W912QR20B0018_CafeteriaRenovation_Plans-0004.pdf
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- Solicitation number
- W912QR20B0018
About this file
This solicitation package describes a renovation project for the cafeteria and Abrams Center at the Joint Systems Manufacturing Center in Lima, Ohio. The Army Corps of Engineers Louisville District will issue a request for proposal to complete renovations at both facilities, including replacement of ceilings, lighting, flooring and fixtures in the cafeteria as well as furniture, AV equipment and restroom upgrades in the Abrams Center. The total combined square footage of the project is approximately 8,200 square feet. Offerors must be registered in the Joint Certification Program and certified as U.S. owned to be considered. The contract will be a firm-fixed-price and have a duration of 360 calendar days. The solicitation will be set aside for small businesses and utilize lowest-price technically acceptable evaluation criteria. The magnitude of construction is estimated between $1-5 million.
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US Army Corps of Engineers
US Army Corps of Engineers ®
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LOUISVILLE DISTRICT
JOINT SYSTEMS MANUFACTURING CENTER
LIMA, OHIO
ISSUE DATE: JUNE 24, 2020
CONTRACT NO.: W912QR17D0037
SOLICITATION NO.: W912QR20B0018
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LIMA SRM PROJECTS
CAFETERIA RENOVATION P2# 466520
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DRAWING INDEX
SHEET ID SHEET TITLE
G-001 COVER SHEET
G-201 LOCATION MAP
G-202 BUILDING HAUL ROUTES
AD110 PARTIAL DEMOLITION FLOOR PLAN
AD111 EXISTING EQUIPMENT SCHEDULE
AD120 CAFETERIA PHOTO REFERNCE
AD121 PHOTO REFERENCE
AD130 DEMOLITION ROOF PLAN
HA110 HAZARDOUS MATERIAL LOCATIONS
A-110 PARTIAL NEW WORK FLOOR PLAN
A-130 NEW WORK ROOF PLAN
A-140 REFLECTED CEILING PLAN
A-180 SIGNAGE PLAN
A-200 BUILDING ELEVATIONS
A-300 BUILDING SECTIONS
A-400 ENLARGED KITCHEN PLAN
A-401 ENLARGED SERVING PLAN
A-402 NEW WORK EQUIPMENT SCHEDULE
A-420 CASEWORK DETAILS
A-421 INTERIOR ELEVATIONS
A-500 DOOR TYPES, FRAME TYPES &
SCHEDULE
A-501 DOOR DETAILS
A-502 A.B.A. MANEUVERING CLEARANCES
A-540 WALL TYPES & DETAILS
A-541 WALL DETAILS
A-542 WALL DETAILS
A-543 ACOUSTIC DETAILS
A-544 ACOUSTIC DETAILS
A-610 FINISH SCHEDULE & KEYS
I-001 FURNITURE LEGEND
I-110 FURNITURE PLAN
F-110 LIFE SAFETY PLAN
FA110 FIRE ALARM PLAN
P-001 PLUMBING LEGEND AND ABBREVIATIONS
PD111 PLUMBING DEMOLITION PLAN
PP111 PLUMBING PLAN
M-001 MECHANICAL GENERAL NOTES,
SYMBOLS, AND LEGEND
MD110 FLOOR PLAN - MECHANICAL DEMOLITION
MH110 FLOOR PLAN - MECHANICAL NEW WORK
M-501 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS
M-702 MECHANICAL CONTROLS
E-001 ELECTRICAL LEGEND
E-002 ELECTRICAL GENERAL NOTES AND
ABBREVIATIONS
ED111 PARTIAL FLOOR PLAN -EXISTING
ELECTRICAL
ED112 PARTIAL CEILING PLAN - EXISTING
LIGHTING
EL110 PARTIAL CEILING PLAN - LIGHTING
EP110 PARTIAL FLOOR PLAN - POWER
EP410 ENLARGED FLOOR PLANS - POWER
EP701 ELECTRICAL PANEL SCHEDULES
EY110 PARTIAL FLOOR PLAN - SPECIAL
SYSTEMS
EY601 AUDIO/ VISUAL DETAILS AND DIAGRAMS
CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD
QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.
