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909 S Pacific Ave #2 - Plan
The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf” of the existing residence. Park & Rec. Development Ratio: (510 s.f. / 1134 s.f.= 45%). SINGLE FAMILY DWELLING Zoning R-3 Construction Type:Type V T-1 T-2 T-3 Bldg #101121897 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto CITY OF SANTA AN.p �y e OExisting House Floor plan 1 /4" = 1 '-0" 'Mr�i ow � V _ ed z UAq0— iam"UILDERS INC cor- niercial* muttifamity * r'esidentiat TH IGN AND DRAWINGS, ARE HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN VVI10 LL OR IN ANY MANNER, NUR -- ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuitders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 09 TING HOUSE FLOOR PLANS Project number 0001 Date 02-13-2025 Drawn by AC Builders Checked by 01-A-0 1 CITY OF SANTA ANA gency I 18'-0" n OExisting Floor plan 1 /4" = 1'-0" ARCHITECTURAL NOTES 1. PROVIDE 72" HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. 2. SIZE OF SHOWER STALL TO COMPLY WITH CPC 412.7, 1024 SQ. IN. MINIMUM INTERIOR AND ENCOMPASSING 30" CIRCLE. DOOR SHALL SWING TO THE OUTSIDE. 3. LOW FLOW TOILETS (1.28 GALLON/FLUSH) - SHOWERHEADS (2.0 GPM @ 80 PSI) - FAUCETS (2.0 GPM @ 60 PSI) 4. PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE FOR SHOWERS AND TUB SHOWERS. 5. PROVIDE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. 6. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 7. CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO 14 FEET WITH 2 ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2. 8. UNIT SKYLIGHTS SHALL BE LABELED BY L.A CITY APPROVED LABELING AGENCY.SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 10. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE UPDATED FOR LOW WATER CONSUMPTION. 11. 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. 12. 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. 13. NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4" ABOVE THE CONTROLS. (P.C.510.5) LOW IN EXCESS OF 2. 14. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). 15. KITCHEN SINK LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 16. BATHTUB AND SHOWER FLOORS, WALL ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6' ABOVE THE FLOOR (R307.2). 17. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BR PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6' CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. (R303.1) 18. A COPY OF THE EVALUATION REPORT AND/ OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 19. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMP' OF 68°F AT A POINT T ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 20. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 21. PROVIDE ANTI -GRAFFITI FINISH WITHIN THE FIRST 9 FEET,MEASURED FROM GRADE,AT EXTERIOR WALLS AND DOORS EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED.(6306) ADDITIONAL NOTES: 1. CONSTRUCTION SHALL NOT RESTRICT A FIVE- FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES 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. HABITABLE SPACES SHALL HAVE CEILING HEIGHT OF NO LESS THAN T-6". KITCHENS, LAUNDRY ROOM, CORRIDORS AND BATHROOMS SHALL HAVE CEILING HEIGHT NOT LESS THAN 7'. 3. PROVIDE 1 ESCAPE WINDOW IN EACH BEDROOM MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA NOT LESS THAN 5.7 SQ.FT. MIN. CLEAR 24" HEIGHT AND 20" WIDTH AND SILL NOT OVER 44" ABOVE FLOOR 4. SHOWER WALLS MUST BE FINISHED TO A HEIGHT OF 72" ABOVE DRAIN W/ MOISTURE RESISTIVE TILE OR APPROVED EQUAL 5. MAX. FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISION: WATER CLOSETS 1.28 GPF, SHOWERHEADS 2.0 GPM, LAUNDRY FAUCETS 1.5 GPM, SINK FAUCETS 1.5 GPM, AND KITCHEN FAUCETS 1.8 GPM 6. EXTERIOR WALLS WITHIN 3 FEET OF PROPERTY LINE (SPRINKLERS) OR 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) REQUIRE 1-HOUR FIRE RATING FOR EXPOSURE TO BOTH SIDES 7. PROJECTIONS: - PROHIBITED WITHIN 2 FEET OF PROPERTY LINE - 1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) - 1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) S. OPENINGS: - PROHIBITED WITHIN 3FT OF PROPERTY LINE - MAXIMUM 25% OF WALL AREA WITHIN 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) 9. PENETRATIONS: - 1-HOUR FIRE -RATED PENETRATIONS OF WALLS WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) - 1-HOUR FIRE -RATED PENETRATIONS OF WALLS WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) iIIQ1]Y 20'- 0" OExisting Roof Plan 1 /4" = 1 '-0" MIN 2X4 STUDS AT I B' O C., SEE STRUCTURAL DRAWINGS OPTIONAL GLASS FIBER BATT INSULATION PER THERMAL REQUIREMENTS U. 718" EXTERIOR CEMENT PLASTER METAL LATH OVER 1 LAYER OF WEATHER RESISTIVE BARRIER WOOD STRUCTURAL SHEAR PANEL WHERE OCCURS, SEE STRUCTURAL DRAWINGS INTERIOR SURFACE TREATMENT J AS REQUIRED PER IBC 2012 TABLE 721 1 (2) ITEM 12 OR 14 1 HOUR RATED PER IBC 2012 TABLE 721.1. Qj ITEM 15-1 3 IL See footnote m for reducton of allowatie F'c 1 HOUR EXTERIOR STUCCO WALL 3" = V-0" DOOR SCHEDULE QTY. MARK OPENING SIZE TICK DOOR TYPE SCREEN FRAME 1 AO 3'-0" W X 6'-8" H 1 3/8" EXT. SOLID CORE DOOR WOOD WOOD 2 O 2'-8" W X 6'-8" H 1 3/8" INT. HOLLOW CORE DOOR WOOD WOOD 1 © T-0" W X 6'-8" H 1 3/8" SLIDING CLOSET DOOR WOOD WOOD 2 _g O 00 Q0 F.F. E:1 E:1 3'-0" 0 T-0" O WINDOW SCHEDULE QTY. MARK SIZE TYPE FRAME SCREEN U-Factor SHGC 1 O 2'-0"W x 2'-0"H SLIDING WINDOW VINY. YES 0.3 0.23 1 O 2'-8"W x T-0"H SLIDING WINDOW VINY. YES 0.3 0.23 1 O 4'-0"W x 4'-0"H SLIDING WINDOW VINY. YES 0.3 0.23 EGRESS o _ ' o co �► ao 4'-0" zo EGRESS WINDOW F.F. O O O NOTES: 1. BEDROOM EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 sf. ABOVE THE GRADE FLOOR AND 5 SQ.FT. ON THE GRADE FLOOR, A MIN. NET HEIGHT OF 24" AND MIN. NET WIDTH OF 20", AND SILL HEIGHT NOT MORE THAN 44" MAX. ABOVE FINISH FLOOR. 2. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (INCL. TUBULAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 3. SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED (CBC 2406.4) WINDOWS AT SHOWERS AND TUBS SHALL BE TEMPERED. Provide Reinforcement for Grab Bar 2 OProposed Floor Plan 1 /4" = 1'-0" ATTIC VENT CALCULATION ZONE 1 PROVIDE 1 SQ. IN. OF VENTILATION PER 150 SQ. IN. OF ATTIC SPACE. PROVIDE THAT 50% OF THE REQ. VENTILATION AREA IS PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC, (HIGH VENTING) AT 3'-0" ABOVE EAVE VENT WITH THE BALANCE BEING PROVIDED BY EAVE VENTS, (LOW VENTING) PER I.R.C. R806, (U.B.C. 1505.3). VENTILATION REQUIRED: ATTIC AREA VENTILATION PROVIDED: TOTAL VENTS REQUIRED: 8 510 SQ. FT. / 150 = 3.40 SQ. FT. X 144 = 489.6 SQ. IN. / 2 = 244.8 SQ. IN. 4 14 x 6 Eave Intake Vents 65 SQ. IN. = 260 SQ. IN. 4 High / Exhaust O'Hagin Vents 72 SQ. IN. = 288 SQ. IN. TOTAL VENTILATION PROVIDED: 548 SQ. IN. 01-A-04 18'-0" 3 0 T E �,,� Proposed Roof Plan 1 /4" = 1'-0" 2 1601-A-04 AGING -IN -PLACE DESIGN AND FALL PREVENTION NOTES R327.1.1 Reinforcement for Grab Bars At least one bathroom on the entry level shall be provided with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of the dwelling shall comply with this section. R327.1.2 Electrical Receptacle Outlet, Switch and Control Heights Electrical receptacle outlets, switches and controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be located no more than 48 inches (1219.2 mm) measured from the top of the outlet box and not less than 15 inches (381 mm) measured from the bottom of the outlet box above the finish floor. R327.1.3 Interior Doors Effective July 1, 2024, at least one bathroom and one bedroom on the entry level shall provide a doorway with a net clear opening of not less than 32 inches (812.8 mm), measured with the door positioned at an angle of 90 degrees from the closed position; or, in the case of a two- or three-story single family dwelling, on the second or third floor of the dwelling if a bathroom or bedroom is not located on the entry level. R327.1.4 Doorbell Buttons Doorbell buttons or controls, when installed, shall not exceed 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches (1219.2 mm) measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button or control. Guidelines require - only 15" on nongrab bar side of toilet; 18" also preferred this side of centerline if planned for two bars (18" shown) possible location for resident installation of fold -up grab bars bar- may be on either side of the toilet, but must be hinged so it folds against the wall behind the toilet and does not interfere with access to the tub and the controls 18" Toilet Between Tub and Lavatory Solar Ready Zone To Meet VE Iff B`UILDERS INC con mercial* muttifamity R r-esidentiat ANCE a V 1 %.2 -0 %. 1.- 0 0 0_� . r-.,THIS DESIGN AND DRAWINGS, ARE HT PROTECTED AND ARE dw- TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date 1 Revision 1 Fecha 1 APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 EXISTING & PROPOSED LOOR/ROOF PLANS Pro ec number 0001 Date 02-13-2025 Drawn by AC Builders Checked by 01-A- 0 2 CITY OF SANTA ANA EXHAUST FAN EXHAUST FAN D O -n 0 LED Laundry EXHAUST FANS n n Pc LED Bedroom SD ' M LED LED OUtility Plan (For reference only) 1 /4" = 1 '-0" UTILITY LEGEND Y D SWITCH ON DIMMER vs SWITCH ON VACANCY SENSOR LED RECESSED LED LIGHT w WET LOCATION APPROVED LED RECESSED LED WALL MOUNTED LED LIGHT FIXTURE I NT/EXT o DUPLEX OUTLET (AFCI) o GFIC DUPLEX OUTLET (GFCI & AFCI DUPLEX @ KIT & LAU) °- EXTERIOR WATER PROOF GFIC DUPLEX OUTLET MINI SPLIT NEW ELECTRICAL TANKLESS WATER HEATER (16,000 BTU) EXHAUST INTAKE FAN. 50 CFM MIN. ❑ WITH HUMIDSTAT CONTROLS AT RESTROOMS, LAU AND UTILITY. 100 CFM MIN AT KITCHEN ELECTRICAL PANEL 200 A. WATER FIXTURE Water Closets 1.28 gallons/flush Urinals 0.5 gallons/flush Single Showerheads 2 gpm @ 80 psi Multiple Showerheads / combinated showerheads 2 gpm @ 80 psi for all Lavatory faucets, residential 1.2 gpm @ 60 psi Lavatory faucets, noresidential 0.5 gpm @ 60 psi Metering faucets 0.25 gallons per cycle Kitchen faucets 1.8 gallons/flush at 60 psi UTILITY NOTES 1 ALL BRANCH CIRCUTS SUPPLYING RECEPTACLES SHALL BE PROTECTED BY LISTED ARC -FAULT CIRCUIT INTERRUPTER (AFCI) 2. ALL 120-VOLT, SINGLE PAHSE 15 AND 20 AMP BRANCH CIRCUIT SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12 (A)(1). AT KITCHEN COUNTER SPACE, RECEPTACLES SHALL BE INDICATED AS COMBINATION AFCDI/GFCI. 3. TAMPER RESISTANT RECEPTACLES IN ALL AREAS SPECIFIED IN SECTION 210.52 ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 4. NEW BOXES USED AT LUMINAIRES OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRIE WEIGHING A MINIMUM OF 50 LB. BOXES USED AT LUMINARIE OUTLETS IN WALL SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE. (314.27 CEC) 5. ALL LEAD LUMINAIRES ARE REQUIRED TO BE CONTROLLED BY NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SSL-7A-COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. THE COMBINED USE OF NEMA SSL-7A-COMPLIANT DIMMER WITH LED LUMINAIRES CAN ENSURE FLICKER FREE OPERATION WHEN THE LUMINAIRE IS DIMMED. (2019 RESIDENTIAL COMPLIANCE MANUAL 6.3.1(G) 6. IN BATHROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THIS SPACES MUST BE CONTROLLED BY AN OCCUPANT SENSOR OR A VACANCY SENSOR PROVIDING AUTOMATIC -OFF FUNCTIONALITY. IF A OCCUPANT SENSOR IS INSTALLED, IT MUST BE INITIALLY CONFIGURED TO MANUAL -ON OPERATION USING THE MANUAL CONTROL REQUIRED UNDER SECTION 150.0(k)2C. 7. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. (907.2.11.5, R314.4) 8. IN EXISTING SFD, SMOKE DETECTORS MAY BE BATTERY OPERATED. (907.2.11.9, R314.4) ADDITIONAL NOTES 1. PROVIDE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-52(B) (2) 2. PROVIDE A MINIMUM OF (1) 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTCOHER OUTLETS. CEC 210-23(A). 