W912QR20B0018_AbramsCenterRenovation_Plans-0000.pdf
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- Solicitation number
- W912QR20B0018
About this file
This document provides details on a federal contract solicitation for renovation work at two facilities on a military base in Ohio. The solicitation will be for a firm-fixed-price contract to renovate the cafeteria and Abrams Center at the Joint Systems Manufacturing Center in Lima, Ohio. Renovation of the cafeteria will include replacing ceilings, floors, walls, and fixtures as well as installing a new exhaust hood and fan. Renovation of the Abrams Center will include improvements to the entryway, conference room, furniture, and restrooms. The contract duration is 360 calendar days with a magnitude between $1 million to $5 million. The solicitation will be posted on SAM.gov and is a small business set-aside for NAICS code 236220. 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
SOLICITATION NO.: W912QR20B0018
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LIMA SRM PROJECTS
ABRAMS CENTER RENOVATION P2# 466523
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G-001 COVER SHEET
G-201 LOCATION MAP
LP101 LAYOUT PLAN
AD110 DEMOLITION FLOOR PLAN
AD120 ABRAMS CENTER PHOTO REFERENCE SHEET
AD121 PHOTO REFERENCE
AD130 DEMOLITION ROOF PLAN
HA110 HAZMAT MATERIAL LOCATIONS
A-110 NEW WORK 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 RESTROOM PLANS
A-410 RESTROOM ELEVATIONS
A-411 RESTROOM DETAILS
A-412 RESTROOM & CEILING DETAILS
A-420 CASEWORK ELEVATIONS
A-481 INTERIOR ELEVATION
A-482 INTERIOR ELEVATION
A-483 INTERIOR ELEVATION
A-500 DOOR TYPES, FRAME TYPES, AND SCHEDULE
A-501 DOOR DETAILS
A-502 DOOR ABA CLEARANCE
A-530 LOUVER TYPES AND DETAILS
A-540 WALL TYPES & DETAILS
A-541 WALL DETAILS
A-542 WALL DETAILS
A-543 ACOUSTIC PANEL DETAILS
A-544 ACOUSTIC PANEL DETAILS
A-610 FINISH SCHEDULE AND KEYS
A-620 SIGNAGE SCHEDULE AND SIGNAGE KEY
I-001 FURNITURE LEGEND
I-110 FURNITURE PLAN
F-110 LIFE SAFETY PLAN
FA110 FIRE ALARM PLAN
P-001 PLUMBING LEGEND
PD111 PLUMBING DEMOLITION
PP101 PLUMBING UNDERGROUND
PP111 SANITARY PLAN
PP112 WATER PLAN
P-551 SANITARY WASTE RISER DIAGRAM
P-561 DOMESTIC WATER RISER DIAGRAM AND DETAILS
P-601 PLUMBING SCHEDULES
M-001 MECHANICAL 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 CEILING PLAN - EXISTING LIGHTING
ED112 FLOOR PLAN - EXISTING POWER
EL110 CEILING PLAN - LIGHTING
EP110 FLOOR PLAN - POWER
EP701 PANEL SCHEDULE AND LIGHT FIXTURE SCHEDULE
T-001 COMMUNICATIONS LEGEND, GENERAL NOTES, AND
ABBREVIATIONS
TD110 FLOOR PLAN - EXISTING COMMUNICATIONS
T-110 FLOOR PLAN - COMMUNICATIONS
T-601 COMMUNICATIONS DIAGRAMS
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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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W912QR20B0018
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CONTRACTOR LAYDOWN AREA
PROJECT LOCATION
JOINT SYSTEMS
MANUFACTURING
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ACCESS GATE
AND INSPECTION
AREA
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
CONDITIONS AT END OF PROJECT.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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1. EXISTING BRICK ON PLANTER TO BE REMOVED AND
PLANTER TO BE REFACED AND CAPPED.
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
CONTRACTOR LAYDOWN
TOPSOIL
NOT TO SCALE
PLANTER WALL DETAIL
NOT TO SCALE
TYPICAL PLANTER SECTION
FRONT VIEW
BACK VIEW
FREESTANDING
PLANTER BLOCKS
SPLIT FACE SHALL BE A
FACE BLOCK TO MATCH
BUILDING EXTERIOR
CAP
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EXISTING
RETAINING
BLOCKS
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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4' - 0" 10' - 8" 8' - 3 1/2"
7' - 0"
13' - 8"
11' - 0"
20 2
/4
15 15
4' - 0"
2' - 8"
40' - 5 3/4"
INDICATES ITEMS TO REMAIN
INDICATES ITEMS TO BE DEMOLISHED
REMOVE EXISTING DOOR AND FRAME
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DEMOLITION FLOOR PLAN
SHEET KEYNOTES
1 REMOVE EXISTING WOOD DOOR, DOOR FRAME, AND
ASSOCIATED HARDWARE.
2 REMOVE EXISTING CMU WALL AS INDICATED.
3 REMOVE EXISTING CASEWORK.
4 REMOVE EXISTING VANITY COUNTER AND LAVATORIES.
5 REMOVE WATER CLOSET, LAVATORY, AND URINALS.
REFER TO PLUMBING DRAWINGS.
6 REMOVE JANITOR'S SINK. REFER TO PLUMBING
DRAWINGS.
7 REMOVE WATER COOLER. REFER TO PLUMBING
DRAWINGS.
8 REMOVE ALL TOILET PARTITIONS AND URINAL SCREENS.
9 REMOVE ALL TOILET ACCESSORIES.
10 CONTRACTOR TO REMOVE AND DISPOSE OPERABLE
PARTITION AND ASSOCIATED HARDWARE.
11 REMOVE ACT CEILING.
12 REMOVE VCT FLOOR FINISH AND BASE.
13 CONTRACTOR SHALL INCLUDE TJE REMOVAL OF THE
FOLLOWING FURNITURE: APPROXIMATELY 11 (8') LONG
FOLD UP TABLES, 75 STACKABLE CHAIRS, AND 1 DESK.
14 REMOVE PORTION OF MASONRY PLANTERS AS
INDICATED.
15 REMOVE CAP AND BRICK VENEER. MASONRY BACKUP TO
REMAIN.
16 REMOVE PREDECORATED GYPSUM BOARD AND
ASSOCIATED TRIM. FRAMING TO REMAIN.
17 REMOVE WINDOW BLINDS. 3 ARE IN CONFERENCE ROOM.
2 ARE IN OFFICE AREA.
18 REMOVE STOREFRONT ENTRANCE.
19 REMOVE EXISTING DOWNSPOUT AND BOOT.
20 REMOVE EXISTING GYP ON MTL STUD WALL AS
INDICATED.
21 REMOVE CARPET FLOOR FINISH AND BASE.
22 REMOVE EXISTING HOLLOW METAL DOOR, DOOR FRAME,
AND ASSOCIATED HARDWARE.
