W912QR20B0018_CafeteriaRenovation_Plans-0000.pdf
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- Solicitation number
- W912QR20B0018
About this file
This document provides details for a federal contract solicitation to renovate cafeteria and conference facilities at a U.S. Army location. The solicitation seeks a firm-fixed-price contract for renovations at the cafeteria and Abrams Center at Joint Systems Manufacturing Center in Lima, Ohio. Renovations to the 5,000 square foot cafeteria will include replacement of ceilings, floors, walls, furniture and equipment as well as installation of a new exhaust hood, fan and audiovisual systems. Renovations to the 3,200 square foot Abrams Center will include improvements to the entryway, conference room, restrooms, and addition of furniture and audiovisual equipment. The contract duration is 360 calendar days with a magnitude between $1,000,000 to $5,000,000. The solicitation will be set aside for small businesses and use sealed bidding procedures. The point of contact is listed for any questions.
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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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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
HA110 HAZARDOUS MATERIAL LOCATIONS
A-110 PARTIAL NEW WORK FLOOR 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.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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CONTRACTOR LAYDOWN AREA
ACCESS GATE
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REFER TO SPECIFICATION SECTION 00 80 00.00 06 FOR
ADDITIONAL INFORMATION ON ACCESS REQUIREMENTS.
NOTES:
1. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF CONTRACTOR LAYDOWN AREA WITH
CONTRACTING OFFICER.
2. CONTRACTOR RESPONSIBLE FOR SECURING CONTRACTOR LAYDOWN AREA.
3. CONTRACTOR SHALL RESTORE CONTRACTOR LAYDOWN AREA TO PRE-CONSTRUCTION
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4. LOCATION OF CONTRACTOR LAYDOWN AREA TO BE CONFIRMED/ DECIDED AFTER AWARD.
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CAFETERIA
GENERAL SHEET NOTES
1. EYE PROTECTION SHALL BE WORN AT ALL TIMES WHILE IN
THE BUILDING.
2. EXACT ROUTES OF TRAVEL INSIDE BUILDING 147 TO BE
CONFIRMED\ DECIDED AFTER AWARD. CONTRACTOR TO
UNDERSTAND THAT ALL ROUTES TO THE AREA MAY NOT
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INDICATES ITEMS TO REMAIN.
INDICATES ITEMS TO BE DEMOLISHED.
INDICATES EXISTING EQUIPMENT.
REFER TO AD111.
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PARTIAL DEMOLITION FLOOR PLAN
GENERAL SHEET NOTES
1 REFER TO AD111 FOR EXISTING EQUIPMENT SCHEDULE.
2 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFETY
AND CLEANLINESS. DUST IS TO BE SWEPT UP AND DEBRIS
IS TO BE REMOVED AT THE END OF EACH DAY.
3 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS
PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING
DEMOLITION THAT ARE TO REMAIN AND TO BE
SALVAGED/RETURNED TO GOVERNMENT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED
TO THE ORIGINAL STATE.
4 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 NEW WORK.
5 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE TANK MANUFACTURING FACILITY. REFER TO SHEET
G-202.
6 DASHED ITEMS ARE TO BE DEMOLISHED UNLESS
OTHERWISE NOTED ON SHEET AD111.
7 REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR STRUCTURAL, MECHANICAL, AND
ELECTRICAL DEMOLITION.
8 CONTRACTOR WILL NEED TO GET PERMISSION FROM THE
PROPERTY DEPARTMENT BEFORE DISCARDING TAGGED,
GOVERNMENT OWNED PROPERTY. IF NOT TAGGED AS
GOVERNMENT PROPERTY IT CAN BE DISPOSED OF.
SHEET KEYNOTES
1 REMOVE EXISTING STORAGE RACKS AND SALVAGE FOR
REUSE.
2 REMOVE TRAY RACKS AND SALVAGE FOR REUSE.
3 REMOVE WALL AND PREP WALL AND FLOOR FOR NEW
DOOR.
4 CONTRACTOR SHALL INCLUDE THE DISPOSAL OF THE
FOLLOWING FURNITURE: APPROXIMATELY 40 ROUND
TABLES, 5 MOBILE TAC BOARDS, AND 100 STACKABLE
CHAIRS.
5 REMOVE EXISTING STEEL SLIDING DOOR AND PREP FLOOR
AND WALL FOR NEW STORE FRONT SYSTEM. REFER TO
ELEVATIONS.
6 DISPOSE OF 3 EXISTING CASH REGISTER TABLES FROM
THE FACILITY.
7 WALL BETWEEN KITCHEN AND SERVING AREA IS TO BE
DEMOLISHED. REFER TO NEW WORK PLAN.
8 DISPOSE OF 2 EXISTING FOLDABLE TABLES FROM THE
FACILITY.
9 GREASE INTERCEPTOR. REFER TO PLUMBING DRAWINGS
PD111 AND PP111. BLOCKED BY FOLDABLE TABLE.
10 ABANDON AND CAP PLUMBING WHERE SINKS ARE
REMOVED.
11 DISPOSE ACOUSTICAL CEILING GRID AND TILES.
12 DISPOSE VCT FLOORING AND BASE.
13 DISPOSE FRP WALL PANELS.
14 DISPOSE WATER HEATER. CAP PLUMBING. REFER TO
PLUMBING DRAWINGS.
15 DISPOSE DOOR, DOOR FRAME, AND ASSOICATED
HARDWARE.
