31_ITEM 01.3-21_ADD 03_02700A-701.pdf

PDF 444 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 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 three-bay hangar with associated shop and administrative spaces to support F-35 mission operations such as fuel cell maintenance, indoor washing, surface coating, and weapons loading training. The hangar bays will include pre-conditioned aircraft air, 270VDC aircraft power, fire suppression, and HVAC.

The solicitation includes a base bid for new construction as well as two options - one for a paint/mix addition and another for aircraft-rated pavement. Interested contractors must register in the System for Award Management and attend a pre-bid conference and site visit. The bid opening will be conducted according to FAR Subpart 14.4. The North American Industry Classification code is 236220 and the contract value is estimated between $25-100 million. Award will be made to the responsive and responsible lowest bidder.

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Other files for this federal contract opportunity

Other files attached to F-35 THREE BAY SPECIALIZED HANGAR, newest first.
File Type Posted
Abstract of Offers.pdf PDF
39_ITEM 01.5-1_ADD 03_Bid Question Attachment_2022.06.14.pdf PDF
06_ITEM 01.2-6_ADD 04_Section 08 33 23.pdf PDF
11_ITEM 01.3-1_ADD 04_02700C-301.pdf PDF
12_ITEM 01.3-2_ADD 04_02700C-401.pdf PDF
20_ITEM 01.3-10_ADD 04_02700A-140.pdf PDF
24_ITEM 01.3-14_ADD 04_02700A-702.pdf PDF
Questions and Answers 2.pdf PDF
00_FSB2020-270-00_WI-ANG_3-Bay_ADD NO. 03_2022.06.14_Narrative.pdf PDF
04_ITEM 01.2-4_ADD 03_Section 05 51 33.pdf PDF
05_ITEM 01.2-5_ADD 03_Section 08 71 00.pdf PDF
17_ITEM 01.3-7_ADD 03_02700SF102.pdf PDF
21_ITEM 01.3-11_ADD 03_02700A-306.pdf PDF
22_ITEM 01.3-12_ADD 03_02700A-307.pdf PDF
26_ITEM 01.3-16_ADD 03_02700A-510.pdf PDF
29_ITEM 01.3-19_ADD 03_02700A-601.pdf PDF
30_ITEM 01.3-20_ADD 03_02700A-602.pdf PDF
GEO TECH REPORT_F-35 Hangar_2020-08-28_FINAL9-10-2020.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
03_ITEM 01.2-2_ADD 02_Section 01 50 00.pdf PDF
07_ITEM 01.2-7_ADD 02_Section 07 27 26.pdf PDF
11_ITEM 01.2-12_ADD 02_Section 26 42 13.pdf PDF
18_ITEM 01.3-4_ADD 02_02700C-401.pdf PDF
22_ITEM 01.3-8_ADD 02_02700SF101.pdf PDF
26_ITEM 01.3-12_ADD 02_02700SF105.pdf PDF
34_ITEM 01.3-20_ADD 02_02700A-202.pdf PDF
44_ITEM 01.3-30_ADD 02_02700EG601.pdf PDF
46_ITEM 01.3-32_ADD 02_02700EP601.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
21_ITEM 01.3-7_ADD 02_02700S-002.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
B.07.Pre-Proposal Slides - F-35 3-Bay Hangar.pdf PDF
ATTACHMENT 8 - SFS Form 12 - Template.xls XLS spreadsheet
ATTACHMENT 9 - Volume 6 - WI ANG F-35 3-Bay GBCI ADD 01.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
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Text version

T

T

A

A

C

C

17 17

16 16

ELEC

DIRTY LR M

DIRTY VEST

DIRTY LR W

1'-2"

53'-9 1/8"

22'-0 1/4"

DIRTY

SHOWER W

DIRTY RR

UNISEX

141DIRTY

SHOWER M

DIRTY

SHOWER M

MASK

WASHING

PAINT/SAND/MIX

B1 A-701

C1 A-701

A1 A-701

144B*

144C*

A-701 B4

A-701 B4

A.3

B.9

B.9

'-8

/8

6'-4"

BOLLARD

12'-0" 25'-2"

3" 3"

1' -5

/8

'-6

/8

1'

-2

12' x 6"

TRENCH DRAIN

DIRTY ROOM

144.2

'-8

/8

'-9

/8

20'-10 7/16"

*A6

*Z6

ENVELOPE 6

CLEAN ROOM

144.1

4.

