W9128A-20-R-0016 Am-0004 Drawings.pdf
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- Attached to
- Repair Building 502, Fort Shafter, Oahu, Hawaii
- Solicitation number
- W9128A-20-R-0016
About this file
This is a solicitation notice for repair work on Building 502 located at Fort Shafter, Hawaii. The U.S. Army Corps of Engineers, Honolulu District is seeking proposals for repairs including removing two units per floor to provide utility spaces, adding common laundries on barracks floors, renovating existing units to meet standards, replacing interior finishes, and removing two units per floor from the 6th to 8th floors to provide dayroom spaces. The performance period is 840 calendar days with a project magnitude between $25-50 million. The procurement will be evaluated on experience, past performance, technical approach, and price using LPTA procedures. Proposals are due by August 13, 2020 and the contract will be awarded as a firm-fixed-price design-build contract. The NAICS code is 236220 and the small business size standard is $39.5 million in average annual revenue.
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D E
2.1
(N) HSS4x0.25, TYP
(N) THK'D SLAB, TYP
(E ) 1
2"x
COL
E6 S-502
1' - 6"
TYP
2' - 0"
MICROPILE SEE A1
S-504
D2
S-507
TYP
FOR MICROPILE GROUP
SEE SHT S-101
(E) 8" THK CONC
WALL, TYP
M
IN
, T
YP
2'
0"
(E) 8" (W)
CONC BM, TYP
(N) 5" THK SOG
WITH #4 AT 16" EW,
TYPSEE
A1 S-505
E14
S-502
(N) 8" THK CONC WALL
TY
P
3'
4"
TYP
3' - 9"
(N) WNDW PER ARCH.
OPNG IN CMU WALL
PER
E9
(N) 8" THK FULLY
GROUTED CMU WALL
WITH #5 AT 16" EW
(N) THKD SLAB EDGE
TYP
3'-0" MAX
L10 S-505
SOG CORNER
REINF PER
A1 S-502
TYP
CONTROL JOINT
PER , TYP
A13
S-503
J11 S-502
S-509
CONTROL JOINT
PER
J11 S-502
TYP
(N) LOUVER OPENING
PER TYP
A17
S-502
TYP
J1 S-502
B
2.1
A
1' - 6"
TYP
2' - 0"
A1 S-505
E14
S-502
(N) 8" THK CONC WALL
MICROPILE SEE A1
S-504
TYP
FOR MICROPILE GROUP
SEE SHT S-101
EDGE OF (E) FTG, TYP
M
IN
, T
YP
2'
0"
L10 S-510
SIM
E6 S-502
(E ) 1
2"x
COL
(E ) 1
2"x
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(N) 5" THK SOG
WITH #4 AT 16" EW,
J1 S-502
TYPSEE
CONT FTG, TYP
(E) 2' - 2" (W) x 1'-2" (D)
(E) 8" (W)
CONC BM, TYP
TY
P
3'
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TYP
3' - 9"
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(N) WNDW PER ARCH.
OPNG IN CMU WALL
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PER , TYP
(N) 8" THK FULLY
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CONTROL JOINT
PER
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REINF PER
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WITH #4 AT 16"
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BROOM FINISH,
TYP
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A13
S-503
E9 J11
S-502
D2 S-507
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(N) LOUVER OPENING
PER TYP
S-509 E9
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
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RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
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SCALE: 1/4" = 1'-0"F13
ENLARGED FOUNDATION/FIRST FLOOR PLAN -
TYPICAL UNIT AB
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. CONCRETE REPAIR NOT SHOWN FOR CLARITY. SEE SHEETS S-101 TO S-109
FOR INFORMATION.
6. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL UTILITIES ENTERING THE BUILDING. TYPICAL TUNNELING
UNDER FOOTINGS PER A11 / S-502.
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
L10 S-505
SCALE: 1/4" = 1'-0"F1 ENLARGED FOUNDATION/FIRST FLOOR PLAN
AM
E N D
M
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T
/2
1/
/2
5/
AT EXISTING WALL
COLUMN BAR SPLICE TABLE
K2
S-503
N A
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M
IN
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K A
W A E
N G
IN
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B
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H O
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A M
A
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A
N O
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T
IE
R R
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R
PLAN - NEW TYPICAL GRADE BEAM
C2
SECTION - NEW CONCRETE GRADE BEAM
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
GRAPHICS SCALE
3/4" = 1'-0"
0 6" 1' 2' 4'
E8
TYPICAL FOOTING, BEAM AND
G R
A D
E B
E A
M D
E T
A
IL
S
A13
SCALE: 3/4" = 1'-0"
SECTION
/2
/2
A M
E N
D M
E N
T
SIZE AND SPACING
TYP WALL REINF
DOWELS TO MATCH
EPOXY EMBED
GRADE BM
TYP CONC
STEM WALL
12" CONC
CLR, TYP
3" MIN
3'-6"
E Q
E Q
E Q
(3) #4 EA FACE
PLAN
SOG PER
AT 12"
#4 STRIRUP
S-504
A1
PER
MICROPILE
2'-0" MIN
TYP
1" CLR,
ARCH DWGS
SLOPE PER
CONT EA LAYER
(2) LAYERS, (4) #8
CONT EA LAYER
(2) LAYERS, (4) #8
W/ 90 DEG HOOK AT (E) WALL
(4) #8 CTR BARS, TERMINATE
EA FACE
(2) #6 CONT
EQ
EQ
FLOOR
FIRST
FLOOR
SECOND
E M
B E
D
M
IN
L A
P
SOG PER PLAN
1" EPOXY
GL
(E) CONC WALL
90 DEG HOOK AT
LONG REINF, STD
GRADE BEAM
WALL ABOVE
12" THK CONC
STIRRUPS, TYP
GRADE BEAM
WALL ABOVE
12" THK CONC
BEAM CONC POUR, TYP
GROUT PRIOR TO GRADE
(E) CONC WALL. FILL W/
3" DIA CORE THROUGH
FIRST FLOOR
(E) 8" THK CONC WALL
SL
SOG PER PLAN
AROUND (E) WALL
TYP CONC GRADE BEAM
(E) CONC WALL FTG
S-503
C2
SURFACE
ROUGHENED
CLEAN AND
WALL, TYP