16 ELECTRICAL PANEL TO REMAIN.
17 REMOVE EXISTING SAFE AND SALVAGE FOR REUSE.
18 DISPOSE 1 DESK AND 1 OFFICE CHAIR.
19 REMOVE MOBILE CARTS AND SALVAGE FOR REUSE.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
LEGEND
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EXISTING EQUIPMENT SCHEDULE
TAG # EQUIPMENT DESCRIPTION Dimension MANUFACTURER MODEL # REMARKS
1 ICE COOLER/MAKER DISPOSE & REPLACE 48"W X 34"D MANTIWOK ICE B970 REFER TO NOTE 1
2 ICE/WATER DISPENSER SALVAGE FOR REUSE 36"W X 34"D SUNBEAM REFER TO NOTE 2
3 BLUE BUNNY FREEZER SALVAGE FOR REUSE 29 1/2"W X 25 1/2"D BLUE BUNNY REFER TO NOTE 2
4 CAPPUCCINO MAKER DISPOSE & REPLACE 12 1/2"W X 24"D BUNN REFER TO NOTE 1
5 ICE CREAM MAKER DISPOSE 18"W X 32"D X 58"H TAYLOR FREEZER 907A REFER TO NOTE 3
6 DRINK COOLER #1 DISPOSE & REPLACE 54"W X 29"D PEPSI REFER TO NOTE 1
7 DRINK COOLER #2 DISPOSE & REPLACE 54"W X 29"D PEPSI REFER TO NOTE 1
8 NACHO CHEESE DISPENSER DISPOSE 9"W X 17"D GEHL G-30002 REFER TO NOTE 3
9 HOTDOG ROLLER GRILL DISPOSE 24"W X 19"D APW WYOTT HRS-31 REFER TO NOTE 3
10 SERVING COUNTER #1 DISPOSE & REPLACE 96"W X 48"D X 37"H REFER TO NOTE 1
11 SERVER COUNTER #2 DISPOSE & REPLACE 144"W X 48"D X 37"H REFER TO NOTE 1
12 SERVER COUNTER #3 DISPOSE & REPLACE 96"W X 48"D X 37"H REFER TO NOTE 1
13 SOUP/NACHO SERVING COUNTER DISPOSE & REPLACE 144"W X 48"D X 37"H REFER TO NOTE 1
14 STORAGE SERVING COUNTER DISPOSE 144"W X 48"D X 37"H REFER TO NOTE 3
15 COFEE/DRINK COUNTER DISPOSE & REPLACE 165"W X 36"D X 37"H REFER TO NOTE 1
16 HEATER FOR MAIN SERVER COUNTERS X4 DISPOSE & REPLACE 12" X 20" EACH WELLS SS-300 REFER TO NOTE 1
17 FRUIT BAR SERVING COUNTER SALVAGE FOR REUSE 74"W X 54"D REFER TO NOTE 2
18 SALAD SERVING COUNTER SALVAGE FOR REUSE 74"W X 48"D X 37"H REFER TO NOTE 2
19 SOUP WARMER DISPOSE & REPLACE 14"W X 22"D CAYENNE VOLLRATH 71001 REFER TO NOTE 1
20 CONVECTION OVEN DISPOSE & REPLACE 48"W X 38"D IMPERIAL ICV11 REFER TO NOTE 1
21 PIZZA ROLLER SALVAGE FOR REUSE 30 1/2"W X 27 1/2"D ACME REFER TO NOTE 2
22 PIZZA OVEN DISPOSE & REPLACE 78"W X 58"D X 92"H LINCOLN IMPINGER 7W35600926 REFER TO NOTE 1
23 GRILL SALVAGE FOR REUSE 48"W X 33"D X 19"H ULTRAMAX REFER TO NOTE 2
24 FRYER #1 DISPOSE & REPLACE 15.5"W X 34.38"D VULCAN 1ER5OAR REFER TO NOTE 1
25 FRYER #2 DISPOSE & REPLACE 15.5"W X 34.38"D VULCAN 1ER5OAR REFER TO NOTE 1
26 MOBILE BURNERS DISPOSE & REPLACE 32"W X 38"D KEVRY SR-1151N-1W REFER TO NOTE 1
27 POTS AND PANS SINK DISPOSE & REPLACE 69 1/2"W X 22"D REFER TO NOTE 1
28 HANDSINK DISPOSE & REPLACE 17"W X 15"D REFER TO NOTE 1
29 VEGETABLE SINK DISPOSE & REPLACE 41"W X 22"D REFER TO NOTE 1
30 REFRIGERATED WORK TABLE SALVAGE FOR REUSE 72"W X 36"D X 36"H REFER TO NOTE 2
31 MICROWAVE #1 DISPOSE & REPLACE 30"W X 16"D REFER TO NOTE 1
32 MICROWAVE #2 DISPOSE & REPLACE 30"W X 16"D REFER TO NOTE 1
33 MIXER SALVAGE FOR REUSE 19"W X 23 1/2"D HOBART REFER TO NOTE 2
34 SLICER SALVAGE FOR REUSE 32"W X 26"D HOBART REFER TO NOTE 2
35 EXHAUST HOOD DISPOSE & REPLACE 216"W X 60"D REFER TO NOTE 1
36 SS KITCHEN TABLE SALVAGE FOR REUSE 90"W X 35"D X 36"H REFER TO NOTE 2
37 SS KITCHEN TABLE SALVAGE FOR REUSE 72"W X 30"D X 36"H REFER TO NOTE 2
38 SS KITCHEN TABLE SALVAGE FOR REUSE 72"W X 30"D X 36"H REFER TO NOTE 2
39 SS KITCHEN TABLE REPLACE 48"W X 24"D X 36"H REFER TO NOTE 1
40 TRASH RECEPTACLE CUBE #1 DISPOSE 52"W X 28"D REFER TO NOTE 3
41 TRASH RECEPTACLE CUBE #2 DISPOSE 52"W X 28"D REFER TO NOTE 3
42 CONDIMENT COUNTER #1 DISPOSE 96"W X 28"D REFER TO NOTE 3
43 CONDIMENT COUNTER #2 DISPOSE 60"W X 28"D REFER TO NOTE 3
GENERAL SHEET NOTES
1 CONTRACTOR SHALL REMOVE AND REPLACE ALL
EXISTING EQUIPMENT UNLESS NOTED. REFER TO
SPECIFICATION SECTION 11 46 01.01 APPENDIX TO FOOD
SERVICE EQUIPMENT FOR NEW EQUIPMENT
REQUIREMENTS.
2 CONTRACTOR TO REMOVE AND SALVAGE FOR REUSE.
EQUIPMENT SALVAGED FOR REUSE SHALL BE
TEMPORARILY STORED IN THE EATING AREA.
ALTERNATIVE ACCOMODATIONS MAY BE NECCESARY
DURING EPOXY FLOORING INSTALLATION.
