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HomeMy WebLinkAboutHOLD - 4806 W Jason Ln & Unit #2 - PlanELECTRICAL N❑TES1 CITY OF SANTA ANA v_o DOOR SCHEDULE: yl 1. BOTTOM OF CEILING IS AT 8' ABOVE FINISHED FLOOR AT ALL AREAS WITHIN THE HOUSE. 2, COUNTERTOPS IN THE KITCHEN, DINING AREA AND SIMILAR AREAS REQUIRE A RECEPTACLE BE PR❑VIDED FOR EACH COUNTER SPACE WIDER THAN 12' S❑ THAT NO P❑INT IS MORE THAN 24' FROM AN OUTLET. ALL OUTLETS IN KITCHEN SERVING COUNTERTOP SURFACES INCLUDING ISLAND SHALL BE GFI. 3. ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A. 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, DIMMERS OR VACANCY SENSORS MUST CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES C❑MPLIANT WITH REFERENCE J❑INT APPENDIX JA8, EXCEPT LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET AND LUMINAIRES IN HALLWAYS PER 150,0(k)2K. 6. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS 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)3AII (PHOTOCELL AND M❑TI❑N SENSOR) OR ITEM § 150,0(K)3AIII (PHOTO CONTROL AND AUT❑MATIC TIME SWITCH CONTROL, ASTR❑N❑MICAL TIME CLOCK, OR EMCS). 7. UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS, 8. OCCUPANCY SENSORS MUST HAVE NO MANUAL ❑VERRIDE, 30-MINUTE MAXIMUM TIMER AND BE MICR❑WAVE/ULTRAS❑NIC OR PASSIVE INFRARED TYPE. 9. HIGH EFFICACY LUMINARIES MUST BE PIN BASED. 11. A GFI 120 VOLT RECEPTACLE SHALL BE PROVIDED AT FRONT AND BACK OF THE DWELLING UNIT. 12. WALLS 2' WIDE OR GREATER SHALL HAVE AN OUTLET; OUTLETS SHALL BE SPACED NO MORE THAN 12' APART AND A MAXIMUM OF 6' FROM END OF WALLS OR OPENING. 13. HALLWAYS OVER 10' IN LENGTH SHALL BE PROVIDED WITH ELECTRICAL OUTLETS. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS. THIS REQUIREMENT IS FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS. 15. BRANCH CIRCUIT SERVING THE GARAGE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE. 16. ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON AND ONE OF THE FOLLOWING: CONTROLLED BY PHOTOCELL AND MOTION SENSOR, PHOTO CONTROL AND AUTOMATIC SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM. 17. 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" MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR. PLUMBING PIPE SPECIFICATION APPLICATION UNDER GROUND ABOVE GROUND WATER INSIDE THE BUILDING PRE -INSULATED AQUAPEX PEX PIPE OR COPPER "L" WATER OUTSIDE THE BUILDING COPPER "K" COPPER "L" WATER PIPES CONNECTION TO THE WATER HEATER N/A COPPER "L" N❑TES1 1. ALL PIPES AND FITTINGS SHALL COMPLY WITH MATERIAL SPECIFICATI❑N AS LISTED IN TABLE 604.1 OF THE PLUMBING CODE. 2. ALL PIPE AND FITTING TO BE PRODUCED BY A SINGLE MANUFACTURER AND TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REC❑MMENDATI❑NS AND PLUBMING CODE. 3. HOT WATER PIPING SHALL BE INULATED; EXCEPT AT1 A) PIPING THAT PENETRATES FRAMING MEMBERS FOR DISTANCE OF THE FRAMING PENETRATI❑N, B) PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCE. NOTE: ALL KITCHEN COUNTER SHALL HAS COMBINATION AFCl/C RECEPTACLES fr\ rn rr'Mirni �r �(N HOUSE 1ST FLOOR �O 1 /4 = 12-Opp NO. SIZE (W'xH') REMARKS U-FACTOR SHGC 0 3'-O"x6'-8" EXTERIOR SOLID CORE DOOR. OPENABLE FROM INSIDE 0.2 - WITHOUT USE OF KEY OR SPECIAL D 0 F O T - 2'-6"x6'-8" HOLLOW CORE D OR ftpp HOLLOW COR 1 Q 3 2'-4"x6'-8" OPENING AT BO OM WINDOW SCHEDULE: NO. SIZE (W'xH') REMARKS U-FACTOR SHGC O 4'x4' VINYL DUAL GLA EQ, SOW "E" TY PI, 0.30 0.23 SLIDING VINYL DUAL GLA ED, LOW "E" TYPE, 0 2'x3' SINGLE HUNG, OESMtCiEMPERED GLASS 0.30 0.23 0 3,X3, VINYL DUAL GLA ED, LOW "E" TYPE, 0.30 0.23 SLIDING 0 5'x4' VINYL DUAL GLA 0.30 0.23 SLIDING W TEMPERED GLASS DOOR AND WINDOW SCHEDULE NOTES: 1. ALL GLAZING TO BE DOUBLE GLAZED AND TO HAVE NON-METAL FRAMES. 2. ALL WINDOWS BY "CRYSTAL PACIFIC WINDOWS" OR EQUAL. 3. WINDOWS 1 IS EMERGENCY ESCAPE AND RESCUE WINDOWS; THE FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FINISH FLOOR. 4. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 5. SEE DOOR AND WINDOW FLASHING DETAILS SHOWN ON SHEET A4. FLOOR PLAN LEGEND AND KEY NOTES: 0 EXISTING WALL ® NEW WALL 24"00" ATTIC ACCESS ❑1 DOOR THRESHOLD & LANDING, SEE DETAILS 5/A3. ELECTRICAL LEGEND AND NOTES: SD HARD WIRE WITH BATTERY BACKUP AND INTERCONNECTED SMOKE ALARM PER R314 AND UL217 COMPLIANCE © HARD WIRE WITH BATTERY BACKUP AND INTERCONNECTED CARBON MONOXIDE DETECTOR PER R315 AND UL2034/2075 COMPLIANCE RH 4" OR 6" RECESSED HIGH -EFFICACY LIGHT (LED LIGHTING, CERTIFIED TO THE ENERGY COMMISSION) EXTERIOR WALL MOUNTED HIGH -EFFICACY LUMINAIRE TV CONNECTIONS WITH ELECTRICAL RECEPTACLE, ETHERNET PORTS AND COAXIAL CABLES; COORDINATE W/ OWNER FOR MOUNTING HEIGHT. ELECTRICAL SWITCH °$ DIMMER ELECTRICAL SWITCH V$ ELECTRICAL SWITCH CONTROLLED BY VACANCY SENSOR P$ ELECTRICAL SWITCH WITH PHOTOCONTROL/MOTION SENSOR COMBINATION. SHALL BE HIGH EFFICACY LUMINARIES OR BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION WITH OVERRIDE. DUPLEX RECEPTACLE, TEMPER RESISTANCE W/ ARC FAULT CIRCUIT INTERRUPTER PROTECTION GFI DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER. ALL KITCHEN COUNTER RECEPTACLES SHALL BE COMBINATION AFCl/GFCI �wP WATER PROOF DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER CIRCUIT DELTA BREEZ EXHAUST FAN, MODEL VFB25ACH: 80 CFM INTERMITTENT, 4" DUCT AND MAX. OF 20 LF, 0.3 SONE. W/ HUMIDITY SENSOR CONTROL 10 20 AMP DEDICATED CIRCUIT IN BATHROOMS, TYP TANKLESS WATER HEATER: 0.95 UEF, 200000 BTU/HR; ALSO PROVIDE WEATHER-PROOF GFCI RECEPTACLE WITHIN 3' OF WATER HEATER (�3 MINI SPLIT A/C -HEAT PUMP, SEE CF1R FORMS ® CARRIER GAS FURNACE OR SIMILAR: WITH AFUE=87% MIN. SEE DETAIL 2/A1 FOR CLEARANCE, ACCESS, SUPPORT LIGHTING AND RECEPTACLE (�5 NEW 100 AMP SUBPANEL CONNECTING FROM MAIN DUAL 100 AMP SERVICE PANEL. © LAUNDRY CIRCUIT. SEPARTE CIRCUIT IS REQUIRED FOR LAUNDRY EQUIPMENT. (�7 NEW STOVE HOOD VENT AS IAQ: BROAN NUTONE MANTRA AVSF136 SERIES: 375 CFM & 98.1% EFFICIENCY ® 1.5 SONES, 7" DUCT TO EXTERIOR AS PER MANUFACTURER OR EQUAL W/ 280 CFM MINIMUM & 3 SONE. ADD LABELING WITH FOLLOWING TEXT "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR." ® HOOD & STOVE GFI RECEPTACLE AND DEDICATED 240V STOVE RECEPTACLE @9 REFRIGERATOR RECEPTACLE & WATER VALVE OUTLET 10 DISH WASHER & GARBAGE DISPOSER GFI RECEP. W/ SWITCH 11 WHOLE HOUSE FAN: INSTALL "QUIETCOOL" MODEL QC ES-2250 WITH = 2492 CFM; OR SIMILAR W/ AIRFLOW RATE = 2492 CFM MIN. 12 IAQ VENTILATION WITH "NUTONE" MODEL ZN80ML CONTINUEOUSLY VENTED, AIRFLOW RATE = 80 CFM, 15 LF MAX 4"0 DUCT TO OUTSIDE, 0.3 SONE; OR SIMILAR WITH MIN 80 CFM & 1 SONE. PROVIDE LABELING ON SWITCH CONTROLS: "SWITCH FOR THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE SWITCH IN THE 'ON' POSITION AT ALL TIMES UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR." /o QROFKSS co i O C64806 crn EXP 6/30/2025 lF OF CAL\F�� Q 0 w C7 z N Q W � C7 U �OCZ ��O Q J CV 0 Z ,� O Ova LL_ w ,.LJOOzCL_ = co CO Q O -t (J-) Cz I+i Zw o q Wz � �o w O � H H w w r� DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET r N UTIL �O 1 /4 = 1 - 0 TY P LAN -1ST FLOOR ELECTRICAL N❑TESi ELECTRIC READY WATER HEATING SYSTEM N❑TEST CITY OF SANTA ANA v_o DOOR SCHEDULE: y� 1. BOTTOM OF CEILING IS AT 8' ABOVE FINISHED FLOOR AT ALL AREAS WITHIN THE HOUSE. 2. COUNTERTOPS IN THE KITCHEN, DINING AREA AND SIMILAR AREAS REQUIRE A RECEPTACLE BE PR❑VIDED FOR EACH COUNTER SPACE WIDER THAN 12' S❑ THAT NO P❑INT IS MORE THAN 24' FROM AN OUTLET. ALL OUTLETS IN KITCHEN SERVING COUNTERTOP SURFACES INCLUDING ISLAND SHALL BE GFI. 3. ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A. 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. DIMMERS OR VACANCY SENSORS MUST CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES C❑MPLIANT WITH REFERENCE J❑INT APPENDIX JA8, EXCEPT LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET AND LUMINAIRES IN HALLWAYS PER 150.0(k)2K. 6. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS 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)3AII (PHOTOCELL AND M❑TI❑N SENSOR) OR ITEM § 150.0(K)3AIII (PHOTO CONTROL AND AUT❑MATIC TIME SWITCH CONTROL, ASTR❑N❑MICAL TIME CLOCK, OR EMCS). 7. UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS, 8. OCCUPANCY SENSORS MUST HAVE NO MANUAL ❑VERRIDE, 30-MINUTE MAXIMUM TIMER AND BE MICR❑WAVE/ULTRAS❑NIC OR PASSIVE INFRARED TYPE. 9. HIGH EFFICACY LUMINARIES MUST BE PIN BASED. 11. A GFI 120 VOLT RECEPTACLE SHALL BE PROVIDED AT FRONT AND BACK OF THE DWELLING UNIT. 12. WALLS 2' WIDE OR GREATER SHALL HAVE AN OUTLET; OUTLETS SHALL BE SPACED NO MORE THAN 12' APART AND A MAXIMUM OF 6' FROM END OF WALLS OR OPENING. 13. HALLWAYS OVER 10' IN LENGTH SHALL BE PROVIDED WITH ELECTRICAL OUTLETS. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS. THIS REQUIREMENT IS FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS. 15. BRANCH CIRCUIT SERVING THE GARAGE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE. 16. ALL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON AND ONE OF THE FOLLOWING: CONTROLLED BY PHOTOCELL AND MOTION SENSOR, PHOTO CONTROL AND AUTOMATIC SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM. 17. 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" MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR. PLUMBING PIPE SPECIFICATION APPLICATION UNDER GROUND ABOVE GROUND WATER INSIDE THE BUILDING PRE -INSULATED AQUAPEX PEX PIPE OR COPPER I" WATER OUTSIDE THE BUILDING COPPER "K" COPPER "L" WATER PIPES CONNECTION TO THE WATER HEATER N/A COPPER "L" N❑TEST 1. ALL PIPES AND FITTINGS SHALL COMPLY WITH MATERIAL SPECIFICATI❑N AS LISTED IN TABLE 604.1 OF THE PLUMBING CODE. 2. ALL PIPE AND FITTING TO BE PRODUCED BY A SINGLE MANUFACTURER AND TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REC❑MMENDATI❑NS AND PLUBMING CODE. 3. HOT WATER PIPING SHALL BE INULATED; EXCEPT AT1 A) PIPING THAT PENETRATES FRAMING MEMBERS FOR DISTANCE OF THE FRAMING PENETRATI❑N, B) PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCE. 30" CLEAR MIN N SHOWER DRAIN W/ a FLOOR SURFACE w o DRAIN AT 1/4"-1/2" PER FT IN ALL DIRECTION SLOPE CURBLESS II SLOPE o' 4" -1/2 I 2 0 3 'ER FT SLOPE I � T/ v17-1-1 30" CLEAR MIN WALL TILE 1, WATER HEATING SYSTEM (WATER HEATER) SHALL COMPLY WITH SECTION 150.0(n). A. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL DESIGNATE A SPACE AT LEAST 2.5 FEET BY 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH) BY MEETING EITHER A OR B LISTED UNDER SECTION 150.0(N). z [SHOWER TILE FLOOR SLOPED TO DRAIN. AT J" TO PER FOOT SLOPE IN ANY DIRECTION. TILE SHALL BE SLIP RESISTANT. 7 SHER DRAIN -NI< ENLARGED �- CONCRETE SLAB SECTION A -A SHOWER i. IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER: a. A DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER. ii. ISOLATE BOTH ENDS OF THE UNUSED CONDUCTOR. b. A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER c. A CONDENSATE DRAIN THAT ALLOWS NATURAL DRAINING OF THE WATER HEATER. d. IF THE DESIGNATED SPACE IS MORE THAN 3 FEET FROM THE WATER HEATER: SEE ADDITIONAL CODE REQUIREMENTS. B.WHEN A SECOND WATER HEATER IS INSTALLED AS PART OF THE ADDITION SHALL COMPLY WITH SECTION (150.2(a)(D). GLASS DOOR / FIXED GLASS PANEL CURBLESS SHOWER '--TILE FLOORING CONCRETE SLAB MORTAR BED RECESSED WATERPROOF CONCRETE ANTI -FRACTURE SLAB MEMBRANE CONTINOUS UNDER ALL TILE Is 12'-10" 22'-4" ADU FLOOR PLAN - 0 1 /4" = 1'-0" ADU UTILITY PLAN O 1 /4„ _ 1, - 0„ z 0 i N 1: ALL KITCHEN JNTER SHALL HAVE 4BINA110N AFCl/GFCI :EPTACLES NO. SIZE (W'xH') REMARKS U-FACTOR SHGC 0 3'-o"x6'-8" EXTERIOR SOLID CORE DOOR. OPENABLE FROM INSIDE o 2 - WITHOUT USE 0 KEY OR SPECIAL D 0 F O T - 2'-6"x6'-8" HOLLOW CORE D OR ftppF_U�t!U HOLLO CORE 1 fjQpEFRLMj_[ 1�.SU�NC 3 2'-4"x6'-8" G OPENIAT BO OM WINDOW SCHEDULE: NO. SIZE (W'xH') REMARKS U-FACTOR SHGC 0 4'X4' VINYL DUAL GLA EQ, SOW "E" TasteY PI, 0.30 0.23 SLIDING VINYL DUAL GLA ED, LOW "E" TYPE, 0 2'X3' SINGLE HUNG, OESMtCiEMPERED GLASS 0.30 0.23 0 3,X3, VINYL DUAL GLA ED, LOW "E" TYPE, 0.30 0.23 SLIDING 0 5'X4' VINYL DUAL GLA , 0.30 0.23 SLIDING W TEMPERED GLASS DOOR AND WINDOW SCHEDULE NOTES: 1. ALL GLAZING TO BE DOUBLE GLAZED AND TO HAVE NON-METAL FRAMES. 2. ALL WINDOWS BY "CRYSTAL PACIFIC WINDOWS" OR EQUAL. 3. WINDOWS 1 IS EMERGENCY ESCAPE AND RESCUE WINDOWS; THE FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FINISH FLOOR. 4. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 5. SEE DOOR AND WINDOW FLASHING DETAILS SHOWN ON SHEET A4. FLOOR PLAN LEGEND AND KEY NOTES: 0 EXISTING WALL ® NEW WALL 24"00" ATTIC ACCESS ❑1 DOOR THRESHOLD & LANDING, SEE DETAILS 5/A3. ❑2 WALLS ABOVE SHOWER AND BATHTUB SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FT ABOVE THE FLOOR AS PER R307.2. �3 SHOWER HEAD AND CONTROL AT SIDE WALL SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3) ❑4 DRYER VENT 4"0 MIN.; 14' MAX. WITH TWO 90' BENDS FOR METAL DUCT; 6' MAX FOR FLEX DUCT CONNECTOR; 100 SQ.IN. MIN. FREE OPENING. ❑5 ROVIDE 1-HR FIRE AND STC-50 SOUND RATED WALL TO UNDER SIDE OF ROOF SHEATHING BETWEEN ADJACENT UNITS & ADU, SEE 4/A3. © TYPICAL AGE -IN -PLACE AND FALL PREVENTION COMPLIANCE, SEE DETAIL 1/A2a. ELECTRICAL LEGEND AND NOTES: SD HARD WIRE WITH BATTERY BACKUP AND INTERCONNECTED SMOKE ALARM PER R314 AND UL217 COMPLIANCE © HARD WIRE WITH BATTERY BACKUP AND INTERCONNECTED CARBON MONOXIDE DETECTOR PER R315 AND UL2034/2075 COMPLIANCE &4" OR 6" RECESSED HIGH -EFFICACY LIGHT (LED LIGHTING, CERTIFIED TO THE ENERGY COMMISSION) EXTERIOR WALL MOUNTED HIGH -EFFICACY LUMINAIRE TV CONNECTIONS WITH ELECTRICAL RECEPTACLE, ETHERNET PORTS AND COAXIAL CABLES; COORDINATE W/ OWNER FOR MOUNTING HEIGHT. ELECTRICAL SWITCH °$ DIMMER ELECTRICAL SWITCH v$ ELECTRICAL SWITCH CONTROLLED BY VACANCY SENSOR P$ ELECTRICAL SWITCH WITH PHOTOCONTROL/MOTION SENSOR COMBINATION. SHALL BE HIGH EFFICACY LUMINARIES OR BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION WITH OVERRIDE. (t DUPLEX RECEPTACLE, TEMPER RESISTANCE W/ ARC FAULT CIRCUIT INTERRUPTER PROTECTION f DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER. ALL KITCHEN COUNTER RECEPTACLES SHALL BE COMBINATION AFCl/GFCI (WP WATER PROOF DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER CIRCUIT DELTA BREEZ EXHAUST FAN, MODEL VFB25ACH: 80 CFM INTERMITTENT, 4" DUCT AND MAX. OF 20 LF, 0.3 SONE. W/ HUMIDITY SENSOR CONTROL 10 20 AMP DEDICATED CIRCUIT IN BATHROOMS, TYP TANKLESS WATER HEATER: 0.95 UEF, 200000 BTU/HR; ALSO PROVIDE WEATHER-PROOF GFCI RECEPTACLE WITHIN 3' OF WATER HEATER 03 MINI SPLIT A/C -HEAT PUMP, SEE CF1R FORMS ® CARRIER GAS FURNACE OR SIMILAR: WITH AFUE=87% MIN. SEE DETAIL 2/A1 FOR CLEARANCE, ACCESS, SUPPORT LIGHTING AND RECEPTACLE O5 NEW 100 AMP SUBPANEL CONNECTING FROM MAIN DUAL 100 AMP SERVICE PANEL. © LAUNDRY CIRCUIT: SEPARTE CIRCUIT IS REQUIRED FOR LAUNDRY EQUIPMENT. 0 NEW STOVE HOOD VENT AS IAQ: BROAN NUTONE MANTRA AVSF136 SERIES: 375 CFM & 98.1% EFFICIENCY ® 1.5 SONES, 7" DUCT TO EXTERIOR AS PER MANUFACTURER OR EQUAL W/ 280 CFM MINIMUM & 3 SONE. ADD LABELING WITH FOLLOWING TEXT "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR." ® HOOD & STOVE GFI RECEPTACLE AND DEDICATED 240V STOVE RECEPTACLE 09 REFRIGERATOR RECEPTACLE & WATER VALVE OUTLET 10 DISH WASHER & GARBAGE DISPOSER GFI RECEP. W/ SWITCH 11 WHOLE HOUSE FAN: INSTALL "QUIETCOOL" MODEL QC ES-2250 WITH = 2492 CFM; OR SIMILAR W/ AIRFLOW RATE = 2492 CFM MIN. 12 IAQ VENTILATION WITH "NUTONE" MODEL ZN80ML CONTINUEOUSLY VENTED, AIRFLOW RATE = 80 CFM, 15 LF MAX 4"0 DUCT TO OUTSIDE, 0.3 SONE; OR SIMILAR WITH MIN 80 CFM & 1 SONE. PROVIDE LABELING ON SWITCH CONTROLS: "SWITCH FOR THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE SWITCH IN THE 'ON' POSITION AT ALL TIMES UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR." /o QROFKSS co i C64806 c EXP 6/30/2025 sry c / v O�P lF OF CAO\ 01 Q w N � J G) (� Z O �zz< Lu O OUQ Q �QO Q � CL_ WOOz� u Q -i w = CO c() Q o q Wz ¢ �o O � H H w w Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET Ala CITY OF SANTA ANA 0 � C I N W ADDITION EXISTING EAST ELEVAT ON 1 /4" = 1 ' — 0" EXISTING WEST ELEVATION —NO CH A CE 1 /4" = 1'-0" *FIELD VERIFY SILL PLATE AT 8" MIN ABOVE ADJACENT FINISHED GRADE/SOIL OR 6" MIN ABOVE ADJACENT CONC. ADDITION SECTION B 1 /4" = 1'-0" ro N W (E) ASPHALT ROOFING (E) 2x @ 16" OC RR (E) 2x @ 16" OC CJ (E) LOFT (E) GYP BOARD (E) 2x @ 16" OC CJ (E) GYPSUM BOARD (E) 2x4 @ 16" OC (N) GYPSUM BOARD (E) R13 INSUL. EXISTING 0 00 I w ROOF C FII IN(; ro I N W PROPOSED ELEVATION LEGEND AND NOTES: ❑1 EXISTING FASCIA BOARD TO REMAIN "mo li roved 4 11 FOR PffkMlTcic.3SUANC ® EXISTING WINDOW TO REMAIN a EXISTING BALCONY RAILING TO REMAIN Master I C� NEW WINDOW &DOOR TO MATCH EXISTING HOUSE IN STYLE AND COLORING NEW STUCCO TO MATCH EXISTING HOUSE e ; IN STYLE AND COLORING I z I`7 J W BALCONY 00 00 I I 00 I 00 r� I N 4 3 6 7 6 6 EXISTING ADDITION SOUTH ELEVATON 1 /4" = 1 ' — 0" EXISTING L NORTH E EVATO — 0 CHANCE 1 /4" = 1'-0" EXISTING k ADDITION SECTION A 1 /4" = 1'-0" HVJHI..GIVI �IIVIJfICV GRADE/SOIL OR 6" MIN ABOVE ADJACENT CONC. O Q,OF ESS IONS! co Q i C64806 a EXP 6/30/2025 sr cIv \\- �P qTF OF CA0F I� O W Q! CV z O C� U W o —' n z CV G') o Z O ,,n zzQz O O U Q �Q(S) Q CL- ,,_, O co O co z > � W Lj 0 Q q z wH Wz v� w H W W F� Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET A2 YI CITY OF SANTA ANA ®® n x Q co © o0 rn ELECTRICAL RECEPTACLE OUTLET, SWITCH, DOORBELL & CONTROL HEIGHTS 6 PR❑VIDE 2x BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS 24" MIN o PR❑VIDE 2: BL❑CKING I STUDS FOR GRAB BARS 12" 42" MIN , MAX PR❑VIDE 2x BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS SIDE WALL 6" MAX TUB BACK WALL PROVIDE 2x [BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS FULL WIDTH AT THE z SHOWER STALL WALLS rn 6" MAX 40" MIN 16" BACK WALL -PR❑VIDE 2x BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS PR❑VIDE ADDITI❑NAL BACKING FOR FOLD AWAY GRAB BAR PR❑VIDE 2x 24" MIN BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS E. rn N i"7 TUB HEAD END WALL PR❑VIDE 2x BL❑CKING BETWEEN STUDS FOR FUTURE GRAB BARS z - z F. 7'. b�� ..... / Q Q N N rM rr) SHOWER CONTROL END SIDE WALL SHOWER BACK WALL SHOWER SIDE WALL AGING -IN -PLACE AND FALL PREVEN11ON NOTES: NEWLY CONSTRUCTED DWELLINGS SUBJECT TO THE REQUIREMENTS OF THIS CODE SHALL BE DESIGNED R327.1.2 ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING AND CONSTRUCTED IN ACCORDANCE WITH SECTIONS R327.1.1 THROUGH R327.1.4. CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE R327.1.1 REINFORCEMENT FOR GRAB BARS. AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE TOP OF THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. OF THE OUTLET BOX ABOVE THE FINISHED FLOOR. 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. R327.1.3 INTERIOR DOORS 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER OR OTHER EFFECTIVE 7/1/2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN LOCATED BETWEEN 32" AND 394" ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR THE CLOSED POSITION; OR, IN THE CASE OF A TWO- OR THREE-STORY SINGLE ONE SIDE WALL AND THE BACK WALL. FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. 5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A R327.1.4 DOORBELL BUTTONS LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6" ABOVE DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48" THE BATHTUB RIM. ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL EXCEPTIONS: BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES 1. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ARE REQUIRED TO BE INSTALLED ABOVE 48" MEASURED FROM THE EXTERIOR FLOOR ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE FLOOR MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY PROVIDED AT A HEIGHT NOT EXCEEDING 48" ABOVE EXTERIOR FLOOR OR LANDING, THE ENFORCING AGENCY. MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. 2. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE -FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY INSTALLED GRAB BARS OR WHEN FACTORY INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. 3. SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 4. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 5. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. AGING —IN —PLACE & FALL PREVENTION ADDITION EXISTING WEST ELEVATION 1 /4" = 1'-0" ROOF Cyg141►[e] NOTE: ADU CONVERSION SHALL MAINTAINED SAME COLOR, MATERIAL AND ARCHITECTURAL STYLE AS EXISTING SFD. EXISTING ADDITIONNOTE: EASTELEVATION ADU CONVERSION HALL MAINTAINED SAME COLORS MATERIAL AND 1 /4" = 1 ' — O" ARCHITECTURAL STYLE AS EXISTING SFD. 12 4 Eull 00 00 co ro I N ADDITION EXISTING NORTH ELEVATION 1 /4" = 1'-0" ROOF PROPOSED ELEVATION LEGEND AND NOTES: El EXG FASCIA BO�TO OR�egar d 2 EXISTING'ROOFAVG TO REMAIN CEIL G d 3 EFISTE 13JAIRTAINI SSUANC I N ® GARAGE DOOR INFILL WITH STUCCO FINISH TO II MATCH EXISTING HOUSE IN STYLE AND COLORING z 0 NEW WINDOW & DOOR TO MATCH EXISTING H IN STYLE AND COLORING 1 a rN ASCIA BOARD TO MATCH EXISTING D � NEW ROOFING TO MATCH EXISTING ADU FLR NOTE: ADU CONVERSION SHALL MAINTAINED SAME COLOR, MATERIAL AND ARCHITECTURAL STYLE AS EXISTING SFD. lflNEW ADDRESS WITH UNIT NUMBERING IN FRONT OF ADU AND AT FRONT OF (E) MAIN HOUSE WITH CONTRACT COLORING TO BACKGROUND. NUMBERING SHALL BE 4" MIN HIGH AND r STROKE WIDTH. EXISTING I, n NOTE: ADU CONVERSION HALL S O U T H ELEVATION MAINTAINED SAME COLORS MATERIAL AND 1 /4" = 1 '- O" ARCHITECTURAL STYLE AS EXISTING SFD. ROOF FINIS RRADE SECTION A _f NOTE: ADU CONVERSION SHALL 1/4" MAINTAINED SAME COLOR, MATERIAL AND ARCHITECTURAL STYLE AS EXISTING SFD. 1 "I �o QROF KSS /p�! C64806 crn EXP 6/30/2025 sr C l V qTF OF CAO��� Q O F—' z W O N ~ LLJ Lu O o 06 zzZNQ J —i g)(s) � —zz<z (1)OOUO Q Q > � QLLj Q LL U Q9 J —I LlJ w0Oz� w = 03 co QC) O x o � e q q z FH Wz Zo w H H w w Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET A2a ul-20 SELECT WINDOW & DOOR FLASHING TAPE Window Installation Instructions " The following diagrams illustrate window flashing installation procedures according to Nkdwd A from ASTM E2112-07 Standard Practice for Installedon of Exterior Wlrxlows, Doors and Skylights using Nashug' Select Window & Door Flashing Tape. Method A is jamb flashing applied over the window frame using typical weather resistant barrier materials. Figure 1 Is an exploded vlew showing the flashing sequence. For additional installation methods, please consult ASTM E2112. m Prepare opening and surrounding Substrate. Keep Step substrate surface dean, dry, and smooth around the perimeter (see Figure 2). Figure 2 Prepare Ir Opening iOp6a7S: Apply V& sheEt I - ' Precut length of Nashua flashing tape to extend a weattler-r ?t barrier Stop minimum of 6" beyond the rough opening at both jambs. across sill. 77"1 app/y s1(2) (See Options below). Score the backside of Nashua Nashua sill ftash/ng to _ flashing, ctdtlrlg lightly through rye a liner a few Inches over the weer-. - 1 from top edge. Remove the top portion of the Abner but ba " keep bottom portion of release liner on the Nashua ;- flashing until removed later in Step 7. Apply Nashua flashing tape across the rough opening of the sill (see Figure 3). — Figure 3 Apply :_lashing LR""�" PGRTM TNRJDUGHMP7 Apply sealant around perimeter opening or to backside of window fin ad top, sides, and bottom (see Figure 4). Figure 4 Apply Perimeter 000MN0008 SEALANT READ Window Installation Instructions Install window In opening (see Figure 5). Figure 5 Install wirdow into flashed opening. ' r MIN. t Precut Nashua jamb flashing tape to extend a minimum of 6' above and below the rough opening. U Peel off release liner and adhere Nashua jamb flashing over the jamb fins and over top of Nashua sill flashing step (see Figure 6). A roller or squeegee may be used to help promote adhesion and remove air pockets. `g Figure a Apply Jamb Flashing. i Precut Nashua head flashing tape to extend a '.- \ \7�❑ minimum of 6" beyond the jambs of the rough opening. Peel off release liner and adhere Nashua ❑ head flashing over window fin and substrate. Install head flashing a strip e ❑ supplemental (where occurs) with of Nashua flashing over the top leg (see Figure 7). 8\; I77 Figure 7 Apply Head Flsehi Install weather -resistant barrier shingle fashion from bottom of wall to top. Insert weather -resistant barrier ❑ ,� udder Nashua sill flashing. Peel off remaining release , liner from Nashua sill flashing and adhere to weather- ❑ t- rri resistant baer. Seel edges of weather -resistant ❑ 7 barrier to Nashua flashing along the window jamb and head (see Figure B). i1Vf� Figure 8 Install weather -resistant barrier and seal 1J0. anxutd perimeter. BLOW __V� RELEASE LINER Install trim and/or exterior wall cladding or siding around perimeter of window. Seal perimeter joints per the recommendations of the cladding and window manufacturers (see Figure 9). Figure 9 Install cladding. 25 row Purtvoay I rid m-L MA Q2038 l 1. M-U3.7875 I nashuat3w.com £StST NT 1J ATTACH (MIN. 12- WIDE) JAMB STRIPS OF FLASHING MATERIAL WITH INSIDE EDGE OF FLASHING FLUSH WITH EDGE OF ROUGH OPENING. EXTEND JAMB STRIPS 12" ABOVE THE LOWER EDGE OF THE HEADER (TOP OF ROUGH OPENING). AFTER DOOR IS PLACED, INSTALL (MIN. 12- WIDE) HEAD STRIP OF FLASHING MAT ERIAL OVER THE DOOR FLANGE. APPLY CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACES OF THE SLIDING DOOR FLANGE. THEN PLACE THE DOOR INTO THE ROt1GH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. �TH RESHOLB-PROV IDE BITUMINOIUS COATING UNDER THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE, OR OTHER APPROVED MEASURE TO 130LATFJPROTECT. O WATER � S R i pTANT PAPF ANT STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER-RESISTANT PAPER (A) AVER THE JAMB FLASHING STRIP AND OVER THE JAMB DOOR FLANGE. INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B, C. ETC.) OVER THE JAMB FLASHING STRIP, SHINGLE -BOARD FASHION, AND LAP OVER THE JAMB DOOR FLANGE. NOTES: AT DOOR HEAD, PAPER SHOULD WATER4tESISTANT PAPER MIN. (2) LAYERS RUN CONTINUOUSLY ABOVE (60 MINUTE GRADE TY) DOOR WITH NO SPLICES. FIRST LAYER TO BE INSTALLED IN SI JINGLE FASHION, AND FULLY APPLIED PRIOR TO INSTALLATION OF SECOND LAYER. STAGGER SECOND LAYER BOTH HORIZONTALLY AND VERTICALLY. !YN wr°T YT. eu75gANtl N OI IEe - i asenrur; Do nat seal loYit of applerrrerriel head clashing (where occur). �°° Seal joirri between Cgs �na��s�trim (whom owurs)- Seel ldrrt behmm aiding and trim. P t A 5 T I C S NOTES: C.R.C. R612.1 & R703.8, CALLS FOR FLASHINC OF ALL EXTERIOR OPENINGS EXPOSED TO WEATHER TO MAKE THEM WEATHER PROOF. SINCE C.R.C. DOES NOT OUTLINE PROCEDURES FOR DOOR FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12' WIDE SELF-SEALING FLASHING. CAULK DOOR FRAMES PER MANUFACTURER BEFORE SETTING. 26 GA G.I. FLASHING REQUIRED AS SHOWN IN OTHER DOOR DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR LINE WIRE, WHEN USED AS BLACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE_ NO ATTACHMENT DEVICE NOR THE WIRE RACK NG SHOULD COVER OR PENETRATE FLASHING MATERIAL PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENING MUST COVER WIRE BACKING- 7/8" EXTERIOR PLYW❑❑D OR ❑SB SHEATING CEMENT PLASTER PRESSURE II 2-LAYERS OF GRADE D PAPER 0/ METAL LATH ------- TREATED WOOD I METAL LATH 2-PLY WEATHER BARRIER, SILL PLATE OF I 1' MINIMUM THICK STUCC❑ LAP 0 SELF -ADHERED STUD WALL II FLASHING C❑NTI, STUCCO DRIP (WEEP) SCREED, I SHALL BE 26 GAUGE MIN., C❑RR❑SI❑N SELF -ADHERED FLASHING II RESISTANT MATERIAL, 31'VERTICAL FLANGE 9., WIDE, LAP 0/ METAL HEAD FLASHING FLASHING SCREED (COMBINED 45 DEGREE WEEP SCREED & •` 2% MIN, SLOPE DOWN � z o Z -FLASHING) - PAINT TO CONCRETE —� v MATCH FRAME _ SLAB & I —I I I- I i 4' ABOVE EARTH OR SELF -ADHERED FLASHING, ` F❑❑TING III=1 2" AB❑VE CONCRETE LAP DOWN AND OVER FINISHED THROUGH OPENING GRADE HEAD FLASHING END CLOSURES STUCCO AND WEEP SCREED DETAIL 4 DOOR FRAME L WEATHER SEAL DOOR PER INTERIOR EXTERIOR SCHEDULE DOOR SWING EXTERIOR INWARD OR DOOR PER SCHEDULE SLIDER FRAME AND TRIM BEYOND ALUMINUM DOOR DRIP W/ WEATHERSTRIP ALUMINUM DOOR THRESHOLD FASTENED WITH EXPANDING METAL ANCHORS, SET IN TWO CONTINUOUS BEDS OF NEOGARD URETHANE SEALANT ALUMINUM SILL COVER 24 GA. STAINLESS STEEL SILL PAN, FULLY SOLDERED - X WATERTIGHT AND SET IN � FULL BED OF SEALANT 2% SLOPE 36 x36 MIN CONCRETE X ''"• ' I LANDING OR WALKWAY 7J" DOOR LANDING ° ALLOWED PER " =' ° • = EXCEPTION IN • Z36"06" R31 1.3.1 MIN CONCRETE FILL W /SEALANT AT' `.%;-,'�. - •` ' : I I LANDING OR WALKWAY (FLUSH CONNECTOR°�; "!�` _ I-WITH F.F. AT ENTRY DOORS) PENETRATIONS,TYP. t I BACKER ROD, SEALANT AND 1/2" THICK FOAM EXPANSION BOARD DOOR THRSHOLD LANDING ROOFING MATERIAL 30# FELT PAPER OVER FLYW❑❑D SHEATHING TYPE 'X', WATER-RESISTANT GYP. BIRD. ON PLYWOOD SHEATING & UNDER FELT PAPER 28 GA, GALVANIZED IR❑N FLASHING 2X FASCIA BOARD 26 GA DOWNSPOUT SAVE AND RAIN GUTTER 2x BL❑CKING FROM TOP PLATE TO UNDERSIDE OF ROOF SPACED BETWEEN EACH ROOF RAFTER USED AS FIREBL❑CKING TO COMPLY WITH EAVE FIRE RATING EXCEPTION OF TABLE R302.1(1) INSULATI❑N PER BUILDING SECTI❑N z 5 i� 7/8" EXTERIOR CEMENT PLASTER 0/ METAL LATH PLYWOOD SHT'G. PER STRUCTURAL DWG. 2-PLY WEATHER BARRIER 2X WOOD STUDS SELF -ADHERED —TYPICAL INSULATION OF FLASHING 9" WIDE EXTERIOR WALLS 4�zkll —HEADER PER STRUCT. FLASHING MEMBRANE AROUND OPENING —DRYWALL FINISHING (NASHUA OF SIMILAR) TYP - - - - - - - J N 24 GA. GSM HEAD DRIP �- FLASHING HEMMED `- '• ' I - "p° SET IN FULL BEAD OF SEALANT I I I VINYL WINDOW INSTALL PER I ALTERNATE DOOR LOCATION MANUF. PROCEDURES r- �111 I INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR DOOR PER SCHEDULE 1/4" SEALANT FRAME AND TRIM BEYOND AROUND WINDOWS ALUMINUM DOOR DRIP W/ WEATHERSTRIP 7/8" EXTERIOR CEMENT PLASTER ALUMINUM DOOR THRESHOLD FASTENED 0/ METAL LATH WITH EXPANDING METAL ANCHORS, SET IN TWO CONTINUOUS BEDS OF "J" MOLD TRIM NEOGARD URETHANE SEALANT ALUMINUM SILL COVER SELF -ADHERED FLASHING, 24 GA. STAINLESS STEEL SILL PAN, EXTEND TO BACK OF FULLY SOLDERED WATERTIGHT AND WINDOW ACROSS SILL AND SET IN FULL BED OF SEALANT 8" UP EACH SIDE NON ADHESIVE WINDOW FLASHING, - - - - - - ".4- Q EXTEND 12" PAST J ,;,�' I r FINISH GRADE OPENING EACH SIDE _.• I SLAB ON GRADE PER 2-PLY WEATHER • S `'' CIVIL AND LANDSCAPE BARRIER r' DRAWINGS. (FLUSH WITH _ • < + , F.F. AT ENTRY DOORS) BACKER ROD, SEALANT AND 1/2" THICK FOAM EXPANSION BOARD EXTERIOR FILL W /SEALANT AT CONNECTOR PENETRATIONS,TYP. 2-PLY WEATHER G.I. "J" MOULD, PAINT TO 1/4-IN. CONT. SEALANT BARRIER LAP OVER MATCHDOOR FRAME & BACKER ROD FLASHING AND FIN 7/8" EXTERIOR CEMENT CONT. SEALANT BETWEEN SELF -ADHERED FLASHING PLASTER 0 METAL LATH FRAME AND 'L" METAL / 9-IN. WIDE MIN. INSTALLED 2-PLY WEATHER BARRIER, HOLLOW METAL FRAME BEHIND THE WINDOW FIN - LAP 0/ "J"-MOULD AND WEATHER SEAL SELF -ADHERED FLASHING DOOR PER SCHEDULE TYPICAL INSULATION OF SELF -ADHERED FLASHING EXTERIOR WALLS 9" WIDE, LAP OVER AND EXTERIOR THROUGH OPENING PLYWOOD SHT'G. TYPICAL INSULATION OF EXTERIOR WALLS 2X WOOD STUDS, MIN. SEE STRUCT. DWG. DRYWALL FINISHING TYPICAL DOOR FLASHING I Li V 1L W DETAIL "A" SEE DETAIL "A" PRESSURE & 1 TEMPERATURE RELIEF VALVE, DISCHARGED THRU, 3/4' INDIRECT DRAIN TO OUTSIDE OF BUILDING, +6' OFF GRADE ]VIDE 3' MIN. R-12 aNKET INSULATION i RAP OR TIE 3/8' X 2 1/2' LAG SCREW 5/8' TYPE 'X' GYP. BD. OR 7/6' EXT, PLASTER FINISHED FLOOR OR BASE---\ i 1' X 1' X 1/8' METAL ANGLE ALTERNATE DOOR DOOR LOCATION 2 PLYWOOD SHT'G. PER STRUCTURAL DWG.- 2X WOOD STUDS, SEE STRUCT. DWG. DRYWALL FINISHING - VENT SYSTEM 0 w PLATFORM TO BE ANCHORED (IF OCCURS) I LATERAL SUPPORT FOR WATER HEATER \ 3 / PLYWOOD SJIG.,PERroved STRUCTUR — 2X WOOD STUDS C� LEIP� I I T I S S UA N C EXTERIOR WALLS — DRYWALL, WRAP DOWN AND OVER AT HEAD — HEADER PER STRUCT. asf& 1D: CORNER BEAD . ,.,..,r _. ..,r VINYL WINDOW INSTALL PER MANUF. PROCEDURES LAP SELF ADHERING MEMBRANE UP SIDE 1/4" CONT. SEALANT CONT. SEALANT AT SILL & 8" UP BOTH JAMBS 1X PAINT GRADE WOOD TRIM APRON DO NOT SET SILL FIN IN SEALANT TYPICAL INSULATION OF EXTERIOR WALLS DRYWALL FINISHING 2X WOOD STUDS, SEE STRUCT. DWG. PLYWOOD SHT'G. PER STRUCTURAL DWG. INTERIOR 7/8" EXTERIOR CEMENT PLASTER 0/ METAL LATH VINYL WINDOW INSTALL PER MANUF. PROCEDURES 1" MIN EXTERIOR -----J INTERIOR i i 1/4" CONT. SEALANT X1 leTNOftl z:3 .1 POST WHERE OCCURS PER STRUCTURAL TYPICAL WINDOW FLASHING \ / o Q\tOFESS/o K FG 4 C64806 arn EXP 6/30/2025 qTF OF CAL\FO - H w CV W �O Qzz� Z 0 w O OUz 0z � �QQzQ w LLJ00zU = CO CO < LL1 I O a Ca FH O v� w O P� I__� 1—I Wj W W Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET A3 Bldg #'s 102122901-02 APPROVALS - PLNG - C. Santana BLDG - J. Lo POLICE - B. Martin PUBLIC WORKS - B. Sarlak CITY OF SANTA ANA y� (E) DECK SLIP RESISTANCE 111— (E) ASPHALT ROOFING (E) ASPHALT R❑❑FING ------------------------------ _W --------------------------- I --------------------- ---------------------------- _w �' �' � � � � � � � � � � I I I I I (E) HIGH ROOF (E) LOW ROOF � � C1J W i I N �p i �p �. W � 0 i .WiILOJ R1 W i u W �w I �p �o I � � � � I I I I I 1 E HOUSE 1 /8" = 1 ' - 0" ADU ATTIC VENTILATI❑N CALCULATI❑NS: 1, ATTIC VENTILATI❑N REQUIRED: ROOF ATTICS 561 SF x (1h)= 539 SQ. IN. 2. ATTIC VENTILATION PROVIDED WITH 16'x24" GABLE VENTS (384 SQ. IN. EACH). ROOF ATTIC, (2) 16'x24' GABLE VENTS = 768 SQ. IN 3. GABLE VENTS SHALL BE COVERED WITH C❑RR❑SI❑N RESISTANT MESH W/ LEAST DIMENSI❑N NOT EXCEEDING j" R❑❑FING NOTES, 1, INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATI❑NS. 2. NEW "MALARKEY R❑❑FING PRODUCTS' ASPHALT SHINGLES, VISTA SILVERW❑❑D 261 WITH MIN. CLASS A, (ICC-ESR-3150) AND CRRC PROD. ID # 0850-0051, WITH RADIANT BARRIER SHEATHING. 3. "MALARKEY R❑❑FING PRODUCTS', VISTA SERIES ASPHALT SHINGLE IS COOL ROOF COMPLIANT WITH: AGED SOLAR REFLECTANCE = 0.21 > 0.1 THERMAL EMITTANCE = 0.94 > 0.85 SRI = 22 >- 16 4. RADIANT BARRIER INSTALLATION SHALL COMPLY WITH THE FOLLOWING: A. PROVIDE NO LESS THAN 30% UPPER VENTS. B. BE INSTALLED ON VERTICAL ATTIC SURFACES AND GABLE ENDS. C. WHEN INSTALLED IN ENCLOSED RAFTER SPACES A MINIMUM AIR SPACE OF 1" MUST BE PROVIDED AND VENTILATION BE PROVIDED AT UPPER AND LOWER END OF EVERY RAFTER BARRIER. D. INSTALLATION TO COMPLY WITH MANUFACTURER RECOMMENDATION. 16"x 2 4" GABLE VENT—\ ROOF LINE EXTERI❑R WALL LINE \ ROOF PLAN No: - NO CHANGE RAKE EDGE A MINIMUM OF 1" ROOFING & UNDERLAYMENTS 1 ASPHALT R❑❑FING, SEE R❑❑FING NOTES (N)4112 (N)4:12 I ' SLOPE SLOPE i i r7 r--------------- ---� I I Q6 NEW ROOF OVERHANG AT ADU ENTRY 2x BL❑CKING FROM TOP 1 ,-0„ ' PLATE TO UNDERSIDE OF EA E ROOF SPACED BETWEEN ' (E)4112 (E)4112 ; : EACH ROOF RAFTER USED AS SLOPE SLOPE- : FIREBL❑CKING TO COMPLY WITH EAVE FIRE RATING `--- EXCEPTI❑N OF TABLE R302,1(1), DETAIL 6/A3 6 I 3'-0„ q3 ' ' (E) 5'-0" I L______________________ j ________ _____________ I V I 16"x24" 6 I GABLE VENT A3 i EDGE Lwoll Approved FOR PERMIT ISSUANC Master I D: Date: /o Q\7),OF KSS IONS!\ co Q- C64806 c r EXP 6/30/2025 F OF CAL�F� Q � z O W IL � N O 0 C)�J�z '�, O zQ�O O U (S-) Q CL- (,D QD�z = OOz� CO CO Q n w X W O I+I w q 0 w Wz z o �N Z �LLI O44 � � H cn H w w H Q x x as DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: SHEET N) ADU ROOF PLAN O 1 /8„ = 1,- 0„ Z EXISTING SITE PLAN- 0 1 /8 = V-012 z'm Tla RE M A R K S DA T E DRAWN BY:F.L. AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:F.L. RE V I S I O N S PCN #: T1b AD D R E S S : OW N E R : SH E E T CO N T E N T : CI T Y C I T A T I O N L E T T E R HO U S E A D D I T I O N & G A R A G E T O A D U C64806 F RA N K L I U ê ê EXP 6/30/2025 TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 CITY OF SANTA ANA v_o yl 0) I 4 n NC ", C C L 13'-1 1 " 44'-5" �, 10'-8" ��r E HOUSE 1ST FLOOR \O 1 /4 = 1 —0 39'-2" 1.,'-i i„ 94'- V' ��r• EHOUSE 2ND FLOOR — NO CHANGE \O 1 /4 = 1 1— 0 m I (F)1 R'x7' rARArF r)nnR (E) GARAGE PLAN O�• 1 /4„ _ 1'-0„ Z LEGEND AND NOTES: 0 EXISTING WALL TO REMAIN E=2 DEMO UNPERMITTED EXISTING WALL EXISTING PAT10 COVER BELOW 2ND Approved R PERMIT ISSUANC 1Q REMOVE UNPERMITTED WINDOW 02 DEMO KITCHEN COUNTERS, CABIIIETS AND APPLIANCES 0 DEMO BATHROOM COUNTERS, C I AND FIXTU Faster �. ® REMOVE DOOR T H E G C FOUND-L) EO EXISTING DOOR TO REMAIN Date. ® EXISTING PATIO COVER POST SU PORTING 2ND FLOOR DECK TO REMAIN /o QROFKSS O C64806 crn 2 EXP 6/30/2025 NC/v � �-�F CAL\F�� Q 0 w N u-► �O(s) 86 � N � CL- Z W z O Z O LLJ U (t) �1 CL- O O z �-- W = 03 c()Q(s) X W I+i Zw o q Wz ¢ �o H W O rH� V J H� W W t� a DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET T2 LEGEND: CITY OF SANTA ANA --i -- 7 - -- A - - - C — EXISTING WALL WITH 2x4 @ 16" OC NEW WALL WITH 2x4 @ 16" OC ® ® 4x4 POST, SEE DETAILS SN ® HOLD—DOWN WITH 4x4 POST, SEE DETAILS 2 SN EXISTING 12"x24" CONTINUOUS FOOTING TO REMAIN NEW 24" DEEP CONTINUOUS FOOTING OVER 90% COMPACTED SUBGRADE OR ON NATURAL GRADE INDICATES NEW SLAB ON GRADE PER PLANS; 4" THICK MIN. CONCRETE WITH #4 BARS @ 16"oc, BOTH WAYS PLACED MID -HEIGHT IN SLAB OVER 2" THICK SAND OVER 10 mil. POLYVINYL CHLORIDE MEMBRANE (VAPOR BARRIER) OVER 2" THICK SAND OVER 90% COMPACTED SUBGRADE LEGEND: 14 INDICATES SPAN AND DIRECTION OF RAFTERS AND JOISTS LEGEND: 1. SEE SHEETS S1, SN1 & SN2 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. TYPICAL FLOOR SHEATHING: TYPICAL ROOF SHEATHING: 1/2" WOOD STRUCTURAL PANEL * 1/2" WOOD STRUCTURAL PANEL 20" oc SPAN RATING T&G 32L16 SPAN RATING RATED STURD—I—FLOOR, EXPOSURE 1 RAVED SHEATHING EXPOSURE 1 B.N.: 10d AT 6" oc B.N.: 10d AT 6" oc E.N.: 10d AT 6" oc E.N.: 10d AT 6" oc F.N.: 10d AT 12" oc F.N.: 10d AT 12" oc USE RING SHANK NAILS or SCREW WHEN ROOFING SYSTEM REQUIRES, USE PLYCLIPS OR NAILS AND GLUE SHEATHING TO SOLID BLOCKING AT ALL ROOF SHEATHING EDGES NOT FRAMING WITH ADHESIVES MEETING SUPPORTED BY FRAMING MEMBERS. ROOF SHEATHING APA SPEC AFG-01 OR ASTM D3498. SHALL BE PROVIDED WITH RADIANT BARRIER. WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CALIFORNIA RESIDENTIAL & BUILDING CODES. 3. S.P.N. = SOLE PLATE NAILING. USE 16d BOX NAILS AT 16" oc, U.N.O. 4. [�> INDICATES SHEAR WALL. SEE THIS SHEET FOR SCHEDULE. ALL NAILING APPLIES FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O. 5. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS PER SN1 U.N.O. 6. USE DOUBLE FLOOR JOIST SUPPORTING NON —BEARING WALLS. 7. FOR FLOOR HOLD—DOWNS SEE DETAILS: SN2 8. WALL HEADER SCHEDULE HEADER SIZE MAX SPAN 44 DF #2 3'-0" 46 DF #2 6'-0" SHEAR WALL SCHEDULE SYM. MATERIAL PANEL NAILING S.P.N. @O A35 / LTP4 5/8" A.B. SPACING PLF NOTE 15/32" STRUCT. 1 W.S.P. 8d ® 6" oc E.N. 16d 32 » 48 280 P.I.I.= 32 16 @ 8d ® 6" oc F.N. 6" oc Panel 2 15/32" STRUCT. 1 W.S.P. 10d @ 6" oc E.N. 5/16" LAG 24 " 32 340 directly to framing @O P.I.I.= 32 16 D 10d @ 6" oc F.N. @ 7" oc OO S.P.N. = SOLE PLATE NAILING; USE COMMON NAILS or BETTER AT SPACING SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN. OO ALL EDGES SHALL BE BLOCKED. OO 3" NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING SHEAR PANELS. PROVIDE 2" min. NAIL EDGE DISTANCE AND STAGGER JOINT AND SILL PLATE NAILING. ® PROVIDE 2 LAYERS OF GRADE D PAPER BETWEEN PLYWOOD SHEAR PANEL AND EXTERIOR LATH. SHEAR WALL NOTE: 1. W.S.P. INDICATES WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CODE. 2. NAILS FOR WOOD STRUCTURAL PANELS SHALL BE COMMON NAILS. 3. NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING. 4. PROVIDE E.N. TO POSTS AT HOLD—DOWN LOCATIONS. 5, USE 2x STUDS @ 16" oc AT ALL SHEAR WALLS, U.N.O. 6. UNLESS NOTED OTHERWISE, ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE WITH 3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT OR PER SCHEDULE. 7. BOLT HOLES FOR HOLD—DOWNS SHALL BE A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. 8. APPROVED PLATE WASHERS SHALL BE USED AT ALL HOLD—DOWN CONNECTOR BOLTS. 9. HOLD—DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING WALL FRAMING. 10. USE 2—#15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD. FOUNDATION NOTE: 1. SEE SHEETS S1, SN1—SN2 FOR TYPICAL CONNECTION DETAILS. 2. FOUNDATION SILLS SHALL BE NATURALLY DURABLE ON PRESERVATIVE TREATED (PT) WOOD. FIELD —CUT, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE FIELD —TREATED PER AWPA M4. 3, HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRI❑R TO F❑UNDATI❑N INSPECTI❑N AND RE -TIGHTENED JUST PRI❑R TO C❑VERING THE WALL FRAMING. MINIMUM SIZE STEEL PLATE WASHER SCHEDULE: BOLT SIZE PLATE SIZE 1/2 in. 0.229" x 3" x 3" 5/8 in. 0.229 x 3" x 3" 3/4 in. 5/16" x 3" x 3" 7/8 in. 5/16" x 3" x 3" GENERAL NOTE: 1. CONTRACTOR TO VERIFY EXISTING FOUNDATIONS AND FRAMINGS. NOTIFY ENGINEER IF EXISTING FRAMINGS DO NOT MATCH WITH FRAMING PLAN. (N) SHEAR WALL PER PLAN (E) 2x STUDS @ 16"oc I (N) 5/8"0 ANCHOR BOLT W/ 10" MIN EMBEDMENT BELOW TOP OF SLAB W/ EPDXY TO (E) FOOTING. � I ANCHOR BOLT SPACED AT 4' OC. I I I I � � I I 2"I I ��(E) FOOTING USE SIMPSON EPDXY SET XP (ESR-2508) W/ CONT. SPECIAL INSP. REQ'D ANCHOR TO EXISTING FOUNDATION 1 (D_ TYP O 01 AT NEW FOOT'G, TYP S2 !; 1 N 12" FOOTING N�i EXISTING SLAB ON GRADE TO REMAIN & ADD 'REDGARD' WATERPR❑❑FING AS VAPOR BARRIER, ICC-ESR-1413, AS NEDED, APPLY SIKALEVEL P❑RTLAND CEMENT CONCRETE OVER (E) CONCRETE SLAB FOR CRACK SEAL AND LEVELING THEN APPLY REDGARD, u �e (E) ED C SET — — N Z J`ti V2 �0 1 1 s w o 81_0„ S2 1 (E) R S2 0 I 0� E 12" FOOTING HDU2 NON PSNf BEARING (N) KITCHEN Approved OR PERMIT ISSUANC taster ID: F H E E FOUNDED Lc: ate: FAMfLY WOM 1 y 040 G z o S2 'J 1 2 AT EXISTING 6'-6" SN FOOT'G, TYP A B �1r FOUNDAT ON PLAN \@ 1 /4 = 1 —0 @ e� �r,,nIST FLOOR FRAMING PLAN- 1/4" = 1 — 0 XISTI , NO CHANGE ❑ F UN ATI❑N / QROFESS C64806 EXP 6/30/2025 OF//CAL�FO�� Q z Q w p— C7 N z O W � z�Q U o -' J CV O -z= LLJ L- Q CL- w Lu =COCOQa/ 0 0 C(i E I+i Zw o q Wz � �o w H w w Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET si LEGEND: C — EXISTING WALL WITH 2x4 @ 16" OC NEW WALL WITH 2x4 @ 16" OC ® ® 4x4 POST, SEE DETAILS SN ® HOLD—DOWN WITH 4x4 POST, SEE DETAILS SN2 EXISTING 12"x24" CONTINUOUS FOOTING TO REMAIN NEW 24" DEEP CONTINUOUS FOOTING OVER 90% COMPACTED SUBGRADE OR ON NATURAL GRADE GENERAL NOTE: 1. CONTRACTOR TO VERIFY EXISTING FOUNDATIONS AND FRAMINGS. NOTIFY ENGINEER IF EXISTING FRAMINGS DO NOT MATCH WITH FRAMING PLAN. INDICATES NEW SLAB ON GRADE PER PLANS; 4" THICK MIN. CONCRETE WITH #4 BARS @ 16"oc, BOTH WAYS PLACED MID —HEIGHT IN SLAB OVER 2" THICK SAND OVER 10 mil. POLYVINYL CHLORIDE MEMBRANE (VAPOR BARRIER) OVER 2" THICK SAND OVER 90% COMPACTED SUBGRADE 22"00" ATTIC ACCESS W/ PULL —DOWN LADDER SUPPORTED BY DOUBLE CEILING JOIST ON ALL SIDES LEGEND: $4 INDICATES SPAN AND DIRECTION OF RAFTERS AND JOISTS LEGEND: 1. SEE SHEETS S1, SN1 & SN2 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. TYPICAL FLOOR SHEATHING: TYPICAL ROOF SHEATHING: 15/32" WOOD STRUCTURAL PANEL � 15/32" WOOD STRUCTURAL PANEL � 20' oc SPAN RATING T&G 32L16 SPAN RATING RATED STURD—I—FLOOR, EXPOSURE 1 RATTED SHEATHING EXPOSURE 1 B.N.: 10d AT 6" oc B.N.: 10d AT 6" oc E.N.: 10d AT 6" oc E.N.: 10d AT 6" oc F.N.: 10d AT 12" oc F.N.: 10d AT 12" oc USE RING SHANK NAILS or SCREW WHEN ROOFING SYSTEM REQUIRES, USE PLYCLIPS OR (N) SHEAR WALL PER PLAN NAILS AND GLUE SHEATHING TO SOLID BLOCKING AT ALL ROOF SHEATHING EDGES NOT (N) 2x STUDS @ 16"oc FRAMING WITH ADHESIVES MEETING SUPPORTED BY FRAMING MEMBERS. ROOF SHEATHING (N) 5/8" 0 ANCHOR BOLT W/ 10" MIN APA SPEC AFG-01 OR ASTM D3498. SHALL BE PROVIDED WITH RADIANT BARRIER. (N) 5/8" GYP BRD EMBEDMENT BELOW TOP OF SLAB W/ WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CALIFORNIA (N) 2x PLATE EPDXY TO (E) FOOTING. ANCHOR RESIDENTIAL & BUILDING CODES. BOLT SPACED AT 4' OC. 3. S.P.N. = SOLE PLATE NAILING. USE 16d BOX NAILS AT 16" oc, U.N.O. (N) 8" HIGH CURB @ LENGTH OF (E) 4. DINDICATES SHEAR WALL. SEE THIS SHEET FOR SCHEDULE. ALL GARAGE DOOR INFILL OPENING NAILING APPLIES FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O. x x- 5. