------
TOTAL SITE AREA:
----- SF (---- ACRES)
DENSITY:
--------
GAUGE
GALVANIZED
GYPSUM BOARD
GLASS
GROUND
GRADE
GYPSUM
H.B.
H.C.
HDCP.
HDW.
H.M.
HORIZ.
HR.
HT.
HTG
HOSE BIBB
HOLLOW CORE
HANDICAP
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING
GRID LINE AND
BUBBLE
I.D.
INCL.
INSUL.
INT.
(DIM) INSIDE DIAMETER
INCLUDE
INSULATION
INTERIOR
WALL TAG
JAN.
JT.
JANITOR
JOINT
KIT.
K.O.
KITCHEN
KNOCKOUT
---
SHEET CALLOUT IS ON
SECTION
REFERENCE
ROOM NAME
ROOM TAG
AREA
---
WINDOW TAG
PANIC HARDWARE
HO
PH
#
DOOR TAG
HOLD OPEN
LEVEL NAME
LEVEL / ELEVATION
REFERENCE
###
REVISION CLOUD
REVISION TAG
#
--
----
--
--
EXTERIOR
---
--
DOUBLE
DEMOLISH
DETAIL
DRINKING FOUNTAIN
DIAGONAL
DIAMETER
DIMENSION
DISPENSER
DIVISION
DOWN
DOOR
DOWNSPOUT
DRAWING
GA.
GALV.
G.B.
GL.
GND.
GRD.
GYP.
CALLOUT OR
SECTION NUMBER
#
DBL.
DEMO.
DET.
D.F.
DIAG.
DIAM.
DIM.
DISP.
DIV.
DN.
DR.
DS.
DWG.
FACE BRICK
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FINISH
FLOOR
FLASHING
FLUORESCENT
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUDS
FIREPROOF
FOOT OR FEET
FOOTING
FURRING
FUTURE
FIRE RATED
SHEET DETAIL IS ON
BUILDING
SECTION
CABINET
CONCRETE BRICK
CEMENT
CERAMIC
CUBIC FOOT
CORNER GUARD
CEILING
CAST IRON
CLEAR
CONC. MASONRY UNIT
COUNTER
CASED OPENING
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CARPET
COUNTERSINK
CERAMIC TILE
CUBIC YARD
F.B.
F.D.
FOUND
F.E.
FIN.
FL.
FLASH.
FLUOR.
F.O.C.
F.O.F.
F.O.S.
FP.
FT.
FTG.
FURR.
FUT.
FR.
---
WALL
SECTION
CAB.
C.B.
CEM.
CER.
C.F.
C.G.
CLG.
C.I.
CLR.
C.M.U.
CNTR.
C.O.
COL.
CONC.
CONN.
CONSTR.
CONT.
CONTR.
CPT.
CSK.
C.T.
C.Y.
EAST
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATION/ELEVATOR
ENCLOSED
EQUAL
EQUIPMENT
ELECTRIC WATER COOLER
EXISTING
EXPANSION
EXTERIOR
DETAIL OR SECTION
NUMBER
-
BOARD
BITUMINOUS
BUILDING
BLOCK.
BLOCKING
BEAM
BOTTOM
BASEMENT
BUILT-UP ROOFING
BULLNOSE
E.
EA.
E.J.
EL.
ELEC.
ELEV.
ENCL.
EQ
EQUIP.
E.W.C.
EXIST.
EXP.
EXT.
REFERENCE SYMBOLS
-
BD.
BITUM.
BLDG.
BLK.
BLKG
BM.
BOT.
BSMT
BUR.
BN.
ELEVATION
REFERENCE
INTERIOR
LAB.
LAM.
LAV.
LKR.
LT.
LVR.
L.W.
LABORATORY
LAMINATE
LAVATORY
LOCKER
LIGHT
LOUVER
LIGHTWEIGHT
MAS.
MAX.
M.C.
MECH.
MEMB.
MET.
MFR.
MH.
MIN.
MIR.
MISC.
M.O.
MOD.
MT.
MTD.
MATL.
MUL.