THROUGH (E) CONC
3" DIA MAX CORE
TYP
2" CLR,
T Y
P
T
Y P
C L
R
2" CLR,
T&B
SPACING, TYP
MATCH STIRRUP
EMBEDDED BAR,
#4 EPOXY
EMBED, TYP
5" EPOXY
AT 12", TYP
#4 STIRRUP
3" MIN,
3'-6"
T Y
P
M
IN
A
WALL
(E) 8" CONC
EMBED
5" EPOXY
SEE "TYPICAL"
FOR BALANCE OF INFO,
NOTE:
TYPICALAT END AT END
G
SEE "TYPICAL"
FOR BALANCE OF INFO,
NOTE:
WALL
(E) 8" CONC
EMBED
5" EPOXY
#6
#7
#4
#5
#10
#11
#8
#9
#3
3000 PSI 4000 PSI
GRADE 60
BAR
SIZE 5000 PSI 6000 PSI
BEAM & COLUMN SPLICE LENGTHS (INCHES)
f'c =
E8 / S-503, TYP
REINF LAP AS REQ'D PER
GRADE BEAM CONT LONG
PER ARCH DWGS
SOG PER PLAN, SLOPE
CONT EA LAYER
(2) LAYERS, (4) #8
CONT EA LAYER
(2) LAYERS, (4) #8
EA FACE
(2) #6 CONT
US Army Corps of Engineers ®
SHEET ID
U S A
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P S O
F E
N G
IN
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D R
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X -X -X
X X
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W -X
X -X -X
X X
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A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
N C
O M
P L E
T E S
U B
M
IT
T A
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/2
5/
H16
NOT TO SCALE
DETAIL - MICROPILE LOCATION TOLERANCES
S-504
N A
G A
M
IN
E O
K A
W A E
N G
IN
E E
R S I
N C
B
IS
H O
P S
T S
T E
H O
N O
L U
L U
H I
M T
O Y
A M
A
S E
S T
E P
A
N O
E I
G
G U
T
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R R
E Z J
R
A1
NOT TO SCALE
DETAIL - TYPICAL MICROPILE ELEVATION
M
IC
R O
P
IL
E D
E T
A
IL
S
/2
/2
A M
E N
D M
E N
T
VERIFY ELEV)
ROCK (FIELD
TOP OF BASALT
ZONE = 52.00)
OF UNBONDED
BONDED ZONE (BOT
ESTIMATED TOP OF
FFE = (70.00)
NOTE:
A T
O C M
A X A
N D A
T T
O P
P R
O V
ID
E C
E N
T E
R
IN
G D
E V
IC
S
ELEV PER PLAN
TOP OF GRADE BEAM
ELEV
BOT OF GRADE BEAM
S H
O W
N N
O T T
O S
C A
L E
G R
A D
E B
E A
M D
E P
T H
P E
R M
A N
E N
T S
T E
E L C
A S
IN
G
(CENTRAL REINFORCING)
1-3/8" DIA THREADBAR
BOT 1'-0" OF CENTRAL REINF
PROVIDE CENTERING DEVICE WITHIN
1'-0"
C L
R
M
IN
AA
B B
(B O
N D
E D Z
O N
E
U N
C A
S E
D L
E N
G T
H
M
IN
DEVICE AT TOP
CENTERING
PROVIDE
C A
S E
D L
E N
G T
H
U N -B
O N
D E
D Z
O N
E
TYP
NUTS EA SIDE,
(A36) W/ DBL HEX
THKx6-1/2"x6-1/2"
STL BRG PL 1-1/4"
TYP
(A36) W/ HEX NUT,
THKx6-1/2"x6-1/2"
STL BRG PL 1-1/4"
(WALL THICKNESS = 0.5")
PERMANENT STEEL CASING
(F
IE
L D V
E R
IF
Y L
E N
G T
H
P
IL
E L
E N
G T
H V
A R
IE
S
ZONE = 48.00)
(BOT OF BONDED
ELEVATION
ESTIMATED TIP
6" MIN, 8" MAX
EMBEDMENT
CASING
CENTRAL REINF
TOP OF
SECTION A-A
GROUT
GROUT
SECTION B-B
OF STEEL CASING
5-1/2" MIN OUTSIDE DIA
DIA
5-1/2" MIN
DRILLED HOLE
DRILLED HOLE
UNCASED
FACE OF
TYP
THREADBAR,
1-3/8" DIA
LOSS OF STRENGTH OR SERVICEABILITY OF THE STRUCTURE.
AND REPAIR OPENING. LIMITED OPENINGS SHALL RESULT IN NO
SHALL HIRE AND PAY FOR STRUCTURAL ENGINEER TO DESIGN
REQUIRED FOR MICROPILE INSTALLATION. CONTRACTOR
IF LIMITED OPENINGS IN SUSPENDED SLAB ABOVE ARE 19.
SEE SPECIFICATIONS.
PRECONSTRUCTION SUBMITTALS:18.
SURVEY MONITORING PLAN.
AND SECTION 31 00 00 "EARTHWORK" FOR PRE CONSTRUCTION
SEE SPECIFICATIONS SECTION 31 63 33 "DRILLED MICROPILES" 17.
ELEVATION AS INDICATED BY "BOTTOM OF BONDED ZONE".
FOR BIDDING PURPOSES, SEE MINIMUM MICROPILE TIP 16.
FOR BORING LOGS, SEE CIVIL SHEETS.15.
REQUIREMENTS.
SEE SPECIFICATIONS FOR LOAD TESTING AND PROOF TESTING 14.
TOLERANCES.
TOLERANCES DURING CONSTRUCTION. SEE SPECS FOR OTHER
SEE H16 / S-504 AND SPECIFICATIONS FOR MICROPILE LOCATION 13.
BASIS.
CONTRACTOR'S GEOTECHNICAL ENGINEER ON A FULL-TIME
MICROPILE CONSTRUCTION SHALL BE INSPECTED BY THE 12.
CUTTINGS PRIOR TO PLACEMENT OF REINFORCING AND GROUT.
MICROPILE EXCAVATIONS SHALL BE CLEAN OF ALL DIRT AND 11.
OR SEEPAGE, AS NEEDED.
EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER
CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF 10.
WATER-CEMENT RATIO OF 0.40 OR LESS.
CEMENT GROUT SHALL BE f'c = 4,000 PSI AT 7 DAYS WITH 9.
SHALL ALLOW GROUT TO FLOW FREELY.
STEEL. INSTALL CENTRALIZERS AS SPECIFIED. CENTRALIZER
FROM PLASTIC OR MATERIAL NOT HARMFUL TO REINFORCING
PROVIDE CENTERING DEVICES (CENTRALIZERS) FABRICATED 8.
CONTRACTING OFFICER'S REVIEW.
COMPRESSION. SUBMIT COUPLER PRODUCT DATA FOR
DEVELOPING 125% OF BAR ULTIMATE STRENGTH IN TENSION OR
SPLICED AS SPECIFIED WITH COUPLER CAPABLE OF
WHERE NECESSARY, CENTRAL REINFORCING STEEL SHALL BE 7.
BONDED EPOXY COATED CONFORMING TO ASTM A934.
CONFORMING TO ASTM A615, GRADE 75, AND SHALL BE FUSION
CENTRAL REINFORCING STEEL SHALL BE THREADBAR 6.
CONFORMING TO ASTM A 123.
PERMANENT STEEL CASING SHALL BE HOT DIP ZINC COATED 5.
GRADE 3.
FLUSH JOINTED THREADS, AND CONFORM TO ASTM A 252,
AND WALL THICKNESS AS SHOWN ON DRAWINGS, MACHINED
PERMANENT STEEL CASING SHALL HAVE OUTSIDE DIAMETER 4.
REINFORCEMENT FOR THE ENTIRE PILE LENGTH.
ZONE) AND A BONDED ZONE WITH INNER STEEL
PRE-THREADED FLUSH JOINTED STEEL CASING (UN-BONDED
THE MICROPILE SHALL CONSIST OF PERMANENT 3.
SPECIFICATIONS.
MICROPILES IN ACCORDANCE WITH THE DRAWINGS AND
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING 2.
GEOTECHNICAL ENGINEERS, INC., DATED JUNE 15, 2020.
GEOTECHNICAL RECOMMENDATIONS REPORT BY PACIFIC
MICROPILE AND FOUNDATION DESIGN BASED ON FINAL 1.
MICROPILE NOTES:
TOP OF MICROPILE
PLAN LOCATION AT
ELEVATION LOCATION
CENTRAL REINF
TOP OF MICROPILE
CONTRACTING OFFICER.
