A-101_Add02.pdf
PDF 351 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 solicitation is for a firm fixed-price construction contract to alter an F-35 aircraft hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project scope includes demolishing 19,913 square feet of hangar shop space and reconfiguring the area for F-35 aircraft maintenance operations, including new lavatories, offices, break rooms, and repair shops. An additional 19,803 square feet of hangar space will be modified to accommodate F-35 aircraft, with upgrades to fire suppression, power, air, and lightning systems. Mechanical, plumbing, electrical, and communications systems will be provided throughout. The pre-bid conference is scheduled for February 16, 2021 with bids due by March 8, 2021. The contract duration is 365 days from notice to proceed. The solicitation is designated for unrestricted competition and encourages participation from small businesses. The estimated value is between $10-25 million.
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Text version
F.E. F.E.F.E.
F .E
F .E
1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN = 100'-0" ON
ARCHITECTURAL DRAWINGS.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR/ENGINEER FOR FINAL DECISION.
3. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM
WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.
4. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE, UNLESS NOTED
OTHERWISE.
5. REFERENCE SHEET G-101 FOR ALL CODE, FIRE RATING, AND SEPARATION
REQUIREMENTS
6. PROVIDE VAPOR BARRIER PAINT FINISH AT EXTERIOR SIDE OF ALL INTERIOR
WALLS IN ROOM 141 AND 143
FLOOR PLAN GENERAL NOTES:
7. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION
(WALLS, DOORS, CEILINGS, FLOORS, ETC.) AS REQUIRED FROM DEMOLITION OR
CONSTRUCTION TO ALLOW FOR THE PREP WORK AND NEW OR COMPLETION
OF EXISTING FINISHES. REPAIRS OR REPLACEMENTS MUST BE DURABLE,
SEAMLESS, AND MATCH THE EXISTING MATERIAL.
8. GENERAL CONTRACTOR SHALL PATCH ALL FLOOR AND WALL PENETRATIONS
CAUSED BY DEMOLITION OF MECHANICAL, ELECTRICAL, TECHNOLOGY, AND
PLUMBING, INCLUDING BUT NOT LIMITED TO PIPING AND CONDUIT RUNS, IN A
MANNER THAT IS CONSISTENT WITH THE EXISTING FLOOR AND WALL
CONSTRUCTION AND FINISH. ALL PENETRATIONS SHALL MEET REQUIRED FIRE
RATINGS.
9. COORDINATE THE INSTALLATION OF ALL GOVERNMENT-SUPPLIED EQUIPMENT.
REFERENCE PLANS, SPECS, AND INTERIOR ELEVATIONS FOR SPECIFIC
EQUIPMENT AND ITS INSTALLATION REQUIREMENTS.
10. SEE ENLARGED PLANS FOR NOTES, DIMENSIONS, AND WALL TYPES WITHIN THE
DETAIL CALLOUT BOUNDARIES.
11. REFERENCE SHEET A-002 FOR INTERIOR PARTITION TYPES. INTERIOR PARTITION TAGS
NOTED ENCOMPASS THE ENTIRE LENGTH OF WALL SHOWN TO CORNERS OF ROOM,
OVER AND AROUND DOORWAYS SHOWN.
12. REFERENCE SHEET A-601 FOR FINISHES SCHEDULE.
13. REFERENCE SHEET A-801 FOR SIGNAGE LAYOUTS AND COORDINATION
REQUIREMENTS.
14. REFERENCE SHEET A-901 FOR FURNITURE AND EQUIPMENT LAYOUTS AND
COORDINATION REQUIREMENTS.
15. CONFORM TO THE REQUIREMENTS OF THE IBC FOR MARKING AND IDENTIFICATION OF
FIRE WALL, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITONS OR
ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS.
