Bechtel ES_RTA Submittal_Drawings_Volume IV_3.pdf
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- Solicitation number
- W912HV-22-R-0013
About this file
This notice provides details for a renovation project at Bechtel Elementary School in Camp McTureous, Okinawa, Japan. The project involves renovating approximately 6,550 square meters of existing school facilities and constructing a new addition of approximately 7,525 square meters. Key aspects include demolishing around 4,200 square meters of existing facilities; designing for high performance, sustainability, and anti-terrorism standards; and addressing hazardous materials such as asbestos and lead paint. The Army Corps of Engineers expects to issue a request for proposal in late September 2022 on SAM.gov for a firm-fixed-price construction contract to complete this work. Only local Japanese sources licensed and authorized for this type of construction in Japan will be considered.
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DRAFT
3 4 5 6 7 8 9
K
L
3 520 4 050
1 550 2 500
5 EQUAL SPACES 3 EQUAL SPACES 2 450
TB1 WW-GB2 WW-GB2 WW-GB2 WW-GB2 WW-GB2 WW-GB1 WW-GB1 WW-GB1
TB1
A4
S-833
A1
S-833
A4
S-832
A1
S-832
WW-F2
WW-C2 WW-C2
WW-F2 WW-F2
WW-C2 WW-C2
WW-F2
WW-C2
WW-F2
WW-F1
WW-C1
WW-F1
WW-C1
WW-F1
WW-C1WW-C1
WW-F1
WW-F2
WW-C2
FOR WW-GB2 REINF.,
SEE ELEVATION A1/S-835
FOR WW-GB1 REINF., SEE
ELEVATION A1/S-834
WW-GB2
TRENCH DRAIN, SEE CIVIL
CONC. ENCASED
PIPE, SEE CIVIL
BID OPTION 0003
AREA OF WORK
3 4 5 6 7 8 9
K
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WW-RS2
WW-RS1
3 520 5 EQUAL SPACES 4 050 3 EQUAL SPACES 2 000
2 000
50 ISOLATION JOINT
2 000 E1
S-833
E1
S-832
, CONT. , CONT.
FOR WW-RB2
REINF., SEE
ELEVATION C1/S-835
FOR WW-RB1
REINF., SEE
ELEVATION C1/S-834
2 135
WW-RB2 WW-RB1
SL
S L
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S L
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E5
S-833
BID OPTION 0003
AREA OF WORK
ENGINEER
PROFESSIONAL
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1 : 100 S-831D1
COVERED WALKWAY ROOF FRAMING PLAN - ZONE 2
GRAPHIC SCALE
SCALE: 1:100
2000 4000
N
BID OPTION 0003
BASE BID
REFERENCE SHEETS:
S-113 & S-123
READY-TO-ADVERTISE (RTA)
sgoshi Snapshot
M
IN
BEAM/
COLUMN
JOINT
E4 S-832
ROOF SLAB
(REINF. NOT
SHOWN) E1
S-832
EXTEND
HEADED ENDS
OF COLUMN
VERT. REINF.
TO BEAM TOP
LAYER REINF.
TERMINATE SPIRAL
AT BOTTOM OF BEAM
WITH 1 1/2 TURNS
D13 SPIRAL
PITCH = 75
C COLUMN
AND BEAM
L
550 DIA.
COLUMN
OPTIONAL SPLICE AT
MID-HEIGHT, LAP 1 400
TERMINATE SPIRAL
AT TOP OF FOOTING
WITH 1 1/2 TURNS
AND 90° HOOK
WW-GB1 LONGITUDINAL REINF.
CONT. THROUGH FOOTING
WW-GB1
BEYOND
1 300 2 700 4 000 (x 1 500 WIDE)
9 - D19 TOP
AND BOT.
CIRCULAR
SEISMIC HOOPS
AT 75 INSIDE OF
FOOTING
EXTEND HEADED ENDS
OF COLUMN VERT. REINF
TO BOTTOM LAYER OF
FTG. REINF.
X
50 CLR
CLR
D16 AT 300
O.C. TOP
AND BOT.
EACH SIDE
OF COLUMN
X WW-C1 PLAN-SECTION
12 - D25 HEADED REINF. BARS (ASTM A970,
INCLUDING ANNEX A1 REQUIREMENTS FOR
CLASS HA HEAD DIMENSIONS)
D13 SPIRAL WITH 75 PITCH, LAP SPLICE
AS NEEDED WITH 700 OVERLAP
40 CLEAR
TO SPIRAL
E1 WALKWAY ROOF SLAB WW-RS1
1:20 S-832
2 - D13
CONT.
40 CLR.
D16 AT 200 O.C.
WW-RB1,
SEE C1
S-834
D13 AT 200
O.C.
40 CLR.
COLUMN
WW-C1
BEYOND
C BEAM AND COLUMNSL
2 500
D10 AT 300 O.C.,
CONT. TOP AND BOT.
2 - D13 CONT.
A1 WALKWAY COLUMN AND FOOTING (WW-C1, WW-F1)
1:20 S-832
C GRADE BEAM
AND COLUMN
L
COLUMN
BEYOND NOTE:
1. SEE GRADE BEAM ELEVATION ON
SHEET S-834 FOR ADDITIONAL
INFORMATION
D10 CLOSED STIRRUPS,
SEE BEAM ELEVATION
COLUMN
FOOTING
BEYOND
A1 S-832
50 CLR
75 CLRD16 RUNNER
EACH FACE
4 - D19 TOP
AND BOT.
50 CLR
A4 GRADE BEAM WW-GB1
1:20 S-832
CONT. DRIP
REVEAL, SEE
ARCH. TYP.
CONT. DRIP
REVEAL, SEE
ARCH. TYP.
FINISH GRADE
~20.25 AT
TRENCH DRAIN
T.O.F. = 19.25
FINISH GRADE
~20.25 ADJACENT
TO COLUMN
T.O.F. AND
GRADE BM = 19.25
F.F.E. = 20.42
W.P. ELEV.
= 23.62
W.P. ELEV. = 23.62 SLOPE 4%
E.J., TYP.
SL, SEE CIVILSL, SEE CIVIL
TRENCH DRAIN AND
PAVEMENT, SEE CIVIL
M
IN
6 SETS OF D13
STIRRUPS ENCLOSING
BEAM REINF.
6 - D13 CIRCULAR HOOPS AT 75
MAX. ENCLOSING COLUMN BARS
C BEAM AND COLUMNSL
40 CLR.
COLUMN
40 CLR.
TYP.
EXTEND HEADS OF
BARS TO TOP OF BEAM
1 1/2 TURNS AT TOP
OF D13 SPIRAL
JOINT SECTION
E4 WALKWAY BEAM/COLUMN JOINT
1:10 S-832
BEAM REINF.
CONT. THROUGH
JOINT, TYP.
E8 S-832
6 - CIRCULAR
HOOPS IN JOINT
COLUMN
BELOW
6 SETS OF D13
STIRRUPS (AS SHOWN)
ENCLOSING BEAM
REINF.
OVERLAP CIRCULAR HOOP BARS ACROSS
3 VERTICAL BARS AND TERMINATE WITH
SEISMIC HOOK. OVERLAPS AT ADJACENT
CIRCULAR HOOPS SHALL BE STAGGERED
AROUND THE PERIMETER OF THE
COLUMN BARS.
TYPICAL
BEAM
HOOPS
AT 95 O.C.BEAM
E8 JOINT PLAN SECTION
1:10 S-832
BEAM LONGITUDINAL BARS
CONT. THROUGH JOINT.
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SCALE: 1 : 20
400 800
GRAPHIC SCALE
PA
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S-832
BI
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READY-TO-ADVERTISE (RTA)
M
IN
BEAM/ COLUMN
JOINT, SEE E4
S-832
SIM.
ROOF SLAB
(REINF. NOT SHOWN),
SEE
E1 S-833
WW-C2 PLAN SECTION
NOTE COLUMN LONGITUDINAL
REINF. MAY BE SPLICED AT
MID-HEIGHT. (SIMILAR TO WW-C1)
1 1/2 TURNS AT
BOTTOM OF SPIRAL
ADD 2 - D16
CIRCULAR SEISMIC HOOPS
AT 75 INSIDE FOOTING
GRADE BEAM REINF. CONT.
THROUGH FOOTING
4 - D16, TOP AND BOT.
(PERPENDICULAR TO
GRADE BEAM)
ADD 2 - D16
50 MAX.
WW-GB2
1 200 SQ.
WW-F2
A1 WALKWAY COLUMN AND FOOTING (WW-C2, WW-F2)
1:20 S-833
E1 WALKWAY ROOF SLAB WW-RS2
1:20 S-833
75 CLR
COLUMN
FOOTING
BEYOND
A1 S-833
D10 SEISMIC HOOPS,
SEE BEAM ELEVATION
40 CLR
CLR
D13 RUNNER
EACH FACE
4 - D16 TOP
AND BOT.
