Pages from 101-125 123796_Full Binder_Phase 2 - V11.pdf
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- Solicitation number
- W912DS22B0025
About this file
This document provides details for the Renovate & Repair – Building 20 Construction project at the Watervliet Arsenal, NY opportunity. The U.S. Army Corps of Engineers New York District intends to repair and renovate portions of Building 20 that have not recently been updated. Work will include hazardous material removal, window, siding and door replacements, restroom and locker room renovations for accessibility compliance, office renovations and associated HVAC and lighting upgrades, entrance replacement including ramps and vestibules, stair hall and vestibule renovations, and exterior masonry repairs. The estimated construction cost ranges from $10-25 million. The Watervliet Arsenal is the oldest continuously operating cannon manufacturing facility. The opportunity type is listed as Pre-Solicitation and the projected award date is September 2022.
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Text version
10b
D N
M1CA
5' - 4 1/2"
9' - 4"1' - 7"
4'
C4
A-436
C8
A-436
LOWER LANDING
FIXED RAMP
10b
A-426 B5
D N
D N
A-436
A4
1' - 7" +/- 9' - 4" +/-
5' - 4 1/2"
4'
C4
A-436
C8
A-436
NEW FLOOR SLAB W/
TERRAZZO FLOORING
TO MATCH EXISTING
TERRAZZO
DIVIDER
STRIP.
10b
A-426 B5
4'
1' - 7" +/- 5' - 5" +/-
A-436
A4
5' - 4 1/2"
C4
A-436
C8
A-436
WHEEL CHAIR LIFT WITH
FULL ENCLOSURE AND 3
STOPS
SECOND FLOOR
114' - 0"
ENTRY LOBBY
108' - 3 1/4"
LIFT MAST
LIFT
ENCLOSURE
GROUND FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
ENTRY LOBBY
108' - 3 1/4"
322 SF
IT STORAGE
101D
296 SF
STAIR HALL
105A
295 SF
MID LEVEL
STAIR HALL
109B
718 SF
STAIR
ENTRY
LIFT MAST
LIFT
ENCLOSURE
6'
GRAB RAIL
PLATFORM CONTROLS
LOWER LANDING FIXED RAMP
5' - 4 1/2"
M1CA
GROUND FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
ENTRY LOBBY
108' - 3 1/4"
718 SF
STAIR
ENTRY
295 SF
MID LEVEL
STAIR HALL
109B
322 SF
IT STORAGE
101D
LIFT
ENCLOSURE
LIFT MAST
4' - 0 1/2"
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
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A N
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SCALE: 3/8" = 1'-0"A1
ENLARGED GROUND FLOOR LIFT PLAN
SCALE: 3/8" = 1'-0"C1
ENLARGED LIFT PLAN
SCALE: 3/8" = 1'-0"E1
ENLARGED SECOND FLOOR LIFT PLAN
0 2' 4' 6'
0 2' 4' 6'
0 2' 4' 6' SCALE: 3/8" = 1'-0"A4
ENTRY LIFT - ELEVATION
0 2' 4' 6'
SCALE: 3/8" = 1'-0"C4
ENTRY LIFT - SECTION
0 2' 4' 6' SCALE: 3/8" = 1'-0"C8
ENTRY LIFT - SECTION
0 2' 4' 6'
M A
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A
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B
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Aa
192 SF
OFFICE
F1CA
F1CA
F1CA
F1CA
0"
13' - 11" +/-
Aa
192 SF
OFFICE
2' x 2' ACOUSTICAL CEILING TILE
GYPSUM BOARD - PAINT
2 HR RATED ASSEMBLY AT
CEILING & STRUCTURE
RECESSED LIGHT
10' - 0"
CEILING HEIGHT ABOVE FINISH FLOOR
HVAC AIR SUPPLY GRILLE
HVAC EXHAUST OR RETURN GRILLE
STRUCTURAL STEEL BEAM - PAINT
HVAC LINEAR AIR SUPPLY GRILLE
FIXTURE - WALL MOUNTED
COVE LIGHT
EXPOSED CEILING
WALL MOUNTED EXTERIOR LIGHT FIXTURE
EXTERIOR FIXTURE
OTS
1' x 4' EMERGENCY FIXTURE - SUSPENDED
EXIT SIGN
OPEN TO STRUCTURE-PAINTED
1' x 4' FIXTURE - SUSPENDED
2' x 4' EMERGENCY FIXTURE - RECESSED
2' x 4' FIXTURE - RECESSED
2' x 2' FIXTURE - RECESSED
4" STRIP LIGHT - RECESSED
SUSPENDED CAN LIGHT
CEILING LEGEND:
2' x 4' ACOUSTICAL CEILING TILE
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
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P L A
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SCALE: 3/8" = 1'-0"D1
ENLARGED MANUFACTURING OFFICE - FLOOR PLAN
SCALE: 3/8" = 1'-0"A1
ENLARGED MANUFACTURING OFFICE - RCP
0 2' 4' 6'
N
0 2' 4' 6'
N
M A
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SCHEDULED CEILING
1 LAYER OF 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE OF
METAL STUDS @ 16" O.C.
PARTITION TYPE S2
SEE HEAD DETAIL IN
SCHEDULE BELOW
INSULATION AS REQUIRED.
SEE SCHEDULE BELOW
SEE BASE DETAIL IN
SCHEDULE BELOW
HEAD
CEILING
PLAN
BASE
SEE ROOM FINISH SCHEDULE
FOR FINISH MATERIALS OVER
GYPSUM BOARD
SCHEDULED CEILING
1 LAYER OF 5/8" GYPSUM
BOARD ON METAL FURRING
FACE OF COLUMN, WALL,
OR SUBSTRATE
PARTITION TYPE F1
SEE HEAD DETAIL IN
SCHEDULE BELOW
SEE BASE DETAIL IN
SCHEDULE BELOW
HEAD
CEILING
PLAN
BASE
STANDARD CONCRETE
MASONRY UNIT (CMU)
SCHEDULED CEILING
VERTICAL
REINFORCEMENT
RE: STRUCTURAL
PARTITION TYPE M1
SEE HEAD DETAIL IN
SCHEDULE BELOW
SEE BASE DETAIL IN
SCHEDULE BELOW
HEAD
CEILING
PLAN
BASE
SEE ROOM FINISH SCHEDULE
FOR FINISH MATERIALS OVER
GYPSUM BOARD
HEAD
CEILING
PLAN
BASE
1 LAYER OF 5/8" GYPSUM BOARD
ON METAL STUDS @ 16" O.C.
SEE BASE DETAIL IN
SCHEDULE BELOW
SCHEDULED CEILING
SEE HEAD DETAIL IN
SCHEDULE BELOWINSULATION AS REQUIRED.
SEE SCHEDULE BELOW
PARTITION TYPE S1
SEE ROOM FINISH
SCHEDULE FOR FINISH
MATERIALS OVER GYPSUM
BOARD
SCHEDULED CEILING
1 LAYER OF 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE OF
METAL STUDS @ 16" O.C.
SEE HEAD DETAIL IN
SCHEDULE BELOW
INSULATION AS REQUIRED.
SEE SCHEDULE BELOW
SEE BASE DETAIL IN
SCHEDULE BELOW
HEAD
CEILING
PLAN
BASE
PARTITION TYPES GENERAL NOTES:
WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM
BOARD WALLS, TAPE & SEAL WITH FIRE STOPPING SEALANT. WHERE
STRUCTURAL MEMBERS PENETRATE FIRE-RATED CMU OR CONCRETE
WALLS, SEAL WITH FIRE STOPPING SEALANT.
PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR
INSTALLATION OF EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET
ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS, ACCESS
PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS,
UNLESS NOTED OTHERWISE.
ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED
OTHERWISE. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
REFERENCE DRAWINGS A-102 FOR PARTITION TYPE LOCATIONS.
PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C.
(ALTERNATE DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL
WALLS GREATER THAN 14'-0" IN HEIGHT.
SEE DRAWING A-521 FOR TYPICAL PENETRATION DETAILS THROUGH
FIRE-RATED PARTITIONS.
PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER
RESISTANT GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS)
ON WET SIDE WALL.
1.
2.
3.
4.
5.
6.
7.
PARTITION TYPE SYMBOL LEGEND:
S1AA
INDICATES TYPE OF
PARTITION STRUCTURE:
F = FURRING METAL STUD
S = METAL STUD
H = C-H METAL STUD
M = MASONRY
INDICATES NUMBER OF
LAYERS OF GYPSUM BOARD
OR TYPE OF CMU FINISH
INDICATES THICKNESS OF
PARTITION STRUCTURE
INDICATES VARIATION OF
PARTITION WITH THE SAME
STRUCTURE, FINISH, AND
STRUCTURE THICKNESS
PARTITION TYPE
SYMBOL
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
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/2
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P
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N o .1
P A
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N T
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TYPE STC
FIRE
RATING
UL DESIGN
NO
HEAD
DETAIL
BASE
DETAIL TYPE COMMENTS
S2AA - - - 1/A511 C6/511 3 5/8" METAL STUDS WITH BLANKET INSULATION.
S2AB - - - 1/A511 2/A512 3 5/8" METAL STUDS WITHOUT BLANKET INSULATION.
S2AE - - C3/A511 C6/511 3 5/8" METAL STUDS, PARTIAL HEIGHT WALL WITH BLANKET INSULATION.