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DEMOLITION ROOF PLAN
GENERAL SHEET NOTES
1 CONTRACTOR SHALL PATCH ALL SURFACES IN AREA OF
DEMOLITION IN PREPERATION FOR NEW CONSTRUCTION.
2 COORDINATE EXTENT OF ROOF DEMOLITION WITH NEW
CONSTRUCTION AND MECHANICAL DRAWINGS.
3 REFER TO MECHANICAL DRAWINGS FOR DEMOLITION AND
NEW WORK.
4 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS
PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING
DEMOLITION THAT ARE TO REMAIN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED
TO THE ORIGINAL STATE.
5 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND EXTENTS PRIOR TO COMMENCING WITH
DEMOLITION. WHERE REMOVAL OF EXISTING
CONSTRUCTION IMPACTS NEW WORK. COORDINATE
DEMOLITION WITH PROPOSED NEW WORK.
6 REFER TO MECHANICAL DRAWINGS FOR EXTENT OF
WORK.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
SHEET KEYNOTES
1 EXISTING MEMBRANE ROOF ON EXISTING LARGE TANK
MANUFACTURING FACILITY.
2 REMOVE MECHANICAL ROOF MOUNTED EQUIPMENT AS
INDICATED ON SHEET MD110. REFER TO NEW WORK
ROOF PLAN AND MECHANICAL DRAWINGS.
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NEW WORK ROOF PLAN
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
GENERAL SHEET NOTES
1 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS
PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING
DEMOLITION THAT ARE TO REMAIN WILL BE THE
RESPONSIBILTY OF THE CONTRACTOR TO BE REPAIRED
OR REPLACED TO THE ORIGINAL STATE.
2 FIELD VERIFY ALL DIMENSIONS.
3 REFER TO MECHANICAL DRAWINGS FOR ROOF MOUNTED
EQUIPMENT.
SHEET KEYNOTES
1 EXISTING MEMBRANE ROOF ON EXISTING LARGE TANK
MANUFACTURING FACILITY. THE TANK MANUFACTURING
FACILITY MEMBRANE ROOFING IS CURRENTLY BEING
REPLACED WITH A TPO MEMBRANE ROOFING SYSTEM.
ROOF COMPOSITION IS ASSUMED TO BE MEMBRANE
ROOFING, COVER BOARD, RIGID INSULATION, AND STEEL
DECK ON BAR JOISTS SPANNING TRUSSES.
2 INFILL ROOF OPENINGS RESULTING FROM THIS
PROJECTS MECHANICAL DEMOLITION WITH STEEL DECK,
ASSUME 4 INCHES OF RIGID INSULATION, COVER BOARD,
AND MEMBRANE ROOFING (CONSTRUCTION AND
THICKNESS TO MATCH EXISTING). PROVIDE 4" X 4" X 3/8"
ANGLE FRAMING TO SUPPORT INFILL AS NECESSARY.
SEAL WEATHERTIGHT TO EXISTING ROOF SYSTEM.
MAINTAIN EXISTING ROOF WARRANTY.
3 PROVIDE OPENING AS NECESSARY FOR ROOF MOUNTED
EQUIPMENT. REFER TO MECHANICAL DRAWINGS.
OPENING IS ASSUMED TO BE 40" X 40" IN MEMBRANE
ROOFING, COVER BOARD, RIGID INSULATION, AND STEEL
DECK. PROVIDE 4" X 4" X 3/8" ANGLE FRAMING TO
SUPPORT OPENINGS AS NECESSARY. PROVIDE
MANUFACTURER'S CURB WITH FLASHING TO TIE INTO
THE EXISTING ROOF SYSTEM. MAINTAIN EXISTING ROOF
WARRANTY.
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ABOVE
ABOVE
ABOVE
2'-0" X 2'-0" SUSPENDED ACOUSTICAL
CEILING
2'-0" X 4'-0" LED
OCCUPANCY SENSOROS
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COMPOSITE REFLECTED CEILING PLAN
GENERAL SHEET NOTES
1 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS
FOR LIGHTING AND MECHANICAL FIXTURES.
2 REFER TO SHEET A-610 FOR FINISH SCHEDULE.
3 ALL OPENINGS FOR SPRINKLER HEADS, MECHANICAL
DIFFUSERS, LIGHT FIXTURES, AND HUNG ITEMS SHALL BE
CENTERED IN ACOUSTICAL CEILING TILE.