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS PER SN1 U.N.O. _ 6. USE DOUBLE FLOOR JOIST SUPPORTING NON —BEARING WALLS. III= 7. FOR FLOOR HOLD—DOWNS SEE DETAILS: SN2 . 2 8. WALL HEADER SCHEDULE HEADER SIZE MAX SPAN 40 DF #2 3'-0" 46 DF #2 6'-0" SHEAR WALL SCHEDULE SYM. MATERIAL PANEL NAILING S.P.N. OO A35 LTP�j 5/// 8"8PAA G PLF NOTE 15/32" STRUCT. 1 W.S.P. 8d @ 6" oc E.N. 16d ® 32 48 » 280 P.I.I.= 32 16 (D 8d @ 6" oc F.N. 6" oc Panel directly to framing 715/32" 2 STRUCT. 1 W.S.P. 1Od @ 6" oc E.N. 5/16" LAG 24 32 " 340 1 P.I.I.= 32 16 OO 910d @ 6" oc F.N. @ 7" oc ,O S.P.N. = SOLE PLATE NAILING; USE COMMON NAILS or BETTER AT SPACING SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN. O2 ALL EDGES SHALL BE BLOCKED. OO 3" NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING SHEAR PANELS. PROVIDE 2" min. NAIL EDGE DISTANCE AND STAGGER JOINT AND SILL PLATE NAILING. ® PROVIDE 2 LAYERS OF GRADE D PAPER BETWEEN PLYWOOD SHEAR PANEL AND EXTERIOR LATH. SHEAR WALL NOTE: 1. W.S.P. INDICATES WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CODE. 2. NAILS FOR WOOD STRUCTURAL PANELS SHALL BE COMMON NAILS. 3. NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING. 4. PROVIDE E.N. TO POSTS AT HOLD—DOWN LOCATIONS. 5. USE 2x STUDS @ 16" oc AT ALL SHEAR WALLS, U.N.O. 6. UNLESS NOTED OTHERWISE, ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE WITH 3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT OR PER SCHEDULE. 7. BOLT HOLES FOR HOLD—DOWNS SHALL BE A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. 8. APPROVED PLATE WASHERS SHALL BE USED AT ALL HOLD—DOWN CONNECTOR BOLTS. 9. HOLD—DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING WALL FRAMING. 10. USE 2—#15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD. FOUNDATION NOTE: 1. SEE SHEETS S1, SN1—SN2 FOR TYPICAL CONNECTION DETAILS. 2. FOUNDATION SILLS SHALL BE NATURALLY DURABLE ON PRESERVATIVE TREATED (PT) WOOD. FIELD —CUT, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE FIELD —TREATED PER AWPA M4. 3, HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRI❑R TO F❑UNDATI❑N INSPECTI❑N AND RE —TIGHTENED JUST PRI❑R TO C❑VERING THE WALL FRAMING. MINIMUM SIZE STEEL PLATE WASHER SCHEDULE: BOLT SIZE PLATE SIZE 1 /2 in. 0.229" x 3" x 3" 5/8in. 0.229x3"x3" 3/4 in. 5/16" x 3" x 3" 7/8 in. 5/16" x 3" x 3" USE SIMPSON EPDXY SET ET-22 (ESR-2508) W/ CONT. SPECIAL INSP. REQ'D (N) 8" CURB AT (E) FOOTING J (N) SHEAR WALL PER PLAN (E) 2x STUDS @ 16"oc (E) 5/8" GYP BRD (N) 5/8"0 ANCHOR BOLT W/ 10" MIN EMBEDMENT BELOW TOP OF SLAB W/ (E) 2x PLATE EPDXY TO (E) FOOTING. ANCHOR BOLT SPACED AT 4' OC W/ 1ST BOLT 8" FROM PLATE ENDS; UNLESS EXISTING ANCHOR BOLT EXIST @ 4' OC. (E) FTG (E) FTG & WALL USE SIMPSON EPDXY SET ET-22 (ESR-2508) W/ CONT. SPECIAL INSP. REQ'D EXISTING WALL FOOTING 2 USE SIMPSON EPDXY SET XP (ESR-2508) W/ CONT. SPECIAL INSP. REQ'D 2x or 3x P.T. PLATE w/ 5/8"0 x 12" 2x STUDS @ 16"oc AB SPACING PER PLAN w/ FIRST BOLT 12" FROM PLATE ENDS E.N., TYP. AND 2" MIN. EDGE DISTANCE (N) #3 DOWEL 8" INTO (E) SLAB W/ EPDXY 00 6" MIN 00 (E) SLAB I I II I I I=1 I #3 SLAB DOWELS @ 18" oc ]124" (2) #5 TOP & BOTT. N O 2x R.R @ CALIF. FRMG w/ (216d TOE NAILS i_ pie i rn rvn 2x FULL BEARING WIDTH NAILER w/ (2) 16d to R.R. BI EXISTING 2x R.R. CALIFORNIA FRAMING CONN. POST CAP ECCSQ44 OR GALV. EPC44 OR " x 1"' STRAP TIE 88L & 1212L *1 Pal BEAM (SEE PLAN) RATER TIES PER AN W/ (5) 16d TO AFTERS O 44 KNEE BRACE W/ 1"x1" NOTCH & 22 x 5" LAG SCREW *_L_k KNEE BRACE AT ENTRY BEAM / POST 5 (N) PER PLAN E.N., TYP.— L 2x CRIPPLE WALL W/ SHEAR WALL PER PLAN 2x CJ w/ (1) 16d per STUD as OCCURS PER PLAN (N) PER PLAN E.N., TYP. L 2x CJ w/ (1) 16d per STUD as OCCURS PER PLAN 2x RAFTER w/ A35's @ 16"oc, U.N.O. on PLAN E.N. TYP. 2x PLATE W/ 16d @ 16" OC 2x CONT. BLOCKING W/ A35 @ 16" OC 2x CJ E.N. TYP. —FULL HT. SHEAR PANEL as OCCURS PER PLAN 2x RAFTER w/ A35's @ 16"oc, U.N.O. on PLAN CEILING BOTH SIDES as OCCURS PER PLAN ra (I IXI INTERIOR SHEAR WALL FULL HT. SHEAR PANEL as OCCURS PER PLAN 4 AT EXISTING FOOT'G, TYP 40 BEAM W/ BRACE AND 4 PER DETAIL 5 RR2:2x4 @ 16" W/ TIES FOR EN RR, SEE 14/SN1 44 BEAM W/ BRACE AND 4 PER DETAIL 5 AT NEW FOOT'G, TYP CONTRACTOR TO VERIFY FOR (E) 12"x24" FOOTING UNDER (E) GARAGE DOOR, IF NO (E) FOOTING, INSTALL (N) FOOTING PER 1/S2 c� Mw 10 I I SN1 #4 DOWELS @ 36" oc,- 12" TO (N) & 6" TO (E) FOOTING, SEE 4/SN2 I ---L 7'-0" ADU FOUNDATION PLAN 1 /4" = 1'-0" -17 B A ADU FRAMING PLAN - 0 1 /4„ = 1'-021 z EXISTING SLAB ON GRADE TO REMAIN & ADD 'REDGARD' WATERPR❑❑FING AS VAPOR BARRIER, ICC—ESR-1413, AS NEDED, APPLY SIKALEVEL P❑RTLAND CEMENT CONCRETE OVER (E) CONCRETE SLAB FOR CRACK SEAL AND LEVELING THEN APPLY REDGARD, A @ 16" OC 6@16"OC EXISTING ROOF FRAMING TO REMAIN x4 CJ TO 12" OC Approved FOR PERMIT ISSUANC Master I D: Date: / QROFESS N K C64806 EXP 6/30/2025 IS!,, OF//CAL�FO�� Q J Q O I— F-+ z W O N LL z LLj_j J z Z O -zzQQ ,L; O O U Cz �QQzLL LL Q O O Q CL_ ,.LJOOz� w =coCoQC) 0 W o q Wz � �o CIO w 0 x w w Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET S2 (E) STUDS, PLATE, SHEAR WALL & NAILING TO REMAIN 11 IT (E) FLOOR SHEATHING, II li FRAMING, BLOCKING it TO REMAIN s T- -z- -- FZ I lill- 1441- 1tft' IIII IJUI � a 1111 E.N. --------L'L (N)/(E) HDR PER PLAN x ADD A35 ® 16" OC rWHERE (N) SHEAR WALL OCCURS PER PLAN (N) SHR WALL FLOOR PER PLAN (N) STUI SHEAR TRANSFER 16d @ 12"oc RUN PLYWOOD STAGGER, U.N.O. THRU at HOLDDOWNS TYPICAL STUD WALL CONNECTIONS J 4x4 POST w/ - HOLDDOWN BELOW ALT: 46 POST PLYWOOD SHEAR WALL - WHERE OCCURS; SEE PLANS PLAN VIEW 2x STUD WALL E.N. 2x w/ 16d NAILS @ 6"oc, to 4x POST, U.N.O. TYPICAL SHEAR WALL at INTERSECTION 6 2x ROOF RAFTER -- - - - - - - - - - - - - - - - - - - - - E.N., TYP. I I I CE ) TOP I (E) HEADERI ❑R (N) a-116d I I I I I I �T❑P PLATEIg EA. SIDE I I I I PLATES 1--------------- I I I I I I I 11 1 1 2x BLK'G. w/ 'A35's 1 -- - - - ; ; ®16" O.C.; UNLESS I I I I (N) 2x4 STUDS @ 16" ❑C. NOTED PER SCHD, ENTIRE I I I (N) 16d @ I W/ SHEATHING, GRADE D PERIMETER of HOUSE 1 I PAPER, METAL LATH AND 1116" ❑C. I I STUCCO OR SIDING TO E.N., TYP. I I I II I MATCH W/ (E) WALL I I I II I II I 11 BEAM PER PLAN II II ill/(E) I I I I I I I � E.N., TYP. I (E) FRAMING II I I I (E) B❑TT❑T I I & WALL I TO REMAIN II PLATE 11 II II LL----- J - - - - - - - - L------J1- 'A35's 2x BLK'G. w/ (N) 2-16d EA. SIDE TO ® 16" O.C.; UNLESS NEW SILL PLATE (TYP) NOTED PER SCHD ENTIRE DOOR & WINDOW INFILL DETAIL Iz E.N., TYP. 2x BLK'G.® 32"oc 4x44 FLAT FINGER ® 24"oc w/ (3) 16d per FINGER w/ (2) 16d ---- :(3) 8d per BLOCK i 2x RAFTER W/ A35>_� „ 16" OC OR PER PLAN / / / // 2x4 BRACES @ 48 OC E.N. W/ 3-16D EACH END � �� 2x CRIPPLE STUDS ® 16"oc ,�� 2x CEILING JOIST FULL HEIGHT SHEAR PANEL 2x BLOCKING �- 2x BLK'G OC W/ �X (3) 16d EA.. END PER BILKE.N. / BM PER PLAN RAFTER PARALLEL to EXTERIOR WALL 13 " E.N. SIMPSON 'ST22' @ 32 oc 2x RAFTER w/ SIMPSON LSU HANGER TO RIDGE 2x6 COLLAR TIE AT 32" Q o.c. w/ (9) 16d EA. � END to RAFTERS AO RAFTERS AT RIDGE TOP OF CEILING 2x JOIST (9) 16d's min. ® JST LAP BEAM; WHERE OCCURS 12" LAP + + + JrF + +I + + + I B� TYPICAL JOIST LAP 2x STUDS 14 PERIMETER of HOUSE E.N., TYP.- BEAM PER PLAN SHEAR WALL as OCCURS 2x CJ as OCCURS w/ (8) 16d per RAFTER, U.N.O. on PLANS SHEAR WALL as OCCURS TYPICAL RAFTER to EXTERIOR WALL 7 ALIGN RR DRAG- SIMPSON ST14 OR PER PLAN W/ 10d SINKER NAILS @ 2116 OC MIN WOOD BN: BOUNDARY _ _ = 1. LUMBER SHALL BE GRADED & DRESSED IN ACCORDANCE WITH NAILING WEST COAST LUMBERGRADING RULES, LUMBER MUST BE MARKED, FN: FIELD = _ _ _r = 2. ALL BEAMS, J❑ISTS, RAFTERS AND POSTS SHALL BE NO. 2 NAILING --- - DOUGLAS FIR, BEST OF GRADE. U.N.O. 2b, 4x10 OR LARGER BEAMS SHALL BE DOUGLAS FIR -LARCH WITH DENSE SELECT EN: EDGE STRUCTURAL GRADE. NAILING E 3x4 FLAT or 4 VERT BLKG at 3. ALL STUDS, PLATES, AND MISCELLANE❑US FRAMING SHALL BE GE JOINTS WHERE N❑. 2 D❑UGLAS FIR, BEST ❑F GRADE (BEARING WALLS WITH RAFTERS or K'D. DIAPHRAGM STUDS 9'-0"AND TALLER SHALL BE N❑. 1 D❑UGLAS FIR, BEST JOISTS, TYP = - _ _ ❑F GRADE). LLED OUT. E DETAIL W. 4, PLYWOOD DIAPHRAGMS; PRODUCT STANDARD PS 1-95, DOUGLAS 2'-0" MIN. WIDTH I, I FIR -LARCH, STRUCTURALI (❑R CDX). N❑TES1 6. ALL PLYWOOD SHALL BE DOUGLAS FIR STRUCTURAL 1. PLYWOOD 1. RUN LONG DIMENSI❑N OF PLYWOOD ACROSS (PERPENDICULAR SHALL BE STAMPED WITH IDENTIFICATI❑N INDEX AND SHALL TO) JOISTS AND RAFTERS. BE NAILED FACE GRAIN PERPENDICULAR TO SUPPORTS EXCEPT 2. STAGGER END J❑INTS 2'-0" MINIMUM. WHERE NOTED ❑THERWISE ON DRAWINGS. 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES, AND AS CALLED FOR ON DRAWINGS. 7. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL BE 4. SEE PLANS FOR NAILING. APPROVED BY THE INSPECT❑R PRI❑R TO C❑VERING WITH ROOF, 5. NAILS SHALL HAVE MIN. �" EDGE DISTANCE. FLOOR OR WALL C❑VERING. 6. ALL J❑ISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO C❑INCIDE WITH PLYWOOD. g S❑LID BL❑(KING OR BRIDGING SHALL BE PR❑VIDED AT 8'-0"❑N 7, USE TONGUE -AND -GROOVE PLYWOOD AT FLOORS UNLESS CENTER MAXIMUM FOR FLOOR AND ROOF FRAMING. S❑LID NOTED ❑THERWISE, BL❑CKING SHALL BE PLACED BETWEEN J❑ISTS & RAFTERS AT 8. SEE DETAIL "B" FOR FRAMING WHERE PLYWOOD J❑INTS ARE ALL SUPPORTS, OFFSET DUE TO RAFTER OR J❑IST LAP SPLICES, 9. STANDARD CUT WASHERS SHALL BE USED FOR ALL BOLTS IN EN, TYP. BLKG �- EN, TYP. TIMBER. BOLT HOLES IN WOOD SHALL BE 1/16 INCH ❑VERSIZE. 10. IN STUD WALLS, 2 INCH THICK FIREBLOCKING SHALL BE PROVIDE IN ACCORDANCE WITH CALIF. RESIDENTIAL CODE.. 2x4 BLK W/ J 11. SILL PLATES RESTING ON CONCRETE OR MASONRY WHICH ARE 16d @ 12" oc WITHIN 48 INCHES OF GRADE SHALL BE PRESSURE TREATED. RAFTER OR J❑IST TO J❑IST SILL WIDTH SHALL BE NO LESS THAN THE WIDTH OF THE DETAIL O DETAIL © STUDS AND SHALL FASTENED TO THE F❑UNDATI❑N WITH 5/8 INCH ROUND ANCHOR BOLTS AT 48" D.C. EXCEPT WHERE NOTED PYLWOOD DIAPHRAGM DETAIL: SIMPSON ® 48" o (2) 16d EA. END ROOF SHEATHING HIP BEAM BOUNDARY NAILING ® 6"OC OR PER PLAN END LENGTH SIMPSI 3' MIN @ 48" DRAG STRAPS: SIMPSON ST 2215 STRAP NO. OF NAIL END LENGTH ALLOW LOAD, lb CMST14 28 - 16d 26" 3245 CMSTCI6 50 - 16d 20" 4585 CS14 - 26 10d 15" 2490 DRAG CONNECTION BLOCKING W/ (3)-16d EACH SIDE JOIST OR BEAM) W/ SIMP. HUTF OR EGQ FOR PSL TOP PLATES STUD WALL OR POST O JOIST BEAM PER PER PLAN PLAN ST22 C�?J "JOIST OR BEAM 32" OC W/ SIMP. HUTF OR EGQ FOR PSL TYP. BEAM OR JOIST TO BEAM g 24" LAP TYP. 4" UNDERPIN TO SAME DEPTH AS (N) FOOTING @ INTERSECTION - NEW TO OLD FOOTING NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY #4 DOWELS @ 48" oc (N) TO (E) FOOTING W/ SET EPDXY (ESR-2508) CONT. SPEC. INSP. REQ'D (E) CONT. CONC. FOOTING 00 1-17 �z _10 PARALLEL to INTERIOR NORMAL to INTERIOR 2x4 BLOCKING @ 4' W/ o-la,A FArw Fein ❑THERWISE ON THE STRUCTURAL PLANS. 1 12, ALL BOLTS SHALL BE TIGHTENED PRI❑R TO NAILING OF WALL SHEATHING, STEEL SHIM PLATES SHALL BE ADDED BENEATH BEAMS AND HEADERS AT SUPPORTS WHERE SHRINKAGE HAS OCCURRED. 13, ALL NAILS SHALL BE COMMON WIRE UNLESS ❑THERWISE NOTED. 14. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% ❑FTHEIR WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH. ST PER PLAN 15, ALL NAILED FASTENINGS SHALL BE IN ACCORDANCE CRC TABLE R602.3(1) UNLESS NOTED ❑THERWISE IN THESE PLANS. 16. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH WITH 19% MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE LUMBER GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: PLATES, BLOCKING...................................................STD or BTR STUDS TO 10' IN HEIGHt.............................................STD or BTR STUDS OVER 10' IN HEIGHT..........................................No. 2, 875 Fb 2x RAFTERS, JOISTS...................................................No. 2, 875 Fb 4x BEAMS, HEADERS AND POSTS..................................No. 2, 875 Fb 44 POSTS, HEADERS................................................STD or BTR POSTS AND TIMBERS (6x AND LARGER).............................No. 1, 1200 Fb FLOOR JST or BOTT BEAMS AND STRINGERS (6x AND LARGER)..........................No. 1, 1350 Fb CHORD of TRUSS 17. UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PURPOSE INCLUDING, BUT NOT 1/2" CLR LIMITED TO, BRACING, SILLS OR CRIPPLE STUDS. 2x STUDS ® 16"oc EXTERIOR WALL FINISH 1/2" GYP BRD 2x PRESSURE TREATED FPLATE W/ 16" O SHOTPINS AT 16" OC 11 I-1 III-1 III-1 \-FLOOR SLAB TYPICAL NON -BEARING WALL DETAIL DOUBLE PLATE ►y111011►I:l�1,'1 PROVIDE ST6224 TIE BEAM OR WHERE SHEAR WALL HEADER PER PLAN WIDTH IS LESS THAN 4.5 TRIMMERS NAIL W/ 16d @ 12" 3-16d FOR 4x4 & 4x6 OC STAGGER. FOR 48 HDR 4-16d FOR 48 OR LARGE OR LARGER USE 2-TRIMMERS - - - - - - _____ NAILL ALL STUDS & CRIPP - - - 2-2x SILL WHERE �I TOGETHER 2/ 16d @ 24" OCCURS 0 OPENING I CONT. STUDS @ EACH EN 18. WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON LUMBER AFTER INSTALLATION. 19. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FIR. 20. EACH WOOD BASED STRUCTURAL -USE PANEL USED FOR DIAPHRAGM CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF AN ICC-APPROVED COMPLIANCE ASSURANCE AGENCY. 21. WOOD -BASED STRUCTURAL USE PANELS SHALL MEET THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 2-92, 'PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". ALL PANELS SHALL BE GLUED WITH EXTERIOR TYPE GLUE. 2D22. = 23. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 10' IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND A T A MAXIMUM SPACING OF 10' IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 24. TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4' MINIMUM AND BE NAILED PER THE DETAILS. 25. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 26. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, R PLASTER, ETC. 27. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY LES DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERS SHALL CONFORM TO OC CURRENT CODE. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO CURRENT CODES. OF 28. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. USE 2x BLOCKING AT CONVENTIONAL FRAMING AND I -JOIST BLOCKING AT I -JOIST FRAMING. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 29. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE FLOOR JOISTS. l TRIMMERS SUPPORT ON SILL PLATE 30. NAIL GUNS MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OF PLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING. TYPICAL DOOR/WINDOW OPENING 31. MICR❑LLAM (LVL): TRUS-J❑IST (By WEYERHAEUSER) WITH: 4'-0" min. ,, Fb=2600 psi, E=1900 ksi, ESR-1387 (LARR #25138 & #24878) (9) 16d EA. SIDE of 16d @ 16"oc PLATE SPLICE, TYP. BTWN. SPLICES ALT: SIMPSON 'ST22' TYP. at PLATES TYPICAL PLATE SPLICE at EXTERIOR WALLS & SHEAR WALLS 32. PARALLEL STRAND LUMBER (PSL); TRUS-J❑IST (By WEYERHAEUSER) WITH: Fb=2900 psi E=2000 ksi ESR-1387 (LARR #24878) 33. GLUED -LAMINATED LUMBER BEAMi DOUGLAS FIR, 24F - V8, 2400 Flo, 1800E Ell 34. TJI 360 and TJI 560 JOIST: TRUS-J❑IST (By WEYERHAEUSER) ESR-1153 (LARR #25138). O GENERAL NOTES; DESIGN DATA: 1. THE F❑LL❑WING NOTES APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. CODES: 2022 CALIFORNIA RESIDENTIAL, BUILDING, ELECTRICAL, MECHANICAL, PLUMBINC, GREEN, ENEGY C DES AND 2. DIMENSI❑NS HAVE PREFERENCE OVER SCALE. LOCAL AMENDMENTS. Apr 3. FRAMING C❑NDITI❑N NOT SPECIFICALLY SHOWN SHALL BE ROOF: DEAD LOAD = 13 PSF, LIVE LOAD = 20 PSF FRAMED MILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE FO R PERN MATERIALS. CEILINGi DEAD LOAD = 5 PSF, LIVE LOAD = 10 (No attic storagei install collar ties to 1.1mit attic 4. ALL WORK TO CONFORM TO THE CURRENT CALIFORNIA height to 42" as needed to cop ply Section 4.12.1 of RESIDENTIAL CODE ANY LOCAL ❑RDINANCES REQUIRED BY THE ASCE7-16.) DEPARTMENT OF BUILDING AND SAFETY, 5. CONTRACTOR MUST VERIFY ALL DIMENSI❑NS AND SITE FLOORDEAD LOAD = 15 PSF, LIVE LOAD 40 PSF C❑NDITI❑NS BEFORE STARTING WORK. OWNER TO BE N❑TIFIED OF ANY DISCREPANCIES. ANY ADDITI❑NAL DRAWINGS / REVISION Master I D: TO BE MADE BY THE DESIGNER UPON N❑TIFICATI❑N OF THE OWNER. Date: 6. NOTES AND DETAILS ON THE W❑RKING DRAWING SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES, 7. ALL C❑NDITI❑NS NOTED AS EXISTING OR SHOWN AS EXISTING ARE BASED ON THE BEST INF❑RMATI❑N AVAILABLE AT THE TIME OF PREPARATI❑N OF THESE DRAWINGS. NO WARRANTY IS IMPLIES AS TO THE ACCURACY OF SAME. THE BUILDER IS TO VERIFY SITE C❑NDITI❑NS, SHOULD C❑NDITI❑NS BECOME APPARENT THAT DIFFER FROM SHOWN, SEE NOTE 5. 8. THE CONTRACT DOCUMENT REPRESENT THE FINISH STRUCTURE REINFORCING STEEL: UNLESS NOTED ❑THERWISE. THEY DO NOT INDICATE THE METHOD 1. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED OF C❑NSTRUCTI❑N. THE BUILDER SHALL SUPERVISE AND DIRECT ASTM A185. SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85, THE WORK AND SHALL BE SOLELY RESP❑NSIBLE FOR ALL YIELD STRENGTH 60 KSI. C❑NSTRUCTI❑N MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. ❑BSERVATIONAL VISITS BY THE DESIGNER WILL BE MADE TO THE SITE WITH ADDITI❑NAL COST TO THE OWNER 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING BY WRITTEN REQUEST. PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. 9. BUILDER / OWNER TO PR❑VIDE A VALID WORKER'S COMPENSATION INSURANCE NUMBER, HOLDING HARMLESS CITY, 3. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND COUNTY, AND DESIGNER IN THE EVENT OF ANY INJURY OR CASUALTY. SPACING AS THE WLL/COLUMN REINFORCING UNLESS NOTED OTHERWISE. 10, APPROVED DRAWINGS D❑ NOT PERMIT THE VI❑LATI❑N OF ANY 4. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE EXISTING BUILDING CODES, LATEST EDITION OF THE CODE. 11. THERE SHALL BE NO TRENCHES ❑R EXCAVATI❑N 5'-O" OR MORE IN DEPTH IN WHICH A PERSON IS REQUIRED TO DESCEND OR FOUNDATION: ❑BTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA 1. NO USED DIVISION OF INDUSTRIAL SAFETY PRI❑R TO THE ISSUANCES OF 2. ALL FOOTINGS SHALL EXTEND DOWN 18" MINIMUM INTO NATURAL SOIL OR A BUILDING OR GRADING PERMIT, INTO APPROVED ENGINEERED FILL. FOUNDATIONS SHALL EXTEND NO LESS 12. THERE SHALL BE NO C❑NSTRUCTI❑N OR DEM❑LITI❑N OF ANY THAN 24" INTO NATURAL SOIL WHERE EXPANSIVE SOIL ARE ENCOUNTERED. BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36'-0" IN HEIGHT. 3. SIMPSON HOLD-DOWN WITH 44 POST OR OTHERWISE NOTED. 13. LAG BOLTS & WOOD SCREWS; 5" PR❑VIDE LEAD HOLE 70% OF THREADED SHANK DIA. FOR 4. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 8 SMOOTH SHANK P❑RTI❑N. SOAP, PARAFFIN OR OTHER DIAMETER STEEL ANCHOR BOLTS WITH A MINIUM EMBEDMENT OF 7" INTO APPROVED LUBRICANT SHALL BE USED ON THREADS THE CONCRETE. ANCHOR BOLT SPACING SHALL NOT EXCEED 6'. THERE INSTALLATI❑N SHALL BE BY SCREWING NOT HAMMERING. CARE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED SHALL BE TAKEN TO AV❑ID ❑NER T❑RQUING BOLT OR SCREW. NOT MORE THAN 12" OR LESS THAN 5" FROM EACH END OF THE PIECE. 14. EMERGENCY EGRESS FROM SLEEPING ROOMS SHALL CONFORM TO USE 3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT. 3x REQUIREMENTS SET FORTH IN SEC. R310 OF THE 2016 CRC. SILL PLATES MAY OCCUR. ADJUST BOLT LENGTH AS REQUIRED. 15, THESE NOTES SHALL BE USED IN C❑NJUNCTI❑N WITH THE 5. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE FOUNDATION INSPECTION. ATTENTION OF THE ENGINEER. 