TYPE STC
FIRE
RATING
UL DESIGN
NO
HEAD
DETAIL
BASE
DETAIL TYPE COMMENTS
F1AA - - - A1/A511 E6/A512 7/8" FURRING STRIPS AT 24" O.C. HORIZONTALLY
F1BB - - - A1/A511 E6/A512 1 5/8" METAL FURIRNG AT 16" O.C. VERTICALLY
F1CA - - - 9/A511 1/A512 2 1/2" FURRING STUDS AT 16" O.C. VERTICALLY
TYPE STC
FIRE
RATING
UL DESIGN
NO
HEAD
DETAIL
BASE
DETAIL TYPE COMMENTS
M1CA - - - E3/A511 - 8" NOMINAL MASONRY
TYPE STC
FIRE
RATING
UL DESIGN
NO
HEAD
DETAIL
BASE
DETAIL TYPE COMMENTS
S1AA - - - 1/A511 1/A512 3 5/8" METAL STUDS WITH BLANKET INSULATION.
S1AC - - - C1/A511 E6/A512 3 5/8" METAL STUDS, WET WALLS. SEE PARTITION TYPES GENERAL NOTE 9.
S1AE - - - C1/A511 E6/A512 3 5/8" METAL STUDS, PARTIAL HEIGHT WALL WITHOUT BLANKET INSULATION.
S2AE PARTIAL HEIGHT S2AA
M A
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D E
S C
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IP
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N D
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A
F
IN
A L D
E S
IG
N
I S
S U
E F
O R
B
ID
J U
L Y
UNDERSIDE FLOOR
DECK
(METAL DECK OR
CONC. SLAB)
FILL METAL DECK FLUTES
W/ INSULATION
RUNNER TRACK
SLIP CLIP
DEEP LEG RUNNER
(3" LEG MIN.),
ANCHOR TO METAL DECK
1" M
IN
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C.,
NUMBER OF LAYERS AND
ORIENTATION VARIES WITH
PARTITION TYPE. SEE FLOOR
PLANS FOR PARTITION TYPE.
UNDERSIDE
METAL DECK OR
CONCRETE
SLAB
FIRE SAFING
INSULATION
CMU WALL
RE: FLOOR PLANS
FOR TYPE
CONTINUOUS
GALVANIZED STEEL,
BENT PLATE OR
ANGLE - ANCHOR TO
FLOOR DECK ONLY
CMU BOND BEAM
MORTAR DAM
UL SYSTEM NUMBER: HW-D-0098
HW-D-0110
M
IN
4"
3"3"
ACOUSTIC OR FIRE
SEALANT ON EACH SIDE
1" M
IN
METAL STUD DIAGONAL
BRACING @ 4'-0" O.C.
(ALTERNATE DIRECTIONS) TO
UNDERSIDE OF METAL DECK
SCHEDULED CEILING
UNDERSIDE OF
METAL DECK OR
STRUCTURE ABOVE
6"
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C.,
NUMBER OF LAYERS AND
ORIENTATION VARIES WITH
PARTITION TYPE. SEE FLOOR
PLANS FOR PARTITION TYPE.
UNDERSIDE OF
SCHEDULED
CEILING
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C.,
NUMBER OF LAYERS AND
ORIENTATION VARIES WITH
PARTITION TYPE. SEE FLOOR
PLANS FOR PARTITION TYPE.
SCHEDULED
CEILING
5/8" GYPSUM BOARD ON
METAL FURRING, NUMBER OF
LAYERS AND ORIENTATION
VARIES WITH PARTITION
TYPE. SEE FLOOR PLANS
FOR PARTITION TYPE.
6"
UNDERSIDE FLOOR DECK
(METAL DECK OR CONC. SLAB)
5/8" GYPSUM BOARD ON METAL
FURRING, NUMBER OF LAYERS
AND ORIENTATION VARIES WITH
PARTITION TYPE. SEE FLOOR
PLANS FOR PARTITION TYPE.
1"
SCHEDULED CEILING
UNDERSIDE FLOOR DECK
(METAL DECK OR CONC. SLAB)
EXTEND METAL FURRING
AND GYPSUM BOARD UP TO
STRUCTURE ABOVE
SCHEDULED BASE
RE: ROOM FINISH
SCHEDULE
5/8" GYPSUM BOARD ON
METAL STUDS OR METAL
FURRING, SEE FLOOR PLANS
FOR PARTITION TYPE
FINISH FLOOR
RE: ROOM FINISH
SCHEDULE
FLOOR SLAB
RE: STRUCTURAL
EACH LAYER OF GYPSUM
BOARD SET IN CONTINUOUS
BEAD OF SEALANT (TYP.)
METAL BOTTOM
RUNNER SET IN
SEALANT
SCHEDULED BASE
RE: ROOM FINISH
SCHEDULE
5/8" GYPSUM BOARD ON
METAL STUDS @ 16" O.C.,
SEE FLOOR PLANS FOR
PARTITION TYPE
FINISH FLOOR
RE: ROOM FINISH
SCHEDULE
FLOOR SLAB
RE: STRUCTURAL
EACH LAYER OF GYPSUM
BOARD SET IN CONTINUOUS
BEAD OF SEALANT (TYP.)
METAL BOTTOM
RUNNER SET IN
SEALANT
GYPSUM BOARD OR
GYPSUM LINER PANEL
ON METAL STUDS, SEE
FLOOR PLANS FOR
PARTITION TYPE
D E
S
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D B
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N B
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W Y
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W Y
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A S
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D
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A T
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:5
P
M
A-511
B .B
A K
A S
C .R
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P ro j.
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P A
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A
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SCALE: 3" = 1'-0"E1
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"E3
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"C3
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"C1
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"A1
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"A3
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"E6
INTERIOR PARTITION DETAILS
SCALE: 3" = 1'-0"C6
INTERIOR PARTITION DETAILS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
F
IN
A L D
E S
IG
N
I S
S U
E F
O R
B
ID
J U
L Y
STANDARD WEIGHT PIPE
OR 1/4" THK FORMED
PLATE SLEEVE
FIRESTOP SEALANT
ALL AROUND BOTH
SIDES
FIRE SEALANT W/ BACKER
ROD ALL AROUND BOTH
SIDES
MECHANICAL PIPE OR ELEC.
CONDUIT - RE: MECH. AND
ELEC. DWGS FOR
LOCATIONS AND SIZES
METAL STUD WALL
RE: FLOOR PLANS FOR
TYPE
PACK VOID W/ FIRE
SAFING INSULATION
EQUAL TO UL SYSTEM NUMBER W-L-1003
TYP. PIPE OR CONDUIT PENETRATING GYP.
BOARD WALL WITH SLEEVE DETAIL
2" M
IN
EQUAL TO UL SYSTEM NUMBER W-L-1001
TYP. PIPE OR CONDUIT PENETRATING GYP.
BOARD WALL WITHOUT SLEEVE
PACK VOID W/ FIRE
SAFING INSULATION
METAL STUD WALL
RE: FLOOR PLANS
FOR TYPE
MECHANICAL PIPE OR
ELECTRICAL CONDUIT
RE: MECH. AND ELEC. DWGS
FOR LOCATIONS AND SIZES
FIRESTOP SEALANT W/
BACKER ROD ALL
AROUND BOTH SIDES
FIRESTOP SEALANT
ALL AROUND BOTH
SIDES
EQUAL TO UL SYSTEM NUMBER W-J-2071
PIPE OR CONDUIT PENETRATING CMU
WALL w/o STEEL SLEEVE DETAIL
CMU WALL
RE: FLOOR PLANS
FOR TYPE
MECHANICAL PIPE OR
ELECTRICAL CONDUIT
RE: MECH. AND ELEC. DWGS
FOR LOCATIONS AND SIZES
STANDARD WEIGHT PIPE
OR 6 (1/4") THK FORMED
PLATE SLEEVE
MECHANICAL PIPE OR
ELECTRICAL CONDUIT
RE: MECH. AND ELEC. DWGS
FOR LOCATIONS AND SIZES
EQUAL TO UL SYSTEM NUMBER W-J-2071
PIPE OR CONDUIT THROUGH CMU WALL
w/ STEEL SLEEVE
CMU WALL
RE: FLOOR PLANS
FOR TYPE
FIRESTOP SEALANT
ALL AROUND BOTH
SIDES
PACK VOID W/ FIRE
SAFING INSULATION
2" M
IN
1"
EQUAL TO UL SYSTEM NUMBER W-L-1003 TYP.
PIPE OR CONDUIT PENETRATING GYP. BOARD
WALL WITH SLEEVE DETAIL
2" M
IN
METAL STUD WALL
RE: FLOOR PLANS FOR TYPE
PACK VOID W/ FIRE
SAFING INSULATION
PIPE INSULATION
RE: MECH. DWGS
FOR DETAILS
MECHANICAL PIPE OR
ELECTRICAL CONDUIT
RE: MECH. AND ELEC.