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR STRUCTURAL, MECHANICAL, AND
ELECTRICAL DEMOLITION.
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 WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED
OR REPAIRED TO THE ORIGINAL STATE.
4 COORDINATE DEMOLITION WITH NEW WORK.
5 PATCH AND PREP ALL AREAS OF DEMOLITION AS
REQUIRED FOR NEW WORK.
6 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.
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INDICATES LOCATION WHERE PHOTO WAS
TAKEN. REFER TO SHEET AD121.
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ABRAMS CENTER PHOTO REFERENCE SHEET
GENERAL SHEET NOTES
1 FOR REFERENCE ONLY. THIS DRAWING IS NOT PART OF
THE CONSTURCTION CONTRACT.
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SCALE: NTSAD121
NORTH FACADE1
SCALE: NTSAD121
EAST FACADE2
SCALE: NTSAD121
SOUTH FACADE3
SCALE: NTSAD121
OFFICE4
SCALE: NTSAD121
SKYLIGHTS5
SCALE: NTSAD121
JANITORS CLOSET/RESTROOMS6
SCALE: NTSAD121
COUNTER7
SCALE: NTSAD121
WATERCOOLER8
SCALE: NTSAD121
CONFERENCE ROOM9
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2' - 8"
INDICATES ITEMS TO REMAIN
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B
K B
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L
IU
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W F
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AD130
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A D
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"
DEMOLITION ROOF PLAN
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR STRUCTURAL, MECHANICAL, AND
ELECTRICAL DEMOLITION.
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 WILL BE THE
RESNSIBILITY OF THE CONTRACTOR TO BE REPLACED OR
REPAIRED TO THE ORIGINAL STATE.
4 CORIDNATE DEMOLITION WITH NEW WORK.
SHEET KEYNOTES
1 REMOVE EXISTING SKYLIGHTS AND ASSOCIATED CURBS.
ROOF OPENING FRAMING TO REMAIN.
2 EXISTING STANDING SEAM ROOF TO REMAIN.
3 REMOVE EXISTING GUTTERS AND DOWNSPOUTS.
4 EXISTING VENT-THRU ROOF TO REMAIN. REPLACE
FLASHING BOOT.
LEGEND
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W
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US Army Corps of Engineers ®
A N
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F
A
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HA110
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CERTIFIED FINAL
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 B68 Abrams Conference Center Building. 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:
• 12” x 12” Light Tan Floor Tile with Black Mastic – Entryway, Hallway, Men’s bathroom, Women’s bathroom, Utility room and Office. ~ 800 ft² of single layer.
The following Category II Non-Friable ACM were determined within the confines of the project scope of work:
• Fire Doors - 6 doors are assumed ACM fire doors – Room 01 (1), Room 02 (2), Room 03 (1), Utility Room (1) and Closet (1).
• Sink Undercoating – Utility Room (1 industrial sinks) ~6 ft².
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 Facility
B68:
• Ozone Depleting Refrigerant - Water Fountain (1 Unit)
• Fluorescent Light Bulbs (114)
• Light Ballasts (33)
• Fire Extinguishers (6)
• Incandescent Bulbs (11)
• Nuclear Fire Sensors (12)
• High Intensity Discharge Bulbs (2)
• Battery Backup (1)
HAZARDOUS MATERIAL LOCATIONS
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
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8-
A-200
A-200
2A-200
A-200
6' - 4" 5' - 0 1/2"
VESTIBULE
LOBBY
RECEPTION
CONFERENCE
ROOM
STORAGE
A/V CLOSET
JANITOR 107
MECHANICAL
MEN'S RESTROOM
WOMEN'S
RESTROOM
70' - 0"
7' - 0 1/2" 35' - 11 1/2" 4' - 11" 10' - 5" 11' - 0"
4' - 0" 16' - 7 1/2"
A-400
A-300
A-300
A-300
A-300
"8
A
B
A
A
B
A
A-420
A-481
A-481
A-482
A-482
6 6
8 8 8
A-400
A-483
15' - 10" 11' - 8"
A-483
LV-1
11 11
11 11
A
A
INDICATES NEW WORK.
INDICATES EXISTING TO REMAIN.
INDICATES WALL TYPE CONSTRUCTION.
REFER TO SHEET A-540 FOR WALL TYPES.
INDICATES DOOR NUMBER. REFER TO DOOR
SCHEDULE ON SHEET A-500.
INDICATES WALL THAT MUST BE CONTINUOUS
FROM CONCRETE FLOOR SLAB EXTENDED TO
UNDERSIDE OF DECK ABOVE AND BE SEALED.
INDICATES (1) HOUR FIRE RATED WALL. REFER
TO LIFE SAFETY PLANS.
INDICATES LOUVER TYPE. REFER TO SHEET
A-530.
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
A N
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A
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A -1
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"
NEW WORK FLOOR PLAN
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
2 CONTRACTOR SHALL PATCH ALL AREAS DAMAGED
DURING DEMOLITION IN PREPERATION FOR NEW
CONSTRUCTION.
3 COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND
ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS.
4 VERIFY ALL SURROUNDING AND CONCEALED ITEMS
PRIOR TO CONSTRUCTION. ALL ITEMS DAMAGED DURING
CONSTRUCTION THAT ARE TO REMAIN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR
REPLACE TO THE ORIGINAL STATE.
5 IN STUD WALLS TYPICAL DOORS SHALL BE LOCATED 4"
FROM THE NEAREST WALL UNLESS OTHERWISE
INDICATED.
6 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
MANUFACTURERES 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 INSTALL NEW PRE-FINISHED ALUMINUM STOREFRONT.
REFER TO A-500.
2 INSTALL COAT RACK AND HOOKS. PROVIDE BLOCKING AS
REQUIRED. REFER TO SHEET A-482.
3 INSTALL FOUR 55" WIDE TVS (2 HIGH) WITH MINIMAL
BEVELS TO CREATE ONE LARGE 110" DISPLAY. MOUNTED
BOTTOM AT 36" A.F.F. PROVIDE BLOCKING IN WALL.
EXPOSED PLYWOOD IS NOT ALLOWED.
4 INSTALL CMU BACK-UP, SPLITFACE CMU VENEER, AND
PRECAST CONCRETE CAP. REFER TO CIVIL DRAWINGS.
5 INSTALL SPLIT FACE CMU VENEER AND PRECAST
CONCRETE CAP AT EXISTING CMU. REFER TO CIVIL
DRAWINGS.
6 INSTALL 55" WIDE WALL MOUNTED TV. MOUNT BOTTOM
AT 36" A.F.F. PROVIDE BLOCKING IN WALL. EXPOSED
PLYWOOD IS NOT ALLOWED.
7 INSTALL NEW CEILING TILE. REFER TO SHEET A-140 FOR
REFLECTED CEILING PLAN.