16. CONTRACTOR TO CALL ENGINEER OF RECORD FOR FRAMING 6. PLATE WASHERS ARE REQUIRED FOR ALL HOLD-DOWNS. ❑BSERVATI❑N TO VERIFY FOR C❑MPLIANCE WITH THE APPROVED DESIGNED PLANS AND DETAILS PRI❑R TO THE 7. THE FOLLOWING REQUIRE SPECIAL INSPECTION: C❑VERING ROOF/FLOOR DIAPHRAGMS AND WALLS. A. 3,000 PSI CONCRETE OR GRADE BEAM. 17. THE DRAWINGS AND SPECIFICATI❑NS REPRESENT THE FINISHED B. ALL EPDXY "SET" ANCHOR BOLTS PER PLAN. STRUCTURE, ALL BRACING, TEMPORARY SUPPORTS, SH❑RING, ETC. IS THE SOLE RESP❑NSIBILITY OF THE CONTRACTOR, 8. FOUNDATION SILL SHALL BE NATURALLY DURABLE OR PRESERVATIVE ❑BSERVATI❑N VISITS TO THE JOB SITE BY THE ENGINEER D❑ TREATED WOOD. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF NOT INCLUDE INSPECTI❑N OF C❑NSTRUCTI❑N PROCEDURES. THE PRESERVATIVE TREATED WOOD SHALL BE FIELD -TREATED PER AWPA M4. CONTRACTOR IS SOLELY C❑NDITI❑NS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS C❑NTINUOUS AND DETAILED INSPECTI❑NS, 9. PROVIDE A MINIMUM 26-GAUGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" 18. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN ABOVE PAVED AREAS. THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAYBE C❑NSIDERED FOR USE, PR❑VIDED PRI❑R APPROVAL IS ❑BTAINED FROM THE ENGINEER, PLAN CHECK N❑TESi CONCRETE: 1, ALL BOLT HOLES SHALL BE DRILLED 3�" TO �" ❑VERSIZE. 1. STRUCTURAL CONCRETE SHALL BE PROPORTIONED, MIXED AND TESTED IN 2. PLYWOOD DIAPHRAGMSi PRODUCT STANDARD PS1-95 D❑UGLASS FIR -LARCH, STRUCTURAL I OR CDX, ACCORDANCE WITH ACI 318-08, TO THE ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS (MINIMUM GRADE 'C'). 3. PARTICLE BOARD: ANSI A208,1-1989, MOISTURE PROTECTI❑N IS REQUIRED. 2. ALL REINFORCING STEEL SHALL BE DEFORMED TYPE CONFORMING TO ASTM 4. BEARING WALLS CAN NOT BE NOTCHED MORE THAN 257 OF THEIR A615 SPECIFICATION GRADE 60 FOR #6 AND LARGER BARS, AND GRADE WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40 #3, #4, #5, BARS. 407 OF THE STUD. 3. MINIMUM PROTECTION FOR STEEL SHALL BE AS FOLLOWS UNLESS 5. CONNECTOR SHALL HAVE L❑S ANGELES RESEARCH REPORT: SPECIFICALLY DETAILED OTHERWISE ON THE PLANS MIN. COVER HANGERS: IUS (RR25158), HU (RR24947, RR24818) ITT (RR24818, RR24949, RR25158) a. CONCRETE CAST AGAINST EARTH...............................................3" STRAPS; ST, MST (RR25119, RR25149, RR25281) b. CONCRETE CAST AGAINST FORMS BUT IN PERMANENT CS16 (RR25119), CMST14 (RR25293), SSTB24's (RR25248) CONTACT WITH EARTH OR WEATHER SHEAR PLATES: A35's, LS50's, LTP4's (RR25119, RR25293) #6 AND LARGER BARS.................................................................2" HOLDD❑WNS: PHD (RR25300), SSTB24 (RR25248), #5 AND SMALLER BARS.......................................................1-1/2" HDA, HTT (RR24818, RR25158, RR25293), c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT SPECIAL DEPUTY INSPECTI❑N1 WITH EARTH.SLABS, WALLS, JOISTS: SPECIAL DEPUTY INSPECTI❑N SHALL BE PR❑VIDED FOR THE #11 AND SMALLER BARS F❑LLOWING ITEMS .........................................................3/4" 1. EPDXY ANCHORAGE, 2. DIAPHRAGMS/SHEAR WALLS, INCLUDING NAILING, B❑LTING, BEAMS, COLUMNS: ANCH❑RING, AND OTHER FASTENING OF COMPONENTS OF THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ........ 1-1/2" SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" OR LESS ON CENTER, 3. CONCRETE WITH C❑MPRESSIVE STRENGTH EXCEEDING 2500 PSI. 4. LAP ALL REINFORCING STEEL AT ALL SPLICES AND CORNERS WITH CONTACT LAP SPLICES. STAGGER SPLICES OF REINFORCING STEEL IN SAME LAYER 6'-0" MINIMUM. MINIMUM CONTACT LAP SPLICES SHALL BE AS FOLLOWS: UNLESS DETAILED OTHERWISE ON PLANS: #3 BAR........................................................................................12" #4 BAR........................................................................................16" #5 BAR.......................................................................................20" #6 BAR.......................................................................................30" #7 BAR.......................................................................................34" #8 BAR.......................................................................................44" #9 BAR.......................................................................................54" 5. ALL ANCHOR BOLTS SHALL BE FABRICATED FROM MILD STEEL IN CONFORMANCE TO ASTM A307 SPECIFICATIONS. 6. CONTINOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED FOR CONCRETE f'c > 3000 PSI. 7. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. 8. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. 9. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. moved T ISSUANC / QROFESS �k��Q�p, N K rn Of C64806 EXP 6/30/2025 OF//CAL�FO�� Q 0 w CV LL O C7 U i J(3)LW Z W O OUO �-- O ~ lL � QQ In J Q z< �QI- 1u00z� w = co co Q O w o w q q H z FH Wz ¢ �o w 0 H � W r� DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET SN1 CITY OF SANTA ANA v_o TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND a bPE OF FASTENER SPACING AND LOCATION FLOOR 4-8d box (22" x 0.113"); or 21 Joist to sill, top plate or girder 3-8d common (22" x 0.131"); or3-1Od box (3" x 0.128"); or Toe nail 3-3" x 0.131" nails 8d box (22" x 0.113") 4" o.c. toe nail 22 Rim joist, band joist or blocking to sill or top 8d common (22" x 0.131"); or plate (roof applications also) 10d box (3" x 0.128"); or 6" o.c. toe nail 3" x 0.131" nails 3-8d box (22" x 0.113"); or 23 1" x 6" subfloor or less to each joist 2-8d common (22" x 0.131"); or3-10d box (3" x 0.128"); or Face nail 2 staples, 1" crown, 16 ga., 1j" long 24 „ 2 subfloor to joist or girder 3-16d box (32" x 0.135"); or 2-16d 32" 0.162" Blind and face nail common x 25 2" planks (plank & beam - floor & roof) 3-16d box (32" x 0.135"); or1» 2-16d (32 0.162") At each bearing, face nail common x 3-16d common (32" x 0.162") 4-10 box (3" x 0.128"), or 26 Band or rim joist to joist 4-3" x 0.131" nails; or End nail 4-3" x 14 ga. staples, i" crown Nail each layer as follows: 20d common (4" x 0.192"); or 32" o.c. at top and bottom and staggered. 10d box (3" x 0.128"); or 24" o.c. face nail at top 3" x 0.131" nails and bottom staggered on 27 Built-up girders and beams, 2-inch lumber layers opposite sides And: 2-20d common (4" x 0.192"); or Face nail at ends and 3-10d box (3" x 0.128"); or at each splice 3-3" x 0.131" nails 4-16d box (31' x 0.135"); or 28 Ledger strip supporting joists or rafters 3-16d common (3j" x 0.162"); or 4-10d box (3" x 0.128"); or At each joist or rafter, face nail 4-3" x 0.131" nails 29 Bridging to joist 2-10d (3" x 0.128") Each end, toe nail SPACING OF FASTENERS ITEM DESCRIPTION OF NUMBER AND a b, c Edges Intermediate BUILDING ELEMENTS TYPE OF FASTENER g h (inches) supports (inches) WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 30 3" Ills 6d common (2" x 0.113") nail (subfloor, wall)' 6 12' 8 2 8d common (2j" x 0.131") nail (roof) 31 32" - 1" 8d common nail (22" x 0.131") 6 12' 32 11" 1Il" $ 10d common (3" x 0.148") nail; or 6 12 8d (22" x 0.131") deformed nail Other wall sheathing9 33 2" structural cellulosic fiberboard sheathing 12 galvanized roofing nail, 16 head diameter, 3 6 or 1" crown staple 16 ga., 1" long 34 32" structural cellulosic fiberboard sheathing 1j" galvanized roofing nail, 16 head diameter, 3 6 or 1" crown staple 16 ga., 1J" long 35 „ 2 sheathings 12" galvanized roofing nail; staple galvanized, 7 7 gypsum 12" long; 14" screws, Type W or S 36 8" sheathings 1J" galvanized roofing nail; staple galvanized, 7 7 gypsum 18 long screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 6d deformed (2„ x 0.120;") nail; or 37" and less 8d common (22 x 0.131) nail 6 12 38" - Ills 8d common (22" x 0.131") nail; or 6 12 8d deformed (21' x 0.120") nail 39 10d common (3" x 0.148" ) nail; or 6 12 8d deformed (22" x 0.120") nail TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND a bPE OF FASTENER SPACING AND LOCATION WALL 16d common (32" x 0.162") 24" o.c. face nail 8 Stud to stud (not at braced wall panels) 10d box (3 x 0.128» ); or „ 3" x 0.131" nails 16 o.c. face nail Stud to stud and abutting studs at intersecting 16d box (32" x 0.135"); or 3" x 0.131" nails 12" o.c. face nail 9 wall corners (at braced wall panels) 16d common (32" x 0.162") 16" o.c. face nail 16d common (32" x 0.162") 16" o.c. each edge face nail 10 Built-up header (2" to 2" header with 1/2" spacer) 16d box (32" x 0.135") 12" o.c. each edge face nail 5-8d box (22" x 0.113"); or 11 Continuous header to stud 4-8d common (22" x 0.131"); or Toe nail 4-10d box (3" x 0.128") 16d common (32" x 0.162") 16" o.c. face nail 12 Top plate to top plate 10d box (3" x 0.128"); or „ 12 face 3" x 0.131" nails o.c. nail Double top plate splice for SDCs A-D2 with 8-16d common (32" x 0.162"); or seismic braced wall line spacing < 25' 12-16d box (32" x 0.135"); or 12-10d box (3" x 0.128"); or Face nail on each side of end 13 12-3" x 0.131" nails joint (minimum 24" lap splice length each side of end joint) Double top plate splice SDCs Do, D1 , or D2 ; 1 12-16d (3" x 0.135") and braced wall line spacing >_25' 2 16d common (32" x 0.162") 16" o.c. face nail 14 Bottom plate to joist, rim joist, band joist or 16d box (32" x 0.135"); or blocking>, panels) (not at braced wall p ) 3" 0.131" 12 o.c. face nail x nails Bottom plate to joist, rim joist, band joist or 3-16d box (32" x 0.135"); or 1» 3 each 16" o.c. face nail 15 blocking (at braced wall panel) 2-16d common (32 x 0.162); or 2 each 16" o.c. face nail 4-3" x 0.131" nails 4 each 16" o.c. face nail 4-8d box (22 " x 0.113"); or 3-16d box (3j" x 0.135"); or 4-8d common (22" x 0.131"); or Toe nail 4-1Od box (3" x 0.128"); or 4-3" x 0.131" nails 16 Top or bottom plate to stud 1 3-16d box (32„ x 0.135» ); or 2-16d common (32" x 0.162"); or End nail 3-1Od box (3" x 0.128"); or 3-3" x 0.131" nails 3-10d box (3" x 0.128"); or 17 Top plates, laps at corners and intersections 2-16d common (32" x 0.162"); or Face nail 3-3" x 0.131" nails 3-8d box (22" x 0.113"); or 18 1" brace to each stud and plate 2-8d common (22" x 0.131"); or2-1Od box (3" x 0.128"); or Face nail 2 staples 14" 3-8d box (22" x 0.113"); or 19 1"x 6" sheathing to each bearing 2-8d common (22" x 0.131"); or 2-1 Od box (3 X 0.128 ); or Face nail 2 staples, 1" crown, 16 ga., 13" long 3-8d box (22" x 0.113"); or 3-8d common (22" x 0.131"); or 3-10d box (3" x 0.128"); or 3 staples, 1" crown, 16 ga., 1i" long 20 1"x 8" and wider sheathing to each bearing Face nail Wider than 1" x 8" 4-8d box (22" x 0.113"); or 3-8d common (22" x 0.131"); or 3-1Od box (3" x 0.128"); or 4 staples, 1" crown, 16 ga., 1j" long #4 DOWELS @ 36" oc, 12" TO (N) & 6"TO (E) FOOTING W/ SET EPDXY CONT. SPEC. INSP. REQ'D (E) 2x STUDS ® 16"oc 4x POST (N) SLAB (N) 5/8" 0 ANCHOR PER SHR "A34" CLIP PER PLAN WALL W/ 10" MIN EMBEDMENT 2 SIDES BELOW TOP OF SLAB EPXOY TO PLATE TO (E) FOOTING W/ SIMPSON EPDXY SET ET-22. x III= I=11 o z 2" (E) FOOTING NEW SLAB PER PLAN I (E) FOOTING POST AT CONTINUOUS FOOTING J ANCHOR TO EXISTING FOUNDATION SHEAR WALL SHEAR WALL AT SHEAR WALL PER PLAN PANELS AROUND OPENING PER PLAN \ HDR/BM 3 SHEAR WALL OPENING \\ i 3 x i\ i i 1. 2x STUDS @ 16" OC 2. 2x BLOCKING ALONG ENTIRE LENGTH OF STRAP. 5 3. SIMPSON CS14 STRAP ON ENTIRE LENGTH OF SHEAR WALL. 4. PLYWOOD SHEAR WALL PER PLAN, APPLY AT EACH SIDE OF WINDOW AND ALSO AT ABOVE AND BELOW WINDOW OPENING. U 5. SILL FLAIL NAILING OR BOL I ING PER SHEAR WALL SCHEDULE. 6. HOLD-DOWN PER PLAN. L D D i) TABLE R602.3(1) FASTENING SCHEDULE FOOTNOTES a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for fra ing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch butnot larger than 0.177 inch, and 10 ksi for shank Ap diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. FOR PER c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches pr greater. d. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Master ID: f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roo s athi g to gable end wall framing shall be spaced 6inches on center. Where the ultimate design wind speed is greater than 1 0 I$ for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimu 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND a bPE OF FASTENER SPACING AND LOCATION ROOF 4-8d box (22" x 0.113"); or 1 Blocking between ceiling joists or rafters to top plate 3-8d 3-10d common (22" x 0.131 "); or box (3 x 0.128» ); or Toe nail 3-3" x 0.131" nails 4-8d box (22" x 0.113"); or 2 Ceiling joists to top plate 3-8d 3-10d common (22" x 0.131"); or box (3 x 0.128 ); or Per joist, toe nail 3-3" x 0.131" nails Ceiling joist not attached to parallel rafter, laps 4-10d box (3" x 0.128"); or 3 over partitions [see Sections R802.3.1, R802.3.2 3-16d common (32" x 0.162"); or Face nail and Table R802.5.1(9)] 4-3" x 0.131" nails Ceiling joist attached to parallel rafter (heel joint) 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail R802.5.1(9)] 5 Collar tie to rafter, face nail or 1" x 20 ga. 4-10d 3-10d box (3" x 0.128"); or common (3" x 0.148"); or Face nail each rafter ridge strap to rafter 4-3" x 0.131" nails 3-16d box nails (32" x 0.135"); or 2 toe nails on one side and 6 Rafter or roof truss to plate 3-1Od common nails (3" x 0.148"); or 1 toe nail on opposite side 4-1Od box (3 x 0.128 ); or of each rafter or truss' 4-3" x 0.131" nails 4-16d (32" x 0.135"); or 3-1Od common (32" x 0.148"); or 4-1Od box (3" x 0.128"); or Toe nail Roof rafters to ridge, valley or hip rafters or roof 4-3" x 0.131" nails 7 rafter to minimum 2" ridge beam 3-16d box (32" x 0.135"); or 2-16d common (32" x 0.162"); or End nail 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails HOLDOWN MODEL ANCHOR DIA. MIN. EDGE DIST. MIN. EMBED. DEPTH HOLE DIAMETER STUD BOLTS SIMPSON EPDXY ET-22 SIMP. HDU2 SSTB16 OR 5/8" THREADED ROD 1 10" 5/8" + 1/16" 6-SDS3 L.A. R.R. SIMP. HDU4 5/8" THREAD DR ROD 1 12" 5/8" + 1/16" 10-SDS3 #25185 NEW 4 x 4 POST AS PER PLAN BP 5/8 BEARING - PLATE LARR #25293 P.T. SILL PLATE SHEAR WALL PANEL AS PER PLAN SIMPSON HILDOWN AS PER PLAN AND ABLE ABOVE SIMPSON EI LARR #252 INSPECTION HOLDOWN TO EXISTING FOUNDATION XY-SET CONT. EQUIRED 2 HOLDOWN MODEL ANCHOR DIAMETER MIN. EDGE DIST. MIN. EMBED. DEPTH HOLE DIAMETER Tensile Value #25528 BEARING PLATE SIMP. HDU2 SSTB16 OR 5/8" THREADED ROD 1 3/4" 12 5/8" 5/8" + 1/16" 2306# 21/'21/2" X 3° SIMP. HDU4 5/8 STB16ADEDR ROD 1 3/4" 1 12 5/8" 5/8" + 1/16" 3424# 2 1/2` 3' x'1/2" NEW 44 POST - BP 5/8 BEARING PLATE LARR #25293 F P.T. SILL PLATE- 0 w m w EXTERIOR - GROUND z LEVEL SHEAR WALL PANEL AS PER PLAN SIMPSON HDA AS PER PLAN AND TAB_E ABOVE SIMPSON "SSTB" PER PLAN LARR #25248 OSTRAPS at SHEAR WALL OPENING O HOEDOWN O moved T ISSUANC / QROFESS/§v \ A K ` �G LU C64806 rn EXP 6/30/2025 V �F OF//CAL�FO� Q [-1 w N W U on (\ J o'6 LLJ Q i �N- J Q Z WOOvo LIJ O C/nnQQ H CL- LLJ I'D 0 U 0 R// W =co00 I+i W o q Wz � �o w w W Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET SN2 Yi CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MEASURES CITY OF SANTA ANA v_o yl 101.2 Purpose. The Green Code is to improve public health, safety, and general welfare by enhancing the design and construction of buildings with reduced negative environmental impact and encouraging sustainable construction practice as follows) Division 4.1 Planning and Design. To protect, restore, enhance the environmental quality of the site and respect the integrity of adjacent properties. Division 4.2 Energy Efficiency, To meet California Energy Standard. Division 4.3 Water Efficiency and Conservation. To establish the means of conserving water used indoors (at least 20% percent reduction), outdoors, and in wastewater conveyance. Division 4,4 Material Conservation and Resource Efficiency. To achieving material conservation and resource efficiency through protection of building from exterior moisture, construction waste diversion, and employment of approved techniques during construction. Division 4.5 Environmental Quality. To reduce the quantity of air contaminants. 101.3 Scope. The Green Code shall apply to only newly constructed building and structure. 202 Application. The Green Code shall be used for residential building or/and low-rise residential building with occupancy group R of six stories or less, or that is a one- or two-family dwelling or townhouse. 101.5 Referenced Applicable Codes. 2022 California Building Code, 2022 California Plumbing Code, 2022 California Mechanical Code, 2022 California Electrical Code, 2022 California Building Energy, and Local Municipal Code, I. PLANNING AND DESIGN - Site Development 4.106.2 A plan is developed and implemented to manage storm water drainage during construction, 4.106,3 The site shall be planned and developed to keep surface water away from buildings, Construction plans shall indicate how site grading or a drainage system will manage all surface water flows. Topsoil shall be protected or saved for reuse as specified in this section. Displaced topsoil shall be stockpiled for reuse in a designated area and covered or protected from erosion. Notes Protection from erosion Includes covering with tarps, straw, mulch, chipped wood, vegetative cover, or other means acceptable to the enforcing agency to protect the topsoil for later use. Post -construction landscape designs shall accomplish all of the following) 1, Areas disrupted during construction are restored to be consistent with native vegetation species and patterns. 2. Limit turf areas to the greatest extend possiblei Not more than 507 of the total landscaped area. Permeable paving Is utilized for the parking, walking, or patio surfaces In compliance with the followings Not less than 20 percent of the total parking, walking, or patio surfaces shall be permeable. II. Energy Efficiency 4,2011 Low-rise residential buildings shall meet or exceed the minimum standard design required by the California Energy Standards. III, WATER EFFICIENCY AND C❑NSERVATI❑N Indoor Water Use 4,303A Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following; 1. Water closets shall not exceed 1.28 gallons per flush, 2. Urinals shall not exceed 0.125 gallons per flush, 3. Showerheads shall have a maximum flow rate of note more than 1,8 gallons per minute at 80 psi, 4. Multiple showerheads serving one shower shall not exceed 1,8 gallons per minute at 80 psi, 5. Lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi and minimum flow rate of 0.8 gallons per minute at 20 psi, 6 Kitchen faucets shall not exceed 18 gallons per minute at 60 psi VOC AND FORMALDEHYDE LIMITS 2022 California Green Buildina Code The trbles below ere hd- tvm the 2022 Cv1ku a Gheen Bu&ft Cads Tidies 4.904.1. 4.504$ 4.504.3. 4.504.5. 9.904A.1, SM4A.2. 5.904A.3. 5.504Ab VOC CORiBiT LIrft FOR ARCIINECTURAL OOAT1 SEALANTvvc LSIiR 9 �1*V=p►N�d0m6� L�WMr0dLmlS=W0Ww=P00WNti�a Lir COATM CATEGCW CIARRENT L1W Fhd 50 Nor"Caseve too 150 SPEGULTY COA71N= Akminm rod cambW 400 BwerTHE 400 Bittmmn rod oxglihip 50 Bamirow rod PTMM 350 Bad Bredo m 350 Carcrow oAft cwmmncb 350 CongroWreenowunim 100 odwWaymeiders So 150 Fe= flnWdno andnip 350 Fie realrvhe comdrim 350 FilowcaeOW too Fa ..Hdeene atemwells 250 arts 500 420 Inrrretdi.eaho n weand 250 Law a01de acefi 120 Meonedle anims coWnas 450 Meeftuxureamedfillp 100 Mnn■c pkpwted caidirm Soo Mdlb AN aodngn P ebool wit wampdre@ra 250 420 Pdoum Sambre, and hahI Reac" pumebeftV sadere 100 350 250 Ratomfiny 50 RIffi peruerfflm conOw 250 Shd= Clear opeam 730 550 ww" and w4mm bra too 9taiw 250 86" ConodMwhOr 450 340 Trslfic t00 Tub end file refresh COM&W 420 meeArerhes 250 Wood apednw 275 Wbod 350 Ino ride primm 340 PRODUCT CURRENT LS1fT Hemt=ud ftwoud veneer cam OA6 Hardwood pPyomW cangmeft core 0 06 PWbck bond aim Medurn doreft fbWb0erd 0.11 Thih rtwdiun 1.VAmh0r1d11sdrdwdeanamMWa &ItoOd0mftA&Fbs AF Tad Md ld� err ttinoir WWW bdnd 0.13 1&mK In ommemm rF ANTM E SEALANTS CURRENT VOC LIAR Mdibmati 250 NWWRE hero roof 300 PANkm 250 rodmerttrrene 450 00hw 420 SEALANT PN■AERB Ahditrcbd Pbrwe 250 775 ModILed bibmihmw 500 Mrrinedw* 700 Odw 750 s "W .may - "v . n�rer� s �a�CealAtO�rrw�d awst wi 1/el AOMSNE VOC LSAT >s ARCHTECTUtAL APPLEA710N8 CURRENT VOC Mff Indoor cerput adhesives 50 Cerpat pod adrawree 50 otak"Curpot adhesives 150 Wood flowing adhesives 100 Rhbber few adheivee 80 Shbba adhesives 50 Ceramic fie adhaives 85 VCT and aepheft tin adhesives 50 Dwad and penol adhesives 50 Cove bees edhasrivee 50 Liftupose 0a atric6m edhsivm 70 S6umrd gbzkv admdvw 100 rod reont ns adhodOoe 250 Oder adm*Aw not spodftft bled 50 SPECIALTY APPLICATIONS PVC WMIng 510 CPVC wddb 4W ABs 325 PwAfteermm"Weimy 250 Ad+wve pfimw for pkedic 550 Carden Who" 80 oorhlect edwiwve 250 Sbuebral wood muffs n no edhewve 140 Top and bin ednwve 250 W087MTE SPECFIC APPLICATIONS Mebt b rrheYel 30 PReefic 1110arm 50 Paws rrhMariel 50 Wood 30 80 vocooa.rdh�s.,+..d. 2 ra roffiodh 0 on VOC anod vpm� 1t #a ldr.s 6Ui rx.lAr-1�4� Cebu R b 113L Outdoor Water Use THE FOLLOWING REPRESENT THE MINIMUM STANDARDS OF GOOD HOUSEKEEPING THAT MUST BE IMPLEMENTED ON ALL CONSTRUCTION 4.304A New residential development with an aggregate landscape area equal to SITE: or greater than 500 sf shall comply with local water efficient landscape 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA ordinance or current MWELO, whichever is more stringer. SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES OR WIND. IV. MATERIAL C❑NSERVATI❑N AND RESOURCE EFFICIENCY 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM Enhanced Durability and Reduced Maintenance THE SITE BY THE FORCES OF WIND OR WATER. 