3. A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM CEC 210-23 4. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 5. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDING ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM 150.0(K)3AI (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM 150.0(K)3AI1 (PHOTOCELL AND MOTION SENSOR) OR ITEM 150.0(K)3AIII (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS 6. ALL LIMINAIRES SHALL BE HIGH EFFICACY - PER SECTION 150.0(K)1A. 7. CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-23(A). Utilities Site Plan '�tJ 1 /8" = V-0" PROPERTY LINE 65' PROPERTY LINE 65' S PACIFIC AVE I I I EX. LANDSCAPE I I I I Ex. Condenser T W z W n- o Of a - Ex. W H r � co v_o JILDERS INC me- rcial* multifamily R residetnt D! gency I A CE I V I %�% -0 %. N.- 0 0 0_� . THI DESIGN AND DRAWINGS, ARE HT PROTECTED AND ARE dw- TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date 1 Revision 1 Fecha 1 APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 PROPOSED UTILITY PLANS & UTILITY NOTES Pr ' tuber 0001 Date 02-13-2025 Drawn by AC Builders Checked by 01-A- 0 3 CITY OF SANTA ANC 1'-0" 1'-0" tX151 INCH NtVV AUUI I IUN ONorth Elevation 1/411 = 1'-091 for W H OSouth Elevation 1 /411 = 1'-011 OEast Elevation 1 /4" = 1'-0" OWest Elevation 1/4" = 1'-0" ADDITIONAL NOTES 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVEFOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANYWATER 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) (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. PROVIDE (70) (72) INCH HIGHT NON -ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER - RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1210.2.3, 2406.4.5, R307.2, R308.4) 5. WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3, LAPC) 6. SPRINKLER SYSTEM MUST BE APPROVED BY THE MECHANICAL DIVISION PRIOR TO INSTALLATION 7. A FIRE ALARM (VISUAL AND AUDIBLE) SYSTEM IS REQUIRED. THE ALARM SYSTEM MUST BE APPROVED BYE THE FIRE DEPARTMENT AND ELECTRICAL PLAN CHECK PRIOR TO INSTALLATION. (LAMC 57.122) 8. CARBON MONOXIDE ALARM IS REQUIRED. (915.4, R315) Elevation Keynotes MARK Texto de nota clave A-1 COMPOSITION SHINGLES OVER #15 FELT CLASS "A" (TYP) CERTAINTED OR SIMILAR ICC ESR-1389, ICC ESR-3537 A-3 NEW STUCCO TO MATCH EXISTING A-5 CONCRETE SLAB A-7 MINI SPLIT CONDENSER (SEE T-24) A-8 WATER HEATER (SEE T-24) A-9 EXTERIOR WALL LAMP APPROVED ROOF COVERING 1/2" CDX PLY ALTERNATE LOCATION OF GWB OR 2X BLOCKING IF NO CEILING FINISH IS PROVIDED 2 X 4 BLOCK-40-04 SOFFIT BOARD 5/8 TYPE X GYPSUM SHEATHING SIDING 5/8" TYPE X GYPSUM WALLBOARD 2X FRAMING STRUCTURAL SHEATHING AS REQUIRED 1-HOUR RATED WALL AND PROTECTED EAVE OVERHANG 1'-0" OSection A 1/4'1 = 1'-0,1 V-0" Ex.I — II I I -1 I I— —I I I— 1'-0„ U �4 U 11 U 14 U e 10 5 Bathroom 14 Bedroom 3 ip 3 5 14 - 2 U 13 B Ex. 15 i 15 Ex. —I 1 1IIII 1 11 1 11 I I I 1 1 I I I III-1 1 I I IIII 1 11 1 I1 1 11 1 OSection B 1/4" = 1'-0" Section Keynotes MARK DESCRIPTION 1 COMPOSITION SHINGLES OVER #15 FELT CLASS "A" (TYP) CERTAINTED OR SIMILAR ICC ESR-1389, ICC ESR-3537 2 2"x4" SILL PLATE W/ 5/8" DIA ANCHOR BOLTS 3 2"X4" STUD WALL @16" O.C. TYPE DOUBLAS FIR GRADE #2 STUD MIN. 4 DOUBLE 2x4 TOP PLATE AT EXTERIOR & BEARING WALLS TYPE DOUGLAS FIR GRADE #2 5 R-15 FIBERBATT INSULATION SEE ENERGY CALCS 6 R-30 FIBERBATT INSULATION SEE ENERGY CALCS 7 2"x " R.R. @ 16" O.C. TYPE DOUGLAS FIR GRADE #2 8 2"x " C.J. @ 16" O.C. TYPE DOUGLAS FIR GRADE #2 SEE STRUCTURAL 10 4"x " HEADER TYPE DOUGLAS FIR GRADE #1 11 2"X SOLID BLOCK W/ FRAMING ANCHOR EA. BLOCK TYPE DOUGLAS FIR GRADE #2 12 2"X " RIDGE TYPE DOUGLAS FIR GRADE #2 13 26 GA. CORROSION- RESISTANT WEEP SCREED 14 1/2" GYP BOARD 15 12" FOOTING VE Am ow III Ia U'c VILDERS INC core merciat* muttifamity I, r'esidentiat ,-,THIS DESIGN AND DRAWINGS, ARE HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 ELEVATIONS & SECTIONS Pr jest number 0001 Date 02-13-2025 Drawn by J&C Builders Checked by 01-A-04 ANC CITY OF SANTA ANA mrting-andIDvrfdirtg�g e n c y HDU 2 (TYP) 3,4�51W 4X4 POST 3,4 Oz-S-oz o2 s-02 HDU 2 (TYP) 4X4 POST A.B. 448" Min EX. SLAB TO BE EPDXY - - - - - - 7�\ PROTECTED FROM � %1 � O p F- o MOISTURE 14' - 0" �' N 7 PROVIDE REDGARD I 5 X v WATERPROOFING AND 02-S-02 CRACK PREVENTION I W MEMBRANE ICC4ESR-141310 I ,n I o i s 1 1I N Ex. 1' - 0" I 02 O- 2 `- `: • ' - footing I EX. SLAB TO BE 3,4 I EPDXY PROTECTED I ` 02-S-02 I 5 FROM MOISTURE N o I HDU 2 (TYP)'CO 4X4 POST "- 02-S-02 Ex. 1' - 0" footing HDU 2 (TYP) ¢j " % t. ••.+ • ^a . ..�:•. 4X4 POST I - *G.C. to verify 3,4 I 6 ex. footing r '6 19-0) 02-s-02 X 01,3 ° " I ° c 02-S-023 G' •d•" 13 02-$-02 i 02-S-o ti tyT .`V New1-0„ , =° NEW 4" CONC. SLAB - d - footing Im > to New 1'- 0" a Eo 0 footin °' 1 1 3 HDU 2 (TYP) 9 • � 02-5-02 a a' "a 02-5-02 4X4 POST �z.� - - - _ 5/8" A.B. @48" Min' a ;a - - 1,3 1,3 02-S-02 �1� 02-S-02 4'-0" 7HDU 0"4'-0" HDU 2 (TYP) 4X4 POST 4X4 POST 2 24"x24" Deep pad w/(3) 44 "CONTRACTOR TO VERIFY THE SIZE OF Bars each way EXISTING FOOTING **HOLDOWNS TO BE USED: HDU2 Foundation Plan 1 /4" = 1'-0" 02S 02 9 HDU 2 (TYP) 2(2X4) POST 02-S-02 14'-0" HDU 2 (TYP) 1 2(2X4) POST N. 4x4 HDR 3, i2O 2 < x ' Ex. 2x C.J.@16" O.0 = N TO REMAIN 0 5 III ZJ 1 k02-S-02/ N. 4x4 HDR' 5 ` 02-s-02 02-S-02 N �� 0 w o td r- N HDU 2 (TYP) +� N. 4x4 HDR cc n N = N 2(2X4) POST Ex. 2x R.R.@16" O.0 02-s-02 TO REMAIN ' HDU 2 (TYP) „ + ^a • wv 2(2X4) POST Ex. 2x R.R.@16" O.0 o *G.C. to verify IZT ex. roof framing TO REMAIN z 7 7 0 02-S-02 New 2x10 ridge oz-s-oz �- N New 2x10 C.J.@16" O.0 a~ >a 11 New 2x8 R.R.@16" O.0 o ~ 02�� New 2x8 R.R.@16" O.0 o0 o N 9 = N �1 0 7 oz-8-02 1 2 02\ S-OZ/ 02-S-02 02-S-02 N. 4x4 HDR N. 4x4 HDR CC 1 1 = = 1 HDU 2 (TYP) 4'-0" 4'-0" C° `x 4'-0" 2(2X4) POST HDU 2 (TYP) HDU 2 (TYP) 11 4x6 HDR 2(2X4) POST 2(2X4) POST 2 9 OFraming Plan 1 /4" = 1'-0" *G.C. TO VERIFY EX. ROOF FRAMING MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS 1. Depth of foundations below the natural grade shall not be less than 18 inches. 2. Continious foundations shall be reinforced with at least four continuous #4 reinforcing bars, two #4 bars at the top and two #4 bars at the bottom 3. Slab construction shall be minimum 4" thick, reinforced with -4 bars at 18" on center each way 4. Doweling of the new foundations and slabs into the existing foundations and slabs shall be required. Dowels shall be a minimum of 6" into the existing concrete and shall extend a minimum of 24" into the new concrete. Dowels shall be minimum #3 bars at 18" on center or #4 bars at 24" on center EPDXY BASE PROCEDURE 1. DRILL HOLE 1/8 0 LARGER THAN ANCHOR 2. CLEAN HOLE WITH BRUSH AND COMPRESSED AIR 3. PLACE ROD AT BOTTOM OF HOLE OF SILL Simpson Set XP Epoxy -Tie (ICC-ESR #2508) 4. GROUNT WITH FLOWABLE EPDXY FLUSH TO TOP 5. DEPUTY INSPECTION REQUIRED FOR PROPER HOLDOWN INSTALLATION AND INTEGRITY OF (E) CONCRETE 6. ALLOW 24 HR. CURE BEFORE TIGHTENING NUT TYP. ANCHOR BOLTS BOLT DIAMETER D MINIMUM EMBEDMENT VERT. ANCHOR BOLTS HORIZ. ANCHOR BOLTS 1/2" 7" 5" 5/8" 7" 5" 3/4" 7" 5" 7/8" 8" 6" 1. 9„ T' 1 1 /8" 10" 8" *USE: 5/8 ANCHOR BOLTS 10" LONG EMBEDDED 7", 12" @ ENDS OF SILL & 6-0" O.0 W/ 3" X 3" X 1/4" PLATE WASHER. TABLE R602.3(1) FASTENERSCHEDULE FORSTRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF NUNU FASTENER SPACING OF FASTENERS ROOF 1 Blocking between joist or rafters to top plate, toe nail 3-8d (2 1 /2"x0.113") - 2 Ceiling joists to plate, toe nail 3-8d (2 1/2"x0.113") - 3 Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d - 4 Collar tie rafter, face nail or 1 1/4"x20 gage ridge strap 3-10d (3"x0.128") - 5 Rafter to plate, toe nail 2-16d(3 1/2"x 0.135") - 6 Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d(3 1 /2"x0.135") 3-16d(3 1/2"x0.135") - WALL 7 Built-up corner studs 10d (3"4.128") 24" o.c. 8 Built-up header, two pieces with 1/2" spacer 16d (3 1/2"x0.135") 16" o.c. along each edge 9 Continued header, two pieces 16d (3 1/2"x0.135") 16" o.c. along each edge 10 Continued header to stud, toe nail 4-8d (2 1/2"x0.113") - 11 Double studs, face nail 10d (3"x0.128") 24" o.c. 12 Double top plate, face nail 10d (3"4.128") 24" o.c. 13 Double top plate, minimum 48-inch offset of end joints, face nail in lapped area 8-16d (3 1/2"x0.135") - 14 Sole plate to joist or blocking, face nail 16d (3 1/70.135") 16" o.c. 15 Sole plate to joist or blocking at bated wall panels 3-16d (3 1/2"4.135") 16" o.c. 16 stud to sole plate, toe nail 3-8d ( 2 1/2"x0.113") - 17 Top or sole plae to stud, end nail 2-16d (3 1/2"x0.135") - 18 Top plates, laps at comers and intersections, face nail 2-10d (3 "x0.128") - 19 1" brace to each stud and plate, face nail 2-8d (2 1/2"x0.113") 2 staples 1 3/4" - - 20 1"x6" sheathing to each bearing, face nail 2-8d (2 1/2"x0.113") 2 staples 1 3/4" - - 21 1"x8" sheathing to each bearing, face nail 2-8d (2 1/2"x0.113") 3 staples 1 3/4" - - 22 Wider than 1 "x8" shearing to each bearing, face nail 3-8d (2 1 /2"x0.113") 4 staples 1 3/4" - - FLOOR 23 Joist to sill or girder, toe nail 3-8d (2 1 /2"x0.113") - 24 1 "x6" subfloor or less to each joist, face nail 2-8d (2 1 /2"x0.113") 2 staples 1 3/4" - - 25 2" subfloor to joist or girder, blind and face nail 2-16d (3 1/2"x0.135") - 26 Rim joist to top plate, toe nail (roof applications also) 8d (2 1 /2"x0.113") 6" o.c. 27 2" planks (planks & beam -floor & roof) 2-16d (3 1/2"x0.135") at each bearing 28 Built-up girders and beams, 2-inch lumber layers 14d (3"x0.128") Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 29 Ledger strip supporting joists or rafters 3-16d (3 1 /2"x0.135") FAach joist or rafter TABLE R602.3(1) continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER b,c,e SPACING OF FASTENERS EDGES (INCHES) INTERMEDIATE c,e SUPPOF Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 30 3/8" - 1 /2" common 2"x0.1 mmon �1 "1 nail nail(subfloorwall) 8d ( ) (roof) 6 12 g 31 5/16 1 /2 6d common (2"4.113") nail (subfloor wall) 8d common (2"x0.131 ") nail (roof) 6 12 g 32 19/32" - 1 " 8d common (2"4.131 ") 6 12 g 33 1 1 /8" - 1 1 /4" 10d common (3"x0.148") nail or 8d (2 1/2"x0.131")deformed nail 6 12 Other wall sheathing 34 1/2" structural cellulosic fiberboard sheathing 1/2" galvanized roofing nail. 7/16" crown or 1" crown staple 16 ga. 1 1 /4" long 3 6 35 25/32" structural cellulosic fiberboard sheathing 1 3/4" galvanized roofing nail. 7/16" crown or 1" crown staple 16 ga. 1 1/2" long 3 6 36 112" gypsum sheathing d 1 112" galvanized roofing nail : staple galvanized, 1 1/2" long; 1 5/8" screws. Type W or S 7 7 37 5/8" gypsum sheathing d 1 3/4" galvanized roofing nail ; staple galvanized, 1 5/8" long; 1 5/8 screws. Type W or S 7 7 Wood structural panels, combination subfloor underlayment to framing 38 3/4" and less 6d deformed (2"x0.120") nail or 8d common (21/2"x 0.131") nail 6 12 39 7/811- 1 „ 8d deformed (2 1 /2"x0.131 ") nail or 8d deformed (2 1/2"x 0.120") nail 6 12 40 1 1/8"- 1" 10d common (3"x0.148") nail or 8d deformed (2 1/2"x 0.120") nail 6 12 TS (INCHES) AFAV 4 VILDERS INC core nierciat* multifamily R residenticit ,-.THIS DESIGN AND DRAWINGS, ARE HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 UNDATION & FRAMING PLAN Project number 0001 Date 02-13-2025 Drawn by J&C Builders Checked by 02-S-01 ANCE CITY OF SANTA ANA mrtnTg-and�vilrtm��g e n c y 1 3/4" M I N TYP. HDU2 LL 12" NEW FOOTING SIMPSON SSTB we NOTES: HOLDOWN BOLTS INCHES 4X4 POSTS CAN BE HDU2 SSTS20 16 Sid' REPLACED W/ 2-2x4 AS HDW SST824 ZQ LONG AS NAILS ARE MAINTAINED W/ MIN. EDGE HDUSMTTS SST824 205/6' DISTANCE AS REQUIRED BY HDU8lHDO8 I SSTB28 11 24 718- THE MANUF. SPEC. & S.W. HDU11 SB1X30 1 24- EDGE NAILS STAGGERED ON BOTH STUDS. NOTES' SEE PLANS FOR HOLDOWN TYPES & INFORMATION NOT SHOWN. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT SHOWN. WHEN 3-2X MEMBER IS USED FOR HDU 1/4"OX4 1/2" SDS SCREWS SHOULD BE USED. SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611 Hni nnwN INSTAI I ATInN no N FnnTINC- NEW EXISTING FOOTING FOOTING r\/Ir1T1w 1/1 T,O1 w I1—\A/ r/1/1T1K 1/1 LTP4 @48" O.C. OR SEE SHEAR WALL SCHEDULE MATCH SHEAR WALL BELOW 2X STUD 2X BLK'G LTP4@ 48" O.C. OR SEE SHEAR WALL SCHEDULE SHEAR WALL PER PLAN CEILING JOIST PER PLAN DBL. TOP PLATE OR BEAM SHEAR TRANSFER DETAIL 6" LONG REBAR ,A OR (N)ASTU F1554 GRO. 36 5A THREADED ROD STEEL PER PLAN (ICC—ESR 02508) DRILLED HOLE PER NOTE A 1 44 POST 2x4 TRIMER SILL PLATE (N)PLYWO SHTG. OR OSP. WHERE OCCUR 2x D.F.P,T. PLT. Z "3/DGE I N n (E) FOOTING 12" MIN. VERIFY (N) ANCHOR BOLTS @ EXIST. FOOTING 4x HEADER SEE PLAN CS20 TYP. 44 - POST 2x4 TRIMER (TYP.) #5 @16 DOWEL IN DRYPACKED HOLE USING 2"X "D.F.P.T. SET-XP HIGH STRENGTH PTL. WI 5/8" DIA. PER SHEARWALL EPDXY ADHESIVE ICC-ESR OR A.B. @48" O.C. 2508 EX. CONC. SLAB 26 GA. GS. WEEP SCREED B.N F.S. 1_g adz ' �z w LU co 2#4 BARS TOP & BOTTOM ANCHOR BOLT 7 1/9" PNARPnKAPNT 12 NEW FOOTING NEW FOOTING & A.B. DBL. TOP PLATE 4x8 HEADER SEE PLAN OPENING CS20 TYP. @ TOP & BOTTOM nvwvvv iv ry v..nvr� WHERE OCCURS. SEE PLAN. 6) SHEAR WALL ELEVATION 7 STRAP @ OPENING (8 ROO � SIMP. A35 (E) RAFTER F #4 @24 DOWEL IN DRYPACKED HOLE USING 24" #4 REBAR SET-XP HIGH STRENGTH IIKL� X EPDXY ADHESIVE ICC-ESR 2508 _/DBL. NEW TOP CONC. PLATE SLAB EX. CONC. SLAB N 2X BLK'G W/ ° 2X STRUT SIMP. CS16, • @ 24" O.C. 6 BAYS MIN. TIE TO NEW _ 'I SLAB REBARS x • MIN 6" EMBEDMENT 12 EX. FOOTING 12 NEW. CONC. SLAB TO EX. FTNG ' 13 MECHANICAL FA: AS NECESSARY IN CORNERS THROUGH GRAD VYCOR NAILING FI WEATHER RESIS DO NOT FLASH 0 BOTTOM NAILING FLANGE SILL PLO GRACE VYCORNI OR CORNER PATCH NAILING FLANGE i (N) HDU2 H.D. TO BE USED E IN) mundabx s bliockng, as req..uL {E► Foundation &II _ IE► RemiorcxV = bars. if presimt I IE) Concrete foundation 1 1 r fir 'm= ;i 4. i L . ... i+f -" T mm W SECTION Foundabm sA BLOCKING REQUIRED) RETROFIT HOLDOWN DETAIL WEATHER RESISTIVE BARRI% TEN O O %eE IVE BARRIER ER R — O DO NOT FLASH OVER BOTTOM GRACEVYCORPLUS NOTES: NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTION: 1. CUT FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ALONG HEADER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AS SHOWN ABOVE WINDOW FLASHING 9 2x STUDS @ 16" O.C. R-15 BATT - INSULATION SECTION {NO foundation siI19LOCKING REOUIRED) 5/8" TYPE 'X' GYPSUN4 BOARD 4 d 4" CONC. SLAB ONE HOUR FIRE RATED WALL EXTENSION(�o �8" STUCCO 2x STUDS FINIS @ 16" O.C. STRUCTURAL R-15 GATT SHEATHING AS INSULATION REQUIRED 41 C0 Z) 0�0 (� I-W- �ZU o¢=o1 zx UZ X �w0 W SHEAR @ C.J. & R.R. 11 SHEAR WALL SCHEDULE TYPE SHEATING 1 () 15/32 STIR 10. S NAIL SIZE (2) 10d EDGE !FIELD NAIL NAIL SPACINGSPACING 6" 12" SILL TO WOOD CONN. SDS 1 /4"x6" @ 16" SILL TO WOOD CONC. CONN (1) ALLOW S. W. S. (PLF) TYPE (3) 340 1 Z& 2x: 5/8" O A.B. @ 32" 3x: 5/8" O A.B. @ 48" 1. ALL ANCHOR BOLTS TO BE 5/8" DIAM. MIN. SIZE WITH 3"x 3"x 1/4" THICK WASHERS TYP. 2. FOR ANCHOR BLOTS IN EXISTING CONCRETE USE 5/8" DIAM. STEEL THREADED ROD WITH SIMPSON SET -EPDXY WITH 5" MIN. EMBEDMENT (ICC-ES ESR-1772, SPECIAL INSPECTION IS REQUIRED) 3. ALL SHEAR WALLS TO EXTEND FROM FINISH FLOOR TO ROOF SHEATHING TYPICAL. 4. IT IS ACCEPTABLE TO USE O.S.B. PANELS AS SUBSTITUTE FOR PLYWOOD PANELS SHOWN ON PLANS FOR ROOF AND SHEAR WALLS WITH THICKNESS INDICATED ON PLANS. HEADER SCHEDULE NON - BEARING WALLS BEARING AND EXTERIOR WALLS HEADER OPENING WIDTH HEADER SIZE OPENING WIDTH SIZE T,. OPENING WIDTH NUMBER OF FULL - HEIGHT STUDS EXT. WALLS INT. BRNG. WALLS I. NO B. WILLS J,-,-E: CP/IT FJL_—I--. 'T D7 V/17E _'��- FC = CEILING JOIST SCHEDULE CLEAR SPAN "L" JOIST SIZE & SPACING ;" i;'1� a -, -) LL - zc J11, id NA.:L_; 'K'G HEAR Ved ow JIUZ iam"UILDERS INC core niercial* multifamily a r-esicientiat THDAWIGN AND DRAWINGS, ARE HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 F UNDATION & FRAMING DETAILS Project umber 0001 Date 02-13-2025 Drawn by J&C Builders Checked by 02-S-02 CITY OF SANTA ANA mrtnTg-and"Bvilrtm�)�g e n c y �� D �� INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LARC Effective: 01-01-2017 DOCUMENT NO. P/BC 2023-004 Revised: 01-01-2023 DEPARTMENT OF BUILDING AND SAFETY Previously Issued As: P/BC 2013-004 WOOD FRAME PRESCRIPTIVE PROVISIONS ONE STORY RESIDENTIAL CONSTRUCTION ONLY (Formerly known as Type V Sheet) The wood frame prescriptive provisions are for one and two family dwellings and townhouses of wood frame construction, not exceeding one story in height. This Information Bulletin is for information and reference only and is not a substitute for accurate drawings prepared for each proposed construction project. LARC refers to the Los Angeles City Residential Code. The number following R references the code section within the Los Angeles City Residential Code. All buildings erected using provisions detailed herein must comply with restrictions listed below: a) Roof and floor boundary elements shall not cantilever past exterior wall line(s) below. b) This prescriptive provisions shall not be used for irregular structures located in Seismic Design Categories C, Do, D1, and D2 per 2023 LARC Section R301.2.2.2.5. FOOTINGS ON EXPANSIVE SOILS Footing systems on expansive soil shall be constructed in a manner that will minimize damage to the structure from movement of the soil. All soil in the City of Los Angeles is considered expansive unless proven otherwise by an approved soils report. 1. Depth of footings below the natural and finished grades shall not be less than 24 inches for exterior and 18 inches for interior footings. 2. Exterior walls and interior bearing walls shall be supported on continuous footings. 3. Footings shall be reinforced with four Y2-inch diameter deformed reinforcing bars. Two bars shall be placed 4 inches from the bottom of the footing and two bars within 4 inches from the top of the footing. Reinforcement shall have a minimum 3-inch concrete cover for concrete cast against earth and reinforcement not exceeding 5/8-inch shall have minimum 1-1/2-inch concrete cover when not cast against earth. 4. Concrete floor slabs on grade shall be placed on a 4-inch fill of coarse aggregate or on a 2-inch sand bed covered with a minimum 6 mil moisture barrier membrane. The slabs shall be at least 3-1/2 inches thick and shall be reinforced with '/2" diameter deformed reinforcing bars. Reinforcing bars shall be spaced at intervals not exceeding 16 inches each way. 5. The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 inches prior to placing the concrete. 6. All drainage adjacent to footings shall be conducted away from the structure by a 3-ft wide sloped apron draining into an approved non -erosive device. ENERGY REQUIREMENTS All work must comply with the State of California Title 24 Energy Requirements. Asa covered entity under Title II of the Americans with Disabilities Act. the City of Los Angeles does not discriminate on the basis of disability and, upon request, Will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 9 P/BC 2023-004 ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE -FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS NOTE: APPLIES TO PANELS 24" OR WIDER (T- R503.2.1.1 1 SHEATHING GRADES ROOF FLOOR PANEL SPAN RATING Roof/Floor Span MINIMUM PANEL THICKNESS INCHES MAXIMUMS AN INCHES LOADS PSF MAX. SPAN (INCHES) Panel edges with tongue and groove joints or with blocking EDGE SUPPORT NO EDGE SUPPORT TOTAL LOAD LIVE LOAD 2410 318 24 20 40 30 24/16 7/16 1 24 24 50 401 16 32/16 15/32,1/2 32 28 40 30 16 40/20 19/32, 5/8 40 32 40 30 20 48/24 1 23/32, 314 48 1 36 1 45 35 24 CONNECTION FASTENING REMARKS Roof Blocking between joists or rafters to top plate 4-8d box 2-1/2" x 0.113" Toe nail Ceiling joist to plate 4-8d box 2-1/2" x 0.113" Toe nail Ceiling Joist not attached to parallel rafter, laps over partitions 4-1 Od box 3" x 0.128" Face nail Collar tie rafter, face nail or 1 Y." 20-gage ridge strap4-10d box 3" x 0.128" Face nail Rafter or roof truss to plate 3-16d box nails (3-1/2" x 0.135") or 2 toe nails on one side and 1 toe nail 3-1 Od common nails (3" x 0.148") on opposite side of each rafter or truss 4-16d box (3-1/2" x 0.135"), or Toe nail Roof rafters to ridge, valley or hip rafters or roof rafter to minimum 3-1 Od common 3-1/2 "x 0.148" 3-16d box (3-1/2" x 0.135"), or End nail 2" ridge beam: 2-16d common 3-1/2" x 0.162 Wall Stud to Stud (not braced wall panels) 16d common 3-1/2" x 0.162" 24" D.C. face nail 1Od box 3" x 0.128" 16" o.c. face nail Stud to stud and abutting studs at intersecting wall corners (at 16d box 3-1/2" x 0.135" 12" o.c. face nail 16d common 3-1/2" x 0.162" 16" o.c. face nail braced wall panels) Abutting Studs at interse cling wall corners, face nail 16d 3-1/2" x 0.135 " 12" o.c. Built -up header (2" to 2" header with I/V spacer) 16d common 3-1/2" x 0.162" 16 D.C. each edge face nail 16d box 3-1/2" x 0.135" 12" o.c. each edge face nail Continuous header to stud 5 8d box 2-112" x 0.113" Toe nail 4 Bd common 2-1/2" x 0.131" Toe nail Top plate to top plate 16 common 3-1/2 " x 0.162" 16" o.c. face nail 1Od box 3" x 0.128" 12" o.c. face nail 8-16d (3-1/2" x 0.135") Face nail on each side of end joint Double top plate splice (minimum 24" lap splice length each side of joint Bottom plate to joist, rim joist, band joist or blocking (not at braced 16d common 3-1/2" x 0.162" 16" D.C. face nail 16d box 3-1/2" x 0.135 " 12" o.c. face nail wall panels) Bottom plate to joist, rim joist, band joist or blocking (at braced 3-16d box (3-112" x 0.135"), or 3 each 16" o.c. face nail wall anal) 2-16d common 3-1/2" x 0.162" 2 each 16" o.c. face nail 4-8d box (2-1/2" x 0.113"), or 3-16d box (3-112"x 0.135"), or toe nail 4-8d common 2-112" x 0.131 " Top or bottom plate to stud 3-16d box (3-1/2" x 0.135"), or 2-16d common (3 %" x 0.135"), or End nail 2-1 Od (3" x 0.162"), or End nail 3-1 Od box 3" x 0.128" Top plates, lap at comers and intersections 3-1d box x 0.1. ) Face nail 162") 2-166d comm m on (3 1//2"2" x 0 Floor 4-8d box (2-1/2" x 0.113"), or Joist to sill, top plate or girder 3-8d common (2-112" x 0.131), or Toenail 3-1 Od box 3" x 0.128" Rim Joist, band joist or blocking to sill or top plate (roof 8d box 2-1/2" x 0.113" 4" D.C. 8d common (2-1/2" x 0.131"). or 6" o.c. applications also) 1 Od box 3" x 0.128" Band or rim joist to joist 3-16d common (3-1/2" x 0.162"), or End nail 4-10d box 3" x 0.128" 20d Common (4" x 0.192"), or Nail each layer as follows: 32" o.c. at top and bottom and staggered. 10d box (3" x 0.128"), or 24" o.c. face nail at top and bottom Built-up girders and beams, 2-inch lumber layers sta ered on opposite sides AND: 2-20d common (4" x 0.192"), or Face nail at ends and at each splice 3-1 Od box 3" x 0.128" , 4-16d box (3-1/2 "x 0.135"), or Ledger strip supporting joists or rafters 3-16d common (3-1/2" x 0.162), or At each joist or rafter, face nail 4-10d box 3" x 0.128" Bridging to Joist 2-10d 3" x 0.128" Each end, toe nail As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to Its programs, services and activities. P q P 9 Page 5 of 9 P/BC 2020-004 ------------- 2x ROOF RAFTERS 112" WOOD STR. PANEL WI 8d @ 6'96"112" 2z SOLID BLOCKING E.N. 8d@6"oc E.N 8d�a6"oc 112"WOOD STR. PANEL Wi 8d pp 6"16"T 12" oc - -- -- (COMhTONNAILS) 2XCEWNGJOISTS 2x ROOF RAFTER WI R-30 BATT. INSUL 2X CEILING JOISTS 3' MINIMUM CEILING JOIST -LAP @ ASCIA BOARD WIR-30BATT.INSUL. 