8 INSTALL 5/8" GYPSUM BOARD ON EXISTING FRAMING.
9 INSTALL WINDOW SHADES. REFER TO A-611.
10 INSTALL WALL MOUNTED FIRE EXSTINGUISHER. REFER
TO LIFE SAFETY PLANS.
11 INSTALL DOWNSPOUT AND BOOT.
12 INSTALL KITCHENETTE. REFER TO SHEET A-420.
13 INSTALL WALL MOUNTED PAPER TOWEL DISPENSER.
14 INSTALL WALL MOUNTED SOAP DISPENSER.
15 ACOUSTICAL WALL PANELS. REFER TO A-483.
LEGEND
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W
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B0
8-
A-300
A-300
A-300
A-300
/2
/2
70' - 0"
40' - 8" 32' - 0"
2' - 8"
SHEET ID
1 2 6 7
D R
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C H
E C
K E
D B
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US Army Corps of Engineers ®
A N
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F
A
C A
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G O
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C O
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G
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A -1
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"
NEW WORK ROOF PLAN
SHEET KEYNOTES
1 INSTALL NEW PRE-FINISHED METAL GUTTERS AND
DOWNSPOUTS. SIZE SHALL BE THE SAME AS EXISTING.
2 CONTRACTOR TO PROVIDE NEW FLUID APPLIED
URETHANE COATING OVER EXISTING STANDING SEAM
METAL ROOF. COATING SHALL CONSIST OF A PRIMER
COAT AND A TOP COAT. COATING SYSTEM SHALL
INCLUDE REINFORCING AT THE EXISTING SEAMS AND
FASTNERS. REINFORCING AND COATING SHALL BE
APPLIED TO ALL ROOF PENETRATIONS.
3 INFILL OPENING WITH METAL ROOF PANEL TO MATCH
PROFILE OF EXISTING ROOF PANEL, WHICH IS ARMCO 24
GA. ALUMINIZED STEELOX ROOF. PROVIDE OVERLAP AND
SEALANT AS NECESSARY TO PROVIDE WEATHER
TIGHTNESS. CONTRACTOR TO PROVIDE BATT OR RIGID
INSULATION BELOW THE NEW ROOF PANELS INFILLING
OPENINGS WHERE THE SKYLIGHTS WERE REMOVED.
INSULATION SHALL MATCH R-VALUE OF EXISTING
INSULATION. SECURE INSULATION TO EXISTING STEEL
FRAME.
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 FIELD VERIFY ALL EXISTING CONDITIONS.
2 ALL DIMENSIONS SHALL BE FIELD VERIFIED.
3 CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE
THAT OCCURS DURING DEMOLITION.
4 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 THE QUALITY AND CHARACTERISTCS OF
THE BASIS OF DESIGN.
M A
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
OS
OS
S S S S
S S S S
S S S S
S S S S
OS
OS
OS
OS
8' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
10' - 0"
OS
2'-0" X 2'-0" SUSPENDED ACOUSTICAL CEILING
EXPOSED CEILING
2'-0" X 4'-0" LED
4'-0" SURFACE MOUNTED LED
1'-0" X 4'-0" LED
2'-0" X 2'-0" LED
HID FIXTURE
EMERGENCY LIGHTING
TRACK LIGHTING
EXIT SIGN
DIFFUSER/RETURN
INDICATES NEW WORK.
INDICATES EXISTING WORK.
AIR TERMINAL EXHAUST GRILL.
OCCUPANCY SENSOR.
GYPSUM BOARD CEILING
SHEET ID
1 2 6 7
D R
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A R
M Y
C O
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C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
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F
A
C A
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G O
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C O
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3 4 5 8 9 10
G
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D
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B
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W
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B
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O R
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A-140
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A M
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F L E
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C E
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IN
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A -1
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN
GENERAL SHEET NOTES
1 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS
FOR LIGHTING AND MECHANICAL FIXTURES.
2 REFER TO FINISH SCHEDULE ON A-610.
3 ALL OPENINGS FOR SPRINKLER HEADS, MECHANICAL
DIFFUSERS, LIGHT FIXTURES, AND HUNG ITEMS SHALL
BE CENTERED IN ACOUSTICAL CEILING TILES.
4 FINISH FLOOR ELEVATION IS ASSUMED TO BE 100'-0".
REFER TO STRUCTURAL DRAWINGS FOR ACTUAL FINISH
FLOOR ELEVATIONS.
LEGEND
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
SHEET KEYNOTES
1 SOFFITS. REFER TO SHEET A-412.
2 FIBERGLASS MOISTURE RESISTANT ACT CEILING
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W
2Q R
B0
8-
VESTIBULE101
LOBBY
RECEPTION
CONFERENCE
ROOM
STORAGE
A/V CLOSET
JANITOR 107
MECHANICAL
MEN'S RESTROOM
WOMEN'S
RESTROOM
E02
M03
I04
E01
E02
M03
I03
M04
I02
I05 I06
M01 M04
M04 M02
E01
E01
M03
I01
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
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G O
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IR
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IC
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A-180
L O
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V
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L E
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T R
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A R
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IN
L U
T H
E R
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IN
G P
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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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E W
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O N
S
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N A
G E
P L A
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A N
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A C
T U
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G C
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T E
R
A -1
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"
SIGNAGE PLAN
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
2 CONTRACTOR SHALL PATCH ALL AREAS DAMAGED
DURING DEMOLITION IN PREPERATION FOR NEW
CONSTRUCTION.
3 COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND
ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS.
4 VERIFY ALL SURROUNDING AND CONCEALED ITEMS
PRIOR TO CONSTRUCTION. ALL ITEMS DAMAGED DURING
CONSTRUCTION THAT ARE TO REMAIN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR
REPLACE TO THE ORIGINAL STATE.
5 IN STUD WALLS TYPICAL DOORS SHALL BE LOCATED 4"
FROM THE NEAREST WALL UNLESS OTHERWISE
INDICATED.
6 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
MANUFACTURERES 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.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
FLOOR LEVEL
100' - 0"
ROOF
113' - 0"
1234 2 2
74 4 5 69
FLOOR LEVEL
100' - 0"
ROOF
113' - 0"
4 88
FLOOR LEVEL
100' - 0"
ROOF
113' - 0"
1 2 3 4
6 9
FLOOR LEVEL
100' - 0"
ROOF
113' - 0"
8 8
INDICATES NEW WORK.
INDICATES EXISTING TO REMAIN.
INDICATES RUST TO BE REMOVED.
