This document provides plans and details for the modernization of four permanent buildings and site modifications at Del Mar Heights School in Del Mar, California to improve accessibility. The modernization work includes new mechanical, lighting, data and signal systems, new finishes, partitions and doors, new casework, and modernized plumbing and power systems. The document includes demolition plans, floor plans, roof plans, elevations, sections, schedules and details necessary to communicate the scope and design of the modernization project to contractors and stakeholders.

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PHOTO
VIEW OF BUILDING 'B'
ABBREVIATIONS
¢ DIAMETER
& AND
F.B. FIRE BLANKET
F.D. FLOOR DRAIN
PB
PERF.
<L CENTERLINE
fl POUND OR NUMBER
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
PL.
PLAST.
PLYWD.
A.B. ANCHOR BOLT F.F. FINISH FLOOR PR.
ABV. ABOVE F.F.E. FINISH FLOOR ELEVATION PROJ.
ACOUST. ACOUSTICAL
A.C. ASPHALT CONCRETE
FIN. FINISH
FLASH'G FLASHING
P.T.D.F.
A.C.T. ACOUSTIC TILE FLR. FLOOR
ADJ. ADJUSTIBLE F.O.C. FACE OF CONCRETE R OR RAD
A.F.F. ABOVE FINISH FLOOR F.0.F. FACE OF FINISH R.D.
A.F.G. ABOVE FINISH GRADE F.O.M. FACE OF MASONRY REF.
ALUM. ALUMINUM
ARCH. ARCHITECTIJRAL
F.O.S. FACE OF STIJD
FRAM'G FRAMING
REINF.
REQ.
ASSEM. ASSEMBLY FRP FIBERGLASS REINFORCED POLYESTER RETAIN'G
FT. FOOT OR FEET RET.
BD. BOARD FTG. FOOTING RF.
BLDG BUILDING
BLKG. BLOCKING
F.V. FIELD VERIFY RM.
ROOF'G
BM. BEAM GA. GAUGE s.c.
BOT. BOTTOM GALV. GALVANIZED SCHED.
CAB. CABINET
C.B. CATCH BASIN
C.I.P. CAST IN PLACE
C.J. CONTROL JOINT
C.L. CHAIN LINK
CLG. CEILING
G.I. GALVANIZED IRON
GL. GLASS
GLB. GLU-LAM BEAM
GOVN'T GOVERNMENT
GYP. BD. GYPSUM BOARD
SHT'G
SHT.
SIM.
SQ.
STD.
STL.
CLR. CLEAR STOR.
CMU CONCRETE MASONRY UNIT H.C. HANDICAPPED STRUCT.
c.o. CLEAN OUT H.D. HOLD DOWN SUSP.
COL. COLUMN HDv.R. HARDWARE
CONC. CONCRETE HDR. HEADER T.A.
CONSTR. CONSTRUCTION HGR. HANGER T&B
CONT. CONTINUOUS HORIZ. HORIZONTAL TEL.
CORR. CORRIDOR H.M. HOLLOW METAL TEMP.
C.T. CERAMIC TILE HR. HOUR T.0.
CTR. COUNTER HT. HEIGHT T.W.
DBL DOUBLE TYP.
DF. DOUGLAS FIR
D.F. DRINKING FOUNTAIN INSUL. INSULATION U.N.O.
DFCI DISTRICT FURNISHED, INT. INTERIOR U.0.N.
CONTRACTOR INSTALL V.C.T
DG DECOMPOSED GRANITE
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
DR. DOOR
JT. JOINT
JST. JOIST
LAM. LAMINATE
LAV. LAVATORY
LT. LIGHT
VERT.
W/
w.c.
WD.
W.J.
W.P.
D.S. DOWN SPOUT MFR. MANUFACTIJRER W.R.
DWG DRAWING MATR'L MATERIAL WT.
(E) EXISTING
EA EACH
E.J. EXPANSION JOINT
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
W.W.F.
(E)
ELECT. ELECTRICAL
ELEV. ELEVATION •
ENCL. ENCLOSURE
MIN. MINIMUM
MIN MINUTE
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
EQ. EQUAL M.R. MOISTIJRE RESISTANT
EQUIP. EQUIPMENT MTL. METAL
EX. EXISTING (N} NEW
EXT. EXTERIOR N.I.C. NOT IN CONTRACT
NO. OR # NUMBER
N.T.S. NOT TO SCALE
0/ OVER
o.c. ON CENTER
OPN'G OPENING
OPP. OPPOSITE
DEL MAR HEIGHTS SCHOOL - MODERNIZATION
PULL BOX
PERFORATED
PLATE OR PLASTIC
PLASTER
PLYWOOD
PAIR
PROJECTION
PRESSURE TREATED
DOUGLAS FIR
RADIUS
ROOF DRAIN
REFRIGERATOR OR REFLECTED
REINFORCED OR REINFORCEMENT
REQUIRED
RETAINING
RETAINING
ROOF
ROOM
ROOFING
SOLID CORE
SCHEDULE
SHEATHING
SHEET
SIMILAR
SQUARE
STANDARD
STEEL
STORAGE
STRUCTIJRAL
SUSPENDED
TOILET ACCESSORY
TOP & BOTTOM
TELEPHONE
TEMPERED
TOP OF
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
VINYL COMPOSITION TILE
VERTICAL
WITH
WATERCLOSET
WOOD
WEAKENED JOINT
WATERPROOF
WATER RESISTANT
WEIGHT
WELDED WIRE FABRIC
EXISTING
FIELD VERIFY ALL (E) ITEMS
13555 BOQUITA DR., DELMAR, CA 92014
BID SET
LEGEND SHEET INDEX
---- PROPERTY LINE
__JB/ NEW OR FINISHED CONTOURS
___JY,,
,,
EXISTING CONTOURS
INDICATES
)SLOPE
GD
SLOPING SURFACE
,---DETAIL NUMBER
--SHEET DETAIL APPEARS ON
--SECTION NUMBER
4)t--SHEET SECTION APPEARS ON
@
0
�'; !-'.� .I
-
DOOR NUMBER
WINDOW NUMBER
CONCRETE
SOIL
CONCRETE MASONRY UNIT
PLYWOOD
II ti STEEL
1:;...--:--::1 WD. BLOCKING
l><I WD. CONT. MEMBER
iiiiWiiPiiiiR nnm TlLE
CARPET
GYP. BD.
"T""i, .�
PLASTER OR STIJCCO
WORK POINT
'r
CONNECTION POINT
DATUM POIN OR CONTROL POINT
<----INTERIOR ELEVATION
3
102 ROOM NUMBER
oo NEW CONSTRUCTION
�
FINISH MATERIAL TO ALIGN
� KEY NOTE
0 WALL TYPE
& SIGN TYPE
•
PROJECT DATA
SUMMARY:
MODERNIZATION OF FOUR PERMANENT
BUILDINGS AND SITE MODIFICATIONS FOR
ACCESSIBILITY. WORK INCLUDES NEW
MECHANICAL, LIGHTING, DATA AND SIGNAL
SYSTEMS; NEW FINISHES; NEW PARTITIONS
AND DOORS; NEW CASEWORK; NEW AND
MODERNIZED PLUMBING; NEW AND
MODERNIZED POWER.
CODE INFORMATION PER SHEET T1.1
ACCESSIBILITY SIGNAGE PER SHEET T1.1
ACCESSIBILITY INFORMATION PER SHEET T1.2
TITLE SHEET
GENERAL NOTES, CODE ANALYSIS & SIGNAGE
L:=.��,..-,r-
'-;
A
�
CESS COMPLIANCE NOTES FINISH NOTES
GENERAL STRUCTURAL NOTES
�;>�A�1.�0:::::::::;::::�?Sl�TE�D�E�M:)O(.)LI ON PLAN
A1.1 SITE PLAN
A1.2 SITE ELEVATION PLAN
A1.3 ENLARGED SITE PLAN
A 4 SI DETAI S
....____,
UILDING 'A' DEMOLITION PLAN-v-......._,,,-..,,-,
.W�<,-:-,,-----�BUILDING 'A' REFLECTED CEILING DEMO PLAN
�P.';;;::::::::::::�BUILDING 'B' DEMOLITION PLAN
,._,.--1 . •1 BUILDING 'B' REFLECTED CEILING DEMO PLAN
BUILDING 'C' DEMOLITION PLAN
. 1 UILDING 'C' REFLECTED CEILING DEMO PLAN
UILDING 'D' DEMOLITION PLAN
.3 1 UILDING 'D' REFLECTED CEILING DEMO PLAN
.4 BUILDING 'A' FLOOR & ENLARGED PLANS'-.,..._,.
A2.5 BUILDING 'B' FLOOR & ENLARGED PLANS
A2.6 BUILDING 'c' FLOOR & ENLARGED PLANS
A2.7 BUILDING 'D' FLOOR & ENLARGED PLANS
A2.8 BUILDING 'A' ROOF PLAN
A2.9 BUILDING 'B' ROOF PLAN
A2.10 BUILDING 'c' ROOF PLAN
A2.11 BUILDING 'D' ROOF PLAN
A3.0 EXTERIOR ELEVATIONS
A3.1 EXTERIOR ELEVATIONS
A4.0 BUILDING SECTIONS
A4.1 BUILDING SECTION
A5.0 WALL SECTIONS
L�A �H-,,-.,,.--v-
���
YPES & DETAILS
. DETAILS
DO SCHEDULE
A7.1 WINDOW SCHEDULE / FINISH SCHEDULE
A7.2 NOT USED
A7.3 DOOR & WINDOW DETAILS
P-3.0
P-3.1
P-3.2
P-3.3
P-4.0
P-4.1
P-4.2
P-4.3
P-5.0
P-5.1
P-5.2
P-5.3
E1.0
E1.1
E1.2
E1.3
E2.0
E3.0
E3.1
E3.2
E3.3
E4.0
E4.1
E4.2
E4.3
E5.0
E5.1
E5.2
E5.3
E6.0
E6.1
E6.2
E6.3
E6.4
E6.5
E6.6
E7.0
7
PLUMBING DEMOLITION FLOOR PLAN, BUILOING-B
PLUMBING MODERNIZATION FLOOR PLAN, BUILDING-B
PLUMBING MODERNIZATION ROOF PLAN, BUILDING-B
ENLARDED PLUMBING PLAN, BUILDING-B
PLUMBING DEMOLITION FLOOR PLAN, BUILDING-C
PLUMBING MODERNIZATION FLOOR PLAN, BUILDING-C
PLUMBING MODERNIZATION ROOF PLAN, BUILDING-C
ENLARDED PLUMBING PLAN, BUILDING-C
PLUMBING DEMOLITION FLOOR PLAN, BUILDING-D
PLUMBING MODERNIZATION FLOOR PLAN, BUILDING-D
PLUMBING MODERNIZATION ROOF PLAN, BUILDING-D
ENLARDED PLUMBING PLAN, BUILDING-D
ELECTRICAL LEGEND, LIGHTING FIXTURE
SCHEDULE, GENERAL NOTES, ABBREVIATIONS
TITLE 24 CALIFORNIA CODE OF REGULATIONS
LIGHTING CALCULATIONS
SINGLE LINE DIAGRAM - EXISTING CONDITIONS
EXISTING ELECTRICAL ROOM FLOOR PLANS
SINGLE LINE DIAGRAM - NEW WORK
SITE PLAN - ELECTRICAL
'A' BUILDING LIGHTING FLOOR PLAN - DEMO & NEW WORK
'B' BUILDING LIGHTING FLOOR PLAN - DEMO & NEW WORK
'C' BUILDING LIGHTING FLOOR PLAN - DEMO & NEW WORK
'D' BUILDING LIGHTING FLOOR PLAN - DEMO & NEW WORK
'A' BUILDING POWER & SIGNAL FLOOR PLAN - DEMO & NEW WORK
'B' BUILDING POWER & SIGNAL FLOOR PLAN - DEMO & NEW WORK
'C' BUILDING POWER & SIGNAL FLOOR PLAN - DEMO & NEW WORK
'D' BUILDING POWER & SIGNAL FLOOR PLAN - DEMO & NEW WORK
'A' BUILDING ROOF PLAN
'B' BUILDING ROOF PLAN
'C' BUILDING ROOF PLAN
'D' BUILDING ROOF PLAN
'A' BUILDING FIRE ALARM FLOOR PLAN DEMO & NEW WORK
'B' BUILDING FIRE ALARM FLOOR PLAN - DEMO Ile NEW WORK
'C' BUILDING FIRE ALARM FLOOR PLAN - DEMO Ile NEW WORK
'D' BUILDING FIRE ALARM FLOOR PLAN - DEMO Ile NEW WORK
FIRE ALARM SYSTEM - LEGEND, NOTES, DETAILS
FIRE ALARM SYSTEM - BATERY CALCULATIONS
FIRE ALARM SYSTEM - SINGLE LINE DIAGRAM
PANEL SCHEDULES
P NE SCH DULES,,--,/--..,
A8.0 BUILDING 'A' INTERIOR ELEVATIONS, MOUNTING
HEIGHTS AND· PAfflAL EXTERIOR ELEVATION & LEGEND AND GENERAL NOTES
SITE PLAN - DATA/TECHNOLOGY
SITE DETAILS
A8.1 BUILDINGS 'A' & B INTERIOR ELEVATIONS
A A UILDINGS 'C' & 'D' INTERIOR ELEVATI
�
N
.3 YPICAL CLASSROOM IN_TERIOR ELEVATIONS
-�-_.,,...,�--
A9.0 BUILDING 'A' REFLECTEf;l CEILING PLAN
A9.1 BUILDING 'B' REFLECTED CEILING PLAN
A9.2 BUILDING 'C' REFLECTED CEILING PLAN
A9.3 BUILDING 'D' REFLECTED CEILING PLAN
A10.0
A10.1
A10.2
A10.4
CEILING DETAILS
SUSPENDED CEILING NOTES
DETAILS
D TAILS
S1.0 FRAMING·; FOUNDATION PLANS
M-1.0
M-1.1
M-2.0
M-2.1
M-2.2
M-3.0
M-3.1
M-3.2
M-4.0
M-4.1
M-5.0
M-5.1
M-5.2
M-6.0
M-6.1
M-6.2
MECHANICAL EQUIPMENT SCHEDULE, LEGEND & NOTES
MECHANICAL SITE DEMO PLAN
MECHANICAL DEMOLITION FLOOR PLAN, BUILDING-A
MECHANICAL MODERNIZATION FLOOR PLAN, BUILDING-A
MECHANICAL MODERNIZATION ROOF PLAN , BUILDING-A
MECHANICAL DEMOLITION FLOOR PLAN, BUILDING-B
MECHANICAL MODERNIZATION FLOOR PLAN, BUILDING-B
MECHANICAL MODERNIZATION ROOF PLAN , BUILDING-B
MECHANICAL DEMOLITION FLOOR PLAN, BUILDING-C
�tB���IB�l: �es�ENlo�Tl
�titk
0
i9&rf.L
��1i$1ij�r; PLAN. BUILDING-C
MECHANICAL MODERNIZATION FLOOR PLAN, BUILDING-D
MECHANICAL MODERNIZATION ROOF PLAN , BUIL-OING-D
MECHANICAL DETAILS
P-1.2
f'-1.