MASONRY
MAXIMUM
MEDICINE CABINET
MECHANICAL
MEMBRANE
METAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MODULAR
MOUNT
MOUNTED
MATERIAL
MULLION
2. CONTRACTOR SHALL USE EXTREME CARE AND CAUTION DURING THE
CONSTRUCTION SO AS NOT TO DAMAGE ANY ON OR OFF-SITE EXISTING FACILITIES.
ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING FACILITIES SHALL BE
REPAIRED TO THE SATISFACTION OF AND AT NO EXPENSE TO THE OWNER.
N.
N.I.C.
NO. OR #
NOM.
N.T.S.
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
4. MANUFACTURERS OF MATERIALS OTHER THAN THOSE SPECIFIED ON THESE
PLANS SHALL MEET THE SPECIFIC REQUIREMENTS OF GOVERNING AGENCIES HAVING
JURISDICTION OVER THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR
APPROVALS OF SUBSTITUTED MATERIALS AND CHANGES TO THE PROJECT AS
REQUESTED BY THE GOVERNING AGENCIES, WITH NO ADDITIONAL COST TO THE
OWNER.
O.A.
O.C.
O.D.
OFF.
OH.
OPNG.
OPP.
OVERALL
ON CENTER
(DIM) OUTSIDE DIAMETER
OFFICE
OVERHEAD
OPENING
OPPOSITE
PL.
P.LAN.
PLAS.
PLYWD.
PLUMB.
PNT.
PR.
PRCST.
PREFAB.
PT.
PTD.
P.T.DISP
PTN.
PVC.
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PLUMBING
PAINT
PAIR
PRE-CAST
PREFABRICATED
POINT
PAINTED
PAPER TOWEL DISPENSER
PARTITION
POLYVINYL CHLORIDE
Q.T.
QUARRY TILE
R.
R.A.
RAD.
R.D.
REF.
REFR.
REG.
REINF.
REM.
REQ'D.
RESIL.
REV.
RM.
R.O.
RWD.
RISER
RETURN AIR
RADIUS
ROOF DRAIN
REFERENCE
REFRIGERATOR
REGISTER
REINFORCE/REINFORCING
REMOVE
REQUIRED
RESILIENT
REVERSE
ROOM
ROUGH OPENING
REDWOOD
S.
S.C.
SCHED.
S.D.
SECT.
SH.
SHT.
SHWR.
SIM.
S.N.D.
S.P.
SPEC.
SQ.
S.S.
STA.
STD.
STL.
STOR.
STRUCT.
SUSP.
SYM.
SYN.
SOUTH
SOLID CORE
SCHEDULE
STORM DRAIN
SECTION
SHELF
SHEET
SHOWER
SIMILAR
SANITARY NAPKIN DISPENSER
SOUNDPROOF
SPECIFICATION
SQUARE
STAINLESS STEEL
STATION
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
SYNTHETIC
T.B.
T.O.C.
TEL.
TERR.
T. & G.
THK.
T.O.M.
T.O.W.
T.P.D.
TR.
TV.
TYP.
TOWEL BAR
TOP OF CURB
TELEPHONE
TERRAZZO
TONGUE AND GROOVE
THICK
TOP OF MASONRY
TOP OF WALL
TOILET PAPER DISP.
TREAD
TELEVISION
UNFINISHED
UNF.
U.O.N.
UR.
UNFINISHED
UNLESS OTHERWISE NOTED
URINAL
V.C.T.
V.B.
VER.
VERT.
VEST.
V.T.
VINYL COMPOSITION TILE
VINYL BASE
VERIFY
VERTICAL
VESTIBULE
VINYL TILE
W.
W/
W.C.
WD.
W/O.
WP.
WSCT.
WT.
W.W.F.
WEST
WITH
WATER CLOSET
WOOD
WITHOUT
WATERPROOF
WAINSCOT
WEIGHT
WELDED WIRE FABRIC
B. GENERAL:
1. CONTRACTOR AGREES THAT HE SHALL ASSUME THE SOLE AND COMPLETE
RESPONSIBILITY FOR SITE CONDITIONS DURING THE COURSE OF THE
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; & THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY AND ALL
LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR THE
WORK ON THIS PROJECT.