DWGS FOR LOCATIONS
AND SIZES
FIRESTOP SEALANT ALL
AROUND BOTH SIDES
STANDARD WEIGHT PIPE
OR 1/4" THK FORMED
PLATE SLEEVE
FIRE SEALANT W/ BACKER ROD
ALL AROUND BOTH SIDES
0" M
IN
1 1/2" MIN1 1/2" MIN
FIRESTOP SEALANT W/
BACKER ROD ALL AROUND
BOTH SIDES
EQUAL TO UL SYSTEM NUMBER W-L-7040
OR W-L-7042 TYP. MECHANICAL DUCT
PENETRATING GYP. BOARD WALL
M E
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W
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PACK VOID W/ FIRE
SAFING INSULATION
L 1 1/2 x 1 1/2 x 16GA MIN
STEEL ANGLE ON BOTH
SIDES OF GYPSUM
BOARD WALL
METAL STUD WALL
RE: FLOOR PLANS
FOR TYPE
SEALANT BOTH SIDES
3/8" THK LINTEL PLATE
BEARING EACH END 6"
MIN
20 GA. MIN SHEET
METAL FLASHING
(SET IN SEALANT)
CMU WALL
RE: FLOOR PLANS
FOR TYPE
EQUAL TO UL SYSTEM NUMBER W-J-7021
TYP. METAL DUCT PENETRATING CMU
WALL DETAIL (w/o DAMPER)
A S
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PACK VOID WITH
INSULATION
MECH
DUCT
1" M
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1"
M
IN
3" M
IN
3" MIN
3" M
IN
D E
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
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-D
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/2
/2
:0
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P
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B .B
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N o .1
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NTSSCALE:C1
METAL STUD WALL PENETRATION
NTSSCALE:C3
METAL STUD WALL PENETRATION
NTSSCALE:E1
CMU WALL PENETRATION
NTSSCALE:E3
CMU WALL PENETRATION
NTSSCALE:E6
METAL STUD WALL PENETRATION
NTSSCALE:C6
METAL STUD WALL PENETRATION
NTSSCALE:A1
CMU WALL PENETRATION
M A
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D E
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F
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N
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B
ID
J U
L Y
5/8" GYP BD W/
FEATHERED JOINT
SCHEDULED PARTITION
RE: PLANS
VINYL / ACRYLIC
CORNER GUARD
3"
2 5/8"
3"
PAINTED GYPSUM
SCHLUTER
SCHIENE
TILE, 5/16" THICK
FILL WITH GROUT
FACE OF FLOOR SLAB
FACE OF FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
CEMENT BACKER BOARD
FLUSH W/ GYP BD ABOVE
RESINOUS BASE
METAL EDGE TRIM
BACKER ROD
COVED CORNER
4"
SCHEDULED PARTITION -
RE: PLANS
PANEL
WALL SUBSTRATE
RE: PARTITION TYPES
EDGE TRIM
SEALANT
ADHESIVE
3/
1/2"
PANEL
WALL SUBSTRATE
RE: PARTITION TYPES
3/32"
1/ 2"
1/2"
EDGE
TRIM
SEALANT
ADHESIVE
PANELWALL SUBSTRATE
RE: PARTITION TYPES
EDGE TRIM
SEALANT
ADHESIVE
3/32"
1/2"
1/ 2"
WALL BASE
RE: ROOM FINISH
SCHEDULE
SOLID SURFACE WALL PANEL (SSF-4)
CEMENTITIOUS BACKER UNITS
PARTITION AS SCHEDULED
SILICONE CAULK
SINGLE PIECE SOLID
SURFACE SHOWER PAN
SOLID SURFACE SHOWER
WALLS (SSF-4)
SHOWER PAN FLANGE
EDGE BELOW
SILICONE CAULK AT EDGES
PER MFR INSTRUCTION
PARTITION AS SCHEDULED
CEMENTITIOUS BACKER
UNITS
C4
A-551
E4
A-551
RECESSED ONE PIECE SOLID
SURFACE SHELF INSTALLED
PER MFR DIRECTION
SOLID SURFACE
SHOWER PAN
GRAB BARS AT ADA
SHOWERS
SHOWER SEAT AT ADA
SHOWERS
1/4" THICK FULL HEIGHT
SOLID SURFACE
SHOWER WALLS (SSF-2)
G1
A-551
G1
A-551
E1
A-551
3'
SHOWER PAN
BELOW
SOLID SURFACE
SHOWER WALL (SSF-4)
PARTITION AS SCHEDULED
PORCELAIN WALL TILE
SILICONE CAULK
METAL TRIM (MT-4)
SINGLE PIECE SOLID
SURFACE SHOWER PAN
FLOORING, SEE FINISH
SCHEDULE
1/ 2"
M A
X
FACE OF FLOOR SLAB
RESINOUS FLOORING SYSTEM
RE: ROOM FINISH SCHEDULE
COVED CORNER -
COVER MORTAR JOINT
CMU AS SCHEDULED -
RE: PLANS
INTEGRAL RESINOUS BASE
METAL EDGE TRIM
CMU BLOCK FILLER
PORCELAIN TILE
RE: ROOM FINISH SCHEDULE
ALIGN
PORCELAIN TILE
RE: ROOM FINISH SCHEDULE
SCHEDULED PARTITION
RE: PLANS
METAL CORNER TRANSITION,
CG-3 AT ALL OUTSIDE
CORNERS RECEIVING TILE
TROWELED MORTAR
FACE OF FLOOR SLAB
RESINOUS FLOORING SYSTEM
RE: ROOM FINISH SCHEDULE
COVED CORNER -
COVER MORTAR JOINT
CMU AS SCHEDULED -
RE: PLANS
INTEGRAL RESINOUS BASE
METAL EDGE TRIM
CMU BLOCK FILLER
PANEL
WALL SUBSTRATE
RE: PARTITION TYPES
3/
1/2"
1/ 2"
EDGE TRIM
SEALANT ADHESIVE
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2 864 10
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
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-D
-0
/2
/2
:0
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P
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A-551
B .B
A K
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P ro j.
N o .1
IN
T
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SCALE: 3" = 1'-0"G4
CORNER GUARD DETAIL
SCALE: 12" = 1'-0"G8
WALL TRANSITION DETAIL
SCALE: 6" = 1'-0"A8
RESINOUS BASE DETAIL
SCALE: 12" = 1'-0"E8
FRP VERTICAL JOINT
SCALE: 12" = 1'-0"C6
FRP TOP CAP
SCALE: 12" = 1'-0"C8
FRP BOTTOM EDGE DETAIL
SCALE: 3" = 1'-0"C4
SHOWER BASE DETAIL
SCALE: 3" = 1'-0"G1
SHOWER INSIDE CORNER DETAIL
SCALE: 1" = 1'-0"A1
SHOWER SECTION
SCALE: 3" = 1'-0"E1
SHOWER OUTSIDE CORNER DETAIL
SCALE: 3" = 1'-0"E4
ADA SHOWER PAN DETAIL
SCALE: 6" = 1'-0"A6
RESINOUS BASE DETAIL
SCALE: 3" = 1'-0"G6
METAL CORNER DETAIL
SCALE: 6" = 1'-0"A4
RESINOUS BASE DETAIL
SCALE: 12" = 1'-0"E6
FRP VERTICAL EDGE
0 1/2' 1' 2' 0 1" 2" 4"3" 0 1" 2" 4"3" 0 1" 2" 4"3"
0 3" 6" 9"0 16' 32' 48' 0 1" 2" 0 1" 2"
0 1" 2"0 1" 2"0 3" 6" 9"0 16' 32' 48'
0 3" 6" 9"0 16' 32' 48'
0 3" 6" 9"0 16' 32' 48' 0 3" 6" 9"0 16' 32' 48' 0 3" 6" 9"0 16' 32' 48' 0 1" 2"
M A
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B
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RESILIENT FLOORINGFINISHED CONCRETE
RESILIENT TRANSITION
EDGE GUARD
CONCRETE FLOOR SLAB
RESILIENT FLOORING
TERRAZZO FLOORINGCONCRETE FLOORING
ABA/ADA COMPLIANT SLOPING
RESILIENT REDUCER
CONCRETE FLOOR SLAB
CL
DOOR PANEL
EXISTING TERRAZZO FLOORING
RESILIENT FLOORINGTERRAZZO FLOORING
CONCRETE FLOOR SLAB
EXISTING TERRAZZO
FLOORING
RESILIENT FLOORING OVER
SLOPED FLOOR PREP (36"
FOR 3/8" RISE) AS REQUIRED
FOR FLUSH TRANSITION
5 COATS FLOOR
COATING SYSTEM
RE: SPECIFICATION CHEMICAL RESISTANT
SEALANT
BACKER ROD
AND SEALANT
2"
JOINT THICKNESS
2"
CONCRETE FLOOR
SLAB
RESILIENT FLOORINGRESINOUS FLOORING
RESINOUS FLOORING
PERIMETER TRIM PER
SPECIFICATIONS
CONCRETE FLOOR SLAB
RESINOUS FLOORING
RESILIENT FLOORING OVER
SLOPED FLOOR PREP (36"
FOR 3/8" RISE) AS REQUIRED
FOR FLUSH TRANSITION
CONCRETERESINOUS FLOORING
RESINOUS FLOORING
PERIMETER TRIM PER
SPECIFICATIONS
CONCRETE FLOOR SLAB
RESINOUS FLOORING
ADA COMPLIANT SLOPING
RESILIENT REDUCER
D E
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
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-D
-0
/2
/2
:0
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P
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B .B
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NTSSCALE:C7
FLOOR TRANSITION
NTSSCALE:A1
FLOOR TRANSITION
NTSSCALE:A5
FLOOR TRANSITION
NTSSCALE:A7
FLOOR TRANSITION
NTSSCALE:C5
FLOOR TRANSITION
NTSSCALE:C1
FLOOR TRANSITION
M A
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BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
3" 2' - 0"
4"
MICROWAVE NIC
IN-WALL BLOCKING
AS REQUIRED
ELECTRICAL OUTLET
RE: ELECTRICAL
DOOR FRONT: PLASTIC
LAMINATE
CABINET INTERIOR
MELAMINE, WHITE
DOOR PULL
EXPOSED CABINET:
PLASTIC LAMINATE
7'
0"
ELECTRICAL OUTLET
RE: ELECTRICAL
COUNTER TOP: 1/2" SOLID
SURFACE W/ EASED EDGE
DOOR FRONT: PLASTIC
LAMINATE
CABINET INTERIOR
AND SHELVES:
MELAMINE, WHITE
ADJUSTABLE SHELF
SUPPORT SYSTEM
GYP BD SOFFIT
TRIM: PLASTIC LAMINATE
DOOR PULL
C
LE
A R
1'
C
LE
A R
