21_ITEM 01.3-7_ADD 02_02700S-002.pdf

PDF 393 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

Written by GovTribe AI ·

This solicitation is for an unrestricted invitation for bid to construct a new three-bay specialized hangar at Dane County Regional Airport in Madison, Wisconsin. The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot hangar facility compatible with the F-35 mission. Key requirements include aircraft air conditioning, 270VDC power, fire suppression, HVAC, and accommodations for a future paint booth and composite shop. The contract also specifies lightning protection, fall protection, and an Advantor security system. The base award includes construction of the new hangar, with optional bids for a paint/mix addition and aircraft rated pavement. Brand name justification is provided for several specified systems. The pre-bid conference will be held on-site, with bids due according to FAR and DFARS procedures. The estimated value ranges from $25-100 million. Interested contractors must register in SAM and check the site regularly for any amendments.

View the file

Other files for this federal contract opportunity

Other files attached to F-35 THREE BAY SPECIALIZED HANGAR, newest first.
File Type Posted
Bid Opening Attendance Sheet.pdf PDF
Question and Answer Set 4_Question 2_Custom Graphic.pdf PDF
00_FSB2020-270-00_WI-ANG_3-Bay_ADD NO. 04_2022.06.28_Narrative.pdf PDF
01_ITEM 01.2-1_ADD 04_PROJECT TOC.pdf PDF
03_ITEM 01.2-3_ADD 04_Section 07 21 13.pdf PDF
05_ITEM 01.2-5_ADD 04_Section 08 33 13.pdf PDF
07_ITEM 01.2-7_ADD 04_Section 09 90 00.pdf PDF
09_ITEM 01.2-9_ADD 04_Section 11 94 00.01.pdf PDF
14_ITEM 01.3-4_ADD 04_02700SF104.pdf PDF
16_ITEM 01.3-6_ADD 04_02700SF106.pdf PDF
18_ITEM 01.3-8_ADD 04_02700SF504.pdf PDF
19_ITEM 01.3-9_ADD 04_02700A-002.pdf PDF
28_ITEM 01.3-18_ADD 04_02700EP702.pdf PDF
W50S9F22B0001 Solicitation - Amend 0004.pdf PDF
W50S9F22B0001 Solicitation - Amend 0002.pdf PDF
02_ITEM 01.2-2_ADD 03_Section 03 30 00.pdf PDF
06_ITEM 01.2-6_ADD 03_Section 10 51 13.pdf PDF
14_ITEM 01.3-4_ADD 03_02700C-402.pdf PDF
19_ITEM 01.3-9_ADD 03_02700SF508.pdf PDF
20_ITEM 01.3-10_ADD 03_02700A-002.pdf PDF
23_ITEM 01.3-13_ADD 03_02700A-500.pdf PDF
28_ITEM 01.3-18_ADD 03_02700A-600.pdf PDF
31_ITEM 01.3-21_ADD 03_02700A-701.pdf PDF
37_ITEM 01.3-27_ADD 03_02700FA601.pdf PDF
FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 003 Combined Drawings.pdf PDF
24_ITEM 01.3-14_ADD 03_02700A-501.pdf PDF
04_ITEM 01.2-3_ADD 02_Section 01 78 00.pdf PDF
12_ITEM 01.2-13_ADD 02_Section 32 12 15.13.pdf PDF
13_ITEM 01.2-14_ADD 02_Section 32 12 16.16.pdf PDF
23_ITEM 01.3-9_ADD 02_02700SF102.pdf PDF
24_ITEM 01.3-10_ADD 02_02700SF103.pdf PDF
25_ITEM 01.3-11_ADD 02_02700SF104.pdf PDF
32_ITEM 01.3-18_ADD 02_02700A-140.pdf PDF
33_ITEM 01.3-19_ADD 02_02700A-201.pdf PDF
45_ITEM 01.3-31_ADD 02_02700EP102.pdf PDF
48_ITEM 01.3-34_ADD 02_02700EP702.pdf PDF
49_ITEM 01.3-35_ADD 02_02700ET101.pdf PDF
FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 002 Combined Drawings.pdf PDF
W50S9F22B0001 Solicitation - Ammend 0001.pdf PDF
Questions and Answers 1.pdf PDF
01_FSB2020-270-00_WI-ANG_3-Bay_ADD NO. 02_2022.06.08_Narrative.pdf PDF
05_ITEM 01.2-4_ADD 02_Section 03 30 00.pdf PDF
F-35 3-Bay Hangar Site Visit Attendance.pdf PDF
Supplemental Site Visit Instructions.pdf PDF
ATTACHMENT 1a - FSB2020-270-00 - WI-ANG - 3-Bay Hangar - ADD 01 COMBINED DRAWINGS (1 of 2).pdf PDF
ATTACHMENT 1b - FSB2020-270-00 - WI-ANG - 3-Bay Hangar - ADD 01 COMBINED DRAWINGS (2 of 2).pdf PDF
ATTACHMENT 3 - Volume 4 - WI ANG F-35 3-Bay CD Specs ADD 01 (2 of 2).pdf PDF
ATTACHMENT 5 - 20220208 Single Source Determination - Andover - Redacted.pdf PDF
ATTACHMENT 2 - Volume 4 - WI ANG F-35 3-Bay CD Specs ADD 01 (1 of 2).pdf PDF
ATTACHMENT 6 - 20220208 Single Source Determination - Marshall Best - Redacted.pdf PDF
Show all 50