3. THE CONTRACTOR SHALL NOTE THAT THERE SHALL BE NO SUBSITUTIONS AFTER
BIDDING AND NEGOTIATIONS, FOR ANY MATERIAL WHERE SPECIFIC
MANUFACTURERS ARE SPECIFIED. WHERE APPROVED EQUAL IS USED IT SHALL BE
UNDERSTOOD THAT THE SUBSITUTION SHALL BE JUDGMENT AND APPROVAL OF THE
ARCHITECT.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE BEFORE COMMENCING WORK AND SHALL IMMEDIATELY REPORT ANY
DISCREPANCIES TO THE ARCHITECT.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISTRIBUTE ADEQUATE
COPIES OF ALL DRAWINGS TO ALL TRADES FALLING UNDER THEIR RESPONSIBILITY AT
ALL TIMES DURING THE PROGRESS OF THE JOB (I.E. REVISIONS).
7. THE CONTRACTOR SHALL AT ALL TIMES, KEEP PREMISES FREE FROM
ACCUMULATION OF DEBRIS. AT THE COMPLETION OF THE WORK, HE SHALL CLEAN
ALL GLASS SURFACES AND LEAVE THE WORK "BROOM CLEAN".
8. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT, AND OTHER
ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FOR, OR
REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE.
9. WHERE WORK OR EQUIPMENT IS INDICATED "BY OTHERS" SUCH WORK AND/OR
EQUIPMENT SHALL BE PART OF THE CONTRACT AND PROVIDED BY GENERAL
CONTRACTOR AND/OR OTHER TRADES. THE CONTRACTOR SHALL COORDINATE AND
COOPERATE TO EFFECT SUCH INSTALLATION.
10. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCES/BARRIERS
AROUND ALL CONSTRUCTION AREAS.
11. CONTRACTOR SHALL SUPPLY ONE (1) SET OF AS-BUILT CONSTRUCTION
DOCUMENTS WHICH SHALL INCLUDE PLANS AND SPECIFICATIONS BEARING RED
MARKS/NOTES INDICATING CHANGES AND MODIFICATIONS.
12. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL SUBMIT CERTIFICATES
OF INSPECTION OF SATISFACTORY COMPLETION.
S1.0
S1.0-1
S1.0-2
S1.1
S1.2
DEMOLITION
TITLE SHEET
SITE PLAN
ADA NOTES
ADA + CALGREEN NOTES
PLANS & INT. ELEVATIONS - RESTROOM BUILDING
ROOF & CEILING PLANS - RESTROOM BUILDING
PLANS & INT. ELEVATIONS - EDUCATION BUILDING
PLANS & INT. ELEVATIONS - MULTI-USE BUILDING
EXTERIOR ELEVATIONS - RESTROOM BUILDING
EXTERIOR ELEVATIONS - EDUCATION BUILDING
DOOR SCHEDULE & DOOR TYPES
WINDOW SCHEDULE & TYPES
DETAILS
DETAILS
Structural Notes
STRUCTURAL NOTES
STRUCTURAL OBSERVATION NOTES
New Structures
New Restrooms
5. WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3, UPC)
F. ADDITIONAL NOTES
1. NOT USED
2. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED
WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH
ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE
ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A
HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
c. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS
OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
d. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND
BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS
UNFINISHED.
e. IN OPENINGS AROUNDS VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS
WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS WITH NON-COMBUSTIBLE
MATERIALS.
7. DRAFT-STOPS MUST BE PROVIDED IN THE FOLLOWING LOCATIONS:
3. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30
AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE
LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE
RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15
INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX
OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISHED FLOOR OR
WORKING PLATFORM. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN
20 AND 25 INCHES IN DEPTH, THE MAX. HEIGHT MEASURED AT THE BOX IS
REDUCED TO 44 INCHES FOR FORWARD APPROACH, OR 46 INCHES FOR
SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24
INCHES IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25
INCHES FROM THE WALL BENEATH THE RECEPTACLE. OUTLETS THAT DO
NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT
COMPARABLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE
PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. (1136A.1)
4. CONTROLS OR SWITCHES INTENDED TO BE SED BY THE OCCUPANT OF
THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,
APPLIANCES, ALARMS, OR COOLING, HEATING AND VENTILATING
EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED
FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES
MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE
FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A
PHYSICAL BARRIER OR OBSTRUCTION BETWEEN 20 AND 25 INCHES IN
DEPTH, THE MAX. HEIGHT IS REDUCED TO 44 INCHES FOR FORWARD
APPROACH, OR 46 INCHES FOR SIDE APPROACH, PROVIDED THE
OBSTRUCTION IS NO MORE THAN 24 INCHES IN DEPTH. PHYSICAL
BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES
FROM THE WALL BENEATH THE CONTROL. CONTROLS THAT DO NOT
SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT
COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME
FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.