MECHANICAL CONTROL .SYSTEM, PART-1
MECHANICAL CONTROL SYSTEM, PART-2
GAS RISER DIAGRAM
P-
P-2.1
P-2.2
P-2.3
PLUMBING FIXTURE SCHEDULE
LUMBING DEMOLITl
�
ITE PLAN
P UMBING SITE PLA
LUMBING DEMOLITI FLOOR PLAN, BUILDING-A
PLUMBING MODERNIZATION FLOOR PLAN, BUILDING-A
PLUMBING MODERNIZATION ROOF PLAN, BUILDING-A
ENLARDED PLUMBING PLAN, BUILDING-A
DIRECTORY
CLIENT
DEL MAR UNION SCHOOL DISTRICT
225 9TH STREET
DEL MAR, CA 92014
TOM BISHOP, SUPERINTENDENT
KATHY TANNER, BUSINESS MANAGER/FACILITIES
PLANNING
GAIL RYAN, PRINCIPAL
ARCHITECT
ROESLING NAKAMURA ARCHITECTS, INC.
(RNP)
363 FIFTH AVENUE, SUITE 202
SAN DIEGO, CA 92101-6965
DAN STEWART/JOHN MCKINLEY
619-233-1023 Fax 619-233-0016
Email: stewart@rnparch.com
ELECTRICAL
SEMENZA ENGINEERING
11526 SORRENTO VALLEY ROAD, SUITE. H
SAN DIEGO, CA 92121
REN SEMENZA, RICH DAVIS
619-792-8581 FAX: 619-792-8584
Email: rdavis@occess1.net
MECHANICAL
ENGINEERING GROUP
4760 MURPHY CANYON ROAD, #203
SAN DIEGO, CA 92123
MEDHI NEGAHBAN
858-292-7894 FAX: 858-279-1259
STRUCTURAL
STEDMAN & DYSON
3838 CAMINO DEL RIO NORTH, STE. 110
SAN DIEGO, CA 92108-1741
TAMARA ALLEN
619-297-2223 FAX: 619-297-4913
Email: tamaraa@stedman-dyson.com
ELECTRONIC
STANDARD ELECTRONICS
2830 VIA ORANGE WAY
SAN DIEGO, CA 91978
BOB MCCLURE
619-670-2332 FAX: 619-670-1811
DATA/TECHNOLOGY
JOHNSON CONSULTING ENGINEERS
2875 BROOKPRINTER PLACE
POWAY, CA 92064
JOHN FRISBIE, PROJECT ENGINEER
858-679-4030 FAX: 858-513-0559
.
D1.2
D2.1
D2.2
D2.3
D2.4
D3.1
D3.2
D3.3
BLDG. 'A' FLOOR PLAN - DATA/,TECHNOLOGY
BLDG. 'B' FLOOR PLAN - DATA/TECHNOLOGY
BLDG. 'C' FLOOR PLAN - DATA/TECHNOLOGY
BLDG. 'D' FLOOR PLAN - DATA/TECHNOLOGY
DATA RISER DIAGRAM AND DGTAILS
DETAILS
TELEVISION RISER DIAGRAM AND DETAILS
UST OF 1999 CALIFORNIA CODE OF REGULATIONS
APPLICABLE CODES AS OF JULY 1, 1999
1998 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
1998 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
.,
(1997 UNIFORM BUILDING CODE VOLUMES 1-3 AND 1998 CALIFORNIA AMENDMENTS)
1998 CALIFORNIA ELECTRICAL CODE (CEC), PART, TITLE 24 C.C.R.
(1996) NATIONAL ELECTRICAL CODE AND 1998 CALIFORNIA AMENDMENTS)
1998 MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.
(1997) UNIFORM MECHANICAL CODE ANp 1998 CALIFORNIA AMENDMENTS)
1998 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.
(1997 UNIFORM PLUMBING CODE AND 1998 CALIFORNIA AMENDMENTS)
1998 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.
(1997 UNtFORM FIRE CODE AND 1998 CALIFORNIA AMENDMENTS)
1998 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R.
1990 TITLE 19 ·c.c:R., PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS
PARTIAL UST OF APPLICABLE STANDARDS
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS
NFPA 14 STANDPIPE SYSTEMS
NFPA 17A WET CHEMICAL SYSTEMS
NFPA 24 PRIVATE FIRE MAINS
NFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED)
(NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")
NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS
REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC (SFM) 3504.1
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1996 EDITION
1996 EDITION
1994 EDITION
1996 EDITION
1996 EDITION
1984 EDITION
1994 EDITION
PROJECT 8nEl NORTH
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lloeoling Nakamura
Ardlllects, Inc.
363 Fifth A10nue
Sao Dieao, California
92101
(619) 233-W23
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IDENTIF'ICATION STAMP
DIV, Of THE STATE ARCHITECT
omCE OF R£GUlATION SE""1CES
IAPPL N' 101466 I
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Job No 99150
Date 5/22/00
Drawn DS/W
T1.0
Sheet
.'

3. ACCESS COMPLIANCE NOTES
WALKS AND SIDEWALKS
1. CONTINUOUS SURFACE: WALKS AND SIDEWALKS SUBJECT TO THESE
REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED
BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AT 1: 2 MAX. SLOPE
AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. SURFACES SHALL BE SLIP
RESISTANT AS FOLLOWS: (SECTION 1133B. 7.1)
1.1 SLOPES LESS THAN 6 PERCENT: SURFACES WITH A SLOPE OF LESS THAN 6
PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS DESCRIBED FOR A
MEDIUM SALTED FINISH.
1.2 SLOPES 6 PERCENT OR GREATER: SURFACES WITH A SLOPE OF 6 PERCENT
GRADIENT SHALL BE SLIP-RESISTANT.
1.3 SURFACE CROSS SLOPES: SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4
INCH PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL
CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE SHALL
BE INCREASED TO A MAXIMUM OF 1/2 INCH PER FOOT FOR DISTANCES NOT TO
EXCEED 20 FEET.
2. GRATINGS: WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF
GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY
OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 INCH (13
MM) IN THE DIRECTION OF TRAFFIC FLOW. (SECTION 1133B.7.2)
3. CHANGES IN LEVEL: ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE
ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY
SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE
VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY
THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. (SECTION
1133B.7.4)
4. WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR
SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A
VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNDATIONS LOCATED IN OR
ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE
IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK
OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A
GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL
IS PROVIDED CENTERED 3 INCHES PLUS OR MINUS 1 INCH ABOVE THE SURFACE OF
THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO
ADJACENT HAZARD EXISTS. (SECTION 1133B.8.1)
DOORS & HARDWARE
1. ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXIT DOORS TO BUILDINGS AND
FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES.
DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR
OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE
OPPOSITE STOP. (CBC SECTION 1133B.1.1.1.1)
2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30
INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT
ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE
WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH- PULL
ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS
SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (CBC SECTION 1003.3.1.9)
3. PANIC HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF U.B.C. STANDARD
10-4. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS
THAN 30 INCHES OR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING
FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF
EXIT TRAVEL. (CBC SECTION 1003.3.1.9)
4. WIDTH AND HEIGHTS: EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS
TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND
NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS,
EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL
BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN
32 INCHES. (CBC SECTION 1003.3.1.3)
5. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR
POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. WHERE A
PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL MEET THIS
OPENING REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED
ENTRANCE FOR THE PERSONS WITH DISABILITIES.
6. A SINGLE LEAF OF AN EXIT DOOR SHALL NOT EXCEED 4 FEET IN WIDTH.
(CBC SECTION 1003.3.1.4)
7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR
EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH
EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER
PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC
DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE
DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED NOT TO EXCEED 15 POUNDS. (CBC SECTION 1133B.2.5)
8. DOOR CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT
AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO
ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING
A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A
10-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR,
WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST
WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (CBC SECTION 1133B.2.6)
9. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, 1: 2 MAX. SLOPE.
(CBC SECTION 1133B.2.4.1)
SANITARY FACILITIES IDENTIFICATION
1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN
EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX
POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A
CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER. UNISEX SANITARY FACILITIES
SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK, 12 INCHES IN DIAMETER WITH A
1/4 INCH THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH
DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A
HEIGHT OF 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY
DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. PROVIDE BRAILLE SIGNAGE
PER SEC 1117B.5.2 (WALL SIGNAGE) IN ADDITION TO DOOR SIGNAGE.
SEE ACCESSIBILITY SIGNAGE CRITERIA FOR ADDITIONAL REQUIREMENTS.
BATHING AND TOILET FACILITIES
1. PASSAGEWAYS: PASSAGEWAYS LEADING TO SANITARY FACILITIES SHALL HAVE A
CLEAR ACCESS AS SPECIFIED IN SECTION 1133B. ALL DOORWAYS LEADING TO SUCH
SANITARY FACILITIES SHALL HAVE:
A. CLEAR OPENING: A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES (813
MM). (ENTRY DOOR)
B. LEVEL AREA: A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF 60 INCHES
(1524 MM) IN THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES
TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND 44 INCHES WHERE THE
DOOR SWINGS AWAY FROM THE LEVEL AND CLEAR AREA AND IF THE DOOR HAS NO
LATCH OR CLOSER, OTHERWISE THE WIDTH OF THE LEVEL AREA ON THE SIDE TO
WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE
DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR
DOORS.
2. BATHING FACILITIES (NOT USED)
3. TOILET FACILITIES (SECTION 1115B.7)
3.2 SINGLE-ACCOMMODATION TOILET FACILITIES: THERE SHALL BE SUFFICIENT
SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48
INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THERE SHALL
BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER. NO
DOOR SHALL ENCROACH INTO THIS SPACE. THE WATER CLOSET SHALL BE LOCATED
IN A SPACE WHICH PROVIDES A MINIMUM 28-INCH-WIDE CLEAR SPACE FROM A
FIXTURE OR A MINIMUM 32-INCH-WIDE CLEAR SPACE FROM A WALL AT ONE SIDE.
THE OTHER SIDE SHALL PROVIDE 18 INCHES FROM THE CENTERLINE OF THE WATER
CLOSET TO THE WALL. A MINIMUM 48 INCHES OF CLEAR SPACE SHALL BE PROVIDED
IN FRONT OF THE WATER CLOSET. ALL DOORS, FIXTURES AND CONTROLS SHALL BE
ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE
SHALL BE 36 INCHES EXCEPT AT DOORS.
4. GRAB BARS
A. LOCATION: GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK
OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED
33 INCHES ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK-TYPE
TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33 INCHES THE GRAB BAR MAY
BE AS HIGH AS 36 INCHES. GRAB BARS SHALL BE AT LEAST 42 INCHES LONG WITH
THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL.
GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36 INCHES LONG.
B. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF
A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES (32 MM TO 38 MM) OR
THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE
MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB
BARS SHALL BE 1-1/2 INCHES (38 MM). SEE FIGURE 11B-1C.
C. STRUCTURAL STRENGTH: THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND
SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE
REQUIREMENTS IN SECTIONS 1115B.8.3.1 THROUGH 1115B.8.3.5 GRAB BARS SHALL
NOT ROTATE WITHIN THEIR FITTINGS.
D. SURFACE: A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT
SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A
MINIMUM RADIUS OF 1/8 INCH (3.2 MM).
5. TOILET ROOM FIXTURES AND ACCESSORIES
A. LAVATORY FIXTURES: A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL
BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH
CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND
SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY.
B. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40
INCHES FROM THE FLOOR.
C. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES: WHERE TOWEL, SANITARY
NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL
FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH
ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE
FINISHED FLOOR.
D. TOILET TISSUE DISPENSERS: TOILET TISSUE DISPENSERS SHALL BE LOCATED ON
THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. DISPENSERS
THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW
SHALL NOT BE USED.
E. URINALS: WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR
FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE URINAL TO ALLOW
FORWARD APPROACH.
6. CLASSROOM FIXTURES
FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING.OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH
TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELFCLOSING
VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
A
.GENERAL DEMOLITION NOTES
1. REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH
DEMOLITION WORK.
2. CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING
DEMOLITION PLANS IN RELATION TO STRUCTURAL AND /OR CONSTRUCTION
DRAWINGS. CONTRACTOR TO VERIFY LOCATION OF BEARING WALLS PRIOR TO DEMO.
THE ARCHITECT SHA BE NOTIFIED OF ANY A ALL CONFLIC DISCREPANCIE/S_,
P E ,,----..__,_._,_
3. THE CONTRACTOR SHALL REPAIR DAMAGES CAUSED BY THE EXECUTION OF THE WORK,
TO EXISTING MATERIALS AND EQUIPMENT, AT NO ADDITIONAL COST TO OWNER
/'--.-./
4. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO
DEMOLITION. THE CONTRACTOR SHALL BEWARE OF POTENTIAL HAZARDS FROM
.DEMOLITION WORK NEAR UTILITIES. PIPES AND CONDUIT ENCOUNTERED IN
DEMOLISHED PARTITIONS AND AREAS WHICH ARE TO REMAIN IN USE SHALL BE RE-
ROUTED AND CONCEALED. THOSE WHICH ARE TO BE ABANDONED SHALL BE CAPPED
AND CONCEALED IN FLOOR, WALL OR CEILING.
5. THE CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOLID
AND/OR PLASTIC DROP CLOTH PARTITIONS TO PROTECT AREAS, INCLUDING CABINETS,
EQUlPTMENT, FURNISHING, ETC., TO REMAIN WHILE DEMOLITION AND CONSTRUCTION
ARE IN PROGRESS. DUST CONTROL SHALL BE MAINTAINED DURING DEMOLITION.
PROPER PROTECTION SHALL BE USED OVER EXISTING FLOORING NOT SCHEDULED
TO BE REMOVED DURING DEMOLITION.