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
A B
R A
M S
C E
N T
E R
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-200
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
B U
IL
D
IN
G
E L E
V A
T
IO
N 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 -2
CERTIFIED FINAL
SCALE: 3/16" = 1'-0"A-110
SOUTH ELEVATION1
SCALE: 3/16" = 1'-0"A-110
EAST ELEVATION2
SCALE: 3/16" = 1'-0"A-110
NORTH ELEVATION3
SCALE: 3/16" = 1'-0"A-110
WEST ELEVATION4
SHEET KEYNOTES
1 EXISTING METAL WALL TO BE PRIMED AND PAINTED.
2 INSTALL NEW PRE-FINISHED METAL GUTTER.
3 INSTALL NEW PRE-FINISHED METAL DOWNSPOUT.
4 SPLIT FACE CMU VENEER.
5 EXISTING FINISH GRADE.
6 INSTALL NEW INSULATED H.M. DOOR AND FRAME.
7 INSTALL NEW PRE-FINISHED ALUMINUM STOREFRONT.
8 RUST TO BE REMOVED AT BASE OF WALL AND SURFACE
TO BE PREPARED FOR RUST INHIBITIVE PRIMER AND
PAINT. TOTAL AREA OF RUST IS APPROXIMATELY 10SF.
9 RUST AROUND FRAME OF EXISTING DOOR TO BE
REMOVED AND SURFACE PREPARED FOR RUST
INHIBITIVE PRIMER AND PAINT. TOTAL AREA OF RUST IS
APPROXIMATELY 6SF.
GENERAL SHEET NOTES
1 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.
2 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE
SLAB ELEVATIONS AND FOUNDATIONS.
3 REFER TO SHEET A-610 FOR FINISH KEY.
GRAPHIC SCALE: = 1'-0"
4' 0 8' 12'4' 16'2'
1 1
LEGEND
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
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
A B
R A
M S
C E
N T
E R
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-300
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
B U
IL
D
IN
G
S E
C T
IO
N
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 -3
CERTIFIED FINAL
SCALE: 1/4" = 1'-0"A-110
Section 11
SCALE: 1/4" = 1'-0"A-110
Section 22
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
GENERAL SHEET NOTES
1 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB
ELEVATIONS.
2 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.
3 PROVIDE BACKER ROD AND SEALANT AT JOINTS
BETWEEN DISSIMILAR MATERIALS. MINIMUM 3/4".
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
5' - 0" ø 5' - 0" ø 5' - 0"
5' - 0"
3' - 0"
MEN'S RESTROOM
MECHANICAL
WOMEN'S
RESTROOM
VESTIBULE
2' - 6"5' - 1"
MEN'S RESTROOM
MECHANICAL
WOMEN'S
RESTROOM
VESTIBULE
AC01
AC01
AC02
AC03
AC04
AC05
AC06
AC05
AC02
A
A
AC01
AC01
A-410
A-410
A-410
A-410
AC07
AC07
AC04
INDICATES NEW WORK.
INDICATES EXISTING TO REMAIN.
AC09
AC08
A
4"
4' - 11"
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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-400
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
E N
L A
R G
E D
R E
S T
R O
O M
P L A
N 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
SCALE: 1/2" = 1'-0"A-110
ENLARGED RESTROOM DIMENSION PLAN1
GENERAL SHEET NOTES
1 REFER TO SPECIAL ITEMS SCHEDULE FOR LAMINATE AND
SOLID SURFACE TYPES.
2 COUNTER TOPS, BACK SPLASH, AND END SPLASHES
SHALL BE SOLID SURFACE MATERIALS.
3 REFER TO MECHANICAL DRAWINGS FOR PLUMBING
FIXTURES.
4 ALL DIMENSIONS ARE MEASURED TO FACE OF STUD ON
PLANS, AND FACE OF TILE OR GYPSUM BOARD ON
ELEVATIONS.
5 FIELD VERIFY WALL DIMENSIONS ABOVE LAVATORIES
FOR LOCATION OF MIRROR PRIOR TO INSTALLATION.
6 PROVIDE FIRE RETARDANT TREATED SOLID WOOD
BLOCKING IN WALL BEHIND ALL ACCESSORIES AND
MIRRORS FOR MOUNTING.
7 PROVIDE CONTINUOUS ANGLE MOUNTING BRACKETS
FOR ALL TOILET PARTITIONS INSTALLATION.
8 FLOOR TILE SHALL EXTEND THROUGHOUT ROOM ON ALL
FLOOR SURFACES.
9 PROVIDE COAT HOOKS ON TOILET COMPARTMENT
DOORS PER SPECIFICATION.
10 ALL EXPOSED PIPES UNDER LAVATORIES SHALL BE
COVERED WITH PREFABRICATED INULATING
ANTIMICROBIAL VINYL. THERE SHALL BE NO SHARP
EDGES OR ABRASIVE SURFACES UNDER LAVATORIES.
COLOR SHALL MATCH BROCAR PRODUCT'S INC'S "TRAP
WRAP" IN STANDARD WHITE.
11 RESTROOM ACCESSORIES SHALL BE MOUNTED WITH
THEIR DISPENSING MECHANISMS OR OPENINGS LOCATED
AT 38"-54" UNLESS OTHERWISE SPECIFIED.
12 ACxx NUMBERS IN THE ACCESSORIES LEGEND
REFERENCE A SCHEDULE NUMBER IN THE
SPECIFICATIONS.
13 REFER TO STRUCTURAL DRAWINGS FOR FLOOR
STRUCTURE.
SHEET KEYNOTES
1 COUNTER TOP MOUNTED LAVATORY.
2 SOLID SURFACE COUNTER WITH BACK SPLASH AT 3
SIDES AND SKIRT APRON.
3 MIRROR. NO WALL TILE BEHIND MIRROR.
4 ABA COMPLIANT URINAL.
5 ABA COMPLIANT WATER CLOSET.
6 FLOOR SUPPORTED OVERHEAD BRACED HDPE (HIGH
DENSITY POLYETHYLENE) TOILET PARTITION WITH 1
COAT HOOK ON EACH DOOR.
7 2' X 5' MIRROR.
8 WATER BOTTLE FILLER. REFER TO PLUMBING DRAWINGS.
9 24" X 24" MOP SINK. REFER TO PLUMBING DRAWINGS.
10 24" x 24" PLUMBING CHASE ACCESS PANEL.
11 STANDARD HEIGHT WATER CLOSET.
SCALE: 1/2" = 1'-0"
ENLARGED RESTROOM NOTED PLAN2
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
ACCESSORY LEGEND
AC01 WALL MOUNTED SOAP DISPENSER. MOUNT AT 47"
A.F.F.
AC02 SEMI-RECESSED TOWEL DISPENSER AND WASTE
RECEPTACLE.
AC03 3'-0" GRAB BAR. MOUNT CENTER AT 2'-9" A.F.F.
AC04 3'-6" GRAB BAR. MOUNT CENTER AT 2'-9" A.F.F.
AC05 18" VERTICAL GRAB BAR. MOUNT AT 3'-3" A.F.F.
AC06 COMBINATION TOILET SEAT COVER AND TOILET
TISSUE DISPENSER, RECESSED.