1'
MICROWAVE NIC
2'
0"
2' - 1"
ADA-COMPLIANT, FULLY OPENING
BASE WITH ATTACHED TOE KICK
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
2'
0"
1/
2"
1/
2"
COUNTER TOP, 1/2" SOLID SURFACE W/
EASED EDGE
PROVIDE END SPLASH WHERE APPLICABLE
FIXED DRAWER FRONT,
NO HARDWARE
DOOR AND DRAWER
FRONTS: 3/4" SUBSTRATE W/
PLASTIC LAMINATE
IN-WALL BLOCKING AS REQUIRED
SINK - RE: PLUMBING
ELECTRICAL OUTLET
RE: ELECTRICAL
GARBAGE DISPOSAL
RE: PLUMBING
DOOR PULL
CABINET INTERIOR: MELAMINE,
WHITE
MIN. CLEAR
1' - 5"
M
IN
. C
LE
A R
9"
MIN. CLEAR
8"
1/2"
M
IN
. C
LE
A R
2'
SEE INTERIOR ELEVATIONS FOR WALL TILE
OR BACKSPLASH APPLICATION
DRAWER ASSEMBLY
ADJUSTABLE SHELF
SUPPORT SYSTEM
DOOR AND DRAWER FRONTS:
3/4" SUBSTRATE W/ PLASTIC
LAMINATE
CABINET INTERIOR, SHELVES,
AND DRAWERS: MELAMINE,
WHITE
BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
IN-WALL
BLOCKING AS
REQUIRED
DOOR PULL
2'
0"
1/
2"
1/
2"
2' - 1"
COUNTER TOP, 1/2" SOLID SURFACE W/
EASED EDGE
PROVIDE END SPLASH WHERE APPLICABLE
SEE INTERIOR ELEVATIONS FOR WALL TILE
OR BACKSPLASH APPLICATION
1'
1"
4"
FINISHED WALL SURFACE
RE: ROOM FINISH SCHEDULE
2"
DOOR FRONT: PLASTIC
LAMINATE
CABINET INTERIOR
AND SHELVES:
MELAMINE, WHITE
ADJUSTABLE SHELF
SUPPORT SYSTEM
DOOR PULL
EXPOSED CABINET: PLASTIC
LAMINATE
IN-WALL BLOCKING
AS REQUIRED
SCRIBE TO WALL
GYP BD SOFFIT
1' - 1"
TRIM: PLASTIC LAMINATE
6"
FAUCET - RE: PLUMBING
COUNTER TOP: 3/4" MARINE GRADE
SUBSTRATE, 1/2" SOLID SURFACE W/
TURNDOWN, BACK AND SIDESPLASH
(WHERE APPLICABLE)
UNDERMOUNT SINK BOWL - RE: PLUMBING
FINISHED FLOOR - RE: ROOM FINISH SCHEDULE
9" (8" MIN)
T O
T O
P O
F S
IN
K
R
IM
O R
C O
U N
T E
R
2'
0"
M A
X NOTE: DASHED LINE REPRESENTS
MINIMAL ACCESSIBLE CLEARANCE
REQUIRED
IN-WALL BLOCKING AS REQUIRED
2' - 0"
4"
CONTINUOUS 2" X 3" X 1/4" STL TUBE,
WELDED TO SAME SIZED STL TUBING
EMBEDDED IN FLANKING WALLS
1/
2"
2" x 3" x 1/4" STL TUBE IN FLANKING
WALLS, WELDED TO 1/4" STL PLATE,
ANCHORED TO SLAB WITH 1/4" STL BOLTS
1 1/2"
CABINET FINISH END:
PLASTIC LAMINATE
BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
IN-WALL
BLOCKING AS
REQUIRED
ELECTRICAL OUTLET
RE: ELECTRICAL
UNDERCOUNTER
APPLIANCE NIC
WALL CLEAT
COUNTER TOP: 1/2" SOLID SURFACE
W/ EASED EDGE AND BACKSPLASH
2'
0"
1/
2"
2' - 1" SEE INTERIOR ELEVATIONS FOR WALL TILE
OR BACKSPLASH APPLICATION
CABINET INTERIOR, AND
DRAWER ASSEMBLIES:
MELAMINE, WHITE
BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
4"
COUNTER TOP: 1/2" SOLID SURFACE W/
EASED EDGE AND BACKSPLASH, PROVIDE
END SPLASH WHERE APPLICABLE
IN-WALL BLOCKING AS
REQUIRED
DRAWER ASSEMBLY
DRAWER ASSEMBLY
DRAWER ASSEMBLY
DRAWER ASSEMBLY
2' - 1"
DOOR PULL
DOOR AND DRAWER FRONTS:
3/4" SUBSTRATE W/ PLASTIC
LAMINATE
DOOR PULL
DOOR PULL
1/
2"
1/
2"
1/ 2"
1/
2" 1'
2'
0"
FAUCET
RE: PLUMBING
PARTITION -
RE: PLAN
SOLID SURFACE TROUGH SINK
RE: ROOM FINISH SCHEDULE
PORCELAIN TILE
RE: ROOM FINISH SCHEDULE
TRAP INSULATION
RESINOUS FLOOR AS SCHEDULED
INTEGRATED
TRENCH DRAIN
ADA COMPLIANT
APRON
5"
4" 2'
0"
D E
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IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
C
D
SHEET ID
2 864 10
E
F
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B U
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D
IN
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O V
A T
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D R
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W A
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W Y
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A S
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:5
P
M
A-553
B .B
A K
A S
C .R
E E
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R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
M
IL
L W
O R
K D
E T
A
IL
S
SCALE: 1 1/2" = 1'-0"A1
CABINET - MICROWAVE TOWER
SCALE: 1 1/2" = 1'-0"A4
BASE CABINET - SINK
SCALE: 1 1/2" = 1'-0"C4
BASE CABINET - DRAWER / DOOR
SCALE: 1 1/2" = 1'-0"F7
UPPER CABINET - TALL
SCALE: 1 1/2" = 1'-0"F1
SECTION - LAVATORY
0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'
0 1/2' 1' 1 1/2'
0 1/2' 1' 1 1/2'0 1/2' 1' 1 1/2' SCALE: 1 1/2" = 1'-0"A7
BASE CABINET - UNDERCOUNTER APPLIANCE
0 1/2' 1' 1 1/2'
SCALE: 1 1/2" = 1'-0"D7
BASE CABINET - 4 DRAWER
0 1/2' 1' 1 1/2'
SCALE: 1 1/2" = 1'-0"F4
SECTION - LAVATORY
0 1/2' 1' 1 1/2'
M A
R K
D E
S C
R
IP
T
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A
F
IN
A L D
E S
IG
N
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S U
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O R
B
ID
J U
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SLIDING GLASS
DISPLAY CASE
DOOR; GLAZING
TYPE 1/4" CLEAR
SAFETY GLAZING
3/4" PLYWOOD,
FINISH ALL
EXPOSED
SURFACES WITH
PLASTIC
LAMINATE FINISH
2'
1'
6'
PAINTED
GYPSUM
WALLBOARD
TEMPERED
MOVABLE GLASS
SHELF WITH
PENCIL EDGE
LIGHT FIXTURE;
RE: ELEC
2' - 6"
6"
3/4" SUBSTRATE
WITH PLASTIC
LAMINATE
BASE AS
SCHEDULED
FLUSH TOE KICK
3/4" MDF WITH
PLASTIC
LAMINATE
(MWP-1)
STORAGE
CABINET INTERIOR:
MELAMINE, BLACK
C4
A-554
A4
A-554
5/8" GWB ON MTL
STUD, RE: WALL
TYPE
SLIDING GLASS
DOOR ASSEMBLY
1X WOOD
BLOCKING AS
REQUIRED
3/4" PLYWOOD
FINISH ALL EXPOSED
SURFACES WITH
PLASTIC LAMINATE
FINISH
J BEAD
3 5/8" METAL
STUD BOX BEAM
CAM LOCK
DOOR PULL
3/4" PLYWOOD
FINISH ALL
EXPOSED
SURFACES WITH
PLASTIC LAMINATE
FINISH
SLIDING GLASS
DOOR ASSEMBLY
1X WOOD
BLOCKING AS
REQUIRED
3/4" PLYWOOD
FINISH ALL
EXPOSED
SURFACES WITH
PLASTIC LAMINATE
FINISH, BLACK
3"
1/ 4"
PLUNGER STYLE
GLASS DOOR
LOCK
1/4" TEMPERED
MOVEABLE GLASS
SHELF WITH PENCIL
EDGE
1" THICK MDF SLAT
WALL SYSTEM WITH
PLASTICS LAMINATE
3/4" PLYWOOD
STACK WALL SILVER SHELF
BRACKET, 13 GAUGE METAL
5/8" GWB ON
MTL STUD
ALUMINUM INSERTS BY
MANUFACTURER
D E
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T R
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A L P
L A
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W Y
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K N
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W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
C
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SHEET ID
2 864 10
E
F
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O V
A T
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W A
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N E
W Y
O R
K
A S
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:5
P
M
A-554
B .B
A K
A S
C .R
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L F
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L Y
P ro j.
N o .1
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IL
L W
O R
K D
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A
IL
S
SCALE: 1 1/2" = 1'-0"A1
SECTION - DISPLAY CABINET
SCALE: 3" = 1'-0"E4
DETAIL
SCALE: 3" = 1'-0"A4
DETAIL
SCALE: 3" = 1'-0"C4
DETAIL
0 1/2' 1' 1 1/2' 0 3" 6" 9"0 16' 32' 48'
0 3" 6" 9"0 16' 32' 48'
0 3" 6" 9"0 16' 32' 48'
M A
R K
D E
S C
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IP
T
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A
F
IN
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IG
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B
ID
J U
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NEW ROOF TOP UNIT
REINFORCING STRIP
FASTENER AND PLATE IN ACCORDANCE W/ MANUFACTURERS
RECOMMENDATION FOR SIZE AND SPACING
BONDING ADHESIVE
INSULATED METAL CURB
(M
IN
WOOD NAILER
1-1/4" HOT DIPPED GALVANIZED
ROOF NAILS AT 12" O.C. MAX.