4.406,1 Joints and openings. Annular spaces around pipes, electric cables, conduits or other openings In plates at exterior walls shall be protected against the 3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO passage of rodents by closing such openings with cement mortar, concrete CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE masonry or similar method acceptable to the enforcing agency. WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED Construction Waste Reduction, Disposal and Recycling INTO THE DRAINAGE SYSTEM. 1 The construction waste reduction of at least 65 percent of the nonhazardous construction and demolition debris, or meet a local construction and 4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE nonhazardous demolition waste management ordinance. PROJECT SITE. Building Maintenance and Operation 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS 4.410.1 An operation and maintenance manual shall be provided to the building SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. occupant or owner. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT V. ENVIR❑NMENTAL QUALITY CONTAMINA110N OF RAINWATER AND DISPERSAL BY WIND. Fireplaces 4,5031 Any installed gas fireplace shall be a direct -vent sealed -combustion type, 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE Any installed woodstove or pellet stove shall comply with US EPA Phase II emission ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL Limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. with applicable local ordinances. Pollutant Control 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 4.504.1 Duct openings and other related air distribution component openings shall be covered during construction. 4.504,21 Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits, 4.504.2,2 Paints, stains and other coatings shall be compliant with VOC limits. 4.504,2.3 Aerosol paints and coatings shall be compliant with product weighted MIR Limits for ROC and other toxic compounds 4,504,2A Documentation shall be provided to verify that compliant VOC limit finish materials have been used, TWO (2) BAGS HEIGHT & 4.504,3 Carpet and carpet systems shall be compliant with VOC limits. 4,504.4 80 percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined In the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the Resilient Floor Covering Institute (RFCI) Floor Score program. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used In interior finish systems shall comply with low formaldehyde emission standards. - z Interior Moisture Control 4.505,2 Vapor retarder and capillary break is installed at slab on grade FINISH GRADE FINISH GRADE foundations, 4,505,3 Moisture content of building materials used in wall and floor framing is Iu checked before enclosure. SECTION 1-1- Indoor Air Quality and Exhaust z a_ U C3J ' WCD �. cn � � J w � �U ' r 4.506.1 Exhaust fans which terminate outside the building are provided in every } CONSTRUCT SAND BAG EROSION CONTROL PER CASQA BMP SE-6 ALONG PROPERTY bathroom, LINE OR PER PLAN. THE SAND BAGS SHOULD BE 18" IN LENGTH, 12" IN WIDTH AND Environmental Comfort 3" IN THICKNESS WITH MASS OF APPROXIMATELY 33 LBS. 4.507.2. Heating and A/C systems shall be sized, designed and have their equipment selected per the current Energy Code, VI. INSTALLER AND SPECIAL INSPECT❑R TYPICAL SECTION - SAND BAG Qualifications A 702.1 HVAC system installers are trained and certified in the proper installation N.T.S. of HVAC systems, 702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting. 8" MIN Verifications SLOPE FIBER ROLL 7031 Verification of compliance with this code may Include construction documents, VARIES plans, specifications of builder or installer certification, inspection reports, or �� other methods acceptable to the enforcing agency which show substantial conformance, `r i N❑TES1 N PLUMBING FIXTURE FLOW RATES, STANDARDS AND FIXTURE Z FITTINGS SHALL COMPLY WITH THE F❑LL❑WING TABLES1 PLUMBING FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT > 20% REDUCTION SHOWERHEADS 1.8 gpm @ 80 psi LAVATORY FAUCETS 1.2 gpm @ 60 psi KITCHEN FAUCETS 1.8 gpm © 60 psi GRAVITY TANK -TYPE WATER CLOSETS 1.28 gallons/flush (both single & dual flush) STANDARDS FOR PLUMBING FIXTURE AND FIXTURE FITTINGS FIXTURE TYPE REQUIRED STANDARDS SHOWERHEADS: MAXIMUM FLOW ASME A112.18.1/CSA 6125.1 RATE - 2.5 gal LAVATORY FAUCETS: MAXIMUM ASME A112.18.1/CSA 13125.1 FLOW RATE - 1.5 gal U.S EPA WATERSENSE TANK -TYPE WATER CLOSETS: TANK -TYPE HIGH -EFFICIENCY TOILET SPECIFICATION ENTRENCHMENT DETAIL N.T.S. FIBER ROLLS PER CASQA SE-5 B N.T.S. vq A SO S sQz (E) LANDSCAPING I � I ♦ (E) LANDSCAPING / �411 / ♦ cD Co / / Z 0 / ♦ �Q / / / ♦ . I E CONCRETE PAVING (F. (E) LOT DRAIANGE (E) � AUSCP.PING (E) 6' HT CMU FENCE GRADING PLAN NOTES: 1. GRADING FOR FOOTING EXCAVATION: CUT=2 CY, FILL=2 CY, EXPORT=O CY PROVIDE SAND BAG BERM PER DETAIL A; OR FIBER ROLL PER DETAIL B; UNLESS (E) CMU WALL EXIST ALONG R. DRAINAGE PLAN- 2. AS NECESSARY TO PRETEND STORM WATER WITHIN SITE CONSTRUCT SAND BAG ER❑SI❑N CONTROL ALONG THE PROPERTY LINE AS SHOWN ON THE PLAN, THE SAND BAGS SHOULD BE 10" WIDE AND 10" HIGH. MINIMUM. 3. CONSTRUCT STABILIZED C❑NSTRUCTI❑N ENTRANCE PER BMP ESC-24. (MINIMUM 6' THICK OF 1" TO 3° COARSE AGGREGATE) 4. GRADE EXTERI❑R SURFACE S❑ THAT WATER DRAINS AWAY FROM THE BUILDING AND AWAY FROM ADJACENT PR❑PERTIES AT 6" FALL WITHIN THE FIRST 10 FEET (5% MIN) SLOPE. 5. ALL CONCENTRATED DRAINAGE TO BE CONVEYED TO THE STREET VIA N❑N-ER❑SIVE DEVICES. 6, DIRECTI❑N OF DRAINAGE FLOW LINE; DRAIN ADJACENT GRADE TO THIS FLOW LINE AT #% SLOPE. NEW #% EXISTING_ SLOPE #1 SLOPff Approved FOR PERMIT ISSUANC Master ID: Date: EXISTING CONCRETE DRIVEWAY EXISTING CONCRETE DRIVEWAY U z a- Q U rn 0 z Q J w Iw U =z w LL LU U 2t7J �O Q?,pF KSS ION9l rr ) i m C64806 c EXP 6/30/2025 Ld �Z sT CV _ 9TF OF A1-\F CD v U n� I� 0 w N LU O LLJ i J N Z O wOOU►- zZ � CL/ Q^ �QQzz _ >-> � H n Q W w L, = O CO O COQ_j z 0 IO--i w 1 Q H FH O xv C H W w Q DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: SHEET CG1 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 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 4.2 ENERGY EFFICIENCY DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 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.html 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. 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 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 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. 4.303.2 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. 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 USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 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: 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/ 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 NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. 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 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. 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) 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. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 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 commercial power supply. 1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 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 minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 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". 4.106.4.2 New multifamily dwellings. If residential parking is available, 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 EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 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. 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. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV 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 EV 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 11B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3. Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11B. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The 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 EV spaces, but not less than one EV space, shall 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. 4.106.4.2.3 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 proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify 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 the full rated amperage of the EVSE. 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 concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 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. 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. 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 I-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. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 and over 6 percent of total 4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RE M A R K S DA T E DRAWN BY:F.L. AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:F.L. RE V I S I O N S PCN #: CG2 AD D R E S S : OW N E R : SH E E T CO N T E N T : CA L G R E E N C H E C K L I S T CO N T R A C T O R YE S NO T A P P L I C A B L E NO T A P P L I C A B L E NO T AP P L I C A B L E NO T A P P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R CO N T R A C T O R YE S NO C H A N G E NO T A P P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R NO T A P P L I C A B L E NO C H A N G E NO T A P P L I C A B L E NO C H A N G E NO T A P P L I C A B L E NO T A P P L I C A B L E NO T AP P L I C A B L E NO T AP P L I C A B L E C64806 F RA N K L I U ê ê EXP 6/30/2025 HO U S E A D D I T I O N & G A R A G E T O A D U TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 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 O³/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. 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. 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 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. 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, ACI 302.2R-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. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 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 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 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). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 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 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 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. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor AdvantageTM Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 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 comply with one or more of the following: 1. Products compliant with 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 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet 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 1.1, February 2010 (also known as Specification 01350). 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. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RE M A R K S DA T E DRAWN BY:F.L. AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:F.L. RE V I S I O N S PCN #: CG3 AD D R E S S : OW N E R : SH E E T CO N T E N T : CA L G R E E N C H E C K L I S T YE S CO N - TR A C T O R NO T AP P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S C64806 F RA N K L I U ê ê EXP 6/30/2025 HO U S E A D D I T I O N & G A R A G E T O A D U TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 RE M A R K S DA T E DRAWN BY:KT AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:KT RE V I S I O N S PCN #: T24-1 AD D R E S S : OW N E R : SH E E T CO N T E N T : TI T L E 2 4 - E N E R G Y C64806 F RA N K L I U ê ê EXP 6/30/2025 HO U S E A D D I T I O N & G A R A G E T O A D U TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 RE M A R K S DA T E DRAWN BY:KT AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:KT RE V I S I O N S PCN #: T24-2 AD D R E S S : OW N E R : SH E E T CO N T E N T : TI T L E 2 4 - E N E R G Y C64806 F RA N K L I U ê ê EXP 6/30/2025 HO U S E A D D I T I O N & G A R A G E T O A D U TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 RE M A R K S DA T E DRAWN BY:KT AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:KT RE V I S I O N S PCN #: T24-3 AD D R E S S : OW N E R : SH E E T CO N T E N T : TI T L E 2 4 - E N E R G Y C64806 F RA N K L I U ê ê EXP 6/30/2025 HO U S E A D D I T I O N & G A R A G E T O A D U TH E P H A M R E S I D E N C E 48 0 6 W J A S O N L N , 48 0 6 W J A S O N L N , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 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: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): 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 (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   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 140-feet from the fire access roadway? *(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 enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(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 contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   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 set by local ordinance? *(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 sf, and ADU’s). *(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 defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(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) 573-6100 SFR 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 STRUCTURAL CALCULATIONS FOR ADDITION PROJECT:THE PHAM RESIDENCE 4806 W JASON LN SANTA ANA, CA 92704 DATE:1/28/2025 UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. STRUCTURAL LOADS: Roof weight (psf):Balcony (psf): Tile Roofing =8 psf Decking =3 psf Sheating =1.5 psf Sheating =2 psf Rafters =1.5 psf Joist =6.5 psf Misc. =2 psf Dry wall 2.5 psf Total Dead Load =13 psf Misc =1 psf Live Load =20 psf Total Dead Load =15 psf Live Load =40 psf Ceiling weight (psf): Ceiling Joist =1.5 psf Gypsum Broad =2.5 psf Insulation =1 psf Total Dead Load =5 psf Live Load =10 psf Floor weight (psf): Flr. Jst. =4 psf Sheating =2 psf Misc. =2.5 psf Finish Flr'g =7.5 psf Total Dead Load =16 psf Live Load = 40 psf Wall weight (psf): Stucco =9 psf Studs =2 psf Insulation =1 psf Drywall =3 psf Total Dead Load=15 psf Wall Height=8 ft Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:(E)2x12 Beam Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ln (1-28-2025).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0160, L = 0.040 ksf, Tributary Width = 7.50 ft, (Floor/Balcony weight) Load for Span Number 2 Uniform Load : D = 0.0160, L = 0.040 ksf, Tributary Width = 7.50 ft, (Floor/Balcony weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.693: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 6.800 ft 117.60 psi= = 1,035.00 psi 2x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 2x12 Maximum Shear Stress Ratio 0.653 : 1 5.888 ft= = 716.80 psi Maximum Deflection 34362 >=3602104Ratio =24544 >=240 Max Downward Transient Deflection 0.028 in 2946Ratio =>=360Max Upward Transient Deflection -0.002 in Ratio = Max Downward Total Deflection 0.039 in Ratio =>=240Max Upward Total Deflection -0.003 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 6.80 ft 1 0.220 0.207 0.90 1.000 1.15 1.00 1.00 0.54 204.80 931.50 0.38 162.001.00 33.60 1.00Length = 3.0 ft 2 0.220 0.207 0.90 1.000 1.15 1.00 1.00 0.54 204.80 931.50 0.25 162.001.00 33.60 1.00+D+L 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.693 0.653 1.00 1.000 1.15 1.00 1.00 1.89 716.80 1035.00 1.32 180.001.00 117.60 1.00Length = 3.0 ft 2 0.693 0.653 1.00 1.000 1.15 1.00 1.00 1.89 716.80 1035.00 0.87 180.001.00 117.60 1.00+D+0.750L 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.455 0.429 1.25 1.000 1.15 1.00 1.00 1.55 588.80 1293.75 1.09 225.001.00 96.60 1.00Length = 3.0 ft 2 0.455 0.429 1.25 1.000 1.15 1.00 1.00 1.55 588.80 1293.75 0.72 225.001.00 96.60 1.00+0.60D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.074 0.070 1.60 1.000 1.15 1.00 1.00 0.32 122.88 1656.00 0.23 288.001.00 20.16 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:(E)2x12 Beam Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ln (1-28-2025).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00Length = 3.0 ft 2 0.074 0.070 1.60 1.000 1.15 1.00 1.00 0.32 122.88 1656.00 0.15 288.001.00 20.16 1.00+1.250D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.155 0.146 1.60 1.000 1.15 1.00 1.00 0.67 255.98 1656.00 0.47 288.001.00 42.00 1.00Length = 3.0 ft 2 0.155 0.146 1.60 1.000 1.15 1.00 1.00 0.67 255.98 1656.00 0.31 288.001.00 42.00 1.00+1.187D+0.750L 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.379 0.357 1.60 1.000 1.15 1.00 1.00 1.65 627.18 1656.00 1.16 288.001.00 102.90 1.00Length = 3.0 ft 2 0.379 0.357 1.60 1.000 1.15 1.00 1.00 1.65 627.18 1656.00 0.76 288.001.00 102.90 1.00+0.3501D 1.000 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.80 ft 1 0.043 0.041 1.60 1.000 1.15 1.00 1.00 0.19 71.70 1656.00 0.13 288.001.00 11.76 1.00Length = 3.0 ft 2 0.043 0.041 1.60 1.000 1.15 1.00 1.00 0.19 71.70 1656.00 0.09 288.001.00 11.76 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0388 3.077 0.0000 0.000 +D+L+D+L 2 0.0035 3.000 -0.0029 0.888 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 1.150 2.966 Overall MINimum 0.821 2.119 D Only 0.329 0.847 +D+L 1.150 2.966 +D+0.750L 0.945 2.436 +0.60D 0.197 0.508 L Only 0.821 2.119 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x6 (Up to 5' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ln (1-28-2025).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0160, L = 0.040 ksf, Tributary Width = 7.50 ft, (Floor/Balcony weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.663: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 2.500 ft 66.89 psi= = 1,345.50 psi 4x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 4x6 Maximum Shear Stress Ratio 0.372 : 1 0.000 ft= = 892.56 psi Maximum Deflection 0 <360784Ratio =0 <240 Max Downward Transient Deflection 0.055 in 1097Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.077 in Ratio =>=240Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 5.0 ft 1 0.211 0.118 0.90 1.300 1.15 1.00 1.00 0.38 255.02 1210.95 0.25 162.001.00 19.11 1.00+D+L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.663 0.372 1.00 1.300 1.15 1.00 1.00 1.31 892.56 1345.50 0.86 180.001.00 66.89 1.00+D+0.750L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.436 0.244 1.25 1.300 1.15 1.00 1.00 1.08 733.18 1681.88 0.71 225.001.00 54.94 1.00+0.60D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.071 0.040 1.60 1.300 1.15 1.00 1.00 0.23 153.01 2152.80 0.15 288.001.00 11.47 1.00+1.250D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.148 0.083 1.60 1.300 1.15 1.00 1.00 0.47 318.75 2152.80 0.31 288.001.00 23.89 1.00+1.187D+0.750L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.363 0.203 1.60 1.300 1.15 1.00 1.00 1.15 780.97 2152.80 0.75 288.001.00 58.53 1.00+0.3501D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 5.0 ft 1 0.041 0.023 1.60 1.300 1.15 1.00 1.00 0.13 89.28 2152.80 0.09 288.001.00 6.69 . Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x6 (Up to 5' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ln (1-28-2025).ec6 Project Title:Engineer:Project ID:Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.0765 2.518 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 1.050 1.050 Overall MINimum 0.750 0.750 D Only 0.300 0.300 +D+L 1.050 1.050 +D+0.750L 0.863 0.863 +0.60D 0.180 0.180 L Only 0.750 0.750 CONTINUOUS FOOTING DESIGN Roof dead load, RDL =13 psf Floor dead load, FDL=16 psf Roof live load, RLL =20 psf Floor live load, FLL=40 psf Ceiling dead load, CDL=5 psf Wall dead load, WDL=15 psf Ceiling live load, CLL=10 psf Tributary roof width, TRW=0.0 /2 =0 ft Tributary floor width, TFW=15.0 /2 =7.5 ft Tributary ceiling width, TCW=0.0 /2 =0 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=540.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =540.0 psf <1000 psf; OK Tributary roof width, TRW=0.0 /2 =0 ft Tributary floor width, TFW=15.0 /2 =7.5 ft Tributary ceiling width, TCW=0.0 /2 =0 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=540.