A
I
I
I
I
--- ------~- - - - - -----
1/2"
MAX.
2
11
•
. . .
SECTION A-A
NO SCALE
6. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND
NEW WORK, AND UNTIL SAFE TO REMOVE SUCH BRACING AND SUPPORTS.
-7
'
7. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED INCLUDING
THE Rt:MOVAL AND PROPER DISPOSAL OF ALL DEBRIS, BROKEN CONCRETE, ETC.,
FROM THE SITE. PROPER SHORING SHALL BE EXECUTED FOR THE SAFETY OF THE
STRUCTURE AND WORKMEN.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM
DEMOLITION AT NO ADDITIONAL COST TO THE DISTRICT. THE
CONTRACTOR SHALL BE EXTREMELY CAREFUL TO PROTECT AND NOT TO DAMAGE
ANY PORTION OF EXISTING INSTALLATION NOT BEING REMOVED. ANY EXISTING
FACILITIES INDICATED TO REMAIN WHICH ARE SO DAMAGED SHALL BE REPLACED
EQUAL TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE DISTRICT.
9. CUT EXISTING PORTIONS OF WALLS, FLOORS, CEILINGS, ETC., WHERE INDICATED
. AND AS NECESSARY FOR NEW WORK.
10. ALL TRADES CONCERNED SHALL COORDINATE EACH OTHER'S WORKS PRIO_R TO
AND DURING DEMOLITION.
11. ANY PROJECTING OR SURFACE-MOUNTED ITEMS BEING ABANDONED SHALL BE
REMOVED, CAPPED AND CONCEALED BEHIND FINISHED SURFACES, UNLESS
OTHERWISE NOTED. PATCH AND FINISH TO MATCH EXISTING ADJACENT SURFACE.
12. SURFACES WHERE MATERIAL IS REMOVED TO INSTALL NEW WORK OR TO
RECEIVE NEW FINISH SHALL BE REPAIRED AND PATCHED TO MATCH ORIGINAL
CONDITIONS.
13. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED OR NEW CONSTRUCTION
WORK SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING ADJACENT AREA IN
MATERIAL, FINISH AND COLOR, UNLESS OTHERWISE NOTED.
14. ALL EQUIPMENT AND MATERIAL WHICH ARE IN OPERATING CONDITION WHEN
REMOVED SHALL BE MAINTAINED AS SUCH AND RETURNED TO THE DISTRICT OR TO
BE REINSTALLED WHERE INDICATED. PROPERLY RECONNECT EQUIPMENT TO
RESUME OPERATION.
15. DEMOLISH AND REMOVE WALLS, CEILINGS AND ALL OTHER ITEMS AND
EQUIPMENT NOT REQUIRED TO REMAIN OR TO BE REUSED, SUCH AS, BUT NOT
LIMITED TO DOORS, BUCKS, MOLDINGS, WALL COVERINGS, INCLUDING ITEMS WHICH
MAY BE REASONABLY INFERRED AS NECESSARY TO PROPERLY PREPARE FOR THE
EXECUTION AND INSTALLATION OF THE NEW WORK. REMOVE EXCESS DOORS,
BUCKS, HARDWARE, LIGHTING FIXTURES, ELECTRICAL FITTINGS, CARPETS AND
OTHER SALVAGEABLE MATERIAL TO BE STORED OR DISPOSED OF A IRECTED BY
THE D
16. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN FLOOR,
THE CONTRACTOR SHALL PATCH TO LEVEL FLOOR WITH EXISTING SLAB
AND/OR REQUIRED SURFACE TO RECEIVE NEW FLOOR FINISH. PATCH AND REPAIR
SUBFLOOR AS REQUIRED TO RECEIVE NEW FINISH FLOORING IN A MANNER
CONSISTENT WITH HIGH QUALITY WORKMANSHIP.
17. EXISTING ALARM BELLS (OLD), HOSE BIBBS, LIGHT FIXTURES, AND OTHER
EXTERIOR APPURTENANCES SHALL BE REMOVED. PATCH STUCCO TO MATCH
ADJACENT SURPACE.
18. PROTECT RECENTLY INSTALLED FIRE ALARM SYSTEM DURING THE WORK.
REMOVE AND REINSTALL AT WALLS, CEILINGS AND OTHER AREAS AFFECTED BY
THE WORK. REPAIR DAMAGES AT NO ADDITIONAL COST TO OWNER.
19. PROTECT EXISTING INSULATION DURING THE WORK. REPAIR ALL DAMAGES AT
NO ADDITIONAL COST.
20. REMOVE ALL TOILET PARTITIONS, FIXTURES, EQUIPMENT, AND ACCESSORIES
AT TOILET ROOMS.
21. AT CLASSROOM WALLS, REMOVE ALL CASEWORK, ACOUSTICAL TILE MARKER
BOARDS, TACKABLE WALL SURFACES, ALUMINUM TRIM, AND ALL OTHER SURFACE
MOUNTED. ITEMS. PATCH EXISTING SURFACES TO REMAIN TO MATCH ADJACENT.
22. ALL FLOOR FINISHES AND BASE TO BE REMOVED (REPLACE UNDER SEPARATE
CONTRACT).
23. AT FIRE RATED CONSTRUCTION OF WALLS AND CEILINGS, REMOVE AND
REINSTALL ALL EXISTING ELECTRICAL, TELEPHONE, STROBE, CONDUIT AND J BOXES
INDICATED TO REMAIN. PROVIDE FIRE PROTECTION AT PENETRATIONS. SEE
ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DETAILS.
0
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NOTES: 1. CONCRETE AT RAMP SHALL HAVE MEDIUM
BROOM FINISH PERPENDICULAR TO SLOPE 15 -510.D'NG
HC
6" -0" (UNLESS NOTED OTHERWISE)
9"
~---t-SEALANT, TYP.
t-----M"-~---""1LJ;::===tt"=·=:3fPRECAST CONC.
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ELEVATION
II
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SECTION
BAR - 16" MIN. LONG,
TYP.
AC PAVING OVER
BASE COURSE
PRE-CAST WHEEL STOP 1" - 1'-o" 15
•
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" 9" "
1 1~o:---- SIGN TO BE REFl.ECTORIZEO v.HITE
ON DARK 81.UE BACKGROUNO NOT
SMALLER THAN 70 SQ. INCHES &
CENTERED IN FRONT OF ACCESSIBLE STALL
USE (2) GALV. M.B. TO FASTEN GALV.
SIGN i'O POST
--~:---- VAN ACCESSIBl.E 0 VAN STALLS ONLY
t - - - - - 2" DIA. GALV. STL. POST
PAVEMENT
t i - - - - 1O" DIA. CONC. FTG. N.T.S.
BOTTOM OF FOOTING TO BE 24" MIN. BELOW
PAVEMENT OR GRADE
CONTRACTOR TO VERIFY FIELD CONDITION
150-508.DWC
ACCESSIBLE PARKING STALL SIGN 1'' - 1'-0" 20
ATTACH W/ (2)
GALV. M.B.
•
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•
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~ 17" MIN. ~ ACCESSIBLE ENTRANCE SIGN - THE SIGN SHALL
READ IN NOT LESS THAN 1" LEffiR HT.
"UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES
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NOT DISPLAYING DISTINGUISHING
PLACARDS OR LICENSE PLATES
ISSUED FOR PERSONS 'MTH DISABILITIES
MAY BE TOWED AWAY AT
OWNER'S EXPENSE. TOWED VEHICLES
MAY BE RECLAIMED BY TELEPHONING
(858) 755-5649
. - - - 2" DIA. GALV. STL. POST
~-EXIST. PAVEMENT PER PLAN
~~ ""'~1D" DIA. CONC. FTG. N.T.S.
~-
- [ -BOTTOM OF FOOTING TO BE 24" MIN. BELOW
PAVEMENT OR GRADE
GRADE 0 PLANTER TO BE 4" BELOW TOP OF FTG.
CONTRACTOR TO VERIFY FIELD CONDITION
*NOTE: INFORMATION
TO BE MADE
PERMANENT PART OF SIGN
150-505.DWG
ACCESSIBLE PARKING ENTRY SIGN 1/2" = 1'-0" 25
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Roesling Nakamura
Architects, Inc.
363 fifth Avenue
San Diego, California
92101
(619) 233-1023
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No Date Drawn
04/01100 YM
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Project
Job No. 99150
Date 5/22/00
Drawn OS/VM
T1.2
Sheet

4. GENERAL STRUCTURAL NOTES
GENERAL
1. THE PROJECT SPECIFICATIONS FORM A PART OF
THESE GENERAL NOTES.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO STARTING CONSTRUCTION. THE
ARCHITECT SHALL BE NOTIFIED OF ANY
DISCREPANCIES OR INCONSISTENCIES.
3. THE CONTRACT DRAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE, THEY DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT
THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED
TO, BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. CONTRACTOR
AT HIS OWN EXPENSE SHALL ENGAGE PROPERLY
QUALIFIED PERSONS TO DESIGN BRACING,
SHORING, ETC. OBSERVATION VISITS TO THE SITE
BY THE STRUCTURAL ENGINEER SHALL NOT
INCLUDE OBSERVATION OF THE ABOVE NOTED
ITEMS.
4. DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED DRAWINGS.
5. SPECIFIC NOTES AND DETAILS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL
DETAILS.
6. WORK NOT PARTICULARLY SHOWN OR SPECIFIED
SHALL BE THE SAME AS SIMILAR PARTS THAT ARE
SHOWN OR SPECIFIED.
7. ALL WORK SHALL CONFORM TO THE MINIMUM
STAND ARDS OF THE FOLLOWING CODES:
THE CALIFORNIA CODE OF REGULATIONS, TITLE 24,
PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 1998
EDITION (1998 UBC WITH CALIFORNIA
AMENDMENTS),
AND ANY OTHER REGULATING AGENCIES WHICH
MAY HAVE AUTHORITY OVER ANY PORTION OF THE
WORK, INCLUDING THE STATE OF CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY, AND THOSE
CODES AND STANDARDS LISTED IN THESE NOTES
AND SPECIFICATIONS.
8. SPECIFICATIONS, CODES AND STANDARDS NOTED
SHALL BE OF THE LATEST APPROVED ISSUE,
INCLUDING SUPPLEMENTS, UNLESS NOTED /
3. SEE SPECIFICATIONS FOR EARTHWORK
OPERATIONS. ALL EXCAVATIONS AND FILLS SHALL
CONFORM TO APPENDIX CHAPTER 33 AND THE
RECOMMENDATIONS NOTED IN THE SOILS REPORT.
4. THE CONTRACTOR SHALL PROVIDE FOR
DE-WATERING OF EXCAVATIONS FROM EITHER
SURFACE WATER, GROUND WATER OR SEEPAGE.
5. THE CONTRACTOR SHALL PROVIDE FOR THE
DESIGN, APPROVALS, PERMITS, INSTALLATION AND
MONITORING OF ALL CRIBBING, SHEATHING AND
SHORING REQUIRED TO SAFELY RETAIN
TEMPORARY EXCAVATIONS.
6. EXCAVATIONS FOR FOOTINGS SHALL BE
APPROVED BY THE GEOTECHNICAL ENGINEER
PRIOR TO PLACING CONCRETE AND REINFORCING.
THE CONTRACTOR SHALL NOTIFY THE
GEOTECHICAL ENGINEER WHEN EXCAVATIONS ARE
READY FOR INSPECTION. THE GEOTECHNICAL
ENGINEER SHALL SUBMIT A LETTER OF
COMPLIANCE TO THE OWNER, AND TO THE
ENFORCEMENT AGENCY.
.
7. ALL EXCAVATIONS SHALL BE PROPERLY
BACKFILLED. DO NOT PLACE BACKFILL BEHIND
RETAINING WALLS BEFORE CONCRETE HAS
ATTAINED FULL DESIGN STRENGTH. THE
CONTRACTOR SHALL BRACE OR PROTECT ALL
BUILDING AND PIT WALLS BELOW GRADE FROM
LATERAL LOADS UNTIL ATTACHING FLOORS ARE
COMPLETIELY IN PLACE AND HAVE ATTAl NED FULL
DESIGN STRENGTH. THE CONTRACTOR SHALL
PROVIDE FOR DESIGN, PERMITS AND INSTALLATION
AND REMOVED OF SUCH BRACING.
8. FOOTING BACKFILL AND UTILITY TRENCH
BACKFILL WITHIN BUILDING AREA SHALL BE
MECHANICALLY COMPACTED IN LAYERS TO A
MINIMUM 91% OF THE DRY DENSITY OF SOIL.
FLOODING WILL NOT BE PERMITTED.
9.
10.
ALL ABANDONED FOOTINGS, UTILITIES, ETC.,
THAT INTERFERE WITH NEW CONSTRUCTION,
SHALL BE REMOVED.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ARCHITECT SHOULD ANY BURIED
STRUCTURES, SUCH AS CESSPOOLS, CISTERNS,
FOUNDATIONS, ETC., BE FOUND.
4. PORTLAND CEMENT SHALL CONFORM TO UBC
STANDARD 19-1 (ASTM C-150),TYPE I OR II, LOW
ALKALI.
5. AGGREGATE FOR HARDROCK CONCRETE SHALL
CONFORM TO ASTM C-330.
6. READY MIXED CONCRETE SHALL CONFORM TO
USC STANDARD 19-3 (ASTM C-94).
7. PLACEMENT OF CONCRETE SHALL CONFORM TO
AC! 304. CLEAN AND ROUGHEN TO I" AMPLITUDE
ALL CONCRETE SURFACES AGAINST WHICH
CONCRETE IS TO BE PLACED.
8. ALL REINFORCING BARS, ANCHOR SOLTS AND
OTHER CONCRETE INSERTS SHALL BE SECURED IN
POSITION PRIOR TO PLACING CONCRETE.
9. PROVIDE SLEEVES FOR PLUMBING AND
ELECTRICAL OPENINGS IN CONCRETE BEFORE
PLACING. DO NOT CUT ANY REINFORCING WHICH
MAY CONFLICT. CORING IN CONCRETE IS NOT
PERMITTED EXCEPT AS SHOWN. NOTIFY THE
STRUCTURAL ENGINEER, IN ADVANCE, OF
CONDITIONS NOT SHOWN ON THE STRUCTURAL
DRAWINGS.