STAINLESS STEEL SELF-PIERCING 10-16X1"
GASKETED FASTENER AT 12" O.C. MAX
METAL COUNTERFLASHING 3" MIN. FACE
PREFABRACATED METAL CURB
FASTENER, SIZING AND SPACING IN
ACCORDANCE W/ MANUFACTURERS
RECOMMENDATION FOR ATTACHMENT
TO SUBSTRATE
1/
EXISTING METAL DECK REF. TO
STRUCTURAL FOR OPENING SUPPORT
DETAIL
EXISTNG
VAPOR
BARRIER
EXISTING MEMBRANE
MEMBRANE FLASHING
CONTINUOUS LAP SEALANT
SSTL CLAMPING RING
THERMOPLASTIC PREMOLDED
PENETRATION FLASHING
PRESSURE SENSITIVE
PIPE SEAL
EXISTING CONCRETE DECKING
EXIST VENT PIPE; 27" MIN.
HEIGHT @ EPDM ROOF
EXISTING ROOF ASSEMBLY
WRAP VAPOR BARRIER
UP PIPE -TYPICAL
EXTEND VENT PIPE AS
REQUIRED
FASTENER AND PLATE IN ACCORDANCE W/
MANUFACTURERS RECOMMENDATION FOR
SIZE AND SPACING
PRE-FINISHED
GUTTER SPACER 2
36" O.C.
PRE-FINISHED 20 GA.
ROOF EDGE FLASHING
WITH CONT. CLEAT
PRE-FINISHED
6" X 6" GUTTER
PRE-FINISHED 16 GA
GUTTER BRACKET @ 36"
O.C.
FRT BLOCKING
EPDM MEMBRANE
FLASHING
RIGID INSULATION
(R-30)
FULLY ADHERED ROOF
MEMBRANE SYSTEM
1 1/2" STRUCTURAL METAL
DECK RE: STRUCTURAL
1/2" COVERBOARD
VAPOR BARRIER
1/2" GYP BOARD SUBSTRATE
D E
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P R
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S O
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IT
A
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N N
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U .S
A
R M
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P S
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IN
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W
Y O
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D
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T R
IC
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F
E D
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A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
1 753
A
B
C
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SHEET ID
2 864 10
E
F
G
B U
IL
D
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O V
A T
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N
A N
D R
E P
A
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W A
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T A
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V L
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T
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W Y
O R
K
A S
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:0
P
M
A-571
B .B
A K
A S
C .R
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R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
R O
O F
D E
T A
IL
S
SCALE: 3" = 1'-0"D1
ROOF CURB
0 3" 6" 9"0 16' 32' 48'
SCALE: 3" = 1'-0"D5
TYPICAL VENT PENETRATION DETAIL
0 3" 6" 9"0 16' 32' 48'
SCALE: 3" = 1'-0"A1
ROOF EDGE
0 3" 6" 9"0 16' 32' 48'
VAPOR BARRIER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
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A
F
IN
A L D
E S
IG
N
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S U
E F
O R
B
ID
J U
L Y
1"
10"
NEW STEEL STAIR TREAD
NOSING.
PATCH AND/OR REPAIR
AS REQUIRED DUE TO
REMOVAL.
ATTACHED TO STAIR PER
MANUFACTURER
EXISTING CONCRETE
STAIR TO REMAIN
3/ 8"
6"
POP RIVET
METAL
FLASHING
SAW CUT REGLET
PARALLEL TO ROOF
SLOPE
INSULATED
METAL PANEL
PRE-FINISHED
METAL TRIM
CONTINUOUS BEAD
SEALANT
CONTINUOUS JOINT
SEALANT
WINDOW FRAME
SELF-ADHERED
MEMBRANE
PREFINISHED METAL
FLASHING, FASTEN TO
PANEL ONLY
DUCT WORK/DUCT WORK
INSULATION
SELF-ADHERED
MEMBRANE
PREFINISHED METAL
FLASHING, FASTEN TO
PANEL ONLY
DUCT WORK/DUCT WORK
INSULATION
INSULATED METAL PANEL
D E
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A
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N N
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A
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P S
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W
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T R
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A L P
L A
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W Y
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K N
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A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
C
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SHEET ID
2 864 10
E
F
G
B U
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D
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G
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O V
A T
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N
A N
D R
E P
A
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W A
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R V
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T A
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A L
N E
W Y
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K U
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W
A T
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V L
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T
N E
W Y
O R
K
A S
I N
D
IC
A T
E D
US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:0
P
M
A-577
B .B
A K
A S
C .R
E E
D
R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
M
IS
C E
L L A
N E
O U
S D
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A
IL
S
SCALE: 3" = 1'-0"B1
STAIR ENLCLOSURE STAIR NOSE AND TREAD DETAIL
SCALE: 3" = 1'-0"E1
STAIR ENCLOSURE FLASHING DETAIL FLASHING DETAIL
0 3" 6" 9"
0 3" 6" 9"
NTSSCALE:E6
DUCT PENETRATION THRU WINDOW
NTSSCALE:B6
DUCT PENETRATION THRU IMP
M A
R K
D E
S C
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IP
T
IO
N D
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A
F
IN
A L D
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IG
N
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S U
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B
ID
J U
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O
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P E
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C H
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U
LE
SCHEDULE
DOOR PER
F OH
D O
O R
P E
R S
C H
E D
U
LE
DOOR PER SCHEDULE
DOOR TYPES
NL FL
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U
LE
A D
D O
O R
P E
R S
C H
E D
U
LE
B C
B
SCHEDULE
DOOR PER
D
A A
HL
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U
LE
B C
A A
A
SCHEDULE
DOOR PER A
B
S C
H E
D U
LE
D O
O R
P E
R
FRAME TYPES
SCHEDULE
DOOR PER
A
B
S C
H E
D U
LE
D O
O R
P E
R
AA
C
E E
#2#1
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W Y
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A R
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1 753
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SHEET ID
2 864 10
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F
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O V
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D R
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W A
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T A
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A L
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W Y
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K U
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C E
W
A T
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V L
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T
N E
W Y
O R
K
A S
I N
D
IC
A T
E D
US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:1
P
M
A-601
B .B
A K
A S
C .R
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L F
A O
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I
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L Y
P ro j.
N o .1
D O
O R
S C
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D U
L E
DOOR AND FRAME LEGEND
FINISH
FF-1* FACTORY FINISHED
PA-3 PAINT-EPOXY
MATERIAL
AL ALUMINUM
HM HOLLOW METAL
STL STEEL
WD WOOD
SIZE
- SINGLE DOOR
PR PAIR OF DOORS
UPR UNEQUAL PAIR
*REFERENCE DOOR OR FRAME SPECIFICATION
**FIELD APPLY PER PAINT SPECIFICATION FOR
APPLICABLE SUBSTRATE AND EXPOSURE.