4 REFER TO SPECIFICATIONS FOR ACCESS PANEL
REQUIREMENTS IN CEILINGS.
5 CEILING HEIGHT SHALL MATCH EXISTING CEILING
HEIGHT.
LEGEND
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
SHEET KEYNOTES
1 OPENING FOR EXHAUST HOOD IN KITCHEN.
2 PROVIDE OPENING IN POSSIBLE CEILING BELOW ROOF
STRUCTURE AS NECESSARY FOR DUCT TO ROOF
MOUNTED EQUIPMENT. REFER TO ROOF PLAN AND
MECHANICAL DRAWINGS. PROVIDE 4" x 4" x 3/8" ANGLE
FRAMING TO SUPPORT OPENING AS NECESSARY.
3 SEAL OPENINGS IN CONCRETE PLANK MEZZANINE
RELATED TO KITCHEN HOOD DEMOLITION WITH 1/4"
STEEL PLATE, EPOXY ANCHORS, AND SEALANT.
LOCATION, SIZE, AND QUANTITY TO BE DETERMINED BY
CONTRACTOR.
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KITCHEN
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DINING/TRAINING
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SIGNAGE SCHEDULE
SIGN TAG SIGNAGE ROOM NO. MESSAGE / TEXT SIGN TYPE
I01 139 DINING/TRAINING AREA BB2
I02 140 SERVING AREA
I03 141 KITCHEN
I04 142 OFFICE/STORAGE
I05 - - - CAFETERIA
BB2
BB2
BB2
AA2
I06 EXIT BB3- - -
Fire Team Leaders
9"
HELVETICA MEDIUM
NUMBERS
COLOR: 708 WHITE
GRADE TWO BRAILLE
COLOR: 708 WHITE
HELVETICA MEDIUM
UPPER AND LOWER
CASE LETTERS
EXAMPLE TEXT
PERMANENT HEADER PANEL
COLOR: 701 DARK NEUTRAL
CLEAR SLEEVE ACCEPTS A
PAPER OR PLASTIC INSERT
FOR OCCUPANT NAME. INSERT
WILL ACCOMMODATE FOUR
LINES WITH A MAXIMUM OF 21
CHARACTERS PER LINE.
1/2" 8" 1/2"
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"1 /2
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/8
Squad Leaders
CAFETERIA
2" 1' - 8" 2"
MIN MIN
HELVETICA MEDIUM TEXT
COLOR : WHITE
PANEL COLOR:
COLOR: 701 DARK NEUTRAL
DOOR
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FRAME
9" 6"
OFFICE
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1. INDICATES SIGN NUMBER
2. SIGNAGE IS BASED ON 2/90 SIGNAGE SYSTEMS
TO ESTABLISH COLOR, PATTERN AND FINISH
ONLY AND IS NOT INTENDED TO LIMIT THE
SELECTIONS FROM OTHER
MANUFACTURERES.
3. ROOM NUMBERS AND TEXT OF ALL SIGNS
SHALL BE VERIFIED AND CORRDINATED WITH
CONTRACTING OFFICER'S REPRESENTATIVE.
INTERIOR SIGNAGEI00
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SIGNAGE PLAN
SCALE: 3" = 1'-0"A-180
2 SIGN TYPE "BB2"
SCALE: 3" = 1'-0"A-180
3 SIGN TYPE "AA2" DETAIL
GRAPHIC SCALE: = 1'-0"
4' 0 8' 12'4' 16'2'
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
SCALE: 1" = 1'-0"A-180
4 SIGN TYPE "BB10"
SIGNAGE PLAN NOTES
SIGNAGE LEGEND
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
SCALE: 3" = 1'-0"A-180
1 SIGN TYPE "BB3" DETAIL
1 1
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CONDIMENT TABLE BAR/COUNTER
A-420
A-420
55" WALL MOUNTED MONITOR
11' - 4 3/4"
ACOUSTIC WALL PANEL
24' - 4" 23' - 10 1/2"
2" DIAMETER
STAINLESS
STEEL LEG
2" DIAMETER
STAINLESS
STEEL LEG
2" DIAMETER
STAINLESS
STEEL LEG
2' - 0"
12" x 6" STEEL ANGLE BRACKET
36" O.C. - 2" WIDE WITH STEEL
DIAGONAL BRACE. ANCHOR TO
WALL WITH (2) 1/2" x 3"
EXPANSION ANCHORS.