10. THE FOLLOWING MINIMUM CONCRETE COVER
SHALL BE PROVIDED FOR REINFORCEMENT:
CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH...................3"
CONCRETE EXPOSED TO EARTH
OR WEATHER:
#6 THROUGH # 18 BARS....................................2"
#5 BARS W31 OR D31 WIRE,
AND SMALLER..............................................1-1 /2"
11. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED
ONE THIRD OF SLAB THICKNESS AND SHALL BE
PLACED BETWEEN THE TOP AND BOTTOM
REINFORCING, UNLESS SPECIFICALLY DETAILED
OTHERWISE, CONCENTRATIONS OF CONDUITS OR
PIPES SHALL BE AVOIDED EXCEPT WHERE
DETAILED OPENINGS ARE PROVIDED. CLEAR
SPACING BETWEEN ADJACENT CONDUITS OR PIPES
SHALL BE A MINIMUM OF 3 TIMES THE LARGER
OUTSIDE DIAMETER (O.D.).
OTHERWISE. _ - ~
9. /'STRUCTURAL OBS~VATION: STRUCTURAL ENGINEER ~SHORING AND EXCAVATIONS
OF RECORD SHALL PERFORM STRUCTURAL OBSERVATION . 1 THE CONTRACTOR SHALL PROVIDE FOR THE
12. SEE ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR ALL MOLDS, GROOVES, REVEALS,
ORNAMENTS, SLIPS AND GROUNDS TO BE CAST IN
CONCRETE.DURING CONSTRUCTION PER 1702 AND 106.3.5 OF 1998 CBC.) . DESIGN, APPROVALS, PERMITS, INSTALLATION AND
PROJECT DESIGN CRITERIA
1. BASIC DESIGN LIVE LOADS:
ROOF. LIVE LOAD =20 PSF (REDUCIBLE)
2. EARTHQUAKE FORCES:
V = (Z I C /Rw) W
z = 0.4
I = 1.15
c = 2.75
Rw = 6 - MULTIPURPOSE BUILDING
4 - ADMINISTRATION BUILDING
3. WIND PRESSURES:
WIND PRESSURES ARE BASED ON A BASIC WIND
SPEED OF 70 MPH., EXPOSURE C,
I = 1.0
EXISTING UNDERGROUND UTILITIES
1. THE ARCHITECT AND ENGINEERS ARE NOT
RESPONSIBLE FOR THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES WHETHER OR NOT
SHOWN ON THE DRAWINGS. THE LOCATION OF
ANY EXISTING UNDERGROUND UTILITIES SHOWN
ON THE DRAWINGS ARE APPROXIMATE. THE
CONTRACTOR SHALL EXERCISE EXTREME
CAUTION IN EXCAVATING AND TRENCHING ON THIS
SITE. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER SHOULD ANY SUCH
UNIDENTIFIED CONDITIONS BE DISCOVERED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY DAMAGES WHICH MAY RESULT FROM HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ALL
EXISTING UNDERGROUND UTILITIES.
FOUNDATION
1. ALL PHASES OF WORK PERTAINING TO
EXCAVATIONS, FOUNDATIONS AND RETAINING
WALLS SHALL CONFORM TO TITLE 24, PART 2,
STATE CHAPTER 18 AND 33.
2. A SOIL BEARING PRESSURE OF 1000 PSF MAY BE
INCREASED 300 PSF AND 500 PSF FOR EACH
ADDITIONAL FOOT OF FOOTING WIDTH AND
DEPTH, UP TO 4500 PSF MAX. BOTTOM OF
FOOTINGS SHALL BE 24" MINIMUM BELOW LOWEST
ADJACENT FINAL GRADE AND BEAR ON APPROVED
NATURAL GRADE OR COMPACTED FILL.
MONITORING OF ALL CRIBBING, SHEATHING AND
SHORING REQUIRED TO SAFELY RETAIN
TEMPORARY EXCAVATIONS.
2. ALL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
CALIFORNIA CONSTRUCTION SAFETY ORDERS
(CAL-OSHA).
3. HEAVY VEHICULAR TRAFFIC (CRANED, CONCRETE
TRUCKS, MATERIAL TRUCKS, ETC.) OR MATERIAL
STORAGE SHALL BE PROHIBITED WITHIN 10 FEET
OF SHORING BULKHEADS OR TOPS OF SLOPED
EMBANKMENTS UNLESS SPECIFICALLY
CONSIDERED IN THE DESIGN AND IDENTIFIED ON
THE SHORING PLANS.
4. DUST SHALL BE CONTROLLED DURING
EXCAVATION OPERATIONS.
5. SURFACE WATER SHALL BE PREVENTED FROM
ENTERING EXCAVATIONS OVER THE TOPS OF
SHORING AND CUT SLOPES.
6. TEMPORARY CUTS SHALL NOT EXCEED SLOPES
RECOMMENDED IN THE SOIL REPORT. NOR THOSE
SHOWN ON THE SHORING DRAWINGS.
7. THE INSTALLATION OF SHORING AND
EXCAVATIONS SHALL BE PERFORMED UNDER THE
CONTINUOUS INSPECTION AND APPROVAL OF THE
GEOTECHNICAL ENGINEER.
CONCRETE
1.
2.
ALL PHASES OF WORK PERTAINING TO
CONCRETE CONSTRUCTION SHALL CONFORM TO
TITLE 24, PART 2, STATE CHAPTER 19A.
CONCRETE MIXES SHALL BE DESIGNED BY A
1.3. DRYPACK UNDER BASEPLATES, SILL PLATES AND
WHERE OTHERWISE NOTED ON DRAWINGS SHALL
CONSIST OF 1 PART PORTLAND CEMENT AND 2-1/2"
PARTS OF FINE AGGREGATE CONFORMING TO
ASTM C-33 WITH ENOUGH WATER TO FORM A BALL
WHEN SQUEEZED IN THE HAND. THE SPACE
BETWIEEN TWO SURFACES REQUIRING DRYPACK
SHALL BE PACKED WITH THE DRYPACK MATERIAL
BY TAMPING OR RAMPING WITH A BAR OR ROD
UNTIL THE VOIDS ARE COMPLETELY FILLED.
14. CONCRETE FOR SLAB ON GRADE DOES NOT
REQUIRE BATCH PLANT INSPECTION, (AS
PERMITTED BY TITLE 24, PART 2, SECTION 1928A.5.
A MINIMUM OF ONE SET OF TWO CYLINDERS
SHALL BE TAKEN AND TIESTED FOR EACH 50 CUBIC
YARDS OF CONCRETE OR FRACTION THEREOF.
STRUCTURAL STEEL AND
MISCELLANEOUS METAL
1. ALL PHASES OF WORK PERTAINING TO
STRUCTURAL STEEL CONSTRUCTION SHALL
CONFORM TO TITLE 24, PART 2, STATE CHAPTER
22A, AND SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS - ALLOWABLE STRESS DESIGN AND
PLASTIC DESIGN, BY THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO
ASTM A-36, UNLESS OTHERWISE NOTED.
3.
4.
STEEL PIPE SHALL CONFORM TO ASTM A-53,
TYPE E OR S, GRADE B. STEEL TUBES SHALL
CONFORM TO ASTM A-500, GRADE B.
QUALIFIED TESTING LABORATORY. MIX DESIGNS ~
SHALL CONFORM TO SEC. 1905.2. Ml1'-''.2D B, OR _r,,---.t.1.§i~
METHOD C. CONCRETE WITH A ~ -1 /2" MAX. AGGRE~~
SIZE SHALL NOT BE USED UNLESS" SPECIFICALLY ~
APPROVED BY THE ARCHITECT OR STRUCTURAL
ALL BOLTS SHALL CONFORM TO THE FOLLOWING,
UNLESS NOTED OTHERWISE:
ANCHOR BOLTS - ASTM A-307
TYPICAL STEEL CONNECTIONS - ASTM A-307
MISCELLANEOUS CONNECTIONS NOT NOTED
OTHERWISE - ASTM A-307
ENGINEER. CONCRETE SHALL CONTAIN A MINIMUM
OF 5 SACKS OF CEMENT PER CUBIC YARD. THE 5.
MAXIMUM SLUMP SHALL NOT EXCEED 3" + 1" FOR
FOOTINGS, SLABS ON GRADE AND MASS
CONCRETE, AND 4" ; 1" FOR OTHER CONCRETE.
3. SCHEDULE OF STRUCTURAL CONCRETE 28 DAY
MINIMUM STRENGTHS AND TYPES:
FOOTINGS,
GRADE BEAMS .....................145 PCF, f'c =3000 PSI
CAST-IN-PLACE WALLS........145 PCF, f'c =3000 PSI
SLABS ON GRADE.................145 PCF, f'c =3000 PSI
(NOTE: 2000 PSI USED FOR DESIGN)
ELSEWHERE (U.0.N.).............. 145 PCF, f'c =3000 PSI
NOTE: FOR SITE CONCRETE FLATWORK SEE
SPECIFICATION 02620.
THE STRUCTURAL STEEL FABRICATOR SHALL
SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION.
6. ALL WIELDING SHALL CONFORM TO STRUCTURAL
WELDING CODE - STEEL, AWS D1 .1., BY THE
AMERICAN WELDING SOCIETY. MINIMUM TENSILE
STRENGTH OF WELD METAL SHALL BE 70 KSI. ALL
WELDING SHALL BE PERFORMED BY CERTIFIED
WELDERS. THE FILLER METAL USED SHALL HAVE
A NOTCH TOUGHNESS NOT LESS THAN OF 20 FT-LBS
AS MEASURED BY A STANDARD CHARPY V-NOTCH
(CVN) TEST, ASTM E-23. THE CVN TEST TEMPERATURE
SHALL BE AT LEAST OA DEGREES F. THE MINIMUM
REQUIRED ENERGY ABSORPTION IS 20 FT-LBS.
AVERAGE. ONE SPECIMEN MAY BE LESS THAN THE
MINIMUM AVERAGE, BUT NOT LESS THAN 15 FT-LBS.
THE TEST SHALL BE CONDUCTED IN ACCORDANCE
WITH THE APPLICABLE FILLER METAL SPECIFICATION
REFERENCED IN AWS D1 .1 AND MAY BE PERFORMED
BY THE MANUFACTURER.
7.. ALL WIELDS NOT SPECIFIED SHALL BE
CONTINUOUS FILLET WELDS. SIZE OF WIELDS
SHALL BE BASED ON TABLE J2.4 OF
SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS - ALLOWABLE STRESS DESIGN AND
PLASTIC DESIGN, BY THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION.
8. BOLT HOLES SHALL BE 1/16" LARGER IN
DIAMETER THAN NOMINAL SIZE OF BOLT USED,
UNLESS NOTED OTHERWISE.
9. ALL STRUCTURAL STEEL SURFACES TO RECEIVIE
SPRAY-APPLIED FIREPROOFING OR TO BE
ENCASED IN CONCRETE OR MASONRY SHALL BE
LEFT UNPAINTED.
10. ALL METAL ITEMS, INCLUDING CONNECTORS,
EXPOSED.TO THE WEATHER SHALL BE
HOT-DIPPED GALVANIZED, AFTER FABRICATION.
11. STRUCTURAL STEEL SHALL BE DELIVERED TO
THE JOB SITE FREE OF EXCESSIVIE RUST, MILL
SCALE, GREASE, ETC.
12. OPENINGS SHALL NOT BE PLACED IN STEEL
MEMBERS UNLESS SPECIFICALLY DETAILED.
WOOD-
1. ALL PHASES OF WORK PERTAINING TO WOOD
CONSTRUCTION SHALL CONFORM TO TITLE 24,
PART 2, STATE CHAPTER 23A.
2. LUMBER. SHALL BE GRADED IN ACCORDANCE WITH
THE STANDARD GRADING RULES NO. 16 OF THE
WEST COAST LUMBER INSPECTION BUREAU, OR
THE STANDARD GRADING RULES (1991) OF THE
WESTERN WOOD PRODUCTS ASSOCIATION, AND
TITLE 24, PART 2, SECTION 2303A. 9, REJECTION.
3. DIMENSION LUMBER SHALL BE DOUGLAS
FIR-LARCH, N0.1 AND BETTER GRADE, UNLESS
NOTED OTHERWISE. TIMBER LUMBER SHALL BE
DOUGLAS FIR LARCH, N0.1 GRADE, UNLESS
NOTED OTHERWISE.
4. ALL PLYWOOD SHALL BE STRUCTURAL I AND
COMPLY WITH USC STANDARD 23-2. USE
PLYWOOD NAILS SAME GAUGE AS COMMON WIRE
NAILS WITH LENGTHS AT LEAST EQUAL TO
PLYWOOD THICKNESS PLUS REQUIRED
PENETRATION 1 5/8" MIN.
5. BOLT HOLES SHALL BE A MINIMUM OF 1/32 IN. TO A
MAXIMUM OF 1/16 IN. LARGER DIAMETER THAN
NOMINAL SIZE OF BOLT USED. RETIGHTEN ALL
NUTS PRIOR TO CLOSING IN. HOLDOWN SOLTS IN
OVERSIZED HOLES ON EXCESS OF 1/16" SHALL BE
REJECTED.
6. STANDARD PLATE WASHERS SHALL BE USED
UNDER BOLT HEADS AND NUTS AGAINST WOOD.
USE HEAVY PLATE OR MALLEABLE IRON WASHERS
WHERE NOTED.
7. DO NOT BORE OR NOTCH JOISTS, RAFTERS OR
BEAMS, EXCEPT WHERE SHOWN IN DETAILS.
OBTAIN DSA AND STIRUCTURAL ENGINEER'S
APPROVAL FOR ANY HOLES OR NOTCHES NOT
DETAILED.
8. METAL CONNECTORS FOR WOOD CONSTRUCTION
SHALL BE SIMPSON "STRONG -TIE", (CATALOG
C-97), UNLESS NOTED OTHERWISE. FILL ALL
ROUND AND TRIANGULAR HOLES WITH THE
SPECIFIED NAILS. APPROVED EQUALS MAY ONLY
BE USED WITH PRIOR APPROVAL FROM DSA AND
THE STRUCTURAL ENGINEER. CONTRACTOR
SHALL SUBMIT AND PROCESS A CHANGE ORDER
FOR ANY SUBSTITUTION.
9. ALL SILL PLATES WHICH REST ON FOUNDATION
OR SLAB ON GRADE, AND ALL MASONRY OR
CONCRETE WALL LEDGERS AND NAILERS SHALL
BE PRESSURE TREATED IN ACCORDANCE WITH
SEC. 2303A.1.3, AND SHALL BEAR THE WCLIB OR
WWPA GRADE STAMP AND THE AWPB QUALITY
MARK. CUTS AND HOLES SHALL BE RETREATED
PER AWPA M4
10. JOISTS MORE THAN 8-INCH DEPTH SHALL BE
CONTINUOUSLY BRIDGED BY SOLID BLOCKING, 2
INCHES THICK AND THE FULL DEPTH OF THE JOIST,
SPACED AT 8 FEET ON CENTER.