C GRADE BEAM
COLUMN AND FOOTING
COLUMN
BEYOND
A4 GRADE BEAM WW-GB2
1:20 S-833
C COLUMN
AND BEAM
L
L
10 - D25 HEADED REINF. BARS (ASTM A970,
INCLUDING ANNEX A1 REQUIREMENTS FOR
CLASS HA HEAD DIMENSIONS) AT TOP AND
BOTTOM
D13 SPIRAL WITH 75 PITCH, LAP
SPLICE AS NEEDED WITH 700
OVERLAP
40 CLEAR
TO SPIRAL
EXTEND HEADED ENDS OF
COLUMN VERT. REINF. TO
BEAM TOP LAYER REINF.
EXTEND COLUMN VERT.
REINF. WITH HEADED
ANCHORS TO BOTTOM
LAYER OF FTG. REINF.
2 500
WW-RB2,
SEE
2 - D13
CONT.
40 CLR.
D13 AT 300 O.C.
TOP AND BOT.
C1 S-835
D13 DOWEL
TOP AND BOT.
AT 300 O.C.
D10 AT 300
O.C., CONT.
TOP AND BOT.
40 CLR.
C BEAM AND COLUMNS
MECHANICAL
COUPLER WITH
STANDARD HOOK,
STAGGER TOP AND
BOTTOM DOWELSCOLUMN
WW-C2
BEYOND
200 x 40
CONT. KEY
40 CLR.
L
SLOPE 4%
CONT. DRIP
REVEAL, SEE
ARCH. TYP.
NOTE:
1. SEE GRADE BEAM ELEVATION ON
SHEET S-835 FOR ADDITIONAL
INFORMATION
T.O.F. = 19.20
FINISH GRADE ~
20.25 ADJACENT TO
COLUMN
T.O.F. AND GRADE
BM = 19.20
EXIST.
PILE CAP
TOP OF TIE BM = 19.20
FIRST FLOOR = -100
E.J., TYP.
SEE CIVIL DWGS FOR
EXTERIOR CONC.
PAVEMENT
TB1, SEE
F1/S-513
2 - D19 x 1300 LONG
DOWELS TOP AND
BOTTOM, EPOXY INTO
22Ø x 300 DEEP HOLES, TYP.
C4 SECTION
1:20 S-833
LB3
WALL
BEYOND
W.P. ELEV.
= 23.62
W.P. ELEV. = 23.62
FINISH GRADE
~ 20.25 AT
TRENCH DRAIN
SL, SEE CIVILSL, SEE CIVIL
TRENCH DRAIN AND
PAVEMENT, SEE CIVIL
E8 CANOPY TRANSITION
BEAM ELEVATION AT
1:20 S-833E5 CANOPY TRANSITION SECTION
1:20 S-833
E8 S-833
300250
VA
R
IE
S
EYEBROW
SLAB F5
S-522
2 - D13
WALL
BEYOND
4 - D13
D13 AT
300 O.C. E.F.
ROOF
SLAB E1
S-833 MIRR.
D13 AT
300 O.C. E.F.
2 - D13
4 - D13
ELEV. =
2 600
EYEBROW
REINF.
4 - D13
300 WIDE BM
ALIGNED WITH
BLDG WALL
BEYOND
250 4 - D13
BUILDING
CORNER WALL REINF.
NOT SHOWN
EXTEND BEAM
BARS INTO WALL
6002 - D13
ELEV. =
2 600
D
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SCALE: 1 : 20
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GRAPHIC SCALE
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.d w g
S-833
BI
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BID OPTION 0003
READY-TO-ADVERTISE (RTA)
D10 STIRRUPS AT 200 O.C.
BETWEEN FOOTING
800 LAP SPLICE TOP BARS
800 AT MID-SPAN
4 - D19 CONT.,
BOTTOM
4 - D19 CONT.,
TOP
D16 CONT.,
EACH FACE
WW-F1, SEE
50 CLR.
75 CLR.
WW-C1,
TYP.
LAP SPLICE WW-GB1 AND
WW-GB2 RUNNER BARS
AND BOTTOM BARS 800
AT MID-SPAN
C SYMM.L
A1 GRADE BEAM WW-GB1
SCALE: NTS S-834
C1 WALKWAY ROOF BEAM WW-RB1 SCHEMATIC ELEVATION
SCALE: NTS S-834
A4 S-832
A1 S-832
CLR.
LAP SPLICE
RUNNERS AND
BOTTOM BARS 600
AT MID-SPAN.
OMIT STIRRUPS IN
FOOTINGS, TYP.
D10 STIRRUPS AT
100 O.C. AT LAP SPLICE
STIRRUPS AT 95 O.C. (TYPICAL SPAN)
TERMINATE
LONGITUDINAL
BARS WITH STD.
HOOK
STIRRUPS AT 95 O.C.
50 50
950800
LAP SPLICE RUNNERS
800 AT MID-SPAN
BEAM/COL. JOINT,
SEE
TYP.
LAP SPLICE TOP BARS
800 AT MID-SPAN
C SYMM.L
40 CLR.
TO HOOPS
75 CLR.
TO HOOPS
2 - D16, EACH
FACE
WW-C1,
TYP.
4 - D16 CONT.,
BOTTOM
4 - D19 CONT.,
TOP
E4 S-832
F1 S-834
CLR.
80 TO
FIRST HOOP
ALL LONGITUDINAL
BARS CONT.
THROUGH JOINT.
BOTTOM
BAR SPLICE
NOTES:
1. BEAM LONGITUDINAL REINFORCING
SHALL CONFORM TO JIS G3112 SD390
2. BEAM TRANSVERSE REINFORCING
SHALL CONFORM TO JIS G3112 SD345.
D10 STIRRUPS
AT 200 O.C.
D10 STIRRUPS
AT 200 O.C.WW-GB2
EXTEND TOP BARS TO
FAR FACE OF FOOTING
AND PROVIDE 90° BEND
D13 STIR.
AT 150 O.C.
2 - D19 x 2200 LONG
DOWELS TOP AND
BOTTOM, EPOXIED INTO
22Ø x 300 DEEP HOLES
(E) COL. FTG.
TB1
F1 TRANSVERSE REINF. AT WW-RB1
1:10 S-834
40 CLR.
D10 STIRRUPS
WITH SEISMIC
HOOKS
NOTES:
1. DEFORMED BARS USED FOR TRANSVERSE
REINFORCEMENT SHALL CONFORM TO JIS G3112
SD345.
2. EITHER TRANSVERSE REINF. OPTION SHOWN BELOW
MAY BE USED FOR THE STIRRUP SPACING NOTED ON
THE WW-RB1 BEAM ELEVATION.
40 CLR.
D13 CROSSTIE WITH SEISMIC HOOK AT
ONE END AND A 90° STANDARD HOOK AT
OTHER END. AT CONSECUTIVE
CROSSTIES, ALTERNATE THE LOCATION
OF THE 90° BEND. (END FOR END)
D13 STIRRUPS
WITH SEISMIC
HOOKS.
40 CLR.
D10 WITH
SEISMIC HOOKS
40 CLR.
D13 CLOSED
HOOPS
STIRRUPS (4 LEGS) WITH
CROSSTIE OPTION
CLOSED HOOP AND STIRRUP
(4 LEGS) OPTION
FIRST FLOOR
SECOND FLOOR
+4 300
ROOF
+8 600
4 5 6 7
E6 WALL ELEVATION ALONG GRID K.5 - ZONE 2
1:100 S-834
COVERED
WALKWAY ROOF
BID OPTION 0003
AREA OF WORK
D
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C R
IP
TI
O N
D
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D
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IG
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B
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D . H
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A, K . L
LA
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SCALE: 1 : 100
2000 4000
GRAPHIC SCALE
PA
6S
-8
.d w g
S-834
BI
D
O
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IO
N
C O
U R
TY
AR
D C
O
VE
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ED
W
AL
KW
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B
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ZO
N
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BID OPTION 0003
SCALE: 1 : 10
200 400
BASE BID
REFERENCE
SHEET: S-202
A2
PC
D
OR
A
DD
EN
DU
M
READY-TO-ADVERTISE (RTA)
TERMINATE
LONGITUDINAL BARS
WITH STD. HOOK
2 LEG STIRR. AT 150 O.C.
40 CLR.
TO HOOPS
75 CLR.
TO HOOPS
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
C SYMM.L
SPLICE BOTTOM BARS 1000
AWAY FROM EDGE OF COLUMN
WW-C2,
TYP.
BEAM/COL. JOINT,
SEE
SIM.
TYP.
LAP SPLICE TOP BARS
800 AT MID-SPAN
D16, EACH FACE4 - D16 CONT.,
BOTTOM
4 - D16 CONT.,
TOP
A1 GRADE BEAM WW-GB2
SCALE: NTS S-835
C1 WALKWAY ROOF BEAM WW-RB2 SCHEMATIC ELEVATION
SCALE: NTS S-835
E4 S-832
F1 S-835
D10 STIRRUP SPACING
RUNNERS CONT.
THROUGH COLUMN AT
CANTILEVERED END.
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
95 O.C.
AT LAP SPLICES
(4 LEG STIRR.)