3/4" THICK MDF ANCHORED TO
BRACKETS WITH COUNTER-SUNK
NUTS AND BOLTS - 1/4" x 1-1/2"
SOLID SURFACE COUNTER OVER
MDF
3/4" x 8" MDF BOARD. COVER
EXPOSED SIDE WITH
STAINLESS STEEL
1' - 1"
2" DIAMETER STAINLESS
STEEL PIPE FOOTREST AND
MOUNTING HARDWARE
BACKSPLASH
2" x 2" CONTINUOUS BENT
PLATE BETWEEN BRACKETS
SECURE TO WALL @ 24" O.C.
2" x 2" CONTINUOUS BENT
PLATE BETWEEN BRACKETS
SECURE TO WALL @ 24" O.C.
STAINLESS
STEEL ON 3/4"
MDF
SOLID SURFACE
OVER 3/4" MDF
BOARD
2" DIAMETER
STAINLESS
STEEL LEGS
2' - 6"
2' - 0"
12" x 6" STEEL ANGLE BRACKET
36" O.C. - 2" WIDE WITH STEEL
DIAGONAL BRACE. ANCHOR TO
WALL WITH (2) 1/2" x 3"
EXPANSION ANCHORS.
3/4" THICK MDF ANCHORED TO
BRACKETS WITH COUNTER-SUNK
NUTS AND BOLTS - 1/4" x 1-1/2"
SOLID SURFACE COUNTER OVER
MDF
3/4" x 8" MDF BOARD. COVER
EXPOSED SIDE WITH
STAINLESS STEEL
BACKSPLASH
2" x 2" CONTINUOUS BENT
PLATE BETWEEN BRACKETS
SECURE TO WALL @ 24" O.C.
2" x 2" CONTINUOUS BENT
PLATE BETWEEN BRACKETS
SECURE TO WALL @ 24" O.C.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S C
A F
E T
E R
IA
R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
W Q
R D
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-420
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
W
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
C A
S E
W O
R K
D E
T A
IL
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -4
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/8
/2
SCALE: 3/8" = 1'-0"A-110
CASEWORK ELEVATION1
SCALE: 1" = 1'-0"A-420
SECTION THROUGH
BAR/COUNTER4
SCALE: 1" = 1'-0"A-401
CASHIERS WORK TABLE DETAIL2
SCALE: 1" = 1'-0"A-401
SECTION THROUGH
CONDIMENT TABLE3
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
GRAPHIC SCALE: = 1'-0"
2' 0 4' 6'2' 8'1'
W
2Q R
B0
8-
SERVING AREA
KITCHEN
OFFICE/STORAGE
142 DINING/TRAINING
AREA
CH3
CH3
TYP
CH2
TYP
CH1
D1
CH4
T1
TYP
T2
TYP
CH3
VESTIBULE
1. ALL FF&E ITEMS SHALL BE PROVIDED AND
INSTALLED BY CONTRATOR. REFER TO THE
FF&E PACKAGE.
2. EQUIPMENT IS SHOWN ON I-SHEETS FOR
COORDINATION PURPOSES ONLY.
3. REFER TO SHEETS 1-001 FOR FF&E LEGEND
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
C A
F E
T E
R
IA
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
W Q
R D
W K
IR
K
P A
T R
IC
K
K J O
N E
S
W F
O Y
I-110
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
W
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
E W
IL
S
O N
F U
R N
IT
U
R E
P L A
N
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
I-
CERTIFIED FINAL
SCALE: 3/16" = 1'-0"
FURNITURE PLAN
GRAPHIC SCALE: = 1'-0"
4' 0 8' 12'4' 16'2'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/8
/2
FURNITURE PLAN NOTES
W
2Q R
B0
8-
| G-001 |
| AD130 |
| A-130 |
| A-140 |
| A-180 |
| A-420 |
| I-110 |
File details come from the government source that posted it. Updated .