1*

4.

2*

3'-6"

3' -6

25'-0"

3' -6

RATING

10'-0"

144.3*

144A*

A6

A19A6 A6

AIR SHOWER

144.3

F2

*Z6

144.2B*

EXTENTS OF PAINT BOOTH

GROUND FLOOR

100'-0"

AC

A-701 C4

EXTERIOR INSULATION

FINISH SYSTEM

CAST STONE

COPING

SPLIT-FACED

COLORED CMU

T.O. PARAPET

119'-4"

A.3B.9

AWNING

GROUND FLOOR

100'-0"

171819

EXTERIOR INSULATION

FINISH SYSTEM

CAST STONE

COPING

SPLIT-FACED

COLORED CMU

T.O. PARAPET

119'-4"AWNING

MECHANICAL

LOUVER

GROUND FLOOR

100'-0"

HIGH ROOF HANGAR

BAY

134'-4"

EXTERIOR INSULATION

FINISH SYSTEM

CAST STONE

COPING

SPLIT-FACED

COLORED CMU

T.O. PARAPET

119'-4"

A

A

C

C

A-701 C4

A-701 C4

LOW-SLOPE

MEMBRANE ROOF

A.3

B.9

B.9

AWNING

MECHANICAL

EQUIPMENT

PRIMARY

ROOF

DRAIN

OVERFLOW

ROOF

DRAIN

EXTERIOR

LIGHT FIXTURE

GROUND FLOOR

100'-0"

171819

8" CFMF

4" EIFS

CAST STONE

COPING

SPLIT-FACE

COLORED CMU

LOW-SLOPE MEMBRANE'

ROOFING

ONE-HOUR FIRE

RATED WALL

A3 A-701

T.O. PARAPET

119'-4"

PAINT/SAND/MIX

DIRTY VEST

'-4

AWNING

SLOPED TOP GYB BD

4"/12" SLOPE

GROUND FLOOR

100'-0"

B2 A-701

A2 A-701

EDGE OF SLAB

CAVITY WALL

INSULATION (R-15)

SPLIT-FACED CMU

CAST STONE

COPING

BATT

INSULATION

(R-25)

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

VAPOR

BARRIER

EXTERIOR

INSULATION

AND FINISH

SYSTEM

(E.I.F.S.)

(R-16)

EXTERIOR

SHEATHING

8" CFMF

8" CFMF

BATT

INSULATION

(R-25)

T.O. PARAPET

119'-4"

MASONRY WALL TIES

BACKER ROD

& SEALANT

STEEL ANGLE

AWNING

EARTH & GRAVEL

EXTERIOR LIGHT

FIXTURE

GROUND FLOOR

100'-0"

EDGE OF SLAB

RIGID CAVITY WALL

INSULATION (R-15)

8" CFMF

5/8" GYP. BD.

PRE-FINISHED

METAL

FLASHING

WEEP

2" THERMAL

SPACE

4" CMU

SPLIT FACE

8" TRACK

8"

MORTAR NET

MASONRY

WALL TIES

SCHEDULED BASE

GROUT FILL

GRAVEL FILL

EARTH

BATT INSULATION (R-25)

EXTERIOR SHEATHING

EXTERIOR INSULATION AND

FINISH SYSTEM (E.I.F.S.) (R-16)

8" CFMF

5/8" GYPSUM WALLBOARD

PRE-FINISHED METAL

PARAPET CAP

ROOF MEMBRANE

WOOD BLOCKING

6" ROOF INSULATION (R-30)

STEEL DECK

VAPOR BARRIER

ROOF MEMBRANE WRAPPED

UP AND OVER TOP OF

PARAPET

ROOF PROTECTION BOARD

T.O. PARAPET

119'-4"

STEEL ANGLE

SLOPE

11 3/4"

GROUND FLOOR

100'-0"

171819

T.O. PARAPET

119'-4"

ENVELOPE 6 ENVELOPE 4

INSPECTION ONLY AREA

LINE OF AIR BARRIER

AIR BARRIER LEGEND

A. THE CONTRACTOR SHALL REFER TO

SPECIFICATIONS SECTION 07 05 23 AND 07 27 10.00

10 FOR ALL AIR BARRIER SYSTEM AND TESTING

REQUIREMENTS.