9EACONNECTIONWALLISIL ER RAFTER TIE CONNECTION PAGES TE ISEE PAGES) 2X SOLID BLOCKING OR EAVE LOCATION 2X SOLID BLOCKING W! APPROVED FRAMING AND CONSTRUCTION WIAPPROVED FRAMING CLIPS EA. BLOCK SEE NOTE 13 ANCHOR EA BLOCK 2% DOUBLE TOP PLATE DOUBLE TOP PLATE 3 I WHERE STUCCO IS APPLIED Lo R-13+10 (BATT+RIGID INSUL.) z OVER SHEATHING- PROVIDE 2-LAYERS STUD GRADE)L @ 16"oc 30' MIN. w i GRADED' PAPER UNDER LATH EE NOTE 1 SEE NOTE 14 J 2X4 STUD WALL 16"oc SIB" WOOD STIR. PANEL ' (DF STUD GRAD MINIMUM) W/10d @ 6'16'117 XK: in R-1 3 + 10 (BATT + RIGID INSUL.) z (COMMON NAILS) SEE NOTE 5 � OR WALL 8 OPENING REQUIREMENTS SEE _ 15 32 WOOD STR. PANEL 2X FLOOR JOISTS @ 16'oc SEE NOTES 11,12 813 OR STUCCO SHEAR PANEL 2X BLOCKING @ 8'-0" oc FOR m I 4 2X P.T. SILL W/ 112" X 10' A.B. JOIST SPANS OVER S-0" 0 15t3Y WOOD STR. PANEL ' @ 6'oc. 0.229' X 3" X 3' 2X SOLID BLOCKING OR STUCCO SHEAR PANEL] PLATE WASHERS 3-112" CONC.SLAB, 2X PT SILL W1 w ANCHOR BOLTS AND wI .19 BATT INSUL. z #4 DEFORMED REINF. PLATE WASHERS 2X RIM JOIST I @ 16' O.C. EA WAY 2" SAND BED. 6 MIL AT JOIST SPLICE ZX P T SILL Wl a SEE NOTE 15 VAPOR RETARDER LAP 3' MIN WI 3-1Od ANCHOR BOLTS AND o, ++ PLATE WASHERS a• #3 DOWELS Cdt 24"OC, 2)-#4 BAR, TOP EXTEND 36' 0 SLAB (FOR TWO POUR) (2f#4 BAR. BOTTOM T.O. CONC. (2�-tt4 BAR, TOP 2 BAR. BOTTOM T. 0, CONCRETE FINISHED . 4X GIRDER FINISHED GRADE °O GRADE -#4 4X4 P.T.POST z 6 WI PO TCAP FINISHED Z GRADE n 6.. N r 12" 2' SQ. PAd 12 UNDIS - GROUN POURED CONC. PIER W/POST BASE WALL SECTION: SLAB -ON -GRADE CONSTRUCTION WALL SECTION: RAISED FLOOR CONSTRUCTION I. Anchor bolts M." x 10" embedded 7" and spaced maximum 6' with 0.229" x 3" x 3"" plate washers, minimum 2 anchor bolts per piece, located not more than 12" or less than 7 bolt diameters from each end of the piece. 2. All foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct contact with earth, and sills that rest on concrete or masonry foundations shall be preservative treated wood(AWPA U1) and field cut ends, notches, and drilled holes shall be field treated in accordance with AWPA M4. Fasteners (other than anchor bolts) in preservative treated wood or fire retardant treated wood shall be of hot dipped zinc coated galvanized steel or stainless steel. 3. Minimum concrete strength 2,500-psi. 4. Exterior walls, bearing walls and braced wall panels require continuous footings. R403.1 5. 231'32" plywood required for 24" joist spacing. 6. Where interior walls are shear walls, wall framing and sheathing shall extend to the roof sheathing. 7. Footings on or adjacent to slopes shall meet the requirements of Section R403.1.7. 8. Walls separating units in townhuses shall be provided with parapet in accordance with R302.2.2 9. Projects located in the Very High Fire Hazard Severity Zone (VHFHSZ) must also incorporate the requirements of Section R337 into the design. 10. Exterior walls of dwellings and accessory structures closer than 5-ft. (non-sprinklered) / 3-ft. (sprinklered) to the property line shall be 1-hr fire -resistance rated construction. I I. No openings other than approved foundation vents shall be permitted in the exterior walls of dwellings and accessory buildings where the exterior wall is less than 3-ft. to the property line. 12. The area of exterior wall openings of non-sprinklered dwellings and accessory buildings located = 3-ft. and < 5-ft. to the property line shall be limited to 25 % of the wall area. Exterior wall openings are unlimited when exterior walls are located = 5-ft, for non-sprinklered buildings and = 3-ft. for sprinklered buildings. 13. Eaves shall be of 1-hr fire -resistive construction on the underside when located between 2-ft. and S-ft. from the property line for non-sprinklered buildings and between 2-ft. and 3-ft. from the property line for sprinklered buildings. Detached garages within 2-ft of a property line may have a maximum 4-inch eave, provided the eave does not extend over the property line and is allowed by the Zoning Code. 14. Eaves shall not project more than 4" for each one foot of required side yard, and shall provide a minimum 30" clear space between the eave and the property line (LAMC 12.22C20(b)). 15. Exterior plaster (stucco) walls shall be provided with a corrosion resistant weep screed complying with Section R703.7.2.1 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 9 P/BC 2023-004 L..'3 VA', 3 { ' MIN. MIN i 03 MAX. 25% MAX. 40% MAX. 40% MAX. 60 h MAX, EXTERIOR WALLS AND BEARING PARTITIONS NON -BEARING PARTITIONS NOTCHING 8 BORING RAFTERS CEILING JOISTS AND FLOOR JOISTS EXTERIOR WALLS AND BEARING WALLS MAY HAVE BORED HOLES BETWEEN (NOTCHING NOT PERMITTED IN MIDDLE V3 JOIST SPAN) 40 AND 60 PERCENT WHEN STUD IS DOUBLED AND NOT MORE THAN TWO (HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) SUCCESSIVE DOUBLE STUDS ARE BORED IR502.8, R8U.7. t R60261 3:12 TO4:12 SLOPE W12-LAYERS TYPE 15 FELT BN. Bd@6" oc - 412 OR GREATER SLOPE Wf t-LAYER TYPE 15 FELi 20 GA x 1-114"_ - 2-t6d EACH SIDE ROOF RAFTER STRAP @48' O.C. - -_ -�- - - ROOF SHEATHING B.N. 9d@6' OC ?, ROOF RAFTER r 6 GE �IpL r 2X ROOF RAFTER ROOFRAFfEIR - 2 X RIDGE BOARD. DEEPER 1`414- .. CUT END OF ROOF RAFTER EDGE NAIL YX BLOCKING ROOF SLOPE -COMP SHINGLES(R905.2) RIDGE JR0023) NAILS(TABLE ROM(,)) y ,�Wl FRAMING ) ANCHOR A>},'� I 2X BLOCKING 2X SLOPED -I ROOF RAFTER 2X BLOCKING ' r EDGE NAILEDGE NAIL I , 2X4 @ 4' 0 C. 15W WOOD STRUCTURAL PANEL - 3. 10d NAILS WrSd @676v1Y(COMMON NAILS) - RAFTER TIE CONNECTION I Ir` / ' (SEE PAGE 4) f" _ B.N. OW OC '\ t CEILING JOIST EDGE NAIL EDGE NAIL / j EDGE NAIL UPLIFT FRAMING CLIP PER TABLE R802.11-�- �- 2X BLOCKING WI FRAMING PERPENDICULAR PARALLEL TO ANCHOR @ EACH BLOCKING TO ROOF RAFTERS ROOF RAFTERS BRACED WALL PANEL (SEE PAGE 6) INTERIOR SHEAR WALL AT ATTIC RAFTER SPAN (SEE PAGE 3) ENGINEERED DESIGNED REWIRED FOR CONNECTION. WHEN PURON USED TO REDUCE RAFTER SPAN _ - I� 2X RIDGE BOARD -9 2X ROOF RAFTERS 12 3MIN SLOPE - 2XSOU?BLOCKING CEILING JOISTS (SEE PAGE 3) - 2X DOUBLE TOP PLATE - - At CEILING JOIST SPLICE PROVIDE - 2X STUDSAt PER RAFTER TIE CONNECTIONS (SEE PAGE 3) BRACED RAFTER CONSTRUCTION (R802.5.'1) BEARING PARTITION T INTERIOR SHEAR WALL HEADER (SEE PAGE 3 FOR SPAN) r� ' CONT. DOUBLE TOP PLATE SOLID BLKG. @ ALL UNSUPPORTED PLYWOOD EDGES ANCHOR BOLTS MIN 112" DIA x 10'. 7" EMBEDMENT 2 -4TOP & BOTTOM WALL FRAMING 2X CEILING JOIST J GABLE SUPPORT NAIL TO JOIST t: HEADER (SEE PAGE 3 FOR SPAN) 2X SILL PLATE _ MIN. 2 ANCHOR BOLTS PER BRACED d4: WALL PANEL, MAX 12" 8 MIN. 4' FROM a - ' EACH END OF THE PLATE SECTION HOLD DOWN EACH SIDE OF PANEL (1800N MIN. CAPACITY) PER PAGE 6 THICKEN FOOTING AS REQUIRED FOR BUT EMBEDMENT DEPTH As covered entityunder Title II of the Americans with Disabilities Act the City of Los Angeles does not discriminate on the basis of disability and upon request, , will provide reasonable accommodation to ensure equal access to Its programs, services and activities. Page 6 of 9 0 x CD x x Table 1 ALLOWABLE SPANS FOR OF #2 ROOF RAFTERS (DF-LARCH) (T-R802.4.1(1)) Ceiling not attached to rafters, UA =180 Minimum Roof Slope: 3:12 Dead Load: 10 psf (asphalt shingles or similar) Live Load: 20 psf RAFTER SPACING ALLOWABLE SIZE SPAN' 24 11'-11" 2x6 16" 14'-7" 12" 16'-10" 24" 13'-6" 2x8 16" 18'-5" 12" 21'-4" 24" 18'-5" 2x10 16" 22'-6" 12" 26. 0" 24" 21'-4" 2xl2 16" 26'-0" 12" 26' 0" Table 3 ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) (T-R802.4.1(2)) Ceiling attached to rafters, UA = 240 Dead Load:10 psf (asphalt shingles or similar, includes drywall and insulation) Live Load: 20 psf RAFTER SPACING ALLOWABLE SIZE SPAN' 24" 11A1" 2x6 16" 14'-l" 12" 15'-6" 24" 15'-1" 2x8 16" 18'-5" 12" 20-5" 24" 18'-5" 200 16" 22'-6" 12" 26'-0" 24" 21'-0" 202 16" 26'-0" 12" 26'-0" Table 2 ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) (T-R802.4.1(1)) Ceiling not attached to rafters, UA = 180 Minimum Roof Slope: 3:12 Dead Load:20 psf (2" clay the or similar) Live Load: 20 psf RAFTER SPACING ALLOWABLE SIZE SPAN' 24" 10'-4" 2x6 16" 12'-7" 12" 14'-7" 24" 13' 0" 2x8 16" 16'-0- 12" 18' 5" 24" 15-11" 2x10 16" 19'-6" 12" 22'-6" 24" E2xl2 16" 12" Table 4 ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) (T-R802.4.1(2)) Ceiling attached to rafters, UA = 240 Dead Load:20 psf (2" clay tile or similar, includes drywall and insulation) Live Load: 20 f JOIST SPACING ALLOWABLE SIZE SPAN' 24" 10'-4" 2x6 16" 12'-7" 12" 14'-7" 24" 13'-0" 2x8 16" 16-0" 12" 18'-5" 24" 15'-11" 2x10 16" 19'-6" 12" 22'-6" 24" 18'-6" 2xl2 16" 22'-7" 12" 26'-0" 1. Rafter spans shall be measured along the horizontal projection of the rafter. Table 5 ALLOWABLE SPANS FOR DF #2 CEILING JOISTS (DF-LARCH) (T-R802.5.1(2)) Dead Load: 10 psf Live Load: 20 psf UA = 240 JOIST SPACING ALLOWABLE SIZE SPAN 24" 7'-3" 2x4 16' 8'-11" 12" W-10" 24" 10'-8" 2x6 16" 1X-O" 12" 15'-0" 24" 13'-6" 2x8 16" 16-6" 12" 19'-1" 24" 16'-5" 2x10 16" 20'2" 12" 23'-3" Table 6 RAFTER TIE CONNECTION ROOF LIVE LOAD 20-psf [Table R802.5.2(1)1" Minimum number of 16d common nails at rafter tie connection. RAFTER SLOPE TIE SPACING ROOF SPAN (FT) 127 24 36 3:12 16" 4 7 10 24" 5 10 15 4:12 16" 3 5 8 24" 4 8 11 5:12 16" 3 4 6 24" 3 6 9 7:12 16" 3 3 5 24" 3 5 7 1. When nails are clinched, nailing may be reduced 25 % . 2. The refer ties shall be minimum 2 x 4 P/BC 2023-004 ,m� t y aYn W daJoins per T s a<RWer rm W Per ede B Design as a truss system Minimum 3:12 slope eeart4, 11 ra RWw sin per Tads a w ee.gnae `Ty- -1 Ar ,lope .te nea mo..aeo Design as a post and beam As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and. upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 9 48" MIN. FOR METHOD WSP (`) AND 96" MIN. FOR GBia'd) & PCP@d1 SEE NOTE 1. •' 4_ .. 7N u f� i� e� a SWL BWL OWL l 0. 4' MAX OFFSET DESIGNATED BRACED z a 4' MAX OFFSET WALL LINE (BWL) zi <.4 `L N O BWL 20'-0" MAX BRACED WALL LINE LENGTH BRACED WALL PANEL REQUIREMENTS P/BC 2023-004 NOTES: 1. BRACED WALL LINES AT EXTERIOR WALLS SHALL HAVE A BRACED WALL PANEL LOCATED AT EACH END OF THE BRACED WALL LINE. EXCEPTION: FOR METHOD WSW?, THE BRACED WALL PANEL SHALL BE PERMITTED TO BEGIN NO MORE THAN 10 FEET FROM EACH END OF THE BRACED WALL LINE PROVIDED: METHOD WSP(`) UP TO 10' BRACING ONLY r: A LIDO OR 24"I AMIN.. 24" PANEL IS APPLIED TO EACH SIDE. 24" THIS 24" WIDE PANEL DOES NOT COUNT AS BRACING METHOD B WSP _ UP TO 10' BRACING ONLY EIDLI OFT " 1800 LBF HOLD-DOWN DEVICES REQUIRED AT THE ENDS OF EACH BRACED WALL PANEL 2. MIXING BRACING METHODS WITHIN A BRACED WALL LINE IS NOT PERMITTED. 