BALANCE AT 150 O.C.
(2 LEG STIRR.)
800 LAP
SPLICE
EXCEPT AT CANTILEVERED ENDS,
STOP RUNNERS AT COLUMNS
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
D10 STIRRUP SPACING
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
95 O.C.
AT LAP SPLICES
(4 LEG STIRR.)
BALANCE
AT 150 O.C.
(2 LEG
STIRR.)
BALANCE
AT 150 O.C.
(2 LEG
STIRR.)
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
10 SPACES
AT 95 O.C.
(4 LEG STIRR.)
BALANCE AT 150 O.C.
(2 LEG STIRR.)
D10 STIRRUP SPACING
5050 50 50 50
NOTES:
1. BEAM LONGITUDINAL REINFORCING
SHALL CONFORM TO JIS G3112 SD390
2. BEAM TRANSVERSE REINFORCING
SHALL CONFORM TO JIS G3112 SD345.
F1 S-835
D10 STIRRUP SPACING
50 D10 STIRRUPS AT 200 O.C. BETWEEN FOOTING
TERMINATE
WW-GB2
LONGITUDINAL
BARS WITH
STD. HOOK
D10 STIRRUPS
AT 200 O.C.
D10 STIRRUPS
AT 200 O.C.
C SYMM.L
4 - D16 CONT.,
BOTTOM
4 - D16 CONT.,
TOP
D16 CONT.,
EACH FACE
WW-C2,
TYP.
WW-F2, SEE
50 CLR.
75 CLR.
800 SPLICE
LONGITUDINAL BARS
AT MID-SPAN
A4 S-833
A1 S-833
TOP AND BOTTOM BARS
CONT. THROUGH FOOTINGS
OMIT STIRRUPS IN
FOOTINGS, TYP.
D10 STIRRUPS AT
100 O.C. AT LAP SPLICE
50 D10 STIRRUPS AT 200 O.C. BETWEEN FOOTING
TB1, SEE C4/S-833
EXTEND TB1 TOP AND
BOTTOM BARS TO FAR
FACE OF FOOTING
2 - D10 STIRRUPS AND 1 - D10
CROSSTIE. PERIMETER STIRRUP
AND CROSSTIE MAY BE
REPLACED WITH A SINGLE D10
CLOSED HOOP.
SEISMIC HOOKS TYPICAL
D10 STIRRUPS AND
CROSSTIE OR CLOSED
HOOP FROM A SINGLE
D10 BAR.
SEISMIC HOOKS TYPICAL
F1 TRANSVERSE REINF. AT WW-RB2
1:10 S-835
40 CLR.
40 CLR.
40 CLR.
40 CLR.
STIRRUP (4 LEGS) WITH CROSSTIE STIRRUP (2 LEGS) WITH CROSSTIE
D
ES
C R
IP
TI
O N
D
AT
E
D
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IG
N
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B
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SO
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N N
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N
TR
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N O
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SI
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A
D R
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IN
G C
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M Y
C O
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IN
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JA
PA
N D
IS
TR
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AP
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3-
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
M
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IS
SU
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AT
E:
SU
BM
IT
TE
D B
Y:
C H
EC
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D B
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D R
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N
B Y:
J
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D . H
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SCALE: 1 : 10
200 400
GRAPHIC SCALE
BID OPTION 0003
PA
6S
-8
.d w g
S-835
BI
D
O
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IO
N
C O
U R
TY
AR
D C
O
VE
R
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W
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B
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READY-TO-ADVERTISE (RTA)
PANEL
SMH
SMH
SMH
SMH
L
R O
C K
C
LI
M B
C L
IM
B
IN
G
N E
T
P L
A Y
C O
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T E
R W
G
E A
R
P L
A Y
C O
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T E
R
H A
M M
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K
B O
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IN
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S T
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D
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P L
A Y
S W
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C
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R
P L
A Y
S W
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C
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R B
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R D
IN
G
N E
T
C U
R
LY
C L
IM
B
E R
T R
A N
S F
E R
S T
E P
MEGAPHONE
BOULDERING
STAIRS
ZIG
ZAG
OVERHEAD
LADDER
WAVE
STRAIGHT
SLIDE
TRANSFER
STEP
RAPELLER
PLAYSHELL
SEAT
CLIMBING
WALL
CURLY
CLIMBER
70"
70"
55"
16"
94"
BANISTER BARS
NEBULA /
R
OPE L
AD
DER
SURF A
ROUND
SURF A
ROUND
F
T
6 7 8
JU
M
P
A
B C
D
E F
G
H I
J K
L M
N
OPQ
RS
T
EXIST.
GRASS
GRASS
GRASS
GRASS
EXIST.
GRASS
DN
120131
33405059
708086
13 2
13 5
A-834
C1
PARKING MATRIX
POV PARKING 130 STALLS
ACCESSIBLE PARKING 5 STALLS
OVERFLOW PARKING 30 STALLS
TOTAL 165 STALLS
NOTES:
1. REFER TO SHEET CS101 FOR ADDITIONAL
INFORMATION
PROFESSIONAL
W A
E K
H
A
N D A L
L
I
A
ARCHITECT
No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
Y
SIGNED
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
H O
N O
L U
L U
H
A W
A
II
M
A K
A L O
A S
T R
E E
T S
U
IT
E
D E
S
IG
N P
A R
T N
E R
S I N
C O
R P
O R
A T
E D
S
IZ
E
F
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A M
E
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
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A
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T
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C H
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IF
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C
IF
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D
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A
S S
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A
X
A-831
READY-TO-ADVERTISE (RTA)
B
ID
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D W
A L
K W
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P L
A N
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M c T
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U S
O
K
IN
A W
A
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P A
N P
A
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D o
D E
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C
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P R
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C T
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N O
V A
T E
B E
C H
T E
L E
L E
M E
N T
A R
Y S
C H
O O
L
K E
L L
IN
G W
O O
D
J H
A M
M A
N
K S
U M
ID
A
K E
L L
IN
G W
O O
D
J
U L Y
B E
P
A A
R C
H V
.r v t
1 : 400A1
ARCHITECTURAL SITE PLAN
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
N
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
8000 16000
SCALE: 1 : 400
BID OPTION 0003
BASE BID
REFERENCE
SHEET: A-101
READY-TO-ADVERTISE (RTA)
DN
UP
UP
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
PP
RR
STUDIO (K1)
1B04
STUDIO (K2)
1B03
STUDIO (K3)
1B02
GROUP
LEARNING
1B06
ONE TO ONE
1B05 LEARNING HUB
(K.1)
1B10
STUDIO (K5)
1B07
SURE START
1B08
TELECOM
1A07
PSCD
1B09
STUDIO (K4)
1B01
PRINCIPAL
1A03
UNISEX
RESTROOM
1A10
UNISEX
RESTROOM
1A11
ELECTRICAL
1A06
STUDENT
RECORDS
1A16
CORRIDOR
1A09
SECRETARY
1A18
REGISTRAR
1A17
CONFERENCE
ROOM
1A04
CLERICAL AREA
1A01
ASST PRINCIPAL
1A02
WORK/COPY
ROOM
1A05
WAITING AREA
1A00
SCHOOL OFFICER
1C04
HEALTH SUITE
1A14
UNISEX
RESTROOM
1A13
STORAGE
1A12
COMMONS -
MULTIPURPOSE
1C01
ENTRY
VESTIBULE
1C00
FOOD SERVICE
1C14
FIRE PUMP
1C16
RECEIVING
1C18
SUPPLY ROOM
1C23
JANITORIAL
1C27
MAINTENANCE
SUPPORT
1C28
ELECTRICAL
1C25
TELECOM
1C24
STAFF
COLLABORATION
(MUSIC/ART)
1C22
MUSIC
1C17
ART
1C35
KILN
1C36
ART STORAGE
1C34
LEARNING
STUDIO
1D18
GROUP
LEARNING
1D20
STAFF
COLLABORATION
1D00
OT/PT
1C06 OBSERVATION
1C08
MULTIPURPOSE
STORAGE
