6of15-B155_Architectural_RTA_30Sep2015.pdf
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B of Engineers
US Army Corps
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
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IDENTIFICATION
SHEET
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ABBREVIATIONS GENERAL NOTESGENERAL DEMOLITION NOTES
A-001
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
O
N O
L U
L U E
N G
IN
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U S A
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IN
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HONOLULU DISTRICT
N A
K A
G A
W A
R O
N A
L D T P
O H
A N
S
M
IF
M A
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S S
H O
W j3 e c m k d
A R
C H
IT
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V
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N S
A N
D G
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E R
A L N
O T
E S
H O
N O
L U
L U
H A
W A
II
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D B
F Y P
K G A -0
AND/OR SALVAGE WORK.
REFER TO DISCIPLINE DRAWINGS FOR RESPECTIVE DEMOLITION 9.
WORK.
STRUCTURAL DRAWINGS FOR EXPOSED REINFORCING REPAIR
TO CONCRETE OR MASONRY REMOVAL WORK REFER TO
WHERE STEEL REINFORCING AND/OR ANCHORS ARE EXPOSED DUE 8.
.D1/S-006REFERENCE DETAIL
AND ELECTRICAL PENETRATIONS SHALL BE PATCHED PER
VOIDS CREATED BY REMOVAL OF EXISTING PLUMBING, MECHANICAL, 7.
ORIGINAL MATERIAL.
PATCH MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE 6.
THIS CONTRACT TO MATCH EXISTING ADJACENT SURFACES.
VOIDS WERE CREATED DURING PERFORMANCE OF WORK UNDER
SURFACES TO REMAIN WHICH HAVE BEEN DAMAGED OR WHERE
PROTECT ALL ITEMS INDICATED TO REMAIN AND PATCH ALL 5.
REPRESENTATIVE BEFORE PROCEEDING FURTHER WITH THE WORK.
PORTIONS TO REMAIN, NOTIFY THE CONTRACTING OFFICER'S
INDICATES THAT IT COULD BE A STRUCTURAL SUPPORT FOR
IF DURING DEMOLITION WORK, THE PORTION BEING REMOVED 4.
WITH PORTIONS TO REMAIN.
TO BE REMOVED, THEY SHALL BE CUT STRAIGHT, CLEAN AND FLUSH
WHERE PORTIONS OF CONCRETE CURBS, SLABS, WALLS, ETC. ARE 3.
CONTRACTOR UNLESS OTHERWISE NOTED.
ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE SITE BY 2.
SHALL BE PREPARED TO RECEIVE WORK UNDER THIS CONTRACT.
FOR REMOVAL AND SURFACES EXPOSED BY DEMOLITION WORK
DEMOLISH AND REMOVE ALL ITEMS COMPLETELY WHERE INDICATED 1.
INSTRUCTIONS.
ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION
ADHESIVES, AS REQUIRED BY THE FLOOR TOPPING PRODUCT IN
PAINT, VARNISH, OILS, RELEASE AGENTS. SEALERS, WAXES AND
THAT DO NO ADVERSLY AFFECT ADHESION. REMOVE EXISTING
AND SEALER COMPOUNDS FROM THE SLABS, OTHER THAN TYPES
PLACEMENT OF TOPPING. REMOVE EXISTING CONCRETE CURING
TOPPING SHALL HAVE THE SURFACE PREPARED PRIOR TO
EXISTING CONCRETE FLOORS TO RECEIVE CEMENTITIOUS
INCH IN 10 FEET.16
3TO WITHIN
RESILIENT FLOORING MATERIAL. FLOOR TOPPING SHALL BE FLAT
FLAT, SMOOTH, AND/OR LEVEL SURFACE TO RECEIVE NEW
THE CEMENTITIOUS TOPPING SHALL BE APPLIED TO ACHIEVE A
IN EACH ROOM SCHEDULED TO RECEIVE RESILIENT FLOORING.
EXISTING CONCRETE FLOOR SLABS ON THE 2ND AND 3RD FLOORS
A CEMENTITIOUS TOPPING SHALL BE PROVIDED OVER THE 10.
PIPE OR DUCT PENETRATIONS THROUGH EXTERIOR WALLS.
REFERENCE AIR BARRIER DETAILS A4/AJ501 AND B5/AJ501 FOR ALL 9.
BACKGROUND INFORMATION.
SCREENED LINES INDICATE EXISTING CONDITIONS OR 8.
EACH ITEM.
MANUFACTURER'S SPECIFICATIONS / RECOMMENDATIONS FOR
MOUNTED ACCESSORIES. VERIFY MOUNTING HEIGHTS WITH
NEAR WET CONDITIONS, U.O.N.) AT ALL WALL OR CEILING
INSTALL BLOCKING (STEEL STUD OR WOOD - TREATED WOOD 7.
SPECIFICALLY INDICATED OR NOTED.
APPLICABLE TO SIMILAR CONDITIONS WHETHER OR NOT IT IS
DRAWN AS APPLICABLE FOR ONE CONDITION, SHALL BE
UNLESS OTHERWISE NOTED, ALL NOTES, DETAILS AND FEATURES 6.
REPRESENTATIVE.
IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER
OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
VERIFY THE DIMENSIONS NECESSARY FOR PROPER EXECUTION 5.
FROM THE REFERENCE ELEVATION +0'-0".
UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE MEASURED 4.
CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR ELEVATIONS.
THE 0'-0" REFERENCE ELEVATION SHALL BE THE TOP OF SLAB SEE 3.
PERPENDICULAR PARTITION, UNLESS OTHERWISE NOTED.
THE THROAT RETURN TO THE CLOSEST ADJACENT
WALL SHALL BE LOCATED A DISTANCE OF 2" (TWO) INCHES FROM
ALL INTERIOR DOOR FRAMES SHOWN NEAR INSIDE CORNER OF 2.
CENTERLINES, UNLESS OTHERWISE NOTED.
CONCRETE MASONRY UNIT, FACE OF GYPSUM BOARD OR COLUMN
ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CONCRETE, 1.
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
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D B
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KEYNOTE INDICATOR
MAIN DRAWING TITLE
DETAIL, PLAN, OR SECTION
NUMBER / SIGN TYPE
SIGN IDENTIFICATION
BB2
C&M
MATERIALS LEGEND
ROOM IDENTIFICATION
W#
X
A-XXX
ID#
L#
DR # = RM #
IN ROOM
DR SEQUENCE
A-XXX
X
FINISH FLOOR
0'-0"
UP
RAMP
ELEVATION DATUM
ROOM NUMBER
DR R.O.
WORK ITEM REMOVAL LEGEND SYMBOLS
PTN
CHASE
3'-4"
5'-4"
DOOR OPENING
UNIT OR CONCRETE WALL FOR SCHEDULED
REMOVE EXISTING CONCRETE MASONRY
FINISHES
REMOVE EXISTING WALL, FRAMING AND
SCHEDULE FOR WINDOW REPLACEMENT TYPE)
EXISTING WDW TO BE REMOVED (SEE WINDOW
OPENINGS.