11. EXPOSED MEMBERS SHALL BE SELECT
STRUCTURAL GRADE, FREE OF HEART CENTER
(WHERE SIZE PERMITS), AND SELECTED FOR
APPEARANCE AND STRAIGHTNESS.
12. ALL NAILING SHALL CONFORM TO TABLE NO.
23A-l.Q NAILING SCHEDULE, USING COMMON WIRE
NAILS. PREDRILL ALL NAILS 20d AND LARGER AND
WHERE REQUIRED TO PREVENT SPLITTING.
13. THE MOISTURE CONTENT OF WOOD MEMBERS
SHALL NOT EXCEED 19%, BEFORE INSTALLATION.
IT WILL BE THE RESPONSIBILITY OF THE
INSPECTOR OF RECORD TO VERIFY THAT THE
CONTRACTOR HAS SUPPLIED LUMBER OF THE
PROPER MOISTURE CONTENT BEFORE
INSTALLATION. THE USE OF A HAND HELD
MOISTURE CONTENT METER IS ACCEPTABLE.
NAILING SCHEDULE
CONNECTION
1. JST TO SILL OR GIRDER, TOENAIL
2. BRIDG'G TO JST, TOENAIL EA. END
3. 1" X 6" SUBFLR. OR LESS TO EACH JST. FACE NAIL
4. WIDER THAN 1" X 6" SUBFLR TO JST. FACE NAIL
5. 2" SUBFLR TO JST OR GIRDER, BLIND & FACE NAIL
6. SOLE PL. TO JST OR BLKG., TYP. FACE NAIL
SOLE PL. TO JST. OR BLKG. @ BRACED WALL PANELS
7. TOP PL. TO STUD END NAIL
8. STUD TO SOLE PL.
9. DOUBLE STUDS, FACE NAIL
10. DOUBLED TOP PL'S, TYP. FACE NAIL
DOUBLE TOP PL'S, LAP SPLICE
11. BLKG. BETWEEN JST S OR RAFTERS TO TOP PL., TOENAIL
12. RIM JST. TO TOP PLATE, TOENAIL
13. TOP PL S, LAPS & INTERSECTIONS, FACE NAIL
14. CONTIN. HDR. TWO PIECES
1..2., l LG. JSJ. .10 PL. 1QIN_.6]L
16. CONTIN. HDR. TO STUQ,_ TOENAIL
17. CLG. JST. LAPS OVER PARTITION~ FACE NAIL
18. CLG. JST. TO PARALLEL RAFTERS, FACE NAIL
19. RAFTER TO PL. TOENAIL
20. 1" BRACE TO EA. STUD AND PL., FACE NAIL.
21. 1~ X 8"" SHEATHING OR LESS TO EA. BRG., FACE NAIL
22. >THAN 1..- X 8 SHEATING TO EA. BRG., FACE NAIL
NAILINQ
3-8d
2-8d
2-8d
3-8d
2-16d
16d @ 16" o.c.
3-16d PER 16"
l2.-16d
4-8d TOENAIL OR
16d @ 24" o.c.
16d @ 16" o.c.
8-16d
3-8d
8d @ 6" o.c.
2-16d
2-16d END NAIL
16d @ 16 O.C. ALONG EA. EDGE
..3..-8d
4-8d
3-16d
3-16d
3-8d
2-8d
2-8d
3-8d
R N
•
Roesling Nakamura
Arcbitects, Inc.
363 Filth Awnue
San Diego, California
92101
(619) 233-1023
p
t-->2,-,3,.hBrnUILT-Up CO'rlRJ:'IN~ER-nSJrTUl'l"DSO"::-----------r.1~6~d;--;ii@~2*'4".-;.0;;;.c"-'._;TT,:;;"';:-rm;--fl
L4. Bl .T UP AND cM :::.. 20d @ 32' O.C. AT TOP & BTM . . - - - - - - - - - .
& STAGGERED 2-20d @ ENDS
24. :tr PLANKS
--Z0. WlJ ""S"r :fl 'ti"~~ .S ~ICLffi'O D 12}
SUBFLOOR AND WALL SHEATING (TO FRAMING):
1/2" AND LESS
19/32" - 3/4"
7/8" - 1"
1-1 /8" - 1-1 /4"
COMBINATION SUBFLOOR - UNDERLAYMENT (TO FRAMING)
3/4" AND LESS
7/8 - 1" - -
1-1_/8" - 1j1j4"
27. PANEL SIDING (TO FRAMING) (2)
1/2" AND LESS
5-1§"
28. FIBERBOARD SHEATING (7)
1/2"
23/32"
29. INTERIOR PANELING
1/4"
3/8"
& AT EACH SPLICE
2-16d @ EA. BEARING
6d(3)
8d(4) OR 6d(5)
8d(3)
1Od(4) OR 8d(5)
6d(5)
8d(5)
10d(4) OR 8d(5)
6d(6)
8d(6)
No. 11 go (8)
6d(4)
No. 16 go (9)
No. 11 go (8)
8d(4)
No. 16 EO (9)
4d(10)
6d(11)
( 1) COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.
(2) NAILS SPACED AT 6" O.C. AT EDGES, 12" AT INTERMEDIATE SUPPORTS, EXCEPT f)' AT ALL
SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WD. STRUCT. PANEL AND
PARTICLEBOARD DIAPHRAMS AND SHEAR WALLS, REFER TO SECTION 2315.3.3 & 2315.4.
NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
(3) COMMON OR DEFORMED SHANK
(4) COMMON.
(5) DEFORMED SHANK.
(6) CORROSION-RESISTANT SIDING OR CASING NAILS COMFORMING TO THE REQUIREMENTS
OF SECTION 2304.3.
(7) FASTENERS SPACED 3" O.C. AT EXTERIOR EDGES AND 6" O.C. AT INTERMEDIATE
SUPPORTS.
(8) CORROSION-RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND 1-1/2" LENGTH FOR
1/2" SHEATHING AND 1-3/4" LENGTH FOR 25/32" SHEATHING CONFORMING TO THE
REQUIREMENTS OF SECTION 2304.3.
(9) CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1-1 /8" LENGTH FOR
1/2" SHEATHING AND 1-1 /2" LENGTH FOR 25/32" SHEATHING CONFORMING TO THE
REQUIREMENTS OF SECTION 2304.3.
(10) PANEL SUPPORTS AT 16" (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE
PANEL UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6" ON PANEL
EDGES 12" AT INTERMEDIATE SUPPORTS.
(11) PANEL SUPPORTS AT 24" CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT
INTERMEDIATE SUPPORTS.
NOTE: USE CORROSION-RESISTANT NAILS AND SCREWS FOR THE ENTIRE CONSTRUCTION
U.O.N.
!DENTIFlCATlON STAMP
DIV. OF THE STATE ARCHITECT"
OFFICE OF REGUlATION SERVICES
!APPL H 101466 I
-" :>
~ - FLsLs.~'l-'.,__
DATE ~
-DIVISKN Cf' TH' STATE ARCHITECT
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99150
5/22/00
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T1.3

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LEGEND
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.
EXISTING BUILDING
EXISTING FENCE
SIGN AGE. SEE SCHEDULE SHEET 1.1
PLANTER
GENERAL AREA OF DEMOLITION.
REMOVE ALL LANDSCAPING, CURBS,
AND PAVEMENTS.
SHEET GENERAL NOTES
101. SEE DEMO NOTES SHEET T1.2 FOR ADDITIONAL
..---<!NFu..--~
102. SEE MECHANICAL, PLUMBING, ELECTRICAL AND
DATA/TECHNOLOGY DRAWINGS FOR LOCATION OF
SITE UTILITIES REQUIREING ADDITIONAL SITE DEMO.
103. PROTECT (E) DRAINS TO REMAIN DURING THE
WORK.
104. EXISTING LANDSCAPE AREAS ARE IRRIGATED.
REMOVE IRRIGATION HEADS AND CONTROLS AND
CAP (E) IRRIGATION LINES.
105. REPAIR EXISTING SURFACES TO REMAIN THAT ARE
DAMAGED BY THE WORK AT NO ADDITIONAL COST
TO OWNER.
106. PROTECTION OF EXISTING TREES, SHRUBS, AND
VINES:
A. IT IS THE INTENT OF THE PROJECT THAT
CERTAIN AREAS OF THE EXISTING PLANT MATERIALS
SHALL BE RETAINED. PRIOR TO THE REMOVAL OF
ANY TREES, THE CONTRACTOR SHALL CONFER WITH
THE ARCHITECT TO DETERMINE THOSE PLANTS
THAT ARE TO REMAIN.
B. ALL EXISTING TREES WHICH ARE TO REMAIN IN
THE PROJECT SHALL BE TAGGED AND IDENTIFIED
BY THE CONTRACTOR.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TREES THAT ARE TO REMAIN IN THE PROJECT.
DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR
PERMANENT DISFIGURATION SHALL RESULT IN THE
COMPLETE REMOVAL OF THE PLANT, INCLUDING
ROOTS, FROM THE SITE BY THE CONTRACTOR. THE ·
CONTRACTOR AT HIS OWN EXPENSE SHALL
REPLACE THE PLANT WITH ONE OF EQUAL VALUE
AS ESTABLISHED BY THE ARCHITECT OR REIMBURSE
THE OWNER THE COST OF SAID REPLACEMENT IF A
REPLACEMENT CANNOT BE OBTAINED. THE
LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE
OF THE CONDITION OF THE PLANT.
D. ALL EXISTING TREES THAT ARE TO REMAIN
SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE
FROM MEN AND EQUIPMENT. ALL DAMAGE BY ·
CONTRACTOR TO EXISTING PLANTS SHALL BE · ·
REPAIRED AT HIS EXPENSE BY PERSONNEL
APPROVED BY THE ARCHITECT.
E. THE CONTRACTOR SHALL INSURE THAT NO
FOREIGN MATERIAL AND/OR LIQUID, SUCH AS
PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID
OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE
DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE
OUTSIDE EDGE OF FOLIAGE OVERHANG) OF ANY
TREE OR SHRUB OR WITHIN 6' OF THE TRUNK OR
VINE. SHOULD ANY SUCH POISONING OF THE SOIL
OCCUR, THE CONTRACTOR SHALL REMOVE SAID
SOIL AS DIRECTED BY THE ARCHITECT AHO
REPLACE OT WITH ACCEPTABLE SOIL AT NO
EXPENSE TO THE OWNER.
SHEET KEY NOTES
CD REMOVE ALL CURBS, PAVING & LANDSCAPE.
[Ij PROTECT (E) TREES
0 MOVE RELOCATABLE CLASSROOM AND ACCESSIBLE
RAMP
0 PROTECT (E) ELECTRICAL BOX
0 REMOVE ELECTRICAL BACK TO (E) PANEL. REMOVE
(E) SLEEPERS AND A. C. BERMS. PATCH AND
REPAIR A.C. PAVING TO PROVIDE EVEN PLAYING
SURFACE.
0 BACK CUT (E) HILLSIDE. REMOVE SHRUBS.
0 PROTECT (E) DRAINS
0 PROTECT (E) FENCE & BENCH
0 NEW LOCATION OF (E) RELOCATABLE CLASSROOM
AND ACCESSIBLE RAMP
REMOVE (E) TREES
~.----., .---....
11 RELOCATE (E) PALMS UNDER SEP ARATE CONTRACT
(!] REMOVE (E) CMU RETAINING WALL/PL TER 3
~ REMOVE (E) AREA DRAIN
B REMOVE (E) GATE AND FENCE
~ REMOVE TEMP. STRUCTURES.
~ REMOVE SLAB FOR NEW D.F.
[!2j REMOVE (E) LIGHT FIXTURE AND FOOTING
~ REMOVE (E) SIGNS
R N
•
Roesling Nakamura
Architects, Inc.
363 Fifth Avenue
San Diego, California
92101
(619) 233-1023
3
p
REVISED
lDENTlFICAT!ON STAMP
DIV. OF THE STATE .ARCHITECT
OFFICE or REGULATION SERVICES
APPL# 101466
AC -- FLS ;' SS~-
DATE
OIVISICN OF Tf£ STATE ARCHITECT
Prints
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N~o Date Drawn
1 04/28/00 VM
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~ 105/05/00 "'
Project
Job No. 99150
Date 5/22/00
Drawn DS/VM
A1.0
Sheet

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LEGEND
•
~ EXISTING BUILDING
~11111IIIll
ACCESSIBLE RESTROOMS - M=MENS,
W=WOMENS, B=BOYS, G=GIRLS, AND
U=UNISEX.
EXISTING FENCE
t--------- ACCESSIBLE PATH OF TRAVEL
& SIGNAGE. SEE SCHEDULE SHEET
1.1
[]'
.
'
•
NEW PAVING
LIMITS OF SLURRY COAT
SC
-¢- NEW SITE LIGHTING
SHEET GENERAL NOTES
102. SIGNAGE INDICATING ACCESSIBLE PATHWAY
AND BUILDING IOENTIFICATION MUST COMPLY v.lTH
CODE REQUIREMENTS PER SHT. T1.1 & T1.2
103. PATH Of TRAVEL (P.O.T.) AS INDICATED, IS
A BARRIER FREE ACCESS v.lTHOUT ANY ABRUPT
CHANGES EXCEEDING 1/2" 0 12'-0" MAXIMUM
SLOPE, EXCEPT THAT LEVEL CHANGES 00 NOT
EXCEED 1/4" VERTICAL MAXIMUM CROSS-SLOPE 2
" TYPICAL THE CONTRACTOR SHALL VERIFY THAT
ALL BARRIERS ON THE PATH Of TRAVEL HAVE
BEEN REMOVED.
104. STAIR TREADS AND RAMPS TO HAVE MEDIUM
BROOM FINISH CONC. TROV.U FINISH ALL OTHER
AREAS.
105. STORM DRAIN LINES: HIGH DENSITY
POLYETHANE (HOPE) PIPE FITTINGS: ALL STORM
DRAIN PIPE FITTINGS SHALL BE ADS N12 OR
EQUAL.
