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DATE: <br />CONTRACTOR TO VERIFY ALL DIMENSIONS, <br />CONDITIONS, ETC., PERTAINING TO THE WORK AT <br />THE SITE BEFORE PROCEEDING WITH THE WORK AS <br />INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND <br />INFORMATION SHOWN ON THESE DRAWINGS ARE <br />AND SHALL REMAIN THE PROPERTY OF ADU <br />RESOURCE CENTER NO PART THEREOF SHALL BE <br />COPIED, DISCLOSED TO OTHERS, OR USED IN <br />CONNECTION WITH ANY WORK OR PROJECT OTHER <br />THAN THE SPECIFIC PROJECT FOR WHICH THEY <br />HAVE BEEN PREPARED AND DEVELOPED WITHOUT <br />THE WRITTEN CONSENT OF ADU RESOURCE CENTER. <br />VISUAL CONTACT WITH THESE DRAWINGS SHALL <br />CONSTITUTE CONCLUSIVE EVIDENCE OF <br />ACCEPTANCE OF THESE RESTRICTIONS. <br />DRAWN BY: <br />600 N. BRAND BLVD. #560 <br />GLENDALE CA. 91203 <br />(818) 450-8422 <br />ARCHITECTURE@ADURESOURCECENTER.COM <br />11/8/2024 3:04:45 PM <br />G001 <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />S <br />F <br />R <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />( <br /> <br />1 <br />4 <br />6 <br />. <br />5 <br />6 <br /> <br />S <br />F <br />) <br />+ <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />( <br />3 <br />3 <br />5 <br />. <br />0 <br />2 <br /> <br />S <br />F <br />) <br />TO <br /> <br />N <br />E <br />W <br /> <br />O <br />N <br />E <br /> <br />S <br />T <br />O <br />R <br />Y <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />( <br />4 <br />9 <br />1 <br />. <br />0 <br />8 <br />SF <br />) <br />18 <br />0 <br />6 <br /> <br />W <br /> <br />1 <br />5 <br />T <br />H <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br />AN <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />GENERAL NOTES <br />THE PROJECT SHALL DEMONSTRATE A 2-% REDUCTION IN WATER USE BY <br />SPECIFYING PLUMBING FIXTURES AND FIXTURES THAT MEET THE FLOW RATES <br />LISTED BELOW, OR THROUGH A CALCULATION SHOWING A 20% REDUCTION FROM <br />BASELINE VALUES LISTED IN CALGREEN TABLE 4.303.1. <br />SHOWERHEADS:1.8 GALLONS PER MINUTE (GPM) 1* @80 psi <br />LAVATORY FAUCET- RESIDENTIAL: 1.2 GPM @60 psi <br />KITCHEN FAUCETS:1.8 GPM @60 psi <br />WATER CLOSETS:1.28 GALLONS PER FLUSH 2* <br />URINALS:0.125 GALLON PER FLUSH <br />METERING FAUCETS:0.2 GALLON PER CYCLE <br />NOTES: <br />1. THE COMBINED FLOW RATE OF MULTIPLE SHOWER HEADS SHALL NOT EXCEED <br />THE MAXIMUM FLOW RATE, OR THE SHOWER SHALL BE DESIGNED TO PERMIT ONE <br />SHOWERHEAD TO BE IN OPERATION AT A TIME. <br />2. THE EFFECTIVE FLUSH VOLUME FOR DUAL-FLUSH TOILETS IS DEFINED AS THE <br />COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL <br />FLUSH. <br />ELECTRICAL NOTES: <br />PER 2022 CALIFORNIA ELECTRICAL CODE <br />A. PANEL LOCATIONS <br />PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIAL, SUCH <br />AS CLOTHES CLOSETS, OR IN BATHROOMS (CEC 240-24(D)). <br />B. NON-METALLIC SHEATHED CABLE (CEC 334) <br />NON-METALLIC SHEATHED CABLE SHALL BE: <br />1. PROTECTED BY RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT,ELECTRICAL <br />METALLIC TUBING, SCHEDULE 80 PVC CONDUIT, PIPE, OR OTHER MEANS WHEN CABLE IS <br />EXPOSED OR SUBJECT TO PHYSICAL DAMAGE. <br />(CEC 334.15(B)) <br />2. PROTECTED BY A 1.16 INCH STEEL PLATE OR SLEEVE, OR BE NOT LESS THAN 1-1/4 INCH <br />FROM THE NEAREST EDGE OF THE FRAMING MEMBER, WHEN INSTALLED THROUGH <br />FRAMING MEMBERS. STEEL PLATES OR SLEEVES ARE REQUIRED ON ALL DOUBLE SHEAR <br />WALLS WHEN CABLE IS INSTALLED EITHER THROUGH OR PARALLEL TO FRAMING <br />MEMBERS (CEC 334.17). <br />3. PROTECTED BY GUARD STRIPS WITHIN 6FT OF AN ATTIC ACCESS WHEN NO <br />PERMANENT STAIRS OR LADDERS ARE PROVIDED. (CEC 334.23, 320.23) <br />3. PROTECTED BY GUARD STRIPS IN THE ENTIRE ATTIC WHEN PERMANENT STAIRS OR <br />LADDERS ARE PROVIDED. ACCESS PANELS OR DOORS FROM THE SECOND FLOOR INTO <br />THE ATTIC ARE CONSIDERED PERMANENT ACCESS AND GUARD STRIPS ARE REQUIRED IN <br />THE ENTIRE ATTIC. <br />5. HAVE A BENDING RADIUS NOT LESS THAN 5 TIMES THE DIAMETER OF THE CABLE (CEC <br />334.24). <br />6. SUPPORTED AT INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12" OF EVERY <br />OUTLET BOX, JUNCTION BOX, CABINET OR FITTING (CEC 334.30). <br />C. CIRCUITS AND RECEPTACLES <br />1.RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY <br />WALL SPACE IS MORE THAN 6 FT. FROM AN OUTLET, INCLUDING ANY WALL SPACE 2 <br />FT. WIDE OR GREATER. NOTE: A FIXED PANEL OF A SLIDING GLASS DOOR IS CONSIDERED <br />WALL SPACE. <br />2. IN KITCHENS, BREAKFAST ROOMS, PANTRIES AND DINING ROOMS A MINIMUM OF 2-20A <br />CICUITS SHALL BE PROVIDED (CEC 210.11 (C)(1)). <br />COUNTER SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8 (A)) AND INSTALLED: <br />- AT EACH WALL COUNTER SPACE THAT IS 