SCHEDULED DOOR
REPAIR WORK AT
DRAWINGS FOR OPENING
SEE STRUCTURAL
REMOVE EXISTING GYP BD WALL
REMOVE EXISTING 8" CONCRETE WALL
UNIT WALL
REMOVE EXISTING 6" CONCRETE MASONRY
REMOVE EXISTING 8" CONCRETE MASONRY
DIRECTION
COLUMN IDENTIFICATION
DOOR IDENTIFICATION
WINDOW IDENTIFICATION
LOUVER IDENTIFICATION
LIMITS TO WORK
LIMITS TO FINISH OR
(P#, CPT#, CT#, QT#, ETC)
AF601FINISH CODE, SEE SHEET
WALL SECTION
BUILDING SECTION OR
)A-501(SEE SHEET
WALL / PARTITION TYPE
AND HARDWARE
REMOVE EXISTING DOOR, INCLUDING FRAME
SC
XX
TITLE
S Y
M B
O L S A
N D L
E G
E N
D S
A-002
D E
S
IG
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R A
N C
H
H O
N O
L U
L U
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
K A
G A
W A
R O
N A
L D T P
O H
A N
S
IF
M A
M
R
S
H O
J E
C
M F
H O
N O
L U
L U
H A
W A
II
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
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Q U
A D B
F Y P
K G A -0
RmNo-1
RIGID INSULATION
BATT, LOOSE, BLANKET INSULATION
FINISHED WOOD
CONTINUOUS WOOD BLOCKING
EARTH
POROUS FILL
INTERRUPTED WOOD BLOCKING, SHIMS
CAST IN PLACE CONCRETE
8" CONCRETE MASONRY UNIT (CMU)
6" CONCRETE MASONRY UNIT (CMU)
GYPSUM BOARD
PLYWOOD
MEDIUM DENSITY FIBERBOARD
EXISTING CAST IN PLACE CONCRETE
EXISTING 8" CONCRETE MASONRY UNIT
EXISTING 6" CONCRETE MASONRY UNIT
GYPSUM BOARD PARTITION
FURRED GYPSUM BOARD PARTITION
GYPSUM BOARD PIPE CHASE PARTITION
CAPILLARY WATER BARRIER (CWB)
GRANULAR TERMITE BARRIER (GTB), AND
CONCRETE SLAB OVER VAPOR RETARDER,
PARTITION WITH CONCRETE CURB
PIPE CHASE PARTITION
PARTITION WITH CONCRETE CURB
PREPARE SURFACE TO RECEIVE NEW WORK.
AND EXISTING FLOORING MATERIAL.
REMOVE EXISTING 2" CONCRETE TOPPING
RECEIVE NEW WORK.
MORTAR BED. PREPARE SURFACE TO
REMOVE EXISTING CERAMIC TILE AND
PREPARE SURFACE TO RECEIVE NEW WORK.
REMOVE EXISTING THIN-SET CERAMIC TILE.
135A
FAUX DOOR IDENTIFICATION
DR # = RM #
IN ROOM
DR SEQUENCE
RECESSED
FIRE EXTINGUISHER -
MOUNTED
CABINET - SURFACE
FIRE EXTINGUISHER
METAL FRAMINGS
REMOVE EXISTING FURRED GWB WALL INCL.
)A-405 THRU A-407(REFER TO SHT
TOILET ACCESSORY IDENTIFICATION A
ROOM NAME
RM No
ID
KEYN ID#
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
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F
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REMOVE EXISTING EXHAUST FAN.D23 30 A01
D09 68 A00 REMOVE EXISTING CARPETING.
D09 65 A19 REMOVE EXISTING VCT FLOORING.
REMOVE EXISTING WOOD FLOORING.D09 64 A01
APPURTENANCES.
SUSPENSION SYSTEM AND ALL CEILING
REMOVE EXISTING ACOUSTICAL TILE CEILINGS, D09 51 A01
SYSTEM AND ALL CEILING APPURTENANCES.
D09 50 A01 REMOVE EXISTING GWB CEILING, SUSPENSION
SHEATHING.
REMOVE EXIST STUD WALL PARTITION W/ GWB D09 24 A03
FURRING CHANNELS.
INCLUDING CEMENT BACKER BOARD AND METAL
REMOVE EXISTING FURRED CEMENT PLASTER WALL D09 24 A02
CEMENT PLASTER FINISH.
REMOVE EXISTING STUD WALL PARTITION WITH D09 24 A01
REMOVE EXISTING FURRED GWBD09 21 A01
● STAINLESS STEEL LAVATORY COUNTER.
● TOILET PARTITIONS.
● TOILET ACCESSORIES.
● PLUMBING FIXTURES.
APPURTENANCES.
SUSPENSION SYSTEM AND ALL CEILING
● SUSPENDED GYPSUM BOARD CEILING, INCLUDING
STUD WALLS W/ CEMENT PLASTER FINISH.
● PARTITIONS AND CHASE PARTITIONS, INCLUDING
● EXISTING CONCETE CURBS.
MORTAR BED.
● EXISTING CERAMIC TILE FLOORING, INCLUDING
RESTROOMS AND JANITOR ROOM):
D09 00 A01 REMOVE COMPLETE (EXISTING MEN'S AND WOMEN'S
HARDWARE AND ALL ASSOCIATED ITEMS.
REMOVE VAULT DOOR, DOOR FRAME, DOOR D08 34 A01
REMOVE EXISTING FIXED ALUMINUM LOUVER.D08 10 B02
AND EXISTING WINDOW BLINDS.
AWNING, OR JALOUSIE) INCLUDING TRANSOM PANEL
REMOVE EXISTING ALUMINUM WINDOWS (FIXED, D08 10 B01
HARDWARE AND ALL ASSOCIATED ITEMS.
REMOVE EXISTING DOOR, DOOR FRAME, DOOR D08 10 A01
REMOVE EXISTING WOOD HANDRAILS.D06 43 A02
REMOVE EXISTING WOOD FRAMED PLATFORM.D06 20 A01
SCHEDULED.
DAMAGED SURFACES TO ACCEPT FINISHES AS
AFTER REMOVAL, PATCH AND PREPARE ALL
(WHERE OCCURS) AND ALL ASSOCIATED ITEMS.
REMOVE EXISTING EXPANDED METAL WALL , DOOR D05 50 A02
REMOVE EXISTING METAL WINDOW SECURITY BARS.D05 50 A01
D4/AD104.SEE
SURFACES TO ACCEPT FINISHES AS SCHEDULED.
REMOVAL, PATCH AND PREPARE ALL DAMAGED
REMOVE EXISTING MASONRY WALL. AFTER D04 20 A04
REMOVE EXISTING MASONRY INFILL.D04 20 A03
CLERESTORY WINDOW OPENINGS.
REMOVE EXISTING ARCHED MASONRY INFILL AT DO4 20 A02
.D4/AD104EXISTING REBARS, SEE DETAIL
CONC. SILL AS NECESSARY. SAWCUT AND REMOVE
TO ACCOMODATE NEW OPENING. REMOVE EXISTING
REMOVE EXISTING MASONRY INFILL AS NECESSARY D04 20 A01
WINDOW SILL.
WALL AS REQ'D TO ACCOMODATE NEW CONC.
D03 30 A08 CUT AND REMOVE PORTION OF EXISTING CONC.
OPENING.
PORTION OF EXISTING CONC. WALL FOR NEW
D03 30 B05 REMOVE EXISTING DOOR, TRANSOM, FRAME, AND
A3/S004.ACCEPT FINISHES AS SCHEDULED. SEE
PATCH AND PREPARE ALL DAMAGED SURFACED TO
D03 30 A07 REMOVE EXISTING CONC. WALL. AFTER REMOVAL,
.D4/AD104DETAIL
SAWCUT AND REMOVE EXISTING REBARS, SEE
WALL BELOW TO ACCOMODATE NEW OPENING.
REMOVE EXISTING WINDOW AND PORTION OF CONC. D03 30 A06
REMOVE PORTION OF EXISTING CONC. SLAB.D03 30 A05
CERAMIC TILE FLOORING.
EXISTING FLOORING MATERIAL FOR MORTAR BED &
REMOVE 2" OF EXISTING CONCRETE TOPPING & D03 30 A04
.D4/AD104DETAIL
SAWCUT AND REMOVE EXISTING REBARS, SEE
OPENING. REMOVE CONC. SILL WHERE REQUIRED.
WALL AS REQUIRED TO ACCOMODATE NEW
D03 30 A03 CUT AND REMOVE PORTION OF EXISTING CONC.
STRUCTURAL DRAWINGS FOR EXTENT.
SLAB, REMOVE EXISTING STEEL BEAMS. REFERENCE
REMOVE EXISTING WOOD FLOOR, SAWCUT EXISTING D03 30 A02
AND CURB, DOOR, AND LOUVERS).
REMOVE EXISTING HEATER ROOM. (CONC. WALL D03 30 A01
EXISTING SUSPENDED PLASTER CEILING.E09 24 A03
EXISTING STUCCO.E09 24 A01
EXISTING PARTITION WALL W/ GWB TO REMAINE09 00 A01
EXISTING SHEET METAL DOWNSPOUT AND STRAPS.E07 60 A03
EXISTING BUILT-UP ROOFING.E07 51 A01
EXISTING PIPE RAILING.E05 52 A01
EXISTING METAL ACCESS LADDER.E05 51 A01
RAILING TO REMAIN.
