18_ITEM 01.3-8_ADD 03_02700SF103.pdf
PDF 448 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, Wisconsin 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 three bays, associated shop and administrative space, hangar bay HVAC, a lightning protection system, and an Advantor security system. The project also requires aircraft rated pavement and has options for a paint/mix addition and additional aircraft rated pavement. Brand name justification is required for several products. The bid opening will be conducted in accordance with FAR Subpart 14.4 and interested bidders must register in the System for Award Management. The contract duration is 550 days from notice to proceed with a magnitude between $25-100 million.
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Text version
A
A G
G
F
F
E
E
C
CB
H
H
C1
SF205D3
SF210
W
X3
W
X3
W
X3
W
X3
W
X3
W12X26
W
X1
W12X26
W24X55
W
X3
W
X3
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
C8X11.5
C8X11.5
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22 W10X22
W10X12
W10X12
7' -3
/8
'-0
/8
'-6
'-6
'-1
1/
8" 9'
-6
/8
'-6
'-6
/4
8' -9
/4
10'-10" 45'-1 1/2" 23'-10" 22'-0" 22'-6" 9'-0"
C1
SF201
C1
SF202
C1
SF204
A1
SF203
W24X55
W24X55
W24X55
W24X55
W24X55 W24X55
W16X26
W16X26
W16X26
W
X3
W16X26
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
W24X55
A.3
A.3
DOAS
1805 LBS
MAU
6065 LBS CCU
1830 LBS
HUM
800 LBS
HUM
1000 LBS
PCA
3500 LBS
PCA
3500 LBS
CCU
1825 LBS
HUM
800 LBS
MAU
6065 LBS
HUM
800 LBS
2' -9
/8
4' -6
3' -2
/2
4' -6
5'
-0
4' -6
4'
-6
5' -0
5'
-0
4' -6
4'
-6
5' -0
5'
-0
4' -1
7/
8"
4' -0
/8
4'
-3
/2
4' -0
5'
-0
5' -0
5'
-0
5' -0
5'
-0
5' -0
1' -0
/8
2'
-1
1/ 8"
4' -0
4'
-7
/8
4'-1"
A1
SF508
A1
SF508
SIM
BRACING
BR
AC
IN
G
BR
AC
IN
G
BRACING
BRACING
W
X3
MATCHLINE
SEE A1 /
SF102
MATCHLINE
SEE A1 /
SF102
ABOVE
ABOVE
AB
O
VE
A
N D
BE
LO
W
A1
SF201
A1
SF202
A1
SF205
W
X3
CMU
WALL
ELEV
STEEL
FRAMING
ELEV
A1
SF203
OH
SF502
C2
SF502
C1
SF504
A3
SF507
B5
TYP
TYP
TYP
TYP
SF507
B5 TYP
SF504
B3
SF504
B5
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
PIPE RACKS
(REFER ELEV)
GIRTS (REFER ELEV)
A1
SF211
'-4
'-4
SF502
A3
A1
SF210
1'-0"
1'-0"SF507
D5
SF507
B3
TYP
SF507
D5
SIM
SF507
C3
SF507
C4 TYP
UNO
SF507
C3SIM
SF507
D5 SIM
SF507
D5 SIM
D E
C K
BR
G
4'
-5
/8
D E
C K
BR
G
6'
-8
/8
DECK BRG
114'-7 1/4"
DECK BRG
116'-8 1/8"
MAU
690 LBS 2
SF-01 75 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
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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 11:02 :19 AM
LOW ROOF FRAMING PLAN -
SECTOR TWO
SF103
TJD
GMR
GMR
SCALE: 1/8" = 1'-0"
LOW ROOF FRAMING PLAN - SECTOR TWOA1
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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