DOOR SCHEDULE
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING STC
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
PAIR
DOOR WIDTH HEIGHT
ENTRY LOBBY
109A1 PR. 3' - 0" 7' - 6" FL-IN AL FF-3 4.1 AL FF-3 - - F4/A-624 A4/A-624 A5/A-621 1.0
109B1 PR. 3' - 0" 7' - 6" FL-IN AL FF-3 4.1 AL FF-3 - - F4/A-624 D4/A-624 A5/A-621 5.0
GROUND FLOOR
100A4 12' - 0" 14' - 6" OH-C STL FF-1 - E4/A-622 C4/A-622 A1/A-622 26.0 5
100A5 - 3' - 8" 7' - 6" F-IN HM PE-1 1.2 HM PE-1 - - A7/A-623 A4/A-623 A5/A-621 3.0
100A10 - 3' - 0" 7' - 0" F HM PE-1 1.1 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 - 6
100A11 - 3' - 0" 7' - 0" F HM PE-1 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 - 6
100D1 12' - 0" 18' - 2 1/4" OH-C STL FF-1 E4/A-622 C4/A-622 A1/A-622 26.0 5
100E2 - 4' - 0" 7' - 6" F-IN HM PE-1 1.2 HM PE-1 - - A7/A-623 A4/A-623 A5/A-621 3.0
101A1 - 3' - 0" 7' - 0" F WD PE-1 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 17.0 2
101A2 - 3' - 0" 7' - 0" F WD PE-1 1.1 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 15.0 2
101A3 - 2' - 8" 7' - 0" F WD PE-1 1.1 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 24.0 2
101A6 - 3' - 0" 7' - 0" F WD PE-1 1.2 HM PE-1 _ - D1/A-623 F1/A-623 A3/A-621 9.0 2
101B1 - 3' - 0" 7' - 0" F WD PE-1 1.2 HM PE-1 _ - F3/A-621 C3/A-621 A3/A-621 16.0 2
101C1 - 2' - 8" 7' - 0" F WD FF-2 1.1 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 23.0 2
102A - 3' - 0" 7' - 0" F WD FF-2 1.2 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 16.0
103A1 PR. 2' - 9" 7' - 0" HL HM PE-1 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 11.0
103A2 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 10
103A3 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 10.0
103A4 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - - D4/A-623 F4/A-623 A3/A-621 10.0
103A5 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - - D4/A-623 F4/A-623 A3/A-621 10.0
104A - 3' - 0" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F3/A-621 C3/A-621 A3/A-621 23.0
104A1 - 3' - 0" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 18.0 3
104B - 3' - 0" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 20.0
104B1 PR. 2' - 8" 7' - 0" NL HM PE-1 1.2 HM PE-1 - F1/A-624 F7/A-623 A1/A-621 11.0
104C1 PR. 2' - 8" 7' - 0" HL HM PE-1 1.2 HM PE-1 3 HR - F1/A-624 F7/A-623 A1/A-621 7.0
104C2 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 _ - D4/A-623 F4/A-623 A3/A-621 10.0
104C3 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 _ - D4/A-623 F4/A-623 A3/A-621 10.0
105A1 - 2' - 10" 7' - 0" F HM PE-1 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 12.0
105A2 PR. 2' - 8" 7' - 0" NL HM PE-1 1.2 HM PE-1 3 HR - D1/A-623 F1/A-623 A3/A-621 8.0
105A3 PR. 2' - 8" 7' - 0" NL HM PE-1 1.2 HM PE-1 3 HR - D1/A-623 F1/A-623 A3/A-621 8.0
106A1 PR. 2' - 8" 7' - 0" HL HM PE-1 1.2 HM PE-1 3 HR - F1/A-624 F7/A-623 A1/A-621 7.0
106A2 - 2' - 10" 7' - 0" HL WD FF-2 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 20.0 1
106A3 - 2' - 10" 7' - 0" HL WD FF-2 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 21.0 1
106A4 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 _ - D4/A-623 F4/A-623 A3/A-621 10.0
106A5 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 _ - D4/A-623 F4/A-623 A3/A-621 10.0
106B1 - 1' - 8" 7' - 0" F HM PE-1 1.1 HM PE-1 - - F3/A-621 C3/A-621 A3/A-621 25.0
106B2 - 2' - 6" 6' - 8" F HM PE-1 1.1 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 25.0
107A1 PR. 2' - 9" 7' - 0" NL HM PE-1 1.2 HM PE-1 - F1/A-621 C1/A-621 A1/A-621 22.0 1
109D1 - 3' - 0" 7' - 0" F HM PE-1 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 25.0
SECOND FLOOR
200A - 2' - 10" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 18.0 4
200A1 - 2' - 10" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - D1/A-624 A1/A-623 A1/A-621 18.0 1
200B1 - 2' - 10" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 18.0
201A1 - 3' - 0" 7' - 0" HL WD FF-2 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 15.0
201B1 - 3' - 0" 7' - 0" HL WD FF-2 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 15.0 4
201C1 - 3' - 0" 7' - 0" HL WD FF-2 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 15.0
201D1 - 3' - 0" 7' - 0" HL WD FF-2 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 13.0
201E1 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - - F1/A-621 C1/A-621 A1/A-621 6.0
201E2 - 3' - 0" 7' - 0" HL HM PE-1 1.2 HM PE-1 - - A7/A-623 A4/A-623 A5/A-621 2.0
202A - 2' - 10" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 19.0 1
202B - 2' - 8" 7' - 0" F HM PE-1 1.1 HM PE-1 _ - F1/A-624 F7/A-623 A1/A-621 18.0
203A1 PR. 2' - 9" 7' - 0" HL HM PE-1 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 14.0
203A3 - 3' - 0" 7' - 0" F-IN HM PE-1 1.2 HM PE-1 - - A7/A-623 A4/A-623 A5/A-621 4.0
203B1 - 3' - 0" 7' - 0" HL WD FF-2 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 15.0 1
203C1 - 3' - 0" 7' - 0" F WD FF-2 1.2 HM PE-1 _ - F1/A-621 C1/A-621 A1/A-621 15.0
209A2 PR. 2' - 8" 7' - 0" HL HM PE-1 1.2 HM PE-1 3 HR - B1/A-624 D7/A-623 A1/A-621 8
209A3 PR. 2' - 8" 7' - 0" HL HM PE-1 1.2 HM PE-1 3 HR - B1/A-624 D7/A-623 A1/A-621 8
(DOOR FRAME)
TYPE A B
1.1 2" 2"
1.2 2" 4"
(OVERHEAD)
TYPE DESCRIPTION
OH-C COILING DOOR
(FLUSH PANEL)
TYPE DESCRIPTION
HL FLUSH PANEL
F-IN FLUSH PANEL INSULATED
F FLUSH PANEL
(FRAME WITH 2 SIDELITES)
TYPE A B C E #1 #2
4.1 2" 2" 4" 36"
(FULL LIGHT)
TYPE DESCRIPTION A B D #
FL-IN FULL LITE
INSULATED
6" 10" 8"
(HALF LIGHT/VIEW WINDOW)
TYPE DESCRIPTION A B C #
HL HALF LITE 6" 43" 35" 1
NL VIEW WINDOW 6" 60" 10" 1
REMARKS KEY
1. FROSTED GLASS
2. BID-OPTION
3. PROVIDE 1" UNDER CUT MIN.
4. NEW OPENING
5. REFER TO E1, E4, C1, C4, A1/A-622 AND
C8, A1, A4/A-673 FOR HEAD, JAMB, AND SILL
DETAILS - SEE ELEVATION FOR LOCATION
6. EXISTING DOOR, FRAME AND HARDWARE
TO BE REINSTALLED. PAINT FRAME AND
DOOR.
DOOR SCHEDULE GENERAL NOTES:
1. ALL DOORS AND FRAMES ARE TO BE SIZED TO FIT
INTO EXITSING ROUGH OPENINGS UNLESS NOTED
OTHERWISE. OPENINGS SHALL SIZES SHALL BE
VERIFIED IN FIELD PRIOR TO PROCUREMENT OF
DOORS.
2. FRAMES AND DOORS SHALL BE PAINTED COLOR TO
MATCH ADJACENT WALL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
F
IN
A L D
E S
IG
N
I S
S U
E F
O R
B
ID
J U
L Y
SEALANT TYP. BOTH
SIDES
DOOR
RE: DOOR SCHEDULE
CMU BOND BEAM
RE: STRUCTURAL
CMU WALL
RE: FLOOR PLANS
FOR TYPE
EQ FRAME WIDTH EQ
4" D
O O
R H
E
IG
H T
S E
E D
O O
R S
C H
E D
U
LE
DOOR FRAME
RE: DOOR SCHEDULE
SEALANT TYP. BOTH
SIDES
DOOR FRAME
RE: DOOR SCHEDULE
DOOR
RE: DOOR SCHEDULE
EXISTING METAL STUD
WALL
BATT INSULATION
1/2"1/2" 2"
D O
O R
H E
IG
H
T S
E E
D O
O R
S C
H E
D U
LE
FRAME WIDTH
JAMB ANCHORS
3 PER JAMB MIN.
DOOR FRAME
RE: DOOR SCHEDULE
DOOR
RE: DOOR SCHEDULE
SEALANT TYP. BOTH SIDES
GROUT JAMB
FULL
BULLNOSE
EQ
2" D
O O
R W
ID
T
H S
E E
D O
O R
S C
H E
D U
LE
FRAME WIDTHEQ
CMU WALL
RE: FLOOR PLANS
FOR TYPE
CMU WALL
RE: STRUCTURAL
FOR REINFORCING
SEALANT TYP.
BOTH SIDES
DOOR FRAME
RE: SCHEDULE
DOOR
RE: DOOR SCHEDULE
BATT INSULATION
2" D
O O
R W
ID
T
H S
E E
D O
O R
S C
H E
D U
LE
JAMB ANCHORS
3 PER JAMB MIN.
1/2" 1/2"
FRAME WIDTH
METAL STUD WALL
RE: FLOOR PLANS FOR
WALL TYPE
THERMOSTAT / LIGHT
SWITCH LOCATION
RE: MECHANICAL /
ELECTRICAL DRAWINGS
4"
DOUBLE STUD
JAMB
DOOR FRAME
ALUMINUM SIDELITE BY
DEMOUNTABLE PARTITION
MANUFACTURER
WOOD SHIM
METAL CASING
BEAD EACH SIDE
2" 7"
CONTINUOUS SEALANT
EACH SIDE
METAL STUD WALL
RE: FLOOR PLANS FOR TYPE
DOOR
RE: DOOR SCHEDULE
CMU WALL
RE: FLOOR PLANS
FOR TYPE
D O
O R
H E
IG
H
T S
E E
D O
O R
S C
H E
D U
LE
DOOR FRAME
RE: DOOR SCHEDULE
FINISH FLOOR
RE: ROOM FINISH
SCHEDULE
DOOR FRAME
RE: DOOR
SCHEDULE
DOOR
RE: DOOR SCHEDULE
FINISH FLOOR
RE: ROOM FINISH
SCHEDULESEALANT
D O
O R
H E
IG
H
T S
E E
D O
O R
S C
H E
D U
LE
FRAME WIDTH
DOOR
RE: DOOR
SCHEDULE
EXISTING BRICK
WALL
D O
O R
H E
IG
H
T S
E E
D O
O R
S C
H E
D U
LE
DOOR FRAME
RE: DOOR SCHEDULE
FINISH FLOOR
RE: ROOM FINISH
SCHEDULE
D E
S
IG
N E
D B
Y
D R
A W
N B
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C H
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D B
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P L O
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C A
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D A
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C T
N O
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R A
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A
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N N
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A
R M
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P S
O F
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IN
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Y O
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D
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T R
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F
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A L P
L A
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W Y
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A R
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K W
A Y
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S A
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1 753
A
B
C
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SHEET ID
2 864 10
E
F
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A T
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N
A N
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W A
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W Y
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I N
D
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A T
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:1
P
M
A-621
B .B
A K
A S
C .R
E E
D
R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
D O
O R
D E
T A
IL
S
SCALE: 3" = 1'-0"F3
DOOR HEAD
SCALE: 3" = 1'-0"F1
DOOR HEAD
SCALE: 3" = 1'-0"C3
DOOR JAMB
SCALE: 3" = 1'-0"C1
DOOR JAMB
SCALE: 3" = 1'-0"F5
DOOR JAMB WITH SIDELITE
SCALE: 3" = 1'-0"A3
DOOR SILL
SCALE: 3" = 1'-0"A1
DOOR SILL
0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9"
0 3" 6" 9"
0 3" 6" 9"
0 3" 6" 9"
0 3" 6" 9"
SCALE: 3" = 1'-0"A5
DOOR SILL
0 3" 6" 9"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
F
IN
A L D
E S
IG
N
I S
S U
E F
O R
B
ID
J U
L Y
OVERHEAD COILING DOOR
AND TRACK PER OVERHEAD
DOOR SUPPLIER
OVERHEAD COILING DOOR HOOD,
VERIFY INSTALLATION W/ DOOR
MANUFACTURER'S WARRANTY AND
RECOMMENDATIONS FOR ATTACHMENT
PER OVERHEAD DOOR SUPPLIER
D O
O R
H E
IG
H
T S
H
E D
U
LE
R E
: M A
N U
F A
C T
U R
E R
'S S
P E
C
IF
IC
A
T
IO
N S
FASTENING OF COILING DOOR HOOD
COORDINATE WITH OVERHEAD DOOR
SUPPLIER FOR SIZE
2"
EXTERIORINTERIOR
EXISTING STEEL TO
REMAIN
BACK-FASTENED
TRANSLUCENT PANEL
SYSTEM
D O
O R
H E
IG
H
T S
E E
D O
H
E D
U
LE
NEW CONCRETE SILL, 4000 PSI CONCRETE
EXISTING BRICK WALL
3" 4"
1/4" GALV COVER PLATE WITH SLIP RESISTANCE W/
EASE EDGES, PROVIDED MIN (3) FLAT HEAD
EXPANSION ANCHOR FASTENERS EQUAL SPACED,
MINIMUM EMBEDMENT OF 2 1/2", SET IN FULL BED
OF SEALANT. ATTACH TO CONCRETE SIDE ONLY ,
FLOAT AT STAIR LANDING
1/ 2"
PRE- ENGINEERED
EXTERIOR STAIRS
LINE OF BRICK
BEYOND
EXISTING SUB FLOORING
SHOULD BE LEVEL WITH
NE CONCRETE SILL.