EXISTING METAL EXISTING METAL DECK.E05 50 A01E05 31 A01
E05 50 A02 EXISTING HISTORIC SECURITY BARS TO REMAIN.
EXISTING STEEL TRUSS (HIGH ROOF).
EXISTING OPEN WEB STEEL JOIST (LOW ROOF) OR E05 21 A01
EXISTING MASONRY INFILL.E04 20 B01
E03 30 H01 EXISTING CONC. SILL
EXISTING CONC. CEILING WITH PLASTER SKIM COAT.E03 30 G01
STAIR FINISHES.
EXISTING LANAI A1/A-505RAILINGS AS INDICATED PER
EXISTING CONC. STAIR, PAINT EXISTING CONCRETE E03 30 E02
STACK, PAINT IN ACCORDANCE WITH FINISH LEGEND.
ABANDONED EXISTING CONCRETE FLUE OR VENT E03 30 D01
E03 30 C06 EXISTING 14" CONC. WALL.
E03 30 C05 EXISTING 12" CONC. WALL.
E03 30 C04 EXISTING 10" CONC. WALL.
E03 30 B01 EXISTING CONC. WINDOW TO REMAIN.
12" x 12"; 3RD FLR 10" x 10")
EXISTING CONC. COLUMN (1ST FLR 14" x 14"; 2ND FLR E03 30 A03
EXISTING OPEN WELL.E03 30 A01
CIVIL DRAWINGS.
CONCRETE CURB, WALK, AND PIPE RAILING - SEE 32 16 A01
FLOOR MOUNTED SERVICE SINK.22 00 G02
FLOOR MOUNTED.
TWO COMPARTMENT STAINLESS STEEL UTILITY SINK, 22 00 D01
SHELF W/ MOP & BROOM FIXTURES.
FLOOR MOUNTED SERVICE SINK. WALL MTD S.S. 22 00 A02
FILLING STATION.
DUAL-LEVEL DRINKING WATER COOLER WITH BOTTLE 22 00 A01
.C3/A-530DRYING BENCH, REFERENCE DETAIL 10 51 A01
FOLDING PANEL PARTITION.10 22 A01
WALL MOUNTED URINAL SCREEN.10 21 B01
OVERHEAD BRACED-ALCOVE SHOWER PARTITION.10 21 A02
OVERHEAD BRACED-ALCOVE TOILET PARTITION.10 21 A01
.AG104 AND AG103ON SHEETS
EXTERIOR BLDG NO SIGN, SEE SIGNAGE SCHEDULE 10 14 A01
MOTORIZED PROJECTION SCREEN, WALL MOUNTED.10 10 C01
TACKBOARD.10 10 B01
MARKERBOARD.10 10 A01
WOOD ATHLETIC FLOORING ON WOOD SLEEPERS.09 64 A01
SERVICE SINK, STAINLESS STEEL UTILITY SHELF.
CEILING SUSPENSION SYSTEM; FLOOR MOUNTED
SUSPENDED GYPSUM BOARD CEILING, INCLUDING
WITH REINFORCING; CERAMIC TILE WAINSCOT;
CERAMIC TILE FLOORING, INCLUDING MORTAR BED
JANITOR ROOMS PROVIDE THE FOLLOWING: 09 30 A05
FIXTURES.
SURFACE LAVATORY COUNTER; PLUMBING
SYSTEM; TOILET AND SHOWER ACCESSORIES; SOLID
BOARD CEILING, INCLUDING CEILING SUSPENSION
CERAMIC TILE WAINSCOT; SUSPENDED GYPSUM
THIN-SET CERAMIC TILE FLOORING; THIN-SET
COMMAND TOILETS PROVIDE THE FOLLOWING: 09 30 A04
FIXTURES.
MOUNTED LAVATORY COUNTER; PLUMBING
SUSPENSION SYSTEM; TOILET ACCESSORIES; WALL
GYPSUM BOARD CEILING, INCLUDING CEILING
THIN-SET CERAMIC TILE WAINSCOT; SUSPENDED
FOLLOWING: THIN-SET CERAMIC TILE FLOORING;
UNISEX ACCESSIBLE TOILETS PROVIDE THE 09 30 A03
PARTITIONS; PLUMBING FIXTURES.
ACCESSORIES; OVERHEAD BRACED-ALCOVE TOILET
INCLUDING CEILING SUSPENSION SYSTEM; TOILET
WAINSCOT; SUSPENDED GYPSUM BOARD CEILING,
MORTAR BED WITH REINFORCING; CERAMIC TILE
FOLLOWING: CERAMIC TILE FLOORING, INCLUDING
MEN'S AND WOMEN'S LATRINES PROVIDE THE 09 30 A02
PLUMBING FIXTURES.
DRYING COMPARTMENTS AND SHOWER RECEPTORS;
MOUNTED OVERHEAD BRACED SHOWER AND
MOUNTED URINAL SCREENS (AT MEN'S); FLOOR
BRACED TOILET COMPARTMENTS AND WALL
ACCESSORIES; FLOOR MOUNTED OVERHEAD
INCLUDING CEILING SUSPENSION SYSTEM; TOILET
WAINSCOT; SUSPENDED GYPSUM BOARD CEILING,
MORTAR BED WITH REINFORCING; CERAMIC TILE
FOLLOWING: CERAMIC TILE FLOORING, INCLUDING
MEN'S AND WOMEN'S LATRINES PROVIDE THE 09 30 A01
GYPSUM BOARD PARTITION.
GYPSUM BOARD PARTITION TO MATCH EXISTING 09 29 A01
BLAST RESISTANT LAMINATED GLASS WINDOW.08 56 A01
VAULT. SEE DETAILS D4/A-115.
PROVIDE ACCESS TO CRAWL SPACE ABOVE ARMS
BOTTOM OF ACCESS PANEL. ACCESS PANEL SHALL
24"x30" WALL ACCESS PANEL LOCATED 9'-6" AFF TO 08 31 A01
.B2/A-503COPPER FLUE COVER REFERENCE DETAIL 07 62 A01
FINISH SCHEDULE.
EXTERIOR FINISH, PAINT IN ACCORDANCE WITH 07 24 A01
.A3/A-530DETAIL
SOLID SURFACE LAVATORY COUNTER, REFERENCE 06 61 A02
DRAWINGS FOR LOCATION AND EXTENT.
FLOOR, REFERENCE TELECOMMUNICATIONS
BACKBOARD (PAINT WHITE) MOUNT 6" ABOVE FINISH
3/4"x48"x96" FIRE RETARDANT A-C PLYWOOD 06 20 F01
.A5/A-505STEP RAILING, REFERENCE DETAIL 05 52 C02
.A3/A-505METAL PIPE RAILING, REFERENCE DETAIL 05 52 C01
.C3/A-505PIPE HANDRAIL, REFERENCE DETAIL 05 52 A02
.B4/A-505PIPE HANDRAIL, REFERENCE DETAIL 05 52 A01
.A1/A-504FLOOR WITH HANDRAIL, REFERENCE DETAIL
METAL LANDING FLUSH WITH BUILDING ENTRY 05 51 B01
.DETAIL A2/A-530LAVATORY SUPPORT, REFERENCE 05 50 D01
.B2/A-504
FLOOR MOUNTED ANCHOR, REFERENCE DETAIL 05 50 C01
.A1/A-520SECURITY BARS, REFERENCE DETAIL 05 50 B01
GYMNASIUM ROOM 323.
DASH LINE INDICATE SHOTCRETE AT EXISTING 03 37 A02
SHOTCRETE.03 37 A01
SURFACE.
EXTERIOR SIDE TO MATCH EXISTING ADJACENT
EXTERIOR WALL. PROVIDE EFS SKIMCOAT ON
7" CONCRETE INFILL, SET BACK 1" FROM EXISTING 03 30 C04
SURFACE.