A-2021
A-202 2
A-201
A-201
A-301
A
B
C
D
E
F
G
DP
R0 R2 R4 R6 R8 10 L8 L6 L4 L2 L0 LDP
WELDING
EGRESS
WORKSHOP
EGRESS
SUPERVISOR
VESTIBULE
STRUCTURES
WORKSHOP
COMM ELECTRIC
STRUCTURES
SUPERVISOR
METALS
TECH
SUPERVISOR
METALS/
STRUCTURES
WORK
ROOM
CORRIDOR
W&T
SUPERVISOR
MECHANICAL
WHEEL
& TIRE
WORKSHOP
FIRST
SERGEANT
RECEPTION/
OPEN
OFFICE
SQUADRON
COMMANDER
TRAINING ROOM
BREAK
ROOMCORRIDOR
MEN'S
LOCKER
MEN'S
STORAGE
CHIEFS'
OFFICE
EMF
LEAD
CMF
LEAD
CHIEFS'
OFFICE
JANITOR
MOTHER'S
ROOM
C
143A
141A
137C
137A
137B
136 137D
A
128B
A
B
A
113B
110A 110B
MECHANICAL
LOBBY
STORAGESTORAGE
WOMEN'S
WOMEN'S LOCKER
CORRIDOR
DEPUTY
COMMANDER
COMPOSITE
MAINTENANCE
HANGAR
BAY
VEST.
HALLWAY
HEF
ROOM
C
A
B
EGRESS
STORAGE
METAL
TECH
WORKSHOP
A-401
A-401
/2
/8
/8
/2
/2
/2
/8
/8
" 2
/2
17'-7 1/2" 21'-6" 159'-9" 14'-3 1/8" 24'-10 3/8"
38'-6" 16'-0" 16'-0" 16'-0" 16'-0" 16'-6" 16'-6" 16'-0" 16'-0" 16'-0" 16'-0" 12'-7" 25'-11"
238'-0"
12'-0" 5'-10" 8'-8" 4'-6 3/8"
SA3
SA3
SA3
SA3
12'-0" 14'-6" 10'-8" 7'-10"
FC3
SA3
FC3
SA3
SA3SA3
SA3
13'-8" 10'-6" 2'-8" 10'-6" 2'-8" 5'-4" 6'-1 1/2" 5'-4" 1'-6" 3'-8"
1'-10 3/8"
3'-6" 3'-4" 9'-2"
20'-0" 21'-10" 9'-6" 5'-9" 19'-6" 10'-8" 4'-6" 6'-2" 10'-0" 2'-8" 5'-8" 2'-8"
SA3
SA3
SA3
FC3
FC3
FC3
FC3
FC3
FC3FC3
SA3
SA3
FC3FC3
FC3
A-4013
/8
1'-4" 3'-8" 2'-5" 8'-0" 1'-1"
1'-7 3/4"
7'-0" 7'-4" 3'-8" 4'-11 3/4" 3'-8" 5'-7" 10'-6"
1'-0 1/4"
3'-4" 12'-9" 10'-6" 11'-8" 10'-6" 11'-8" 10'-6" 9'-11"
/8
MA6MA6
FC3
FC3
FC3
FC3
FC3
FC3 MA6MA6
MA6
MA6
MA6 3'-8" 1'-0"
2'-6" 8'-4" 5'-2"
3'-6"
/8
B
10'-6" 20'-6 3/8"
A
B
4'-4"
A-401
A-301
A-301
A-301
MA6
MA6
MA8 MA8
MA6
MA6
MA6
MA8
MA6
MA6
MA6
MA6
/4
/8
/2
102A
101A
B
102B
B
138C
B
A
143D
MA2
W4W3W3
5'-0" 10'-6"
W3
W4
W4
W4
W4
W4
W3
W3
W3W3W3
5'-2"
FC3
141B
A-311
A-311
A-311
A-311
A-601
A-601 1
T S
L
TSL
100' - 4 1/4"
T S L10
0'
A-501
A-501
A-501
4.110
4.110 4.110
4.110
4.111
4.110
4.1104.1104.111
4.1114.1114.1114.1114.1114.111
4.111
4.111
4.111
4.111
4.111
4.111
4.110
4.110 4.110
4.110 4.110 4.110
/2
/2
124A
C
T S
L
TSL
100' - 3"
TSL
100' - 3"
TSL
100' - 1 3/4"
1/2" / 12"
TSL
100' - 2 1/2" 1/2" / 12"
1" / 12"
TSL
100' - 0 1/4"
121B
/2
TSL100' - 0"
4.115
4.117
4.118
4.119
7'-4 3/8"
4.111
4.120
4.121
4.121
1/2" / 12"
4.122
4.122
4.122
4.122 4.122
