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HomeMy WebLinkAbout1428 W 2nd St & Unit 2 - PlanCONTRACTORS OR OWNER BUILD RNO WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED 1. "ALL APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS GARAGE CONVERS�ON �NTCI AN ADU 10. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED IN WRITING OF ANY VARIATIONS FORMORM THE DIMENSIONS AND „ FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. (CRC SEWAGE DISPOSAL SYSTEM(R306.3.) CONDITIONS SHOWN BY THESE DRAWINGS. R105.3.2) N 428 W 2f�D T U I T 2 11. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD,AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL AND SHALL THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE FOR 2. EVERY PERMIT ISSUED BECOME INVALID UNLESS WORK AUTHORIZED IS PREPARED AND PUBLICATION BY ANY METHOD, IN WHOLE OR IN COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2.) PART, IS PROHIBITED WITHOUT THE APPROVAL OF ARIAS AND AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS . A 12. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, ASSOCIATES TITLE TO THE PLANS SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS ." (CRC SAN TA ANA' CA 92�0� AND KITCHEN (R306.1) AND SPECIFICATIONS REMAINS IN ARIAS AND ASSOCIATES R105.5) DESIGNS, WITHOUT PREJUDICE. ANY ERRORS. AMBIGUITIES, 13. ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE SHALL HAVE A MINIMUM FINSHED INTERIOR OF AND OMISSIONS IN DRAWINGS AND SPECIFICATONS SHALL BE APN 007-191-101 ONE THOUSAND TWENTY FOUR (1,024) SQUARE INCHES AND SHALL ALSO BE CAPABLE OF ENCOMPASING A THIRTY (30) INCH CIRCLE 411.7 CPC. AND /OR BEFORE ANY PART OF THE WORK IS STARTED. UNLESS EXPRESSLY ATUPULATED. NO FAVOR BY VIRTUE OF Master 14. TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURLY ERRORS, AMBIGUITIES AND AMBITIONS, WHICH SHOULD HAVE BEEN DISCOVERED DURRININ G THE PREPARATION OF THE BID ESTIMATE AND DIRECTED TO OUR ATTENTION. Date PROJECT DATA FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN ON -HALF (1/2) INCH IN THE LEAST DIMENSION. CPC 313.12.4 VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS GENERAL NOTES SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANC OF THESE RESTRICTIONS. ALL OF THE FOLLOWING REQUIREMENTS WIL BE PART OF APPROVED PLANS FOR FULL ELECTRICAL: IN A TIMELY MANER. SCOPE: COMPLIANCE: 1. FIRST SWITCH TO THE ENTRANCE OF BATHROOM(S) AND /OR KITCHEN SHALL BE A FLOURECENT FIXTURE.(PLUG IN TYPE OR WITH BALLAST.) ROOF TIE IN CONVERT EXISTING 1 CAR GARAGE AND ADD INTO 1 BED ROOM, 1. CONSTRUCTION MATERIALS 2. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE PHASE, 15-20 AMPERE OUTLETS VERIFY PITCH FOR TIE-IN. -PLYWOOD SHALL BE D.F., CD-X PSI-95 INSTALLED IN DWELLING UNIT IN ALL AREAS (NOT ONLY SLEEPING ROOMS) SHAL BE 1 BATH , LVING ROOM AND KITCHEN, ADU UNIT CONCRETE STRENGTH: 2,500 P.S.I. @ 28 DAYS PER R404.1.2.3.1 PROTECTED BY AN ARC -FAULT INTERRUPTER(S) PER SECTON 210-12(b) OF THE PROJECT CONSULTANTS: NEW MINI SPLIT ,NEW WATER HEATER -CONCRETE f'c= 2,500 P.S.I. MIN. CALIFORNIA ELECTRICAL, 2022 EDITION. UL 1699 COMBINATION TYPE REQUIRED DEMO UNPERMITTED PATIO -STEEL STRUCTURAL TUBE, ASTM A53 GRADE B 3. BATHROOM RECEPTACLES SHALL BE SERVE BY DEDICATE 20 AMPCIRCUIT-CEC SECT. 210.11. (C) (3) -REINFORCING STEEL,ASTM A615, GRADE 60 PER CRC 404.1.2.3.7.1 4. PROVIDE OUTDOOR RECEPTACLE OUTLETS WITH WEATHERPROOF COVER AND GROUND MARIA D. ARIAS (DESIGNER) FAULT CIRCUIT INTERRUPTER (GFCI). ACCESSIBLE AT GRADE LEVEL AT THE FRONT AND AREA ANALISIS EXISTING (SF) 2. STEEL REINFORCEMENT: GRADE 60, DEFORMED. BACK OF THE DWELLING). 