F-35 THREE BAY SPECIALIZED HANGAR has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SUPPORTING MEMBER

OPENING

SUPPORTING MEMBER

L4x3x1/4 LLV FOR SPANS ≤ TO 4'-0" L5x3x1/4 LLV FOR SPANS > 4'-0" < 6'-0"

L6x4x3/8 LLV FOR SPANS > 5'-0" < 8'-0" L5x3x1/4 LLV FOR SPANS ≤ TO 5'-0"

NOTES:

1. DECK TO BE FASTENED TO ALL ANGLES.

2. PROVIDE ANGLE FRAME FOR ALL

OPENINGS LARGER THAN 6" IN ANY

DIRECTION.

L3x3x1/4x0'-4"

(WELD TO SUPPORTING MEMBER)

WELD ALL EXPOSED SURFACES

TYPICAL FOR ROOF OPENING

FRAMES INSTALLED AFTER

STEEL DECK IS IN PLACE

TYP FOR ROOF OPENING

FRAMES INSTALLED BEFORE

STEEL DECK IS IN PLACE 3/16

3/16

TYP

3/16 3/16

TYP

1/4

J

J

G

G

F

F

E

E

C

C

M

M

K

K

L

L

H

H

23'-10" 22'-0" 22'-6"

'-4

'-6

'-6

'-6

'-6

'-4

A4

SF210

A1

SF210

W14X22

(ABOVE)

W14X22

(ABOVE)

B4

SF210

'-4

'-4

'-4

'-4

B1

SF210

'-0

'-0

15'-2" 38'-0"

28'-4" 28'-4"

C4

SF210

C1

SF210

C4

SF210

16'-5" 38'-0"

'-2

'-0

18'-0" 18'-0"

18'-0" 18'-0"

'-9

'-0

7' -0

'-1 0"

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

W14X22

(ABOVE)

TYP

0"

5/16

FALL ARREST PROTECTION

SYSTEM AT ROOF

ROOF FRAMING

(REF PLAN)

1' -5

" M

IN

4" ROUND PIPE MAX

REFER HIGH ROOF FRAMING PLAN

L4X4X1/4

2-1/2X2-1/2X1/4

STIFFENER TYP

1 3/16

3 SIDES

TYP

1/

2"

3/4" DIA BOLT

TYP

SELF-LOCKING

CARABINER W/ 3/4" GATE

OPENING

ULTRA-LOCK SELF

RETRACTING LIFELINE (SRL)

25 FT

TROLLEY ANCHORAGE

CONNECTOR

W12X45 FALL ARREST

SUPPORT

BOS

125'-0"

" M

AX

D

EP

TH

3"

W BEAM (REF PLAN)

W12X45 FALL ARREST BEAM

HSS4X4X1/4 POST

3/8"X5"X8" PL W/ (2)

3/4" DIA BOLT A325-N

L2-1/2X2-1/2X1/4 KICKER

1/4" PL W/ (1) 3/4" DIA BOLT TYP

VA

R

IE

S

1/4

1/4 1/4

1/4 1/4

1/4 1/4

2 1/2" 1 1/2" 1 1/2"

2 1/2"

2"

7" 3"

1/

2"

1/4 6 1/4 6

TYP

3/8"X6"X9 1/2" PL

NOTE: ADJUST DIMENSION

OF THE 3/8" PL AT SLOPED

W BEAM MEMBERS

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, 2021

C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D

.rvt 6/7/2022 9:10:2 0 A

M

FALL ARREST DIAGRAM

S-002

TJD

ICH

ICH

SCALE: NTS

ROOF FRAMED OPENINGA3SCALE: NTS

FALL ARREST DIAGRAMA1

SCALE: NTS

FALL ARREST PROTECTION SYSTEM AT ROOFB3

SCALE: NTS

FALL ARREST SECTIONC3

SCALE: NTS

FALL ARREST POST DETAILD4

1 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

File details come from the government source that posted it. Updated .