3 CONTRACTOR WILL NEED TO GET PERMISSION FROM THE
PROPERTY DEPARTMENT BEFORE DISCARDING TAGGED,
GOVERNMENT OWNED PROPERTY. IF NOT TAGGED AS
GOVERNMENT PROPERTY IT CAN BE DISPOSED OF.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
K J I H
SERVING
OFFICE
KITCHEN
INDICATES LOCATION WHERE PHOTO WAS
TAKEN REFER TO SHEET AD121.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
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S U
B M
IT
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B Y
S
IZ
E
F
IL
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IS
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U E
D A
T E
C O
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R A
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N O
S O
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IC
IT
A
T
IO
N N
O
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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
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L
IM
A S
R M
P R
O J E
C T
S
C A
F E
T E
R
IA
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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
AD120
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
F E
T E
R
IA
P H
O T
O R
E F
E R
N C
E
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 D
CERTIFIED FINAL
M A
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D E
S C
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SCALE: 1/8" = 1'-0"
CAFETERIA PHOTO REFERENCE SHEET
GENERAL SHEET NOTES
1 FOR REFERENCE ONLY. THIS DRAWING IS NOT PART OF
THE CONSTRUCTION CONTRACT.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
LEGEND
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
D R
A W
N B
Y
D E
S
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N B
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B M
IT
T
E D
B Y
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IZ
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F
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IS
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D A
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C O
N T
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N O
S O
L
IC
IT
A
T
IO
N N
O
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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
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B
L
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A O
H
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L
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A S
R M
P R
O J E
C T
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C A
F E
T E
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IA
R E
N O
V A
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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
AD121
L O
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IS
V
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L E
D
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T R
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W
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A R
T
IN
L U
T H
E R
K
IN
G J
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L O
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V
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L E
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C K
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A M
C C
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P H
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J O
IN
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S M
A N
U F
A C
T U
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IN
G C
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T E
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A D
CERTIFIED FINAL
SCALE: NTSAD121
DINING/CAFETERIA AREA1
SCALE: NTSAD121
EXISTING CASH REGISTERS2
SCALE: NTSAD121
DINING/CAFETERIA SEATING3
SCALE: NTSAD121
GRILL AND PIZZA OVEN4
SCALE: NTSAD121
KITCHEN VIEWING TOWARDS SERVING AREA5
SCALE: NTSAD121
SERVING AREA VIEWING INTO KITCHEN6
SCALE: NTSAD121
OFFICE EXTERIOR DOUBLE DOOR7
SCALE: NTSAD121
ELECTRICAL PANEL8
SCALE: NTSAD121
STEEL SLIDING DOOR9
M A
R K
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
D R
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N B
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N B
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S U
B M
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IZ
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F
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IS
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U E
D A
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C O
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C T
N O
S O
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IC
IT
A
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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
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A O
H
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L
IM
A S
R M
P R
O J E
C T
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C A
F E
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R
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N O
V A
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N P
J U
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W
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L A
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O R
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L
IU
S
W F
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HA110
L O
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V
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T R
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L U
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E R
K
IN
G J
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L
L O
U
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V
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L E
K
E N
T U
C K
Y
A M
C C
O Y
H A
Z A
R D
O U
S M
A T
E R
IA
L L
O C
A T
IO
N
S
J O
IN
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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
H A
CERTIFIED FINAL
M A
R K
D E
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On December 17, 2019 Nichole Lashley, Ohio Department of Health (ODH) Certified Asbestos
Hazard Evaluation Specialist (ES#34071), conducted an Asbestos ASTM E2356-10 for Pre-Construction
Survey at the Lima SRM Facility 147 Cafeteria Renovation. The following list summarizes the Asbestos Containing Materials (ACM) determined to be present (Note:
Functional space designations were declared by the assessor and may not represent actual user functional space declarations.):
No Regulated Asbestos Containing Materials (RACM) was determined to be present within the confines of the renovation areas anticipated to be impacted or disturbed as a result of this project.
The following Category I Non-Friable Asbestos Containing Materials (ACM) were determined within the confines of the project scope of work:
• Black Mastic associated with the 12" x 12" Gray floor tile – Cafeteria flooring. ~
4,318 ft² of single layer.
The following Category II Non-Friable ACM were assumed within the confines of the project scope of work:
• Sink Undercoating – Kitchen (3 industrial sinks) ~36 ft².
• Fire Doors - 4 ACM fire doors – Dining Hall (2) and Office/Storage (2) adjacent to
Kitchen.
1.2 Lead Overview
All the painted surfaces on the exterior and interior of the structure should be considered lead-based paint. Contractors impacting or disturbing painted substrates that would require grinding, sanding, scraping, abrasive blasting, welding, cutting and/or torch burning would need to comply with the OSHA Lead in Construction Standard, 29 CFR 1926.62. The OSHA Permissible
Exposure Limit (PEL) for airborne lead exposure concentrations which has been established to be 50 micrograms per cubic meter and the OSHA Action Level has been established to be 30 micrograms per cubic meter. All contractors will be required to perform personal exposure monitoring when disturbing any existing painted substrates and components and compare sample results to the OSHA regulatory threshold levels and conduct work practices accordingly.
1.3 Hazardous Building Materials Overview
The following hazardous materials were reported by Auxano Environmental to be in the cafeteria of Facility 147:
• Water/Ice Machine (2 Units)
• Fluorescent Light Bulbs (200)
• Light Ballasts (50)
• Fire Extinguishers (6)
• 20 Gallon Grease Trap (1)
1.4 Mold
On December 17, 2019 Ms. Lashley determined that surface mold was present in the cafeterias
HVAC system. It is recommended that if the HVAC system remains that it be cleaned, and a biocide utilize to eradicate any existing colonies found within the equipment.
Additionally, the ceiling tiles around the air handler discharge locations were noted to have mold colonies present. It is anticipated that ~200 ft² of ceiling tile will need to be removed as part of this project. The mold should be removed in accordance with “Mold Rededication in Schools and Commercial Buildings”
HAZARDOUS MATERIAL LOCATIONS
GENERAL SHEET NOTES
1 THE FLOOR PLAN ON THIS SHEET AND IN THE
HAZARDOUS MATERIALS REPORT DOES NOT REFLECT
THE EXISTING CAFETERIA PLAN AND INCLUDES THE
GAGE LAB IN ADDITION TO THE CAFETERIA SPACE.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
A-200
A-200
SERVING AREA
KITCHEN
OFFICE/STORAGE
DINING/TRAINING
AREA
31' - 3 1/2"
126' - 8"
22' - 3 3/4"
A-300
A-300
A-400
A-200
A-200
A-300
A-300
TYP.
A-401
A-400
VESTIBULE
A-420
61' - 8 1/4"
A
B
A
A-421
A-421
INDICATES NEW WORK ITEMS.
INDICATES EXISTING ITEMS TO REAMAIN.
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
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B Y
S
IZ
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F
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N O
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C O
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F E
N G
IN
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E R
S
C H
E C
K E
D B
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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
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B
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A O
H
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L
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A S
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P R
O J E
C T
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A F
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O V
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N
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J U
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W Q
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L A
N F
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D
J C
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N E
L
IU
S
W F
O Y
A-110
L O
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V
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L E
D
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T R
IC
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W
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
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IS
V
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L E
K
E N
T U
C K
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A M
C C
O Y
P A
R T
IA
L N
E W
W O
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F L O
O R
P L A
N
J O
IN
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S Y
S T
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S M
A N
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A C
T U
R
IN
G C
E N
T E
R
A -1
CERTIFIED FINAL
SCALE: 1/8" = 1'-0"
PARTIAL NEW WORK FLOOR PLAN
GENERAL SHEET NOTES
1 REFER TO SHEETS A-400, A-401 AND A-402 FOR
ENLARGED EQUIPMENT PLANS AND KITCHEN EQUIPMENT.
2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
3 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS
NECESSARY, ALL UNUSED OPENINGS OR AREAS
DAMAGED DURING DEMOLITION IN PREPERATION FOR
NEW CONSTRUCTION.