(1136A.2)
a. IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR
CONCEALED SPACES, AND IN FLOOR-CEILING ASSEMBLIES, DRAFT STOPS SHALL BE IN LINE WITH WALLS
SEPARATING INDIVIDUAL DWELLING UNITS AND GUEST ROOMS FROM EACH OTHER AND FROM OTHER
USES.
b. DRAFT-STOPPING SHALL BE 1/2" GYPSUM BOARD, DRAFT-STOPPING MUST BE ADEQUATELY
SUPPORTED.
8. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH (NFPA-13 / NFPA-13R); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIC.
PRIOR TO INSTALLATION.
B. INTERIOR FINISHES AND FLAME RETARDANTS:
1. THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS
SHALL NOT EXCEED THAT SET FORTH IN TABLE ----. SMOKE DENSITY SHALL NOT BE GREATER THAN 450
WHEN TESTED IN ACCORDANCE WITH UBC STANDARD 8-1.
2. INTERIOR WALL AND CEILING FINISHES FOR ENCLOSED STAIRWAY SHALL NOT EXCEED A FLAMESPREAD CLASSIFICATION OF 25 (CLASS 1) AND A SMOKE DENSITY OF 150L.
3. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN
APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.).
4. THE FLAME-SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF THE CORRIDOR, LOBBY, AND
EXIT ENCLOSURE MUST BE CLASS II.
C. SIGNAGE:
1. STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALL ENCLOSED
STAIRWAYS IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT.
1. THE CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO BE A COMPLETE SET OF
INSTRUCTIONS ON HOW TO CONSTRUCT A BUILDING. CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SITE SAFETY
PRECAUTIONS ARE CUSTOMARILY ASSIGNED AS RESPONSIBILITIES OF THE
CONTRACTOR TO GIVE THE CONTRACTOR FULL LATITUDE IN PREPARING BIDS AND
CARRYING OUT THE CONSTRUCTION PHASE.
2. OMISSIONS OR CONFLICTS BETWEEN THE DRAWINGS, NOTES, AND DETAILS, SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE
PROCEEDING WITH THE WORK.
3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THES
GENERAL NOTES.
1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75
FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, ALSO DURING
CONSTRUCTION.
2. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 10BC FOR KITCHEN,
ELECTRICAL ROOM, MECHANICAL ROOM, AND ELEVATOR EQUIPMENT ROOM.
4. THE LOCATION OF FIRE DEPARTMENT HOSE CONNECTIONS SHALL BE APPROVED BY THE FIRE
DEPARTMENT.
5. PROVIDE A COMPLETE SUPERVISED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT THE BUILDING IN
ACCORDANCE WITH ALL APPLICABLE CODES. NO WORK ON THIS SYSTEM SHALL BE STARTED PRIOR TO
THE APPROVAL OF PLANS BY THE FIRE DEPARTMENT AND THE BUILDING DEPARTMENT PLUMBING
SECTION.
E. FIRE ALARM:
1. PROVIDE A COMPLETE AUTOMATIC FIRE ALARM AND DETECTION SYSTEM THROUGHOUT THE BUILDING IN
ACCORDANCE WITH APPLICABLE CODES.
2. SUBMIT DRAWINGS OF FIRE ALARM SYSTEM TO FIRE DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATION.
3. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO
SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72
F. SPECIAL HAZARDS:
6. ALL DIMENSIONS ARE TO CENTER LINE OF STUD OR FACE OF STUD AS INDICATED.
FACE OF WALL IS FACE OF CONCRETE/MASONRY, AND FACE OF FINISH MATERIAL,
UNLESS NOTED OTHERWISE.