SHALL BE DETERMINED BY
LOCATION OF MICROPILE(S)
GOVERNMENT. AMOUNT AND
NO ADDITIONAL COST TO THE
ADDITIONAL MICROPILE(S) AT
SUPPLEMENTED WITH
SHOWN SHALL BE
EXCEED MAXIMUM OFFSET
MICROPILES INSTALLED THAT
PLAN NOTE:
LOCATION
MICROPILE
ACTUAL
SEE PLAN NOTE
ALLOWED. OTHERWISE,
2" MAX OFFSET
LOCATION PER PLAN
MICROPILE DESIGN
REINF PER
TOP OF CENTRAL
S-504
A1
ELEVATION
ACTUAL ELEVATION NOTE
"X", SEE
PERMANENT STL CASING
ELEVATION NOTE
1'-7" MIN, SEE
BM 4"+"X"
DEEPEN GRADE
AS SHOWN.
DEEPEN GRADE BEAM
GREATER THAN 3",
ALLOWED. IF "X" IS
"X" 3" OR LESS IS
ELEVATION NOTE:
TOP OF GRADE BM
BOT OF GRADE BM
US Army Corps of Engineers ®
SHEET ID
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
N B
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D E
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N N
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3 5 7 9 11 13 15 17 19
L
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C
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D A
T E
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D E
S C
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IP
T
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N
2 4 6 8 10 12 14 16 18 20
P
M
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H
F
D
B
BLDG502
W -X
X -X -X
X X
X
W -X
X -X -X
X X
X
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IT
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W A
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J U
N E
F Y R
E P
A
IR
B
U
IL
D
IN
G
W
A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
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O M
P L E
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U B
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T A
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SURFACE PREPARATION OF SPALLED CONCRETE AND CORRODED BARS
NOT TO SCALE NOT TO SCALE
REPAIR DETAIL - CRACK REPAIR
T Y
P
IC
A L C
O N
C R
E T
E R
E P
A
IR
D
E T
A
IL
S
A1 A13
N A
G A
M
IN
E O
K A
W A E
N G
IN
E E
R S I
N C
B
IS
H O
P S
T S
T E
H O
N O
L U
L U
H I
M T
O Y
A M
A
S E
S T
E P
A
N O
E I
G
G U
T
IE
R R
E Z J
R
S-510
NOT TO SCALE
K12
NOT TO SCALE
L17
SECTION - KEY AT EDGE
DETAIL - CONCRETE TOPPING
/2
/2
A M
E N
D M
E N
T
US Army Corps of Engineers ®
SHEET ID
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
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M A
R K
D E
S C
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2 4 6 8 10 12 14 16 18 20
P
M
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D
B
BLDG502
W -X
X -X -X
X X
X
W -X
X -X -X
X X
X
O P
T
IO
N F
IE
L D
O P
T
IO
N T
IT
L E
O P
T
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N T
IT
L E
O P
T
IO
N F
IE
L D
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
H O
N O
L U
L U D
IS
T R
IC
T
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
J U
N E
F Y R
E P
A
IR
B
U
IL
D
IN
G
W
A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
N C
O M
P L E
T E S
U B
M
IT
T A
L
CONCRETE REPAIR NOTES
1.
2.
3.
4. EXPOSING AND UNDER CUTTING OF REINFORCING STEEL:
EDGE AND SURFACE CONDITIONING OF CONCRETE:
BOUNDARY OF SPALL OR
DELAMINATED CONCRETE
RECOMMENDED LAYOUT
5.
REPAIRED SURFACES SHALL MATCH EXISTING CONDITIONS.6.
7.
I
H
G
F
E
D
C
B
A
DO NOT FEATHER EDGE REPAIRS.8.
9.
REMOVE EXCESS CEMENT AND PARTICULATE SLURRY BEFORE CURING.10.
REPAIRS ARE THE SAME.
SPALLS AND DELAMINATIONS ARE INDICATED AS "SPALLS" SINCE THE
OTHERWISE INDICATED.
MANUAL", 4TH EDITION, INTERNATIONAL CONCRETE REPAIR INSTITUTE UNLESS
CONCRETE REPAIR SHALL BE IN CONFORMANCE WITH THE "CONCRETE REPAIR
AREA. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
(MIGRATING CORROSION INHIBITOR). THE COATED AREA SHALL EXTEND 12" BEYOND THE REPAIRED
AFTER REPAIRS ARE COMPLETED, COAT REPAIRED AREAS WITH CONCRETE ANTI-CORROSIVE COATING
REINFORCING STEEL. USING HAND TOOLS (EG: WIRE BRUSH)
REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED
REPAIR MATERIAL, WHICHEVER IS GREATER.
SURROUNDING CONCRETE OR 1/4" LARGER THAN THE LARGEST AGGREGATE IN
PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REBARS AND
SURROUNDING CONCRETE, AND TO SECURE THE REPAIR STRUCTURALLY.
UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO
EXPOSED CORRODED BARS. UNDERCUTTING SHALL PROVIDE CLEARANCE FOR
ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL
BONDED TO SURROUNDING CONCRETE.
THE BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL
CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG
UNDERCUTTING OF THE BAR SHALL BE REQUIRED.
SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN,
PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO
IF NON-CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING
OTHER SECURED BARS OR BY OTHER APPROVED METHODS.
ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO
RETESTED UNTIL A SATISFACTORY BOND IS ACHIEVED, AT NO ADDITIONAL COST.
UNSATISFACTORY BOND AND SHALL BE REJECTED. ALL REJECTED REPAIRS SHALL BE REDONE AND
MATERIAL AND THE EXISTING CONCRETE. A HOLLOW SOUND WHEN TAPPED WITH A HAMMER INDICATES
TEST ALL REPAIRS AFTER THE REPAIR MATERIAL HAS CURED TO VERIFY THE BOND BETWEEN THE REPAIR
STEEL.
WITH A SAWCUT 3/4" OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING
AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE
WITH SQUARED CORNERS.
REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY
ADDITIONAL DELAMINATION ARE NOT PRESENT.
THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT
NOT ALLOWED. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE
OFFICER APPROVED METHODS. BLASTING USING ABRASIVE MEDIA OR WATER IS
AGGREGATES) USING HAND TOOLS (EG: WIRE BRUSH) OR OTHER CONTRACTING
INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED
AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND
CORNERS AND EDGES.
BONDING COMPOUND COAT SHALL BE THOROUGHLY WORKED INTO CONCRETE,
REINFORCING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
APPLY CONCRETE BONDING COMPOUND TO CONCRETE SUBSTRATE AND
S-511
. ANDCLEANING AND REPAIR OF REINFORCING STEEL SEE
D
E G
S-511
E9E2
A C
B
E
D
D
F
H
J
G
41 2
CONCRETE CRACK REPAIR BY PRESSURE INJECTION
1 4
SURFACE
CONC
EXTERIOR
SURFACE SEAL.
AFTER THE EPOXY HAS CURED, REMOVE THE INJECTION PORTS AND 4.
WITH THE EPOXY INJECTION.
FROM THE PORT, MOVE TO THE NEXT ADJACENT PORT AND CONTINUE
INJECTION PORT AT ONE END OF THE CRACK. WHEN EPOXY EMERGES
PRESSURE INJECT EPOXY INTO CRACK BY BEGINNING WITH THE 3.
MANUFACTURER'S RECOMMENDATIONS.
FOR CURING OF THE CRACK SEALER IN ACCORDANCE WITH THE
INSTALL THE PRESSURE INJECTION PORTS ALONG THE CRACK. ALLOW
SIDES, FOR CRACKS THAT EXTEND THROUGH THE MEMBER) AND
EFFLORESCENCE, BY MECHANICAL MEANS. SEAL THE CRACK (BOTH
INHIBITING AND OTHER DELETERIOUS MATERIALS, INCLUDING
SURFACE, AS APPLICABLE) ALONG THE CRACK OF ALL LOOSE, BOND
CLEAN THE EXISTING CONCRETE SURFACE (BOTH SIDES OF CRACK 2.