EXTERIOR SIDE TO MATCH EXISTING ADJACENT
EXTERIOR WALL. PROVIDE EFS SKIMCOAT ON
10" CONCRETE INFILL, PROVIDE EFS SKIMCOAT ON 03 30 C01
.A2A/A-521CONCRETE SILL, REFERENCE DETAIL
CONCRETE SILL TO MATCH EXISTING ADJACENT 03 30 A04
FILL FLOOR AREA AS SHOWN WITH 2" LONG TOPPING.03 30 A05
.D3/S-006
CONCRETE INFILL, SEE STRUCTURAL DRAWINGS, 03 30 A03
FOR EXTENT.
METAL DECK. REFERENCE STRUCTURAL DRAWINGS
FILL FLOOR OPENING WITH CONCRETE TOPPING ON 03 30 A01
REMOVE EXISTING EXHAUST FAN.D23 30 A01
D09 68 A00 REMOVE EXISTING CARPETING.
D09 65 A19 REMOVE EXISTING VCT FLOORING.
REMOVE EXISTING WOOD FLOORING.D09 64 A01
APPURTENANCES.
SUSPENSION SYSTEM AND ALL CEILING
REMOVE EXISTING ACOUSTICAL TILE CEILINGS, D09 51 A01
SYSTEM AND ALL CEILING APPURTENANCES.
D09 50 A01 REMOVE EXISTING GWB CEILING, SUSPENSION
SHEATHING.
REMOVE EXIST STUD WALL PARTITION W/ GWB D09 24 A03
FURRING CHANNELS.
INCLUDING CEMENT BACKER BOARD AND METAL
REMOVE EXISTING FURRED CEMENT PLASTER WALL D09 24 A02
CEMENT PLASTER FINISH.
REMOVE EXISTING STUD WALL PARTITION WITH D09 24 A01
REMOVE EXISTING FURRED GWBD09 21 A01
● STAINLESS STEEL LAVATORY COUNTER.
● TOILET PARTITIONS.
● TOILET ACCESSORIES.
● PLUMBING FIXTURES.
APPURTENANCES.
SUSPENSION SYSTEM AND ALL CEILING
● SUSPENDED GYPSUM BOARD CEILING, INCLUDING
STUD WALLS W/ CEMENT PLASTER FINISH.
● PARTITIONS AND CHASE PARTITIONS, INCLUDING
● EXISTING CONCETE CURBS.
MORTAR BED.
● EXISTING CERAMIC TILE FLOORING, INCLUDING
RESTROOMS AND JANITOR ROOM):
D09 00 A01 REMOVE COMPLETE (EXISTING MEN'S AND WOMEN'S
HARDWARE AND ALL ASSOCIATED ITEMS.
REMOVE VAULT DOOR, DOOR FRAME, DOOR D08 34 A01
REMOVE EXISTING FIXED ALUMINUM LOUVER.D08 10 B02
AND EXISTING WINDOW BLINDS.
AWNING, OR JALOUSIE) INCLUDING TRANSOM PANEL
REMOVE EXISTING ALUMINUM WINDOWS (FIXED, D08 10 B01
HARDWARE AND ALL ASSOCIATED ITEMS.
REMOVE EXISTING DOOR, DOOR FRAME, DOOR D08 10 A01
REMOVE EXISTING WOOD HANDRAILS.D06 43 A02
REMOVE EXISTING WOOD FRAMED PLATFORM.D06 20 A01
SCHEDULED.
DAMAGED SURFACES TO ACCEPT FINISHES AS
AFTER REMOVAL, PATCH AND PREPARE ALL
(WHERE OCCURS) AND ALL ASSOCIATED ITEMS.
REMOVE EXISTING EXPANDED METAL WALL , DOOR D05 50 A02
REMOVE EXISTING METAL WINDOW SECURITY BARS.D05 50 A01
D4/AD104.SEE
SURFACES TO ACCEPT FINISHES AS SCHEDULED.
REMOVAL, PATCH AND PREPARE ALL DAMAGED
REMOVE EXISTING MASONRY WALL. AFTER D04 20 A04
REMOVE EXISTING MASONRY INFILL.D04 20 A03
CLERESTORY WINDOW OPENINGS.
REMOVE EXISTING ARCHED MASONRY INFILL AT DO4 20 A02
.D4/AD104EXISTING REBARS, SEE DETAIL
CONC. SILL AS NECESSARY. SAWCUT AND REMOVE
TO ACCOMODATE NEW OPENING. REMOVE EXISTING
REMOVE EXISTING MASONRY INFILL AS NECESSARY D04 20 A01
WINDOW SILL.
WALL AS REQ'D TO ACCOMODATE NEW CONC.
D03 30 A08 CUT AND REMOVE PORTION OF EXISTING CONC.
OPENING.
PORTION OF EXISTING CONC. WALL FOR NEW
D03 30 B05 REMOVE EXISTING DOOR, TRANSOM, FRAME, AND
A3/S004.ACCEPT FINISHES AS SCHEDULED. SEE
PATCH AND PREPARE ALL DAMAGED SURFACED TO
D03 30 A07 REMOVE EXISTING CONC. WALL. AFTER REMOVAL,
.D4/AD104DETAIL
SAWCUT AND REMOVE EXISTING REBARS, SEE
WALL BELOW TO ACCOMODATE NEW OPENING.
REMOVE EXISTING WINDOW AND PORTION OF CONC. D03 30 A06
REMOVE PORTION OF EXISTING CONC. SLAB.D03 30 A05
CERAMIC TILE FLOORING.
EXISTING FLOORING MATERIAL FOR MORTAR BED &
REMOVE 2" OF EXISTING CONCRETE TOPPING & D03 30 A04
.D4/AD104DETAIL
SAWCUT AND REMOVE EXISTING REBARS, SEE
OPENING. REMOVE CONC. SILL WHERE REQUIRED.
WALL AS REQUIRED TO ACCOMODATE NEW
D03 30 A03 CUT AND REMOVE PORTION OF EXISTING CONC.
STRUCTURAL DRAWINGS FOR EXTENT.
SLAB, REMOVE EXISTING STEEL BEAMS. REFERENCE
REMOVE EXISTING WOOD FLOOR, SAWCUT EXISTING D03 30 A02
AND CURB, DOOR, AND LOUVERS).
REMOVE EXISTING HEATER ROOM. (CONC. WALL D03 30 A01
EXISTING SUSPENDED PLASTER CEILING.E09 24 A03
EXISTING STUCCO.E09 24 A01
EXISTING PARTITION WALL W/ GWB TO REMAINE09 00 A01
EXISTING SHEET METAL DOWNSPOUT AND STRAPS.E07 60 A03
EXISTING BUILT-UP ROOFING.E07 51 A01
EXISTING PIPE RAILING.E05 52 A01
EXISTING METAL ACCESS LADDER.E05 51 A01
RAILING TO REMAIN.
EXISTING METAL EXISTING METAL DECK.E05 50 A01E05 31 A01
E05 50 A02 EXISTING HISTORIC SECURITY BARS TO REMAIN.
EXISTING STEEL TRUSS (HIGH ROOF).
EXISTING OPEN WEB STEEL JOIST (LOW ROOF) OR E05 21 A01
EXISTING MASONRY INFILL.E04 20 B01
E03 30 H01 EXISTING CONC. SILL
EXISTING CONC. CEILING WITH PLASTER SKIM COAT.E03 30 G01
STAIR FINISHES.
EXISTING LANAI A1/A-505RAILINGS AS INDICATED PER
EXISTING CONC. STAIR, PAINT EXISTING CONCRETE E03 30 E02
STACK, PAINT IN ACCORDANCE WITH FINISH LEGEND.
ABANDONED EXISTING CONCRETE FLUE OR VENT E03 30 D01
E03 30 C06 EXISTING 14" CONC. WALL.
E03 30 C05 EXISTING 12" CONC. WALL.
E03 30 C04 EXISTING 10" CONC. WALL.
E03 30 B01 EXISTING CONC. WINDOW TO REMAIN.
12" x 12"; 3RD FLR 10" x 10")
EXISTING CONC. COLUMN (1ST FLR 14" x 14"; 2ND FLR E03 30 A03
EXISTING OPEN WELL.E03 30 A01
CIVIL DRAWINGS.