1. ROOF OBSTRUCTION SUCH AS TELEVISION ANTENNA, GUY WIRES, SOLAR PANELS, AND RAZOR RIBBON
SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF FIRE.
7. ALL DRAWINGS AND NOTES ARE COMPLEMENATRY, AND WHAT IS CALLED FOR BY
ANY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL.
2. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING
FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE.
8. WHERE THERE ARE CONFLICTS BETWEEN DRAWINGS, THE MOST STRINGENT
CONDITIONS SHALL GOVERN.
3. ROOF COVERING SHALL BE FIRE RETARDANT.
4. PARKING SPACES SHALL NOT OBSTRUCT REQUIRED EXITS.
9. ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO
THE ARCHITECT IN WRITING.
10. WORK AND EQUIPMENT INDICATED "BY OTHERS" ARE PART OF THIS CONTRACT
AND TO BE PROVIDED BY OTHER TRADES OR GENERAL CONTRACTOR.
11. WHERE WORK AND EQUIPMENT IS INDICATED "NOT IN CONTRACT" (N.I.C.), SUCH
WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OWNER, THE CONTRACTOR
SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION.
D. CONTRUCTION:
1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY ERECTION BRACING
AND SHORING AS REQUIRED ON ALL BEAMS, WALLS, ETC., ADEQUATE TO PROVIDE
FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNITIL
THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE
DESIGN LOADING.
2. EXCAVATION NOT WITHSTANDING ANY PROVISIONS IN THE SPECIAL CONDITIONS,
GENERAL CONDITIONS OR ANY OTHER MATTERS SPECIFIED IN THE PLANS AND
SPECIFICATIONS.
THE ARCHITECT MAKES NO REPRESENTATION OR WARRANTY AS TO THE ACCURACY
OF THE DATA, THE SOIL AND ROCK MATERIALS ENCOUNTERED, OR THE DIFFICULTY
OF EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
HIMSELF AS TO THE TYPE, NATURE, AMD QUANTITIES OF ALL MATERIALS TO BE
EXCAVATED. ALL TRENCHING AND EXCAVATING, REGARDLESS OF MATERIALS
ENCOUNTERED, EQUIPMENT, OR METHODS REQUIRED FOR EXCAVATION, WILL BE
UNCLASSIFIED AND THE COST THEREOF SHALL BE CONSIDERED AS BEING INCLUDED
IN THE LUMP SUM BID. NO EXTRA PAYMENT OR CHANGE ORDERS WILL BE ALLOWED
FOR EXCAVATION.
3. PROVIDE CONCEALED BLOCKING/BACKING AS REEQUIRED FOR ALL WALL MOUNTED
EQUIPMENT.
6. MAINTAIN 8" CLEAR BETWEEN GYPSUM BOARD JOINTS AND CORNERS OF ANY
OPENINGS, WINDOWS, AND DOORS. MAINTAIN A MINIMUM " CLEAR BETWEEN FLOOR
AND BOTTOM OF GYPSUM BOARD.
N
R
O
FO CTI
T U
O
N TR
S
N
CO
ARCH
SED
IT
N
E
LLIA M
WI
C-17744
REN 11 30 13
TE
R
OF CALIFO
5. CONSPICUOUSLY MARK GAS SHUTOFF VALVE.
G. BUILDING ADDRESS:
1. BUILDING ADDRESS SHALL BE PROVIDED AT OR NEAR THE ENTRANCE OF THE BUILDING IN
ACCORDANCE TO APPLICABLE CODE.
H. EXITING:
1. THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS,
EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE
LOCATED, AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL
BE MORE THAN 100 FEET (30.480 m) FROM THE NEAREST VISIBLE SIGN.
2. EXIT SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS
ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT
CANDLES (54 LUX)FROM EITHER OF 2 ELECTRICAL LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL BE
LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND SECTION 2702.
3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED
FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL
BE INSTALLED IN ACCORDANCE WITH ELECTRICAL CODE.
4. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE
PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AND EMERGENCY
ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:
a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR
MORE MEANS OF EGRESS;
b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR
MORE EXITS;
c. EXTERIOR GLASS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT
DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS;
d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO
HAVE TWO OR MORE EXITS;
e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN
BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
TITLE SHEET
ISSUE
7/29/13
5. EGRESS DOORS SHALL BE READILY OPENABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED (APPLIES ALSO
TO EXIT GATES). THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.
6. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
DESIGNED
7. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN
ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS. (1011.2-1011.5.3)
8. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,
SPECIAL KNOWLEDGE, OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE
PROHIBITED (APPLIES ALSO TO EXIT GATES).
9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9-1008.1.9.7
CHECKED
10. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS
ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1FOOT-CANDLE AT THE WALKING SURFACE. (1006.1)
DATE
10. CONTINUOUS DRYWALL IS REQUIRED BEHIND AND AROUND ALL ELECTRICAL
SERVICE PANELS, FIRE EXTINGUISHERS AND MEDICINE CABINETS.
11. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLTE LINE A
MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL
BE OF A TYPE WHICH ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE
BUILDING.
12. PROVIDE ADDITIONAL FURRING OR MEMBRANE LAYERS AS REQUIRED TO ALIGN
SURFACES OF CONTIGUOUS WALLS OF VARYING THICKNESS.
13. RODENT AND CORROSION PROOF SCREENS SHALL BE INSTALLED ON ALL
PENETRATIONS INTO THE BUILDING ENVELOPE.
DATE
ISSUE FOR BID
7. THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE
IDENTIFIED BY EXIT SIGNS. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY
DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO
CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE
THAN 100 FEET (30,480 mm) FROM THE NEAREST VISIBLE SIGN.
9. CONTINUOUS DRYWALL BEHIND ALL TUBS IS REQUIRED.
BR
D. FIRE PROTECTION EQUIPMENT:
4. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN.
5. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. DO NOT SCALE
DRAWINGS.
ONYX ARCHITECTS
316 N. Sierra Madre Blvd.
Pasadena, California 91107
V.626.405.8001 F.626.405.8150 www.onyxarchitects.com
2. ALL EXIT CORRIDORS SHALL BE PROVIDED WITH FLOOR-LEVEL EXIT SIGNS WHEREVER EXIT SIGNS ARE
REQUESTED, IN COMPLIANCE WITH UBC ---------.
3. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR.
5. PROPERLY PREPARE AND READY ALL SURFACES PRIOR TO INSTALLING FINISH
MATERIALS.
AD-1
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A0.1
A0.2
A0.3
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A1.1
A2.0
A3.0
A4.1
A4.2
A7.1
A7.2
A8.1
A8.2
b. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT
INTERVALS ALONG THE LENGTH OF THE WALL.
C. DRAWINGS:
4. ALL WALL PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS
OTHERWISE NOTED.
SHEET INDEX
a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE
CEILING AND FLOOR LEVELS.
N
OW
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AND
ANGLE
@
AT
CL
CENTERLINE
O
DIAMETER ROUND OR PHASE
#
POUND OR NUMBER
A.B
ANCHOR-BOLT
A/C
AIR CONDITIONING
ACOUS. ACOUSTICAL
A.C.T.
ACOUSTICAL TILE
A.D.
AREA DRAIN
ADJ.
ADJUSTABLE
A.F.F.
ABOVE FINISH FLOOR
AGGR.
AGGREGATE
ALT.
ALTERNATE
ALUM.
ALUMINUM
APPROX. APPROXIMATE
ARCH.
ARCHITECTURAL/ARCHITECT
ASB
ASBESTOS
ASPH.
ASPHALT
A
ST
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&
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EC
SITE / PROJECT DATA
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4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH,
NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 70 INCHES ABOVE
THE DRAIN INLET. SECTION 1210.3 USE OF WATER-RESISTANT GYPSUM
BACKING BOARD SHALL BE AS STATED IN SECTION 2509.3
A
PROGRAM SUMMARY:
---
5. A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. PLANS FOR THE
ALARM SYSTEM MUST BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL
PRIOR TO INSTALLATION.
5. STEEL COLUMNS SHALL BE INDIVIDUALLY PROTECTED, INCLUDING FURRED SPACES, AT THE CEILING
AND FLOOR LEVELS.