; OTHERWISE, PROCEED TO STEP 2 BELOW.
ANDDELAMINATED CONCRETE AND REPAIR AS A SPALL, SEE
THE CONCRETE SOUNDS "HOLLOW", CHIP OFF THE SURFACE AND ANY
LIGHTLY TAP THE EXISTING CONCRETE ADJACENT TO THE CRACK. IF 1.
(VARIES IN DEPTH)
EXISTING CRACK
K2
K15
S-511
S-511
RECOMMENDATIONS
PER MANUF
MIN LIFT THICKNESS RAILING CONC BM
(E) CORRIDOR
RAILING PER ARCH
CONCRETE TOPPING NOTES:
PERFORMANCE CRITERIA.
MORTAR NOTES" NOTE 3 FOR REPAIR MORTAR MINIMUM
SEE DETAIL L15 / S-501 "INFILL CONCRETE REPAIR 3.
ETC.
SURFACE PREPARATION, MIXING APPLICATION, FINISHING,
FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR 2.
MATERIAL.
STRENGTH GAINING, CEMENTITOUS, PATCHING
HARDENING REPAIR MORTAR, 1-COMPONENT, EARLY
CONCRETE TOPPING MATERIAL SHALL BE A RAPID 1.
PER ARCH
(N) CONC TOPPING
CONC TOPPING
PRECAST PLANK AND
(E) CORRIDOR WALKWAY
(E) CONC TOPPING
3/4" x 6" CONT KEY IN
/2
5/
UP
C D E F G H
2.1
N
P
Q
R
A B
150' - 11 1/2"
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"
D19
D2
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
D6
D6
D5
D2
D3
D1
D3
TYP.
D5
D20TYP. D21 TYP.
D22 TYP.
D25TYP.
D2TYP.
D4 D25
D35
D2
D21
D28 TYP.
D21
D29
TYP.
TYP.
J
K
L
M
8' - 0"
9' - 0"
5' - 6"
2' - 6" 22' - 6"
25' - 0"
25' - 0"
97' - 6"
8'
6"
4'
3'
0"
" 35
D3
D34
D35
D1
D22
D1 D36 D36
D4
INDICATES DEMOLITION OF EXISTING ELEMENTS.
INDICATES EXISTING TO REMAIN.
KEYNOTES.A
INDICATES AREA OF DEMOLITION OF EXISTING
ELEMENTS.
SPECIFIC ITEM.
GENERAL AREA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
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N E
D B
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S U
B M
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B Y
S
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C H
E C
K E
D B
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A N
S I D
IS
S
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D A
T E
C O
N T
R A
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N O
S O
L
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A
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IO
N N
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3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D A
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M A
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D E
S C
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IP
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2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
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B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
AD101
BLDG502
F
IR
S T
F L O
O R
D E
M O
L
IT
IO
N
P L A
N B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
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N T
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L E
D E
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N C
O M
P L E
T E
S U
B M
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T
A L
O P
T
IO
N F
IE
L D
DEMOLITION KEY NOTES
SCALE: 3/32" = 1'-0"D1
FIRST FLOOR DEMOLITION PLAN
PLAN NORTH
0 8'4' 16'
3/32"=1'-0SCALE:
D29 DEMO/REMOVE EXISTING WOOD STRUCTURE. PATCH AND REPAIR SURFACE TO
RECEIVE PROPOSED FINISH.
D34 DEMO/REMOVE EXISTING SCUPPER AND CONDUCTOR HEAD.
D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.
D36 REMOVE EXISTING WINDOW AND FRAME, SALVAGE & REINSTALL.
D1 DEMO/REMOVE EXISTING WINDOWS OR LOUVER AND FRAMES.
D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND
SIDELIGHTS/ TRANSOM.
D3 DEMO/REMOVE EXISTING WALL PARTITIONS, TO INCLUDE BUT NOT LIMITED TO
FREE STANDING STUD PARTITIONS, FURRED OUT PARTITIONS, AND CONCRETE
WALLS.
D4 DEMO/REMOVE EXISTING PORTIONS OF EXTERIOR WALL. SEE STRUCTURAL
DRAWINNGS FOR ADDITIONAL INFORMATION.
D5 DEMO/REMOVE EXISTING CASEWORK/ COUNTERTOP.
D6 DEMO/REMOVE EXISTING PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR
MORE INFORMATION.
D19 DEMO/REMOVE EXISTING WATER COOLER. SEE PLUMBING AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
D20 DEMO/REMOVE EXISTING WINDOW FILM ON WINDOW. PREPARE TO RECEIVE
PROPOSED.
D21 DEMO/REMOVE EXISTING FLOORING INCLUDING BUT NOT LIMITED TO PREPARE
SUBSTRATE TO RECEIVE PROPOSED FLOORING.
D22 DEMO/REMOVE EXISTING METAL BIRD SCREEN.
D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR
ADDTIONAL INFORMATION.
D28 DEMO/REMOVE EXISTING CONCRETE PAD.PREPARE SUBSTRATE TO RECEIVE
PROPOSED FLOORING.
DEMOLITION GENERAL NOTES
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED
4. COORDINATE WITH PROPOSED PLAN
5. PREPARE ALL SURFACES TO RECEIVE PROPOSED
6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE
NOTED.
7. PRIOR TO COMMENCING WORK, CAREFULLY REMOVE EXISTING WALL-MOUNTED
"KAWAMURA HALL" PLAQUE AND PHOTO OF CORPORAL TERRY TERUO KAWAMURA
LOCATED AT FIRST FLOOR ACROSS FROM EXISTING WATER COOLER. PROTECT AND
CAREFULLY HAND-DELIVER PLAQUE AND PHOTO TO MS. MAYDEAN MARTIN (PH.
808-835-4102) AT BUILDING 230, ROOM 104 FORT SHAFTER.
8. SEE STRUCTURAL DRAWINGS FOR COMPLETE AREAS OF DEMOLITION.
9. COORDINATE WITH CONTRACTING OFFICER THE REMOVAL AND DISPOSAL OF EXISTING
WAVES 7- MASS NOTIFICATION SYSTEM AND HORN LOCATED ADJACENT TO THE
ELEVATORS AND EXISTING DAYROOMS. PATCH, REPAIR AND SEAL ALL WALLS/
PENETRATIONS AFFECTED AS REQUIRED.
LEGEND
A
M E
N D
M E
N T
/2 /2
/2
5/
W W
D
D
D
C D E F G H
2.1
N
P
Q
R
A-302 G1
A-305 G1
A-301 G1
A-304 G1
A-306 G14
A -3
G
A-306 G1
A-303 G1
A
A-405
D1
A-401
D1
A-401
D11
A-402
D1ENLARGED PLAN
MECHANICAL &
LAUNDRY AREA
ENLARGED PLAN
STAIR #2
ENLARGED PLAN
CORE AREA
ENLARGED PLAN
CORE AREA
ENLARGED PLAN
UNIT TYPE A&B
UNIT A
103A
UNIT B
103B
ENLARGED PLAN
STAIR #1
A-405
D9
B1
A-310
B13
A-310
B13
A-311
B
EXT. CORRIDOR
EXT. CORRIDOR
B1
A-311
B1
A-312
B1
A-313
ELEV LOBBY
J
K
L
M
150' - 11 1/2"
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 8' - 0"
9' - 0"
5' - 6"
2' - 6" 22' - 6"
25' - 0"
25' - 0"
11 1/2"
97' - 6"
B1
A-314
8'
6"
4'
3'
0"
" 35
OPEN OPEN OPEN OPEN
O P
EN
O P
EN
O P
EN
UNIT A
102A
UNIT B
102B
UNIT A
101A
UNIT B
101B
UNIT A
104A
UNIT B
104B
UNIT A
105A
UNIT B
105B
UNIT A
106A
UNIT B
106B
UNIT B
107B
UNIT A
107A
UNIT B
108B
UNIT A
108A
OPEN
A-403
D1
G54
G54
74' - 8"
4' - 11 1/4"
INDICATES PROPOSED WORK.