B. THE CONTRACTOR SHALL REFERENCE WALL

SECTIONS AND DETAILS THAT GRAPHICALLY

INDICATE THE VISUAL PLANE OF THE INTENDED

CONTINUOUS AIR BARRIERS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL

INTENDED CONTINUOUS AIR BARRIERS ARE IN

PLACE PRIOR TO TESTING.

C. THE CONTRACTOR SHALL JOIN AND SEAL THE AIR

BARRIER MATERIAL OF EACH MATERIAL OF

ADJACENT ASSEMBLIES ALLOWING FOR THE

RELATIVE MOVEMENT OF THESE ASSEMBLIES AND

COMPONENTS.

D. THE CONTRACTOR SHALL MAKE ALL PENETRATIONS

AIRTIGHT AT AIR-BARRIER LOCATIONS INCLUDING

OPENINGS AT OR AROUND ELECTRICAL BOXES,

CONDUIT, PLUMBING, AND OTHER ASSEMBLIES.

E. CONTRACTOR SHALL FILL ALL GAPS AT DISSIMILAR

MATERIALS WITH SPRAY-FOAM INSULATION WHERE

NOT SPECIFICALLY DETAILED.

AIR BARRIER NOTES

AIR BARRIER SUMMARY -

BID OPTION 1

ENVELOPE 4

FLOOR AREA:

WALL AREA:

ROOF AREA:

TOTAL:

ENVELOPE 6

CALCULATIONS LOCATED ON

SHEET A-003

1,674 SF

2,655 SF

1,674 SF

6,003 SF

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

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DECEMBER 23, 2021N

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6/14 /2022 5: 12:56 PM

COMPOSITE FLOOR PLAN,

ROOF PLAN, ELEVATIONS,

WALL SECTION & DETAILS - BID

OPTION 1

A-701

JMI

JRT/JBC

JBC

SCALE: 1/8" = 1'-0"

COMPOSITE FLOOR PLAN - BID OPTION 1D1

SCALE: 1/16" = 1'-0"

NORTH ELEVATION - BID OPTION 1C1

SCALE: 1/16" = 1'-0"

WEST ELEVATION - BID OPTION 1B1

SCALE: 1/16" = 1'-0"

EAST ELEVATION - BID OPTION 1A1

SCALE: 1/8" = 1'-0"

COMPOSITE ROOF PLAN - BID OPTION 1D3

SCALE: 1/8" = 1'-0"

BUILDING SECTION - BID OPTION 1C4

SCALE: 3/4" = 1'-0"

WALL SECTION - BID OPTION 1A3SCALE: 1 1/2" = 1'-0"

SECTION DETAILA2

SCALE: 1 1/2" = 1'-0"

SECTION DETAILB2

0 8' 16' 32'

1/16" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

1' 3'2'0

3/4" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

SCALE: 1/8" = 1'-0"

AIR BARRIER SECTION - BID OPTION 1B4

1 ADDENDUM 3 06/14/2022

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

OKLAHOMA CITY

OK

Sheets
A-002 - PARTITION TYPES
A-103 - PARTIAL FLOOR PLAN - SECTOR ONE
A-104 - PARTIAL FLOOR PLAN - SECTOR TWO
A-306 - WALL SECTIONS
A-307 - WALL SECTIONS
A-500 - DETAILS
A-501 - DETAILS
A-505 - PLAN DETAILS
A-510 - ISOMETRIC EXPANSION JOINT
A-511 - ISOMETRIC EXPANSION JOINT
A-600 - DOOR SCHEDULE
A-601 - WINDOW ELEVATIONS
A-602 - ROOM FINISH SCHEDULE & FINISH MATERIALS SCHEDULE
A-701 - COMPOSITE FLOOR PLAN, ROOF PLAN, ELEVATIONS, WALL SECTION & DETAILS - BID OPTION 1
A-702 - FLOOR FINISH PLAN, ROOM FINISH SCHEDULE- BID OPTION 1
G-002 - SHEET INDEX

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