1C05
PARENTS
CENTER
1A20
STUDIO (1H)
1D02
STUDIO (1G)
1D03
BOYS RESTROOM
1D04
GIRLS
RESTROOM
1D05
UNISEX
RESTROOM
1D06
STUDIO (1F)
1D07
STUDIO (1E)
1D08
STUDIO (1D)
1D09
STUDIO (1C)
1D10
STUDIO (1B)
1D11
STUDIO (1A)
1D12
VESTIBULE
1D14
MAIN ELECTRICAL
1D16
TELECOM
1D15
GROUP
LEARNING
1D17
ONE TO ONE
1D19
LEARNING HUB
(1)
1D21
GIRLS
RESTROOM
1C19
BOYS RESTROOM
1C20
STAIR
1ST5
CORRIDOR
1C29
JAN
1A19
SERVICE
CORRIDOR
1C26
CENTRAL
WORKROOM
1C13
STAFF STORAGE
1D01
ELEVATOR
1EL1
GYM
1C49
MECHANICAL
1C50
STORAGE
1C51
AUX GYM
1C52
VESTIBULE
1C38
OFFICE
1C39A
GIRLS
RESTROOM
1C43 BOYS RESTROOM
1C48
RECYCLING
1C02
VESTIBULE
1C03
MUSIC STORAGE
1C21
UNISEX REST
1C42
VEST
1C41
STOR
1C40
VEST
1C44
JAN
1C45
STOR
1C46
VEST
1C47
TOILET
1B08A
TOILET
1B07A
TOILET
1B04A
TOILET
1B03A
TOILET
1B02A
TOILET
1B09A
TOILET
1B01A
STAIR 2
1ST2
CORRIDOR
1A21
2 420 8 950 6 575 8 225 6 185 8 675 8 800 8 800 9 400 9 400 13 430 5 875 5 750 5 750 4 820
113 055
ONE TO ONE
1D22
GROUP
LEARNING
1D23
STAIR 3
1ST3
STAIR 6
1ST6
FS OFFICE
1C14E
LOCKER ROOM
1C14C
UNISEX
RESTROOM
1C14B
REFRIGERATOR /
FREEZER
1C14F
DRY STORAGE
1C14D
CORRIDOR
1D24
JAN
1D25
STORAGE
1A15
PIPE CHASE
1C31A
4 400
5°
9 770 9 770
9 770 6 305
LAUNDRY
1B09B
RAISED
PLATFORM
1C01A
STAFF
COLLABORATION
1B14
GROUP
LEARNING
1B23
ELEVATOR
1EL2
TELECOM
1B17
CORRIDOR
1B13
LEARING HUB (K)
1B24
STUDIO (K6)
1B25
MECHANICAL
1B29
STUDIO (K8)
1B28
STORAGE
1B30
STUDIO (K7)
1B27
STAIR 4
1ST4
VESTIBULE
1B26
TOILET
1B27A
TOILET
1B28A
ONE TO ONE
1B22
ELECTRICAL
1B21
A-834
A1
PROFESSIONAL
W A
E K
H
A
N D A L
L
I
A
ARCHITECT
No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
Y
SIGNED
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
H O
N O
L U
L U
H
A W
A
II
M
A K
A L O
A S
T R
E E
T S
U
IT
E
D E
S
IG
N P
A R
T N
E R
S I N
C O
R P
O R
A T
E D
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
D R
A W
IN
G
C O
D E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
J A
P A
N D
IS
T
R
IC
T A
P O
A P
-5
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
IF
S
H E
E T
I S
L E
S S
T H
A N
S
IZ
E S
P E
C
IF
IE
D
L
E B
L O
C K
A
S S
U M
E R
E D
U C
E D
A
X
A-832
READY-TO-ADVERTISE (RTA)
B
ID
O P
T
IO
N
C O
V E
R E
D W
A L
K W
A Y
O
V E
R A
L L
F
IR
S T
F L
O O
R P
L A
N
C A
M P
M c T
U R
E O
U S
O
K
IN
A W
A
J A
P A
N P
A
F Y
D o
D E
A M
IL
C
O N
P R
O J E
C T
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N O
V A
T E
B E
C H
T E
L E
L E
M E
N T
A R
Y S
C H
O O
L
K E
L L
IN
G W
O O
D
J H
A M
M A
N
K S
U M
ID
A
K E
L L
IN
G W
O O
D
J
U L Y
B E
P
A A
R C
H V
.r v t
1 : 200A1
OVERALL FIRST FLOOR PLAN
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 200
4000 8000
N
BID OPTION 0003
BASE BID
REFERENCE
SHEET: A-111
READY-TO-ADVERTISE (RTA)
DRAFTDN
DN
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
PP
RR
ONE TO ONE
2E16
STUDIO (3E)
2E14
STAFF
COLLABORATION
2E23
STUDIO (3C)
2E09
STUDIO (3B)
2E08
TELECOM
2E04
ONE TO ONE
2E11
LEARNING HUB
(3)
2E21
STUDIO (3F)
2E15
ELECTRICAL
2E05
UNISEX
RESTROOM
2E17
GROUP
LEARNING
2E12
MECHANICAL
2E20
STUDIO (3H)
2E22
MECHANICAL
2C04
VESTIBULE
2C05
CORRIDOR
2C08
STAFF
COLLABORATION
2C07
WORKROOM
2C06
BROADCAST
2C03
READING LAB
2C02
INFORMATION
CENTER
2C09
FLEX
2C10
TECH SERVICE
CENTER
2C15
S P
E D
W A
IT
IN
G
C
ASSESSOR
2C21
LOCKABLE
STORAGE
2C19
SHARED
CONFERENCE
2C12
ASSESSMENT
2C17
LEARNING
STUDIO
2H20
SECONDARY
WORKROOM
2C16
MECHANICAL
2C11
STAFF
COLLABORATION
2H00
STUDIO (2H)
2H01
STUDIO (2G)
2H02
BOYS RESTROOM
2H03
LEARNING HUB
(2)
2H23
GIRLS
RESTROOM
2H08
STUDIO
2H06
STUDIO (2F)
2H09
STUDIO (2E)
2H10
STUDIO (2D)
2H11
STUDIO (2C)
2H12
STUDIO (2B)
2H14
STUDIO (2A)
2H15
ELECTRICAL
2H17
TELECOM
2H18
GROUP
LEARNING
2H19
GROUP
LEARNING
2H21
ONE TO ONE
2H22
MECHANICAL
2C22
VESTIBULE
2H13
COMMONS MEZZ
2C01
ELEVATOR
2EL1
UNISEX
RESTROOM
2C14
UNISEX
RESTROOM
2C18
UNISEX
RESTROOM
2H04
CORRIDOR
2H05
CORRIDOR
2C13
STAIR 5
2ST5
GIRLS
RESTROOM
2E18
BOYS RESTROOM
2E19
JAN
2C14A
2 420 8 950 6 575 8 225 6 185 8 675 8 800 8 800 9 400 9 400 13 430 5 875 5 750 5 750 4 820
113 055
ONE TO ONE
2H24
ONE TO ONE
2H25
STAIR 3
2ST3
STAIR 6
2ST6
PSYCHOLOGIST
2E01
COUNSELOR
2E02
GUIDANCE
COUNSELOR
2E03
WAITING ROOM
2E00
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO BELOW
GROUP
LEARNING
2E13
STUDIO (3G)
2E06
STUDIO (3D)
2E10
STUDIO (3A)
2E07
STAIR 2
2ST2
PIPE CHASE
2C13A
CORRIDOR
2H26
GROUP
LEARNING
2H07
STAFF
COLLABORATION
2F04
STUDIO (4E)
2F05
CORRIDOR
2F03
TELECOM
2F06
ELEVATOR
2EL2
CHASE
2F07
LEARNING HUB
(4)
2F12
ONE TO ONE
2F13 GROUP
LEARNING
2F14
STUDIO (4A)
2F15
STUDIO (4B)
2F17
STUDIO (4C)
2F18
STUDIO (4D)
2F19
ELECTRICAL
2F11
TELECOM
2C09A
A-834
C1
PROFESSIONAL
W A
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A
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I
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No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
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1 2 3 4 5 6 7 8 9 10
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1 : 200A1
OVERALL SECOND FLOOR PLAN BID OPTION 0003
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 200
4000 8000
N
BASE BID
REFERENCE
SHEET: A-121
READY-TO-ADVERTISE (RTA)
3 4 5 6 7 8 9
K
L
A4
A-835
EQ EQ EQ EQ EQ 1 850 2 200 EQ2 EQ2 EQ2 2 4503 520
STUDIO (K5)
1B07
SURE
START
1B08
PSCD
1B09
A1
A-835
3 4 5 6 7 8 9
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A-835
8 350
8 600150
3%
CANOPY BELOW 150
5 190
STUDIO (3E)
2E14
STUDIO (3F)
2E15
MECHANICAL
2E20
A4
A-835
PROFESSIONAL
W A
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No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
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SIGNED
1 2 3 4 5 6 7 8 9 10
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A-834
READY-TO-ADVERTISE (RTA)
B
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N
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K W
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BID OPTION 00031 : 100A1
COVERED WALKWAY - FIRST FLOOR
1 : 100C1
COVERED WALKWAY - SECOND FLOOR
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 100
2000 4000
N
READY-TO-ADVERTISE (RTA)
FIRST FLOOR
ROOF
8 600
SECOND FLOOR PLAN
4 400
K
DOWNSPOUT
WING WALL
CONC DRAINAGE
CURB
MECHANICAL
2E20
TP:10 200
SPRAY TILE FINISH
SEE A-201 FOR PT
FINISH
CAST IN
PLACE DRIP
CONC STRUCT SLAB
OVER METAL DECK
CONCRETE WALL, SEE
STRUCTURAL DRAWINGS
FOR THICKNESS
EXISTING BUILDING
BEYOND
CEILING AS SCHED
TYP
CONCRETE CANOPY
OVER WALKWAY
CANOPY COLUMN,
SEE STRUCTURAL
CONC WALKWAY,
SEE LANDSCAPE AND
CIVIL DRAWINGS FOR
DRAINAGE AND
HARDSCAPE DETAILS
VAPOR BARRIER
WATERPROOF
MEMBRANE
E1
CONCRETE BEAM,
SEE STRUCTURAL
A-835
C7
(20.420 M)
K
4%
A-835
E7
TERMINATE ROOFING
SYSTEM AT DRIP
SPRAY TILE FINISH N
OVER CONC (PROVIDE
FLEXIBLE AIR SEALS AT
ALL JOINTS,
PENETRATIONS, ETC),
TERMINATE AT DRIP
SPRAY TILE FINISH
SYSTEM G
FULLY REINFORCED FLUID
APPLIED ROOFING SYSTEM
OVER PRIMER COAT
FINISH TRANSITION POINT
SPRAY TILE FINISH
SYSTEM G
COLUMN BEYOND
SLOPE
SPRAY TILE FINISH
SYSTEM
EXTEND FLASHING MEMBRANE
100 MIN HORIZONTALLY ONTO
PREPARED & PRIMED SUBSTRATE
FULLY REINFORCED FLUID
APPLIED ROOFING SYSTEM
OVER PRIMER COAT
AIR BARRIER
FULLY REINFORCED FLASHING
MEMBRANE, RUN 200 VERTICALLY
UP WALL, LAP OVER ROOFING
MEMBRANE
LAP SPRAY TILE FINISH
OVER FLASHING MEMBRANE
FIRST FLOOR
SECOND FLOOR
4 300
ROOF
8 600
N
TP:11 600
CONC STRUCT SLAB OVER
METAL DECK
WINDOW WALL AS
SCHED TYP
CAST IN
PLACE DRIP
CEILING AS SCHED TYP
SPRAY TILE FINISH SEE
A-201 FOR PT FINISH
WATERPROOF
MEMBRANE
VAPOR BARRIER
COURTYARD CONC.