INDICATES EXISTING TO REMAIN.
KEYNOTES.A
SPECIFIC ITEM.
GENERAL AREA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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T
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B Y
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C H
E C
K E
D B
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A N
S I D
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D A
T E
C O
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C T
N O
S O
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IO
N N
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3 5 7 9 11 13 15 17 19
L
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E
C
A
D A
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M A
R K
D E
S C
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2 4 6 8 10 12 14 16 18 20
P
M
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H
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D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
A-101
BLDG502
F
IR
S T
F L O
O R
P L A
N B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
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N T
IT
L E
D E
S
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N C
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P L E
T E
S U
B M
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T
A L
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N F
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L D
SCALE: 3/32" = 1'-0"D1
FIRST FLOOR PLAN
GENERAL NOTES
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
2. FIELD VERIFY ALL EXISTING CONDITIONS.
3. INSTALL WALL PLAQUE AND PHOTO. COORDINATE WITH GOVERNMENT ON LOCATIONS OF
PLAQUE AND PHOTO.
4. PROVIDE SELF LEVELING COMPOUND AS REQUIRED TO ACHIEVE A LEVEL FLOOR PRIOR TO
INSTALLATION OF FINISHES.
LEGEND
PLAN NORTH
0 8'4' 16'
3/32"=1'-0SCALE:
KEY TO
INTERIOR
ELEV
A
D B
C
GENERAL KEY NOTES
G54 CONCRETE WALKWAY. 2% MAX CROSS SLOPE. SEE CIVIL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
A
M E
N D
M E
N T
/2 /2
/2 5/
W
W
D
D
D
D
D
D
W
W
R
W4
W4
G10
G13
G15 TYP.
TYP.
TYP.
G10
G10 TYP.
G42
MECHANICAL ROOM
RECYCLE
PUMP ROOM
LAUNDRY ROOM
G25 TYP.
W4
/4
/4
11' - 3 1/4"
9' - 9"
/2
10' - 10"
/4
G59
SL
S L
S L
SL
SL
S L
S L
SL
C1
A-321
G18
G19
Q7
Q6
G60TYP.
G61
L2 G43
G40
G54
C O N C R
ETE
P A D
7'
1/
4" T
Y P
4'
3/
4" T
Y P
C O N C R E
TE
PA
D
3' - 6" (V E R
IFY
4' - 0"
C O N C R E
TE
PA
D
3' - 6" (V E R
IFY
4' - 2"
DOOR AS SCHEDULED
LOUVER AS SCHEDULED
WINDOW AS SCHEDULED
EXTERIOR WALL
EXISTING
INTERIOR WALL
1i WALL TYPE AS SCHEDULED
ROOM SIGN.
F
G H
B13
A-310
B1
A-312
B1
A-313
J
K
L
M
B1
A-314
ELECTRICAL
TELECOM
MECHANICAL ROOM
JANITOR
STORAGE
LAUNDRY
W4
W4
W4
W4
W5
W5 W4
W1
W19
TYP.
TYP.
TYP.
TYP.
TYP.
G13
Q7
G40
G42
G1
G13
G11
G13
G10
G25
G25 G25
9' - 8" 7' - 4 1/2" 7' - 3 1/4"
6' - 7 1/2" 7' - 10" 5' - 4"
/4
212211 210
8' - 4 1/4"
/2
W2
W2
EW3 EW3 EW3
6' - 7 1/2"
8' - 5"
W1
6' - 5 3/4"
4' - 4 3/4"
6'
0"
W18
5' - 9" 5' - 10"
G13
G18
G9
B13
A-314
W19
G19
G18
G61
4' - 0"
1' - 0 3/4"
0"
W19
W19
G60
Q6
C.I.P. WALL
19' - 3 3/4"
3' - 2 1/4"
OPENING
2' - 10"O
P E
N
IN
G
/2
G59
OPENING
2' - 2"
8' - 2 1/2"
O P
E N
IN
G
/2
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
A-402
BLDG502
E N
L A
R G
E D
F
IR
S T
F L O
O R
P L A
N
L A
U N
D R
Y
M E
C H
A N
IC
A
L A
R E
A
S E
C O
N D
T O
E
IG
H T
H F
L O
O R
C O
R E
A R
E A
P L A
N S
B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
SCALE: 1/4" = 1'-0"D1
ENLARGED FIRST FLOOR PLAN
LAUNDRY & MECHANICAL AREA
GENERAL NOTES LEGEND GENERAL KEY NOTES
G1 PROVIDE ALUMINUM THRESHOLD OVER EXTERIOR EXPANSION JOINT. SEE J14/A-513 FOR
DETAIL.
G9 WATER COOLER. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
G10 DOOR, FRAME AND HARDWARE AS SCHEDULED.
G11 WINDOW AND FRAME AS SCHEDULED.
G13 WALL AS SCHEDULED. SEE A-501 & A-502 FOR WALL TYPE INFORMATION.
G15 SPLASH BLOCK.SEE C9/A-512 FOR DETAIL.
G18 CASEWORK, TO INLCUDE BASE AND OVERHEAD CABINETS, AND COUNTERTOP AS REQUIRED.
G19 PLUMBING FIXTURE (LAVATORY, WATER CLOSET, SINK, ETC.), SEE MECHANICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
G25 PAINT EXISTING EXTERIOR FACADE, INCLUDES BUT NOT LIMITED TO ALL EXPOSED SURFACES
SUCH AS WALLS, OVERHANGS, PARAPETS, AND FACIA.
G40 FLOORING AS SCHEDULED.
G42 4" CONCRETE PAD FOR WASHER AND DRYER. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
G43 LOUVER. SEE C1/A-512 FOR DETAIL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
G54 CONCRETE WALKWAY. 2% MAX CROSS SLOPE. SEE CIVIL AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
G58 FLOOR CLEANOUT. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
G59 FLOOR DRAIN. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
G60 FLOOR SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
G61 DRYER VENT ACCESS PANEL. SEE DETAIL H1/A-511.
ACCESSORY TYPE
Q6 WASHER (GFCI)
Q7 DRYER (GFCI)
SCALE: 1/4" = 1'-0"D10
ENLARGED SECOND FLOOR PLAN - CORE AREA
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
2. FIELD VERIFY ALL EXISTING CONDITIONS.
3. SEE A-501 & A-502 FOR WALL TYPES.
4. SEE AF-001 FOR MOUNTING HEIGHTS.
5. SEE AF-601 FOR FINISHES.
6. PROVIDE WALL PROTECTION/ CORNER GUARD AT ALL CORNERS. TYPICAL WITHIN INTERIOR
SPACES. SEE A15/A-513 FOR DETAIL.