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =540.0 psf <1000 psf; OK Wind Load Analysis on Buildings - MWFRS Wind Exosure =B Site Specific Exposure Factor Risk Category =II Building Risk Category from ASCE 7-16 Table 1.5-1 Wind Speed (V) =110 mph Basic wind speed obtained from Figure 26.5-1A, Sect. 26.5.1 Kd =0.85 Wind Directionality Factor from Table 26.6-1, Sect. 26.6 Kz =0.7 Velocity Pressure Exposure Coefficients, Kh & Kz from Table 26.10-1, Sect. 26.10.1 Kzt =1 Topographic Factor from Equation 26.8-1, Sect. 26.8.2 (Use Kzt = 1 for flat condition) Ke =1 Ground Elevation Factor from Sect. 26.9 G =0.85 Gust Effect Factor taken as 0.85 or calculated per Section 26.11.1, ASCE 7-16 Velocity Pressure (qh) =18.43 psf From Equation 26-10-1: qh = qz when z=h; qz = 0.00256 * Kz * Kzt * Kd * Ke * V^2 GCpf =0.8 External Pressure Coefficients, Figure 28.3-1-1.07 GCpi =0.18 Internal Pressure Coefficient, Table 26.13-1-0.18 Eq. 28.3-1: Low-Rise Building wind pressure = qh [(GCpf) - (GCpi)]=11.43 psf (inwards) =-16.40 psf (outwards) Minimum Design Wind Load Per Section 28.4.4 =16.00 psf Therefore use wind pressure =16.40 psf 3/5/24, 3:31 PM CITY OF SANTA ANA U.S. Seismic Design Maps Planning and Building Agency USGS web services were down for some period of time and as a result this tool wasn't operational, resultin in timeout error. USGS web services are now operational so this tool should work as expected. Approved F�"Rr,ISWPII N C E N®j � t�JJ JJ �j �L,,JJ Master ID: Date: 4806 W Jason Ln, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7314918,-117.9326577 19 Mother's Nutritional Center 0 0 m Edinger Ave Edinger Ave Go gle O Date Design Code Reference Document Risk Category Site Class D c N K .N+ W Jason Ln 0 c 0 E 2 Edinger Ave 3/5/2024, 3:31:29 PM ASCE7-16 11 D - Default (See Section 11.4.3) Map data 02024 Google Type Value Description Ss 1.329 MCER ground motion. (for 0.2 second period) S1 0.475 MCER ground motion. (for 1.0s period) SMs 1.595 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SIDS 1.063 Numeric seismic design value at 0.2 second SA SW null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.569 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.683 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.329 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.445 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.82 Factored deterministic acceleration value. (0.2 second) S1 RT 0.475 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.516 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.632 Factored deterministic acceleration value. (1.0 second) PGAd 0.749 Factored deterministic acceleration value. (Peak Ground Acceleration) hftps://www.seismiemaps.org 1 /3 EQUIVALENT LATERAL FORCE PROCEDURE Design Parameter. Site Class =D 2022 CBC Section 1613.2.2 Sesimic Design Category =D ASCE 7-16, Table 11.6-1 & 2 Risk Category =II ASCE 7-16, Table 1.5-1 Importance Factor I =1.00 ASCE 7-16, Sect 11.5.2, Table 1.5-2 Response Modification Coefficient R =6.5 ASCE 7-16, Table 12.2-1 Longitude =-117.9327 Latitude =33.7315 MCE Spectral Response Accel., 0.2 sec.SS =1.329 ASCE 7-16, Section 11.4.2 MCE Spectral Response Accel., 1.0 sec.S1 =0.475 ASCE 7-16, Section 11.4.2 Site Coefficient, Short Period Fa =1.2 ASCE 7-16, Table 11.4-1 Site Coefficient, 1-s Period Fv =1.5 ASCE 7-16, Table 11.4-2 Height of Building or Structure hn =15 ft.ASCE 7-16, Section 11.2 Numeric Period Coefficient x =0.75 ASCE 7-16, Table 12.8-2 Numeric Period Coefficient Ct =0.02 ASCE 7-16, Table 12.8-2 Long Period Transistion Period TL =8 sec.ASCE 7-16, Section 11.4.6, Fig 22-14 Calculation of Adjusted MCE Spectral Response Acceleration Parameters. Adjusted MCE, 0.2 sec.SMS =Fa SS ASCE 7-16, Eq. 11.4-1 =1.595 Adjusted MCE, 1.0 sec.SM1 =Fv S1 ASCE 7-16, Eq. 11.4-2 =0.712 Calculation of Design Spectral Response Acceleration Parameters. Design Parameter, short period SDS =2 SMS ASCE 7-16, Eq. 11.4-3 3 =1.063 Design Parameter, 1-sec. period SD1 =2 SM1 ASCE 7-16, Eq. 11.4-4 3 =0.475 Calculation of Approximate Fundamental Period. Approximate Fundamental Period Ta =Ct hnx ASCE 7-16, Eq. 12.8-7 =0.152 sec. where Ta =T Calculation of Seismic Response Coefficient, Cs.ASCE 7-16 Section 12.8.1.1 SDS Cs =(R )ASCE 7-16, Eq. 12.8-2 I =0.164 SD1 for T ≤ TL Cs-max = T (R )ASCE 7-16, Eq. 12.8-3 I =0.479 Cs shall be ≥Cs-min =0.01 ASCE 7-16, Eq. 12.8-5 0.5 S1 where S1 is ≥ 0.6g, Cs shall be ≥Cs-min =(R )ASCE 7-16, Eq. 12.8-6 I =N/A Seismic Response Coefficient Cs =0.164 (ρ=1.3) * Cs / 1.4 =0.152 Calculation of Seismic Base Shear. Seismic Base Shear V =Cs W(ρ=1.3) / (1.4)ASCE 7-16, Eq. 12.8-1 =0.152 W Roof/Ceiling dead load, RDL =18 psf Floor dead load, FDL =16.0 psf Wall dead load, WDL =15 psf Ω = 3.0 (May use 2.0 for flexible diaphragm, footnote b) Base shear coefficient, Cs =0.164 SDS=1.063 Wind pressure, WP =16.40 psf Tributary Height at Roof, THR =4 ft Roof level shear wall height, HR =8 ft Tributary Height at 2nd Flr, TH2 =4 ft 2nd level shear wall hegith, H2 =0 ft ROOF LEVEL SHEAR WALLS - LINE 1 Total shr wall length, SL =6.5 =6.5 Tributary width, TW =(21) / 2 =10.5 Tributary length, TL =16 =16.0 Tributary area, TA =TW * TL =168 Seismic shear, VSR=(RDL*TA + FDL*TA+2*WDL*TW*THR)*Cs =1140.4 lb Vs=VSR / SL =175.4 plf Wind shear, Vw =(WP * TW * THR) / SL =106.0 plf Therefore V = max(VSR, Vw) =175.4 plf; Use shear wall Type 1 w/ allow =280 plf 6.5 ft shr wall panel: Hold-down, Use HDU2 = 2306 lb Mot = V * HR * (shr wall panel) =9123 Mr= (WDL*HR)*(shr wall panel)2 / 2=2535 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =672.13 ROOF LEVEL SHEAR WALLS - LINE 2 Total shr wall length, SL =Existing shr wall - no change =0 Tributary width, TW =(21) / 2 =10.5 Tributary length, TL =16 =16.0 Tributary area, TA =TW * TL =168 Seismic shear, VSR=(RDL*TA + FDL*TA+2*WDL*TW*THR)*Cs =1140.4 lb Vs=VSR / SL =#DIV/0!plf Wind shear, Vw =(WP * TW * THR) / SL =#DIV/0!plf Therefore V = max(VSR, Vw) =#DIV/0!plf; Use shear wall Type 1 w/ allow =280 plf Existing shr wall - no change ft shr wall panel: Mot = V * HR * (shr wall panel) =#DIV/0!Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=###### Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =#DIV/0! ROOF LEVEL SHEAR WALLS - LINE A Total shr wall length, SL =5.1 =5.1 Tributary width, TW =(16) / 2 =8 Tributary length, TL =21 =21.0 Tributary area, TA =TW * TL =168 Seismic shear, VSR=(RDL*TA + FDL*TA+2*WDL*TW*THR)*Cs =1091.3 lb Vs=VSR / SL =214.0 plf Wind shear, Vw =(WP * TW * THR) / SL =102.9 plf Therefore V = max(VSR, Vw) =214.0 plf; Use shear wall Type 1 w/ allow =280 plf 5.1 ft shr wall panel: Mot = V * HR * (shr wall panel) =8731 Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=1561 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =883.56 ROOF LEVEL SHEAR WALLS - LINE B Total shr wall length, SL =Existing shr wall - no change =0 Tributary width, TW =(16) / 2 =8 Tributary length, TL =21 =21.0 Tributary area, TA =TW * TL =168 Seismic shear, VSR=(RDL*TA + FDL*TA+2*WDL*TW*THR)*Cs =1091.3 lb Vs=VSR / SL =#DIV/0!plf Wind shear, Vw =(WP * TW * THR) / SL =#DIV/0!plf Therefore V = max(VSR, Vw) =#DIV/0!plf; Use shear wall Type 1 w/ allow =280 plf Existing shr wall - no change ft shr wall panel: Mot = V * HR * (shr wall panel) =#DIV/0!Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=###### Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =#DIV/0! STRUCTURAL CALCULATIONS FOR GARAGE TO ADU PROJECT:THE PHAM RESIDENCE 4806 W JASON LN, UNIT 2 SANTA ANA, CA 92704 DATE:3/28/2024 UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. STRUCTURAL LOADS: Roof weight (psf):Balcony (psf): Tile Roofing =8 psf Decking =0 psf Sheating =1.5 psf Sheating =0 psf Rafters =1.5 psf Joist =0 psf Misc. =2 psf Dry wall 0 psf Total Dead Load =13 psf Misc =0 psf Live Load =20 psf Total Dead Load =0 psf Live Load =40 psf Ceiling weight (psf): Ceiling Joist =1.5 psf Gypsum Broad =2.5 psf Insulation =1 psf Total Dead Load =5 psf Live Load =10 psf Floor weight (psf): Flr. Jst. =0 psf Sheating =0 psf Misc. =0 psf Finish Flr'g =0 psf Total Dead Load =0 psf Live Load = 40 psf Wall weight (psf): Stucco =9 psf Studs =2 psf Insulation =1 psf Drywall =3 psf Total Dead Load=15 psf Wall Height=8 ft Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0130, L = 0.020 ksf, Tributary Width = 1.333 ft, (Roof Weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.898: 1 Load Combination +D+L+H Span # where maximum occurs Span # 1 Location of maximum on span 3.750 ft 43.69 psi= = 1,350.00 psi 2x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L+H = = = 180.00 psi== Section used for this span 2x4 Maximum Shear Stress Ratio 0.243 : 1 7.226 ft= = 1,211.94 psi Maximum Deflection 0 <240244Ratio =0 <180 Max Downward Transient Deflection 0.223 in 404Ratio =>=240Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.367 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length +D+H 0.00 0.00 0.000.00 1.00Length = 7.50 ft 1 0.393 0.106 0.90 1.500 1.00 1.00 1.00 0.12 477.43 1215.00 0.06 162.001.00 17.21 1.00+D+L+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.898 0.243 1.00 1.500 1.00 1.00 1.00 0.31 1,211.94 1350.00 0.15 180.001.00 43.69 1.00+D+Lr+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.283 0.076 1.25 1.500 1.00 1.00 1.00 0.12 477.43 1687.50 0.06 225.001.00 17.21 1.00+D+S+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.308 0.083 1.15 1.500 1.00 1.00 1.00 0.12 477.43 1552.50 0.06 207.001.00 17.21 1.00+D+0.750Lr+0.750L+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.609 0.165 1.25 1.500 1.00 1.00 1.00 0.26 1,028.31 1687.50 0.13 225.001.00 37.07 1.00+D+0.750L+0.750S+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.662 0.179 1.15 1.500 1.00 1.00 1.00 0.26 1,028.31 1552.50 0.13 207.001.00 37.07 1.00+D+0.60W+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.221 0.060 1.60 1.500 1.00 1.00 1.00 0.12 477.43 2160.00 0.06 288.001.00 17.21 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.476 0.129 1.60 1.500 1.00 1.00 1.00 0.26 1,028.31 2160.00 0.13 288.001.00 37.07 1.00+D+0.750L+0.750S+0.450W+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.476 0.129 1.60 1.500 1.00 1.00 1.00 0.26 1,028.31 2160.00 0.13 288.001.00 37.07 1.00+0.60D+0.60W+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.133 0.036 1.60 1.500 1.00 1.00 1.00 0.07 286.46 2160.00 0.04 288.001.00 10.33 1.00+1.250D+0.70E+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.276 0.075 1.60 1.500 1.00 1.00 1.00 0.15 596.74 2160.00 0.08 288.001.00 21.51 1.00+1.250D-0.70E+0.60H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.276 0.075 1.60 1.500 1.00 1.00 1.00 0.15 596.74 2160.00 0.08 288.001.00 21.51 1.00+1.187D+0.750L+0.750S+0.5250E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.517 0.140 1.60 1.500 1.00 1.00 1.00 0.29 1,117.80 2160.00 0.14 288.001.00 40.30 1.00+1.187D+0.750L+0.750S-0.5250E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.517 0.140 1.60 1.500 1.00 1.00 1.00 0.29 1,117.80 2160.00 0.14 288.001.00 40.30 1.00+0.3501D+0.70E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.077 0.021 1.60 1.500 1.00 1.00 1.00 0.04 167.15 2160.00 0.02 288.001.00 6.03 1.00+0.3501D-0.70E+H 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 7.50 ft 1 0.077 0.021 1.60 1.500 1.00 1.00 1.00 0.04 167.15 2160.00 0.02 288.001.00 6.03 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L+H 1 0.3674 3.777 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.165 0.165 Overall MINimum 0.100 0.100 +D+H 0.065 0.065 +D+L+H 0.165 0.165 +D+Lr+H 0.065 0.065 +D+S+H 0.065 0.065 +D+0.750Lr+0.750L+H 0.140 0.140 +D+0.750L+0.750S+H 0.140 0.140 +D+0.60W+H 0.065 0.065 +D+0.750Lr+0.750L+0.450W+H 0.140 0.140 +D+0.750L+0.750S+0.450W+H 0.140 0.140 +0.60D+0.60W+0.60H 0.039 0.039 +D+0.70E+0.60H 0.065 0.065 +D-0.70E+0.60H 0.065 0.065 +D+0.750L+0.750S+0.5250E+H 0.140 0.140 +D+0.750L+0.750S-0.5250E+H 0.140 0.140 +0.60D+0.70E+H 0.039 0.039 +0.60D-0.70E+H 0.039 0.039 D Only 0.065 0.065 L Only 0.100 0.100 H Only Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:CJ: 2x6 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir - LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 1.330 ft, (Celing Weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.409: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 5.500 ft 18.35 psi= = 1,170.00 psi 2x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 2x6 Maximum Shear Stress Ratio 0.102 : 1 10.558 ft= = 478.80 psi Maximum Deflection 0 <240664Ratio =0 <180 Max Downward Transient Deflection 0.132 in 996Ratio =>=240Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.199 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 11.0 ft 1 0.152 0.038 0.90 1.300 1.00 1.00 1.00 0.10 159.60 1053.00 0.03 162.001.00 6.12 1.00+D+L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.409 0.102 1.00 1.300 1.00 1.00 1.00 0.30 478.80 1170.00 0.10 180.001.00 18.35 1.00+D+0.750L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.273 0.068 1.25 1.300 1.00 1.00 1.00 0.25 399.00 1462.50 0.08 225.001.00 15.29 1.00+0.60D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.051 0.013 1.60 1.300 1.00 1.00 1.00 0.06 95.76 1872.00 0.02 288.001.00 3.67 1.00+1.250D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.107 0.027 1.60 1.300 1.00 1.00 1.00 0.13 199.48 1872.00 0.04 288.001.00 7.64 1.00+1.187D+0.750L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.229 0.057 1.60 1.300 1.00 1.00 1.00 0.27 428.91 1872.00 0.09 288.001.00 16.44 1.00+0.3501D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.0 ft 1 0.030 0.007 1.60 1.300 1.00 1.00 1.00 0.04 55.88 1872.00 0.01 288.001.00 2.14 . Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:CJ: 2x6 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.1987 5.540 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.110 0.110 Overall MINimum 0.073 0.073 D Only 0.037 0.037 +D+L 0.110 0.110 +D+0.750L 0.091 0.091 +0.60D 0.022 0.022 L Only 0.073 0.073 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x4 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0130, Lr = 0.020 ksf, Tributary Width = 6.0 ft, (Roof weight) Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 10.60 ft, (Ceiling weight) Uniform Load : D = 0.0150 ksf, Tributary Width = 5.0 ft, (Wall weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.776: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 2.000 ft 65.81 psi= = 1,350.00 psi 4x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 4x4 Maximum Shear Stress Ratio 0.366 : 1 3.723 ft= = 1,047.88 psi Maximum Deflection 0 <360441Ratio =0 <240 Max Downward Transient Deflection 0.035 in 1381Ratio =>=360Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.109 in Ratio =>=240Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 4.0 ft 1 0.569 0.268 0.90 1.500 1.00 1.00 1.00 0.41 691.87 1215.00 0.35 162.001.00 43.45 1.00+D+L 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.776 0.366 1.00 1.500 1.00 1.00 1.00 0.62 1,047.88 1350.00 0.54 180.001.00 65.81 1.00+D+Lr 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.649 0.306 1.25 1.500 1.00 1.00 1.00 0.65 1,094.90 1687.50 0.56 225.001.00 68.76 1.00+D+0.750Lr+0.750L 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.747 0.352 1.25 1.500 1.00 1.00 1.00 0.75 1,261.15 1687.50 0.65 225.001.00 79.21 1.00+D+0.750L 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.618 0.291 1.15 1.500 1.00 1.00 1.00 0.57 958.88 1552.50 0.49 207.001.00 60.22 1.00+0.60D 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.192 0.091 1.60 1.500 1.00 1.00 1.00 0.25 415.12 2160.00 0.21 288.001.00 26.07 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x4 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Jason Ave (3-15-2024.ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00+1.250D 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.400 0.189 1.60 1.500 1.00 1.00 1.00 0.51 864.77 2160.00 0.44 288.001.00 54.31 1.00+1.187D+0.750L 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.504 0.237 1.60 1.500 1.00 1.00 1.00 0.65 1,088.55 2160.00 0.56 288.001.00 68.37 1.00+0.3501D 1.500 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.112 0.053 1.60 1.500 1.00 1.00 1.00 0.14 242.22 2160.00 0.12 288.001.00 15.21 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750Lr+0.750L 1 0.1087 2.015 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.751 0.751 Overall MINimum 0.212 0.212 D Only 0.412 0.412 +D+L 0.624 0.624 +D+Lr 0.652 0.652 +D+0.750Lr+0.750L 0.751 0.751 +D+0.750L 0.571 0.571 +0.60D 0.247 0.247 L Only 0.212 0.212 CONTINUOUS FOOTING DESIGN Roof dead load, RDL =13 psf Floor dead load, FDL=0 psf Roof live load, RLL =20 psf Floor live load, FLL=40 psf Ceiling dead load, CDL=5 psf Wall dead load, WDL=15 psf Ceiling live load, CLL=10 psf Tributary roof width, TRW=22.0 /2 =11 ft Tributary floor width, TFW=0.0 /2 =0 ft Tributary ceiling width, TCW=22.0 /2 =11 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=648.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =648.0 psf <1000 psf; OK Tributary roof width, TRW=22.0 /2 =11 ft Tributary floor width, TFW=0.0 /2 =0 ft Tributary ceiling width, TCW=22.0 /2 =11 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=648.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =648.0 psf <1000 psf; OK Wind Load Analysis on Buildings - MWFRS Wind Exosure =B Site Specific Exposure Factor Risk Category =II Building Risk Category from ASCE 7-16 Table 1.5-1 Wind Speed (V) =110 mph Basic wind speed obtained from Figure 26.5-1A, Sect. 26.5.1 Kd =0.85 Wind Directionality Factor from Table 26.6-1, Sect. 26.6 Kz =0.7 Velocity Pressure Exposure Coefficients, Kh & Kz from Table 26.10-1, Sect. 26.10.1 Kzt =1 Topographic Factor from Equation 26.8-1, Sect. 26.8.2 (Use Kzt = 1 for flat condition) Ke =1 Ground Elevation Factor from Sect. 26.9 G =0.85 Gust Effect Factor taken as 0.85 or calculated per Section 26.11.1, ASCE 7-16 Velocity Pressure (qh) =18.43 psf From Equation 26-10-1: qh = qz when z=h; qz = 0.00256 * Kz * Kzt * Kd * Ke * V^2 GCpf =0.8 External Pressure Coefficients, Figure 28.3-1-1.07 GCpi =0.18 Internal Pressure Coefficient, Table 26.13-1-0.18 Eq. 28.3-1: Low-Rise Building wind pressure = qh [(GCpf) - (GCpi)]=11.43 psf (inwards) =-16.40 psf (outwards) Minimum Design Wind Load Per Section 28.4.4 =16.00 psf Therefore use wind pressure =16.40 psf 3/5/24, 3:31 PM CITY OF SANTA ANA U.S. Seismic Design Maps Planning and Building Agency USGS web services were down for some period of time and as a result this tool wasn't operational, resultin in timeout error. USGS web services are now operational so this tool should work as expected. Approved F�"Rr,ISWPII N C E N®j � t�JJ JJ �j �L,,JJ Master ID: Date: 4806 W Jason Ln, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7314918,-117.9326577 19 Mother's Nutritional Center 0 0 m Edinger Ave Edinger Ave Go gle O Date Design Code Reference Document Risk Category Site Class D c N K .N+ W Jason Ln 0 c 0 E 2 Edinger Ave 3/5/2024, 3:31:29 PM ASCE7-16 11 D - Default (See Section 11.4.3) Map data 02024 Google Type Value Description Ss 1.329 MCER ground motion. (for 0.2 second period) S1 0.475 MCER ground motion. (for 1.0s period) SMs 1.595 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SIDS 1.063 Numeric seismic design value at 0.2 second SA SW null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.569 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.683 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.329 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.445 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.82 Factored deterministic acceleration value. (0.2 second) S1 RT 0.475 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.516 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.632 Factored deterministic acceleration value. (1.0 second) PGAd 0.749 Factored deterministic acceleration value. (Peak Ground Acceleration) hftps://www.seismiemaps.org 1 /3 EQUIVALENT LATERAL FORCE PROCEDURE Design Parameter. Site Class =D 2022 CBC Section 1613.2.2 Sesimic Design Category =D ASCE 7-16, Table 11.6-1 & 2 Risk Category =II ASCE 7-16, Table 1.5-1 Importance Factor I =1.00 ASCE 7-16, Sect 11.5.2, Table 1.5-2 Response Modification Coefficient R =6.5 ASCE 7-16, Table 12.2-1 Longitude =-117.9327 Latitude =33.7315 MCE Spectral Response Accel., 0.2 sec.SS =1.329 ASCE 7-16, Section 11.4.2 MCE Spectral Response Accel., 1.0 sec.S1 =0.475 ASCE 7-16, Section 11.4.2 Site Coefficient, Short Period Fa =1.2 ASCE 7-16, Table 11.4-1 Site Coefficient, 1-s Period Fv =1.5 ASCE 7-16, Table 11.4-2 Height of Building or Structure hn =15 ft.ASCE 7-16, Section 11.2 Numeric Period Coefficient x =0.75 ASCE 7-16, Table 12.8-2 Numeric Period Coefficient Ct =0.02 ASCE 7-16, Table 12.8-2 Long Period Transistion Period TL =8 sec.ASCE 7-16, Section 11.4.6, Fig 22-14 Calculation of Adjusted MCE Spectral Response Acceleration Parameters. Adjusted MCE, 0.2 sec.SMS =Fa SS ASCE 7-16, Eq. 11.4-1 =1.595 Adjusted MCE, 1.0 sec.SM1 =Fv S1 ASCE 7-16, Eq. 11.4-2 =0.712 Calculation of Design Spectral Response Acceleration Parameters. Design Parameter, short period SDS =2 SMS ASCE 7-16, Eq. 11.4-3 3 =1.063 Design Parameter, 1-sec. period SD1 =2 SM1 ASCE 7-16, Eq. 11.4-4 3 =0.475 Calculation of Approximate Fundamental Period. Approximate Fundamental Period Ta =Ct hnx ASCE 7-16, Eq. 12.8-7 =0.152 sec. where Ta =T Calculation of Seismic Response Coefficient, Cs.ASCE 7-16 Section 12.8.1.1 