3. INTERIOR BRACE WALL PANEL SHALL BE LOCATED NOT MORE THAN 10.0-FT FROM THE END OF A BRACED WALL LINE AS DEMONSTRATED IN FIGURE R602.10.2.2 OF THE LARC. 4. HOLD-DOWN DEVICE SHALL BE APPROVED BY CURRENT LOS ANGELES CITY RESEARCH REPORT. BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY Roof/Ceiling Dead Load = 15-psf Minimum Total Length of Braced Wall Panels Required Wall Height = 10-ft Along each Braced Wall Line Floor Dead Load = 10-psf (ft) Braced Wall Line Spacing = 25-ft Seismic Design Story Location Braced Wall Line d 6. d Methods GB P, and PCP Method WSP P CategoSOC Length 10 8 4 20 16 5 30 24 7.5 SDC D28 40 32 10 50 40 12.5 (a). Method GB (Gypsum Board) = Y:-in. minimum thickness gypsum board with 1-1/2-in. galvanized roofing nail, or 1-1/4-in. screws, Type W or S. for exterior sheathing, or 5d cooler nail, 0.086-in. diameter, 1-5/8-in. long, 15/64-in head for interior gypsum board. Maximum fastener spacing shall be 7-in. o.c. at panel edges, including top and bottom plates, and along intermediate supports. When method GS panels are applied to only one face of a braced wall panel, the minimum total length in the table shall be doubled. (b). Method PCP (Portland Cement Plaster) = 7/8-in. minimum thickness Portland cement plaster with 1-1/2-in., 11-gage, 7/16-in. head nails at 6-in. spacing (16-in stud spacing required). %-in. minimum gypsum wallboard shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5. (c). Method WSP (Wood Structural Panel)=15/32-in. minimum thickness wood structural panel with 8d common (2-1/2-in x 0.131-in.) nails at 6-In. spacing along panel edges, 12-in. spacing at intermediate supports, and 3/8-in. distance to panel edge. K-in. minimum thickness gypsum wall board shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5. (d). Method GB and PCP braced wall panel height to width ratio (h/w) shall not exceed 1:1. (e). Multiply required braced wall panel lengths specified in the table by 1.2 when combined Roof Ceiling Dead load is between 15 psf and 25 psf. As a covered entity under Title II of the Americans With Disabilities Act the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 9 Table 7 ALLOWABLE SPANS FOR DF #2 HEADERS FOR EXTERIOR BEARING WALLS Max. Roof/Ceiling Dead Load: 20 psf Max Live Load 20 osf T-R602.7 1 1 23 12-ft 24-ft 36-k Building Building Building SIZE Width N J Width N J Width NJ 6-ft 12-ft 18-ft Tributary Tributary Tributary Width Width Width 2-2x6 6'- 0" 1 4'- 7" 1 T- 10" 1 2-2x8 1 T- 7" 1 1 5'- 9" 1 4'- 10" 2 2-200 9'-0" 1 6'- 10" 2 5'- 9" 2 2-2xl2 10'- 7" 2 8'- 1" 2 6'- 10" 2 3-2x8 9'- 5" 1 7'- 3" 1 6'- 1" 1 3-200 1 l'- 3" 1 8'- 7" 1 T-3" 2 3-2x12 13'- 2" 1 10'-1" 1 2 1 8- 6" 1 2 1. Building width is perpendicular to ridge measured to exterior walls 2. NJ- Number of Jack Studs required to support each end of a header 3. Tributary width is the effective length that the member supports Table 9 ALLOWABLE SPANS FOR DF #2 FLOOR JOISTS (OF -LARCH) (T-R502.3.1(2)) Light Dead Load: 10 psf Live Load: 40 psf UA = 360 JOIST SPACING ALLOWABLE SIZE SPAN 24" 8'-3" 2x6 16" 9'-9" 12" 10'-9" 24" 10'-5" 2x8 16" 12'9" 12" 14'-2" 24" 12' 9" 2x10 16" 15-7" 12" 18' 0" 24" 14'-9" 2x12 16" 18'-1" 12" 20'-11" P/BC 2023-004 Table 8 ALLOWABLE SPANS FOR DF #2 HEADERS FOR INTERIOR BEARING WALLS Max. Roof/Ceiling Dead Load: 20 psf Max Live Load 20 psf T-R602.7 2 1. Z3 12-ft 24-k 36-ft Building Building Building SIZE Width N J Width N J Width NJ 6-ft 12-ft 18-ft Tributary Tributary Tributary Width Width Width 2-2x6 6'- 1" 1 4'-4" 1 T- 6" 1 2-2x8 T- 9" 1 1 5'- 5" 1 1 4'-5- 2 2-200 9'- 2" 1 6'- 6" 2 5'- 5" 2 2-2xl2 10'- 9" 1 7'-7- 2 6-3- 2 3-2x8 W- 8" 1 6'-10" 1 5'- 7" 1 3-2x10 11'- 5" 1 8--1" 1 6'-7" 2 3-2xl2 13'-6- 1 9'-6" 2 7-9" 2 Table 10 ALLOWABLE SPANS FOR DF #2 FLOOR GIRDERS SUPPORTING ONE FLOOR ONLY (T-R602.7(2)) Max. Floor Dead Load: 15 pSf 1 2 SIZE 12-ft Building Width 24-ft Building Width 36-ft Building Width 6-ft Tributary Width 12-ft Tributary Width 18-ft Tributary Width 2-2x6 6'- 1" 4'- 4" T- 6" 2-2x8 T- 9" 5% 5" 4'- 5" 2-2x10 9'- 2" 6% 6" 5'- 3" 2-2xl2 to,- 9" T- 7" 6'- 3" 3-2x8 9'- 8" 61- 10" 5'- 7" 3-2x10 11'- 5" 81- 1" 6'- 7" 3-2xl2 13'- 6" 9% 6" 7-9" 3 1. Building width is perpendicular to ridge measured to exterior walls 2. Minimum 4x post 3. Minimum 46 post for 36' building width and 3-202 member. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 9 SEISMIC STRAPS: TWO MIN. REFER TO IB PIPC 2017-003 FOR REQUIREMENTS T&P VALVE PIPED TO EXTERIOR 3/4" MIN, PIPE. NO THREADS ALLOWED IN BOTTOM PIPING 4" ? l GARAGE FLOOR NOTE: NO GAS -FIRED WATER HEATER ALLOWED IN BEDROOMS. BATHROOMS, CLOTHES CLOSETS, OR ANY SPACE OPENING INTO A BEDROOM OR BATHROOM. WATER HEATERS WATER 20" CLEAR 30' CLEAR rr OPENABLE AREA OPENABLE AREA N MIN. SIZE WINDOW MIN. SIZE WINDOW FOR 20"CLEAR WIDTH AND FOR 24" CLEAR HEIGHT AND 5.0 5.OS.F.OPENABLE AREA S,F OPENABLE AREA FLOOR LEVEL 1.20" MIN. CLEAR WIDTH 2.24" MIN. CLEAR HEIGHT 3.5.0 SF MIN. OPENABLE AREA AT GRADE -FLOOR ONLY, 5.7 SF MIN. ELSEWHERE. EMERGENCY ESCAPE/ RESCUE OPENING (R310) a ,a I e a III I I 1:1 1'-6" MIN. TRENCHES AT FOOTINGS P/BC 2023-004 0 PER. M f RECOMMENDATION 24" MIN. ao LISTED CAP v 0 0 IY F OLL ROOF SLOPE: FLAT TO 6:12 SEE LA MECHANICAL CODE SEC. 802.6 FOR ROOF SLOPE STEEPER THAN 6:12 THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM ALLOWED FOR 5.0 SF SINGLE CASEMENT: 2.4 X 4-0. SLIDER: DOUBLE CASEMENT: 4-B X 4.0 5-0%3.6 CASEMENT( FOXED COMBO: 7-0 X 4-0 SINGLET DOUBLE HUNG. 6-0 X 3-0 OTHER WINDOW TYPES. 30 X 5-0. 3-0 %54i .3> X M. SLIDER? FIXED COMBO: AWNING 8BAY W!FIXED CENTER 3.8X5-0. 4-0X5-0 lf0X4-0 NONE W!O MANDATA SINGLET FIXED COMBO: NONE W!O IN X4.0 MANUF. DATA 12.0 X 3-0 NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BY WINDOW MANUFACTURERS. HOWEVER, THESE ARE GENERAL DIMENSIONS AND MUST BE VERIFIED WITH ACTUAL WINDOWS INSTALLED TO MEET MINIMUM EGRESS REQUIREMENTS. GIRDER (R317.1 I R602.6) V2' MIN. CLEAR ON TOPS, SIDES AND ENDS CONC. FOUND. WALL FLOOR GIRDER r P.T. SILL 3" MIN. BEARING As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to Its programs, services and activities. Page 8 of 9 AAME //Ved J . r �� � A CE 2'11JILDERS INC core niercial* multifamily III r-eside nt i a i N • N •.A ✓ %" ■ ■ v . -,THIS DESIGN AND DRAWINGS, ARE HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 WFPP SHEETS Project number j 0001 Date 02-13-2025 Drawn by AC Builders Checked by 02-S-03 CITY OF SANTA ANA gency 0) It California Y N!A RESPON.PARTY PARTY CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) 301 .1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code. but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101,1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. 1n mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. DIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT IX L 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. X o 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) ❑ EX 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. ❑ EX 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case -by -case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Y N/AI RESPON. PARTY 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. X 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on -site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11 B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code. Chapter 11A. to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11 B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 13he minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11 B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in Y NIA RESPON. installed in close proximity to the location or the proposed location of the EV space at the time of original PARTY I construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). X, 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 23here is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE iX 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre -rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2. Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations). Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE m (gp ) Product Class 1 (<_ 5.0 ozf) 1.00 Product Class 2 (> 5.0 ozf and <_ 8.0 ozf) 1.20 Product Class 3 (> 8.0 ozf) 1.28 Title 20 Section 1605.3 (h)(4)(A): Commercial prennse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces -force (ozf)[113 grams-force(gf)] X 4.303.2 Submeters for multifamily buildings and dwelling units in mixed -used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. ❑ 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC 0.5 GPM @ 60 PSI USE AREAS KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAUFLUSH Y "� Y = YES NIA = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) VIA RESPON. PARTY 4.304 OUTDOOR WATER USE IX 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: am X ®FN 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2. 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5. Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.htm] may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood 1-joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. �VE ii o r1.1 k Am ALDERS INC co mercial* multifamily * r-esidentiat ■ V 1 %.4 ✓ L `. ■ ■ v . a"HT IGN AND DRAWINGS, ARE PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 9 GREEN CODE Project number 0001 Date 02-13-2025 Drawn by AC Builders Checked by 03-G-01 ANCE DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS. THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT. INCLUDING VERIFICATION WITH THE FULL CODE. CITY OF SANTA ANA gency 1 RESPON. PARTY California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2(January 2023) Y NIA RESPON. PARTY MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O'/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds. of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36. and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. X1 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to. the following: 1. Manufacturer's product specification. 2. Field verification of on -site product containers. TABLE 4.504.1 -ADHESIVE VOC LIMIT:: (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT 50 50 INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER. THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 300 NONMEMBRANE ROOF ROADWAY 250 450 SINGLE -PLY ROOF MEMBRANE OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK OTHER 760 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS.:, GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 150 NONFLAT-HIGH GLOSS COATINGS SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS BOND BREAKERS 350 350 CONCRETE CURING COMPOUNDS 350 100 CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS 50 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS FORM -RELEASE COMPOUNDS 100 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 250 RUST PREVENTATIVE COATINGS SHELLACS CLEAR 730 OPAQUE SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 550 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING. INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. Y IN/AI RESPON. PARTY TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION. SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). x DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health. "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2. January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood. particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121. CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, AC 1302.2 R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. RESPON. PARTY Y = YES NIA = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER. CONTRACTOR, INSPECTOR ETC.) CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS Xi o 1 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. W UILDERS INC co mercial* multifamily * r-esidentiat IGN AND DRAWINGS, ARE a"HT PROTECTED AND ARE TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. CONSULTANTS OWNER Juan Silva 949-232-3265 CONTACT PERSON Jose Zambrano 1117 SANTA FIE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE: 562 522 3549 EMAIL: info@jchomebuilders.net T-24 No. Description Date APPROVAL STAMP Convert 360 ft2 garage + 150 ft2 Add for a total of 510 ft2 A D U 909 S Pacific Ave, Santa Ana, CA 92703 GREEN CODE Project number 0001 Date 02-13-2025 Drawn by AC Builders Checked by 03-G-02 ANCE ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS ARE THE PROPERTY AND COPYRIGHT OF THE ARCHITECT AND NEITHER SHALL BE USED ON ANY OTHER WORK NOR BE DISCLOSED TO ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. OFFICE