4 COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND
ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS.
5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFETY AND CLEANLINESS. DUST IS TO BE SWEPT UP
AND DEBRIS IS TO BE REMOVED AT THE END OF EACH
DAY.
6 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.
7 REFER TO SHEET A-610 FOR FINISH SCHEDULE.
8 REPAIR DAMAGED WALLS IN DINING AND SERVING
AREAS.
9 REPAIR CONCRETE SLAB IN AREAS OF FLOORING DEMO
AS REQUIRED FOR NEW FLOORING.
10 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE TANK MANUFACTURING FACILITY. REFER TO
SHEET G-202.
11 PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS. FOR
NEW WALL CONSTRUCTION REFER TO SHEET A-542,
DETAIL 1. FOR EXISTING WALLS MAKE SURE
ATTACHMENTS ARE IN THE STUD OR WEB OF CMU BLOCK.
12 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 THE BASIS OF DESIGN PRODUCTS, OTHER
MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS
THE STANDARD OF QUALITY AND CHARACTERISTICS OF
THE SUBSTITUTED MANUFACTURERE MEET OR EXCEED
THE STANDARD OF QUALITY AND CHARACTERISTICS OF
THE BASIS OF DESIGN.
SHEET KEYNOTES
1 COUNTERTOP AT 42" FOR SEATING. REFER TO A-420.
2 EXISTING STORAGE RACK RELOCATED.
3 INSTALL NEW WATER HEATER.
4 EXISTING STORAGE RACKS TO REMAIN.
5 EXISTING SAFE TO REMAIN.
6 INSTALL 55" WALL MOUNTED MONITOR. PROVIDE
BLOCKING. MOUNT BOTTOM 52.5" A.F.F.
7 EXISTING DOOR OPENING, FIELD VERIFY DIMENSIONS.
8 WALL MOUNTED FIRE EXSTINGUISHER. REFER TO LIFE
SAFETY PLAN.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
LEGEND
M A
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D E
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N D
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
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B0
8-
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OSOS
9' - 6"
9' - 6"
9' - 6"
9' - 6"
9' - 6"
2'-0" X 2'-0" SUSPENDED ACOUSTICAL
CEILING
2'-0" X 4'-0" LED
OCCUPANCY SENSOROS
SHEET ID
1 2 6 7
D R
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US Army Corps of Engineers ®
A N
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A-140
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C K
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C C
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F L E
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C E
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IN
G P
L A
N
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A N
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A -1
CERTIFIED FINAL
M A
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SCALE: 1/8" = 1'-0"
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 HUING ITEMS SHALL
BE CENTERED IN ACOUSTICAL CEILING TILE.
4 REFER TO SPECIFICATIONS FOR ACCESS PANEL
REQUIREMTNS IN CEILINGS.
5 FINISH FLOOR ELEVATION IS ASSUMED TOI BE AT 100'-0"
REFER TO STRUCTURAL DRAWINGS FOR ACTUAL FINISH
FLOOR ELEVATIONS.
LEGEND
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
SHEET KEYNOTES
1 OPENING FOR EXHAUST HOOD IN KITCHEN.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
SERVING AREA
KITCHEN
OFFICE/STORAGE
DINING/TRAINING
AREA
I04
I03
I04
I03
I02
I05
I01
I01
I02
I01
I01
I02
A-421
A-421
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
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"
/2
/2
/1
/1
/8
"1 /2
/2
/8
Squad Leaders
CAFETERIA
2" 1' - 8" 2"
MIN MIN
HELVETICA MEDIUM TEXT
COLOR : WHITE
PANEL COLOR:
COLOR: 701 DARK NEUTRAL
DOOR DOOR
FRAME
9" 6"
OFFICE
T O
C E
N T
E R
L
IN
E O
F S
IG
N
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
SHEET ID
1 2 6 7
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C H
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US Army Corps of Engineers ®
A N
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A
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G O
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W Q
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W K
IR
K
P A
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IC
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K J O
N E
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W F
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A-180
L O
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W
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L U
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L O
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C K
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E W
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P L A
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A -1
CERTIFIED FINAL
M A
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SCALE: 3/16" = 1'-0"
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"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
FLOOR LEVEL
100' - 0"
108 9
KITCHEN CEILING (SUSPENDED)
109' - 6"
PRE-CAST CONCRETE CEILING
109' - 10"
GAGE LABCAFETERIA
FLOOR LEVEL
100' - 0"
K J I H
KITCHEN CEILING (SUSPENDED)
109' - 6"
PRE-CAST CONCRETE CEILING
109' - 10"
GAGE LAB
CAFETERIA GAGE LAB
FLOOR LEVEL
100' - 0"
10 89
KITCHEN CEILING (SUSPENDED)
109' - 6"
PRE-CAST CONCRETE CEILING
109' - 10"
GAGE LAB
GAGE LAB CAFETERIA
FLOOR LEVEL
100' - 0"
KJIH
KITCHEN CEILING (SUSPENDED)
109' - 6"
PRE-CAST CONCRETE CEILING
109' - 10"
2 2
GAGE LAB
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
A N
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A -2
CERTIFIED FINAL
SCALE: 1/8" = 1'-0"A-110
EAST ELEVATION1
SCALE: 1/8" = 1'-0"A-110
SOUTH ELEVATION3
SCALE: 1/8" = 1'-0"A-110
WEST ELEVATION4
SCALE: 1/8" = 1'-0"A-110
NORTH ELEVATION2
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
GENERAL SHEET NOTES
1 REFER TO MECHANICAL AND ELECTRIICAL DRAWINGS.
2 PROVIDE BACKER RODS AND SEALANT AT JOINTS
BETWEEN DISSIMILAR MATERIALS. MINIMUM 3/4".
3 REFER TO SHEET A-610 FOR EXTERIOR FINISH.
4 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE
SLAB ELEVATIONS.
6 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE TANK MANUFACTURING FACILITY. REFER TO
SHEET G-202.
SHEET KEYNOTES
1 EXISTING CMU.
2 EXISTING PERSONNEL DOOR.
3 PRE-FINISHED ALUMINUM STOREFRONT.
4 EXISTING PRECAST CONCRETE CEILING.
5 EXTRUDED PART OF GAGE LAB.
6 NEW PERSONNEL DOOR. EXISTING DOOR OPENING, FIELD
VERIFY DIMENSIONS.
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8-
10 89
EXISTING GAGE LAB
K J I H
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
A N
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F
A
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G O
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3 4 5 8 9 10
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A-300
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A -3
CERTIFIED FINAL
SCALE: 1/8" = 1'-0"A-110
BUILDING SECTION1
SCALE: 1/8" = 1'-0"A-110
BUILDING SECTION 22
GENERAL SHEET NOTES
1 REFER TO MECHANICAL AND ELECTICAL DRAWINGS.
2 PROVIDE BACKER RODS AND SEALANT AT JOINTS
BETWEEN DISSIMILAR MATERIALS. MINIMUM 3/4".