1403 Kenneth Rd., Suite B
Glendale, CA 91201-1421
P 818-956-8101 F 818-956-0120
4030 GSF
-
3. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW
CONSTRUCTION.
4. PLASTIC ELECTRICAL BOXES ARE TO BE CLEARLY IDENTIFIED AS APPROVED FOR 1-HOUR
CONSTRUCTION.
a. Class A roof covering is required for all buildings. Wood shakes and shingles
are not permitted. (7207.4, 1505)
b. Valley flashings shall be not less than 0.019-inch (0.48 mm) (No. 26
galvanized sheet gage) corrosion-resistant metal installed
over a minimum 36-inch-wide (914mm) underlayment consisting of one layer of
No. 72 ASTM cap sheet running the full length
of the valley (704A.1.3)
c. Roof gutters shall be provided with the means to prevent the accumulation
of leaves and debris in the gutter (704A.1.5)
d. (Roof) (Attic)(Exterior wall) vents shall resist the intrusion of flame and
embers into the attic area of the structure, or shall be
protected by corrosion-resistant, noncombustible wire mesh with 1/4 -inch (6
mm) openings or its equivalent. Vents shall not
be installed in eaves and cornices (704A.2.1, 704A3.2.1, 704A.2.2, 7207.3)
e. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be
protected by ignition-resistant materials or
noncombustible construction on the exposed underside (704A.2.3)
f. Exterior walls shall be approved noncombustible or ignition-resistant material,
heavy timber, or log wall construction or shall
provide protection from the intrusion of flames and embers in accordance with
standard SFM 12-7A-1 (704A.3.1)
g. Exterior wall coverings shall extend from the top of foundation to the roof,
and terminate at 2-inch (50.8 mm) nominal solid
wood blocking between rafters at all roof overhangs, or in the case of enclosed
eaves, terminate at the enclosure (704A.3.2)
h. Exterior windows, window walls, glaze doors, and glazed openings within
exterior doors shall be insulating- glass units with
a minimum of one tempered pane, or glass block units, or have a fireresistance rating of not less than 20 minutes, when
tested according to ASTM E 2010, or conform to the performance requirements
of SFM 12-7A-2 (704A.3.2.2)
i. Exterior door assemblies shall conform to the performance requirements of
standard SFM 12-7A-1 or shall be approved
noncombustible construction, or solid core wood having stiles and rails not less
than 1 3/8 inches thick with interior field panel
thickness no less than 1 ¼ inches thick, or shall have a fire-resistance rating
of not less than 20 minutes when tested according
to ASTM E 2074. (Exception: Noncombustible or exterior fire-retardant treated
wood vehicle access doors) (704A.3.2.3)
j. Decking, surfaces, stair treads, risers, and landings of decks, porches, and
balconies where any portion of such surface is
within 10 feet (3048 mm) of the primary structure shall be constructed of
heavy timber, non combustible or other approved
materials per Sec.704A.4.1
k. The underside of cantilevered and overhanging appendages and floor
projections shall maintain the ignition- resistant integrity
of exterior walls, or the projection shall be enclosed to the grade (704A.4.2.1)
l. Buildings shall have all underfloor areas completely enclosed to the grade
with construction as required for exterior walls
(704A.4.2.2, 7207.1)
m. All utilities, pipes, furnances, water heaters or other mechanical devices
located in an exposed under-floor area of a residential
building shall be enclosed with materials as required for 1-hour fire-resistive
construction.(7207.2)
n. The space between the roof covering and roof decking shall be constructed
to prevent the intrusion of flames and embers and
be fire stopped per 704A.1.2.
o. No trellis is permitted within 10 feet of the primary structure.
p. Trellis more than 10 feet from the primary structure shall be constructed of
heavy timber or non combustible materials.
Minimum of 4 inches spacing is required between the members. (Information
Bulletin No. P/BC 2008-023).
NI
BUILDING AREA:
-
4. THE CONTRACTOR SHALL PREPARE AND SUBMIT COPIES OF THE FIRE SPRINKLER
SYSTEM TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
3. ALL PENETRATIONS OF FIRE-RESISTANT WALLS SHALL BE PROTECTED BY APPROVED FIRE STOP
SYSTEM.