4.122
4.122
4.122
4.122
4.122
4.122
4.122
4.123
4.123
4.124
4.124
4.124
4.111
FC1FC1
FC1FC1
FC1FC1
FC1FC1
FC1FC1
FC1FC1
TSL
100' - 6"
4.107
4.107
4.1294.129
4.129
W3
W3
4.111
4.111 4.1114.1114.111 4.111 4.111
4.111
4.111
4.111
4.111
4.111
6'-0" 3'-4" 6'-8"
MA6
MA6MA6
3'-11 7/16"4'-8 5/16"
14'-4" 16'-8 3/8"
140B 143C
MA8
136"
4.110
TSL
100' - 3"
MA6MA6
MA6MA6
MA6
SA3
SA3
A
4.122
4.122
TSL
100' - 3 1/4" 4.122
TSL100' - 3"
TSL100' - 3"
TSL100' - 3"
4.122
4.122
4.122
TSL100' - 0"
4.122
TSL100' - 3"
4.122
T S
L
T S
L
"T
S L
4.122
TSL100' - 6"
4.122
4.131
MA8
136" 4.132
4.134
4.1344.134
4.1344.134
4.1344.134
139C
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 L T
E R
B U
IL
D
IN
G
A-101
FIRST FLOOR PLAN
XGFG182008ANG NO.:
3141300-190289.01
BAE
SZK
July 31, 2020
PJC
KEYED NOTES
4.132 PARTIAL HEIGHT WALLS FOR NEW VESTIBULE, PROVIDE BRACING AS
REQUIRED, SEE DETAIL 19/A-501 FOR RATED LID OVER VESTIBULE.
4.134 PROVIDE WINDOW TREATMENTS AS SPECIFIED.
KEYED NOTES
4.121 BRACING, SEE STRUCTURAL DRAWINGS
4.122 FLOOR SPOT ELEVATION TAGS ARE FOR REFERENCE ONLY, SEE
STRUCTURAL DRAWINGS, FIELD VERIFY ALL DIMENSIONS, (TYP)
4.123 SINK, SEE PLUMBING DRAWINGS FOR TYPE AND SIZE.
4.124 EXISTING FLOOR TRENCH COVERS (TYP.) SEE STRUCTURAL DRAWINGS
4.129 ALIGN EDGE OF DOOR OR WINDOW FRAME WITH EXISTING OPENING
4.131 EXISTING OVERHEAD BRIDGE CRANE. COORDINATE WITH GOVERNMENT
FOR INSTALLATION OF NEW LOW CLEARANCE HOOK CARRIAGE, PROVIDE
TRAVEL STOPS ON BRIDGE TO LIMIT TRAVEL AT NEW VESTIBULE WALL.
KEYED NOTES
4.107 GUARDRAIL / HANDRAIL, PAINTED, SEE DETAIL 3/A-402
4.110 PATCH WALL AT REMOVED WALL FOR SMOOTH TRANSITION
4.111 INFILL MASONRY WALL AT REMOVED OPENING TO MATCH EXISTING
MATERIAL AND THICKNESS
4.115 EXISTING DOORS TO REMAIN CLEAN PATCH AND REPAIR ANY EXISTING
HOLES OR DAMAGE PRIOR TO APPLYING NEW PAINT FINISH TO MATCH.
4.117 REFRIGERATOR, GFCI
4.118 VENDING MACHINE, GFCI
4.119 EXISTING MANHOLE, SEE STRUCTURAL AND CIVIL DRAWINGS.
4.120 EXISTING ROOF ACCESS LADDER TO REMAIN, PROVIDE NEW FALL
PROTECTION SYSTEM TO LADDER
PLAN
NORTH
TRUE
NORTH
1/8" = 1'-0"1
FLOOR PLAN
07/31/20 TYPE B3 FINAL
2 03/03/21 ADDENDUM - 02
| Sheets |
| A-101 - FIRST FLOOR PLAN |
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