OF ADVANTECH ENGINEERING INC, AND/OR IT'S PRINCIPALS AND EMPLOYEES ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR PROBLEMS THAT MAY OCCUR WHEN THESE PLANS, DRAWINGS, SPECIFICATIONS, AND/OR DESIGNS ARE FOLLOWED WITHOUT PROFESSIONALS GUIDANCE. Advantech Engineering Inc. 1133 N Siesta Ave, La Puente, CA, 91746 Tel: (626) 501-2709 Scale: Date: Project Number: Project Name: As Shown Revision History Log Sheet Title: Sheet Number: 11 / 1 / 2 0 2 4 1 0 : 3 3 : 3 7 P M 11/1/2024 10:33:37 PM T-1 Title 24 Report Silva ADU 2342 909 S Pacific Ave. #2, Santa Ana, CA, 92703 ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS ARE THE PROPERTY AND COPYRIGHT OF THE ARCHITECT AND NEITHER SHALL BE USED ON ANY OTHER WORK NOR BE DISCLOSED TO ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. OFFICE OF ADVANTECH ENGINEERING INC, AND/OR IT'S PRINCIPALS AND EMPLOYEES ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR PROBLEMS THAT MAY OCCUR WHEN THESE PLANS, DRAWINGS, SPECIFICATIONS, AND/OR DESIGNS ARE FOLLOWED WITHOUT PROFESSIONALS GUIDANCE. Advantech Engineering Inc. 1133 N Siesta Ave, La Puente, CA, 91746 Tel: (626) 501-2709 Scale: Date: Project Number: Project Name: As Shown Revision History Log Sheet Title: Sheet Number: 11 / 1 / 2 0 2 4 1 0 : 3 3 : 5 7 P M 11/1/2024 10:33:57 PM T-2 Title 24 Report Silva ADU 2342 909 S Pacific Ave. #2, Santa Ana, CA, 92703 ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS ARE THE PROPERTY AND COPYRIGHT OF THE ARCHITECT AND NEITHER SHALL BE USED ON ANY OTHER WORK NOR BE DISCLOSED TO ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. OFFICE OF ADVANTECH ENGINEERING INC, AND/OR IT'S PRINCIPALS AND EMPLOYEES ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR PROBLEMS THAT MAY OCCUR WHEN THESE PLANS, DRAWINGS, SPECIFICATIONS, AND/OR DESIGNS ARE FOLLOWED WITHOUT PROFESSIONALS GUIDANCE. Advantech Engineering Inc. 1133 N Siesta Ave, La Puente, CA, 91746 Tel: (626) 501-2709 Scale: Date: Project Number: Project Name: As Shown Revision History Log Sheet Title: Sheet Number: 11 / 1 / 2 0 2 4 1 0 : 3 4 : 1 4 P M 11/1/2024 10:34:14 PM T-3 Title 24 Report Silva ADU 2342 909 S Pacific Ave. #2, Santa Ana, CA, 92703 ELECTRICAL NOTES per 2019 California Electrical Code A. PANEL LOCATIONS B. NON-METTALIC SHEATED CABLE (CEC 334) C. CIRCUITS AND RECEPTACLES D. LIGHTING (CEC 210.70) E. FANS F. SMOKE ALARMS LIGHTING NOTES: NOTES: BATHROOM EXCHAUST FANS SEC.4.506.4 MECHANICAL EXCHAUST FANS WHICH EXCHAUST DIRECTLY FROM BATHROOM SHALL BE ENERGY STAR COMPLIANT, DUCTED TO TERMINATE OUTSIDE LATION SYSTEM. COVERS WHICH CLOSE WHEN THE FAN IS OFF THAT HAVE A MIN. INSULATION VALUE OF R-4.2 THE BUILDING, AND CONTROLLED BY A READILY ACCESSIBLE HUMIDSTAT OR A WHOLE HOUSE VENTIL WHOLE HOUSE EXCHAUST FANS SEC.4.507.1 WHOLE HOUSE FANS SHALL HAVE INSULATED LOUVERS OR HEATING AND AIR CONDITIONING DESIGN SEC.4.507.2 SYSTEM SHALL BE SIZED,DESIGNED AND SPECIFIED ACCORDING TO ACCA,ASHRAE,OR EQUIVALENT DESIGN SOFTWARE OR METHODS. 1. ALL (E) DIMENSIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL (E) DIMEN SIONS IN FIELD. 5. LOCATION OF SMOKE DETECTORS (310.9.1) IN EACH SLEEPING AREA SHALL BE CENTRALLY LOCATED IN CORRIDOR (OR AREA) LEADING TO SLEEPING AREAS. SMOKE DETECTOR SHALL SOUND AN ALARM IN ALL SLEEPING AREAS. 2. ALL EXTERIOR WINDOWS SHALL UTILIZE MULTIPLE GLAZED PANELS CONSISTING OF NOT LESS THAN DUAL PANE GLAZING. 3. WINDOWS FOR EMERGENCY EGRESS OR RESCUE, SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A CLEAR OPENING OF 5.7 SQ.FT. MINIMUM. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20" AND 24" MINIMUM IN HEIGHT.SILL FINISHED HEIGHT NOT MORE THAN 44" ABOVE FINISHED FLOOR LEVEL. 6. ALL GENERAL LIGHT AT KITCHEN AND BATH SHALL BE FLUORESCENT TYPE AND SHALL HAVE AN EF FICIENT OF NO LESS THAN 40 LUMENS PER WATT. 2. SHOWERS AND TUB-SHOWERS COMBINATION SHALL BE PROVIDED WITH SEPERATE CONTROL VALVES FOR PRESSURE BALANCE.THE THERMO STATIC MIXING VALVE SHALL BE TYPE U.P.C. 420. 3. PLUMBING FIXTURES WITH THE FOLLOWING MAXIMUM WATER USAGE'S SHALL BE INSTALLED IN THE ADDITION,WHERE APPLICABLE,AND IN EXISTING BATHS WASHROOMS, KITCHENS, LAUNDRY,ETC,,, a) WATER SAVING SHOWERHEADS SHALL HAVE A MAXIMUM FLOW OF 1.8 GAL PER MIN. AT 80 PSI. (CPC 408.2) b) WATER SAVING SINK AND LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW OF 1.5 GALLONS PER MIN.AT 60 PSI. c) WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. d) KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. WARM AIR FURNACES ARE PROHIBITED IN BED ROOMS OR BATHROOMS UNLESS THEY ARE PROTECT VENT HEATER. 12. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED.91.2406.4: A.INGRESS AND EGRESS DOORS B.PANELS IN SLIDING OR SWINGING DOORS C.DOORS AND ENCLOSURE FOR HOT TUB, BATH TUB SHOWERS (ALSO GLAZING IN WALL ENCLO SING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) D.IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE. E.IN WALL ENCLOSING STAIRWAY LANDING F.GUARDS AND HANDRAILS. 8. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLD WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3) 9. VEHICULAR ACCESS DOORS SHALL COMPLY WITH SECTION (R612.4). 11. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT,PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 12 PROVIDE ANTI GRAFFITI FINISH WITHIN THE FIRST 9 FEET ,MEASURED FROM THE GRADE,AT EXTERIOR WALLS AND DOORS EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGE LES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED (6306). 3. SHOWER AND TUB ENCLOSURES SHALL BE TEM PERED (CBC 2406.4) WINDOWS AT SHOWERS AND TUBS SHALL BE TEMPERED. USE WATERPROOF 70" HIGH SHOWER WALL WITH HIGH ABSORBENT FINISH (CBC 80.1.3)FLOORS AND WALLS IN WATER CLOSET COMPARTMENTS AND SHOWERS SHALL COMPLY WITH SECTION 807.1.1 THROUGH 807. 1.4 AND 807.2. A. FIXED AND OPERSBLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOORS ASSEMBLIES. B. GLAZING IN A INDIVDUAL FIXED OROPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" INCH ARC OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. D. GLAZING IN RAILINGS. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS. WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING. Panels shall not be located in the vicinity of easily ignitable material, such as clothes, or in bathroom ( CEC 240-24(D) ). 1.Protected by rigid metal conduit,intermediate metal conduit,electrical metallic tubing,schedule 80 PVC Conduit, pipe,or other means when cable is exposed or subject to physical damage. (CEC 334.15(b) ). 2.Protected by a 1/16 inch steel plate or sleeve,or be not less than 1-1/4 inch fromthe nearest edge of the framing member,When installed through framing members. Steel plates or sleeves are required on all double shear walls when cable is installed either through or parrallel to framing members (CEC 334.17 ). 3.Protected by guard strip with 6 feet of attic when no permanent stairs or ladders are provided (CEC 334.23, 320.23). 4.Protected by guard strips in entire attic when permanent stairs or ladders are provided. Access panels or doors from the second floor into the attic are cinsidered permanent access and guard strips are required in the entire attic. 5.Have a bending raduis not less than 5 times the diameter of the cable (CEC 334.24) ). 6.Supported at intervals not exceeding 4 1/2 feet and within 12" of every outlet box,cabinet or fitting (CEC 334.30) . 1.Receptacles shall be installed so that no point along the floor line in any wall space is more than 6ft. from an outlet,including any wall space 2 ft.wide or greater. Note: A fixed panel of a sliding glass door is considered wall space. (CEC 210.52(A) ). 2.In kitchens,breakfast rooms,pantries,and dining rooms a minimum of 2-20A circuits shall be provided (CEC 210.11(c)(1) ). Counter space receptacles shall be GFCI (CEC210.8(A) ). and installed: At each wall counter space that is 12 in or greater (CEC 210.52(C)(1) ); No more than 48 in oc. (CEC 210.52(C)(1); Maximum 24 in from the end of the counter (CEC 210.52(C)(1) ). Maximum 20 in above counter surface (CEC 210.52(C)(5) ). On island counter spaces (one receptacle min.)not more than 12 in below counter surface (CEC 210.52.11(C)(5) EXCEPTION). An island with less than 12'" behind the range top of sink is con sidered as dividing the countertop into two seperate spaces (CEC210.52(C)(2) ). On peninsular counter spaces (one receptacle min.)not more than 12 in below counter surface (CEC 210.52(C)(5) Exception). 3.Bathroom shall have a seperate 20A circuit (CEC210.11(C)(3) with at least one GFCI wall receptacle within 36 in of each basin (CEC 210.8(A)(1); (CEC 210.52(D). 4.Laundry rooms shall have a seperate 20A circuit with at least one receptacle shall be provided (CEC 210.11(C)(2) ).All receptacles within 6 ft. of the sinkshall be GFC I (CEC 210.8.(A)(7) ). 5.In garages,at least one GFCI receptacle shall be provided (CEC210.52.(G) ). All other garage recep tacle except those dedicated to an appliance or that are not accessible shall be GFCI.(CEC 210.8(A)(2). 6.In hallway of 10 ft or more in length at least one receptacle shall be provided ( CEC 210.52(H) ). 7.Outdoor outlets shall be GFCI (CEC 210.8(3) ).One outlet shall be installed at the front of the dwelling and one at the rear of the dwelling.Receptacles shall be accessible at grade level and not more than 6 1/2 ft above grade (CEC 210.52(E) ). 8.All crawl space receptacle shall be GFCI (CEC 210.8(A)(4) ). 9.All unfinished basement receptacles shall be GFCI unless they are not readily accessible or are service a dedicated appliances (CEC 210.8(A)(5) ). 10.All receptacles with 6 ft of a wet bar shall be GFCI (CEC 210.8(A)(7) ). 11. All receptacles on 15A or 20A branch circuits that supply family rooms,dining rooms,living rooms,parlors, libraries,dens,bedrooms,sunrooms,recreation rooms,closets, hallways, or similar rooms,or areas shall beprotected by combination-type Arc-fault Circuit Interrupters (AFCI),including switched outlets(CEC 210.12(B) ). 12.All receptacles serving appliances or motors with a rating of 1 HP or 6 amps shall be on a seperate circuits. 13.For HVAC equipment,a seperate 15A or 20A circuit with an accessible receptacle at the equipment shall be provided within 25 ft of the equipment (CEC 210.63).If located in an under floor area.The receptacle shall be GFCI (CEC 210.8(4) ). 1.Switched lighting shall be installed in: from an outlet,including any wall space 2 ft.wide or greater. Note: A fixed panel of a sliding glass door All habitable rooms, Bathrooms,Hallways,and Stairways at each level. Garages At all outdoor entrances and exits. In all attics, under floor areas,utility rooms,and basement used for storage. Near HVAC equipment in attic,under floor areas,rooms or basements,with a switch at the access point. 2.Lighting installed in a closet shall be a surface mounted or recessed flourescent fixture or a surface mounted incandescent fixture with completely enclosed lamps.surface incandescent lighting shall be installed a minimum of 12 in. from the nearest point of a storage space. Surface fluorescent lighting and recessed lighting shall be installed a minimum of 6 in. from the nearest point of a storage space (CEC 410.8(D). In bathrooms containing tubs or showers,a fan capable of exhausting 50 cfm shall be installed (Energy Standards 150 (0). In new construction,smoke alarms shall recieve their primary power from the building wiring.The wiring shall be permanent and installed without a disconnecting switch other than those required for over current protection (CRC R314.4). 