A-311_Add02.pdf
PDF 216 KB Posted
- Attached to
- F-35 Alter Hangar 406
- 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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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 |
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