11818 RIO HONDO PKWY 3. LUMBER: USE DOUGLAS FIR, LARCH NO. 2 OR BETTER UNLESS OTHERWISE NOTED ON EL MONTE , CA 91732 EXISTING NEW TOTAL FRAMING PLANS. 4X AND LARGER -DFL#1 5. PROVIDE NEW 200 AMPERE ELECTRICAL SERVICE (FIELD VERIFY EXISTING SERVICE IF LIFER GROUND. PLEASE CONTACT EDISON FOR METER AN ADDITION OR MODIF BACKUP LIFER( BUS. 626 548-9305 ) FIRST FLOOR AT MAIN HOUSE 688 0 688 LOCATION. EMAIL: ariasdesigns2000@gmail.com 4. A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO WITH 6. RECEPTACLES IN A KITCHEN TO SERVE COUNTERTOP SURFACES SHALL BE INSTALLED AT EACH WALL 688 688 A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVING. THE WEEP SCREED MUST COUNTERTOP SPACE THAT IS 12" OR WIDER. NO POINT ALONG A WALL LINE SHALL BE MORE THAN 24" SIGNATURE : 0 TOTAL BE SHOWN ON THE APPROPRIATE DETAILS. FROM A RECEPTACLE OUTLET IN THAT SPACE. 210.52 AT LEAST ONE RECEPTACLE SHALL BE INSTALLED AT STRUCTURAL ENGINEER EACH ISLAND COUNTERTOP WITH A LONG DIMENSION OF 24" OR GREATER AND SHORT DIMENSION OF 12" UNPERMITTED PATIO TO BE DEMO : -162 SQ. FT. ENERGY TITTLE 24: OR GREATER. 210-52. AT LEAST ON OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTERTOP SPACE WITH A LONG DIMENSION OF 24" OR GREATER AND A SHORT DIMENSIONOF 12" OR GREATER 210.52. (E) PORCH: 91 SQ. FT. COUNTER TOP SPACES SEPARATED BY RANGE TOPS, SINKS ETC SHALL BE CONSIDERED AS SEPARATE DAVID LI & ASSOCIATES 1. COMPLY WITH THE FOLLOWING 2022 STATE ENERGY REGULATIONS (TITLE 24, STATE CONTERTOP SPACES. 1000 SAN GABRIEL AVE ROSEMEAD, CA 91770 CODE): BUS. (626) 288-1216 AREA ANALISIS (GARAGE CONVERSION INTO ADU) (a) SLIDING GLASS SHALL BE CAULKED AND CABLED BY ANSI FOR 7. PROVIDE TWO OR MORE DEDICATED 20 AMP SMALL APPLIANCE BRANCH CIRCUITS IN KITCHEN .(C) (1) ALL 15 AND 20 AMP RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED AS ALL 125 VOLT AIR INFILTRATION TESTALL . , PROPERTY OWNER TAMPERED -RESISTANT. 2022 CEC 406.11 (b) EXTERIOR JOINTS AND DOORS SHALL BE CAULKED AND WEATHERSTRIPPED. "SMOKE ALARMS AND C.O. ALARMS " EXISTING 1428 W 2ND ST UNIT 2 GARAGE TO BE CONVERTED NEW TOTAL (C) PROVIDE WEATHER STRIP OR SEAL AT THE ATTIC ACESS PANELS TO PREVENT DRAFTS. 1. THE POWER SOURCE FOR SMOKE DETECTORS SHALL BE AS FOLLOWS: SAN TA AN A, CA 92703 FIRST FLOOR 232.75 148.5 381.25 2. ALL LIGHTING IS REQUIRED TO BE HIGH EFFICANCY AS DEFINED IN CENC TABLE A. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND ELENA RAMIREZ 150.0-A AND THE SWITCHES AND CONTROLS SHALL BE AS REQUIRED BY CENC 150.0 (K) 2 FOR INTERIOR LIGHTS REQUIRED AND CENC 150.0 (K) 3 FOR EXTERIOR LIGHTS SHALL BE EQUIPPED WITH A BATTERY BACKUP. ( R314.4) B. CARBON MONOXIDE ALARM IS REQUIRED PER SEC 420. & R315. PHONE: 714-309-3759 232.75 148.5 381.25 TOTAL (CENC 150.0 (k) 1A). EMAIL :elenapantoja123@gmail.com 2. PROVIDE SMOKE & C.O. ALARMS (BATTERY BACK UP ) ADJACENT TO AND INSIDE EXISTING LOT SIZE:6100 SQ. FT. BEDROOMS. LOT COVERAGE : 1160.25 /6100 SQ. FT. =19 % GLAZING: 3. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL AREAS OF THE BUILDING OR BE 1. "ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT INTERCONNECTED. 1. SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC F.A.R. :1069.25/6100 SQ. FT. =18 % SAFETY COMMISSION. MANUFACTURERS TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION OWNER." 4. CARBON MONOXIDE ALARMS IN HALLWAYS LEADING TO SLEEPING ROOMS. MATERIALS OR EQUIPMENT IN THE PUBLIC WAY TYPE OF CONSTRUCTION 2. THE NEW GLAZED OPENINGS WILL BE LABELED TO INDICATED PER TITLE 24 EVERY REPORT. 5. SMOKE DETECTORS SHALL BE PROVIDED IN EACH SLEEPING ROOM, ON THE CEILING OR WALL 2. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID IMMEDIATELY OUTSIDE OF EACH SLEEPING ROOM, AND ON EACH STORY AND BASEMENT OFR DWELLING WORKER'S COMPENSATION INSURANCE CERTIFICATE. OCCUPANCY GR UPS (R-3) TYPE V-B 3. ALL GLASS SHOWER ENCLOSURES OR DOORS SHALL HAVE SAFETY OR TEMPERED GLASS. WITH MORE THAN ONE STORY. ( R314.3) TYPE CONSTRUCTION : (V-B) CODES: 3. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE STATE OF AUTOMATIC FIRE SPRINKLER : NO ROOF: CALIFONIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE LEGAL DESCRIPTION: NUMBER OF STORIES 1 ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCAL ORDINANCES: 1. PROVIDE 26 GAGE GALVANIZED SHEET METAL FLASHING AT THE JUCTURE OFTHE ROOF AND PLANS . iT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE FLOOR ZONE:X A TR PACIFIC ELECTRIC VERTICAL SURFACES CRC SECTION (R905.2.8.3) CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH 2022 CIVIC MECHANICAL CODE 2022 CRC RESIDENTIAL CODE CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. SUBBLK 4 LOT 8 2022 CBC BUILDING CODE 2022 COUNTY FIRE CODE 2. ROOF VALLEY, PROVIDE 26 GAGE GALVANIZED SHEET METAL FLASHING. CBC. SECTION R905.2.8.2 4. EXCESS OR WASTE CONCRETE MAY NOT BE WSHED IN THE PUBLIC WAY OR 2022 CEC ELECTRICAL CODE 2022 CPC PLUMBING CODE ANY OTHER DRAINAGE SYSTEM . PROVISIONS SHALL BE MADE TO RETAIN NOTE: THERE ARE NO EXISTING 2022 CRC RESIDENTIAL CODE 2022 CALIFORNIA ENERGY CODE HARDWARE: CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID EASMENTS ONSITE. 2022 CGBSC CALIFORNIA GREEN 1. ALL EMBEDMENTS MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION." WASTE. NOTE: UTILITIES WILL BE BUILDING STANDARDS CODE 2. "HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVAL PLATE WASHERS AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL 5. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD ) SHALL BE UNDERGROUND PER SAMC SECTION FRAMING." NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF 41-626 ANY DEMOLITION, ADDITION, AND /OR REMODEL WORK. THE SOUTH COAST 3. FASTENERS FOR PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COMPLEY ADU DEVELOPMENT FEE: ADU 381.25 SQ FT /(E) SFR 688 SQ FT =55% DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTMA 153. DRIVE IN DIAMOND BAR, PHONE NO. (909) 396-2000 . BE ADVISED, SCAQMD WEATHER PROTECTION: MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. ADU NOTE: THE ADU SQ FT/SFD SQ FT RATIO IS FOR PARK & REC FEE PURPOSE ONLY. WATER HEATER 1. TWO LAYERS OF "D" PAPER SHALL BE REQUIRED UNDER STUCCO APPLIED OVER WOOD 6• THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SQ " OF THE 1. NEW OR REPLACEMENT OF TANKED WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE SHEATHING ON WALLS. (SHEARWALLS.) 