M-4 GENERAL NOTES & EQUIPMENT SCHEDULES M-1 3 4 MECHANICAL ROOF PLAN 1 M-3 THIRD FLOOR PLAN A-0.01 SHEET INDEX AND NOTES PROJECT INDEX LR/A RCHITECTURE 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 PLAN M-2 2 MM-4 T24 ENERGY FORMS MM-1 7 8 T24 ENERGY FORMS 5 MM-3 T24 ENERGY FORMS T24 ENERGY FORMS MM-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-2.1 THIRD FLOOR PLUMBING PLAN FIRST AND SECOND FLOOR PLUMBING PLAN P-2 2 PLUMBING SITE PLAN P-0 ENLARGED PLUMBING PLANS UNITS 101/201, 102/202 P-3 5 ENLARGED PLUMBING PLANS UNITS 103/203/303, 104/204/304 P-3.1 6 ENLARGED PLUMBING PLANS UNITS 105/205/305, 106/206/306 P-3.2 7 8 M-5 DETAILS, WIRING, & GREEN BLDG CODE 10 E-4 ELECTRICAL SITE PLAN/ LEGEND/ AND SPECS E-1 3 4 ELECTRICAL ELECTRICAL PARKING PLAN 1 E-3 HOUSE PANEL SCHEDULES SINGLE LINE DIAGRAM 2 8 5 6 7 9 E-2 E-5 ELECTRICAL FIRST FLOOR PLAN E-6 ELECTRICAL SECOND FLOOR PLAN E-7 ELECTRICAL THIRD FLOOR & DECK PLAN E-8 ELECTRICAL ROOF PLAN E-9 ELECTRICAL ENLARGED UNIT PLAN 10 E-10 ELECTRICAL ENLARGED UNIT PLAN 11 E-11 ELECTRICAL ENLARGED UNIT PLAN 12 E-12 ELECTRICAL ENLARGED UNIT PLAN 13 E-13 T24 14 E-14 T24 15 E-15 T24 16 E-16 T24 17 E-17 FIRST & SECOND LEVEL EMERGENCY PHOTOMETRIC 18 E-18 THIRD LEVEL EMERGENCY PHOTOMETRIC 19 E-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 SECTION 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 FIELD V.I.F SYMBOLS ABBREVIATIONS TOP OF SHEATHING T.O.S. TOP OF PARAPET T.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) 1OF1 GRADING NOTES 1OF2 3 EROSION CONTROL 1 2OF2 2 GRADING PLAN 1OF1 4 LID PLAN CIVIL 1OF1 5 TOPOGRAPHIC SURVEY (FOR REFERENCE)