CONCRETE CURB, WALK, AND PIPE RAILING - SEE 32 16 A01
FLOOR MOUNTED SERVICE SINK.22 00 G02
FLOOR MOUNTED.
TWO COMPARTMENT STAINLESS STEEL UTILITY SINK, 22 00 D01
SHELF W/ MOP & BROOM FIXTURES.
FLOOR MOUNTED SERVICE SINK. WALL MTD S.S. 22 00 A02
FILLING STATION.
DUAL-LEVEL DRINKING WATER COOLER WITH BOTTLE 22 00 A01
.C3/A-530DRYING BENCH, REFERENCE DETAIL 10 51 A01
FOLDING PANEL PARTITION.10 22 A01
WALL MOUNTED URINAL SCREEN.10 21 B01
OVERHEAD BRACED-ALCOVE SHOWER PARTITION.10 21 A02
OVERHEAD BRACED-ALCOVE TOILET PARTITION.10 21 A01
.AG104 AND AG103ON SHEETS
EXTERIOR BLDG NO SIGN, SEE SIGNAGE SCHEDULE 10 14 A01
MOTORIZED PROJECTION SCREEN, WALL MOUNTED.10 10 C01
TACKBOARD.10 10 B01
MARKERBOARD.10 10 A01
WOOD ATHLETIC FLOORING ON WOOD SLEEPERS.09 64 A01
SERVICE SINK, STAINLESS STEEL UTILITY SHELF.
CEILING SUSPENSION SYSTEM; FLOOR MOUNTED
SUSPENDED GYPSUM BOARD CEILING, INCLUDING
WITH REINFORCING; CERAMIC TILE WAINSCOT;
CERAMIC TILE FLOORING, INCLUDING MORTAR BED
JANITOR ROOMS PROVIDE THE FOLLOWING: 09 30 A05
FIXTURES.
SURFACE LAVATORY COUNTER; PLUMBING
SYSTEM; TOILET AND SHOWER ACCESSORIES; SOLID
BOARD CEILING, INCLUDING CEILING SUSPENSION
CERAMIC TILE WAINSCOT; SUSPENDED GYPSUM
THIN-SET CERAMIC TILE FLOORING; THIN-SET
COMMAND TOILETS PROVIDE THE FOLLOWING: 09 30 A04
FIXTURES.
MOUNTED LAVATORY COUNTER; PLUMBING
SUSPENSION SYSTEM; TOILET ACCESSORIES; WALL
GYPSUM BOARD CEILING, INCLUDING CEILING
THIN-SET CERAMIC TILE WAINSCOT; SUSPENDED
FOLLOWING: THIN-SET CERAMIC TILE FLOORING;
UNISEX ACCESSIBLE TOILETS PROVIDE THE 09 30 A03
PARTITIONS; PLUMBING FIXTURES.
ACCESSORIES; OVERHEAD BRACED-ALCOVE TOILET
INCLUDING CEILING SUSPENSION SYSTEM; TOILET
WAINSCOT; SUSPENDED GYPSUM BOARD CEILING,
MORTAR BED WITH REINFORCING; CERAMIC TILE
FOLLOWING: CERAMIC TILE FLOORING, INCLUDING
MEN'S AND WOMEN'S LATRINES PROVIDE THE 09 30 A02
PLUMBING FIXTURES.
DRYING COMPARTMENTS AND SHOWER RECEPTORS;
MOUNTED OVERHEAD BRACED SHOWER AND
MOUNTED URINAL SCREENS (AT MEN'S); FLOOR
BRACED TOILET COMPARTMENTS AND WALL
ACCESSORIES; FLOOR MOUNTED OVERHEAD
INCLUDING CEILING SUSPENSION SYSTEM; TOILET
WAINSCOT; SUSPENDED GYPSUM BOARD CEILING,
MORTAR BED WITH REINFORCING; CERAMIC TILE
FOLLOWING: CERAMIC TILE FLOORING, INCLUDING
MEN'S AND WOMEN'S LATRINES PROVIDE THE 09 30 A01
GYPSUM BOARD PARTITION.
GYPSUM BOARD PARTITION TO MATCH EXISTING 09 29 A01
BLAST RESISTANT LAMINATED GLASS WINDOW.08 56 A01
VAULT. SEE DETAILS D4/A-115.
PROVIDE ACCESS TO CRAWL SPACE ABOVE ARMS
BOTTOM OF ACCESS PANEL. ACCESS PANEL SHALL
24"x30" WALL ACCESS PANEL LOCATED 9'-6" AFF TO 08 31 A01
.B2/A-503COPPER FLUE COVER REFERENCE DETAIL 07 62 A01
FINISH SCHEDULE.
EXTERIOR FINISH, PAINT IN ACCORDANCE WITH 07 24 A01
.A3/A-530DETAIL
SOLID SURFACE LAVATORY COUNTER, REFERENCE 06 61 A02
DRAWINGS FOR LOCATION AND EXTENT.
FLOOR, REFERENCE TELECOMMUNICATIONS
BACKBOARD (PAINT WHITE) MOUNT 6" ABOVE FINISH
3/4"x48"x96" FIRE RETARDANT A-C PLYWOOD 06 20 F01
.A5/A-505STEP RAILING, REFERENCE DETAIL 05 52 C02
.A3/A-505METAL PIPE RAILING, REFERENCE DETAIL 05 52 C01
.C3/A-505PIPE HANDRAIL, REFERENCE DETAIL 05 52 A02
.B4/A-505PIPE HANDRAIL, REFERENCE DETAIL 05 52 A01
.A1/A-504FLOOR WITH HANDRAIL, REFERENCE DETAIL
METAL LANDING FLUSH WITH BUILDING ENTRY 05 51 B01
.DETAIL A2/A-530LAVATORY SUPPORT, REFERENCE 05 50 D01
.B2/A-504
FLOOR MOUNTED ANCHOR, REFERENCE DETAIL 05 50 C01
.A1/A-520SECURITY BARS, REFERENCE DETAIL 05 50 B01
GYMNASIUM ROOM 323.
DASH LINE INDICATE SHOTCRETE AT EXISTING 03 37 A02
SHOTCRETE.03 37 A01
SURFACE.
EXTERIOR SIDE TO MATCH EXISTING ADJACENT
EXTERIOR WALL. PROVIDE EFS SKIMCOAT ON
7" CONCRETE INFILL, SET BACK 1" FROM EXISTING 03 30 C04
SURFACE.
EXTERIOR SIDE TO MATCH EXISTING ADJACENT
EXTERIOR WALL. PROVIDE EFS SKIMCOAT ON
10" CONCRETE INFILL, PROVIDE EFS SKIMCOAT ON 03 30 C01
.A2A/A-521CONCRETE SILL, REFERENCE DETAIL
CONCRETE SILL TO MATCH EXISTING ADJACENT 03 30 A04
FILL FLOOR AREA AS SHOWN WITH 2" LONG TOPPING.03 30 A05
.D3/S-006
CONCRETE INFILL, SEE STRUCTURAL DRAWINGS, 03 30 A03
FOR EXTENT.
METAL DECK. REFERENCE STRUCTURAL DRAWINGS
FILL FLOOR OPENING WITH CONCRETE TOPPING ON 03 30 A01
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SHEET KEYNOTES
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
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IDENTIFICATION
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1/16"=1'-0" A1
FIRST FLOOR DEMOLITION PLAN WITH CEILING DEMOLITON NOTES
1/16"=1'-0" B1
SECOND FLOOR DEMOLITION PLAN WITH CEILING DEMOLITION NOTES
GENERAL SHEET NOTES
FOR KEYNOTES.A-003REFER TO SHEET 2.
FOR GENERAL SHEET NOTES.AD102REFER TO SHEET 1.