7. SEE A1 & A8/A-513 FOR WALL PENETRATION DETAILS.
8. PROVIDE SELF LEVELING COMPOUND AS REQUIRED TO ACHIEVE A LEVEL FLOOR PRIOR TO
INSTALLATION OF FINISHES.
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
KEY TO
INTERIOR
ELEV
A
D B
C
A
M E
N D
M E
N T
/2 /2
/2
5/
D
D
D
W
W
DOOR AS SCHEDULED
LOUVER AS SCHEDULED
WINDOW AS SCHEDULED
EXTERIOR WALL
EXISTING
INTERIOR WALL
1i WALL TYPE AS SCHEDULED
ROOM SIGN.
A B
B1
A-312
B1
AJ201
201C
201F
201D
201A 201B
W4
W13
W4
W6
W6
W1
W4
W4
W13
W13 W5
W4
W1
W7OPEN
/4
/4
/2
/4
/4
11' - 10 1/2" 13' - 1 3/4"
5' - 6" 2' - 0 1/2" 4' - 1" 3' - 1 3/4" 5' - 5"
7' - 6 1/2" 12' - 6"
EW2 EW2 EW2 EW2 EW2 EW2 EW2 EW2
G28G52 G25
G13
TYP. TYP.TYP.
G19
G13G25
ENTRY
TYP. AT
END UNITS
AND FIRST
FLOOR
ONLY
G11
UNIT A
201A
UNIT B
201B
KITCHEN
201C
CLO B
201F
CLO A
201D
/2
W18
W17
W4
G5
G62
W1 W1 W13
201E
BATHROOM
201E
W14
3' - 2"
2' - 11"
C.I.P. WALL
± 5' - 3"
FIRST FLOOR ONLY
± 6'-8" C.M.U. WALL
METAL STUD WALL
± 4' - 10 1/4"
C.I.P. WALL
3' - 1 3/4"
O P
E N
IN
G
2' - 6"
OPENING
3' - 6 1/4"
F
G H
B13
A-310
B1
A-312
B1
A-313
J
K
L
M
B1
A-314
ELECTRICAL
TELECOM
MECHANICAL
ROOM
JANITOR
STORAGE
LAUNDRY
W4
W4
W4
W4
W5
W5
W4
W1
W1
9' - 8" 7' - 4 1/2" 7' - 3 1/4"
6' - 7 1/2" 7' - 10" 5' - 4"
/4
G13
G1
G19
G13
G11
G10
G25
G25 G25
TYP.
TYP.
TYP.
TYP.
TYP.
6' - 7 1/2"
/4
W2
W2
EW2 EW2 EW2 EW2 EW2 EW2 EW2 EW2
313311 310312
8' - 4 1/4"
6' - 5 3/4"
4' - 4 3/4"
6'
0"
G9
B13
A-314
Q7
Q6
W19
W19
W19
TYP.
G61
G19
G60
G52
G58
C.I.P. WALL
± 20' - 0"
G59OPENNING
2' - 2"
8' - 2 1/2"
O P
E N
N
IN
G
/2
G42
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
A-403
BLDG502
T Y
P
IC
A L E
N L A
R G
E D
U N
IT
A
B
F L O
O R
P L A
N B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
GENERAL NOTES LEGEND GENERAL KEY NOTES
G1 PROVIDE ALUMINUM THRESHOLD OVER EXTERIOR EXPANSION JOINT. SEE J14/A-513 FOR
DETAIL.
G5 CONCRETE TOPPING ON EXISTING SLAB. SLOPE TO WEEP HOLES - PAINTED FINISH.
G9 WATER COOLER. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
G10 DOOR, FRAME AND HARDWARE AS SCHEDULED.
G11 WINDOW AND FRAME AS SCHEDULED.
G13 WALL AS SCHEDULED. SEE A-501 & A-502 FOR WALL TYPE INFORMATION.
G19 PLUMBING FIXTURE (LAVATORY, WATER CLOSET, SINK, ETC.), SEE MECHANICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
G25 PAINT EXISTING EXTERIOR FACADE, INCLUDES BUT NOT LIMITED TO ALL EXPOSED SURFACES
SUCH AS WALLS, OVERHANGS, PARAPETS, AND FACIA.
G28 PAINT EXISTING CONCRETE STAIRS AND LANDINGS ON ALL SIDES - TO INCLUDE TREADS, RISERS, SIDES AND UNDERSIDE/ CEILING, SEE FINISH SCHEDULE.
G42 4" CONCRETE PAD FOR WASHER AND DRYER. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
G52 CLEAN EXISTING ALUMINUM SUNSHADE.
G60 FLOOR SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
G61 DRYER VENT ACCESS PANEL. SEE DETAIL H1/A-511.
G62 EPOXY COATED LIGHTWEIGHT CONCRETE TOPPING. OVER EXISTING CONCRETE DECK. SLOPE
TO WEEP HOLES.
Q6 WASHER (GFCI)
Q7 DRYER (GFCI)
SCALE: 1/4" = 1'-0"D1
ENLARGED FLOOR PLAN - TYPICAL UNIT A & B
(UNIT 201A & 201B SHOWN FOR REFERENCE) SCALE: 1/4" = 1'-0"D10
THIRD TO EIGHTH FLOOR
THIRD TO EIGHTH SIMILAR) - CORE AREA
ACCESSORY TYPE
Q6 WASHER (GFCI)
Q7 DRYER (GFCI)
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
2. FIELD VERIFY ALL EXISTING CONDITIONS.
3. SEE A-501 & A-502 FOR WALL TYPES.
4. SEE AF-001 FOR MOUNTING HEIGHTS.
5. SEE AF-601 FOR FINISHES.
6. PROVIDE WALL PROTECTION/ CORNER GUARD AT ALL CORNERS. TYPICAL WITHIN INTERIOR
SPACES. SEE A15/A-513 FOR DETAIL.
7. SEE A1 & A8/A-513 FOR WALL PENETRATION DETAILS.
8. PROVIDE SELF-LEVELING CONCRETE THROUGHOUT UNIT WHERE PROPOSED WORK WILL
TAKE PLACE.
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
KEY TO
INTERIOR
ELEV
A
D B
C
A
M E
N D
M E
N T
/2 /2
/2
5/
TYPE B
SINGLE FLUSH DOOR
WITH VISION GLASS
F.F.