AC07 TOILET SEAT COVER/TISSUE DISPENSER/WASTE
RECEPTACLE, RECESSED
AC08 MOP AND BROOM HOLDER.
AC09 SURFACE MOUNTED PAPER TOWEL DISPENSER.
LEGEND
SCALE: 1/2" = 1'-0"A-110
ENLARGED JANITORS CLOSET PLAN3
A-110
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
EQEQ
2' - 6"4' - 11 1/4"
AC01AC01
AC02
A-412
FLOOR LEVEL
100' - 0"
AC03
AC04
AC05
AC06
FLOOR LEVEL
100' - 0"
AC03
AC04
AC05
AC07
AC07
FLOOR LEVEL
100' - 0"
AC01AC01 4
5' - 0"
A-412
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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J .C
O R
N E
L
IU
S
W F
O Y
A-410
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
R E
S T
R O
O M
E L E
V A
T
IO
N 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
SCALE: 1/2" = 1'-0"A-400
MEN'S RESTROOM 108
ELEVATION1
SCALE: 1/2" = 1'-0"A-400
MEN'S RESTROOM 108
ELEVATION2
SCALE: 1/2" = 1'-0"A-400
WOMEN'S RESTROOM 109
ELEVATION3
SCALE: 1/2" = 1'-0"A-400
WOMEN'S RESROOM 109
ELEVATION4
GENERAL SHEET NOTES
1 REFER TO SPECIAL ITEMS SCHEDULE FOR LAMINATE AND
SOLID SURFACE TYPES.
2 COUNTER TOPS, BACK SPLASH, AND END SPLASHES
SHALL BE SOLID SURFACE MATERIALS.
3 REFER TO MECHANICAL DRAWINGS FOR PLUMBING
FIXTURES.
4 ALL DIMENSIONS ARE MEASURED TO FACE OF STUD ON
PLANS, AND FACE OF TILE OR GYPSUM BOARD ON
ELEVATIONS.
5 FIELD VERIFY WALL DIMENSIONS ABOVE LAVATORIES
FOR LOCATION OF MIRROR PRIOR TO INSTALLATION.
6 PROVIDE FIRE RETARDANT TREATED SOLID WOOD
BLOCKING IN WALL BEHIND ALL ACCESSORIES AND
MIRRORS FOR MOUNTING.
7 PROVIDE CONTINUOUS ANGLE MOUNTING BRACKETS
FOR ALL TOILET PARTITIONS INSTALLATION.
8 FLOOR TILE SHALL EXTEND THROUGHOUT ROOM ON ALL
FLOOR SURFACES.
9 PROVIDE COAT HOOKS ON TOILET COMPARTMENT
DOORS PER SPECIFICATION.
10 ALL EXPOSED PIPES UNDER LAVATORIES SHALL BE
COVERED WITH PREFABRICATED INULATING
ANTIMICROBIAL VINYL. THERE SHALL BE NO SHARP
EDGES OR ABRASIVE SURFACES UNDER LAVATORIES.
COLOR SHALL MATCH BROCAR PRODUCT'S INC'S "TRAP
WRAP" IN STANDARD WHITE.
11 RESTROOM ACCESSORIES SHALL BE MOUNTED WITH
THEIR DISPENSING MECHANISMS OR OPENINGS LOCATED
AT 38"-54" UNLESS OTHERWISE SPECIFIED.
12 ACxx NUMBERS IN THE ACCESSORIES LEGEND
REFERENCE A SCHEDULE NUMBER IN THE
SPECIFICATIONS.
13 REFER TO STRUCTURAL DRAWINGS FOR FLOOR
STRUCTURE.
SHEET KEYNOTES
1 COUNTER TOP MOUNTED LAVATORY.
2 SOLID SURFACE COUNTER WITH BACK SPLASH AT 3
SIDES AND SKIRT APRON.
3 MIRROR. NO WALL TILE BEHIND MIRROR.
4 ABA COMPLIANT URINAL.
5 ABA COMPLIANT WATER CLOSET.
6 FLOOR SUPPORTED OVERHEAD BRACED HDPE (HIGH
DENSITY POLYETHYLENE) TOILET PARTITION WITH 1
COAT HOOK ON EACH DOOR.
7 2' X 5' MIRROR.
8 WATER BOTTLE FILLER. REFER TO PLUMBING DRAWINGS.
9 24" X 24" MOP SINK. REFER TO PLUMBING DRAWINGS.
10 24" x 24" PLUMBING CHASE ACCESS PANEL.
11 STANDARD HEIGHT WATER CLOSET.
ACCESSORY LEGEND
AC01 WALL MOUNTED SOAP DISPENSER. MOUNT AT 47"
A.F.F.
AC02 SEMI-RECESSED TOWEL DISPENSER AND WASTE
RECEPTACLE.
AC03 3'-0" GRAB BAR. MOUNT CENTER AT 2'-9" A.F.F.
AC04 3'-6" GRAB BAR. MOUNT CENTER AT 2'-9" A.F.F.
AC05 18" VERTICAL GRAB BAR. MOUNT AT 3'-3" A.F.F.
AC06 COMBINATION TOILET SEAT COVER AND TOILET
TISSUE DISPENSER, RECESSED.
AC07 TOILET SEAT COVER/TISSUE DISPENSER/WASTE
RECEPTACLE, RECESSED
AC08 MOP AND BROOM HOLDER.
AC09 SURFACE MOUNTED PAPER TOWEL DISPENSER.
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
2'-0"
VARIES
PAPER TOWEL
DISPENSER
DOUBLE TOILET TISSUE,
SEAT DISPENSER AND
NAPKIN DISPOSAL
" 2
1' - 6"
M A
X
/2
M A
X
A
.B .A
. 6
M A
X
MULTI-ROLL TOILET
TISSUE DISPENSER
MIRROR 42",36" AND
18" GRAB BAR
18" VERTICAL
GRAB BAR
18" SHOWER
GRAB BAR
18" TOWEL
BAR
SURFACE
MOUNTED
UTILITY HOOK
SURFACE MOUNTED
SOAP DISPENSER
RECESSED HEAVY
DUTY SOAP DISH
WITH BAR
PAPER TOWEL
DISPENSER
SURFACE MOUNTED
NAPKIN/TAMPON VENDORS
UTILITY SHELF WITH
MOP/BROOM HOLDERS
AND RAG HOOKS
M A
X
M A
X
/8
5' - 0 5/8"
MINIMUM
3' - 6"
MAX
1'-0"
M A
X
5' - 0 5/8"
MINIMUM
3' - 6"
MAX
1' - 0"
3' - 5"
MINIMUM
3' - 0"
MAX
6"
1'-5"
2' - 0"
/2
1 1/2"
4 3/16"
V A
R
IE
S
VARIES
5' - 9"
2'-6" MIN. 2' - 10 1/2"
1' - 5" 2'-11" 1'-5"
M A
X
(H .C
URINAL (SIDE) URINAL (FRONT) LAVATORY (FRONT) LAVATORY (SECTION) WATER CLOSET (FRONT) WATER CLOSET (SIDE)
9"
2' - 4 5/8"1' - 0 3/4"
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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J .C
O R
N E
L
IU
S
W F
O Y
A-411
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
R E
S T
R O
O M
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 A
-4
CERTIFIED FINAL
SCALE: 1/2" = 1'-0"A-411
2 CHASE ACCESS PANEL
SCALE: 1/2" = 1'-0"A-411
1 MOUNTING HEIGHTS OF ACCESSORIES
SCALE: 1/2" = 1'-0"A-411
4 STANDARD TOILET ROOM
SCALE: 1/2" = 1'-0"A-411
3 MOP SINK DETAIL
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
2' - 0"
1' - 9 3/4"
3/4"
1 1/2"
EXTEND STUDS TO UNDERSIDE
OF DECK AND SEAL
3 5/8" METAL STUD AT 16" O.C.