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E136
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E134
E133
E132
E131
E130
E129
E128
E127
E126
E125
E124
E123
E122
E121
E120
E119
EXST 1ST FLR ROOM LIST
RM# EXST ROOM NAME
E154
E153
E152
E151
E150
E149
E148
E147
E146
E145
E144
E143
E142
E141
E140
E139
E138
E137
EXST 1ST FLR ROOM LIST
RM# EXST ROOM NAME
E218
E217
E216
E215
E214
E213
E212
E211
E210
E209
E208
E207
E206
E205
E204
E203
E202
E201
EXST 2ND FLR ROOM LIST
RM# EXST ROOM NAME
EXST 2ND FLR ROOM LIST
RM# EXST ROOM NAME
EXST 2ND FLR ROOM LIST
RM# EXST ROOM NAME
EXST 2ND FLR ROOM LIST
RM# EXST ROOM NAME
E236
E235
E234
E233
E232
E231
E230
E229
E228
E227
E226
E225
E224
E223
E222
E221
E220
E219
E254
E253
E252
E251
E250
E249
E248
E247
E246
E245
E244
E243
E242
E241
E240
E239
E238
E237
N A
K A
G A
W A
R O
N A
L D T P
O H
A N
S I
D
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N
F
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S T A
N D S
E C
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D F
L O
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D E
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L
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N P
L A
N S W
IT
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C E
IL
IN
G D
E M
O L
IT
IO
N N
O T
E S
E118
E117
E116
E115
E114
E113
E112
E111
E110
E109
E108
E107
E106
E105
E104
E103
E102
E101
EXST 1ST FLR ROOM LIST
RM# EXST ROOM NAME
EXST STAFF DUTY
EXST S3
EXST S3
EXST S3
EXST S2
EXST MECH ROOM #1
EXST S6 STORAGE
EXST SPO OFFICE
NOT USED
EXST SUPPLY
EXST CMD OFFICE
EXST CONF RM
EXST S3
EXST OFFICE
EXST MECH ROOM #2
EXST CHAPLAIN'S OFFICE
EXST OFFICE
EXST S6
EXST LANAI
EXST BREEZE WAY
EXST TOILET
EXST MAIL ROOM
EXST STORAGE
EXST TRAINING RM
EXST OFFICE
EXST TOILET
EXST OFFICE
EXST XO
EXST STORAGE
EXST SUPPLY
EXST SUPPLY
EXST SPO
EXST S6
EXST CHAPLINS OFFICE
EXST LANAI
EXST CONFERENCE RM
EXST STORAGE
EXST STORAGE
EXST STORAGE
EXST S4
EXST OFFICE
EXST LANAI
EXST VAULT
EXST S2
EXST COMM. RM
EXST OFFICE
EXST STAFF DUTY
EXST OFFICE
EXST RETENTION OFFICE
EXST OPS
EXST OPEN OFFICE
EXST STORAGE
EXST CONFERENCE RM
EXST SI NOIC
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST E-1
EXST E-2
EXST BEDROOM
EXST BEDROOM
EXST STORAGE
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST OFFICE
EXST OPEN OFFICE
EXST S-3
EXST CONFERENCE
EXST TYPE B
EXST CORRIDOR
EXST RETENTION
EXST STORAGE
EXST JANITOR
EXST OPEN OFFICE
EXST STORAGE
EXST S4
EXST S4 OFFICE
EXST CORRIDOR
EXST CSM
EXST CSM
EXST XO
EXST STORAGE
EXST CORRIDOR
EXST BATTALION COMMANDER
EXST S1 OIC
EXST S1
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST BEDROOM
EXST JANITOR
EXST CORRIDOR
EXST CORRIDOR
EXST LATRINE
EXST BEDROOM
EXST LANAI
EXST BEDROOM
EXST CORRIDOR
EXST BEDROOM
EXST BEDROOM
EXST CORRIDOR
EXST BEDROOM
EXST LATRINE
EXST ELEC RM
EXST JANITOR
EXST JANITOR
EXST CORRIDOR
EXST XO
EXST CSM
EXST OFFICE
EXST OFFICE
EXST STORAGE
EXST OPEN OFFICE
EXST JANITOR
EXST TOILET
EXST STORAGE
EXST OFFICE
EXST ELEC RM
EXST BEDROOM TYPE B
EXST CORRIDOR
E270
E269
E268
E267
E266
E265
E264
E263
E262
E261
E260
E259
E258
E257
E256
E255
A1
AD104
A1
AD105
A1
AD106
A1
AD107
E113 E114 E115
E116
E117
E118
E119E121E122
E124
E125
E126
E127E130
E131E133
E129
E134
E138
E137
E139
E140E141
E142
E143
E144
E145
E146
E147E149 E151 E152 E153
E150
E101
E102
E103 E104 E105 E106 E107 E108
E109
E128
E123
E111 E112
E120 E136
E148
E154
E135 E132
E201 E202 E203 E204 E205 E206 E207 E208 E209 E210 E211 E212 E213 E214 E215 E216 E217 E218 E219 E220 E221
E222
E223
E224
E226
E227
E228E230
E231
E229
E234
E233
E236
E237
E238E239E241E242
E243
E244E246
E248E250
E251E252
E253E254E256
E259
E258 E257
E263E264
E262
E265
E267
E266 E255
E268
E249
E247
E240 E232E235E245
E225E260E261
E269D09 51 A.1 D09 51 A.1 D09 51 A.1
D09 51 A.1
D09 51 A.1
D03 30 A05 D03 30 A05
D09 51 A.1
D09 51 A.1 D09 51 A.1 D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1 D09 51 A.1
D09 51 A.1 D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1 D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D03 30 A05D09 51 A.1 D09 51 A.1
E09 24 A.3
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1 D09 51 A.1
D09 51 A.1
D03 30 A05
D03 30 A05
2 3
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US Army Corps
/9 /2
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
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M A
R K
D E
S C
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N A
P P
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M A
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D A
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D E
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P P
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ANSI D 22 x 34
-1
-5
S
E P
A
1/16"=1'-0" A1
THIRD FLOOR DEMOLITION PLAN WITH CEILING DEMOLITION NOTES CLERESTORY
DEMOLITION PLAN
363'-4"
120'-8"122'-0"120'-8"
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
U P
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 14.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD102REFER TO SHEET 13.
.AD202 THROUGH AD101
MASS DEMOLITION NOTES AND KEYNOTES APPLICABLE TO SHEETS 12.
WORK.
SHEET KEYNOTES BEGINNING WITH "D" INDICATES DEMOLITION 11.
SHEET KEYNOTES BEGINNING WITH "E" INDICATES DEMOLITION.10.
STRUCTURAL DRAWINGS FOR EXPOSED REINFORCING REPAIR
TO CONCRETE OR MASONRY REMOVABLE WORK, REFER TO
WHERE STEEL REINFORCING AND/OR ANCHORS ARE EXPOSED DUE 9.
AND/OR SALVAGE WORK.
REFER TO DISCIPLINE DRAWINGS FOR PERSPECTIVE DEMOLITION 8.
ORIGINAL MATERIAL.
PATCH MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE 7.
THIS CONTRACT TO MATCH EXISTING ADJACENT SURFACES.
VOIDS WERE CREATED DURING PERFORMANCE OF WORK UNDER
SURFACES TO REMAIN WHICH HAVE BEEN DAMAGED OR WHERE
PROTECT ALL ITEMS INDICATED TO REMAIN AND PATCH ALL 6.
REPRESENTATIVE BEFORE PROCEEDING FURTHER WITH THE
PORTION TO REMAIN, NOTIFY THE CONTRACTING OFFICER
INDICATES THAT IT COULD BE A STRUCTURAL SUPPORT FOR
IF DURING DEMOLITION WORK, THE PORTION BEING REMOVED 5.
WITH PORTIONS TO REMAIN.
TO BE ROMVED, THEY SHALL BE CUT STRAIGHT, CLEAN AND FLUSH
WHERE PORTIONS OF CONCRETE CURBS, SLABS, WALL, ETC. ARE 4.
BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE SITE 3.
UNDER THIS CONTRACT.
DEMOLITION WORK SHALL BE PREPARED TO RECEIVE WORK
INDICATED FOR REMOVAL AND SURFACES EXPOSED BY
DEMOLISH AND REMOVE ALL ITEMS COMPLETELY WHERE 2.
NOTES.
LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND GENERAL
, FOR ABBREVIATIONS, SYMBOL A-002 & A-001REFER TO SHEETS 1.
MASS DEMOLITION NOTES
MASTIC UNDER THE TOP LAYER OF EXISTING TILES.
