16439 a-0.01 sheet index and notes
TRANSCRIPT
M-4
GENERAL NOTES & EQUIPMENT SCHEDULESM-1
3
4
MECHANICAL
ROOF PLAN
1
M-3THIRD FLOOR PLAN
A-0.01
SHEET INDEX
AND NOTES
PROJECT INDEX
LR/ARCHITECTURE
ARIN CAPITAL &
SUN VALLEY, CALIFORNIA
INVESTMENT CORP.
91352
-
GLENOAKS APARTMENTS
8405 N. GLENOAKS BLVD.
1625 W. GLENOAKS BLVD. # 303
GLENDALE, CA. 91201
TYPICAL FIRST AND SECOND FLOOR PLANM-22
MM-4
T24 ENERGY FORMSMM-1
7
8
T24 ENERGY FORMS
5
MM-3T24 ENERGY FORMS
T24 ENERGY FORMSMM-2
6
MM-5
9
T24 ENERGY FORMS
P-2.2
PLUMBING NOTES, LEGEND, DETAILS AND SCHEDULES
P-1
3
4
PLUMBING
PLUMBING ROOF PLAN
1
P-2.1THIRD FLOOR PLUMBING PLAN
FIRST AND SECOND FLOOR PLUMBING PLAN
P-2
2
PLUMBING SITE PLAN
P-0
ENLARGED PLUMBING PLANS UNITS 101/201, 102/202P-3
5
ENLARGED PLUMBING PLANS UNITS 103/203/303, 104/204/304P-3.1
6
ENLARGED PLUMBING PLANS UNITS 105/205/305, 106/206/306P-3.2
7
8
M-5DETAILS, WIRING, & GREEN BLDG CODE
10
E-4
ELECTRICAL SITE PLAN/ LEGEND/ AND SPECSE-1
3
4
ELECTRICAL
ELECTRICAL PARKING PLAN
1
E-3HOUSE PANEL SCHEDULES
SINGLE LINE DIAGRAM
2
8
5
6
7
9
E-2
E-5ELECTRICAL FIRST FLOOR PLAN
E-6ELECTRICAL SECOND FLOOR PLAN
E-7ELECTRICAL THIRD FLOOR & DECK PLAN
E-8ELECTRICAL ROOF PLAN
E-9ELECTRICAL ENLARGED UNIT PLAN
10E-10
ELECTRICAL ENLARGED UNIT PLAN
11E-11
ELECTRICAL ENLARGED UNIT PLAN
12E-12
ELECTRICAL ENLARGED UNIT PLAN
13E-13
T24
14E-14
T24
15E-15
T24
16E-16
T24
17E-17
FIRST & SECOND LEVEL EMERGENCY PHOTOMETRIC
18E-18
THIRD LEVEL EMERGENCY PHOTOMETRIC
19E-19
GARAGE LEVEL EMERGENCY PHOTOMETRIC
-
IDENTIFIER
DOOR
SYMBOL
REVISION
DETAILED
SECTION DETAIL
LOCATOR
SHEET
PLAN DETAIL
SCALE
DRAWING
NUMBER
IDENTIFIER
-
-
-
-
-
-
DRAWING
NAME
FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
-
IDENTIFIER
KEYNOTE
WINDOW
INTERIOR
-
-
ELEVATIONS
A
D B
C
DIMENSIONS
ARE TO FACE OF
FINISH UNLESS
OTHERWISE NOTED
-
IDENTIFIER
WALL TYPE
SE
CT
IO
N
NUMBER
DETAIL
ELEVATION
-
-
-
-
LOCATOR
SHEET
ELEVATION
LOCATION
OTHERWISE
REF.
R
PT.
PR.
PLYWD.
PLAS.
P.LAM.
PL.
OPP.
OPNG.
NO. OR #
O.C.
N.T.S.
NOM.
N.I.C.
CNTR. COUNTER
DRINKING FOUNTAIN
DIMENSION
DIAMETER
DEPARTMENT
DOUBLE
CENTER
DIA.