ACOUSTICAL SOUND BATT INSULATION
5/8" CEMENT BACKER BOARD (TYP.)
MIRROR. REFER TO
ELEVATIONS FOR SIZE
SOLID SURFACE COUNTER TOP
WITH 4" BACK SPLASH AT 3 SIDES
3/4" PLYWOOD
SOLID SURFACE APRON WITH
WOOD BLOCKING
SUSPENDED FIBERGLASS
MOISTURE RESISTANT
ACT CEILING.
5/8" WATER RESISTANT GYPSUM
BOARD.
A-412
A-412
MIRROR
5/8" CEMENTITIOUS
BACKER BOARD
STAINLESS STEEL
MIRROR FRAME
PROVIDE POST-KILN
DRIED TREATED
WOOD BLOCKING
METAL STUDS AT
16" O.C. (REFER TO
WALL TYPES FOR
SIZE OF STUDS)
SOLID SURFACING
BACKSPLASH
3/4" PLYWOOD
2' - 0"
2' - 0"
/4
EDGE OF TILE
BEHIND ACCESS
PANEL
ACCESS PANEL
ANCHORS (TYP.)
ANCHOR (TYP.)
ACCESS PANEL
SOUND BATT INSULATION
5/8" CEMENTITIOUS
BACKER BOARD
METAL STUDS AT
16" O.C. (REFER TO
WALL TYPES FOR
SIZE OF STUDS)
CERAMIC TILE,
REFER TO FINISH
SCHEDULE
WOOD BLOCKING
(BEYOND)
CERAMIC TILE
(BEYOND)
2"x4" POST-KILN
DRIED TREATED
WOOD BLOCKING
SOUND BATT
INSULATION
METAL STUDS AT 16" O.C.,
REFER TO PLANS FOR
WALL
TYPE
LIGHT FIXTURE,
REFER TO
ELECTRICAL
DRAWINGS
CEILING HEIGHT
EL.=108'-0"
SOFFIT HEIGHT
EL.=107'-6"
WALL TILE, REFER
TO FINISH SCHEDULE
3 5/8" METAL
STUDS AT 16" O.C.
SUSPENDED
FIBERGLASS MOISTURE
RESISTANT ACT
CEILING
5/8" CEMENT BOARD
WATER RESISTANT
GYPSUM BOARD
CEILING
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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J .C
O R
N E
L
IU
S
W F
O Y
A-412
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
R E
S T
R O
O M
C
E
IL
IN
G
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 A
-4
CERTIFIED FINAL
SCALE: 1/2" = 1'-0"A-412
1 SECTION
SCALE: 3" = 1'-0"A-412
2 BLOCKING DETAIL
SCALE: 1/2" = 1'-0"A-412
3 MIRROR DETAIL
SCALE: 1" = 1'-0"A-412
4 RESTROOM ACCESS PANEL DETAIL
SCALE: 3" = 1'-0"A-412
5 RESTROOM ACCESS PANEL SECTION
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
SCALE: 1" = 1'-0"A-412
6 SOFFIT DETAIL
M A
R K
D E
S C
R
IP
T
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N D
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E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
2' - 0" 3' - 0" 2' - 3"
2' - 1 1/2"
A-420
A-420
/2
2' - 4"
1/2" SOLID SURFACE COUNTER TOP
WITH BACK SPLASH. REFER TO SPECIAL ITEMS KEY.
UNDERCOUNTER MICROWAVE.
BASE CABINET (BEYOND)
3/4" MELAMINE SHELF WITH PVC EDGE.
/2
3/4" FINISHED MELAMINE CASE WITH
PVC EDGE, DRILLED FOR ADJUSTABLE
SHELF CLIPS. EXPOSED ENDS OF
CASEWORK SHALL BE PLASTIC
LAMINATE FINISH. PVC EDGE SHALL
COORDINATE WITH LAMINATE.
3/4" MDF, PLASTIC LAMINATE
CLAD DOOR WITH COORDINATING
PVC EDGE. REFER TO SPECIAL ITEMS KEY.
3/4" ADJUSTABLE MELAMINE
SHELVES WITH PVC EDGE,
ROUTED TO ACCEPT RECESSED
SHELF CLIPS/PINS.
2' - 4"
/2
1/2" SOLID SURFACE COUNTER TOP WITH
BACK SPLASH. REFER TO SPECIAL ITEMS KEY.
UNDER COUNTER REFRIGERATOR (N.I.C.)
3/4" FINISHED MELAMINE CASE WITH
PVC EDGE, DRILLED FOR ADJUSTABLE
SHELF CLIPS. EXPOSED ENDS OF
CASEWORK SHALL BE PLASTIC
LAMINATE FINISH. PVC EDGE SHALL
COORDINATE WITH LAMINATE.
3/4" MDF, PLASTIC LAMINATE
CLAD DOOR WITH COORDINATING
PVC EDGE. REFER TO SPECIAL ITEMS KEY.
3/4" ADJUSTABLE MELAMINE
SHELVES WITH PVC EDGE,
ROUTED TO ACCEPT RECESSED
SHELF CLIPS/PINS.
1. REFER TO SPECAIL ITEMS SCHEDULE FOR LAMINATE
AND SOLID SURFACE TYPES.
2. COUNTER TOPS, BACK SPLASHES AND END SPLASHES
SHALL BE SOLID SURFACE MATERIAL.
SHEET ID
1 2 6 7
D R
A W
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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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
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
D
R M
A R
T
IN
L U
T H
E R
K
IN
G 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
E L E
V A
T
IO
N 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
SCALE: 1/2" = 1'-0"A-420
1 CASEWORK ELEVATION
SCALE: 1" = 1'-0"A-420
2 CASEWORK SECTION
SCALE: 1" = 1'-0"A-420
3 CASEWORK SECTION
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
SHEET KEYNOTES
1 UPPER WALL CABINETS.
2 BASE CABINETS.
3 SOLID SURFACE COUNTER WITH BACK SPLASH AT 2
SIDES AND SKIRT APRON.