ADDITIONAL LAYERS OF CERAMIC TILE, VINYL TILES AND BLACK
THIS INCLUDES REMOVAL OF EXISTING CONCRETE TOPPING,
CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
REMOVED DOWN TO THE CONCRETE SUBSTRATE BY THE
ALL LAYERS OF EXISTING FLOORING MATERIALS SHALL BE 12.
CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
BASED PAINT NEEDS TO BE HANDLED ACCORDINGLY BY THE
ALSO ADDRESS AREAS THAT IS ABOVE DROP CEILINGS. ALL LEAD
ADHERED TO THE SURFACE OR LOOSE AND FLAKING. THIS WOULD
EXPECT TO WORK WITH LEAD BASED PAINT WHERE IT IS TIGHTLY
BASED ON THE AGE OF THE BUILDING, THE CONTRACTOR IS TO 11.
DRAWINGS. RETAIN ALL EXISTING STAIRS.
CONCRETE SLAB ON GRADE AS INDICATED ON STRUCTURAL
INCLUDING LANAI AND BREEZEWAY CONCRETE FLOOR. PROVIDE
REMOVE EXISTING FIRST FLOOR CONCRETE SLAB ON GRADE 10.
REMOVE ALL FLOOR FINISHES INCLUDING ALL SUBFLOORING.9.
APPURTENANCES.
SUSPENSION SYSTEMS, METAL FRAMING, AND ALL CEILING
GYPSUM BOARD, AND CEMENT PLASTER CEILINGS, INCLUDING
REMOVE ALL EXISTING INTERIOR SUSPENDED ACOUSTICAL TILE, 8.
CABINETS, AND ACCESSORIES.
PARTITIONS, STAINLESS STEEL LAVATORY COUNTER AND BASE
FLOOR MOUNTED OVERHEAD BRACED TOILET AND SHOWER
REMOVE ALL EXISTING WALL MOUNTED TOILET ACCESSORIES, 7.
LAVATORIES, FLOOR DRAINS, ELECTRIC WATER COOLERS, ETC.
WATER CLOSETS, URINALS, SHOWER HEAD AND CONTROL,
REMOVE ALL EXISTING TOILET PLUMBING FIXTURES INCLUDING 6.
AND INFILLS THROUGHOUT UNLESS OTHERWISE INDICATED.
REMOVE ALL EXISTING INTERIOR MASONRY AND CONCRETE WALLS 5.
INFILLS THROUGHOUT UNLESS OTHERWISE INDICATED.
PLASTER ON METAL LATH PARTITIONS, FURRED WALLS, AND
REMOVE ALL EXISTING INTERIOR GYPSUM BOARD AND CEMENT 4.
REMOVE ALL EXISTING METAL LOUVERS AND FRAMES.3.
TRANSOMS, AND WINDOW TREATMENTS.
REMOVE ALL EXISTING ALUMINUM WINDOWS AND FRAMES, 2.
PUBLIC WORKS.
AND HARDWARE, SALVAGE EXISTING LOCKS FOR DIRECTORATE OF
REMOVE ALL EXISTING DOORS (METAL AND/OR WOOD:, FRAMES, 1.
R P
M D
AD102
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
U S A
R M
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O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
S
H O
C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
E336
E335
E334
E333
E332
E331
E330
E329
E328
E327
E326
E325
E324
E323
E322
E321
E320
E319
EXST 3RD FLR ROOM LIST
RM# EXST ROOM NAME
T H
IR
D F
L O
O R D
E M
O L
IT
IO
N P
L
K A
G A
W A
R O
N A
L D T P
O H
R T
N
E318
E317
E316
E315
E314
E313
E312
E311
E310
E309
E308
E307
E306
E305
E304
E303
E302
E301
EXST 3RD FLR ROOM LIST
RM# EXST ROOM NAME
EXST X0
EXST HALLWAY
EXST EVAC PLT
EXST HEADQUARTERS RM
EXST HEADQUARTERS SUPPLY RM
EXST TRAINING RM
EXST TRAINING RM
EXST TREATMENT RM
EXST CONFERENCE RM
EXST STORAGE
EXST GYMNASIUM
EXST CONFERENCE RM
EXST LATRINE
EXST ORDERLY ROOM
EXST CONFERENCE RM
EXST OFFICE
EXST OFFICE
EXST OFFICE
EXST STORAGE
EXST OFFICE
EXST CORRIDOR
EXST CORRIDOR
EXST OFFICE
EXST OFFICE
EXST OFFICE
EXST OFFICE
EXST CORRIDOR
EXST MECH RM
EXST JANITOR
EXST STORAGE
EXST LATRINE
EXST CLANAI
EXST JANITOR
EXST CORRIDOR
EXST 1ST SARGENT
EXST 1ST SARGENT
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
A1
AD110
A1
AD109A1
AD108
E335
E301 E302 E304 E305 E306 E307
E308
E310 E311 E312
E324 E320 E319 E318
E313 E314
E315
E316 E323
E321
E336
E332 E331 E330
E329 E327
E325
E328
E326
E322 E317
E303 E309
E333
E03 30 G.1
D09 51 A.1
E05 21 A.1 E05 31 A.1&
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1
D09 51 A.1 D09 51 A.1
D09 51 A.1D09 51 A.1
D09 51 A.1
D09 51 A.1E03 30 G.1 E334
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US Army Corps
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
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B E
R
P L
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A T
E
F
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P L
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C A
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M A
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D E
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N A
P P
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M A
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D A
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D E
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IP
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P P
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ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
363'-4" TO GRID 23
NOT TO SCALE
KEY PLAN
A
T C
H L
IN
E
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 2.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD102REFER TO SHEET 1.
1/8"=1'-0" A1
PARTIAL FIRST FLOOR DEMOLITION PLAN - WEST
0 4'-0" 8'-0" 16'-0"
SAW CUT EXIST. REBAR
WITH EPOXY GROUT.
CMU OR CONC SURFACE AND FILL
SAW CUT EXISTING REBAR 2" BELOW
NTS
D4
TYPICAL REBAR TERMINATION DETAIL
6 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
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B
U
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D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
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L D B
A R
R A
C K
S
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H U
H A
W A
II
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
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R D
IS
T R
IC
T
M A
M
AD104
R P
M D
D E
M O
L
IT
IO
N P
L A
N W
E S
T
P A
R T
IA
L F
IR
S T F
L O
O R
N A
K A
G A
W A
R O
N A
L D T P
O H
A N
S I
D
R T
N
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13
A
E
1 23
D03 30 A01
D08 10 B01
D03 30 A01E03 30 D01D08 10 B01
E03 30 D01
E03 30 E02
D08 10 B01
E03 30 C04
E03 30 A03
D08 10 B01 D08 10 B01 D08 10 B01 D08 10 B01
09 21 A01
D04 20 A01D04 20 A01
D08 10 A01
TYP.
A05 50 A02
D03 30 A07
D08 34 A01
D09 65 A19
A05 50 A02
A06 20 A01
WALLS U.O.N.
TYP OF ALL
09 68 A00
09 51 A01
09 68 A00
09 51 A01
09 65 A19
09 51 A01
09 65 A19
09 51 A01
09 65 A19
09 51 A01
09 68 A00
09 51 A01
09 68 A00
09 51 A01
09 68 A00
09 51 A01
09 68 A00
09 51 A01
09 68 A00
09 51 A01
09 68 A00
09 68 A00
09 51 A01
09 68 A00
09 68 A00
SIDEWALK, SEE CIVIL (TYP)
D08 10 A01
TYP
SIDEWALK, SEE CIVIL (TYP)
E138
E137
E139
E140
E141
E142
E143
E144
E145
E146
E147
E149
E151 E152 E153
E150
E101
E102
E103 E104 E105 E106
E136
E148
E154
E135
2 3
C
4 5
A
B of Engineers
US Army Corps
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P R
IN
T E
D B
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S T S
A V
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U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
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A M
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P L
O T S
C A
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S
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M A
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D E
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N A
P P
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M A
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D A
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D E
S C
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A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1/8"=1'-0" A1
PARTIAL FIRST FLOOR DEMOLITION PLAN - EAST
0 4'-0" 8'-0" 16'-0"
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
363'-4" TO GRID 1
A
T C
H L
IN
E
GENERAL SHEET NOTES
REFER TO SHEET A-003 FOR SHEET KEYNOTES.2.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD-102REFER TO SHEET 1.