SDS Cs =(R )ASCE 7-16, Eq. 12.8-2 I =0.164 SD1 for T ≤ TL Cs-max = T (R )ASCE 7-16, Eq. 12.8-3 I =0.479 Cs shall be ≥Cs-min =0.01 ASCE 7-16, Eq. 12.8-5 0.5 S1 where S1 is ≥ 0.6g, Cs shall be ≥Cs-min =(R )ASCE 7-16, Eq. 12.8-6 I =N/A Seismic Response Coefficient Cs =0.164 (ρ=1.3) * Cs / 1.4 =0.152 Calculation of Seismic Base Shear. Seismic Base Shear V =Cs W(ρ=1.3) / (1.4)ASCE 7-16, Eq. 12.8-1 =0.152 W Roof/Ceiling dead load, RDL =18 psf Floor dead load, FDL =0.0 psf Wall dead load, WDL =15 psf Ω = 3.0 (May use 2.0 for flexible diaphragm, footnote b) Base shear coefficient, Cs =0.164 SDS=1.063 Wind pressure, WP =16.40 psf Tributary Height at Roof, THR =4 ft Roof level shear wall height, HR =8 ft Tributary Height at 2nd Flr, TH2 =4 ft 2nd level shear wall hegith, H2 =0 ft ROOF LEVEL SHEAR WALLS - LINE 1 Total shr wall length, SL =4 4 =8 Tributary width, TW =(27) / 2 =13.5 Tributary length, TL =22.5 =22.5 Tributary area, TA =TW * TL =304 Seismic shear, VSR=(RDL*TA + 2*WDL*TW*THR)*Cs =1159.3 lb Vs=VSR / SL =144.9 plf Wind shear, Vw =(WP * TW * THR) / SL =110.7 plf Therefore V = max(VSR, Vw) =144.9 plf; Use shear wall Type 1 w/ allow =280 plf 4 ft shr wall panel: Hold-down, Use HDU2 = 2306 lb Mot = V * HR * (shr wall panel) =4637 Mr= (WDL*HR)*(shr wall panel)2 / 2=960 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =586.03 4 ft shr wall panel: Hold-down, Use HDU2 = 2306 lb Mot = V * HR * (shr wall panel) =4637 Mr= (WDL*HR)*(shr wall panel)2 / 2=960 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =586.03 ROOF LEVEL SHEAR WALLS - LINE 2 Total shr wall length, SL =7 =7 Tributary width, TW =(27) / 2 =13.5 Tributary length, TL =22.5 =22.5 Tributary area, TA =TW * TL =304 Seismic shear, VSR=(RDL*TA + 2*WDL*TW*THR)*Cs =1159.3 lb Vs=VSR / SL =165.6 plf Wind shear, Vw =(WP * TW * THR) / SL =126.5 plf Therefore V = max(VSR, Vw) =165.6 plf; Use shear wall Type 1 w/ allow =280 plf 7 ft shr wall panel: Mot = V * HR * (shr wall panel) =9274 Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=2940 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =614.96 ROOF LEVEL SHEAR WALLS - LINE A Total shr wall length, SL =4.4 =4.4 Tributary width, TW =(22.5) / 2 =11 Tributary length, TL =27 =27.0 Tributary area, TA =TW * TL =304 Seismic shear, VSR=(RDL*TA + 2*WDL*TW*THR)*Cs =1115.1 lb Vs=VSR / SL =253.4 plf Wind shear, Vw =(WP * TW * THR) / SL =167.7 plf Therefore V = max(VSR, Vw) =253.4 plf; Use shear wall Type 1 w/ allow =280 plf 4.4 ft shr wall panel: Mot = V * HR * (shr wall panel) =8921 Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=1162 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =1083.5 ROOF LEVEL SHEAR WALLS - LINE B Total shr wall length, SL =4 =4 Tributary width, TW =(22.5) / 2 =11 Tributary length, TL =27 =27.0 Tributary area, TA =TW * TL =304 Seismic shear, VSR=(RDL*TA + 2*WDL*TW*THR)*Cs =1115.1 lb Vs=VSR / SL =278.8 plf Wind shear, Vw =(WP * TW * THR) / SL =184.5 plf Therefore V = max(VSR, Vw) =278.8 plf; Use shear wall Type 1 w/ allow =280 plf 4 ft shr wall panel: Mot = V * HR * (shr wall panel) =8921 Hold-down, Use HDU2 = 2306 lbMr= (WDL*HR)*(shr wall panel)2 / 2=960 Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] =1210.8 Hold-Down and Straps Allowable @ 75%: MSTA21 Allowable = 1129 lb HDU2 w/ 4x4 Post Allowable = 2306 lb MSTA30 Allowable = 1538 lb HDU4 w/ 4x4 Post Allowable = 3424 lb MSTC28 Allowable = 2591 lb HDU5 w/ 4x4 Post Allowable = 4253 lb MST37 Allowable = 2033 lb HD2A w/ 4x4 Post Allowable = 2081 lb MST48 Allowable = 3983 lb HD5 w/ 4x4 Post Allowable = 3656 lb HD2A w/ 2x4 Post Allowable = 1425 lb HD5 w/ 2x2 Post Allowable = 1804 lb STRAP No. of Nail End Length Allow Load, lb CMST12 74 -16d 33"9215.0 CMST12 59 -16d 33"7347.1 CMST14 56 -16d 26"6490.0 CMST14 28 -16d 26"3245.0 CMSTC16 50 -16d 20"4585.0 CMSTC16 24 -16d 20"2200.8 CS14 26 -10d 15"2490.0 CS14 14 -10d 15"1340.8 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 1 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 GENERAL INFORMATION 01 Project Name 4806 W JASON LN 02 Run Title House addition 03 Project Location 4806 W JASON LN 04 City SANTA ANA, CA 05 Standards Version 2022 06 Zip code 92704 07 Software Version CBECC-Res 2022.3.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)323 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 4 14 Addition Cond. Floor Area (ft2)274 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)2765 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)3039 19 Glazing Percentage (%)16.42% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 2765 274 3039 4 0 4 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 2 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 0.39 0 0.25 0 0.14 Space Cooling 0 45.74 0 38.98 0 6.76 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 155.3 0 155.3 0 0 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 201.43 0 194.53 0 6.9 Photovoltaics 0 -149.14 Battery 0 Flexibility Indoor Lighting 0 6.11 0 6.11 Appl. & Cooking 0 67.82 0 68.01 Plug Loads 0 99.56 0 99.56 Outdoor Lighting 0 17.68 0 17.68 TOTAL COMPLIANCE 0 392.6 0 236.75 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 3 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 73.49 73.17 0.32 0.44 Net EUI2 73.49 47.66 25.83 35.15 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Non-standard duct location (any location other than attic) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Refrigerant Charge verification required if a refrigerant containing component is altered •Duct Sealing required if a duct system component, plenum, or air handling unit is altered ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Addition Conditioned Existing HVAC 274 8 DHW System 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status South wall - addition Addition Exterior wall R-15 143 Back 158 25 90 Extension New 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 4 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status West wall - addition Addition Exterior wall R-15 53 Left 112 36.7 90 Extension New North - interior wall to existiing house Addition Interior wall R-13 n/a n/a 158 0 n/a New East - interior wall to existing house Addition Interior wall R-13 n/a n/a 112 0 n/a New OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Roof - Ceiling Addition Roof/Ceiling R-22 143 Back 274 0 0.25 0.1 0.85 No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading S1 Window South wall - addition Back 143 1 9 0.3 NFRC 0.23 NFRC Bug Screen S2 Window South wall - addition Back 143 1 16 0.3 NFRC 0.23 NFRC Bug Screen E1 Window West wall - addition Left 53 1 20 0.3 NFRC 0.23 NFRC Bug Screen 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 5 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Kitchen door West wall - addition 16.7 0.2 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab On Grade - addition Addition 274 67.5 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Exterior wall R-15 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Roof/Ceiling R-22 Cathedral Ceilings Built-up Roof 2x10 @ 16 in. O. C.R-22 None / None 0.046 Roofing: 15 PSF (Heavy Ballast or Pavers) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-22 / 2x10 Inside Finish: Gypsum Board Interior wall R-13 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.085 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Sheathing / Insulation: Wood Siding/sheathing/decking Other Side Finish: Gypsum Board 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 6 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW System 1 Domestic Hot Water (DHW)Standard Existing water heater 1 n/a None n/a Existing water heater (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Existing water heater Gas Small Storage 1 50 EF 0.6 Btu/Hr 75000 0 70 n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW System 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 7 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Existing HVAC Heating and cooling system other Heating System 1 1 Cooling System 1 1 HVAC Fan System 1 Distribution System 1 n/a HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating System 1 Central gas furnace 1 AFUE - 80 n/a HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency EER/EER2/CEER Efficiency SEER/SEER2 Zonally Controlled Mulit-speed Compressor HERS Verification Cooling System 1 Central split AC 1 EER2/SEER2 11.7 14.3 Not Zonal Single Speed Cooling System 1-hers-cool HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Supply Return Supply Return Supply Return Distribution System 1 Conditioned space - except 12ft Non-Verified R-6 R-6 Conditi oned Zone Conditi oned Zone n/a n/a No Bypass Duct Existing (not specified) Distribution System 1-hers-dist 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 8 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan System 1 HVAC Fan 0.45 HVAC Fan System 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan System 1-hers-fan Not Required 0 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN Calculation Date/Time:2025-02-01T14:24:53-08:00 (Page 9 of 9) Calculation Description:House addition Input File Name:Jason Ave - Addition.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-01   14:25:02 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone:   Frank Liu Engineering Design 02/01/2025 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 Frank Liu Engineering Design 02/01/2025 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 425-P010033542A-000-000-0000000-0000 02/01/2025 14:29 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 1 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 GENERAL INFORMATION 01 Project Name 4806 W JASON LN, UNIT 2 - ADU 02 Run Title New Detached ADU 03 Project Location 4806 W JASON LN, UNIT 2 - ADU 04 City SANTA ANA, CA 05 Standards Version 2022 06 Zip code 92704 07 Software Version CBECC-Res 2022.3.2 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)279 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2)561 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)2765 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)3326 19 Glazing Percentage (%)16.93% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 561 22 Fuel Type Natural gas 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 2765 561 3326 4 1 5 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 05 06 07 08 Zone Name Existing Area (excl. new addition) (ft2) ADU Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 2765 561 3326 4 1 5 Detached 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 2 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 3 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 5.25 0 5.75 0 -0.5 Space Cooling 0 36.93 0 41.39 0 -4.46 IAQ Ventilation 0 4.63 0 4.63 0 0 Water Heating 0 48.43 0 43.19 0 5.24 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 95.24 0 94.96 0 0.28 Photovoltaics 0 -138.2 Battery 0 Flexibility Indoor Lighting 0 6.03 0 6.03 Appl. & Cooking 0 71.7 0 71.69 Plug Loads 0 65.54 0 65.54 Outdoor Lighting 0 9.41 0 9.41 TOTAL COMPLIANCE 0 247.92 0 109.43 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 4 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 36.04 34.9 1.14 3.16 Net EUI2 36.04 11.32 24.72 68.59 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •One or more heat pump water heaters have been modeled as demand response compatible HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Verified heat pump rated heating capacity ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned Heat pump 561 8 DHW System 1 New 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 5 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status North wall - addition ADU Existing exterior wall R-13 189 Right 102.7 6 90 none New North wall - existing ADU Exterior wall R-15 189 Right 76 16 90 Ex. w/ Siding New West wall - addition ADU Existing exterior wall R-13 279 Front 48 0 90 none New West wall - existing ADU Exterior wall R-15 279 Front 168 52 90 Ex. w/ Siding New South wall - existing wall ADU Exterior wall R-15 9 Left 178.4 32 90 Ex. w/ Siding New East wall - existing wall ADU Exterior wall R-15 99 Back 168 9 90 Ex. w/ Siding New East wall - addition wall ADU Exterior wall R-15 99 Back 48 13.3 90 Extension New Ceiling - existing ADU Ceiling R-30 n/a n/a 484 n/a n/a New Ceiling - new ADU Ceiling R-30 n/a n/a 77 n/a n/a New ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic ADU Roof - no insulation Ventilated 4 0.1 0.85 No No 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 6 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading N1 Window North wall - addition Right 189 1 6 0.3 NFRC 0.23 NFRC Bug Screen N2 Window North wall - existing Right 189 1 16 0.3 NFRC 0.23 NFRC Bug Screen W1 Window West wall - existing Front 279 1 16 0.3 NFRC 0.23 NFRC Bug Screen W2 Window West wall - existing Front 279 1 16 0.3 NFRC 0.23 NFRC Bug Screen S1 Window South wall - existing wall Left 9 1 16 0.3 NFRC 0.23 NFRC Bug Screen S2 Window South wall - existing wall Left 9 1 16 0.3 NFRC 0.23 NFRC Bug Screen E1 Window East wall - existing wall Back 99 1 9 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Door 1 West wall - existing 20 0.2 Door 3 East wall - addition wall 13.3 0.2 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 7 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab On Grade - existing ADU 484 87 none 0 80%No Slab On Grade - addition ADU 77 38 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Exterior wall R-15 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Existing exterior wall R-13 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Exterior Finish: 3 Coat Stucco Roof - no insulation Attic Roofs Wood Framed Ceiling 2x6 @ 16 in. O. C.R-0 None / None 0.624 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x6 Ceiling R-30 Ceilings (below attic) Wood Framed Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.033 Over Ceiling Joists: R-11.2 insul. Cavity / Frame: R-18.9 / 2x8 Inside Finish: Gypsum Board 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 8 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW System 1 Domestic Hot Water (DHW)Standard Tankless water heater 1 n/a None n/a Tankless water heater (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Tankless water heater Gas Consumer Instantaneo us 1 0 UEF 0.95 Btu/Hr 200000 0 n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW System 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 9 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Heat pump Heat pump heating cooling Mini split 1 Mini split 1 n/a n/a HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Mini split Multi-split HP-ductless 1 HSPF2 9.3 12000 8200 EER2SEER2 23.1 12.5 Not Zonal Single Speed Mini split-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Mini split-hers-htpump Not Required 0 Not Required Not Required No No Yes Yes INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 32 0.35 Exhaust No n/a / n/a No Yes 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:4806 W JASON LN, UNIT 2 - ADU Calculation Date/Time:2025-05-07T18:03:05-07:00 (Page 10 of 10) Calculation Description:New Detached ADU Input File Name:Jason Ave.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-05-07   18:03:39 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone:   Frank Liu Engineering Design 05/07/2025 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 Frank Liu Engineering Design 05/07/2025 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 425-P010139500A-000-000-0000000-0000 05/07/2025 18:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 20 22 Si n g l e -Fa m i l y Re s i d e n t i a l Ma n d a t o r y Re q u i r e m e n t s Su m m a r y 5/ 6 / 2 2 NO T E : Si n g l e -fa m i l y re s i d e n t i a l bu i l d i n g s s u b j e c t to th e En e r g y Co d e s mu s t co m p l y wi t h al l ap p l i c a b l e ma n d a t o r y me a s u r e s , re g a r d l e s s of th e co m p l i a n c e ap p r o a c h us e d . R e v i e w t h e r e s p e c t i v e se c t i o n fo r m o r e i n f o r m a t i o n . (0 4/2 0 2 2) Bu i l d i n g E n v e l o p e : § 11 0 . 6 ( a ) 1 : Ai r Le a k a g e . La b e l i n g . § 11 0 . 6 ( b ) : Fi e l d fa b r i c a t e d ex t e r i o r do o r s an d fe n e s t r a t i o n * § 11 0 . 7 : Ai r Le a k a g e . § 11 0 . 8 ( a ) : In s u l a t i o n Ce r t i f i c a t i o n by Ma n u f a c t u r e r s . In s u l a t i o n R e q u i r e m e n t s fo r H e a t e d S l a b Fl o o r s . He a t e d sl a b f l o o r s m u s t b e in s u l a t e d p e r t h e r e q u i r e m e n t s o f § 11 0 . 8 ( g ) . § 11 0 . 8 ( i ) : Ro o f i n g P r o d u c t s S o l a r R e f l e c t a n c e a n d T h e r m a l E m i t t a n c e . ro o f i n g m a t e r i a l m u s t m e e t t h e r e q u i r e m e n t s o f § 1 1 0 . 8 ( i ) a n d b e la b e l e d p e r § 1 0 - 1 1 3 w h e n t h e in s t a l l a t i o n o f a co o l r o o f is s p e c i f i e d § 11 0 . 8 ( j ) : Ra d i a n t Ba r r i e r . § 15 0 . 0 ( a ) : Ro o f De c k , Ce i l i n g an d Ra f t e r R o o f In s u l a t i o n . av e r a g e U -fa c t o r n o t e x c e e d i n g U -0. 1 8 4 . Ce i l i n g a n d r a f t e r r o o f s mi n i m u m R - 2 2 in s u l a t i o n in w o o d - f r a m e ce i l i n g ; o r a r e a - w e i g h t e d a v e r a g e U- f a c t o r m u s t n o t e x c e e d 0 . 0 4 3 . R a f t e r r o o f a l t e r a t i o n s m i n i m u m R - 19 o r ar e a - w e i g h t e d a v e r a g e U - f a c t o r o f 0 . 0 5 4 o r l e s s . A t t i c a c c e s s do o r s m u s t h a v e p e r m a n e n t l y a t t a c h e d i n s u l a t i o n u s i n g a d h e s i v e o r m e c h a n i c a l f a s t e n e r s . T h e a t t i c a c c e s s m u s t b e g a s k e t e d t o pr e v e n t a i r l e a k a g e . I n s u l a t i o n m u s t b e i n s t a l l e d i n d i r e c t c o n t a c t wi t h a r o o f o r ce i l i n g wh i c h is s e a l e d t o li m i t i n f i l t r a t i o n a n d ex f i l t r a t i o n * Lo o s e -f i l l I n s u l a t i o n . Lo o s e fi l l i n s u l a t i o n m u s t m e e t t h e m a n u f a c t u r e r ’ s r e q u i r e d de n s i t y f o r t h e l a b e l e d R - va l u e . § 15 0 . 0 ( c ) : Wa l l In s u l a t i o n . fr a m i n g o r h a v e a U - f a c t o r o f 0 . 0 7 1 o r l e s s . O p a q u e n o n - f r a m e d a s s e m b l i e s m u s t h a v e a n o v e r a l l a s s e m b l y U - * § 15 0 . 0 ( d ) : Ra i s e d -fl o o r In s u l a t i o n . * § 15 0 . 0 ( f ) : Sl a b Ed g e In s u l a t i o n . wi t h o u t f a c i n g s , n o g r e a t e r th a n 0 . 3 p e r c e n t ; h a v e a w a t e r v a p o r pe r m e a n c e n o g r e a t e r th a n 2 . 0 p e r m p e r in c h ; b e p r o t e c t e d f r o m § 15 0 . 0 ( g ) 1 : Va p o r Re t a r d e r . va p o r r e t a r d e r . T h i s r e q u i r e m e n t a l s o a p p l i e s t o c o n t r o l l e d v e n t i l a t i o n c r a w l s p a c e f o r b u i l d i n g s c o m p l y i n g w i t h t h e e x c e p t i o n t o § 15 0 . 0 ( g ) 2 : Va p o r Re t a r d e r . § 15 0 . 0 ( q ) : Fe n e s t r a t i o n Pr o d u c t s . * Fi r e p l a c e s , D e c o r a t i v e Ga s A p p l i a n c e s , a n d Ga s Lo g : § 11 0 . 5 ( e ) Co n t i n u o u s l y bu r n i n g pi l o t li g h t s ar e no t al l o w e d fo r in d o o r an d ou t d o o r fi r e p l a c e s . § 15 0 . 0 ( e ) 1 : Ma s o n r y or fa c t o r y -bu i l t fi r e p l a c e s mu s t ha v e a cl o s a b l e me t a l or gl a s s do o r co v e r i n g th e en t i r e op e n i n g of th e fi r e b o x . § 15 0 . 0 ( e ) 2 : Co m b u s t i o n In t a k e . * § 15 0 . 0 ( e ) 3 : Fl u e Da m p e r . Sp a c e Co n d i t i o n i n g , W a t e r H e a t i n g , a n d Pl u m b i n g S y s t e m : § 1 1 0 . 0 - § 11 0 . 3 : Ce r t i f i c a t i o n . * HV A C Ef f i c i e n c y . § 11 0 . 2 ( b ) : Co n t r o l s f o r H e a t P u m p s w i t h S u p p l e m e n t a r y E l e c t r i c R e s i s t a n c e H e a t e r s . he a t e r s m u s t h a v e c o n t r o l s t h a t p r e v e n t s u p p l e m e n t a r y h e a t e r o p e r a t i o n w h e n t h e h e a t i n g l o a d c a n b e m e t b y t h e h e a t p u m p a l o n e ; an d in w h i c h t h e c u t - o n t e m p e r a t u r e f o r c o m p r e s s i o n h e a t i n g i s h i g h e r t h a n t h e cu t -o n t e m p e r a t u r e f o r s u p p l e m e n t a r y h e a t i n g , a n d * § 11 0 . 2 ( c ) : Th e r m o s t a t s . * In s u l a t i o n . su r f a c e h e a t l o s s r a t i n g . § 11 0 . 3 ( c ) 6 : Is o l a t i o n Va l v e s . Pa g e 1 o f 5 20 22 Si n g l e -Fa m i l y Re s i d e n t i a l Ma n d a t o r y Re q u i r e m e n t s Su m m a r y 5/ 6 / 2 2 § 11 0 . 5 : Pi l o t L i g h t s . (e x c e p t a p p l i a n c e s wi t h o u t an el e c t r i c a l su p p l y vo l t a g e co n n e c t i o n wi t h p i l o t li g h t s th a t co n s u m e le s s th a n 15 0 Bt u pe r ho u r ); an d p o o l * § 15 0 . 