2. ALL EXTERIOR STUCCO LATH SHALL BE NAILED WITH #11 GAUGE, 1-1/2" LONG, 7/16" HEAD, A. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR SF OF THE EXISTING IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. AT THE LOWER POINT 1/4" THICK FUR NAILS. STAPLES SHALL NOT BE ALLOWED. 3. ALL EXTERIOR PENETRATION THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE RESIDENCE. SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS TO THE STRAPS. (C.P.0 508.2) THROUGH EXTERIOR PAPER AND / OR LATH SHALL BE SEALED .(CAULKED). ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS PLUMBING: MECHANICAL : MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. LIST OF SPECIAL INSPECTIONS: 1. " AN APPROVED SEISMIC GAS SHUTOFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON 1. ALL HEATING SYSTEMS SHAL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE B. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE THE FUEL GAS LINE ON THE THERMOSTAT SET POINTS AT LEAST 2 PERIODS WITHIN 24 HOURS. FORCES OF WIND OR WATER. DOWN STEAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR 2. FOR AN A FAU LOCATED IN THE ATTIC PROVIDE A MINIMUM ACCESS OF 30"X3011INCHES, A 24 >> 1. HERS RATER VERIFICATION IS REQUIRED FOR THIS OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING." INCH WIDE WALWAY, A 30" DEEP WORK PLATFORM , AND ELECTIC LIGHT OUTLET ADJACENT TO RELATED SOLID WASTES MUST F DEPOSITED C. TRASH AND D RECEPTACLE INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER THE FURNACE AND SWITCHED BY THE OPENING. CHECK LIST FOR ATTIC FURNACES AND AND DISPERSAL BY WIND. PROJECT. SEE FORM CF1 R FOR FEATURES REQUIRING HERS COOLING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING: VERIFICATION." 2. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE EITHER A PREASSURE BALANCE A. HAVE A 30" X30" MINIMUM ATTIC ACCESS OPENING WITHIN 20 FT. OF THE EQUIPMENT. D FUELS, OILS, SOLVENTS OTHERAND TOXIC MATERIALSMUST BEOR ACCORDANCE WI H THEIR L STNG NOT BCONTAMINATE THE OR A THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING TYPE VALVE. B. HAVE A CONTINUOUS 24" WIDE SOLID FLOOR ACCESS PATH THERETO. SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS AE TO BE PROTECTED FROM THE WEATHER . SPILLS MUST BE CLEANED UP "Compliance with the documentation requirements of the 2022 3. PROVIDE MINIMUM OF 3" ROUND BUILDING/SEWER DRAIN LINE WITH 2% MIN. SLOPE C. HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY SWITCH AT THE IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER . SPILLS MAY NOT BE Ener Efficiifthis project. Energy Efficiency Standardss necessary yor IF REQUIRED. Q ACCESS POINT) AT THE FURNACE. WASHED INTO THE DRAINAGE SYSTEM. Registered, signed, and dated copies of the appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary 4. PROVIDE HOSE BIBS WITH NON -REMOVABLE BACKFLOW PREVENTER AT REAR AND FRONT OF DWELLING. 4. HAVE A 30" DEEP WORKING PLATFORM AT CONTROL SIDE (S). E. DUE TO THE POSSIBLE PRESENCE OF LEAD- BASED PAINT , LEAD -SAFE WORK PRACTICES ARE REQUIRED FOR ALL REPAIRS THAT DISTURB PAIN IN intervals for Building Inspector review. Final completed forms PRE-1979 BUILDINGS. FAILURE TO DO SO COULD CREATE LEAD HAZARDS will be available for the building owner." 