W18X35
3'-8" 5'-0" 5'-0" 5'-3 1/2" 4'-3 1/2"
5'-2" 5'-3" 4'-0" 5'-0"
1'-3 1/8" 3'-8 7/8"
5'-0" 5'-0" 4'-0"
4'-3 1/8" 8 7/8" 5'-0" 4'-9 5/8"
3'-11 3/4"
3'-4 3/8" 4'-7 3/8" 4'-2 1/2"
4'-9 1/2"
2'-10 1/4"
3' -6
/8
7' -8
/2
7'
-9
/2
4 1/4"
C.2 G.6F.7B.7
4.3
3/4"
1 1/2"
2' -3
/2
3'
-6
3' -6
1/ 2"
4'-1 3/8"
4 1/2"
4'-6" 4'-6"
1'-6 1/8"
HVU-1
1500 LBS
RTU
2670 LBS
EF
72 LBS
2'-11"
W
X2
1'-4 5/8"
1'-1 3/8"
W16X26
W16X26 W16X26
W16X26
W
X3
BRACING
BR
AC
IN
G
BR
AC
IN
G
MATCHLINE
SEE A1 /
SF103
MATCHLINE
SEE A1 /
SF103
A1
SF206
A1
SF208
A1
SF207
A1
SF209
W
X2
CMU
WALL
STEEL
FRAMING
W
X2 21' -0
SF504
A3
SF502
C1
TYP
SF502
C2
TYP
SF507
A1
SF507
B5
TYP
PIPE RACK
(REFER ELEV)
GIRTS TYP
(REFER ELEV)
20'-1 1/8" 23'-10" 22'-0" 22'-6" 9'-0"
4'-9 1/4"
4'-0 1/8"
5'-0"
AT GRID 6
SF507
D5
SIM
W
X3
SF507
B3
SIM
SF507
B43 1/2"
DECK BRG
116'-8 1/8"
DECK BRG
116'-8 1/8"
EF
72 LBS
EF
72 LBS
1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF
BEAMS AS SHOWN ON DETAILS.
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 WEIGHT WITH SUPPORT REQUIREMENTS.
LOW ROOF FRAMING PLAN NOTES
2 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.
MECHANICAL EXHAUST FAN. REFER TO MECHANICAL
DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME
AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE
DECK AND THE EXHAUST FAN CURB PER DETAIL .
GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL
UNIT SIZE AND LOCATION HAVE BEEN SELECTED.
A3 / S-002
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.
4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON
DETAIL . REFER TO MECHANICAL DRAWINGS
FOR UNIT SCHEDULING.
5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING
6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.
A1 / SF508
7 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 6" OC.
8 EXPANSION JOINT ALONG WALL
9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL
A4/SF101.
COORDINATE FINAL LOCATION AND HEIGHT WITH THE
MECHANICAL CONTRACTOR.
10 ROOF ACCESS HATCH. PROVIDE ROOF FRAMING
OPENING PER DETAIL A3/S-002.
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
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6/13/2022 11:07 :38 AM
LOW ROOF FRAMING PLAN -
SECTOR ONE
SF102
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
LOW ROOF FRAMING PLAN - SECTOR ONEA1
0 4' 8' 16'
1/8" = 1'-0"
1 ADDENDUM 2 06/08/2022
2 ADDENDUM 3 06/14/2022
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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