RELATED MATERIALS: MANUFACTURED INLETS:
AREA DRAINS SHALL BE CAST IRON UNITS FOR
TRAFFIC IN ALL PAVED AREAS (ALHAMBRA TYPE
A-344 OR EQUAL). AREA DRAINS SHALL BE HIGH
IMPACT PLASTIC IN TURF OR PLANTER AREAS (NOS
No. 1212 (TURF) Of NOS No. 80 (PLANTER) OR
EQUAL). CASTINGS: MANUFACTURE CASTINGS TRUE
TO PATTERN FREE FROM BLOWHOLES, POROSITY,
HARO SPOTS, SHRINKAGE DISTORTION OR OTHER
DEFECTS. CASTINGS SHALL BE OF GREY IRON,
DUCTILE IRON CASTINGS OR STEEL AS INOICATEO
TO WITHSTAND LOADINGS. DUCTILE IRON CASTINGS:
ASTM A 536, GRADE 60-40-18. ALL AREA DRAIN
INLETS SHALL BE HEEL-PROOF ANO GRATE
OPENING SIZE SHALL COMPLY v.lTH THE
ACCESSIBILITY REQUIREMENTS OF CALIFORNIA CODE
OF REGULATIONS (CCR} TITLE 24 PART 2, CHAPTER
31 A: ANO ADA ACCESSIBILITY GUIDELINES FOR
BUILDINGS ANO FACILITIES, DATED JUNE 26, 1991.
ASSUME 30 LINE FEET OF DRAIN LINE TO P.0.C. AT
EXISTING.
106. PROTECTION OF EXISTING TREES, SHRUBS,
AND VINES:
A. IT IS THE INTENT OF THE PROJECT THAT
CERTAIN AREAS OF THE EXISTING PLANT MATERIALS
SHALL BE RETAINEO. PRIOR TO THE REMOVAL OF
ANY TREES, THE CONTRACTOR SHALL CONFER WITH
THE ARCHITECT TO DETERMINE THOSE PLANTS
THAT ARE TO REMAIN.
B. ALL EXISTING TREES WHICH ARE TO REMAIN IN
THE PROJECT SHALL BE TAGGED ANO IDENTIFIED
BY THE CONTRACTOR.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TREES THAT ARE TO REMAIN IN THE PROJECT.
DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR
PERMANENT OISFIGURATION SHALL RESULT IN THE
COMPLETE REMOVAL OF THE PLANT, INCLUDING
ROOTS, FROM THE SITE BY THE CONTRACTOR. THE
CONTRACTOR AT HIS Ol'M EXPENSE SHALL
REPLACE THE PLANT WITH ONE OF EQUAL VALUE
AS ESTABLISHED BY THE ARCHITECT OR REIMBURSE
THE Ol'MER THE COST Of SAID REPLACEMENT IF A
REPLACEMENT CANNOT BE OBTAINED. THE
LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE
OF THE CONDITION Of THE PLANT.
O. ALL EXISTING TREES THAT ARE TO REMAIN
SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE
FROM MEN ANO EQUIPMENT. ALL DAMAGE BY
CONTRACTOR TO EXISTING PLANTS SHALL BE
REPAIRED AT HIS EXPENSE BY PERSONNEL
APPROVED BY THE ARCHITECT.
E. THE CONTRACTOR SHALL INSURE THAT NO
FOREIGN MATERIAL ANO/OR LIQUID, SUCH AS
PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID
OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE
EPOSITEO ON ANY SOIL v.lTHIN THE ORIPUNE (THE
OUTSIDE EDGE OF FOLIAGE OVERHANG) OF ANY
TREE OR SHRUB OR v.lTHIN 6' OF THE TRUNK OR
VINE. SHOULD ANY SUCH POfSONING OF THE SOIL
OCCUR, THE CONTRACTOR SHALL REMOVE SAID
SOIL AS DIRECTED BY THE ARCHITECT AHO
REPLACE OT v.lTH ACCEPTABLE SOfL AT NO
EXPENSE TO THE Ol'MER.
EXISTING HARDCOURT AREA
EXISTING PLAY FIELDS
EXISTING PARKING LOT WITH
AND PAVEMENT MARKINGS.
EXISTING PLANTER
EXISTING LUNCH CANOPY
EXISTING WALKWAY CANOPY
s
NEW SLURRY COAT
EXISITNG AREA DRAINS AND DRAINAGE SWALE TO
REMAIN.
EXISTING LIGHT TO REMAIN.
EXISTING TREE TO REMAIN. PROTECT FROM
DAMAGE DURING WORK.
BE RELOCATED. (U.S.C.)
NEW A.C. PAVING
NEW CONC. PAVING
12"x12 AREA DRAIN.
DRAINAGE SYSTEM.
B CONC. CURB. SEE 12/A1.4
CT TO EXISTING
~ 5'-0" WIDE ACCESSIBLE PATH. 5% MAX. SLOPE
W/ 2% MAX. CROSS SLOPE. SEE 8/A1.4.
4'-0" WIDE ACCESSIBLE PATH ADJACENT TO
EXISTING BUILDING. SEE 4/A1.4
NEW ACCESSIBLE D.F.
NEW PLANTING AREA
EXISTING BENCH AND CHAIN LINK FENCE
R N
•
Roesling .Nakamura
Architects, Inc.
363 Fifth Avenue
San Diego, California
92101
(619) 233-1023
p
IOENTtFtCATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
IAPPL # 101466 I
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OIVISIOO CF 1'E STATE ARCHITECT
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Job No 99150
Date 5/22/00
Drawn OS
A1.1
Sheet ,

7. B QUITA DRIVE
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LEGEND
EXISTING BUILDING
EXISTING FENCE
f--------- ACCESSIBLE PATH OF TRAVEL
SIGNAGE. SEE SCHEDULE SHEET 1.1
[].
PLANTER
SHEET GENERAL NOTES
101. PATH OF TRAVEL (P.O.T.) AS INDICATED, IS
A BARRIER FREE ACCESS WITHOUT ANY ABRUPT
CHANGES EXCEEDING 1/2" @ 12'-0" MAXIMUM
SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT
EXCEED 1/4" VERTICAL. MAXIMUM CROSS-SLOPE 2
% TYPICAL. THE CONTRACTOR SHALL VERIFY THAT
ALL BARRIERS ON THE PATH OF TRAVEL HAVE
BEEN REMOVED.
SHEET KEY NOTES
[2J EXISTING HARDCOURT AREA
0 EXISTING PLAY FIELDS
0 EXISTING PARKING LOT
8J EXISTING PLANTER
0 EXISTING LUNCH CANOPY
0 EXISTING WALKWAY CANOPY
[_2J NOT USED
0 NOT USED
0 NOT USED
~ ACCESSIBLE CURB RAMP. SEE DETAIL 10/T1.2
@I NEW PAINTED STRIPES 2" WIDE @ 36" O.C. ( 4"
WIDE @ BOUNDARIES)
~ TYP. PAVEMENT SYMBOL PER C.B.C. FIGURE
11B-6
[!2j ACCESSIBLE PARKING STALL SIGN. SEE DETAIL
25/T1.2
B WHEEL STOP PER DETAIL 15/T1.2
~ ACCESSIBLE PARKING ENTRY SIGN. SEE DETAIL
20/T1 .2
~ PROVIDE A.C. TOPPING IN AREA OF ACCESSIBLE
PARKING TO ACCOMODATE
[!:2J RELOCATABLE MOVED TO OUTSIDE BUILDING 'D'
YARD
~ PROTECT (E) TREE DURING TRENCHING
R N
•
Roesling Nakamura
Architects, Inc.
363 Fifth Avenue
San Diego, California
92101
(619) 233-1023
p
IDENTIFICATION STAMP
DIV OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
APPL # 101466
ti=FLS (L SS
DIVISION OF TfE STATE ARCHITECT
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Project
Job No. 99150
Date 5/22/00
Drawn DS/VM
1
NTIR A1 2SHEET 1
Sheet
__J

8. . ..
(E) LIGHT~
~(E) PLANTER~
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AREA DRAIN.
CONNECT TO
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---·.(E) TREES TO BE f----- ~ -<=: ·:::: - . · . · ·..
RELOCATED (U.S.C.) - ---c. --:· .. · ~. :-. """"'- -.:_: . .
TYP. OF 2 -· · · · · · --.. ·
-=- :--:-- - - .- - ...·.. . .. ·i .... 9'.:..o... . .
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~--PROTECT
EXISTING TREE
TO REMAIN
·
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.
12" X ~2" C.I.
AREA D~AIN.
CONNECT TO
(EJ AREA
DRAIN.
.
150-151.DVIG
.
1/4"=1'-o" 10
~- CONC. TRASH ENCLOSURE.
SEE 5/A1.4 & 6/A1.4
~---PR 7'-0" WIDE GATES PER
'---''-..
7/A1.4
!SJ_~----'c~C. ET. WALL SIM. TO
15/A1.4
.....----PATCH CURB AND WALK
I .?
illOJ ~-::/-?'Y.1----- CHAIN LINK FENCE 7'-0"TYP....· ...~.. ..; ·.. .... ·...
·~·.. .:
...
---
ACCESSIBLE PARKING
• ._A.-"1---- REDWOOD EDGE PER
END OF CONC.
CURB
3/A1.4
l~-141.D'w'G
1/8" = 1'-o" 18 RELOCATABLE CLASSROOM
0
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' ' '~-(N) ACCESSl<lLE DRINKING FOUNTAIN
'(E) PLANTER & Cet::i.C.
CURB TO REMAIN '
FEATHER (N) A.C.
PAVING TO EXIST. @
2% MAX SLOPE
' ' ' ' ' ' '
150-153.DW"G
ENLARGED PLAN @ BLDG. I A' D.F. 1/4"=1'-0" 12
EXISITNG C SSROOM
CLASSROO TO BE REL ATED
~-------+--RELOCATE (E) CHAIN LINK FENCE
PROVIDE (N) 12" DIA. 36" DEEP FTG.
EA. SIDE SIM. TO 7/A1.4
rt----+----EXISTING RAMP TO BE RELOCATED
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MAX. •
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•
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SEC.TION A-A
NO SCALE
•
150-142.DW'G
1/8" - 1'-0" 20
B
LEGEND
EXISTING BUILDING
EXISTING FENCE
~--------- ACCESSIBLE PATH OF TRAVIEL
SIGNAGE. SEE SCHEDULE SHEET 1.1
D PLANTER
SHEET GENERAL NOTES
SHEET KEY NOTES
QJ EXISTING HARDCOURT AREA
[TI EXISTING PLAY FIELDS
[I] EXISTING PARKING LOT
0 EXISTING PLANTER
0 EXISTING LUNCH CANOPY
0 EXISTING WALKWAY CANOPY
0 EXISTING RETAINING WALL
~NOT USED
0 NEW PLANTER AREA
~ ACCESSIBLE CURB RAMP. SEE DETAIL 10/Tl.2
G NEW PAINTED STRIPES 2" WIDE @ 36" o.c. (4" WIDE @
BOUNDARIES)
~ TYP. PAVIEMENT SYMBOL PER C.B.C. FIGURE 11B-6
~ ACCESSIBLE PARKING STALL SIGN. SEE DETAIL 25/T1.2
~ WHEEL STOP PER DETAIL 15/T1.2
~ ACCESSIBLE PARKING ENTRY SIGN. SEE DETAIL 20/T1.2
~ PROVIDE A.C. TOPPING TO ACCOMODATE ADA ACCESS TO
NEW RAMP (2% MAX. SLOPE)
--,~~!-
R N
•
Roeslini! Nakamura
Ar<hitects. Inc.
363 fifth A..nue
Sen Diego, California
92101
(619) 233-1023
p
IDENT1F'ICAT10N STAMP
DIV. OF TH£ STATE ARCHITECT
OFFICE Of REGULATION SERVICES
APPL # 101466
DIVISION CJ; Tl-£ STATE AACl'ilTECT
Prmls
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04/28/00 YM
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Project
Job No.
ENTIR
SHEET
Sheet
99150
5/22/00
A1.3

9. '0
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f----GALV. SHT. MTL. CAP 112"
-..___ 3X6 TOP PLATE SPLICE @ PLATE
·: ONLY.
Ii-----(E) ELECTRICAL PANEL ANCHOR TO
BLOCKING @ 16" O.C.
~-----2x6 @ 16" O.C.
~i-----GALV. STL POST PER 2/-
l~IH----2x BLKG. @ MIDHEIGHT
i!H----3/4" MARINE GRADE PLYWOOD EA.
SIDE AND TOP. (PAINTED)
rHl-'i-----2x P.T.D.F. SILL W/ 1/2"A.B. @
48" 0.C. MAX 12" MAX. FROM
ENDS.
~--#4 VERT. @ 18" O.C.
PATCH (E) A.C. PAVING
'N
T&B 150-144.Di/G
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1/4"
W/ 4-3/8" X 3" GALV. LAG
SCREW
t+-----4" DIA. XX-STRONG IPE 8 ISI ~"
O.C. MA . TYP. OF '.Z).B>'.t:N'·
----1'-4" DIA. CONG. FTG.
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150-149.D'w'G
.-----A.G.
UL_,,
t::-111_,
i-+--+-t=~---2x10 REDWOOD
-, HEADER
-----18" REDWOOD
STAKES @ 24" O.C.
1.50-145.Di/G
1----F.O. (E) BLDG.
NOTE:
4'-o" '' - 12..
2'-8 +
WALKWAY TRANSITION
1/2" MAX W/
DOWEL @ DOORS. SLOPE TO
(E) SWALE
2% MAX. OR SLAB
4" CONG. SLAB
W/ 8" TURN
DOWN EA. SIDE.
.---+--#4X1 2" DOWEL @
18" o.c.
(PROTECT DRAIN)
r-+--(E) DRAINAGE
SWALE WHERE
OCCURS
(E) SLAB
REMOVE (E) SLAB WHERE NEW SLAB OCCURS. 150-140.D'w'G
SECTION @ PLAY WALL 1/2"=1'-o" 1 POST @ PLAY WALL 1/2"=1'-o" 2 REDWOOD HEADER 3"=1'-o" 3 ACCESSIBLE WALKWAY @ BLDG 1/2"=1'-0" 4
T.O. W. PER SITE PLAN
12" - - SWALE @ TRASH ENCLOSURE
FABRIC
'----FILTER MATERIAL
!-----+---BITUMINOUS DAMPROOFING TO TOP OF
WALL
~-- 4" SOLID WALL PERF. PIPE (PERF.
DOWN) SLOPE 1% MIN. TO DRAIN.
DISCHARGE TO NEAREST STORM DRAIN.
(DAYLIGHT TO PARKING @ TRASH
ENCLOSURE).