CANOPY
ENTRY MAT
VESTIBULE
1C03
COMMONS
MEZZ
2C01
(20.420 M)
M
IN
PORTION OF
COLUMN FOOTING,
SEE STRUCTURAL
PROFESSIONAL
W A
E K
H
A
N D A L
L
I
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No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
Y
SIGNED
1 2 3 4 5 6 7 8 9 10
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1 : 50A1
WALL SECTION - COURTYARD WALKWAY
CANOPY
1 : 10C7
CANOPY - TYPICAL
1 : 5E7
ROOF - ROOF TO WALL
1 : 50A4
WALL SECTION BID OPTION 0003
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 50
1000 2000
GRAPHIC SCALE
SCALE: 1 : 10
200 400
GRAPHIC SCALE
SCALE: 1 : 5
100 200
READY-TO-ADVERTISE (RTA)
ENTRY
VESTIBULE
1C00
RECYCLING
1C02
VESTIBULE
1C03
MULTIPURPOSE
STORAGE
1C05
OT/PT
1C06
OBSERVATION
1C08
ELEVATOR
1EL1
CORRIDOR
1C29
ART
STORAGE
1C34
ART
1C35
KILN
1C36
SERVICE
CORRIDOR
1C26
JANITORIAL
1C27
MAINTENANCE
SUPPORT
1C28
GIRLS
RESTROOM
1C19
BOYS
RESTROOM
1C20 MUSIC
STORAGE
1C21
STAFF
COLLABORATION
(MUSIC/ART)
1C22
SUPPLY
ROOM
1C23
ELECTRICAL
1C25
TELECOM
1C24
RECEIVING
1C18
FIRE PUMP
1C16
MUSIC
1C17
FOOD
SERVICE
1C14
9 10 11 12 13 14 15 16
H
J
K
L
M
N
P
R
54 425
9 400 9 400 13 430 5 875 5 750 5 750 4 820
REFRIGERATOR
/ FREEZER
1C14F
FS OFFICE
1C14E
JAN
1C14A
UNISEX
RESTROOM
1C14B
STAIR 6
1ST6
LOCKER
ROOM
1C14C
DRY
STORAGE
1C14D
STAFF
COLLABORATION
1D00
CENTRAL
WORKROOM
1C13
BOS
M A
T C
H L
IN
E
B
/A -1
M A
T C
H L
IN
E
B
/A -1
M A
T C
H L
IN
E
A
/A -1
MATCHLINE
A1/A-155
STAFF
STORAGE
1D01
SCHOOL
OFFICER
1C04
A.F.F.3 000
BID OPTION 0003
AREA OF WORK
8 210
1. ALL ITEMS INDICATED ON REFLECTED
CEILING PLAN ARE SHOWN IN DESIRED
LOCATIONS. COORDINATE RELATED WORK
TO AVOID CONFLICTS AND ASSURE
COMPLIANCE WITH CONTRACT DOCUMENTS
AND THE DESIGN INTENT. ANY CONFLICTS
SHALL BE BROUGHT TO THE ATTENTION OF
THE CONTRACTING OFFICER OR
CONTRACTING OFFICER REPRESENTATIVE
BEFORE WORK PROCEEDS.
2. REFER TO SHEET A-701 THROUGH A-706 FOR
NOTES AND DIMENSIONS.
3. REFER TO SHEET A-773 FOR ROOM FINISH
SCHEDULES.
4. REFER TO MECHANICAL, ELECTRICAL, AND
FIRE PROTECTION FOR DIFFUSERS, LIGHT
FIXTURE, ALARM SPEAKER, AND OTHER
CEILING ELEMENTS.
5. REFER TO A-204 FOR EXTERIOR SOFFIT
FINISHES.
6. A.F.F (ABOVE FINISH FLOOR) REFERS TO
CORRESPONDING VIEW LEVEL.
7. PROVIDE ACCESS PANELS, WHERE
REQUIRED, FOR ACCESS TO MECHANICAL,
PLUMBING, ELECTRICAL,
TELECOMMUNICATION AND FIRE
PROTECTION EQUIPMENT AND
COMPONENTS.
NOTES:
600 X 600 TILE CONCEALED
GRID ACOUSTICAL CEILING
GYPSUM BOARD ON METAL
STUD FRAMING
LINEAR CONCEALED GRID
ACOUSTICAL CEILING
REFLECTED CEILING PLAN
LEGEND
SD
SPRINKLER HEAD (REFER
TO FP DWGS)
SMOKE DETECTOR (REFER
TO FA DWGS)
EXIT SIGN LOCATION (REFER
TO FA DWGS)
RETURN REGISTER (PAINT TO
MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
SUPPLY DIFFUSER (PAINT TO
MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
EXHAUST AIR REGISTER (PAINT
TO MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
LIGHTING FIXTURES
(SURFACED, RECESSED,
PENDANT)
EXTERIOR ALUM. PLANK SOFFIT
WOOD PLANK CEILING
Q
NEW WALL
EXISTING WALL
PROFESSIONAL
W A
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A
N D A L
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ARCHITECT
No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
Y
SIGNED
1 2 3 4 5 6 7 8 9 10
G
F
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D
C
B
A
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N O
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A W
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A K
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S
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N N
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KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
GRAPHIC SCALE
SCALE: 1:100
2000 4000
N
1 : 100A1
FIRST FLOOR REFLECTED CEILING PLAN - ZONE 1 BID OPTION 0003
BASE BID
REFERENCE
SHEET: A-152
READY-TO-ADVERTISE (RTA)
DRAFTREADING
LAB
2C02
BROADCAST
2C03
MECHANICAL
2C04
WORKROOM
2C06
STAFF
COLLABORATION
2C07
VESTIBULE
2C05
CORRIDOR
2C08
FLEX
2C10
INFORMATION
CENTER
2C09
TECH
SERVICE
CENTER
2C15
UNISEX
RESTROOM
2C14
SECONDARY
WORKROOM
2C16
ASSESSMENT
2C17
ASSESSOR
2C21
SPED
WAITING
2C20
LOCKABLE
STORAGE
2C19
UNISEX
RESTROOM
2C18
MECHANICAL
2C11
SHARED
CONFERENCE
2C12
CORRIDOR
2C13
9 10 11 12 13 14 15 16
H
J
K
L
M
N
P
R
54 425
9 400 9 400 13 430 5 875 5 750 5 750 4 820
JAN
2C14A
COMMONS
MEZZ
2C01
STAFF
COLLABORATION
2H00
A.F.F.4 200
A.F.F.3 500
BOS
STAIR 6
2ST6
ELEVATOR
2EL1
MATCHLINE
B1/A-163
M A
T C
H L
IN
E
B
/A -1
M A
T C
H L
IN
E
A
/A -1
MATCHLINE
A1/A-165
TELECOM
2C09A
PIPE CHASE
2C13A
12 320 3 350
2 330 6 010
BID OPTION 0003
AREA OF WORK
BID OPTION 0003
AREA OF WORK
4 910
1. ALL ITEMS INDICATED ON REFLECTED
CEILING PLAN ARE SHOWN IN DESIRED
LOCATIONS. COORDINATE RELATED WORK
TO AVOID CONFLICTS AND ASSURE
COMPLIANCE WITH CONTRACT DOCUMENTS
AND THE DESIGN INTENT. ANY CONFLICTS
SHALL BE BROUGHT TO THE ATTENTION OF
THE CONTRACTING OFFICER OR
CONTRACTING OFFICER REPRESENTATIVE
BEFORE WORK PROCEEDS.