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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5' - 4"
31' - 3 1/2"
24' - 10"8
2' - 6"
KITCHEN
8' - 0"
/2
5' - 0"
232624 25
31 32
34 33
KITCHEN
INDICATES NEW ITEMS OR EXISTING ITEMS
TO BE RELOCATED.
INDICATES EXISTING ITEMS TO REMAIN.
SHEET ID
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US Army Corps of Engineers ®
A N
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A
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3 4 5 8 9 10
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A -4
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"A-110
ENLARGED DIMENSIONED KITCHEN PLAN1
GENERAL SHEET NOTES
1 REFER TO SHEET A-402 FOR NEW WORK EQUIPMENT
SCHEDULE.
2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
3 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS
NECESSARY, ALL UNUSED OPENINGS OR AREAS
DAMAGED DURING DEMOLITION IN PREPERATION FOR
NEW CONSTRUCTION.
4 COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND
ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS.
5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFETY AND CLEANLINESS. DUST IS TO BE SWEPT UP
AND DEBRIS IS TO BE REMOVED AT THE END OF EACH
DAY.
6 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.
7 REFER TO SHEET A-610 FOR FINISH SCHEDULE.
8 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE TANK MANUFACTURING FACILITY. REFER TO
SHEET G-202.
9 PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS. FOR
NEW WALL CONSTRUCTION REFER TO SHEET A-542,
DETAIL 1. FOR EXISTING WALLS MAKE SURE
ATTACHMENTS ARE IN THE STUD OR WEB OF CMU
BLOCK.
10 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 OF QUALITY AND CHARACTERISTICS OF
THE BASIS OF DESIGN.
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
SCALE: 1/4" = 1'-0"A-110
ENLARGED NOTED KITCHEN PLAN2
LEGEND
INDICATES EQUIPMENT. REFER TO A-402.
SHEET KEYNOTES
1 PATCH WALL WHERE PIPING FOR SINKS ARE REMOVED.
2 EXISTING GREASE INTERCEPTOR. REFER TO PLUMBING
DRAWINGS PD111 AND PP111.
3 REPAIR AND LEVEL EXISTING CONCRETE FLOOR SLAB.
4 RELOCATED EXISTING CARTS AND RACKS.
5 INSTALL FRP ON EXISTING WALL MATERIAL.
6 ALIGN WALL FINISH WITH EXISTING CMU WALL. PROVIDE
FRP TRIM. REFER TO A-540.
7 WALL MOUNTED FIRE EXSTINGUISHER. REFER TO LIFE
SAFETY PLAN.
8 INSTALL WALL MOUNTED PAPER TOWEL DISPENSER.
9 INSTALL WALL MOUNTED SOAP DISPENSER.
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INDICATES WALL CONSTRUCTION. REFER TO
A-540 FOR WALL TYPES.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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B0
8-
A-300
A-300
A-300
A-300
11' - 4"
SERVING AREA
KITCHEN
123 46
DINING/TRAINING
AREA
VESTIBULE
A
B
C
A
B
C
D
/4
8' - 8"
TYP. TYP.
39' - 9 3/8"
3' - 0"
A-420
A-420
INDICATES NEW WORK ITEMS.
INDICATES EXISTING ITEMS TO REMAIN.
SHEET ID
1 2 6 7
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D B
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US Army Corps of Engineers ®
A N
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F
A
C A
T E
G O
R Y
C O
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3 4 5 8 9 10
G
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A-401
L O
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A -4
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"A-110
ENLARGED SERVING AREA PLAN1
GENERAL SHEET NOTES
1 REFER TO SHEET A-402 FOR NEW WORK EQUIPMENT
SCHEDULE.
2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
3 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS
NECESSARY, ALL UNUSED OPENINGS OR AREAS
DAMAGED DURING DEMOLITION IN PREPERATION FOR
NEW CONSTRUCTION.
4 COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND
ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS.
5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFETY AND CLEANLINESS. DUST IS TO BE SWEPT UP
AND DEBRIS IS TO BE REMOVED AT THE END OF EACH
DAY.
6 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.
7 REFER TO SHEET A-610 FOR FINISH SCHEDULE.
8 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE TANK MANUFACTURING FACILITY. REFER TO
SHEET G-202.
9 PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS. FOR
NEW WALL CONSTRUCTION REFER TO SHEET A-542,
DETAIL 1. FOR EXISTING WALLS MAKE SURE
ATTACHMENTS ARE IN THE STUD OR WEB OF CMU BLOCK.
10 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 OF QUALITY AND CHARACTERISTICS OF
THE BASIS OF DESIGN.
SHEET KEYNOTES
1 NEW WALL TO SEPERATE DINING/TRAINING SPACE FROM
SERVING AREA.
2 NEW DOOR. STAYS OPEN DURING EATING PERIODS.
CLOSED DURING TRAINING HOURS.
3 EXISTING CASH REGISTER.
4 EXISTING WEIGHT SCALES.
5 NEW PRE-FINISHED ALUMINUM STOREFRONT. REFER TO
SHEET A-500 FOR FRAME TYPES.
6 EXISTING WALL WITH ELECTRICAL PANEL.
7 NEW PERSONNEL DOOR FOR OFFICE/STORAGE ACCESS.
8 RELOCATED EXISTING CARTS AND STORAGE RACKS.
9 WALL MOUNTED FIRE EXSTINGUISHER. REFER TO LIFE
SAFETY PLAN.
10 EXISTING DOOR OPENING, FIELD VERIFY DIMENSIONS.
11 BUILT-IN CONDIMENT COUNTER. REFER TO SHEET A-420.
12 8'-0" X 2'-6" CASHIER'S WORKTABLE. REFER TO SHEET
A-420.
13 6'-0" X 2'-6" CASHIER'S WORKTABLE. REFER TO SHEET
A-420.
LEGEND
INDICATES EQUIPMENT. REFER TO A-402.