150-143.Di/G
8"
++
#5 VERT. @ 12" O.C. @ ~ ---T----t-.
OF WALL
#5 HORZ. @ 15" O.C. @ ~ -~-,­
OF WALL
4" CONG. SLAB W/ -~
#4 @ 18" EA. WAY
@ <t_ OF SLAB
#5 T&B .9' {__ ,y
F,~011'"';
A.C. PAVING
2'-0"
PER SITE PLAN
'<.O x
I <C
<.O ::;:
,+--- 1-1 /2"X3-1 2"
CONT. KEY
•
2'-0"
#5 @ 16" 0.
EA. WAY T&
<.O
I.
-
150-134.Di/G
3" GALV. PIPE
W/ GALV CAP - - - - - - 1
GALV. CLAMP &
HINGE TYP. OF 3 __.,-
PR. 7'-0" WIDE
GALV. GATE W/
CHAIN LINK ------l::H::l:"XY
(E) RETAINING
WALL '11
(E) CURB, CUT & ----,
PATCH AS RE 'D
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~n_'.__iGt"f?~'~·~·~~;;:------WELDED Er~ D C "f'- 12" 150-135.D'w'G
4'-0" MIN.
TRANSITION
B
5' -0"
WALKWAY
4" CONG. SLAB W/
8" TURNDOWN.
DOWEL INTO ADJ.
4" CONG. SLAB SLAB W/ #4 X 12"
SLOPE TO MEET LONG @ 1'-6" O.C.
(E) SLAB
(E) SLAB. SLOPl:..-k-t-... 2% MAX
'"-,.ARIES. !ld~"#:====:i~::;;1!=!:==:+
3
48" DEEP ROOT BARRIER ----t,---.
@ WALK To BLDG. ·c· I "L____j
150-139.Di/G
WALL DRAIN DETAIL 1/2"=1'-o" 5 TRASH ENCLOSURE WALL 1/2"=1'-o" 6 DETAIL @ NEW GATE 1/2"=1'-o" 7 NEW ACCESSIBLE WALK 1/2"=1'-o" 8
CONTRASTING CONG.--~
COLOR STAIN THIS
AREA ONLY
TOOLED JOINT - TYP. OF 5.
1
4 SPAC S
@ 3/4'
SLOPE I
--1 /2" RADIUS
··---}
• /8" I FT. TYP. 114"
.--.:....--:---.----,:--V'V=.lili:N-"loif--------'!-
.· .. ..
• •.. .
3"
1"
• •
• • • ..
1'-2" TREAD NOSING SHALL BE CONTINUOUS,
3" AWAY FROM EACH END
OF TREAD, TYP.
150-148.Di/G
NOSING DETAIL 3"=1'-0" 9
~1/8"
- . ·! d · , _
1-- ~ -/- -·-~1- --~
· ~ SAWCUT JOINT
.,icy::-- 1I 4" MAx
=::::J·:::::;:i---CAULK JOINT FILLER MATERIAL, TYP.
d
--i-~
• .. EXPANSION JOINT•
~1/4" MAX
•
. .".. . ' .. ..
""'I:;---;;- -1- - - -1- - ~...,...
_._ ., _._ • TOOLED JOINT
150-147.D'w'G
"I.
-
3" 1'-0" 1'-2"
6'-0"
#4 CONG SLAB
W/ 12" DOWEL
#4 x 12" DOWEL--,
@ 18" O.C. TOP
& BOTTOM
2'-4" 1'-0" ,.
'--HANDRAIL & CURB
PER 11/-
#4 @ 12" O.C.
~--- #4 TYP. OF 3
SEE SI TE PLAN
FOR CURB
EXTENTION
~--- #4 X 12" LONG DOWEL
@ 18" O.C. TYP.
TYPICAL NOTES
1. RADIUS 2" ON ALL REBAR BENDS.
2. 1/8" SLOPE ON ALL TREADS FOR DRAINAGE.
3. MEDIUM BROOM FINISH ON TREADS
150-146.D'w'G
1 1/2" O.D. GALV. STEEL-.__
PIPE RAILING. ----~
3" l.D. GALV. PIPE--~
SLEEVE DRY PACK
HANDRAIL @ SLEEVE.
STAIR TREAD OR 4" - -
CONG. SLAB.
• •.
HANDRAIL @ STAIR
TOP OF WALL TO
MATCH (E)
•••
'
12"
6" U.O.N.
8"
.
' z<.O -
::;:
0-
-::;:
tt
#5 HORZ. @ 15" O.C. - - - - - - j o , . ; , i
#4 VERT. @ 16" O.C. ---~
CURB & WALK TO----.. _,,____-1"-
MATCH (E)
SEE 5/- FOR
ADDITIONAL INFO.
~·-ol 1'-6" l-
1 1
JOINT DETAILS FULL SCALE 13 STEPS ON GRADE 3/4"=1'-o" 14 SITE WALL
'0
I
n
TYP. EA. SIDE OF D.F.
3'-o"
B
+/-
~- 1 1/2" O.D. GALV. STEEL
PIPE RAILING.
,---- 4" CONG. SLAB.
--3" l.D. GALV. PIPE
SLEEVE DRY PACK
HANDRAIL @ SLEEVE.
r--(E) RETAINING WALL
f,l<-f'*'H (E) PLA R
/
0
I n:: •
. '
12"
..,, . .... . ..•
DRINKING FOUNTAIN
. ..
150-152.D'w'G
PLANTER
150-133.D'w'G
1''=1'-0" 11
BITUMINOUS
DAMPROOFING TO
TOP OF WALL
FILTER
ri-
lstl-150.D'w'G
· 1/2"1'-o" 15
1/2" EXPANSION JOINT 1/2"RAD BOTH1--, ,- .
SIDES OF CURB.
A.C. PAVING
n:: 4" CONG. SLAB_J
u
6" '.
l'I +
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,,J ci
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#4 T&B -
8" n::
k.. l<. _J
u
CONCRETE CURB
-----------,--=~---
SHEET GENERAL NOTES
101. FILTER FABRIC: PROVIDE NON-WOVEN POLYESTER FABRIC.
FABRIC SHALL BE AS FOLLOWS:
CROWN ZELLERBACH; FIBERTEX 200
CELANESE FIBERS; MIRAFI 140
DUPONT; TYPAR
102. FILTER MATERIAL: CLEAN COARSE SAND AND GRAVEL OR
CRUSHED STONE 3/4" MINIMUM TO 1-1 /2" MAXIMUM, FREE
DRAINING.
103. INSTALL IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
104. ROOT BARRIER: ROOT BARRIER SHALL BE A MULTl-YEAR
ROOT CONTROL SYSTEM CONSISTING OF HERBICIDAL
TIME-RELEASED NODULES PERMANENTLY ATTACHED TO A
PERMEABLE GEOTEXTILE FABRIC WHICH WILL INHIBIT PLANT ROOT
ENCROACHMENT.
ACTIVE INGREDIENT: TRIFURALIN 17.1 %
(a,a,a,-TRIFLUR0-2, 6-DINITRO-NN-
DIPROPYL-P-TOLUIDINE)
INERT INGREDIENTS 82.9%
BARRIER TO EXTEND FULL LENGTH OF WALK BETWEEN BUILDINGS
B AND C.
! . ,Ii'•';, I ,':~ !.
R N
•
Roesling Nakamura
Architects, Inc.
363 Fdth Avenue
San Diego, California
92101
(619) 233-1023
p
IDENTIFICATION STAMP
OlV. Of" THE STATE ARCHITECT
omcE Of REGULATION SERVICES
IAPPL # 101 466 I
A~FLS ,f;l SS ='~....,..,
o-)'£
DIVISION OF Tf£ STATE ARCHITECT
Prints
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No. Date Drawn
~ 04/28/00 'yM
P-1 I
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~ 09/12/00 IM
r-1 I
Project
Job No. 99150
Date 5/22/00
Drawn DS/VM
A1.4EN TIRE '--'"'--__.,
SHEET
Shl;!el

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TRUE PLAN
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SCALE: 1/8"=1'-0"
NORTH NORTH
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CLASSROOM A3
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CLASSROOM A4
TYP. @ THIS WALL
WITH EXISTING BUilT
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MULTI-USE
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SEE 1/A2.0
''''' ,/
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~------------------------------~
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CLASSROOM A7
CLASSROOM Al
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BUILDING 'A' DEMO PLAN
SCALE: 1/8"=1'-0"
(!)
23'-11 1/2"
'---
31'-11 1/2"
8'-0"'
'-4,
36'-0"
12'-2" '-4
2'-o"
I
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-'----------------------- ---------'
a'-o" 23'-11 1/2"
36'-o" 2'-0" 36'-0" 31'-11 1/2"
112'-0"
176'-0"
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---------·-
LEGEND
EXISTING WALL TO BE REMOVED
,-·, I
EXISTING DOOR TO BE REMOVED' I
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j
'
•••••• EXISTING WINDOW TO BE REMOVED
<::!' EXISTING FIXTURE TO BE REMOVED
AREA OF NEW Wlf)RK REQUIRING
REMOVAL OF EXIST. SLAB AND/OR
FOOTING.
it
SHEET GENERAL NOTES
101. SEE DEMOLITION NOTES SHEET T1.2 AND
SPECIFICATIONS FOR ADDITIONAL INFO.
102. SEE CEILING DEMO PLAN AND ROOF PLAN
FOR ADDITIONAL INFORMATION.
103. SEE STRUCTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
104. AT TOILET ROOMS, ALL FLOOR SLABS,
FINISHES, FIXTURES, EQUIPMENT, PARTITIONS,
AND ACCESSORIES TO BE REMOVED.
105. AT FIRE RATED CONSTRUCTION, REMOVE ALL
FINISHES AND FURRING TO EXPOSE (E) FRAMING.
SEE A2.4 & A9.0 FOR LOCATIONS OF FIRE RATED
CONSTRUCTION.
...,,
•••
SHEET KEY NOTIS
Ii' COUNTER AND/OR CABINET TO BE
~ REMOVED.
SINK TO BE REMOVED
PLATFORM TO BE REMOVED.
WALL-MOUNTED TERAZZO TROUGH
DRINKING FOUNTAIN TO BE REMOVED.
WALL-MOUNTED TERAZZO TROUGH
LAVATORY TO BE REMOVED.
CONC. CURB TO BE REMOVED.
EXHAUST HOOD TO BE REMOVED.
KILN TO BE REMOVED
,~~OOLER TO BE RELOCATED.
A°'"V'"'-v
FOLD DOWN TABLES TO BE REMOVED.
REMOVE BEAMS AND CEILING JOIST.
SUPPORT (E) FLOOR, ROOF & WALL
ABOVE.
CONC TO BE REMOVED.
CONC. SLAB AND 15" WIDE FOOTING
BELOW TO BE REMOV .,.
ALL WALL AND CEILING FINISHES TO
BE REMOVED TO EXPOSE (E)
FRAMING.
HATCH AND LADDER TO BE REMOVED.
F.E.C./F.A. BOX TO BE REMOVED.
PATCH TO MATCH ADJACENT WALL
WALL FINISH AND FRAMING TO BE
REMOVED TO INSTALL NEW F.E.C. SEE
SHEET A2.4 FOR LOCATION.
FOLD DOWN TABLES AND FURRING TO
BE REMOVED TO (E) BEARING WALL
STUDS.
f19l PLASTIC LAMINANT WALL SURFACE
i..'..:J AND GYP. BO. TO BE REMOVED.
FRAMING TO BE REMOVED AS REQ'D
TO ACCOMODATE NEW DOOR. SEE
A2.4 FOR DOOR LOCATIONS AND A7.0
FOR DOOR SIZES.
KEYPLAN
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Roosting Nakamura
Architects, Inc.
363 lllth Awnue
San Diego. California
92101
(819) 233-1023
• "- ~~. I ' ·"• '. - '
; ~ ' i " ... '
' -· ,, . -
IDENTIFICATION STAMP
DIV OF THE STATE ARCHITECT
Of'FICE OF REGULATION SERVICES
[APPL # 101466
~~
Af; - FLS
J. s·~
DATE
(
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OIVISIO'l OF Tf£._STATE AACHITECT
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No Date Drawn
04/01/00 VM
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Job No. 99150
Date 5/22/00
Dra1'Jl OS/VM
A2.0
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CLASSROOM 8
CLASSROOM 8
CLASSROOM 5
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,,, ,, ,,,,,,,,,,,,,, ,, ,,,,,,,,
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MECHA~AL
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SCALE: 1/8"=1'-Q"
NORTH NORTH
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MULTI-USE
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CLASSROOM 3
CLASSROOM 4
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~iiNORTH NORTH
23'-11 1/2"
_ __
31'-11 1/2"
---------------~-------
8' -o"
36'-Q"
BUILDING 'A' REFLECTED CEIL NG DEMO PLAN
SCALE: 1/8"=1'-0"
2'-0"
I
I0-------7 :I I
-------~---------------
_______ __;
YP. 8'-0" 23'-11 1/2"
36'-Q" 31'-11 1/2"
112'-0"
176'-o"
LEGEND
- -----------
EXISTING WALL TO BE REMOVED
EXISTING SPRINKLER HEAD TO BE
REMOVED
SHEET GENERAL NOTES
SHEET GENERAL NOTES
101. UNLESS NOTED OTHERWISE, CEILING DEMOLITION
SHALL INCLUDE REMOVAL OF ALL ASSOCIATED
CEILING FRAMING AND SUPPORT SUSPENSION
SYSTEMS.
102. SEE SPECIFICATIONS & GENEF<-AL DEMOLITION
NOTES SHEET T1.2 FOR ADDITIONAL REQUIREMENTS.
103. SEE STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS AND 5PECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
SHEET KEY NOTES
LUMINOUS PLASTIC AND ALL OTHER CEILINGS AT
CLASSROOMS TO BE REMOVED, U.N.O.
SOFFIT ABOVE EXISTING TEACHERS CABINET TO
REMAIN.
GYP. BD. CEILING TO BE REMOVED. CEILING
FRAMING TO REMAIN.
NOT USED.
GYP. BD. CEILING AND WOOD 'CEILING JOISTS
ABOVE TO BE REMOVED.
GYP. BD. CEILING W/ 2x4 CLG. JOISTS SUSPENDED
BY 2x4's @ 48" O.C. TO BE REMOVED.
ACCESS HATCH & LADDER TO BE REMOVED.
SPRINKLER SYSTEM TO BE COMPLETELY REMOVED.
SPRINKLER SYSTEM TO BE ABANDONED. REMOVE
HEAD TO ABOVE CEILING. DRAIN AND CAP
SPRINKLER.