DIM.
DET.
DEPT.
D.F.
DBL.
CTR.
DETAIL
CONTINUOUS
CONSTRUCTION
CONCRETE
COLUMN
CEILING
CERAMIC
CONSTR.
CONT.
CONC.
COL.
CLG.
CLR.
CER.
CLEAR
PLYWOOD
PLASTER
PLASTIC LAMINATE
POINT
REFERENCE
RADIUS
PAIR
PLATE
OPPOSITE
ON CENTER
NOT TO SCALE
NOMINAL
NOT IN CONTRACT
OPENING
NUMBER
INSUL.
INT.
MUL.
MTD.
M.O.
MISC.
MIR.
MIN.
MET.
MECH.
MAX.
LT.
LAV.
LAM.
JT.
ARCH. ARCHITECTURAL
BUILDING
CEMENT
BOTTOM
BLOCKING
CEM.
BOT.
BLKG.
BLK. BLOCK
BLDG.
BD. BOARD
N
POUND OR NUMBER
DIAMETER OR ROUND
APPROXIMATE
ADJUSTABLE
ACOUSTICAL
EXISTING
CENTERLINE
#
ACOUS.
ADJ.
APPROX.
(E)
@
C
O
L
&
L
AT
ANGLE
AND
MAXIMUM
MOUNTED
MASONRY OPENING
MISCELLANEOUS
MECHANICAL
MULLION
NORTH
MIRROR
METAL
MINIMUM
INSULATION
INTERIOR
LAVATORY
LAMINATE
JOINT
LIGHT
UNLESS NOTED
HEIGHT
HORIZONTAL
HOLLOW METAL
HGT.
HR.
HORIZ.
H.M.
HOUR
GENERAL CONTRACTOR
GLASS
GYPSUM
GROUND
FOOT OR FEET
GALVANIZED
GAUGE
FURRING
FUTURE
GL.
GYP.
G.C.
GND.
GALV.
GA.
FT.
FUT.
FURR.
WOOD
UNFINISHED
TYPICAL
WEST
WITH
TELEPHONE
THICK
U.N.O.
WD.
W/
W.
UNF.
TYP.
THK.
TEL.
FLOOR
FLUORESCENT
FLASHING
FIRE EXTINGUISHER
FIRE ALARM
FINISH
FLOOR DRAIN
EXTERIOR
EXPANSION
EXISTING (E)
FIN.
FL.
FLOUR.
FLASH
F.E.
F.D.
EXP.
F.A.
EXT.
EXIST.
EQUAL
ENCLOSURE
EMERGENCY
ELECTRICAL
DRAWING
EMER.
EQ.
ENCL.
ELEC.
EA.
E.
DWG.
EACH
EAST
SYMMETRICAL
SUSPENDED
STRUCTURAL
STORAGE
STANDARD
TREAD
STEEL
STAINLESS STEEL
SQUARE
SPECIFICATION
SIMILAR
TRD.
SYM.
SUSP.
STRUCT.
STOR.
STL.
STD.
ST. STL.
SPEC.
SIM.
SQ.
SECTION
SCHEDULE
SOUTH
RESILIENT
REQUIRED
REINFORCED
ROOM
SECT.
SCHED.
S.
RESIL.
REQ.
REINF.
RM.
VERIFY IN FIELDV.I.F
SYMBOLS
ABBREVIATIONS
TOP OF SHEATHINGT.O.S.
TOP OF PARAPETT.O.P.
DRAWINGS UNDER SEPARATE SUBMITTAL
SOILS REPORT APPROVAL LETTER
BUILDING DEPARTMENT NOTES - GENERAL REQUIREMENTS
1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR
AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER
DISTRIBUTION FACILITIES (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-WHETHER OR NOT THE LINES ARE LOCATED ON
THE PROPERTY. FAILURE TO COMPLY MAY CAUSE
CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED
ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE
UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR
OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS
PIPING." (PER ORDINANCE 170, 158) (INCLUDES COMMERCIAL
ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING
PERMIT IS REQUIRED.
3. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST
BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A
SMOOTH, NON-ABSORBENT SURFACE TO HEIGHT NOT LESS
THAN 72 INCHES ABOVE THE DRAIN INLET. SECTION 1210.2.3. USE
OF WATER-RESISTANT GYPSUM, BACKING BOARD SHALL BE AS
STATED IN SECTION 2509.3 LOCATIONS PRIOR TO INSTALLATION.
5. WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3,
UPC)
6. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED
LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED
LABELING AGENCY NAME, PRODUCT DESIGNATION AND
PERFORMANCE GRADE RATING (RESEARCH REPORT NOT
REQUIRED). 2405.5
7. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF
LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
8. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED.
9. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE
AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX)
10. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED
AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.
11. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
12. 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.
(1013.5-1013.6.3.)
13. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE
EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT. (1010.1.9)
14. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL
BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED
FLOOR. (1010.1.9.2)
15. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH
SECTION 1010.1.9
16. 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. (1008.1)
17. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION
SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL
SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN
EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY
ILLUMINATE THE FOLLOWING AREAS (1008.3)
17.a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS
AND SPACES THAT REQUIRES TWO OR MORE MEANS OF
EGRESS.
17.b. CORRIDORS, EXIT ENCLOSURES AND PASSAGEWAYS, IN
BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
17.c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR
EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED
FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
17.d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN
SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR
MORE EXITS.
17.e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6,
FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED
TO HAVE TWO OR MORE EXITS.
18. 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.
(1008.3)
19. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO
PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE
OF 1 FOOT CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF .1
FOOT CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS
AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED
TO DECLINE TO .6 FOOT-CANDLE (6 LUX) AVERAGE AND A
MINIMUM AT ANY POINT OF .6 FOOT-CANDLE (6 LUX) AT THE END
OF THE EMERGENCY LIGHTING TIME DURATION. A
MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40
TO 1 SHALL NOT BE EXCEEDED. (1008.3)
20. 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
THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE
SECTION 403.
21. 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)
22. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY
OF A FIREPLACE, STOVE, OR BARBEQUE.
23. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION
PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2
INCHES ABOVE PAVED AREA. WEEP SCREEDS SHALL BE OF A
TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE
EXTERIOR OF THE BUILDING. (SHOW THESE DIMENSIONS ON A
FOUNDATION DETAIL DRAWING) (SECTION 2512.1.2)
1. THIS PROJECT IS 100% PRIVATELY FUNDED, NO TAX CREDIT
AND NOT PUBLIC HOUSING.
24. DRAFT STOP NOTES:
a. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT
STOPS MUST BE INSTALLED IN WOOD FRAME FLOOR CONSTRUCTION
CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BE
INSTALLED ABOVE AND IN LINE WITH THE DWELLING UNIT AND
SLEEPING UNIT SEPARATION.
b. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES ,
DRAFT STOPS MUST BE INSTALLED IN THE ATTIC (MANSARDS)
(OVERHANGS) (FALSE FRONTS SET OUT FROM WALLS) (SIMILAR
CONCEALED SPACES) FORMED BY COMBUSTIBLE CONSTRUCTION.
DRAFTSTOPPING SHALL BE INSTALLED ABOVE AND IN LINE WITH
SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO
NOT EXTEND TO THE UNDERSIDE OF THE FLOOR SHEATHING ABOVE.
(718.4.2)
c. DRAFT-STOPPING MATERIALS MUST NOT BE LESS THAN
1/2-INCH GYPSUM BOARD, 3/8-INCH PLYWOOD, 3/8-INCH TYPE 2-M
PARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE
BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY
SUPPORTED. (718.3.1)
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GRADING NOTES1OF2
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EROSION CONTROL
1
2OF2
2
GRADING PLAN
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LID PLAN
CIVIL
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TOPOGRAPHIC SURVEY (FOR REFERENCE)