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4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
D R
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US Army Corps of Engineers ®
A N
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A
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G O
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A -4
CERTIFIED FINAL
M A
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NEW WORK EQUIPMENT SCHEDULE
TAG # EQUIPMENT DESCRIPTION DIMENSION MANUFACTURER MODEL # REMARKS
1 ICE COOLER/MAKER NEW 48"W X 34"D REFER TO NOTE 1
2 ICE/WATER DISPENSER SALVAGED FOR REUSE 36"W X 34"D SUNBEAM REFER TO NOTE 2
3 BLUE BUNNY FREEZER SALVAGED FOR REUSE 29 1/2"W X 25 1/2"D BLUE BUNNY REFER TO NOTE 2
4 CAPPUCCINO MAKER NEW 12 1/2"W X 24"D REFER TO NOTE 1
6 DRINK COOLER #1 NEW 54"W X 29"D REFER TO NOTE 1
7 DRINK COOLER #2 NEW 54"W X 29"D REFER TO NOTE 1
10 HOT FOOD 4 WELLS SERVING COUNTER #1 NEW 64.5"W X 28"D X 36"H GALLEY REFER TO NOTE 1
11 PIZZA COUNTER NEW 50"W X 28"D X 36"H GALLEY REFER TO NOTE 1
12 HOT FOOD 4 WELLS SERVING COUNTER #2 NEW 64.5"W X 28"D X 36"H GALLEY REFER TO NOTE 1
13 SOUP WARMER SERVING COUNTER NEW 96"W X 30"D X 37"H REFER TO NOTE 1
15 COFFEE/DRINK SERVING COUNTER NEW 96"W X 30"D X 37"H REFER TO NOTE 1
16 HEATED ENTREE MODULE NEW 28"W X 28"D X 36"H GALLEY REFER TO NOTE 1
17 FRUIT BAR SERVING COUNTER SALVAGED FOR REUSE 74"W X 54"D REFER TO NOTE 2
18 SALAD SERVING COUNTER SALVAGED FOR REUSE 74"W X 54"D REFER TO NOTE 2
19 SOUP WARMER NEW 14"W X 22"D REFER TO NOTE 1
20 CONVECTION OVEN NEW 48"W X 38"D REFER TO NOTE 1
21 PIZZA ROLLER SALVAGED FOR REUSE 30 1/2"W X 27 1/2"D ACME REFER TO NOTE 2
22 PIZZA OVEN NEW 78"W X 58"D X 92"H REFER TO NOTE 1
23 GRILL SALVAGED FOR REUSE 48"W X 33"D X 19"H ULTRAMAX REFER TO NOTE 2
24 FRYER #1 NEW 15.5"W X 34.38"D REFER TO NOTE 1
25 FRYER #2 NEW 15.5"W X 34.38"D REFER TO NOTE 1
26 MOBILE BURNERS NEW 32"W X 38"D REFER TO NOTE 1
27 POTS AND PANS SINK NEW 79" X 20" REFER TO NOTE 1
28 HANDSINK NEW 17"W X 15"D REFER TO NOTE 1
29 VEGETABLE SINK NEW 72"W X 22"D REFER TO NOTE 1
30 REFRIGERATED WORK TABLE SALVAGED FOR REUSE 72"W X 36"D X 36"H REFER TO NOTE 2
31 MICROWAVE #1 NEW 30"W X 16"D REFER TO NOTE 1
32 MICROWAVE #2 NEW 30"W X 16"D REFER TO NOTE 1
33 MIXER SALVAGED FOR REUSE 19"W X 23 1/2"D HOBART REFER TO NOTE 2
34 SLICER SALVAGED FOR REUSE 32"W X 26"D HOBART REFER TO NOTE 2
35 EXHAUST HOOD NEW 298"W X 60"D REFER TO NOTE 1
36 SS KITCHEN TABLE SALVAGED FOR REUSE 90"W X 35"D X 36"H REFER TO NOTE 2
37 SS KITCHEN TABLE SALVAGED FOR REUSE 72"W X 30"D X 36"H REFER TO NOTE 2
38 SS KITCHEN TABLE SALVAGED FOR REUSE 72"W X 30"D X 36"H REFER TO NOTE 2
39 SS KITCHEN TABLE NEW 60"W X 30"D X 36"H REFER TO NOTE 1
48 SS MOBILE BREAD AND BATTER TABLE NEW 36"W X 30"D X 36"H REFER TO NOTE 1
49 SS KITCHEN TABLE NEW 60"W X 30"D X 36"H REFER TO NOTE 1
50 TRAY STARTER NEW 34.75"W X 28"D X 47.5"H GALLEY REFER TO NOTE 1
51 45 DEGREE CORNER MODULE #1 NEW 35.25"W X 28"D X 36"H GALLEY REFER TO NOTE 1
52 45 DEGREE CORNER MODULE #2 NEW 35.25"W X 28"D X 36"H GALLEY REFER TO NOTE 1
GENERAL SHEET NOTES
1 REFER TO SPECIFICATION SECTION 11 46 01.01 APPENDIX
TO FOOD SERVICE EQUIPMENT FOR NEW EQUIPMENT
REQUIREMENTS.
2 CONTRACTOR SHALL REMOVE THESE ITEMS FROM
TEMPORARY STORAGE FOR REUSE. REFER TO SHEETS
A-110, A-400, AND A-401 FOR EQUIPMENT LOCATIONS.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
A-420
CASHIER'S
WORK TABLE
CONDIMENT TABLE BAR/COUNTER
A-420
A-420
55" WALL MOUNTED MONITOR
11' - 4 3/4"
ACOUSTIC WALL PANEL
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
STAINLESS
STEEL ON 3/4"
MDF
SOLID SURFACE
OVER 3/4" MDF
BOARD
2" DIAMETER
STAINLESS
STEEL LEGS 3
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
SHEET ID
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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'
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
4' - 1 7/16"9' - 6"4' - 1 7/16"
ACOUSTICAL WALL PANELS
12' - 3 3/4"4' - 6 1/4"12' - 3 3/4"
/8
4"
3' - 6 9/16" 3' - 6 9/16"
/8
10"
3' - 6 9/16" 3' - 6 9/16"10"1
/1
6' - 7 1/2"
55" WALL MOUNTED MONITOR
ACOUSTIC WALL PANEL
9' - 10 7/8"4' - 6 1/4"9' - 10 7/8" 23' - 10 1/2"
AWP-3
AWP-3
AWP-3
1' - 3"1' - 9 7/8" 2' - 10 1/8"4
4"
1' - 9"
1' - 8"
8 5/8"
10" 1' - 3"2' - 4 1/8" 2' - 4 1/8"
2' - 4 7/16"2' - 3 7/8" 2' - 9 5/16" 1' - 0"