COLUMN TO REMAIN.
ACCORDIAN PARTITION TO BE REMOVED.
STUCCO @ EXTERIOR SOFFIT AND HALL TO BE
REMOVED. FRAMING TO REMAIN.
GRILL OR OTHER EQUIPMENT TO BE REMOVED.
KEYPLAN
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Roesling Nakamura
Architects, Inc.
363 Fifth Avenue
San Diego, California
92101
(619) 233-1023
A FLS _..,. S
DATE
DIVISION OF Tl-ESTATE ARCHITECT
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A 04/01100 VM
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Job No 99150
Dale 5/22/00
Drawn DS/VM
A2.0.1
Sheet
A
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SHEET

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CLASSROOM 81
8'-6"
CEl CLASSROOM
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83' -1 5/8"
41'-6 13/16"
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MECHANICAL
(ABOVE WORKROOM)
TRUE PLAN
BUILDING 'B' DEMO PLAN
• !! SCALE: 1/8"=1 '-0"
NORTHNORTH
LEGEND
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO BE REMOVED
EXISTING WINDOW TO BE REMOVED
EXISTING TOILET TO BE REMOVED
-
AREA OF NEW WORK REQUIRING
REMOVAL OF EXIST. SLAB AND/OR
FOOTING TO BE REMOVED AND
REPLACED
3. SEE SHEET A2.5 FOR DOORS REQUIRING FRAMING
MODIFICATIONS.,---.....
4. SEE SHEET A 2.1.1 FOR CEILING DEMOLITION.
SHEET KEY NOTES
COUNTER AND/OR CABINET TO BE
REMOVED, TYPICAL.
TERRAZZO TROUGH DRINKING
FOUNTAIN TO BE REMOVED.
CONCRETE SLAB TO BE REMOVED.
DOOR/WINDOW AND FRAMING TO BE
REMOVED.
CONC TE CURBS @ EXISTING
J.-..,.---"'-H:.:'.OWER TO BE REM0 VED
.-----.....
ACCORDIA PARTITION, ASSOCIATED
HARDWARE, AND FRAMING TO BE
REMOVED.
HATCH & LADDER TO BE REMOVED.
STRUCTURAL COLUMN TO REMAIN.
RELOCATE EXISTING REFRIGERATOR
AND VENDING MACHINES TO NEW
STAFF ROOM.
-----FRAMING TO BE REMOVED AS REQ'D
TO ACCOMODATE NEW DOOR. SEE
A2.4 FOR DOOR LOCATIONS AND A7.0
FOR DOOR SIZES.
F.E.C./F.A. BOX TO BE REMOVED.
PATCH GYP. BD. TO MATCH
ADJACENT WALL.
WALL FINISH TO BE REMOVED FOR TO
INSTALL NEW F.E.C. SEE SHEET A2.5
FOR F.E.C. LOCATION.
~ EQUIPMENT TO BE REMOVED.
PLASTIC LAMINANT WALL SURFACE
AND GYP. BD. BEHIND TO BE
REMOVED. ,..____,,
KEYPLAN
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Roesling Nakamura
Ar<:hiteots, Inc.
:J63 Fifth A"'nue
San Diego, California
92101
(619) 233-1023
p
' ........ , : - ~··
.~
. REVISED·.
IDENTIFICATION STAMP
O!V. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
APPL # 1Q1
I
AC - FLS _ _ S~~
DATE
OIVISIOO OF TI-£ STATE ARCHITECT
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04/01/00 YM
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Job No. 99150
Dale 5/22/DO
Drawn DS/VM
A2.1
Sheet

13. 1
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CLASSROOM
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TEACHERS ROOM c.,?'~ ~.,.,._,...
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' /
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•NORTH
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NORTH
l • • :;J;'lll
--·~1r:181i
LEGEND
EXISTING WALL TO BE REMOVED
SPRINKLER HEAD TO BE REMOVED.
SHEET GENERAL NOTES
101. UNLESS NOTED OTHERWISE, CEILING DEMOLITION
SHALL INCLUDE REMOVAL OF ALL ASSOCIATED
CEILING FRAMING AND SUPPORT SUSPENSION
SYSTEMS.
102. SEE SPECIFICATIONS & GENERAL DEMOLITION
NOTES SHEET T1.2 FOR ADDITIONAL REQUIREMENTS.
10.3. SEE STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
SHEET KEY NOTES
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FRAMING TO REMAIN.
CEILING TO REMAIN.
GYP. SD. CEILING AND WOOD CEILING JOISTS
ABOVE TO BE REMOVED.
GYP. SD. CEILING W/ 2x4 CLG. JOISTS SUSPENDED
BY 2x4's @ 48" 0. C.
ACCESS HATCH & LADDER TO BE REMOVED.
NOT USED.
SPRINKLER SYSTEM TO BE ABANDONED. REMOVE
HEAD TO ABOVE CEILING. DRAIN AND CAP
SPRINKLER.
COLUMN TO REMAIN.
ACCORDIAN PARTITION TRACK AND WOOD FRAMING
ABOVE.
NOT USED.
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IN SPEC. FOR ADDITIONAL I
3. SEE MECHANICAL, PLUMBING, AND ELECTRICAL
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CONCRETE SLAB AND CURB TO BE REMOVED.
PART OF THE EXISTING CABINET TO BE
REMOVED, SEE A2.6
F.E.C./F.A. BOX TO BE REMOVED PATCH TO
MATCH ADJACENT WALL.
WALL FINISH AND FRAMING TO BE REMOVED TO
INSTALL NEW F.E.C. SEE SHEET A2.6 FOR
LOCATION.
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SYSTEMS.
102. SEE SPECIFICATIONS & GENERAL DEMOLITION
NOTES SHEET T1.2 FOR ADDITIONAL REQUIREMENTS.
103. SEE STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
SHEET KEY NOTES
LUMINOUS PLASTIC AND ALL OTHER CEILINGS AT
CLASSROOMS TO BE REMOVED, U.N.O.
NOT USED.
GYP. BD. CEILING TO BE REMOVED. CEILING
FRAMING TO REMAIN.
CEILING TO REMAIN.
NOT USED.
GYP. BO. CEILING W/ 2x4 CLG. JOISTS SUSPENDED
BY 2x4's @ 48" O.C. TO BE REMOVED STUCCO
SOFFIT TO BE REMOVED. FRAMING TO REMAIN.
ACCESS HATCH & LADDER TO BE REMOVED.
NOT USED.
SPRINKLER SYSTEM TO BE ABANDONED. REMOVE
HEAD TO ABOVE CEILING. DRAIN AND CAP
SPRINKLER.
NOT USED.
NOT USED.
NOT USED.
STUCCO @ EXTERIOR SOFFIT TO REMAIN.
GRILL OR OTHER EQUIPMENT TO BE REMOVED.
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SHEET GENERAL NOTE
2. SEE STRUCTURAL, MECHANICAL, PLUMBING, AND
~""'ELECTRICAL PLANS FOR ADDITIONAL INF ATION.
SEE SHEET A2.3.1 FOR CEILING DEMOLITION
MODIFICATIONS.
SEE FLOOR PLANS FOR ADITIONAL INFORMATION.
SHEET KEY NOTES
COUNTER CABINET TO BE REMOVED,
TYPICAL.
REMOVE FRAMING AS REQ'D. FOR
DOOR RELOCATION.
ALL EXISTING PLUMBING FIXURES,
TOILET PARTITIONS AND ACCESSORIES
TO BE REMOVED.
8J CONCRETE CURB AT EXISTING WALL
TO BE REMOVED.
0 WALL OR PARTITION TO BE REMOVED.
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IOENTlflCATION STAMP
DIV. OF THE STA.TE ARCHITECT
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APPL# 1014
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)
--- ---~-~-
LEGEND
EXISTING WALL OR DEMOUNTABLE
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SHEET GENERAL NOTES
101. UNLESS NOTED OTHERWISE, CEILING DEMOLITION
SHALL INCLUDE REMOVAL OF ALL ASSOCIATED
CEILING FRAMING AND SUPPORT SUSPENSION
SYSTEMS.
102. SEE SPECIFICATIONS & GENERAL DEMOLITION
NOTES SHEET T1 .2 FOR ADDITIONAL REQUIREMENTS.
103. SEE STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
SHEET KEY NOTES
LUMINOUS PLASTIC AND ALL OTHER CEILINGS AT
CLASSROOMS TO BE REMOVED, U.N.O.
SOFFIT ABOVE EXISTING TEACHERS CABINET TO
REMAIN.
GYP. BD. CEILING TO BE REMOVED. CEILING
FRAMING TO REMAIN.
NOT USED.
GYP. BD. CEILING AND WOOD CEILING JOISTS
ABOVE TO BE REMOVED.
GYP. BD. CEILING W/ 2x4 CLG. JOISTS SUSPENDED
BY 2x4's @ 48" O.C. TO BE REMOVED STUCCO
SOFFIT TO BE REMOVED. FRAMING TO REMAIN.
NOT USED.
NOT USED.
SPRINKLER SYSTEM TO BE ABANDONED. REMOVE
HEAD TO ABOVE CEILING. DRAIN AND CAP
SPRINKLER.
~ COLUMN TO REMAIN.
~ NOT USED.
~ NOT USED.
~ STUCCO @ EXTERIOR SOFFIT TO REMAIN.
~ GRILL OR OTHER EQUIPMENT TO BE REMOVED.
KEYPLAN
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NOTES
CLASSROOM
13A. ACCESSIBLE BASE CABINET AND
SINK. SEE 1/ A8.3
13B. WALL MOUNTED CABINET. SEE
1/A8.3
13C. TEACHER'S STORAGE CABINET. SEE
1/A8.3
13D. MARKER BOARD AND TRAY. SEE
1/A8.3
13E. TEACHING WALL (ADDITIVE
ALTERNATE). SEE 3/A8.3
13F. CLASSROOM BOOKCASE (ADDITIVE
ALTERNATE). SEE 1/ A8.3
13G. COAT HOOK/RAIL. SEE 1/A8.3
LEGEND
.....................
EXISTING WALL (NON-RATED)
NEW WALL (NON-RATED)
................... EXISTING WALL (UPGRADED TO ONE OR
TWO HOUR RATED CONSTRUCTION).
NEW WALL (ONE HOUR RATED)
CURB
WALL TYPE REFERENCE. SEE SHEET A5.1
FOR ADDITIONAL INFORMATION.
STARTING POINT OF DIMENSION STIRING
(FINISHED FACE OF WALL U.0.N.)
WALL TYPE REFERENCE: SEE SHEET A/5.1
FOR ADDITIONAL INFO.
WALL W/ 6" CURB REFERENCE: SEE
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---- LINE OF 2HR AREA SEPARATION WALL,
S 24/A5.1 FOR PENETRATION DETAI
s
AREA OF DEPRESSED SLAB FOR CERAMIC
TILE INSTALLATION. SEE 10/A5.2
N
101. NEW DOORS, WINDOWS AND FINISHES PER
SCHEDULES.
102. SEE STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL PLANS, PLUS SPECIFICATIONS FOR
ADDITIONAL WORK.
DOOR SCHEDULE, SHEET A7.0, AND SIGN AGE
T1 .1 FOR ADDITIONAL SIGN AGE OU.,,.-....,
104. SEE INTERIOR ELEVATIONS SHEET A8.2 FOR A
INFORMATION REGARDING CLASSROOM FINISHES.
105. HE NE WAL S ALIGN WITH EXISTING, NEW
FRAMING AND FINISHES SHALL BE FLUSH WITH EXISTING.
106. SEE SHEET A8.0 FOR REQ. DIMENSIONS,
CLEARANCES, AND MOUNTING HEIGHTS FOR ASSESSIBLE
TOILET FACILITIES.
107. BUILDING IS SYMMETRICAL, WALL TYPES SIMILAR
BOTH SIDES U.O.N.
108. PROVIDE FIRE EXTINGUISHERS AND CAB WHERE
INDICATED.
109. PROVIDE INSULATION AT ALL NEW WALLS AND (E)
WALLS TO BE UPGRATED. SEE SHT. A7.1 FOR ADDITIONA
INFO. ON INSULATION.
SHEET K NOTES
[2J NEW OCCUPANT LOAD SIGN PER SIGNAGE SCHEDULE
SHT. T1 .1, I T IN TE MAX. LOAD OF 720
OCCUPANTS IGN T
0 NEW FIRE EXTINGUISHER AND CAB. SEE 22/A10.0
0 NEW HANDRAIL AT STEPS. SEE 14/A10.3
0 NEW PLATFORM AND STEPS SEE 2/S1.1
0 NEW ACCESSIBLE RAMP SEE 22/A10.3
[I] NEW CABINET/CASEWORK SEE INTERIOR ELEVATIONS
SHTS. A8.0 TO~
0 PROVIDE ASSISTIVE LISTENING SYSTEM AND SIGN,
MOUNTED AT 60" AFF TO CENTER f': SIG SEE
SIGN AGE SCHEDULE SHT. T1 .1, SIG TY G
-·,,
0 NEW FRAMED DOOR OPENING. SEE 18/S1.1.
0 NEW COLUMN AND FOOTING. PATCH FLOOR SLAB
FINISHES TO MATCH EXISTING. S E HT. S1 .0 FOR
~ L TIONS 10/S1.1 & 10/S1.2. A
j9Aj COLUMN W/ FIRE PROTEC I N PER DETAIL 22/A5.1
~ ADDITIVE ALTERNATl VE TEACHING WALL. SEE 3/A8.3
B FLOOR ACCESS DOOR. SEE 4/A10.3
~ LADDER SIM TO 16/A10.3.
1 CEILING ACCESS PANEL. SEE 23/A10.3
12 DOOR TO RECEIVE PANIC HARDWARE. SEE DOOR
SCHEDULE.
~ 13A-13G, SEE TYPICAL CLASSROOM NOTES.
~ PROVIDE 2X INFILL FRAMING W/ INSULATION AT (E)
DOOR TO MATCH A J. WALL.
~ DOOR TO SWING 180 DEGREES W/ 7" MAX
ENCROACHMENT IN CORRIDOR WHEN OPEN.
~~----
~ 2x6 FURRING @ 16" 0.C. OVER FIRE RATED
MAINTAIN INTERGRITY OF FIRE RATING
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Architects, Inc.
363 Fifth Avenue
San Diego, California
92101
(619) 233-1023
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OFFICE OF REGULATION SERVICES
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Job No 99150
Date 5/22/00
Drawn DS/IM
A2.4
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