0 ( h ) 1 : Bu i l d i n g C o o l i n g a n d H e a t i n g L o a d s . Eq u i p m e n t Vo l u m e , Ap p l i c a t i o n s Vo l u m e , an d Fu n d a m e n t a l s Vo l u m e ; th e S M A C N A R e s i d e n t i a l Co m f o r t Sy s t e m In s t a l l a t i o n Cl e a r a n c e s . § 15 0 . 0 ( h ) 3 B : Li q u i d Li n e Dr i e r . Wa t e r P i p i n g , S o l a r W a t e r -he a t i n g S y s t e m P i p i n g , a n d S p a c e C o n d i t i o n i n g S y s t e m L i n e I n s u l a t i o n . § 15 0 . 0 ( j ) 2: In s u l a t i o n Pr o t e c t i o n . ma i n t e n a n c e , an d w i n d a s r e q u i r e d b y §12 0 . 3 ( b ) . I n s u l a t i o n e x p o s e d t o w e a t h e r m u s t b e w a t e r r e t a r d a n t a n d p r o t e c t e d f r o m U V l i g h t ( no ad h e s i v e t a p e s ) . I n s u l a t i o n c o v e r i n g c h i l l e d w a t e r p i p i n g a n d r e f r i g e r a n t s u c t i o n p i p i n g l o c a t e d o u t s i d e t h e c o n d i t i o n e d s p a c e m u s t in c l u d e , o r b e p r o t e c t e d b y , a C l a s s I o r C l a s s I I v a p o r r e t a r d e r . P i p e i n s u l a t i o n b u r i e d b e l o w g r a d e m u s t b e i n s t a l l e d i n a w a t e r p r o o f a n d § 15 0 . 0 ( n ) 1 : Ga s o r P r o p a n e W a t e r H e a t i n g S y s t e m s . de s i g n a t e a s p a c e a t l e a s t 2 . 5 ’ x 2. 5 ’ x 7’ su i t a b l e f o r t h e f u t u r e i n s t a l l a t i o n o f a h e a t p u m p w a t e r h e a t e r , a n d me e t e l e c t r i c a l a n d pl u m b i n g r e q u i r e m e n t s , b a s e d o n t h e di s t a n c e b e t w e e n t h i s de s i g n a t e d sp a c e a n d t h e w a t e r h e a t e r l o c a t i o n ; an d a c o n d e n s a t e d r a i n n o § 15 0 . 0 ( n ) 3 : So l a r Wa t e r -he a t i n g S y s t e m s . Ce r t i f i c a t i o n C o r p o r a t i o n (S R C C ) , th e In t e r n a t i o n a l As s o c i a t i o n of Pl u m b i n g an d Me c h a n i c a l Of f i c i a l s , Re s e a r c h an d Te s t i n g (I A P M O R& T ) , o r by a li s t i n g a g e n c y t h a t i s a p p r o v e d b y t h e exe c u t i v e dir e c t o r . Du c t s an d Fa n s : § 11 0 . 8 ( d ) 3 : Du c t s . co n t r a c t o r i n s t a l l s t h e in s u l a t i o n , t h e c o n t r a c t o r m u s t c e r t i f y t o t h e c u s t o m e r , i n w r i t i n g , t h a t t h e i n s u l a t i o n m e e t s t h i s r e q u i r e m e n t . § 15 0 . 0 ( m ) 1 : CM C C o m p l i a n c e . Du c t Co n s t r u c t i o n St a n d a r d s Me t a l an d Fl e x i b l e 3r d Ed i t i o n . Po r t i o n s of su p p l y -ai r an d r e t u r n -ai r du c t s an d p l e n u m s m u s t b e i n s u l a t e d t o R-6. 0 or hi g h e r ; du c t s lo c a t e d en t i r e l y i n c o n d i t i o n e d s p a c e a s c o n f i r m e d t h r o u g h f i e l d ve r i f i c a t i o n a n d d i a g n o s t i c t e s t i n g ( R A 3 . 1 . 4 . 3 . 8 ) do no t r e q u i r e in s u l a t i o n . C o n n e c t i o n s o f m e t a l d u c t s a n d i n n e r c o r e o f f l e x i b l e d u c t s m u s t b e m e c h a n i c a l l y f a s t e n e d . O p e n i n g s m u s t b e se a l e d w i t h m a s t i c , t a p e , o r o t h e r d u c t -cl o s u r e s y s t e m t h a t m e e t s t h e a pp l i c a b l e UL re q u i r e m e n t s , or a e r o s o l s e a l a n t t h a t m e e t s U L 7 2 3 . Th e c o m b i n a t i o n o f m a s t i c a n d e i t h e r m e s h o r t a p e m u s t b e u s e d t o s e a l op e n i n g s g r e a t e r t h a n ¼ ”, If m a s t i c o r t a p e i s u s e d . B u i l d i n g ca v i t i e s , ai r h a n d l e r su p p o r t pl a t f o r m s , a n d p l e n u m s d e s i g n e d o r c o n s t r u c t e d w i t h m a t e r i a l s o t h e r t h a n s e a l e d s h e e t m e t a l , d u c t b o a r d o r fl e x i b l e d u c t m u s t n o t b e u s e d t o c o n v e y c o n d i t i o n e d a i r . Bu i l d i n g ca v i t i e s an d su p p o r t pl a t f o r m s ma y co n t a i n du c t s ; duc t s in s t a l l e d in . * § 15 0 . 0 ( m ) 2 : Fa c t o r y -Fa b r i c a t e d D u c t S y s t e m s . co n n e c t i o n s , an d cl o s u r e s ; jo i n t s an d s e a m s of du c t sy s t e m s an d th e i r co m p o n e n t s mu s t no t be se a l e d w i t h cl o t h ba c k ru b b e r a d h e s i v e § 15 0 . 0 ( m ) 3 : Fi e l d -Fa b r i c a t e d Du c t Sy s t e m s . ma s t i c s , s e a l a n t s , a n d o t h e r r e q u i r e m e n t s s p e c i f i e d f o r d u c t c o n s t r u c t i o n . § 15 0 . 0 ( m ) 7 : Ba c k d r a f t Da m p e r . § 15 0 . 0 ( m ) 8 : Gr a v i t y Ve n t i l a t i o n Da m p e r s . § 15 0 . 0 ( m ) 9 : Pr o t e c t i o n of In s u l a t i o n . In s u l a t i o n ex p o s e d t o w e a t h e r m u s t b e s u i t a b l e f o r o u t d o o r se r v i c e (e . g . , pr o t e c t e d b y a l u m i n u m , s h e e t m e t a l , p a i n t e d c a n v a s , o r p l a s t i c Po r o u s In n e r Co r e Fl e x Du c t . § 15 0 . 0 ( m ) 1 1 : Du c t Sy s t e m Se a l i n g an d Le a k a g e Te s t . oc c u p i a b l e s p a c e , t h e d u c t s m u s t b e s e a l e d a n d d u c t l e a k a g e t e s t e d , a s c o n f i r m e d t h r o u g h f i e l d v e r i f i c a t i o n a n d d i a g n o s t i c t e st i n g , i n ac c o r d a n c e w i t h R e f e r e n c e R e s i d e n t i a l A p p e n d i x R A 3 . 1 . § 15 0 . 0 ( m ) 1 2 : Ai r F i l t r a t i o n . or e q u i v a l e n t fi l t e r s . Fi l t e r s fo r sp a c e co n d i t i o n i n g sy s t e m s mu s t ha v e a tw o in c h de p t h o r ca n b e on e in c h if si z e d pe r Eq ua t i o n 15 0 . 0 -A. Cl e a n -fi l t e r p r e s s u r e d r o p a n d l a b e l i n g m u s t m e e t t h e r e q u i r e m e n t s i n § 1 5 0 . 0 ( m ) 1 2 . F i l t e r s m u s t b e a c c e s s i b l e f o r r e g u l a r s e r v i c e . Fi l t e r ra c k s o r g r i l l e s mu s t us e g a s k e t s , s e a l i n g , o r o t h e r m e a n s t o cl o s e g a p s a r o u n d t h e i n s e r t e d f i l t e r s t o a n d p r e v e n t s ai r f r o m b y p a s s i n g t h e Pa g e 2 o f 5 20 22 Si n g l e -Fa m i l y Re s i d e n t i a l Ma n d a t o r y Re q u i r e m e n t s Su m m a r y 5/ 6 / 2 2 § 15 0 . 0 ( m ) 1 3 : Sp a c e C o n d i t i o n i n g S y s t e m A i r f l o w R a t e a n d F a n E f f i c a c y . a h o l e f o r t h e p l a c e m e n t o f a s t a t i c p r e s s u r e pr o b e , o r a p e r m a n e n t l y i n s t a l l e d s t a t i c p r e s s u r e p r o b e i n t h e s u p p l y p l e n u m . A i r f l o w m u s t be ≥ 3 5 0 C F M p e r to n of no m i n a l co o l i n g ca p a c i t y , an d an ai r -ha n d l i n g un i t fa n e f f i c a c y ≤ 0. 4 5 wa t t s pe r C F M fo r ga s fu r n a c e ai r ha n d l e r s an d ≤ 0. 5 8 wa t t s pe r C F M fo r al l ot h e r s . Sm a l l du c t hi g h ve l o c i t y sy s t e m s mu s t pr o v i d e an ai r f l o w ≥ 25 0 C F M pe r to n o f no m i n a l co o l i n g ca p a c i t y , an d an a i r -ha n d l i n g u n i t f a n e f f i c a c y ≤ 0 . 6 2 w a t t s p e r C F M . F i e l d v e r i f i c a t i o n t e s t i n g i s r e q u i r e d i n a c c o r d a n c e w i t h Re f e r e n c e R e s i d e n t ia l A p p e n d i x R A 3 . 3 . * Ve n t i l a t i o n an d In d o o r Ai r Qu a l i t y : § 15 0 . 0 ( o ) 1 : Re q u i r e m e n t s fo r Ve n t i l a t i o n an d In d o o r Ai r Qu a l i t y Ve n t i l a t i o n a n d A c c e p t a b l e I n d o o r A i r Qu a l i t y i n R e s i d e n t i a l B u i l d i n g s su b j e c t t o t h e a m e n d m e n t s s p e c i f i e d i n § 1 5 0 . 0 ( o ) 1 . * § 15 0 . 0 ( o ) 1 B : Ce n t r a l F a n I n t e g r a t e d ( C F I ) V e n t i l a t i o n S y s t e m s . dw e l l i n g u n i t v e n t i l a t i o n a ir f l o w r e q u i r e d pe r § 15 0 . 0 ( o ) 1 C . A m o t o r i z e d d a m p e r ( s ) mu s t be i n s t a l l e d o n t h e v e n t i l a t i o n d u c t ( s ) t h a t pr e v e n t s a l l a i r f l o w th r o u g h th e s p a c e c o n d i t i o n i n g d u c t s y s t e m wh e n t h e d a m p e r ( s ) i s c l o s e d an d co n t r o l l e d pe r § 1 5 0 . 0 ( o ) 1 B i i i&iv . CF I ve n t i l a t i o n s y s t e m s mu s t h a v e co n t r o l s t h a t t r a c k o u t d o o r a i r ve n t i l a t i o n r u n t i m e , a n d e i t h e r o p e n o r c l o s e t h e m o t o r i z e d d a m p e r ( s ) f o r § 15 0 . 0 ( o ) 1 C : Wh o l e -Dw e l l i n g U n i t Me c h a n i c a l V e n t i l a t i o n fo r Si n g l e -Fa m i l y De t a c h e d an d t o w n h o u s e s . an d at t a c h e d dw e l l i n g un i t s no t s h a r i n g ce i l i n g s or fl o o r s wi t h o t h e r d w e l l i n g u n i t s , o c c u p i a b l e s p a c e s , p u b l i c g a r a g e s , o r c o m m e r c i a l sp a c e s m u s t h a v e m e c h a n i c a l v e n t i l a t i o n a i r f l o w s p e c i f i e d i n § 1 5 0 . 0 ( o ) 1 C i -ii i . Lo c a l M e c h a n i c a l E x h a u s t . co n t r o l l e d e x h a u s t sy s t e m m e e t i n g r e q u i r e m e n t s o f §1 5 0 . 0 ( o ) 1 G i i i ,en c l o s e d ki t c h e n s a n d b a t h r o o m s c a n u s e d e m a n d -co n t r o l l e d o r co n t i n u o u s e x h a u s t m e e t i n g § 1 5 0 . 0 ( o ) 1G i i i -iv . Ai r f l o w m u s t b e m e a s u r e d b y t h e i n s t a l l e r p e r § 1 5 0 . 0 ( o ) 1 G v , a n d r a t e d fo r s o u n d pe r Ai r f l o w M e a s u r e m e n t an d S o u n d R a t i n g s of W h o l e -Dw e l l i n g U n i t V e n t i l a t i o n Sy s t e m s . be m e a s u r e d b y u s i n g a fl o w h o o d , f l o w g r i d , o r ot h e r a i r f l o w m e a s u r i n g d e v i c e a t t h e f a n ’ s i n l e t o r o u t l e t te r m i n a l s / g r i l l e s pe r Re f e r e n c e Re s i d e n t i a l A p p e n d i x R A 3 . 7 . Wh o l e -Dw e l l i n g u n i t v e n t i l a t i o n sy s t e m s mu s t be r a t e d f o r s o u n d pe r AS H R A E 6 2 . 2 §7.2 at n o l e s s t h a n t h e § 15 0 . 0 ( o ) 2 : Fi e l d Ve r i f i c a t i o n an d Di a g n o s t i c Te s t i n g . an d H R V a n d E R V f a n e f f i c a c y mu s t be ve r i f i e d in ac c o r d a n c e wi t h R e f e r e n c e Re s i d e n t i a l A p p e n d i x R A 3 . 7 . Ve n t e d ran g e h o o d s mu s t b e v e r i f i e d pe r Re f e r e n c e R e s i d e n t i a l A p p e n d i x R A 3 . 7 . 4 . 3 t o c o n f i r m i f i t i s r a t e d b y H V I or A H A M to c o m p l y w i t h t h e a i r f l o w Po o l an d Sp a Sy s t e m s an d Eq u i p m e n t: § 11 0 . 4 ( a ) : Ce r t i f i c a t i o n by Ma n u f a c t u r e r s . wi t h t h e A p p l i a n c e E f f i c i e n c y R e g u l a t i o n s an d l i s t i n g i n M A E D b S ; a n o n -of f s w i t c h m o u n t e d o u t s i d e o f t h e h e a t e r t h a t a l l o w s sh u t t i n g o f f th e h e a t e r w i t h o u t a d j u s t i n g t h e t h e r m o s t a t s e t t i n g ; a p e r m a n e n t w e a t h e r p r o o f p l a t e o r c a r d w i t h o p e r a t i n g i n s t r u c t i o n s ; a n d mu s t n o t § 11 0 . 4 ( b ) 1 : Pi p i n g . Co v e r s . § 11 0 . 4 ( b ) 3 : Di r e c t i o n a l In l e t s an d Ti m e Sw i t c h e s fo r Po o l s . Pi l o t Li g h t . § 15 0 . 0 ( p ) : Po o l Sy s t e m s an d Eq u i p m e n t In s t a l l a t i o n . * Li g h t i n g: § 11 0 . 9 : Li g h t i n g Co n t r o l s an d Co m p o n e n t s . * § 15 0 . 0 ( k ) 1 A : Lu m i n a i r e Ef f i c a c y . ra n g e h o o d s , b a t h v a n i t y m i r r o r s , an d ga r a g e d o o r o p e n e r s ; na v i g a t i o n l i g h t i n g le s s t h a n 5 wa t t s ; an d l i g h t i n g i n t e r n a l t o d r a w e r s , ca b i n e t s , a n d l i n e n Sc r e w ba s e d lu m i n a i r e s . § 15 0 . 0 ( k ) 1 C : Re c e s s e d Do w n l i g h t Lu m i n a i r e s in Ce i l i n g s . § 15 0 . 0 ( k ) 1 D : Li g h t So u r c e s in En c l o s e d or Re c e s s e d Lu m i n a i r e s . § 15 0 . 0 ( k ) 1 E : Bl a n k E l e c t r i c a l B o x e s . lu m i n a i r e o r o t h e r d e v i c e s h a l l b e n o m o r e t h a n t h e n u m b e r o f b e d r o o m s . T h e s e b o x e s m u s t b e s e r v e d b y a d i m m e r , v a c a n c y s e n s o r § 15 0 . 0 ( k ) 1 F : Li g h t i n g In t e g r a l to Ex h a u s t Fa n s . * Pa g e 3 o f 5 20 22 Si n g l e -Fa m i l y Re s i d e n t i a l Ma n d a t o r y Re q u i r e m e n t s Su m m a r y 5/ 6 / 2 2 Sc r e w ba s e d lu m i n a i r e s . § 15 0 . 0 ( k ) 1 H : Li g h t So u r c e s in En c l o s e d or Re c e s s e d Lu m i n a i r e s . el e v a t e d t e m p e r a t u r e r e q u i r e m e n t s , i n c l u d i n g m a r k i n g r e q u i r e m e n t s , m u s t n o t b e i n s t a l l e d i n e n c l o s e d o r r e c e s s e d l u m i n a i r e s . § 15 0 . 0 ( k ) 1 I : Li g h t S o u r c e s i n D r a w e r s , C a b i n e t s , a n d L i n e n C l o s e t s . Li g h t s o u r c e s i n t e r n a l t o d r a w e r s , c a b i n e t r y o r l i n e n c l o s e t s a r e n o t r e q u i r e d to c o m p l y wi t h Ta b l e 15 0 . 0 -A or be co n t r o l l e d by va c a n c y se n s o r s pr o v i d e d th a t th e y ar e ra t e d to co n s u m e n o mo r e th a n 5 wa t t s of po w e r , em i t no m o r e t h a n 1 5 0 l u m e n s , a n d a r e e q u i p p e d w i t h c o n t r o l s t h a t a u t o m a t i c a l l y t u r n t h e l i g h t i n g o f f w h e n t h e d r a w e r , c a b i n e t o r In t e r i o r Sw i t c h e s an d Co n t r o l s . Al l fo r w a r d ph a s e cu t di m m e r s us e d wi t h LE D li g h t so u r c e s mu s t co m p l y wi t h NE M A SS L 7A . § 15 0 . 0 ( k ) 2 B : In t e r i o r Sw i t c h e s an d Co n t r o l s . * § 15 0 . 0 ( k ) 2 A: Ac c e s s i b l e Co n t r o l s . § 15 0 . 0 ( k ) 2 B: Mu l t i p l e Co n t r o l s . Ma n d a t o r y R e q u i r e m e n t s . § 15 0 . 0 ( k ) 2 D: En e r g y M a n a g e m e n t C o n t r o l Sys t e m s . oc c u p a n c y , a n d co n t r o l re q u i r e m e n t s if it p r o v i d e s th e fu n c t i o n a l i t y o f t h e s p e c i f i e d c o n t r o l pe r § 1 1 0 . 9 an d t h e ph y s i c a l c o n t r o l s s p e c i f i e d § 15 0 . 0 ( k ) 2 E: Au t o m a t i c S h u t o f f Co n t r o l s . mu s t b e c o n t r o l l e d b y a n oc c u p a n c y o r va c a n c y s e n s o r p r o v i d i n g a u t o m a t i c -of f f u n c t i o n a l i t y . Li g h t i n g i n s i d e d r a w e r s a n d c a b i n e t s w i t h § 15 0 . 0 ( k ) 2 F: Di m m e r s . mo u n t e d d i m m i n g c o n t r o l s t h a t al l o w t h e l i g h t i n g t o b e m a n u a l l y a d j u s t e d u p a n d d o w n . F o r w a r d p h a s e c u t d i m m e r s c o n t r o l l i n g L E D li g h t § 15 0 . 0 ( k ) 2 K : In d e p e n d e n t c o n t r o l s . § 15 0 . 0 ( k ) 3 A : Re s i d e n t i a l Ou t d o o r Li g h t i n g . ot h e r b u i l d i n g s o n t h e s a m e l o t , m u s t ha v e a m a n u a l o n / o f f sw i t c h a n d e i t h e r a ph o t o c e l l an d mo t i o n se n s o r or au t o m a t i c ti m e sw i t c h co n t r o l ) or an as t r o n o m i c a l ti m e cl o c k . A n en e r g y m a n a g e m e n t c o n t r o l s y s t e m § 15 0 . 0 ( k ) 4 : In t e r n a l l y il l u m i n a t e d ad d r e s s si g n s . § 15 0 . 0 ( k ) 5 : Re s i d e n t i a l Ga r a g e s fo r Ei g h t or Mo r e Ve h i c l e s . So l a r Re a d i n e s s: § 11 0 . 1 0 ( a ) 1 : Si n g l e -fa m i l y Re s i d e n c e s . ap p l i c a t i o n fo r a te n t a t i v e su b d i v i s i o n ma p fo r th e r e s i d e n c e s ha s be e n de e m e d co m p l e t e a n d ap p r o v e d by th e e n f o r c e m e n t ag e n c y , §11 0 . 1 0 ( b ) 1 A: Mi n i m u m S o l a r Z o n e A r e a . ac c e s s , p a t h w a y , sm o k e v e n t i l a t i o n , an d sp a c i n g re q u i r e m e n t s as sp e c i f i e d in Ti t l e 24 , Pa r t 9 or ot h e r pa r t s of Ti t l e 24 or i n an y re q u i r e m e n t s ad o p t e d by a l o c a l j u r i s d i c t i o n . T h e s o l a r z o n e t o t a l a r e a m u s t b e c o m p r i s e d o f a r e a s t h a t h a v e n o d i m e n s i o n l e s s t h a n 5 fe e t a n d a r e n o l e s s t h a n 80 sq u a r e f e e t e a c h f o r b u i l d i n g s w i t h r o o f a r e a s l e s s t h a n o r e q u a l t o 1 0 , 0 0 0 s q u a r e f e e t o r n o le s s t h a n 1 6 0 sq u a r e f e e t e a c h f o r b u i l d i n g s w i t h ro o f a r e a s g r e a t e r t h a n 1 0 , 0 0 0 s q u a r e f e e t . F o r si n g l e -fa m i l y re s i d e n c e s , t h e s o l a r z o n e m u s t b e lo c a t e d o n t h e r o o f o r o v e r h a n g o f t h e b u i l d i n g a n d h a v e a t o t a l a r e a n o l e s s t h a n 2 5 0 s q u a r e f e e t . * § 11 0 . 1 0 ( b ) 2 : Az i m u t h . § 11 0 . 1 0 ( b ) 3 A : Sh a d i n g . * § 11 0 . 1 0 ( b ) 3 B : Sh a d i n g . ho r i z o n t a l di s t a n c e of th e he i g h t d i f f e r e n c e be t w e e n th e hi g h e s t po i n t of t h e ob s t r u c t i o n an d th e ho r i z o n t a l pr o j e c t i o n of t h e n e a r e s t p o i n t o f t h e * § 11 0 . 1 0 ( b ) 4 : St r u c t u r a l De s i g n Lo a d s on Co n s t r u c t i o n Do c u m e n t s . § 11 0 . 1 0 ( c ) : In t e r c o n n e c t i o n P a t h w a y s . pa t h w a y re s e r v e d fo r ro u t i n g of co n d u i t fr o m th e so l a r zo n e to th e po i n t of in t e r c o n n e c t i o n wi t h th e el e c t r i c a l se r v i c e ; an d fo r si n g l e -fa m i l y § 11 0 . 1 0 ( d ) : Do c u m e n t a t i o n . pr o v i d e d to th e oc c u p a n t . Ma i n El e c t r i c a l Se r v i c e Pa n e l . § 11 0 . 1 0 ( e ) 2 : Ma i n El e c t r i c a l Se r v i c e Pa n e l . ci r c u i t b r e a k e r f o r a f u t u r e s o l a r e l e c t r i c i n s t a l l a t i o n . T h e r e s e r v e d s p a c e m u s t b e p e r m a n e n t l y m a r k e d a s “ F o r F u t u r e S o l a r El e c t r i c .” El e c t r i c a n d E n e r g y S t o r a g e R e a d y : Pa g e 4 o f 5 20 22 Si n g l e -Fa m i l y Re s i d e n t i a l Ma n d a t o r y Re q u i r e m e n t s Su m m a r y 5/ 6 / 2 2 § 1 5 0 . 0 ( s ) En e r g y S t o r a g e S y s t e m ( E S S ) R e a d y . eq u i p m e n t w i t h b a c k e d u p c a p a c i t y o f 6 0 a m p s o r m o r e an d f o u r or m o r e ES S s u p p l i e d b r a n c h c i r c u i t s , or a d e d i c a t e d r a c e w a y f r o m t h e ma i n s e r v i c e t o a s u b p a n e l t h a t s u p p l i e s t h e b r a n c h c i r c u i t s in § 1 5 0 . 0 ( s ) ; a t l e a s t f o u r b r a n c h c i r c u i t s m u s t b e i d e n t i f i e d a n d h a v e t h e i r so u r c e c o l l o c a t e d a t a s i n g l e p a n e l b o a r d s u i t a b l e t o b e s u p p l i e d b y t h e E S S , wi t h on e c i r c u i t s u p p l y i n g t h e r e f r i g e r a t o r , o n e l i g h t i n g ci r c u i t ne a r t h e p r i m a r y ex i t , a n d o n e c i r c u i t s u p p l y in g a s l e e p i n g r o o m r e c e p t a c l e o u t l e t ; m a i n p a n e l b o a r d m u s t h a v e a m i n i m u m b u s b a r r a t i n g o f 22 5 a m p s ; s u f f i c i e n t s p a c e m u s t b e r e s e r v e d t o a l l o w f u t u r e i n s t a l l a t i o n o f a s y s t e m i s o l a t i o n e q u i p m e n t / t r a n s f e r sw i t c h w i t h i n 3 ’ § 1 5 0 . 0 ( t ) He a t P u m p S p a c e H e a t e r R e a d y . un o b s t r u c t e d 2 4 0 V b r a n c h c i r c u i t w i r i n g i n s t a l l e d w i t h i n 3 ’ o f t h e f u r n a c e w i t h c i r c u i t c o n d u c t o r s r a t e d a t le a s t 30 a m p s w i t h t h e bl a n k c o v e r id e n t i f i e d a s “ 2 4 0 V r e a d y ; ” a n d a r e s e r v e d ma i n e l e c t r i c a l s e r v i c e p a n e l sp a c e t o a l l o w f o r t h e i n s t a l l a t i o n o f a d o u b l e p o l e ci r c u i t b r e a k e r § 1 5 0 . 0 ( u ) El e c t r i c C o o k t o p Re a d y . 24 0 V br a n c h c i r c u i t w i r i n g i n s t a l l e d w i t h i n 3 ’ o f t h e c o o k t o p w i t h c i r c u i t c o n d u c t o r s r a t e d a t le a s t 50 a m p s wi t h t h e b l a n k c o v e r i d e n t i f i e d a s “2 4 0 V r e a d y ; ” an d a r e s e r v e d m a i n e l e c t r i c a l s e r v i c e p a n e l s p a c e t o a l l o w f o r t h e i n s t a l l a t i o n o f a d o u b l e p o l e c i r c u i t b r e a k e r p e r m a n e n t l y § 1 5 0 . 0 ( v ) El e c t r i c C l o t h e s D r y e r Re a d y . de d i c a t e d u n o b s t r u c t e d 2 4 0 V b r a n c h c i r c u i t w i r i n g i n s t a l l e d w i t h i n 3 ’ o f t h e d r y e r l o c a t i o n w i t h c i r c u i t c o n d u c t o r s r a t e d a t l e a s t 3 0 a m p s th e b l a n k c o v e r i d e n t i f i e d a s “ 2 4 0 V r e a d y ; ” an d a r e s e r v e d m a i n e l e c t r i c a l s e r v i c e p a n e l s p a c e t o a l l o w f o r t h e i n s t a l l a t i o n o f a d o u b l e p o l e * Ex c e p t i o n s m a y a p p l y . Pa g e 5 o f 5