FIELD VERIFY ALL
CONDITIONS
EXISTING FLOOR JOIST -
FIELD VERIFY
CONDITIONS
DOOR - SEE DOOR
SCHEDULE
HOLLOW
METAL FRAME
LINE OF INTERIOR WALL
112' -4"
SECOND FLOOR
EPOXY DOWEL (2) #3 BARS @ 12" O.C., 4" EMBED
1' - 7"
1"
3"3"
PROVIDE #3 BAR AT 12" O.C.
AT MID DEPTH OF NEW
CONCRETE
OVERHEAD ROLL-UP
DOOR AND TRACK
EXISTING JAMB, STEEL OR
BRICK SEE JAMB DETAIL
OVERHEAD DOOR
BOTTOM SEAL
EXISTING CONCRETE
SEALANT @ BOTTOM OF
20GA METAL CLOSURE
OVERHEAD COILING DOOR
AND TRACK PER OVERHEAD
DOOR SUPPLIER
OVERHEAD COILING DOOR HOOD,
VERIFY INSTALLATION W/ DOOR
MANUFACTURER'S WARRANTY AND
RECOMMENDATIONS FOR ATTACHMENT
PER OVERHEAD DOOR SUPPLIER
D O
O R
H E
IG
H
T S
H
E D
U
LE
R E
: M A
N U
F A
C T
U R
E R
'S S
P E
C
IF
IC
A
T
IO
N S
FASTENING OF COILING DOOR HOOD
COORDINATE WITH OVERHEAD DOOR
SUPPLIER FOR SIZE
2"
EXTERIORINTERIOR
EXISTING STEEL TO
REMAIN
INSULATED METAL
PANEL SYSTEM,
R-16
EXTERIORINTERIOR
GALVANIZED OVERHEAD
DOOR TRACK PER
OVERHEAD DOOR SUPPLIER
D O
O R
W
ID
T H
S E
E D
O
H E
D U
LE
SET DOOR TRACK IN TAPE
MASTIC AND SEAL EDGE
W/ SEALANT
20GA PREFINISHED
METAL FILL WITH RIGID
MINERAL WOOL, FULL
HEIGHT PROVIDE
SEALANT AT BASE
WEATHER STRIPPING
INSULATED OVERHEAD
COILING DOOR (R-5 MIN)
EXISTING STEEL
TO REMAIN
EXISTING
CONCRETE WALL
EXTERIORINTERIOR
EXISTING STEEL TO
REMAIN
EXISTING BRICK
WALL
GALVANIZED OVERHEAD
DOOR TRACK PER
OVERHEAD DOOR SUPPLIER
D O
O R
W
ID
T H
S E
E D
O
H E
D U
LE
SET DOOR TRACK IN TAPE
MASTIC AND SEAL EDGE
W/ SEALANT
20GA PREFINISHED
METAL FILL WITH RIGID
MINERAL WOOL, FULL
HEIGHT PROVIDE
SEALANT AT BASE
WEATHER STRIPPING
INSULATED OVERHEAD
COILING DOOR (R-5 MIN)
D E
S
IG
N E
D B
Y
D R
A W
N B
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C H
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K E
D B
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P L O
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A L P
L A
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N E
W Y
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K N
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W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
C
D
SHEET ID
2 864 10
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F
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D
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O V
A T
IO
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A N
D R
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W A
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T A
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W Y
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W
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V L
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T
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W Y
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K
A S
I N
D
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A T
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:1
P
M
A-622
B .B
A K
A S
C .R
E E
D
R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
D O
O R
D E
T A
IL
S
SCALE: 1 1/2" = 1'-0"E1
OH DOOR HEAD DETAIL - TRANSLUCENT WALL PANEL
SCALE: 3" = 1'-0"A4
DOOR SILL
SCALE: 3" = 1'-0"A1
OVERHEAD DOOR SILL
0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9"0 3" 6" 9"
0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'
SCALE: 1 1/2" = 1'-0"E4
OVERHEAD DOOR HEAD DETAIL - IMP
SCALE: 3" = 1'-0"C1
OH DOOR JAMB
SCALE: 3" = 1'-0"C4
OH DOOR JAMB
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
F
IN
A L D
E S
IG
N
I S
S U
E F
O R
B
ID
J U
L Y
EXISTING ANCHOR
ABANDONED IN PLACE
HOLLOW METAL
3"
8"
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
*VERIFY IN FIELD
3" 8"
EXISTING ANCHOR
ABANDONED IN PLACE
HOLLOW METAL
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
*VERIFY IN FIELD
HOLLOW METAL
1/
2"
6"
EXISTING ANCHOR
ABANDONED IN PLACE
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
*VERIFY IN FIELD
HOLLOW METAL
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
*VERIFY IN FIELD
/1 6"
6"
1/
2"
HOLLOW METAL
EXISTING ANCHOR
ABANDONED IN PLACE
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
*VERIFY IN FIELD
HOLLOW METAL
1/
2"
3" * 8" *
EXISTING CONSTRUCTION
TO REMAIN, PATCH AND/OR
REPAIR AS REQUIRED DUE
TO REMOVAL OF FRAMESEALANT BOTH
SIDES
*VERIFY IN FIELD
EXISTING STEEL
TO REMAIN
HOLLOW METAL
1/
2"
3" * 8" *
EXISTING CONSTRUCTION
TO REMAIN, PATCH AND/OR
REPAIR AS REQUIRED DUE
TO REMOVAL OF FRAME
SEALANT BOTH
SIDES
*VERIFY IN FIELD
EXISTING STEEL
TO REMAIN
HOLLOW METAL
EXISTING CONSTRUCTION
TO REMAIN, PATCH AND/OR
REPAIR AS REQUIRED DUE
TO REMOVAL OF FRAME
SEALANT BOTH
SIDES
EXISTING STEEL
TO REMAIN
*VERIFY IN FIELD
9" *4 1/2" *
3/
8"
HOLLOW METAL
EXISTING CONSTRUCTION
TO REMAIN, PATCH AND/OR
REPAIR AS REQUIRED DUE
TO REMOVAL OF FRAME
NEW EXISTING WALL
ANCHOR
SEALANT BOTH
SIDES
EXISTING STEEL
TO REMAIN
*VERIFY IN FIELD
9"
1/
2"
D E
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A L P
L A
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W Y
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K N
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W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
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SHEET ID
2 864 10
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F
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A T
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
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-0
/2
/2
:0
:1
P
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A-623
B .B
A K
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P ro j.