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
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B
U
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D
IN
G
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J E
C
M F
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H O
F
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L D B
A R
R A
C K
S
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H U
H A
W A
II
D E
S
IG
N B
R A
N C
H
H O
N O
L U
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H I
H O
N O
L U
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R D
IS
T R
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M A
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AD105
R P
M D
D E
M O
L
IT
IO
N P
L A
N E
A S
T
P A
R T
IA
L F
IR
S T F
L O
O R
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
D04 20 A01
E03 30 A03
D08 10 B01
E03 30 E02
E03 30 C04
D03 30 A05
D08 10 A01
TYP.
D04 20 A01
E113
E114
E115
E116
E117
E118
E119
E121
E122
E124
E125
E126
E127
E130
E129
E108
E109
E128
E123
E111 E112
E120
E132
E131
E129
E134
E133
D09 23 A03
WALLS U.O.N.
TYP OF ALL
D04 20 A04
D04 20 A04
D04 20 A04
D04 20 A04
E03 30 C06
D06 20 A01
D09 68 A00
D03 30 A07
D03 30 A07
D04 20 A04
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 68 A00
D09 51 A01
D03 30 A03
D03 30 A03
TYP
SEE CIVIL TYP
SIDEWALK,
2 3
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B of Engineers
US Army Corps
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A N
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C S v -A
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P R
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T E
D B
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M F
L A
S T S
A V
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Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
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M A
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D E
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N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
0 4'-0" 8'-0" 16'-0" 1/8"=1'-0"
A1
PARTIAL SECOND FLOOR DEMOLITION PLAN - WEST
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
A
T C
H L
IN
E
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 2.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD102REFER TO SHEET 1.
R P
M D
AD106
8 89
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
S
H O
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
M O
L
IT
IO
N P
L A
N W
E S
T
S E
C O
N D F
L O
O R
D E
M O
L
IT
IO
N P
L A
N
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13
A
E
1 23
D08 10 B01 D08 10 B01 D08 10 B01 D08 10 B01 D08 10 B01
D03 30 A06 D08 10 B01
E03 30 A03
E03 30 E02
D09 21 A01D09 21 A01D09 21 A01
D09 21 A01
D09 21 A01
D04 20 A01 D08 10 B01
E03 30 E02
D08 10 A01
TYP.
D03 30 A06
E201 E202 E203 E204 E205 E206 E207 E208 E209 E210 E211 E212
E246
E248
E251E252E253E254E256 E259
E258
E257
E263E264
E262 E265
E267
E266
E255
E268
E247
E245
E261
E260
E249
TYP.
D09 00 A01
D09 24 A03
D09 24 A01
D09 24 A01
D09 24 A01
WALLS U.O.N.
TYP OF ALL
E269
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 24 A01
D09 65 A19
D09 51 A01
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 50 A01
D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19
D09 50 A01
D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19 D09 65 A19
D09 51 A01
D09 65 A19
D09 65 A19
D09 50 A01 D09 50 A01 D09 50 A01 D09 50 A01 D09 50 A01 D09 50 A01 D09 50 A01
D09 50 A01
D09 50 A01D09 50 A01D09 50 A01D09 50 A01
D03 30 A05
D03 30 A05 D03 30 A05
D03 30 A04
D09 00 A01
E250
D09 00 A01
D03 30 A04 D03 30 A04
TYP.
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:0
:1
P
M D
A T
E T
IM
E
M O
D E
L N
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A N
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A D
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P L
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A B
L E
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G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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D .p lt c fg
P R
IN
T E
D B
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M F
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S T S
A V
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Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
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IP
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N A
P P
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M A
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D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1/8"=1'-0" A1
PARTIAL SECOND FLOOR DEMOLITION PLAN - EAST
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
A
T C
H L
IN
E
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 2.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD102REFER TO SHEET 1.
R P
M D
AD107
9 89
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
S
H O
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
M O
L
IT
IO
N P
L A
N E
A S
T
S E
C O
N D F
L O
O R
D E
M O
L
IT
IO
N P
L A
N
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
D08 10 B01 D08 10 B01 D08 10 B01 D08 10 B01
D08 10 B01 D08 10 B01D08 10 B01
E03 30 A03
E03 30 E02 E03 30 E02 E03 30 E02
D08 10 A01
D09 21 A01D09 21 A01
TYP.
D09 21 A01
D09 21 A01
D03 30 A03 D03 30 A03 D03 30 A03 D03 30 A03
E213 E214 E215 E216 E217
E218
E219 E220
E221
E222
E223
E224
E226
E227
E228E230
E231
E229
E234
E233
E236
E237
E238
E239
E241E242
E243
E244
E240
E232
E235
E225
WALLS U.O.N.
TYP OF ALL
D09 21 A01
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19
D09 51 A01
D09 65 A19 D09 51 A01
D09 65 A19
D03 30 A05 D03 30 A05
D03 30 A04
D09 00 A01
D09 00 A01
D09 24 A01
D09 00 A01
D09 24 A03
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:0
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
A N
S I-
D c p w -w o rk \p o h -1 \j e c m f9 \d
\1 s b -B
A D
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F
IL
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P L
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D R
IV
E R
P E
N T
A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
\P
D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
T E
D B
Y J E
C
M F
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
GENERAL SHEET NOTES
0 4'-0" 8'-0" 16'-0" 1/8"=1'-0"
A1
PARTIAL THIRD FLOOR DEMOLITION PLAN - WEST
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
A
T C
H L
IN
E
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 2.
DEMOLITION NOTES.
FOR GENERAL SHEET NOTES AND MASS AD102REFER TO SHEET 1.
10 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
R P
M D
M
IF
M A
M
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
AD108
D E
M O
L
IT
IO
N P
L A
N W
E S
T
P A
R T
IA
L T
H
IR
D F
L O
O R
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13
A
E
1 23
D08 10 B01 D08 10 B01 D08 10 B01 D08 10 B01
D08 10 B01 D08 10 B01 D08 10 B02
E03 30 E02
E03 30 A03
E03 30 D01 D04 20 A01
D03 30 A02
D09 64 A01
D06 20 A01
D04 20 A01
D09 24 A01
D03 30 A04
E03 30 C04
D09 24 A02
D09 24 A01
D08 10 A01
TYP.
E335
E301 E302 E304 E305
E336
E332 E331
E330
E329 E327
E325
E328
E326
E303
E333
E334
D09 21 A01
D09 00 A01
WALLS U.O.N.
TYP OF ALL
D09 24 A03
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19 D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
D09 50 A01
D09 65 A19
E307
E09 00 A01
D03 30 A06 D03 30 A06
D03 30 A05D03 30 A05
D09 00 A01
D09 24 A01
E306
D03 30 A04
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:0
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
A N
S I-
D c p w -w o rk \p o h -1 \j e c m f9 \d
\1 s b -B
A D
.d g n
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
T E
D B
Y J E
C
M F
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
0 4'-0" 8'-0" 16'-0" 1/8"=1'-0"
A1
PARTIAL THIRD FLOOR DEMOLITION PLAN - EAST
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
363'-4" TO GRID 1
U P
A
T C
H L
IN
E
GENERAL SHEET NOTES
FOR SHEET KEYNOTES.A-003REFER TO SHEET 2.
DEMOLITION NOTES.
11 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
R P
M D
M
IF
M A
M
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
AD109
D E
M O
L
IT
IO
N P
L A
N E
A S
T
P A
R T
IA
L T
H
IR
D F
L O
O R
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
D04 20 A01 D04 20 A01
D06 20 A01
D09 64 A01
D04 20 A01
D06 43 A02
E03 30 A01
E03 30 A01
D08 10 B01 D08 10 B01 D08 10 B01
D08 10 B01 D08 10 B01E03 30 E02
E03 30 E02
E03 30 E02
D08 10 B02
D04 20 A01
D08 30 A10
TYP.
E308
E310 E311 E312
E324
E320 E319 E318
E…
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