/8
/1
/8
AWP-3AWP-3
SHEET ID
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SCALE: 3/8" = 1'-0"A-110
INTERIOR ELEVATION SOUTH WALL1
SCALE: 3/8" = 1'-0"A-110
INTERIOR ELEVATION NORTH WALL2
GRAPHIC SCALE: = 1'-0"
2' 0 4' 6'2' 8'1'
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
3' - 0"
6' - 0"
6' - 0"
6"
2' - 0"
6" 6"
2' - 0"
6"
6"
2' - 0"
6"
3' - 0"
A B C D
" 2
6"
2' - 0"
6" 6"
2' - 0"
6"
40% FROSTED
GLASS
" 2
6"
2' - 0"
6"
E
40% FROSTED
GLASS
3' - 0"
F
6"
2' - 0"
6"
3' - 0"
"1
/2
"1
/2
G
"1
/2
"1
/2
5' - 0"
2' - 6" 2' - 6"
6"
1' - 6"
6" 6"
1' - 6"
6"
3' - 0"
2"
6' - 0"
2"
1 2
3' - 0"
2"
11' - 0"
2"
2" 2' - 4"
2" 6' - 0"
2" 2' - 4"
2"
5' - 2"
" 2"
4' - 10" 2"
2"
1' - 2"
2" 3' - 0" 2"
4"
2"
11' - 5"
2" 5' - 5 1/2" 2" 5' - 5 1/2"
2"
5' - 0"
2"
ALUM ALUMINUM
EXT EXTERIOR
HM HOLLOW METAL
SCW SOLID CORE WOOD
SHEET ID
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US Army Corps of Engineers ®
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CERTIFIED FINAL
M A
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DOOR SCHEDULE
DOOR OPENING DOOR FRAME DETAIL
REMARKS
KEY
SIDE
HARDWARE
SETDOOR NUMBER WIDTH HEIGHT LABEL TYPE MATERIAL THICKNESS TYPE MATERIAL HEAD JAMB THRESHOLD DOOR NUMBER
138 A 6' - 0" 7' - 0" D ALUM 1 3/4" 4 ALUM 5/A-501 6/A-501 EXT 1 138 A
138 B 3' - 0" 7' - 0" E ALUM 1 3/4" 5 ALUM 5/A-501 6/A-501 138 2 138 B
138 C 3' - 0" 7' - 0" E ALUM 1 3/4" 5 ALUM 5/A-501 6/A-501 138 2 138 C
139 A 3' - 0" 7' - 0" F HM 1 3/4" 1 HM 9/A-501 8/A-501 7/A-501 3 139 A
139 B 3' - 0" 7' - 0" F HM 1 3/4" 1 HM 9/A-501 8/A-501 7/A-501 3 139 B
140 A 3' - 0" 7' - 0" A HM 1 3/4" 1 HM 1/A-501 2/A-501 7/A-501 140 4 140 A
140 B 6' - 0" 8' - 0" B SCWD 1 3/4" 2 HM 1/A-501 2/A-501 140 5 140 B
140 C 3' - 0" 8' - 0" B SCWD 1 3/4" 2 HM 1/A-501 2/A-501 140 6 140 C
140 D 3' - 0" 7' - 0" C HM 1 3/4" 3 HM 10/A-501 8/A-501 142 7 140 D
142 A 5' - 0" 7' - 0" G HM 1 3/4" 7 HM 9/A-501 8/A-501 7/A-501 8 142 A
SCALE: 1/4" = 1'-0"
Door Types
SCALE: 1/4" = 1'-0"
Frame Types
GENERAL SHEET NOTES
1 REFER TO FLOOR PLANS AND ELEVATIONS FOR
LOCATIONS OF ALL DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE AND
ANCHORING REQUIREMENTS.
3 TYPICAL DOORS IN STUD WALLS SHALL BE 4" TO 6" FROM
NEAREST WALL UNLESS OTHERWISE INDICATED.
TYPICAL DOORS IN STUD WALLS SHALL BE 4" TO 6" FROM
NEAREST WALL UNLESS OTHERWISE INDICATED.
4 ALL EXTERIOR HOLLOW METAL FRAMES AND DOORS
SHALL BE GALVANIZED AND PREPPED FOR PAINT.
5 ALL EXIT DOOR HARDWARE SHALL ALLOW DOORS TO BE
OPENED IN THE DIRECTION OF EXIT WITHOUT THE USE
OF A KEY OF SPECIAL KNOWLEDGE OR EFFORT.
6 PREP DOOR AND FRAMES TO CONCEAL WIRING WHERE
REQUIRED. REFER TO ELECTRICAL DRAWINGS.
7 ALL WOOD DOORS SHALL BE CATEGORY 'A' FOR
GASKETING, SELF-CLOSING, AND SHELF LATCHING.
8 TRANSITION STRIPS SHALL BE USED WHEN FLOOR
MATERIAL CHANGES AT FLOOR AND NO THRESHOLDS IS
SCHEDULED WITH THE HARDWARE SET. TRANSITION
STRIPS SHALL CENTER UNDER THE DOOR.
9 WINDOW PANELS IN ALL DOORS AND SIDELIGHTS OF
DOOR FRAMES SHALL BE INSULATED WITH TEMPERED
GLASS ON EXTERIOR PANES AND LAMINATED ANNEALED
GLASS ON INTERIOR PANES.
10 REMOVABLE GLAZING STOPS ON BORROWED LITES
SHALL BE INSTALLED ON SECURE SIDE.
LEGEND
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
3 5/8"
1/2"
1/2"
5 7/8"
REFER TO FLOOR PLANS
AND WALL TYPES FOR
SPECIFIC WALL INFORMATION
AND WALL RATINGS
3-5/8" METAL STUD
AT 16" O.C.
(2) 18 GA. 3-5/8" METAL STUD
A 16" O.C.
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
/8
/2
/2
2"
/8
REFER TO FLOOR PLANS
AND WALL TYPES FOR
SPECIFIC WALL INFORMATION
AND WALL RATINGS
(2) 18 GA. 3-5/8" METAL BOX
BEAM HEADER WITH RUNNERS
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
ALUMINUM STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
DOOR STOP WITH
WEATHER STRIPPING
ALUMINUM DOOR WITH
INSULATED GLAZING
ALUMINUM STOREFRONT
5 3/4" HOLLOW METAL
FRAME GROUT SOLID
WITH MORTAR
HOLLOW METAL DOOR
THRESHOLD
EXISTING CONCRETE FLOOR SLAB
SEALANT (EACH SIDE)
ALUMINUM STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
DOOR STOP WITH
WEATHER STRIPPING
EXISTING 11 5/8" CMU
11 5/8"
ALUMINUM
STOREFRONT
EXISTING 11 5/8" CMU
SEALANT (EACH SIDE)
/8
EXISTING 8" CMU
SEALANT (EACH SIDE)
2"
/8
HOLLOW METAL FRAME
EXISTING 8" CMU
8"
SEALANT (EACH SIDE)
5 7/8"
HOLLOW METAL FRAME
EXISTING 8" CMU
8"
4" x 3" x 3/8"ANGLE, LLV, WITH 1/2"
DIAMETER EXPANSION ANCHORS AT
24" O.C.