2. BATHROOMS, GARAGES, LAUNDRY ROOMS, OR UTILITY ROOMS MUST HAVE FLUORESCENT OR HIGH EFFICACY LIGHTING,OR AN OCCUPANT SENSOR WITH A MANUAL-ON/OFF FEATURE MAY BE INSTALLED. 3. BEDROOMS,LIVING ROOMS,FAMILY ROOMS,AND OTHER ROOMS USED FOR LIVING AND SLEEPING MUST HAVE FLUORESCENT OR HIGH EFFICACY LIGHTING,OR AN OCCUPANT SENSOR WITH A MANUAL -ON/OFF FEATURE OR DIMMER MAY BE INSTALLED. 4. EXTERIOR LIGHTING MUST BE FLUORESCENT OR HIGH EFFICACY OR AN OCCUPANT SENSOR WITH AN INTEGRAL PHOTO CONTROL MAY BE INSTALLED. 1. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATE SPECIFIED IN SECTION 4.303.1 2. WHEN THE SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, AND/OR OTHER OUTLETS CONTROLLED BU A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE OPERATED AT A TIME. ROOF NOTES: ARCHITECTURAL PLAN NOTES: 1. KITCHEN RANGE HOODS SHALL BE INSTALLED FOR COOKING FACILITIES WITH AN APPROVED FORCED-DRAFT SYSTEM OF VENTILATION VENTED TO THE OUTSIDE OF THE BUILDING. DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF METAL, OR OTHER APPROVED MATERIAL, AND SHALL HAVE SMOOTH INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY SERVE COOKING APPLIANCES. (CMC 504.3; 3:& 150.0 (o) 1G, 2B) KITCHEN NOTES: 4. ELEMENTS SHOWN ON THIS PLAN ARE NEW UNLESS LABELED AS EXISTING "(E)" OR SHOWN ON THE EXISTING FLOOR PLAN. 7. DOORS AND WINDOWS SHALL BE CENTERED ON WALLS AS SHOWN, UNLESS SPECIFICALLY DIMENSIONED. BATHROOM NOTES: 1. BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 4. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTIMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 5. ACCESS TO BATHROOM FIXTURES: WATER CLOSETS SHALL BE SET AT LEAST 15" FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET SHALL BE NOT LESS THAN 24". 9. SHOWER COMPARTMENTS SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQ. IN. AND SHALL BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. 7. SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACORDANCE WITH ASSE 1016 OR ASME A112.18.1/SCA B125.1. (CPC. 408.3) e) INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORADNCE WITH CPC SECTION 609.11.1 ANS SECTION 609.11.2 5. EXTERIOR LANDING OR FLOOR AT EXTERIOR DOORS SHALL BE A MAXIMUM OF 7-3/4" BELOW THE TOP THRESHOLD THE THE DOOR DOES NOT SWING OUT OVER THE LANDING OR FLOOR. IF DOOR SWINGS OUTWARD, A LANDING SHALL BE 1.5" MAXIMUM BELOW THE TOP OF THRESHOLD. LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL NOT LESS THAN 36". LANDINGS SHALL SLOPE AWAY FROM THE DWELLING AT 2% MAXIMUM (SLOPE.11.3) SAFETY GLAZING IS REQUIRED IN THE FOLLOWING LOCATIONS: 6. SHOWER CONTROL - CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDE OF SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE OF THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY (CPC 408.9) 8. SHOWER THRESHOLD SHALL BE NO LESS THAN 2" ABOVE THE SHOWER DRAIN. THE FINISHED FLOOR OF THE RECEPTOR SHALL SLOPE UNIFORMLY FROM THE SIDES TOWARDS THE DRAIN NO LESS THAN1/4"" PER FOOT AND NO MORE THAN 1/2" PER FOOT (CPC408.5) 10. BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FALLOWING. a. ENERGY STAR COMPLIANT b. BE DUCTED TO TERMINATE OUTSIDE THE BUILDING c. BE RATED FOR SOUND AT A MAXIMUM OF 3 ZONE d. SWITCHED SEPARATELY FROM LIGHTING. a. KITCHEN VENTED RANGE HOOD. i HERS VERIFICATION OF AIRFLOW AND SOUND RATING ii MINIMUM AIRFLOW OF 100 CFM iii MAXIMUM ZONE RATING. OF 3.0 C. GLAZING IN AN INDIVUAL FIXED OR OPERABLE PANEL THAT MEET ALL OF THE FOLLOWING CONDITIONS: 1) EXPOSED AREA OF AN INDIVUAL PANE GREATER THAN 9 SQUARE FEET. 2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. A MINIMUM OF 50% OF THE LUMINARIES IN A KITCHEN MUST BE FLUORESCENT OR HIGH EFFICACY. PLUMBING NOTES: 13. EMERGENCY ESCAPE AND RESCUE OPENINGS: BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE BOTTOM OF THE CLEAR OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. WHEN LOCATED AT THE GRADE FLOOR, THE NET CLEAR OPENING SHALL BE AT LEAST 5 SQ. FT. ELSEWHERE, THE NET CLEAR OPENING SHALL BE AT LEAST 5.7 SQ. FT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES AS DESCRIBED ABOVE. SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. SECURITY BARS (BURGLAR BARS) SHALL COMPLY WITH CALIFORNIA REFERENCED STANDARDS CODE (TITLE 24, PART 12) CHAPTER 12-3. 14. WINDOW SILLS, FALL PROTECTION: WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OTHERWISE, OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE, OR A CODE-COMPLIANT FALL PREVENTION OR OPENING LIMITING DEVICE SHALL BE PROVIDED. 15. ATTIC ACCESS: AN ATTIC ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. 30" MINIMUM HEADROOM IS REQUIRED ABOVE THE ACCESS OPENING. THE ROUGH-FRAMED OPENING SHALL BE AT LEAST 22" x 30". WHEN EQUIPMENT IS LOCATED IN THE ATTIC, THE ACCESS OPENING SHALL BE AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE EQUIPMENT. 16. WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS AND CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. (CRC R314.2.2 & R315.2.1) SMOKE ALARMS SHALL BE PROVIDED IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN THE IMMEDIATE VICINITY AND ON EVERY LEVEL. (CRC R314.3) CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE EACH BEDROOM IN THE IMMEDIATE VICINITY AND ON EVERY LEVEL. (CRC R315.3) ALL SMOKE DETECTORS 10 YEARS OR OLDER SHALL BE REPLACED. 1. RECESSED DOWNLIGHT LUMINAIRES IN CEILING . IN ADDITION TO COMPLYING WITH 150.0 (k) LUMINAIRIES RECESSED INTO CEILINGS SHALL MEET ALL OF OF THE FALLIWING REQUIREMENTS. a.BE LISTED, AS DEFINED IN SECTION 100.0, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY: AND b.HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SAHALL NOT BE REQUIERD TO BE CERTIFIED AIRTIGHT: AND c. BE SEALED WITH A GASKET OR KAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK: AND d. SHALL NOT CONTAIN SCREW BASE SOCKETS. 6. THE MINIMUM WIDTH OF HALLWAYS SHALL BE AT LEAST 3 FT. 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. 2. GLAZING IN A FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION, AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 3. GLAZING IN A FIXED OR OPERABLE PANEL MEETING ALL OF THE FOLLOWING CONDITIONS: THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ. FT.; AND THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR; AND THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR; AND A WALKING SURFACE IS WITHIN 36" OF THE GLAZING. 4. ALL GLAZING IN RAILINGS. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" OF THE WATER'S EDGE. 9. SAFETY GLAZING SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION OR LABEL AS REQUIRED BY THE CODE. 10. SAFETY GLAZING REQUIRED TO BE PERMANENTLY MARKED (ETCHED) AS REQUIRED BY CRC R.308.1. 8. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. 7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING COMFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4). 1. ROOF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. FLASHINGS SHALL BE INSTALLED IN A MANNER THAT PREVENTS M0ISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH M0ISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. 2. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE PROVIDED BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL BE SCREENED WITH A CORROSION-RESISTANT MESH HAVING 1/16" - 1/8" OPENINGS. 3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 /150 OF THE AREA OF THE SPACE VENTILATED. REDUCTION TO 1/300 IS PERMITTED IF BETWEEN 50% AND 80% OF THE VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE, AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS. AS BARRIER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" SPACE SHALL BE PROVIDED BETWEEN ll-lE INSULATION AND THE ROOFSHEATHING AND AT THE LOCATION OF THE VENT. 4. AN ALTERNATIVE, THE NET FREE CROSS-VENTILATING AREA MAY BE REDUCED TO 1/300 WHEN A CLASS I OR II VAPOR * KITCHEN MIN. 50% LUMINARIES TO BE HIGH EFFICACY ON SEPARATE SWITCH. * BATHROOMS & LAUNDRY ROOM ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR. * OTHER ROOMS ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR OR DIMMER. CLOSETS THAT ARE LESS THAN 70 SQ ARE EXEMPT FROM THIS REQUIREMENT.* OUTDOOR LIGHTING ALL LUMINARIES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES OR SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION.* OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 30 MINUTE MAXIMUM TIMER AND BE MICROWAVE/ULTRASONIC OR PASSIVE INFRA-RED TYPE OCCUPANCY SENSOR LAYOUT MUST BE SHOWN ON PLANS. * HIGH EFFICACY LUMINARIES MUST BE PIN BASED. * RECEPTACLES IN ALL ROOMS SHALL BE AFCI PROTECTED. ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE PER CEC 406.11. * RECESSED LIGHT FIXTURES INSTALLED IN A RATED CEILING SHALL BE RATED(IC), (AT) AIR TIGHT, AND GASKETED OR CAULKED BETWEEN THE HOUSING AND CEILING. Project number Date Drawn by Checked by THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF J&C BUILDERS INC, THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF J&C BUILDERS INC. APPROVAL STAMP OWNER CONTACT PERSON Jose Zambrano 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE:562 522 3549 EMAIL:info@jchomebuilders.net DESIGNER J&C BUILDERS INC 1117 SANTA FE AVE. #100 LONG BEACH CA 90813 MOBILE:562 522 3549 EMAIL:info@jchomebuilders.net T-24 CONSULTANTS J&C Builders 05-E-01 GENERAL NOTES 0001 909 S Pacific Ave, Santa Ana, CA 92703 02-13-2025 Convert 360 ft² garage +150 ft² Add for a total of 510 ft² ADU Juan Silva 949-232-3265 No.Description Date SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall August 15, 2024 Also sent via email to: info@jchomebuilders.net Moises Ubaldo Silva Juan Isidro Silva 909 S Pacific Aveniue Santa Ana, CA. 92706 Subject: Address Assignment for a new Accessory Dwelling Unit located at 909 South Pacific Avenue and (APN: 109-062-03) in Santa Ana, CA Dear Moises and Juan, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for new Accessory Dwelling Unit located at 909 South Pacific Avenue and (APN: 109-062-03). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted 909 S To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Address Letter for 909 S Pacific Avenue Page 2 of 2 Exhibit A – Address Plan c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Principal Sergio Verino, Code Enforcement Principal PR O P E R T Y L I N E 9 5 ' PROPERTY LINE 65' 2% MIN SLOPE S PACIFIC AVE EX. SINGLE-FAMILY RESIDENTIAL (NO SPRINKLERS) EX 360 SQ.FT. GARAGE 3' - 0"18' - 0"44' - 0" 34' - 0"5' - 0" 20 ' - 0 " 5' - 0 " EX. CONCRETE PR O P E R T Y L I N E 9 5 ' PROPERTY LINE 65' EX. DRIVEWAY EX. LANDSCAPE EX. LANDSCAPE 2% MIN SLOPE N 1' - 0" EX. W A L K W A Y 4' - 0" EX. LANDSCAPE PR O P E R T Y L I N E 9 5 ' PROPERTY LINE 65' 2% MIN SLOPE S PACIFIC AVE 3' - 0"18' - 0"44' - 0" 3' - 0"18' - 0"5' - 0"34' - 0"5' - 0" 61 ' - 8 " 8' - 4 " 20 ' - 0 " 5' - 0 " EX. CONCRETE PR O P E R T Y L I N E 9 5 ' PROPERTY LINE 65' 3' - 0"18' - 0"5' - 0" EX. DRIVEWAY EX. LANDSCAPE EX. LANDSCAPE 2% MIN SLOPE N 1' - 0" 1' - 0" EX. W A L K W A Y 4' - 0" EX. LANDSCAPE Wa l k w a y f o r A D U 4' - 0" 4' - 0" Walkway for ADU Walkway for ADU 4' - 0" Wa l k w a y f o r A D U GENERAL NOTES1.CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD CONDITIONSBEFORE COMMENCING WITH THE WORK INVOLVED. ANY DISCREPANCIES FOUND SHALLBE REPORTED TO THE OWNER IN WRITING FOR CORRECTIONS OR CLARIFICATION.2.PROVIDE SHORING AT ALL TIMES WHEN ALTERING VERTICAL MEMBERS. CONTRACTORSHALL VERIFY ACTUAL CONDITIONS AND REPORT IN WRITING TO THE ARCHITECT FORRESOLUTION PRIOR TO PROCEEDING WITH THE WORK.3.THE AREA OF GLASS IN WINDOWS LIMITED TO 20% OF THE FLOOR ADDITION PLUS THEAREA OF ANY GLASS THAT WAS ELIMINATED IN THE ORIGINAL RESIDENCE WALL AREAWHERE THE NEW ADDITION IS ATTACHED. ALL NEW WINDOWS SHALL BE DUAL-GLAZED.4.ALL WINDOWS ARE TO BE WEATHER STRIPPED.5.SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPINGROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM (CBC 310.9.1-4).6.ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR ASREQUIRED FOR FORCED AIR UNIT.7.UTILITY LINES AND ACCESSORIES FOUND AT THE SITE THAT INTERFERE WITH THE NEWCONSTRUCTION SHALL BE RELOCATED AS NECESSARY. THE CONTRACTOR SHALLOBTAIN ANY BUILDING PERMIT REQUIRED.8.ALL WOOD IN CONTACT WITH CONCRETE AND FOUNDATION SILLS SHALL BE PRESSURETREATED.9.PROVIDE CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICHWILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 4"MINIMUM HEIGHT ABOVE GRADE.10.WALLS CONTAINING 3" OR 4" DIAMETER DRAIN/WASTE/VENT PIPING SHALL BE SIZED TOALLOW CUTTING/NOTCHING/BORING (2 X 6 MIN.).11.CAULK/SEAL ALL PENETRATIONS TO TOP AND BOTTOM PLATES.12.CAULK/SEAL ALL EXTERIOR BOTTOM PLATES.13.INSULATION : WALLS R-15 / CEILING R-30 / FLOOR R-1914.ALL EXTERIOR FINISH MATERIAL TO MATCH EXISTING IN TYPE AND COLOR.15.ALL NEW ELECTRICAL WIRING SHALL BE COPPER.16.PROVIDE SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER ASFOLLOWS : SCRATCH COAT, BROWN COAT , COLOR COAT [ STAPLES ARE NOTPERMITTED FOR ATTACHING WIRE ].17.BUILDING PAPER TO BE USED # 60 FOR STUCCO THAT DOES NOT HAVE PLYWOODBACKING.18.DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE.19.DISTANCE FROM FACE OF THE FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACKPLUS WALL FINISH THICKNESS (MINIMUM).20.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NOSOLID WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES ORBY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THESTREET, GUTTER OR STORM DRAIN SYSTEM.21.THE INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATEOF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATESHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THEAPPROPRIATE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24AND SHALL SPECIFY THE MANUFACTORE'S NAME AND MATERIAL IDENTIFICATION, THEINSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUMINSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURE'SLABELED DENSITY FOR THE DESIRED R-VALUE.22.ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK U.N.O., (SEE PLAN FOR SIZE). ATDOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR.23.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR W/ TEMP. GL. 24.CONTRACTOR SHALL VERIFY WITH WINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET, GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 FT. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE FLOOR (C.R.C. R310.1). WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER. 25.DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MIN. SHEET METAL AND SHALL HAVE NO OPENING INTO GARAGE-PER SEC R302.5.2 26.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND AN OBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES.PULL BOXES,TRANSFORMERS, VAULTS,PUMPS,VALVES,METERS,APPURTENANCE ETC,) OR THE LOCATION OF THE HOOK UPS. 27.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHEATHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES 28.AN APPROVED SEISMIC GAS SHUT OFF 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.(PER ORDINANCE170.156) (INCLUDES COMMERCIAL ADDITIONS AND IT WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. 29.PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 30.WATER HEATER MUST BE STRAPPED TO WALL (SEC.5013 LAPC) 31.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDEDFOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS,REPAIRS,OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) (R314.6.2) 32.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R3151.CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITS FOR WHICH THE PERMIT WAS OBTAINED (R315 .2). 33.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMUNATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM, AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) GENERAL REQUIREMENTS 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC,CRC,CMC,CPC, AND CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND HIS JURISDICTION. 2.SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL,ELECTRICAL, LUMBING, SHORING, GRADING, AND DEMOLITION. 3.ALL PROPERTY LINES,EASEMENTS,AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS SITE PLAN. 4.A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE INTALLED PRIOR TO EXCAVATION AND OR F FOUNDATION TRENCHING.(BMC 9-1-13302.3). 5.WATER SHALL BE PROVIDED ON THE SITE AND USES TO CONTROL DUST. 6.TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305) 7.THE FINISH GRADE SHALL SLOPE A MIN. OF 5%,OR 6",TO A POINT 10 FEETFROM BUILDING FOUNDATION,OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3) 8.THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER A MINIMUM 12" OR PLUS 2 % (CRC R403.1.7.3) FIRE PROTECTION 1.AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEOING ROOM, AND EACH STORY AND BASEMENT FOR DWELLING WITH MORE THAN ONE STORY,SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF A ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL (R314). 2.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS.WITHIN WHICH FEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES,CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENT (R315) SCOPE OF WORK•EX. 360 SQ.FT. GARAGE + 150 SQ.FT. ADDITION TO BENEW ADU WITH 1 BEDROOM, 1 BATHROOM,KITCHEN/DINING, LIVING AND LAUDNRY. TOTAL OF510 SQ.FT.ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES•2022 CALIFORNIA RESIDENTIAL CODE•2022 CALIFORNIA ELECTRICAL CODEINTERNATIONAL CODE COUNCIL•2022 CALIFORNIA BUILDING CODE (C.B.C.)•2022 CALIFORNIA BUILDING ENERGY STANDARDS•2022 CALIFORNIA RESIDENTIAL CODE (C.R.C.)•2023 LA FIRE CODE (LAFC)•2022 CALIFORNIA MECHANICAL CODE•2022 CALIFORNIA PLUMBING CODE•CITY MUNICIPAL CODERESIDENTIAL GENERAL REQUIREMENTS CHECK LIST1.CONCRETE STRENGHT: 2,500 p.s.i. PER 2022 CRC R404,1,2,3,1, @ 28 DAYS. USE TYPEII OR V CEMENT. SPECIAL INSPECTION IS NOT REQ'D.2.STEEL REINFORCEMENT: GRADE 60, DEFORMED. PER CRC R404.1.2.3.7.13.ANCHOR BOLTS: A-307.4.LUMBER: USE DOUGLAS FIR, LARCH No. 2 OR BETTER UNLESS OTHERWISENOCOTED ON FRAMING PLANS.5.USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC.2501.4.6.ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCALAMENDMENTS.RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST1.THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION ANDGRADING PLANS AND REPRESENT THE MINIMUM STANDARDS OF HOUSEKEEPINGWHICH MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITESREGARDLESS OFSIZE.2.ERODED SEDIMENTS AND OTHE POLLUTANTSMUST BE RETAINED ON SITE AND MAYNOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS,NATURAL DRAINAGE OR WIND.3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BERETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND.4.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED INACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL ANDSURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO PROTECTEDFROM THE WEATHER. SPILLS MUST BE CLAENED UP IMMEDIATELY AND DISPOSEDOF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGESYSTEM.5.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO HE PUBLIC WAY OR ANYOTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIAN CONCRETEWASTES ON SITE UNTIL THEY CAN BE DIPOSED OF AS SOLID WASTE6.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO ACOVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER ANDDISPERSAL BY WIND.7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BYVEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BESTABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THEPUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY ANDMAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.8.ANY SLOPES WITH DISTURBED SOILSOR DENUDED OF VEGITATION MUST BESTABILIZED SO AS TO INHIBIT EROSIOP EROSION BY WIND AND WATER.9.AS PER AMC SEC. 18.38.015 ADU LESS THAN 800 SF DO NOT GET INCLUDED IN THELOT COVERAGE CALCULATIO. THE LOT COVERAGE SHALL BE LIMITED TO MAINHOME AND ADDITION.Property InformationAssessment No.109-062-03Lot Number139Legal Start Date2/21/1955Lot TypeLotDoc. No.MM 68/40-43Area sqft6181Property Boundary DescriptionN-TRACT:2325LOT:139Building DescriptionSquare Footage:1,134Bedrooms / Bathrooms3 / 2Units1PROPERTY INFORMATION VICINITY MAPLot Area6,181sq.ft.Existing Construction1,134sq.ft.Existing Garage to be converted360sq.ft.Existing Storage to be conv.150sq.ft.Total SFD and ADU1,644sq.ft.Ratio26.59%SQUARE FOOTAGEINDEXPLANDESCRIPTION- -A1 SITE PLAN & PROJECT INFOA1.1 EXISTING HOUSE FLOOR PLANSA2 EXISTING & PROPOSED FLOOR/ROOF PLANSA3 PROPOSED UTILITY PLANS & UTILITY NOTESA4 ELEVATIONS & SECTIONSA5 FOUNDATION & FRAMING PLANA6 FOUNDATION & FRAMING DETAILSA7 WFPP SHEETSA8 GENERAL NOTESG1 GREEN CODEG2 GREEN CODET-1 TITLE 24 REPORTT-2 TITLE 24 REPORTT-3 TITLE 24 REPORT Project number Date Drawn by Checked by THIS DESIGN AND DRAWINGS, ARECOPYRIGHT PROTECTED AND ARETHE EXCLUSIVE PROPERTY OF J&C BUILDERS INC,THEY SHALL BENO USED, MODIFIED DUPLICATED INWHOLE OR IN ANY MANNER, NORASSIGNED TO A THIRD PARTY WITHOUTTHE WRITTEN AUTHORIZATIONOFJ&C BUILDERS INC. APPROVAL STAMP OWNERCONTACT PERSONJose Zambrano1117 SANTA FE AVE. #100LONG BEACH CA 90813MOBILE:562 522 3549EMAIL:info@jchomebuilders.netDESIGNERJ&C BUILDERS INC1117 SANTA FE AVE. #100LONG BEACH CA 90813MOBILE:562 522 3549EMAIL:info@jchomebuilders.netT-24 CONSULTANTS A1 SITE PLAN & PROJECT INFO 0001 909 S Pacific Ave, Santa Ana, CA 92703 11-30-2023 Lucas - EX. 360 ft² GARAGE + 150 ft² ADD. TO BE NEW ADU Juan Silva949-232-3265 No.Description Date 1/8" = 1'-0" Existing Site Plan1 EXHIBIT A-ADDRESS PLAN2 (E) 909 S PACIFIC AVE (N) 909 S PACIFIC AVE UNIT 2 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information New Single Family Residence/Duplex Addition/Remodel ADU Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1. New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-610 8 SFR 4 2 SANTA ANA 92703909 S PACIFIC AVE ADU GARAGE CONVERSION AND 150SQFT ADDITION 360 150 460 1 0 4 4 4 4 4 4 4 4 4 4 JOSE ZAMBRANO 5623359061 INFO@JCHOMEBUILDERS.NET 12/10/24 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: OCFA COMMENTS: No further action required on this specific plan type, based on information provided on: ____/______/______. Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 08/30/2021 CITY OF SANTA ANA Inning and Building Aqen SpHTA 4 c ' r Z S�H00�� Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District Ap FOR PERMSURNCE Date: Name (First, \11, I.ast) Telephone Project Address 10 "Tract/Parcel Numher JL-�q_ _ n _VUXI City, Ste. Zip Code Y Name (First, ML Last) Telephone I n �,a Use of Building (check) Type of Project (check) ResidentiaCk Commercial ❑ Senior Housing ❑ Ne4 Addition ❑ Alteration ❑ Description of Project a ) e N�1'I . I—,.r n ry ,. n ir-c,Nf\/1 r . rlM IA-1 non Number of Square Feet of _ Residential Space Sq.Ft x $ (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft x $ (Dev. Fee) Total $ v Total $ The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Govern ent Code Section 53080 must do so within 90 days from the payment of the fee. Applicant Name (Please Print) Date Sibnature This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code. Y1 V1R� Santa A a I died aScoolDistrict Authorized RepresentativeV Date DISTRIBUT/OA' White - CinllCounty Canary - Applicant Pink - Facilities Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020