4 3" DIAMETER STAINLESS STEEL UNDER-COUNTER
SUPPORT.
5 DOUBLE BOWL SINK.
6 UNDER COUNTER REFRIGERATOR (N.IC.)
7 UNDERCOUNTER MICROWAVE.
8 WALL MOUNTED SOAP DISPENSER.
9 WALL MOUNTED PAPER TOWEL DISPENSER.
GENERAL NOTES
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
FLOOR LEVEL
100' - 0"
CEILING
109' - 0"
WALL FINISH: PNT-3 ON
GYPSUM BOARD
NIC
AMERICAN FLAG
"U.S.S. ARIZONA"
TO BE RE-INSTALLED BY
CONTRACTOR
4' - 5" 6' - 3" 4' - 3 5/8"
FLOOR LEVEL
100' - 0"
2 3
ACOUSTIC WALL PANEL
WALL FINISH: PNT-2 ON
GYPSUM BOARD
55" TELEVISION MONITORS
70" CENTER FROM WALL 46.5" AFF
/2
3' - 6 7/8"4' - 6 1/4"7' - 1 3/4"4' - 6 1/4"3' - 6 7/8"
23' - 4"
AWP-3AWP-2
11 9/16" 11 9/16"
4 11/16"11 1/2" 11 1/2"
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
A B
R A
M S
C E
N T
E R
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
W K
IR
K
P A
T R
IC
K
K R
IG
G
S
W F
O Y
A-481
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
E W
IL
S
O N
IN
T
E R
IO
R
E L E
V A
T
IO
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
A -4
CERTIFIED FINAL
SCALE: 1/2" = 1'-0"A-110
RECEPTION INSTALLATION1
SCALE: 1/2" = 1'-0"A-110
CONFERENCE ROOM INSTALLATION2
USS ARIZONA - AMERICAN FLAG
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
FLOOR LEVEL
100' - 0"
CEILING
109' - 0"
7 3/16" 1' - 3 3/4"
3"
1' - 3 3/4"
3"
1' - 3 3/4"
3"
1' - 3 3/4"
3"
1' - 3 3/4" 7 3/16"
/4
15 3/4" X 15 3/4"
DECORATIVE COAT
RACK WITH THREE
PEGS AND HANGER
ROD
EXTERIOR WINDOW
WALL FINISH: PNT-3
ON GYPSUM BOARD
ADD 6" X 24" PORCELAIN BASE
TAG: 6 X 24" PORCELAIN BASE
FLOOR LEVEL
100' - 0"
FLOOR LEVEL
100' - 0"
CEILING
109' - 0"
4' - 0 1/8" 3' - 1" 4' - 0"
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
A B
R A
M S
C E
N T
E R
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
W K
IR
K
P A
T R
IC
K
K R
IG
G
S
W F
O Y
A-482
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
IN
T
E R
IO
R
E L E
V A
T
IO
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
A -4
CERTIFIED FINAL
SCALE: 1/2" = 1'-0"A-110
VESTIBULE INSTALLATION2
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
NIC
PRINT BY, DON STRIVER
"TO RELIEVE BASTOGNE"
TO BE RE-INSTALLED BY
CONTRACTOR
6"H X 1"D ALUMINUM
METALLIC LETTERS
HELVETICA LIGHT
WALL FINISH: PNT-3 ON
GYPSUM BOARD
SCALE: 1/2" = 1'-0"A-110
VESTIBULE ENTRANCE1
DON
STRIVER
"TO RELIEVE
BASTOGNE"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
/8
15' - 1 3/4" 4' - 6 1/4" 4' - 6 1/4" 15' - 1 3/4"
9' - 0 1/2"
/8
/8
3' - 0 1/2" 3' - 0 11/16"
"4
4 11/16" 11 1/2"11 1/2"
ACOUSTICAL WALL PANELS EXTERIOR WINDOW
ROOM DARKENING
ROLLER SHADES
WALL FINISH: PNT-2 ON
GYPSUM BOARD
AWP-2AWP-2
AWP-1
4"
4" 4"
" 3
/4
4"
10"
1' - 2"
10"10 1/2" 2' - 2 7/8"
4"
10 1/2"
AWP-1
AWP-2
AWP-3 AWP-3
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
A B
R A
M S
C E
N T
E R
R E
N O
V A
T
IO
N P
J U
N E
W
Q
R
B
W K
IR
K
P A
T R
IC
K
K R
IG
G
S
W F
O Y
A-483
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
E W
IL
S
O N
IN
T
E R
IO
R
E L E
V A
T
IO
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
A -4
CERTIFIED FINAL
SCALE: 1/2" = 1'-0"A-110
WEST WALL ELEVATION1
SCALE: 1/2" = 1'-0"A-110
ACOUSTIC PANEL INSTALLATION2
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
8-
3' - 0"
3' - 0" 3' - 0"
6' - 0"
6' - 0"
6" 2' - 0"
6" 6"
2' - 0"
6" 4' - 0"
6' - 0"
E
"1
" 2
6"
2' - 0"
6" 6"
2' - 0"
6"
40% FROSTED
GLASS
DCBA
TINTED
INSULATED (AT
EXT. DOOR)
GLAZING
3' - 6"
F
3' - 0"
2"
4' - 0"
2"
6' - 0"
2"
1 2 3
6' - 0"
2"
22' - 11 1/2"
2"
3' - 1 7/8"
2"
3' - 1 7/8"
2"
3' - 1 7/8"
2"
3' - 1 7/8"
2"
3' - 1 7/8"
2"
6' - 0" 2"
TINTIED
INSULATED
GLAZING
9' - 8"
2"
2" 1' - 6" 2" 6' - 0" 2" 1' - 6" 2"
3' - 6"
2"
ALUM = ALUMINUM
EXIST = EXISTING
EXT = EXTERIOR
HM = HOLLOW METAL
INSUL HM = INSULATED HOLLOW METAL
SCW = SOLID CORE WOOD
EXT = EXTERIOR
HM = HOLLOW METAL
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 A
B R
A M
S C
E N
T E
R R
E N
O V
A T
IO
N
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-500
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
A M
C C
O Y
D O
O R
T Y
P E
S
F R
A M
E T
Y P
E S
A
N D
S C
H E
D U
L E
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
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CERTIFIED FINAL
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
100 A 6' - 0" 7' - 0" D ALUM 1 3/4" 5 ALUM 9/A-501 6,10/A-501 EXT 1 100 A
100 B 6' - 0" 7' - 0" D ALUM 1 3/4" 6 ALUM 7/A-501 6,8/A-501 2 100 B
102 A 6' - 0" 8' - 0" E SCW 1 3/4" 4 HM 1/A-501 2/A-501 3 102 A
103 A 4' - 0" 7' - 0" B INSUL HM 1 3/4" 2 HM 11/A-501 12/A-501 13/A-501 4 103 A
103 B 4' - 0" 7' - 0" B INSUL HM 1 3/4" 2 HM 11/A-501 12/A-501 13/A-501 4 103 B
104 A 6' - 0" 7' - 0" C SCW 1 3/4" 3 HM 1/A-501 2/A-501 103 5 104 A
105 A 3' - 0" 7' - 0" A SCW 1 3/4" 1 HM 1/A-501 2/A-501 103 6 105 A
106 A 3' - 0" 7' - 0" 45 MIN. A SCW 1 3/4" 1 HM 1/A-501 2/A-501 102 7 106 A
107 A 3' - 6" 7' - 0" 45 MIN. F SCW 1 3/4" 7 HM 1/A-501 2/A-501 102 8 107 A
108 A 3' - 0" 7' - 0" A SCW 1 3/4" 1 HM 3/A-501 4/A-501 9 108 A
109 A 3' - 0" 7' - 0" A SCW 1 3/4" 1 HM 3/A-501 4/A-501 9 109 A
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.