DEMO WALL
CONSTRUCTION SEQUENCE:
1. SAW CUT HORIZONTAL KERFS IN WALL.
2. INSTALL ANGLES.
3. DEMO WALL.
SHEET ID
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SCALE: 1 1/2" = 1'-0"A-501
1 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
2 JAMB DETAIL
SCALE: 1 1/2" = 1'-0"A-501
3 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
4 JAMB DETAIL
M A
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SCALE: 3" = 1'-0"A-501
7 THRESHOLD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
5 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
6 JAMB DETAIL
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
SCALE: 1 1/2" = 1'-0"A-501
8 JAMB DETAIL
SCALE: 1 1/2" = 1'-0"A-501
9 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
10 HEAD DETAIL
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
LATCH APPROACH, PUSH SIDE,
DOOR PROVIDED WITH
CLOSER
FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSURE AND
LATCH
HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE
LATCH APPROACH, PUSH SIDELATCH APPROACH, PULL SIDE,
DOOR PROVIDED WITH
CLOSER
LATCH APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND
LATCH
(M
IN
IM
U
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(MIN)
1' - 6"
(M
IN
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U
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(M
IN
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U
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(MIN)
1' - 0"
(M
IN
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U
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(MINIMUM)
3' - 0" (M
IN
IM
U
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(MINIMUM)
3' - 6"
(M
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(MIN)
1' - 10"
(M
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(MIN)
1' - 10"
(M
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U
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(MINIMUM)
2' - 0" (M
IN
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(MINIMUM)
2' - 0"
(M
IN
IM
U
M
(MINIMUM)
2' - 0" (M
IN
IM
U
M
(MINIMUM)
2' - 0"
SHEET ID
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CERTIFIED FINAL
M A
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SCALE: 1/2" = 1'-0"A-502
1 A.B.A. MANEUVERING CLEARANCES
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
3 5/8"
3-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND
SECURE
ACOUSTICAL BLANKET
INSULATION
5/8" GYPSUM BOARD.
EXTEND TO DECK AND SEAL
3 5/8"
3-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND
SECURE
ACOUSTICAL BLANKET
INSULATION
5/8" GYPSUM BOARD.
EXTEND TO DECK AND SEAL
FRP PANEL.
1" DEEP LEG CHANNEL,
FASTEN TO METAL DECK
1/16" METAL RUNNER SET
INTO CHANNEL ATTACH
GYPSUM BOARD TO
BOTTOM 5/8" OF THE
VERTICAL LEG
5/8" GYPSUM BOARD
METAL STUDS
/8
/8
ANCHOR
SECURELY TO
STRUCTURE AT
24" O.C.
3 5/8" METAL
STUDS AT 16"
O.C.
3 5/8" METAL
STUDS AT 16"
O.C.
5/8" GYPSUM
BOARD
CEILING, REFER TO
REFLECTED
CEILING PLAN
3 5/8" METAL
STUDS AT 16"
O.C.
5/8" GYPSUM
BOARD
RUBBER BASE,
REFER TO FINISH
SCHEDULE
SMOKE SEAL
CAULK
3 5/8"
CONTINUOUS
RUNNER
CHANNEL
ANCHOR SECURELY
TO FLOOR AT 24"
O.C.
R E
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4 7/8"
JOINT COMPOUND
PAINTED METAL
EXPANSION JOINT
SEALANT
GYPSUM BOARD
METAL CORNER
TRIM
JOINT COMPOUND
TAPE
JOINT COMPOUND
METAL EDGE TRIM
SEALANT
CONCRETE
MASONRY OR
STEEL
CONTROL JOINTS
CORNERS ABUTTING OTHER SURFACE
/8
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
A N
S I D
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A -5
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
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IO
N D
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E
SCALE: 1" = 1'-0"A-540
1 WALL TYPES
SCALE: 3" = 1'-0"A-540
NON-LOAD BEARING METAL STUD/ GYSPUM
BOARD WALL
SCALE: 3" = 1'-0"A-540
3 GYPSUM BOARD PARTITION
SCALE: 3" = 1'-0"A-540
4 TYPICAL GYPSUM BOARD DETAILS
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
GENERAL SHEET NOTES
1 DUE TO THE HEIGHT OF THE EXISTING ROOF
STRUCTURE, NEW WALLS SHALL BE BRACED TO THE
EXISTING CMU WALLS.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
J CASING BEAD
FLEXIBLE SEALANT
3 5/8" STEEL STUD. LOCATE
AT ABUTTING WALL AND
ATTACH THROUGH GYPSUM
WALLBOARD TO STUD IN
ABUTTING WALL
5/8" GYPSUM BOARD. NUMBER
OF LAYERS DETERMINED BY
PARTITION TYPE
CORNERBEAD -
TYPICAL
STEEL STUD
TAPE AND JOINT
COMPOUND
GYPSUM WALLBOARD
TAPE AND
JOINT
COMPOUND
STEEL STUD
BACKER ROD
E-Z STRIP
CONTROL JOINT
5/8" FIRE-SHIELD
2 1/2" STEEL STUDS 5/8" FIRE-SHIELD STRIPS
E-Z STRIP VINYL EXPANSION JOINT
1 5/8" DRYWALL
SCREWS AT 24" O.C.
NOTES:
1. ONE HOUR FIRE RATED: BASED ON
WARNOCK-HERSHEY REPORT NO.
WH-651-0318.1 AND FACTORY
MUTUAL DESIGN NO. WIB-1HR.
1/2"
(1) 0.145" DIA P.D.F. AT
EACH SIDE AT
STRUCTURAL STEEL
COLUMN
1 1/4" X 16 GA. X 1/2"
SHORTER THAN STUD
WIDTH AT EACH STUD
(1) #10-16 SCREW
AT EACH SIDE AT
EACH CLIP
1 1/2" X 16 GA. X
1'-0" LONG AT
SPLICE
LOCATIONS WITH
(6) #10-16
SCREWS (3) EACH
END
8" MAX. STUD DEPTH
STEEL STUD
1 1/2" X 16 GA.
COLD ROLLED
CHANNEL
NOTES:
1. FOR SOLID BLOCKING: NOTCH AND BEND UP
TRACK FLANGES 90 DEGREES OR ANCHOR BLOCKING
TO VERTICALS WITH CLIP L'S.
1 1/2" X 16 GA. COLD
ROLLED CHANNEL
(2) #10-16 SCREW AT
EACH SIDE
'THE STEEL NETWORK'
BRIDGECLIP BC 600 (BC800 AT 8"
STUDS) INSTALL PER MFG.
SPECIFICATIONS OR EQUAL
(2) #10-16 SCREW
AT EACH SIDE
8" MAX. STUD DEPTH
FULL HEIGHT
JAMB STUDS
(TYP.)
CONTINUOUS
BOTTOM
TRACK
(3) #10-16 SCREWS
AT EACH FLANGE
NOTCH AND BEND
UP TRACK FLANGES
JAMB STUD TO BOTTOM TRACK
LOCATION
TYPICAL
FRAMING
JAMB STUDS
NUMBER OF FASTENERS REQ'D
(2) 0.145" DIA.
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