2. REFER TO SHEET A-701 THROUGH A-706 FOR
NOTES AND DIMENSIONS.
3. REFER TO SHEET A-773 FOR ROOM FINISH
SCHEDULES.
4. REFER TO MECHANICAL, ELECTRICAL, AND
FIRE PROTECTION FOR DIFFUSERS, LIGHT
FIXTURE, ALARM SPEAKER, AND OTHER
CEILING ELEMENTS.
5. REFER TO A-204 FOR EXTERIOR SOFFIT
FINISHES.
6. A.F.F (ABOVE FINISH FLOOR) REFERS TO
CORRESPONDING VIEW LEVEL.
7. PROVIDE ACCESS PANELS, WHERE
REQUIRED, FOR ACCESS TO MECHANICAL,
PLUMBING, ELECTRICAL,
TELECOMMUNICATION AND FIRE
PROTECTION EQUIPMENT AND
COMPONENTS.
NOTES:
600 X 600 TILE CONCEALED
GRID ACOUSTICAL CEILING
GYPSUM BOARD ON METAL
STUD FRAMING
LINEAR CONCEALED GRID
ACOUSTICAL CEILING
REFLECTED CEILING PLAN
LEGEND
SD
SPRINKLER HEAD (REFER
TO FP DWGS)
SMOKE DETECTOR (REFER
TO FA DWGS)
EXIT SIGN LOCATION (REFER
TO FA DWGS)
RETURN REGISTER (PAINT TO
MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
SUPPLY DIFFUSER (PAINT TO
MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
EXHAUST AIR REGISTER (PAINT
TO MATCH ADJACENT CEILING
UNLESS NOTED OTHERWISE)
LIGHTING FIXTURES
(SURFACED, RECESSED,
PENDANT)
EXTERIOR ALUM. PLANK SOFFIT
WOOD PLANK CEILING
Q
NEW WALL
EXISTING WALL
PROFESSIONAL
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B
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C T
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B E
C H
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L E
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N T
A R
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C H
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IN
G W
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D
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A M
M A
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A
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B E
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1 : 100A1
SECOND FLOOR REFLECTED CEILING PLAN - ZONE 1
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
GRAPHIC SCALE
SCALE: 1:100
2000 4000
N
BID OPTION 0003
BASE BID
REFERENCE
SHEET: A-162
READY-TO-ADVERTISE (RTA)
LEGEND
ACT ACOUSTICAL CEILING TILE
AWP ACOUSTICAL WALL PANEL
CF CONCRETE, SEALED
CFT CERAMIC FLOOR TILE
CPT CARPET TILE
CT CERAMIC WALL TILE
HMF HOLLOW METAL, FACTORY PRE-FINISH
LKR LOCKER, PLASTIC
LVT LUXURY VINYL TILE
OKT OKINAWAN TILE
PT PAINT
QT QUARRY TILE
REM RECESSED ENTRY MAT
RB RUBBER COVE BASE
RF RUBBER FLOORING
SF SHEET VINYL FLOORING
SS SOLID SURFACE
TMF TATAMI MAT FLOORING
WC WALLCOVERING
WD WOOD
WW WOOD, WAX FINISH
FINISH SCHEDULE NOTES
1. SEE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS
AND FLOOR FINISH PLANS FOR FINISH LOCATIONS AND
PATTERNS.
2. MANUFACTURER AND PRODUCT NAMES IN THE
MATERIAL AND FINISH SCHEDULE ARE FOR DESIGN
PURPOSES ONLY AND ARE LISTED TO DEFINE QUALITY,
PERFORMANCE AND VISUAL APPEARANCE OF THE
DESIRED FINISH. OTHER BRANDS MAY BE USED
PROVIDED THEY MEET THE CRITERIA OF THE NOTED
FINISH FOR PERFORMANCE, DURABILITY AND
APPEARANCE AS SPECIFIED.
3. COLOR / PATTERN / STYLE NOTED ARE NOT INTENDED
TO LIMIT SELECTION OF EQUAL COLORS / PATTERN /
STYLE OF OTHER MANUFACTURERS. MANUFACTURERS
LISTED ARE LISTED TO DEFINE QUALITY,
PERFORMANCE AND USUAL APPEARANCE OF THE
DESIRED COLORS / PATTERN / STYLE.
4. ALL MEASUREMENTS TO BE FIELD VERIFIED.
5. GOVERNMENT WILL CONSIDER SUBSTITUTE MATERIALS
FOR PRODUCTS, WHICH CURRENTLY DO NOT NOTE JIS
EQUIVALENTS IN THE CONTRACT SPECIFICATIONS,
UNLESS NOTED OTHERWISE, IF THE CONTRACTOR CAN
PROVIDE IT IS EQUIVALENT OR SUPERIOR WITH
SIGNATURE CONFIRMATION FROM THE CONTRACTOR
AND MANUFACTURER. FOR SPECIFIC ITEMS THAT
REQUIRES A PRODUCT TO MEET UL OR FM STANDARDS,
AS NOTED IN THE SPECIFICATIONS, JIS EQUIVALENTS
WILL NOT BE ACCEPTED, UNLESS OTHERWISE NOTED.
THESE ITEMS INCLUDE ALL ITEMS RELATING TO FIRE
PROTECTION SYSTEMS AND LIFE SAFETY. FOR ALL
PRODUCTS AND EQUIPMENT WHICH ARE INSTALLED,
CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY OF
SYSTEMS BETWEEN U.S. AND JAPANESE SYSTEMS /
PRODUCTS. REFER TO SPECIFICATION SECTION 01 33
00 SUBMITTAL PROCEDURES FOR VARIATION
REQUIREMENTS.
6. CONTRACTOR SHALL COORDINATE SLAB DEPRESSION
LIMITS, LOCATIONS AND DEPTHS WITH ARCHITECTURAL
DRAWINGS, FLOORING MATERIALS AND INSTALLATION
METHODS PRIOR TO FORMING. THE FINAL PRODUCT
MUST COMPLY WITH ABA.
REMARKS
1. CERAMIC TILE COVED BASE TO MATCH ADJACENT TILE
WIDTH AND COLOR UNLESS NOTED OTHERWISE.
2. CERAMIC WALL TILE BACKSPLASH ABOVE COUNTER
WHERE NOTED. SEE INTERIOR ELEVATIONS FOR
LOCATION.
3. EPOXY PAINT, WHERE PAINT FINISH INDICATED, IN HIGH
HUMIDITY AREAS. SEE SPECIFICATION SECTION 09 90 00
PAINTS AND COATINGS.
4. CLEAR CONCRETE SEALER TO BE PROVIDED AT ALL
EXPOSED CONCRETE FLOORS.
5. TATAMI MAT (FLOOR MAT) LAYOUT SHALL BE QUARTER-
TURN (ICHIMATSU MOYOU) / REVERSE PATTERN.
6. EXISTING FINISHES TO REMAIN WHERE NOTED.
7. CT-1, CT-6 AT FOOD SERVICE SERVING LINE WALL ONLY.
8. PAINT ALL EXPOSED AREAS OF INTERIOR CONCRETE
STAIRS PT-1, UNLESS NOTED OTHERWISE.
CHANNELED PLANK, BY
MANUF
TRIM BY MANUF
ADJUSTIBLE TRIM
CLIP BY MANUF
HANGER WIRE, REFER TO
MANUF RECOMMENDATIONS
FOR LAYOUT
MAIN BEAM BY
MANUF
CHANNEL PANEL CLIP,
BY MANUF
WALL AS SCHED
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READY-TO-ADVERTISE (RTA)
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C H
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D e s ig n e r
A u th o r
C h e c k e r
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IN
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BID OPTION 0003 - ROOM FINISH SCHEDULE
ROOM NO. ROOM NAME FLOOR FINISH BASE WALL A WALL B WALL C WALL D CEILING FINISH REMARKS
1C00 ENTRY VESTIBULE REM-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-4 / PT-1
1C01 COMMONS - MULTIPURPOSE VCT RB-1 PT-1/OKT-1 CT-8 / PT-1 PT-1/OKT-1 PT-1 ACT-4 / PT-1
MATERIAL FINISH SCHEDULE
MATERIAL
TYPE
DESCRIPTION MANUFACTURER / SUPPLIER SIZE PATTERN / TYPE COLOR NAME / NUMBER REMARKS
ACOUSTICAL CEILING TILE
ACT-4 WOODWORKS CHANNELED PLANKS CLEAR COATING, 5900C, W8
PERFORATION, NATURAL
VARIATIONS MAPLE (NMP)
ACOUSTICAL CEILING TILE ARMSTRONG COMMERCIAL CEILING 141 MM X 2438 MM X 19 MM 24MM PRELUDE XL HEAVY DUTY
SUSPENSION; COLOR: BLACK;
FIBERGLASS INFILL PANEL 8200100
1 : 2A1
CEILING - WOOD PLANK
READY-TO-ADVERTISE (RTA)
SCHOOL GRAPHICS
SCHOOL GRAPHICS
TEMPORARY RECYCLE BIN LOCATION
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COMMONS - 1C01
B
A
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 50
1000 2000
BID OPTION 0003
BID OPTION 0003 AREA OF WORK
BID OPTION 0003 AREA OF WORK
NOTES:
1. REFER TO IG851 AND IG852 FOR SIGNAGE
TYPES.
