A-311_Add02.pdf

PDF 216 KB Posted

Attached to
F-35 Alter Hangar 406 Federal contract opportunity
Solicitation number
W50S9F-21-B-0001
Issued by
Department of the Army National Guard

About this file

This document provides details for a federal solicitation seeking construction services to alter an F-35 aircraft hangar. The solicitation will result in a single firm fixed-price contract to demolish 19,913 square feet of hangar shop space and modify an additional 19,803 square feet of hangar space at Dane County Regional Airport-Truax Field in Madison, Wisconsin. Work includes mechanical, plumbing, electrical, and technology system installations and upgrades, as well as asbestos abatement, to configure the space for F-35 aircraft maintenance operations. Two optional items are also included for perimeter trench infill and slab work, and a fire protection runoff storage system. Interested contractors must register in the System for Award Management and attend a mandatory pre-bid conference on February 16, 2021, with bids due by March 8, 2021. The North American Industry Classification Code is 236220 and award will be made to the responsive and responsible lowest bidder. The contract duration is 365 days from notice to proceed.

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Other files for this federal contract opportunity

Other files attached to F-35 Alter Hangar 406, newest first.
File Type Posted
Abstract of Offers with Hubzone Preference.pdf PDF
W50S9F21B00010006.pdf PDF
C-102_Add03.pdf PDF
C-101_Add03.pdf PDF
Specs TOC_Add03.pdf PDF
01 50 00_Add03.pdf PDF
406 Questions and Answers_113-141.pdf PDF
F-102_Add03.pdf PDF
T-001 Add03.pdf PDF
E-101_Add03.pdf PDF
32 13 14.13_Add03.pdf PDF
21 13 18.00 10_Add03.pdf PDF
Specs TOC_ Add02.pdf PDF
A-301_Add02.pdf PDF
A-901_Add02.pdf PDF
A-801_Add02.pdf PDF
A-101_Add02.pdf PDF
01 45 00.00 10_Add02.pdf PDF
W50S9F21B00010004.pdf PDF
C-141_Add02.pdf PDF
G-011_Add02.pdf PDF
AD101_Add02.pdf PDF
C-101_Add02.pdf PDF
E-501_Add02.pdf PDF
SD111_Add02.pdf PDF
A-201_Add02.pdf PDF
10 28 13_Add02.pdf PDF
Asbestos and Lead Inspection.pdf PDF
406 Questions and Answers_1-25.pdf PDF
Specs TOC_Add01.R1.pdf PDF
07 24 00_Add01.R1.pdf PDF
09 67 23.13_Add01.R1.pdf PDF
32 92 19_Add01.R1.pdf PDF
A-201_Add01.R1.pdf PDF
C-101_Add01.R1.pdf PDF
Geotechnical Report_Add01.R1.pdf PDF
W50S9F21B00010003.pdf PDF
10 22 39_Add01.R1.pdf PDF
B.07.406 Site Visit Sign In 22Feb21.pdf PDF
B.07.406 Site Visit Sign In 19Feb21.pdf PDF
Pre-Bid Slides - F-35 406.pptx PPTX presentation
406 Site Visit Sign In.pdf PDF
ATTACHMENT 2-Truax F-35 B406 XGFG182008 Specs Vol 2 of 2 Dated 31 July 2020.pdf PDF
ATTACHMENT 3-Truax F35 B406 XGFG182008 Plans Dated 31 July 2020.pdf PDF
ATTACHMENT 7-Justification and Approval Best Lock.pdf PDF
W50S9F-21-B-0001.pdf PDF
ATTACHMENT 6-Justification and Approval Monaco.pdf PDF
ATTACHMENT 8-406 Submittal Log.xlsx XLSX spreadsheet
ATTACHMENT 9-SFS Form 12.xls XLS spreadsheet
ATTACHMENT 10-PRE-BID CONFERENCE AND SITE VISIT INSTRUCTIONS.pdf PDF
Show all 50

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Text version

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

NEW CEILINGS

WHERE SHOWN ON

CEILING PLAN

3" EIFS WALL

SYSTEM

ROOF STRUCTURE

EXISTING

CONCRETE

HEADER

EXISTING CMU

PRECAST SILL

BLOCK

MASONRY

VENEER

EXISTING CMU

3" EIFS WALL

SYSTEM

A-501

A-501

MEN'S

LOCKER

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

T.O. UPPER WALL

117'-4"

G

TOW - HANGAR CMU

115'-4"

ROOF STRUCTURE

EXISTING

CONCRETE

HEADER

EXISTING CMU

A-501

STRUCTURES

WORKSHOP

METAL

TECH

WORKSHOP

OVERHEAD

COILING DOOR

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

TOW - HANGAR CMU

115'-4"

PRECAST SILL

BLOCK

MASONRY VENEER

3" EIFS WALL

SYSTEM

ROOF STRUCTURE

EXISTING

CONCRETE

HEADER

EXISTING CMU

A-501

A-501

STRUCTURES

WORKSHOP

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

T.O. UPPER WALL

117'-4"

TOW - HANGAR CMU

115'-4"

3" EIFS WALL

SYSTEM

EXISTING

CONCRETE

HEADER

EXISTING CMU

A-501

METAL

TECH

WORKSHOP

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

T.O. UPPER WALL

117'-4"

A

TOW - HANGAR CMU

115'-4"

3" EIFS WALL

SYSTEM

ROOF STRUCTURE

EXISTING

CONCRETE

HEADER

NEW CEILINGS

WHERE SHOWN ON

CEILING PLAN

A-501

A-501

3" EIFS WALL

SYSTEM

LOBBY

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

PRECAST SILL

BLOCK

MASONRY VENEER

3" EIFS WALL

SYSTEM

EXISTING ROOF

STRUCTURE

EXISTING

CONCRETE

HEADER

EXISTING CMU

A-501

A-501

/2

/2

EGRESS

WORKSHOP

FIRST FLOOR

100'-0"

T.O. LOWER WALL

114'-4"

TOP OF FOOTING

95'-0"

T.O. UPPER WALL

117'-4"

TOW - HANGAR CMU

115'-4"

3" EIFS WALL

SYSTEM

EXISTING CMU

A-501

EXISTING

CONCRETE

HEADER

INSULATED

OVERHEAD

COILING DOORMETAL

TECH

WORKSHOP

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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A-311

WALL SECTIONS

XGFG182008ANG NO.:

3141300-190289.01

BAE

JJB

July 31, 2020

PJC

1/2" = 1'-0"1

WALL SECTION

1/2" = 1'-0"4

WALL SECTION

1/2" = 1'-0"3

WALL SECTION

1/2" = 1'-0"5

WALL SECTION

1/2" = 1'-0"2

WALL SECTION

1/2" = 1'-0"7

WALL SECTION

1/2" = 1'-0"6

WALL SECTION

07/31/20 TYPE B3 FINAL

2 03/03/21 ADDENDUM - 02

2 2

Sheets
A-311 - WALL SECTIONS

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