TYPE A
A1 SINGLE FLUSH DOOR
A2 SINGLE FLUSH WITH
PEEP HOLE
A3 SINGLE FLUSH WITH
DOOR MOUNTED
MIRROR WITH
UNDERCUT
A4 SINGLE FLUSH WITH
UNDERCUT
H H
W W
8"
PEEP HOLE
(WHERE
OCCURS)
EQ EQ
TYPE E
SINGLE FLUSH
LOUVER DOOR
H
W
2' - 0"
/4
6"
TYPE C
DOUBLE FLUSH DOOR
H
W
DOOR
MOUNTED
MIRROR
(WHERE
OCCURS)
TYPE G
DOUBLE FLUSH
LOUVER DOOR
H
W
TYPE H
SINGLE FLUSH
DUTCH DOOR
H
W
M
IN
2' - 0" 6"6"
1" TALL X 12"
DEPTH STEEL
SHELF BEHIND
TYPE F
DOUBLE FLUSH
FULL LOUVER DOOR
W
H
10"1' - 4"
SAFETY
GLAZE AS
SCHEDULED
V E
R
IF
Y
H
W
EQ EQ
V E
R
IF
Y
H
V E
R
IF
Y
H
W
EQ EQ
TYPE EW2 & EW3
FIXED ALUM
WINDOW
TYPE EW1
FIXED ALUM
WINDOW
TYPE L3
LOUVER
WINDOW
V E
R
IF
Y
H
W
EQ EQ
TYPE W1
FIXED ALUM
WINDOW
V E
R
IF
Y
H
W
EQ EQ
TYPE W2
FIXED ALUM
WINDOW
TYPE L2
LOUVER
WINDOW
V E
R
IF
Y
H
W
H
W
TYPE EL1
LOUVER
WINDOW
EQ EQ
W
TYPE EL2
EXHAUST
LOUVER
E
IG
H T
H F
L O
O R
F
IR
S T
T O
S E
V E
N T
H F
L O
O R
H
W
TYPE L4
EXHAUST
LOUVER
W
H
V E
R
IF
Y
TYPE L1
EXHAUST
LOUVER
E
IG
H T
H F
L O
O R
F
IR
S T
T O
S E
V E
N T
H F
L O
O R
H
W
V E
R
IF
Y
H
W
TYPE L5
EXHAUST
LOUVER
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
A-610
BLDG502
W
IN
D O
W S
C H
E D
U L E
T
Y P
E S
L O
U V
E R
S C
H E
D U
L E
T
Y P
E S
D
O O
R T
Y P
E S
B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
WINDOW & LOUVER TYPES
WINDOW GENERAL NOTES
1. PROVIDE GLAZING MYLAR FILM TO ALL WINDOWS ON INTERIOR SIDE.
2. WINDOW BLINDS FOR EXISTING WINDOWS.
3. REFERENCE SHEET A-610 FOR WINDOW FRAME COLOR AND FINISH
INFORMATION.
4. REFER TO STRUCTURAL DRAWINGS FOR BLAST LOAD REQUIREMENTS.
WINDOW SCHEDULE REMARKS
1. WINDOW TREATMENT WAND SHALL BE LOCATED ON THE RIGHT SIDE
OF THE WINDOW.
LOUVER GENERAL NOTES
1. REFERENCE SHEET A-610 FOR LOUVER FRAME COLOR AND FINISH
INFORMATION.
LOUVER SCHEDULE REMARKS
1. ALUMINUM LOUVER SHALL BE STORM RESISTANT.
2. PROVIDE ALUMINUM LOUVER WITH 50% FREE AREA.
DOOR TYPES
WINDOW SCHEDULE
LEVEL ROOM NAME MARK
WINDOW FRAME DETAIL
FIRE RATING STC COMMENTSLOCATION
SIZE
MATERIAL WDW FINISH
GLAZING
MATERIAL FRAME FINISH HEAD JAMB SILLWIDTH HEIGHT THK TYPE FILM
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT A. (SEE SHT. A-403 FOR
LOCATION)
KITCHEN/LIVING/DINING EW1 2' - 6" 2' - 5" -
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT A. (SEE SHT. A-403 FOR
LOCATION)
KITCHEN/LIVING/DINING EW1 2' - 6" 2' - 5" 2" ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) K1/A-612 K1/A-612 D15/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT MAIL ROOM. (SEE SHT. A-401 FOR
LOCATION)
MAIL ROOM EW2 2' - 8" 3' - 10 1/2" 2" ALUM ANNOD GL-1 WF-2 ALUM ANNOD - - -
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT A END UNITS AND FIRST
FLOOR ONLY. (SEE SHT. A-403 FOR LOCATION)
UNIT A EW2 2' - 8" 3' - 10 1/2" 2" ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT A END UNITS AND FIRST
FLOOR ONLY. (SEE SHT. A-403 FOR LOCATION)
UNIT B EW2 2' - 8" 3' - 10 1/2" 2" ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT C. (SEE SHT. A-404 FOR
LOCATION)
UNIT C EW2 2' - 8" 3' - 10 1/2" 2'' ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT D. (SEE SHT. A-404 FOR
LOCATION)
UNIT D EW2 2' - 8" 3' - 10 1/2" 2'' ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT E. (SEE SHT. A-404 FOR
LOCATION)
UNIT E EW2 2' - 8" 3' - 10 1/2" 2'' ALUM (E) ANNOD (E) EXIST WF-1 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - PROVIDE MINI BLINDS
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT MECHANICAL. (SEE SHT. A-401
FOR LOCATION)
MECHANICAL ROOM EW3 2' - 8" 3' - 10 1/2" 2" ALUM (E) ANNOD (E) EXIST WF-3 ALUM (E) ANNOD (E) H1/A-611 H1/A-611 D1/A-611 - - -
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT UNIT A END UNITS AND FIRST
FLOOR ONLY. (SEE SHT. A-403 FOR LOCATION)
KITCHEN W1 2' - 6" 2' - 5" 2" ALUM ANNOD GL-1 WF-1 ALUM ANNOD J9/A-611 - D9/A-611 20 MIN. - -
FIRST FLOOR TO EIGHTH
FLOOR
TYP WDW AT LAUNDRY ROOM. (SEE SHT. A-402
FOR LOCATION)
ELEV LOBBY W2 2' - 8" 2' - 11" 2'' ALUM ANNOD GL-1 - ALUM ANNOD J9/A-611 J9/A-611 D9/A-611 - - -
LOUVER SCHEDULE
LOCATION TYPE
SIZE FRAME GLAZING DETAILS
FIRE RATING COMMENTSW H THICKNESS MATERIAL FINISH TYPE THICKNESS HEAD JAMB SILL
MECHANICAL ROOM 122 & LAUNDRY ROOM 119 EL1 5' - 0" 4' - 3" EXISTING (E) ALUMINUM (E) COLOR N/A N/A N/A N/A N/A -
ELECTRICAL ROOM 116 EL2 3' - 6" 2' - 0" EXISTING (E) ALUMINUM (E) COLOR N/A N/A N/A N/A N/A -
MAIL ROOM EW2 2' - 8" 3' - 10 1/2" 2" ALUMINUM ALUM GL-1 N/A L9/A-611 L9/A-611 F9/A-611 - -
MECHANICAL ROOM 211 EW3 2' - 8" 3' - 10 1/2" 2" ALUMINUM ALUM (E) EXIST N/A K12/A-612 K12/A-612 E12/A-612 - -
TYPICAL AT UNITS A & B, C & D & E BATHROOM L1 1' - 0" 1' - 0" 4" ALUMINUM BRONZE ANODIZED N/A N/A J13/A-613 J13/A-613 D13/A-613 -
MECHANICAL ROOM 122 L2 3' - 0" 1' - 6" 4" ALUMINUM BRONZE ANODIZED N/A N/A K12/A-612 K12/A-612 E12/A-612 -
MAIL ROOM 115 & PUMP ROOM 118 L4 1' - 6" 1' - 6" 4" ALUMINUM BRONZE ANODIZED N/A N/A K12/A-612 K12/A-612 E1/A-612 -
LAUNDRY ROOM ROOM 214 L5 1' - 6" 1' - 6" 4 ALUMINUM BRONZE ANODIZED N/A N/A K7/A-612 SIM. K1/A-612 SIM. E7/A-612 SIM. -
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A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
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ARK M
.S
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AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
AF602
BLDG502
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B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
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1. MANUFACTURER'S NAME AND NUMBERS SHOWN ON
FINISH LEGEND IS FOR IDENTIFYING FINISH COLOR
AND PATTERN ONLY AND IS NOT INTENDED FOR
LIMITING THE SELECTION OF OTHER MANUFACTURER'
PRODUCT.