4 ALL EXTERIOR HOLLOW METAL FRAMES AND DOORS
SHALL BE GALVANIZED AND PREPPED FOR PAINT.
5 ALL EXTERIOR DOORS SHALL BE INSULATED.
6 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.
7 PREP DOOR AND FRAMES TO CONCEAL WIRING WHERE
REQUIRED. REFER TO ELECTRICAL DRAWINGS.
8 ALL WOOD DOORS SHALL BE CATEGORY 'A' FOR
GASKETING, SELF-CLOSING, AND SHELF LATCHING.
9 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.
10 ALL EXTERIOR GLAZING SHALL BE INSULATED.
LAMINATED, LOW 'E' GLASS REFER TO SPECIFICATIONS.
11 WINDOW PANELS IN ALL DOORS SHALL BE INSULATED
WITH TEMPERED GLASS ON EXTERIOR PANES AND
LAMINATED ANNEALED GLASS ON INTERIOR PANES.
12 REMOVABLE GLAZING STOPS ON BORROWED LITES
SHALL BE INSTALLED ON SECURE SIDE.
SCALE: 1/4" = 1'-0"
DOOR TYPES
SCALE: 1/4" = 1'-0"
FRAME TYPES
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
LEGEND
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
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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
3 5/8"
5 7/8"
1/2"
3-5/8" METAL STUD
AT 16" O.C.
5/8" CEMENT BOARD WITH
WALL TILE
(2) 18 GA. 3-5/8" METAL BOX
BEAM HEADER WITH RUNNERS
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
2"
/8
/2
/8
(2) 18 GA. 3-5/8" METAL BOX
BEAM HEADER WITH RUNNERS
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
5/8" CEMENT BOARD WITH
WALL TILE
ALUMINUM STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
DOOR STOP WITH
WEATHER STRIPPING
/8
REFER TO FLOOR PLANS
AND WALL TYPES FOR
SPECIFIC WALL INFORMATION
AND WALL RATINGS
3-5/8" METAL STUD AT 16" O.C.
SEALANT (EACH SIDE)
ALUMINUM
STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
ALUMINUM STOREFRONT
3 5/8"
REFER TO FLOOR PLANS
AND WALL TYPES FOR
SPECIFIC WALL INFORMATION
AND WALL RATINGS
SEALANT (EACH SIDE)
ALUMINUM STOREFRONT
3-5/8" METAL STUD
AT 16" O.C.
ALUMINUM STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
DOOR STOP WITH
WEATHER STRIPPING
EXISTING
WALL
ANCHOR SILL TO
FRAMING
EXISTING
FRAMING AND
INSULATION
PATCH GYPSUM
BOARD AS
NECESSARY
PROVIDE STEEL "C"
CHANNEL OR
DOUBLE METAL STUD
FRAMING AS
NECESSARY
PROVIDE BATT
INSULATION
AS
NECESSARY
ALUMINUM DOOR WITH
INSULATED GLAZING
EXISTING
WALL
METAL
CLOSURE
TRIM
PATCH GYPSUM AS
NECESSARY
ANCHOR JAMB TO
FRAMING
PROVIDE STEEL "C"
CHANNEL OR
METAL FRAMING
(MINIMUM SIZE 3
1/2" AS
NECESSARY)
5 3/4" HOLLOW METAL
FRAME GROUT SOLID
WITH MORTAR
HOLLOW METAL DOOR
THRESHOLD
CONCRETE FLOOR SLAB
/1
5 7/8"
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
EXISTING
WALL
ANCHOR SILL TO
FRAMING
EXISTING
FRAMING AND
INSULATION
PATCH GYPSUM
BOARD AS
NECESSARY
PROVIDE STEEL "C"
CHANNEL OR
DOUBLE METAL STUD
FRAMING AS
NECESSARY
PROVIDE BATT
INSULATION
AS
NECESSARY 5
/8
HOLLOW METAL FRAME
SEALANT (EACH SIDE)
EXISTING
WALL
METAL
CLOSURE
TRIM
PATCH GYPSUM AS
NECESSARY
PROVIDE STEEL "C"
CHANNEL OR
METAL FRAMING
(MINIMUM SIZE 3
1/2" AS
NECESSARY)
SHEET ID
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US Army Corps of Engineers ®
A N
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F
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G O
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3 4 5 8 9 10
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CERTIFIED FINAL
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
SCALE: 1 1/2" = 1'-0"A-501
5 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
8 JAMB DETAIL
SCALE: 1 1/2" = 1'-0"A-501
6 JAMB DETAIL
SCALE: 1 1/2" = 1'-0"A-501
7 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
9 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
10 JAMB DETAIL
SCALE: 3" = 1'-0"A-501
13 THRESHOLD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
11 HEAD DETAIL
SCALE: 1 1/2" = 1'-0"A-501
12 JAMB DETAIL
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
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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
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U
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(M
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(MIN)
1' - 0"
(M
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IM
U
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(MINIMUM)
3' - 0" (M
IN
IM
U
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(MINIMUM)
3' - 6"
(M
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IM
U
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(MIN)
1' - 10"
(M
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IM
U
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(MIN)
1' - 10"
(M
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IM
U
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(MINIMUM)
2' - 0" (M
IN
IM
U
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(MINIMUM)
2' - 0"
(M
IN
IM
U
M
(MINIMUM)
2' - 0" (M
IN
IM
U
M
(MINIMUM)
2' - 0"
METAL
SCHLUTER OR EQUAL
CARPET FLOOR TILE
NOTES:
1. REFER TO FINISH SCHEDULE FOR FLOORING TYPES.
SHEET ID
1 2 6 7
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