N o .1
D O
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D E
T A
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SCALE: 3" = 1'-0"F1
JAMB DETAIL
SCALE: 3" = 1'-0"F4
JAMB DETAIL
SCALE: 3" = 1'-0"F7
JAMB DETAIL
SCALE: 3" = 1'-0"A1
JAMB DETAIL
SCALE: 3" = 1'-0"D7
JAMB DETAIL
SCALE: 3" = 1'-0"D4
HEAD DETAIL
0 3" 6" 9"
0 3" 6" 9" 0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9"0 3" 6" 9"
SCALE: 3" = 1'-0"D1
HEAD DETAIL
SCALE: 3" = 1'-0"A7
HEAD DETAIL
SCALE: 3" = 1'-0"A4
JAMB DETAIL
0 3" 6" 9" 0 3" 6" 9" 0 3" 6" 9"
M A
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D E
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IN
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B
ID
J U
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HOLLOW METAL
6 1/2" *
6"
EXISTING ANCHOR
ABANDONED IN PLACE
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
SEALANT BOTH
SIDES
*VERIFY IN FIELD
HOLLOW METAL
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
SEALANT BOTH
SIDES
*VERIFY IN FIELD
6 11/16" *
6"
7 1/2" *
HOLLOW METAL
EXISTING ANCHOR
ABANDONED IN PLACE
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
SEALANT BOTH
SIDES
*VERIFY IN FIELD
8"
10"1 7/8"
*VERIFY IN FIELD
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
EXISTING STEEL TO
REMAIN
SEALANT AND BACKER
ROD EACH SIDE
THERMALLY BROKEN ALUM
WINDOW FRAME
8 1/2" *
*VERIFY IN FIELD
EXISTING STEEL TO
REMAIN
SEALANT AND BACKER
ROD EACH SIDE
THERMALLY BROKEN ALUM
WINDOW FRAME
EXISTING
CONSTRUCTION TO
REMAIN, PATCH AND/OR
REPAIR AS REQUIRED
DUE TO REMOVAL OF
FRAME
EXISTING STEEL TO
REMAIN
SEALANT AND BACKER
ROD EACH SIDE
THERMALLY BROKEN ALUM
WINDOW FRAME
8"
*VERIFY IN FIELD
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D A
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K W
A Y
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S A
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1 753
A
B
C
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SHEET ID
2 864 10
E
F
G
B U
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D
IN
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O V
A T
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N
A N
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W A
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A T
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N E
W Y
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K
A S
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D
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A T
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:1
P
M
A-624
B .B
A K
A S
C .R
E E
D
R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
D O
O R
D E
T A
IL
S
SCALE: 3" = 1'-0"F1
HEAD DETAIL
0 3" 6" 9"
SCALE: 3" = 1'-0"D1
HEAD DETAIL
0 3" 6" 9"
SCALE: 3" = 1'-0"B1
HEAD DETAIL
0 3" 6" 9"
SCALE: 3" = 1'-0"D4
JAMB DETAIL
0 3" 6" 9"
SCALE: 3" = 1'-0"F4
HEAD DETAIL
0 3" 6" 9"
SCALE: 3" = 1'-0"A4
JAMB DETAIL
0 3" 6" 9"
M A
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D E
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IP
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IO
N D
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E
A
F
IN
A L D
E S
IG
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S U
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B
ID
J U
L Y
W01 W02
W06 W07
S E
E S
C H
E D
U
LE
H E
IG
H
T
SEE SCHEDULE
WIDTH
3'
A1
A-661
S E
E S
C H
E D
U
LE
H E
IG
H
T
SEE SCHEDULE
WIDTH
3'
W03 W04
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U
LE
H E
IG
H
T
S E
E S
C H
E D
U
LE
H E
IG
H
T
SEE SCHEDULE
WIDTH
W08 W09 W10
SEE SCHEDULE
WIDTH
SEE SCHEDULE
WIDTH
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U
LE
H E
IG
H
T
S E
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C H
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U
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H E
IG
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S E
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C H
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H E
IG
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S E
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C H
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U
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H E
IG
H
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SEE SCHEDULE
WIDTH
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U
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H E
IG
H
T
1" THK MAPESPAN-R INSULATED GLAZED PANEL
WINDOW PANEL LEGEND:
VISION PANEL
GLASS OR PANEL INFILL TYPES:
REFERENCE SPECIFICATION FOR GLASS TYPES. ALL WINDOW
GLAZING SHALL BE GLAZING TYPE GL-1.
INSULATED LAMINATED VISION UNIT
OUTER PANE: 1/4" CLEAR TEMPERED GLASS
AIR SPACE: 1/2" AIR SPACE, ARGON FILLED
INNER PANE (LAMINATE) : 1/8" CLEAR / .030 PVB / 1/8" CLEAR
GL-1
WINDOW SCHEDULE GENERAL NOTES:
1. ALL NEW WINDOWS SHALL BE SIZED TO FIT EXISTING OPENING. EXISTING
OPENING SHALL BE VERIFIED IN FIELD PRIOR TO WINDOW PROCUREMENT.
2. ALL EXISTING WINDOW PANELS WITH EXISTING WINDOW MOUNTED
EXHAUST FANS, LOUVERS, AIR CONDITIONING UNITS ETC TO BE REPLACED
WITH MAPES-R INFILL PANEL.
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D A
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C T
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C O
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N N
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U .S
A
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P S
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W
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A L P
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W Y
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1 753
A
B
C
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SHEET ID
2 864 10
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F
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B U
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D
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A T
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N
A N
D R
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T A
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A L
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W Y
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K U
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C E
W
A T
E R
V L
IE
T
N E
W Y
O R
K
A S
I N
D
IC
A T
E D
US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:1
P
M
A-651
B .B
A K
A S
C .R
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D
R .A
L F
A O
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J U
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P ro j.
N o .1
W
IN
D O
W S
C H
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U L E
A N
D D
E T
A
IL
S
WINDOW SCHEDULE
QUANTITY TYPE
ROUGH OPENING DETAIL
REMARKSWIDTH HEIGHT HEAD JAMB SILL
8 W01 16' - 0 1/2" 5' - 2 1/2" D4/A-661 D7/A-661 A4/A-661
7 W02 9' - 11 1/2" 5' - 2 1/2" D4/A-661 D7/A-661 A4/A-661
1 W03 16' - 0 1/2" 8' - 7 1/4" D4/A-661 D7/A-661 A4/A-661
7 W04 16' - 0 1/2" 8' - 7 1/4" D4/A-661 D7/A-661 A4/A-661
6 W06 10' - 0 1/4" 8' - 7 1/4" D4/A-661 D7/A-661 A4/A-661
1 W07 5' - 0 3/8" 8' - 7 1/4" D4/A-661 D7/A-661 A4/A-661
1 W08 12' - 8 1/2" 7' - 7 1/4" D4/A-661 D7/A-661 D7/A-661
3 W09 8' - 8 1/4" 8' - 7 1/4" D4/A-661 D7/A-661 A4/A-661
3 W10 8' - 8 1/4" 5' - 2 1/2" D4/A-661 D7/A-661 A4/A-661
WINDOW TYPES
M A
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D E
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F
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N
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S U
E F
O R
B
ID
J U
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EXISTING CONCRETE
SILL TO REMAIN
REMOVE EXISTING
ALUM WINDOW
FRAME & GLAZING
REMOVE EXIST.
STOOL-METAL OR
GLAZED TILE
REMOVE EXISTING
ALUM. TRIM AND HEAD
FASTENERS
REMOVE
EXISTING
ALUMINUM TRIM
AND HEAD
FASTENER
REMOVE
EXISTING ALUM
WINDOW FRAME &
INSULATED PANEL
EXISTING STEEL
JAMB PLATE TO
REMAIN
REMOVE
EXISTING ALUM
WINDOW FRAME &
INSULATED PANEL
REMOVE EXISTING
ALUM. ANGLE
EXISTING
LINTEL TO
REMAIN
REMOVE EXISTING
ALUMINUM TRIM AND
HEAD FASTENER
EXISTING ANGLE
(AT LOWER FLOOR
ONLY) TO REMAIN
EXISTING
LINTEL
SHIM AS REQ'D PER MFR
SEALANT AND BACKER
ROD EACH SIDE
THERMALLY BROKEN ALUM
WINDOW FRAME
1" THK MAPES-R
INFILL PANEL
INSULATED LOW -
E GLAZING UNIT
PATCH PLASTER FOR
SMOOTH FINISH
EXISTING STEEL
JAMB PLATE
SHIM AS REQ'D PER MFR
SEALANT AND BACKER
ROD EACH SIDE
THERMALLY BROKEN ALUM
WINDOW FRAME
W
IN
D O
W W
ID
T
H S
E E
W
IN
D O
W S
C H
E D
U
LE
LINE OF CONCRETE
SILL BELOW
EXISTING CONCRETE
SILL
SHIM AS REQ'D PER MFR
SEALANT AND BACKER ROD EACH SIDE
THERMALLY BROKEN
ALUM SILL
THERMALLY BROKEN ALUM
WINDOW FRAME
INSULATED GLAZING UNIT
NEW STOOL TO MATCH EXISTING -
METAL STOOL AT ALL SILLS
EXCEPT RESTOOM SILLS TO
RECEIVE GLAZED TILE
INSULATED GLAZING
UNIT
THERMALLY BROKEN
ALUM WINDOW FRAME
W
IN
D O
W H
E
IG
H T
S E
E W
IN
D
O W
S C
H E
D U
LE
C L 3"
1" THK MAPES-R INFILL PANEL
REMOVE ANY/ALL
EXISTING ASSOCIATED
FASTENERS
REMOVE
EXISTING ALUM.
MULLION
REMOVE EXISTING
GLAZING OR
INSULATED PANEL
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N N
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U .S
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P S
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W
Y O
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D
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T R
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F
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A L P
L A
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N E
W Y
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K N
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W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
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1 753
A
B
C
D
SHEET ID
2 864 10
E
F
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B U
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D
IN
G
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O V
A T
IO
N
A N
D R
E P
A
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W A
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T A
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E N
A L
N E
W Y
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K U
S A
C E
W
A T
E R
V L
IE
T
N E
W Y
O R
K
A S
I N
D
IC
A T
E D
US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN
W D
S -1
-D
-0
/2
/2
:0
:2
P
M
A-661
B .B
A K
A S
C .R
E E
D
R .A
L F
A O
U R
I
J U
L Y
P ro j.
N o .1
W
IN
D O
W D
E T
A
IL
S
SCALE: 3" = 1'-0"B4
WINDOW SILL - DEMO
SCALE: 3" = 1'-0"F7
WINDOW JAMB - DEMO
SCALE: 3" = 1'-0"F4
WINDOW HEAD AT EXIST. LINTEL - DEMO
SCALE: 3" = 1'-0"D4
WINDOW HEAD AT EXIST. LINTEL - NEW
SCALE: 3" = 1'-0"D7
WINDOW JAMB - NEW
SCALE: 3" = 1'-0"A4
WINDOW SILL - NEW
0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9"
0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9" 0 3" 6" 9"
0 3" 6" 9"
SCALE: 3" = 1'-0"A1
WI…
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