2. MATERIALS OF OTHER MANUFACTURER'S WHICH MEET
THE SPECIFIED REQUIREMENT OF THE CONTRACT MAY
BE USED IF SIMILAR IN FUNCTION, COLOR, TEXTURE
AND PATTERN.
3. PROVIDE BRUSH OUT SAMPLES OF ALL EXTERIOR
PAINT COLORS,FINAL COLOR SELECTION SHALL BE BY
THE USER AGENCY / ACTIVITY VIA THE CONTRACTING
OFFICER.
4. PROVIDE SOLID BACKING FOR ALL ACCESSORIES AS
REQUIRED.
GENERAL NOTESROOM FINISH SCHEDULE
ROOM NO ROOM NAME
FLOOR BASE WALL FINISH CEILING
NOTES & REMARKSMATERIAL FLOOR CODE MATERIAL CODE
NORTH (A) EAST (B) SOUTH (C) WEST (D)
MATERIAL CODE HEIGHTMATERIAL CODE MATERIAL CODE MATERIAL CODE MATERIAL CODE
NON TYPICAL ROOMS
001 STAIR #1 CONC CS N/A N/A CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 EXP CONC
002 STAIR #2 CONC CS N/A N/A CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 EXP CONC
109 TELECOM VCT-2 CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
110 ELECTRICAL CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
111 MECHANICAL ROOM CONC CS 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-1 CONC PT-1 CONC PT-2 8' - 0"
112 ACCESSIBLE TOILET CONC (E) 4" X 4" CT CT 4"X4" CT CT GYP BD PT-1 / CT-1 GYP BD PT-1 / CT-1 GYP BD PT-1 / CT-1 GYP BD PT-1 / CT-1 CONC PT-2 8' - 0" 6'-0" H WAINSCOT
113 CQ OFFICE CONC (E) 12" X 12" VCT 1 VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 GYP BD PT-1 CONC PT-1 CONC PT-2 8' - 0" NON-PVC VINYL TILES
114 ALCOVE CONC VCT 4" RB RB CONC PT-1 GYP BD PT-1 GYP / PT PT-1 CONC PT-1 CONC PT-2 8' - 0"
115 MAIL ROOM CONC VCT 4" RB RB CONC PT-1 GYP BD PT-1 GYP / PT PT-1 CONC PT-1 CONC PT-2 8' - 0"
116 ELECTRICAL CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
118 PUMP ROOM CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
119 LAUNDRY ROOM CONC EP 4" RB RB GYP BD PT-1 CONC PT-1 GYP BD PT-1 CONC PT-1 CONC PT-2 8' - 0" NON-PVC VINYL TILES
120 PUMP ROOM CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
121 RECYCLE CONC CS 4" RB RB CONC PT-1 CONC PT-1 GYP BD PT-1 GYP BD PT-1 CONC PT-2 8' - 0"
122 MECHANICAL ROOM CONC CS 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-1 CONC PT-1 CONC PT-2 8' - 0"
124 ELEV LOBBY CONC CS N/A N/A N/A N/A CONC PT-1 N/A N/A CONC PT-1 CONC PT-2 8' - 6"
A/B UNIT 101 TO 108 AND UP TO 801 TO 808 TYP
101A UNIT A CONC (E) 12" X 12" VCT 1 VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-2 7' - 2" NON-PVC VINYL TILES
101B UNIT B CONC (E) 12" X 12" VCT 1 VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-2 7' - 2" NON-PVC VINYL TILES
101C KITCHEN CONC (E) 12" X 12" VCT 1 VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 2" NON-PVC VINYL TILES
101D CLO A CONC (E) 12" X 12" VCT 1 VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 0" NON-PVC VINYL TILES
101E BATHROOM CONC (E) 4" X 4" CT CT-2 4"X4" CT CT-3 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 WR GYP BD PT-2 7' - 2" SOLID SURFACE FULL HT PANELS AT
SHOWER
101F CLO B CONC (E) 12" X 12" VCT 1 VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 0" NON-PVC VINYL TILES
C UNIT 209 UP TO 509 TYP
209A KITCHEN/LIVING/DINING CONC (E) 12" X 12" VCT 1 VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 2" NON-PVC VINYL TILES
209B UNIT C CONC (E) 12" X 12" VCT VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-2 7' - 2" NON-PVC VINYL TILES
209C BATHROOM CONC (E) 4" X 4" CT CT-2 4"X4" CT CT-3 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 WR GYP BD PT-2 7' - 2" SOLID SURFACE FULL HT PANELS AT
SHOWER
209D CLO C CONC (E) 12" X 12" VCT VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 0" NON-PVC VINYL TILES
D/E UNIT 609 UP TO 809 TYP
609E KITCHEN/LIVING/DINING CONC (E) 12" X 12" VCT VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 2" NON-PVC VINYL TILES
609F BATHROOM CONC (E) 4" X 4" CT CT-2 4"X4" CT CT-3 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 WR GYP BD PT-2 7' - 2" SOLID SURFACE FULL HT PANELS AT
SHOWER
609G UNIT D CONC (E) 12" X 12" VCT VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-2 7' - 2" NON-PVC VINYL TILES
609H CLO D CONC (E) 12" X 12" VCT VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 0" NON-PVC VINYL TILES
609J UNIT E CONC (E) 12" X 12" VCT VCT 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-2 7' - 2" NON-PVC VINYL TILES
609K CLO E CONC (E) 12" X 12" VCT VCT 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-2 7' - 0" NON-PVC VINYL TILES
EXIT CORRIDORS 100 & 117 TYP UP TO 800 & 817
100 EXT. CORRIDOR CONC EP N/A N/A N/A N/A CONC PT-1 N/A PT-1 CONC PT-1 CONC PT-2 10' - 11" EPOXY FLOOR COATING
117 EXT. CORRIDOR CONC EP N/A N/A N/A N/A CONC PT-1 N/A PT-1 CONC PT-1 CONC PT-2 10' - 11" EPOXY FLOOR COATING
ROOM 210 TO 215 UP TO 810 TO 815 TYP
210 ELECTRICAL CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
211 MECHANICAL ROOM CONC CS 4" RB RB CONC / GYP BD PT-1 CONC / GYP BD PT-1 CONC PT-1 CONC PT-1 CONC PT-2 8' - 0"
212 TELECOM CONC-VCT-2 CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 10' - 11"
213 JANITOR CONC EP 4" RB RB GYP BD EPT CONC / GYP BD EPT GYP BD EPT GYP BD EPT WR GYP BD PT-2 8' - 0" EPOXY PAINT WALL
214 STORAGE CONC CS 4" RB RB CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-1 CONC PT-2 8' - 0"
215 LAUNDRY CONC EP 4" RB RB GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 CONC PT-2 8' - 0" NON-PVC VINYL TILES
ROOM 219 UP TO 819 TYP
219 ELEV LOBBY CONC EP N/A N/A N/A N/A CONC PT-1 N/A N/A CONC PT-1 CONC PT-2 8' - 6"
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| Sheets |
| AD101 - FIRST FLOOR DEMOLITION PLAN |
| A-101 - FIRST FLOOR PLAN |
| A-402 - ENLARGED FIRST FLOOR PLAN - LAUNDRY & MECHANICAL AREA & SECOND TO EIGHTH FLOOR CORE AREA PLANS |
| A-403 - TYPICAL ENLARGED UNIT A & B FLOOR PLAN |
| A-610 - WINDOW SCHEDULE & TYPES, LOUVER SCHEDULE & TYPES, DOOR TYPES |
| AF602 - ROOM FINISH SCHEDULE |
File details come from the government source that posted it. Updated .