12 IN. OR GREATER <br />(CEC 210.52 (C)(1)); <br />- NO MORE THAN 48 IN. OC. (CEC 210.52 (C)(1)); <br />- MAXIMUM 24 IN. FROM THE END OF THE COUNTER (CEC 210.52 (C)(1)); <br />- MAXIMUM 20 IN. ABOVE COUNTER SURFACE (CEC 210.52 (C)(3)); <br />- ON ISLAND COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN. BELOW <br />COUNTER SURFACE (CEC 210.52 (C)(3) EXCEPTION). AN ISLAND WITH LESS THAN 12" <br />BEHIND A RANGE TOP OF SINK IS CONSIDERED AS DIVIGING THE COUNTERTOP INTO TWO <br />SEPARATE SPACES (CEC 210.52 (C)(3)). <br />- ON PENINSULAR COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN. <br />BELOW COUNTER SURFACE (CEC) 210.52 (C)(3) EXCEPTION)); <br />3. BATHROOMS SHALL HAVE A SEPARATE 20A CIRCUIT (CEC 210.11 (C)(3)) WITH AT LEAST <br />ONE GFCI WALL RECEPTCLE WITHIN 36 IN. OF EACH BASIN (CEC 210.8 (A)(1); CEC 210.52 <br />(D)). <br />4. LAUNDRY ROOMS SHALL HAVE A SEPARATE 20A CIRCUIT WITH AT LEAST ONE <br />RECEPTACLE SHALL BE PROVIDED (CEC 210.11 (C)(2)). ALL RECEPTACLES WITHIN 6 FT. OF <br />A SINK SHALL BE GFCI (CEC 210.52(F)). <br />5. IN GARAGES, AT LEAST ONE GFCI RECEPTACLE SHALL BE PROVIDED <br />(CEC 210.52 (G)). ALL OTHER GARAGE RECEPTACLES EXCEPT THOSE DEDICATED TO AN <br />APPLIANCE OR THAT ARE NOT READILY ACCESSIBLE SHALL BE GFCI. (CEC 210.8 (A)(2)) <br />PER 2022 CALIFORNIA ELECTRICAL CODE <br />6. IN HALLWAYS OF 10 FT. OR MORE IN LENGTH, AT LEAST ONE RECEPTACLE SHALL BE PROVIDED <br />(CEC 210.52 (H)). <br />7. OUTDOOR OUTLETS SHALL BE GFCI (CEC 210.8 (A) (3)). ONE OUTLET SHALL BE INSTALLED AT <br />THE FRONT OF THE DWELLING AND ONE AT THE REAR OF THE DWELLING. RECEPTACLES SHALL <br />BE ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6-1/2 FT. ABOVE GRADE (CEC 210.52 (E)). <br />8. ALL CRAWL SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8(A)(4)). <br />9. ALL UNFINISHED BASEMENT RECEPTACLES SHALL BE GFCI UNLESS THEY ARE NOT READILY <br />ACCESSIBLE OR ARE SERVICE A DEDICATED APPLIANCE (CEC 210.8 (A)(5)). <br />10. ALL RECEPTACLES WITHIN 6FT. OF A WET BAR SHALL BE GFCI <br />(CEC 210.8(A)(7)). <br />11. ALL RECEPTACLES ON 15A OR 20A BRANCH CIRCUITS THAT SUPPLY FAMILY ROOMS, DINING <br />ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION <br />ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY <br />COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTERS (AFCI), INCLUDING SWITCHED OUTLETS <br />(CEC 210.12(B)). <br />12. ALL RECEPTACLES SERVING APPLIANCES OR MOTORS WITH A RATING OF 1 HP OR 6 AMPS <br />SHALL BE ON A SEPARATE CIRCUIT. <br />13. FOR HVAC EQUIPMENT, A SEPARATE 15A OR 20A CIRCUIT WITH AN ACCESSIBLE RECEPTACLE <br />AT THE EQUIPMENT SHALL BE PROVIDED WITHIN 25 FT OF THE EQUIPMENT (CEC 210.63). IF <br />LOCATED IN AN UNDER FLOOR AREA, THE RECETACLE SHALL BE GFCI (CEC 210.8 (4)). <br />D. LIGHTING (CEC 210.70) <br />1. SWITCHED LIGHTING SHALL BE INSTALLED IN: <br />- ALL HABITABLE ROOMS, BATHROOMS, HALLWAYS, AND STAIRWAYS AT EACH LEVEL, <br />- AT ALL OUTDOOR ENTRANCES AND EXITS, <br />- IN ALL ATTICS, UNDER FLOOR AREAS, UTILITY ROOMS AND BASEMENTS USED FOR STORAGE, <br />- NEAR HVAC EQUIPMENT IN ATTIC, UNDER FLOOR AREAS, ROOMS OR BASEMENTS, WITH A <br />SWITCH AT THE ACCESS POINT. <br />2. LIGHTING INSTALLED IN A CLOSET SHALL BE A SURFACE MOUNTED OR RECESSED <br />FLUORESCENT FIXTURE OR A SURFACE MOUNTED INCANDESCENT FIXTURE WITH COMPLETELY <br />ENCLOSED LAMPS OR RECESSED INCANDESCENT FIXTURE WITH COMPLETELY ENCLOSED <br />LAMPS. SURFACE INCANDESCENT LIGHTING SHALL BE INSTALLED A MINIMUM OF 12 IN. FROM THE <br />NEAREST POINT OF A STORAGE SPACE. SURFACE FLUORESCENT LIGHTING AND RECESSED <br />LIGHTING SHALL BE INSTALLED A MINIMUM OF 6 IN. FROM THE NEAREST POINT OF A STORAGE <br />SPACE. (CEC 410.16.(C)). <br />E. FANS <br />IN BATHROOMS CONTAINING TUBS OR SHOWERS, A FAN CAPABLE OF EXHAUSTING 50 CFM SHALL <br />BE INSTALLED (ENERGY STANDARDS 150 (O)). <br />F. SMOKE ALARMS <br />IN NEW CONSTRUCTION, SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER FROM THE <br />BUILDING WIRING. THE WIRING SHALL BE PERMANENT AND INSTALLED WITHOUT A <br />DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION (CBC <br />[F] 907.2.11.6). <br />STORM WATER MANAGEMENT: <br />1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE <br />TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE <br />COURSES OR WINDS. <br />2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED <br />FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. <br />3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH <br />THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED <br />STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP <br />IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE <br />DRAINAGE SYSTEM. <br />4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER <br />ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. <br />5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER <br />DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL <br />THEY CAN BE DISPOSED OF AS SOLID WASTE. <br />6. TRASH AND CONSTRUCTOIN RELATED SOLID WASTES MUST BE DEPOSITED INTO A CONVERED <br />RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPEARSAL BY WIND. <br />7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. <br />THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS <br />FROM BEING DEPOSITED INTO THE PUBLIC WAY. <br />8. ACCIDENTAL DESPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN <br />BY RAIN OR OTHER MEANS. <br />9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS <br />TO INHIBIT EROSION BY WIND AND WATER. <br />10. SCHEDULE CONSTRUCTION ACTIVITY TO REDUCE AREA AND DURATION OF SOIL EXPOSED TO <br />EROSION BY WIND, RAIN, RUNOFF AND VEHICLE TRACKING. <br />1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC, CRC, CMC, CPC, AND <br />CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND THIS <br />JURISDICTION. <br />2. SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING, SHORING, <br />GRADING, AND DEMOLITION. <br />3. ALL PROPERTY LINES, EASEMENTS, AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS <br />SITE PLAN. <br />4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE <br />INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. (BMC 9-1-1-3302.3) <br />5. WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST. <br />6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305) <br />7. THE FINISH GRADE SHALL SLOPE A MIN. OF 5%, OR 6", TO A POINT 10 FEET FROM BUILDING <br />FOUNDATION, OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE <br />FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3) <br />8. THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE <br />STREET GUTTER A MINIMUM OF 12" PLUS 2%. (CRC R403.1.7.3) <br />GENERAL NOTES: <br />FOUNDATION NOTES: <br />SECURITY REQUIREMENTS: <br />1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE <br />OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE <br />DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE <br />VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706) <br />2. SCREENS, BARRICADES, OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN <br />CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR <br />SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR ACCESS STRUCTURES. (6707) <br />3. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. <br />(6709.1) DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE <br />JAMB, OR JOINED BY RABBET TO THE JAMB. (6709.4) <br />4. EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENT HOUSE SHALL BE PROVIDED WITH <br />INCANDESCENT LIGHT BULB (60 WATT MIN) AT A MAXIMUM HEIGHT OF 8 FEET ON THE EXTERIOR <br />SIDE OF THE UNIT. (6708) <br />5. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE <br />PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE <br />PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD <br />CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO <br />LESS THAN 2-1/2" LONG. (6709.5, 6709.7) <br />6. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED <br />LOCKS ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL <br />KNOWLEDGE, OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, M AND S OCCUPANCIES). (6709.2) <br />7. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS <br />THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM <br />THROW OF 3/4". (6709.2) <br />8. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 INCH THICK WITH SHAPED <br />PORTIONS OF THE PANELS NOT LESS THAN 1/4 INCH THICK, AND INDIVIDUAL PANELS MUST BE NO <br />MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS <br />EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 <br />INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS <br />OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES IN WIDTH. (6709.1 ITEM 2) <br />9. SLIDING GLASS DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE <br />MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL FROM THE TRACK <br />WHILE IN THE CLOSED POSITION. (6710) <br />10. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO <br />CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO <br />THE TESTS SPECIFIED IN SEC. 6717.1 <br />11. METAL OR WOODEN OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER <br />LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE BOLTED, HARDENED <br />STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED <br />ELECTRICALLY OPERATED. (6711) <br />12. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE <br />DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL <br />CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS <br />OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712) <br />13. IN GROUP B, F, M, AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION <br />GREATER THAN 6 IN. BUT LESS THAN 48 IN, SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED <br />BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METAL BARS OR GRILLES. (6714) <br />14. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED AND <br />LOCKED POSITION, SHALL BE FULLY TEMPERED GLASS OR <br />APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS <br />OR GRILLES HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT <br />APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. <br />(6713) <br />15. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS <br />THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE <br />HUMAN ENTRY. (6715.3) <br />16. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN <br />GROUP B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS, <br />AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED <br />STEEL HASPS. (6715.2) <br />17. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICE IN THE UPPER CHANNEL OF THE <br />MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL IN THE CLOSED OR <br />PARTIALLY OPEN POSITION. (6715.1) <br />18. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO <br />CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO <br />THE TESTS SPECIFIED IN SEC. 6717.2. <br />19. ANY RELEASE FOR METAL BARS, GRILLES, GRATES OR SIMILAR DEVICES CONSTRUCTED TO <br />PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE <br />ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL <br />BARS, GRILLES, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION. <br />(6715.4) <br />20 ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF <br />NOT LESS THAN 6 INCHES IN ONE DIMENSION. (6716) <br />1. CONCRETE STRENGTH FOR FOUNDATION SHALL BE 2,500 PSI MIN. (CRC R404.1.3.3.1. TABLE <br />R402.2) <br />2. MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR TOP AND BOTTOM (CRC R403.1.3). <br />3. MINIMUM ANCHOR BOLT SIZE AND SPACING SHALL BE 5.8" DIA. AB @ 72" OC., WITH 7" <br />EMBEDMENT, AND 3" X 3" X 1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE LOCATED A <br />MAXIMUM OF 12" AND 4 1/2" MINIMUM FROM THE END OF THE PLATE (CRC R403.1.6, R602.11.1). <br />WATER CONSERVATION: <br />ELECTRICAL NOTES: <br />A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO <br />ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, <br />VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. <br />THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE <br />LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS <br />AND/OR ADDITIONAL EXPENSES. <br />B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE <br />DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE <br />BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE <br />PLUMBING PERMIT IS REQUIRED). <br />C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN <br />APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). <br />D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING <br />MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN <br />APPROVED WATER SUPPLY (R306.4). <br />E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER <br />COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES <br />SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2). <br />F. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS <br />AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. <br />G. UNIT SKYLIGHTS SHALL BE LABELED BY A HATHORNEWOOD CITY APPROVED LABELING AGENCY. <br />SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND <br />PERFORMANCE GRADE RATING. (RESEARCH REPORT NOT REQUIRED). (R308.6.9) <br />H. WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3, LAPC) <br />I. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A <br />PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 <br />SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A <br />MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION <br />SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (6109 OF LABC) <br />J. FOR EXISTING POOL ON SITE, PROVIDE ANTI– ENTRAPMENT COVER MEETING THE CURRENT ASTM <br />OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE <br />FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977. (3162B) <br />K. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL <br />325. (R309.4) <br />L. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN <br />OCCUPANCY, UPON THE OWNER’S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR <br />ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2) <br />M. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE <br />THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED <br />GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN <br />ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE <br />SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2) <br />N. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY <br />MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE <br />PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 <br />FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. <br />(R303.1) <br />O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE <br />AVAILABLE AT THE JOB SITE <br />P. PROVIDE (70) (72) INCH HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED <br />SHATTER RESISTANT MATERIALS FOR SHOWER ENCOSURE. (1209.2.2, 2406.4.5, R307.2, R308.4) <br />1. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL <br />CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE <br />FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11) <br />2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE <br />CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT <br />THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING <br />SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12) <br />1. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR <br />AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR <br />DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO <br />THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL <br />DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY <br />POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP <br />AND LOW BATTERY SIGNAL. (R314) <br />2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN <br />SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING <br />UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED <br />OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF <br />THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. <br />(R315) <br />FIRE-RESISTANCE RATED CONSTRUCTION: <br />FIRE PROTECTION: <br />1. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. (CALIF. <br />PLUMB. CODE 407.6) <br />2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. CODE 407.6) <br />3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE <br />PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM <br />EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3) <br />4. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°F AT A <br />POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS <br />AT THE DESIGN TEMPERATURE. (R303.9) <br />1. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION 1505. <br />3. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE <br />HUMAN IMPACT LOADS OF SECTION 2406.1 (SEE EXCEPTIONS): <br />A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOOR ASSEMBLIES. <br />B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE <br />NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A <br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR <br />WALKING SURFACE. <br />C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING <br />CONDITIONS: 1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2) <br />BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3) TOP EDGE GREATER THAN 36 INCHES <br />ABOVE THE FLOOR. 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF <br />THE GLAZING. <br />G. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE <br />THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF <br />STAIRS AND RAMPS. <br />5. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A <br />MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (1804.4). <br />6. DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN <br />SECTION R406.1. <br />8. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED <br />BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE <br />STREET OR ROAD FRONTING THE PROPERTY. (502.1) <br />9. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE <br />LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD <br />THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, <br />PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. <br />10. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT <br />EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED <br />BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF HATHORNEWOOD TO REMOVE ANY <br />GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306) <br />INTERIOR ENVIRONMENT: <br />BUILDING ENVELOPE: <br />GENERAL NOTES: <br />No. Description Date <br />1806 W 15th St & <br />Unit #25/1/2025