Landscape Architecture Planning Urban Design
-----
----- GSF
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE
RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
CONTAINING THE FUEL GAS PIPING.
2. ALL PLUMBING PENETRATION THROUGH WALLS WHICH REQUIRED PROTECTED OPENINGS
(OCCUPANCY SEPERATION WALLS, CORRIDOR WALLS AND WALLS TO CLOSE A REAL OR IMAGINARY
PROPERTY LINE) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING.
G. VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ) ( 701A.3.2,
7201.2, 7207)
1. Based on City maps, this project is located within Very High Fire Hazard
Severity Zone (VHFHSZ). It shall Comply with requirements
of Materials, systems & construction methods of Chapter 7A and Chapter 72.
Add the following material specifications and/or notes/
details to plans:
Nature Education Facilities, Gardens & Trails
10459 Tuxford Street
Sun Valley, CA 91352-2126
FIRE SPRINKLER SYSTEM:
TOTAL BUILDING (GSF):
1. RECESSED EQUIPMENT AND FIXTURES AT FIRE RESISTANT WALLS, FLOORS AND CEILINGS MUST BE
BOXED AROUND WITH 5/8" TYPE "X" DRYWALL TO MAINTAIN THE RATED ASSEMBLY.
Troller Mayer Associates, Inc.
A3 + B
TYPE 5-B
----- GSF
1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
FACILITES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,
PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION
OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET
OF ANY POWER LINES-WHEATHER OR NOT THE LINES ARE LOCATED ON
THE PROPERY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
LIC
OCCUPANCY TYPE:
CONSTRUCTION TYPE:
BUILDING FOOTPRINT:
1. THE CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CODES LISTED ON
FRONT PAGE.
6. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 717 IN THE FOLLOWING LOCATIONS:
BUILDING SUMMARY
LEGAL DESCRIPTION:
A. FIRE RESISTIVE CONSTRUCTION
DAL
E
ABBREVIATIONS
2011 LOS ANGELES BUILDING CODE (2010 CBC / 2009 IBC w/ amendments)
2011 LOS ANGELES MECHANICAL CODE (2010 CMC / 2009 UMC w/ amendments)
2011 LOS ANGELES PLUMBING CODE (2010 CPC / 2009 UPC w/ amendments)
2011 LOS ANGELES ELECTRICAL CODE (2010 CEC / 2008 NEC w/ amendments)
2010 CALIFORNIA FIRE CODE (2009 IFC w/ amendments)
2011 CALIFORNIA GREEN BUILDING CODE (2010 Title 24 part 11 w/ amendments)
ZONING:
E. BUILDING CODE:
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND
MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE,
COUNTY, OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL
APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME
AS IF NOTED IN THE DRAWINGS. CONFLICTS BETWEEN WORK SET FORTH ON THE
DRAWINGS AND BUILDING CODES SHALL BE SUBMITTED TO THE ARCHITECT FOR
RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.
CODE SUMMARY
SPECIFIC PLAN:
A. CODE REQUIREMENTS:
2. O.S.H.A. PERMIT IS REQUIRED FOR EXCAVATIONS OVER FIVE (5) FEET. THE
CONTRACTOR SHALL OBTAIN PERMIT PRIOR TO STARTING WORK.
10459 Tuxford St.
Sun Valley, CA 91352
FIRE PROTECTION NOTES
Theodore Payne Foundation
C:\Users\JDeveau\Documents\P11040_Theodore Payne_CENTRAL_JDeveau.rvt
THEODORE PAYNE FOUNDATION
GENERAL NOTES
8. DOOR HANDLES. LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A
MAX. 48" ABOVE FINISHED FLOOR
11. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90
MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR.
THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.
(1006.3)
DRAWN
SK
MKC
SK
7/29/13
SCALE
JOB NO.
12. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT
LEAST AN AVERAGE OF 1FOOT-CANDLE (11 LUX) AND A MINIMUM AT AN POINT OF 0.1 FOOT CANDLE (1 LUX)
MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED
TO DECLINE TO 0.6 FOOT CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6
LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MAXIMUM ILLUMINTATION
UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
P11040
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