READY-TO-ADVERTISE (RTA)
RESILIENT WALL BASE, TYP
PAINT FINISH, TYP
LEED SIGN (2C01L)
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COMMONS - 1C01
C
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 50
1000 2000
BID OPTION 0003
NOTES:
1. REFER TO IG851 AND IG852 FOR SIGNAGE
TYPES.
BID OPTION 0003 AREA OF WORK
READY-TO-ADVERTISE (RTA)
S1
OPEN
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READY-TO-ADVERTISE (RTA)
B
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1 : 50A1
CORRIDOR - 1C29
B
C
D
A
KEY PLAN
NOT TO SCALE
ZONE 1
ZONE 2
ZONE 3 ZONE 4
ZONE 5
CP
ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN
CALLOUT/ NOTES ARE IN MILLIMETERS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 50
1000 2000
BID OPTION 0003
BID OPTION 0003 AREA OF WORK
NOTES:
1. REFER TO IG851 AND IG852 FOR SIGNAGE
TYPES.
READY-TO-ADVERTISE (RTA)
SIGN SCHEDULE & SIGN TYPE NOTES
1.
2.
3.
5.
6.
7.
8.
9.
4. CONTRACTOR TO CONFIRM AND COORDINATE WITH THE
CONTRACTING OFFICER, THE FINAL LOCATION OF ALL SIGNS
PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
SIGNS WITH BRAILLE PROOFREAD PRIOR TO INSTALLATION. ANY
SIGN THAT HAS INCORRECT BRAILLE INFORMATION SHALL BE
REDONE AT THE CONTRACTOR'S EXPENSE. ALL SIGNS SHALL BE
INSTALLED CLEAR OF THE DOOR SWING. IT IS RECOMMENDED
THAT SIGNS BE PLACED ON THE RIGHT SIDE OF THE DOOR
OPENING WHEN THERE ARE DOUBLE DOORS. ENSURE ALL
PERMANENT SIGNS INSTALLED ARE MOUNTED SO THAT A
PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT
ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN
THE SWING OF A DOOR. ALL SHALL SIGNS SHALL BE INSTALLED
WITH SUFFICIENT AMOUNTS OF FASTERS/ADHESIVES (SHOWN OR
NOT SHOWN) TO ENSURE AGAINST SIGNS FROM FALLING OFF OR
BEING REMOVED FROM ANY WALL OR VERTICAL SURFACE.
ALL FASTENERS/ADHESIVES THAT ARE USED SHALL BE THE BEST
SUITED FOR INTENDED PURPOSE. THE CONTRACTOR SHALL
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS WHEN
APPLYING ANY FASTENER/ADHESIVE. SHIELDS SHALL BE
PROVIDED AS REQUIRED TO SUIT THE MOUNTING CONDITIONS.
THE DRAWINGS AND DETAILS ARE ONLY INDICATIONS OF THE
CONSTRUCTION. USE OF MATERIALS (SIZE AND THICKNESS),
SHOWN OR NOT SHOWN, SHALL ENSURE MAXIMUM STRENGTH
AND DURABILITY IN THE FINISHED PRODUCT. THE CONTRACTOR
SHALL ENSURE THAT ALL STRUCTURES, FRAMING, ETC. SHALL BE
RIGID IN SUPPORT AND CONSTRUCTION. THE CONTRACTOR
SHALL WORK TO DIMENSIONS SHOWN OR APPROVED ON SHOP
DRAWINGS AND USE PROVEN DETAILS FOR FABRICATION AND
SUPPORT.
ALL EXTERIOR SIGNAGE SHOULD BE OF ONE-PIECE, SEAMLESS
CONSTRUCTION OF INTEGRAL COLOR MATERIAL RATED FOR
EXTERIOR USE.
FINAL COPY FOR SIGNS AS SHOWN OR LISTED ON THE
DRAWINGS ARE SUBJECT TO CHANGE. THE CONTRACTOR
SHOULD REQUEST A FINAL LISTING PRIOR TO FABRICATING ANY
SIGN FROM THE CONTRACTING OFFICER.
THE FACE LAYOUTS AS SHOWN ON THE DRAWINGS ARE ONLY A
REPRESENTATION OF THE ACTUAL FINISHED LAYOUTS.
CONTRACTOR TO OBTAIN GRAPHIC ILLUSTRATIONS FROM
CONTRACTING OFFICER. CONTRACTOR SHALL INFORM THE
CONTRACTING OFFICER IF THERE ARE ANY DISCREPANCIES
WITH THE SPECIFIED SIZE OF COPY. THE CONTRACTING OFFICER
RESERVES THE RIGHT TO MAKE ADJUSTMENTS AS REQUIRED TO
ENSURE PROPER READABILITY AND LEGIBILITY OF ALL SIGNS.
CONTRACTOR TO CONFIRM AND COORDINATE WITH THE
CONTRACTING OFFICER THE BUILDING AND ROOM NUMBERS
AND ROOM NAMES PRIOR TO SIGN FABRICATION.
ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY. ANY
DEFECTS OR POOR WORKMANSHIP SHALL BE REJECTED AND
THE CONTRACTOR SHALL REDO ANY WORK THAT IS REJECTED
AT NO ADDITIONAL COST.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND
DIMENSIONS IN THE FIELD AND BRING ALL DISCREPANCIES TO
THE CONTRACTING OFFICER'S ATTENTION IMMEDIATELY FOR
CLARIFICATION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO INFORM THE CONTRACTING OFFICER OF
ANY DISCREPANCIES OR PROBLEMS.
A1 1G613
SIGN TYPES S1 & S2
SCALE: 1:20
MATERIAL:
VINYL ADHESIVE WALL MURAL
PRINTED COLOR:
DIRECT PRINT GRAPHIC ILLUSTRATION ON SECOND SURFACE
COLOR NOTE:
PMS: PANTONE MATCHING SYSTEM
TYPE:S1 TYPE:S2
2 900
6 165
PROFESSIONAL
W A
E K
H
A
N D A L
L
I
A
ARCHITECT
No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
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SIGNED
1 2 3 4 5 6 7 8 9 10
G
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D
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B
A
H O
N O
L U
L U
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A W
A
II
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A K
A L O
A S
T R
E E
T S
U
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D E
S
IG
N P
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T N
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C O
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A T
E D
S
IZ
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F
IL
E N
A M
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D A
T E
S O
L
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A
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N N
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C O
N T
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N O
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A W
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M A
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D E
S C
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O R
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O F
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IN
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J A
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D R
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C H
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S U
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IF
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IF
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A
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A
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IG851
READY-TO-ADVERTISE (RTA)
B
ID
O P
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IO
N
W A
L L
G R
A P
H
IC
S
S
IG
N A
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S C
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D U
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A N
D S
IG
N
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P E
S
C A
M P
M c T
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U S
O
K
IN
A W
A
J A
P A
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A
F Y
D o
D E
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C
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P R
O J E
C T
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B E
C H
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L E
L E
M E
N T
A R
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C H
O O
L
K E
L L
IN
G W
O O
D
J H
A M
M A
N
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U M
ID
A
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IN
G W
O O
D
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B E
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A A
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H V
.r v t
BID OPTION 0003
READY-TO-ADVERTISE (RTA)
SIGN SCHEDULE & SIGN TYPE NOTES
1.
2.
3.
5.
6.
7.
8.
9.
4.
A1 1G614
SIGN TYPE S
SCALE: 1:20
MATERIAL:
VINYL ADHESIVE WALL MURAL
PRINTED COLOR:
DIRECT PRINT GRAPHIC ILLUSTRATION ON SECOND SURFACE
COLOR NOTE:
PMS: PANTONE MATCHING SYSTEM
TYPE:S3 TYPE:S4
CUT-OUT FOR WINDOW
AS SCHEDULED
SURFACE MOUNTED LOW-E
MATERIAL SWATCHES THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
SIGNS WITH BRAILLE PROOFREAD PRIOR TO INSTALLATION. ANY
SIGN THAT HAS INCORRECT BRAILLE INFORMATION SHALL BE
REDONE AT THE CONTRACTOR'S EXPENSE. ALL SIGNS SHALL BE
INSTALLED CLEAR OF THE DOOR SWING. IT IS RECOMMENDED
THAT SIGNS BE PLACED ON THE RIGHT SIDE OF THE DOOR
OPENING WHEN THERE ARE DOUBLE DOORS. ENSURE ALL
PERMANENT SIGNS INSTALLED ARE MOUNTED SO THAT A PERSON
MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT
ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE
SWING OF A DOOR. ALL SHALL SIGNS SHALL BE INSTALLED WITH
SUFFICIENT AMOUNTS OF FASTERS/ADHESIVES (SHOWN OR NOT
SHOWN) TO ENSURE AGAINST SIGNS FROM FALLING OFF OR BEING
REMOVED FROM ANY WALL OR VERTICAL SURFACE.
CONTRACTOR TO CONFIRM AND COORDINATE WITH THE
CONTRACTING OFFICER, THE FINAL LOCATION OF ALL SIGNS
PRIOR TO INSTALLATION.
ALL FASTENERS/ADHESIVES THAT ARE USED SHALL BE THE BEST
SUITED FOR INTENDED PURPOSE. THE CONTRACTOR SHALL
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS WHEN
APPLYING ANY FASTENER/ADHESIVE. SHIELDS SHALL BE
PROVIDED AS REQUIRED TO SUIT THE MOUNTING CONDITIONS.
THE DRAWINGS AND DETAILS ARE ONLY INDICATIONS OF THE
CONSTRUCTION. USE OF MATERIALS (SIZE AND THICKNESS),
SHOWN OR NOT SHOWN, SHALL ENSURE MAXIMUM STRENGTH
AND DURABILITY IN THE FINISHED PRODUCT. THE CONTRACTOR
SHALL ENSURE THAT ALL STRUCTURES, FRAMING, ETC. SHALL BE
RIGID IN SUPPORT AND CONSTRUCTION. THE CONTRACTOR SHALL
WORK TO DIMENSIONS SHOWN OR APPROVED ON SHOP
DRAWINGS AND USE PROVEN DETAILS FOR FABRICATION AND
SUPPORT.
ALL EXTERIOR SIGNAGE SHOULD BE OF ONE-PIECE, SEAMLESS
CONSTRUCTION OF INTEGRAL COLOR MATERIAL RATED FOR
EXTERIOR USE.
FINAL COPY FOR SIGNS AS SHOWN OR LISTED ON THE DRAWINGS
ARE SUBJECT TO CHANGE. THE CONTRACTOR SHOULD REQUEST
A FINAL LISTING PRIOR TO FABRICATING ANY SIGN FROM THE
CONTRACTING OFFICER.
THE FACE LAYOUTS AS SHOWN ON THE DRAWINGS ARE ONLY A
REPRESENTATION OF THE ACTUAL FINISHED LAYOUTS.
CONTRACTOR TO OBTAIN GRAPHIC ILLUSTRATIONS FROM
CONTRACTING OFFICER. CONTRACTOR SHALL INFORM THE
CONTRACTING OFFICER IF THERE ARE ANY DISCREPANCIES WITH
THE SPECIFIED SIZE OF COPY. THE CONTRACTING OFFICER
RESERVES THE RIGHT TO MAKE ADJUSTMENTS AS REQUIRED TO
ENSURE PROPER READABILITY AND LEGIBILITY OF ALL SIGNS.
CONTRACTOR TO CONFIRM AND COORDINATE WITH THE
CONTRACTING OFFICER THE BUILDING AND ROOM NUMBERS AND
ROOM NAMES PRIOR TO SIGN FABRICATION.
ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY. ANY
DEFECTS OR POOR WORKMANSHIP SHALL BE REJECTED AND THE
CONTRACTOR SHALL REDO ANY WORK THAT IS REJECTED AT NO
ADDITIONAL COST.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND
DIMENSIONS IN THE FIELD AND BRING ALL DISCREPANCIES TO
THE CONTRACTING OFFICER'S ATTENTION IMMEDIATELY FOR
CLARIFICATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO INFORM THE CONTRACTING OFFICER OF ANY DISCREPANCIES
OR PROBLEMS.
(20'-2" x 9'-10"")
PROFESSIONAL
W A
E K
H
A
N D A L
L
I
A
ARCHITECT
No. 9075
I I , U .
S
II
O
LICENSED
E L L ING W
O D
★ ★ SHEET ID
D E
S
IG
N E
D B
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SIGNED
1 2 3 4 5 6 7 8 9 10
G
F
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D
C
B
A
H O
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A W
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1 2 7 8 9 12 13 14 15 16
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MECHANICAL
STORAGE
AUX GYM
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VEST
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VEST
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STUDIO (K1)
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1B03
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TOILET
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CORRIDOR
1A09
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1A03
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ROOM
1A04
CLERICAL AREA
1A01
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1A00
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1B08
STUDIO (K5)
1B07
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PSCD
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1D06
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1D03
STUDIO (1H)
1D02
STAFF
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1D00
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1C06
CENTRAL
WORKROOM
1C13
STAIR
1ST5
CORRIDOR
1C29
OBSERVATION
1C08
MULTIPURPOSE
STORAGE
1C05
VESTIBULE
1C03
ART STORAGE
1C34
ART
1C35
SERVICE
CORRIDOR
1C26
JANITORIAL
1C27
MAINTENANCE
SUPPORT
1C28
KILN
1C36
GIRLS
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1C19
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1C20
MUSIC
STORAGE
1C21
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(MUSIC/ART)
1C22
SUPPLY ROOM
1C23
TELECOM
1C24
ELECTRICAL
1C25
RECEIVING
1C18
FIRE PUMP
1C16
LOCKER ROOM
1C14C
STAIR 6
1ST6
UNISEX
RESTROOM
1C14B
JAN
1C14A
FS OFFICE
1C14E
MUSIC
1C17
DRY STORAGE
1C14D
STUDIO (1F)
1D07
GROUP
LEARNING
1D23 ONE TO ONE
1D22
STUDIO (1E)
1D08
STUDIO (1D)
1D09
STUDIO (1C)
1D10
STUDIO (1B)
1D11
LEARNING HUB
(1)
1D21
STUDIO (1A)
1D12
VESTIBULE
1D14
TELECOM
1D15
GROUP
LEARNING
1D17
MAIN
ELECTRICAL
1D16
LEARNING
STUDIO
1D18
GROUP
LEARNING
1D20
ONE TO ONE
1D19
VESTIBULE
1C38
TOILET
1B07A
TOILET
1B08A
VESTIBULE
1C38
ELEVATOR
1EL1
CORRIDOR
1C29
RECYCLING
1C02
STUDIO (K4)
1B01
STAIR 2
1ST2
WORK/COPY
ROOM
1A05
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1A06
STORAGE
1A15
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1A16
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EL835
A1 A1
EL846
EL845
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LICENSED
PROFESSIONAL
ENGINEER
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GRAPHIC SCALE
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ENTRY
VESTIBULE
1C00
FOOD SERVICE
1C14
REFRIGERATOR /
FREEZER
1C14F
FS OFFICE
1C14E
UNISEX
RESTROOM
1C14B
STAIR 6
1ST6
FIRE PUMP
1C16
LOCKER ROOM
1C14C
RECEIVING
1C18
SUPPLY ROOM
1C23
TELECOM
1C24
ELECTRICAL
1C25
MAINTENANCE
SUPPORT
1C28
ART
1C35
SERVICE
CORRIDOR
1C26
CORRIDOR
1C29
STAFF
COLLABORATION
1D00
OT/PT
1C06
OBSERVATION
1C08
MULTIPURPOSE
STORAGE
1C05
VESTIBULE
1C03
RAISED
PLATFORM
1C01A
COMMONS -
MULTIPURPOSE
1C01
MUSIC
1C17
BOYS RESTROOM
1C20
GIRLS
RESTROOM
1C19
JAN
1C14A
JANITORIAL
1C27
STAFF
COLLABORATION
(MUSIC/ART)
1C22
MUSIC STORAGE
1C21
/A1 EL835
MATCHLINE
STAFF STORAGE
1D01
5 7 5 5 7 5 5 7 5
57 7 5
3 1 1
1 3
DRY STORAGE
1C14D
6 6
8 6 6 8 6
66866
8 6
1 1 1
3 111
1 3
6 6 8 612
4CL1A - 6,8,9,10,11,12
5 5 7 5 5
75557
4CL1A - 1,3
141614
14 14 16
SCHOOL OFFICER
1C04
A
E
L
M A
T C
H L
IN
E
MOUNT CENTER AT
3200MM +AFF
1 1 3 3 1
11113
1 1 3 1 3
3000MM
+AFF, TYP
KILN
1C36
ELEVATOR
1EL1
ART STORAGE
1C34CENTRAL
WORKROOM
1C13
JAN
1D25
TYP.
M
TYP.
ME
TYP.
BE
TYP.
B
TYP.
U
BE
TYP.
G
TYP.
GE
TYP.
C
TYP.
CE
TYP.
G
TYP.
GE
ME
TYP.
M
ME
TYP.
AE
TYP.
A
TYP.
M
TYP.ME
TYP.
G
TYP.
G
TYP.
GE
TYP.
GE
ME ME
M
TYP.G
GE
TYP.
AE
TYP.
A
TYP.DE
TYP.
D
DE
TYP.DE
TYP.DTYP.A
TYP.AE
GE
G
AE
A
REC…
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