5. CALIFORNIA GREEN BUILDING STANDARDS CODE, SECTION 4.303.1 3. SYSTEM SHALL BE CAPABLE OR MAINTAINING A ROOM TEMPERATURE OF 68 F AT A POINT 3' THAT VIOLATE CALIFORNIA HEALTH AND SAFETY CODE, SECTIONS 17920.10 A. WATER CLOSETS 1.28 GALLONS PER FLUSH . C. KITCHEN FAUCETS * 1.8 GALLONS PER MINUTE @ 60 PSI ABOVE THE FLOOR IN ALL HABITABLE ROOMS. AND 105256 WITH POTENTIAL FINES FOR VIOLATIONS UP TO $5,000 (SECTION B. SHOWER HEADS * 1.8 GALLONS PER MINUTE @ 80 PSI. D. LAVATORY SINK FAUCETS 1.2 GALLONS PER MINUTE @ 60 PSI. 4. ALL NEW HVAC EQUIPMENT MUST HAVE AN EFFICIAENCY RATING OF SEER PER ENERGY FORMS. (d) AMENDED ) OR IMPRISOMENT FOR NOT MORE THAN 6 MONTHS IN THE COUNTY JAIL OR BOTH SHEET INDEX 6. FIXTURES HAVING CONCEALED SLIP JOINS CONNECTIONS SHALL BE PROVIDED WITH AN ACCESS PANEL OR UTILITY SPACE AT LEAST 12 INCHES IN IT'S LEAST DIMENSION AND SO ARRANGED. 5. " DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE." . F. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY , RELAVANT 00- COVER SHEET 06- ENERGY CALCULATIONS 01- SITE PLAN & ROOF PLAN 07- GREEN BUILDING NOTES 02- ADU FLOOR PLAN 08- GREEN BUILDING NOTES 7. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE NOTE: LAWS, ORDINACES, RULES AND /OR REGULATIONS. - 09- STRUCTURAL DRAWINGS /� OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4) 8. PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.( MECHANICAL, ELECTRICAL AND PLUMBING AR NOT PART OF THIS PLAN REVIEW AND APPROVAL. THE BUILDING AND SAFETY DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL ELECTRICAL, WATER OR GAS REVISONS REQUIRED BY ANY NON -CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO G. IN AREAS WHERE EXPANSIVE OR COLLAPSIBLE SOILS ARE KNOWN TO EXIST, ALL DWELLINGS SHALL HAVE A CONTROL METHOD OF WATER DISPOSAL FROM ROOFS THAT WILL COLLECT AND DISCHARGE ROOF DRAINAGE TO THE GROUND 04-MAIN SFR FLOOR PLAN & ELEV 010- STRUCTURAL DRAWINGS _ 011- STRUCTURAL DRAWINGS 9. PROVIDE 72 INCH HIGH NON -ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (R308) ENSURE PROPOSED ADDITION OR ALTERATION CAN AND WILL MEET UTILTY COMPANY REQUIREMENTS. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. R801.3. COPYRIGHT IP SS l COMMON LAW AND OTHER PROPERTY RIGHTS IN THESE PLANS . THESE PLANS SHAL NOT BE CHANGED, COPIED, OR REPRODUCED IN ANY FORM OR MANNER . NOR SHALL THEY BE ASSIGNED TO ANY THIRD PA 1 PTE ESI S. E N r0 E v ~ U W zz N Q L Q �O Q z M 00 Z W o M C W Q LV Z J Q Q m O w O a J a U ■ W 0 U a. J Q z W Q z O 0 Q O UCID F Lij I 0) z Co OLo O _J CD W Qp � CO O�co T �QQ ('15 O J_ Q O Fr LU Co TM W r N W W 0 W Z = J a LLI LLI Z 0 La DATE SCALE AS NOTED DRAWN: JOB NO.: 2411532 SHEET oo- n ency I ICE GARAGE CONVERSION INTO AN ADU 1428 W SANTA APN 2ND ANA, 007 ST UNIT 2 CA 92703 191101 PROJECT DATA SCOPE: CONVERT EXISTING 1 CAR GARAGE , AND ADD , INTO 1 BED ROOM, 1 BATH , LVING ROOM AND KITCHEN, ADU UNIT NEW MINI SPLIT , NEW WATER HEATER DEMO UNPERMITTED PATIO AREA ANALISIS EXISTING (SF) EXISTING NEW TOTAL FIRST FLOOR AT MAIN HOUSE 688 0 688 688 0 688 UNPERMITTED PATIO TO BE DEMO : -162 SQ. FT. (E) PORCH: 91 SQ. FT. AREA ANALISIS (GARAGE CONVERSION INTO ADU) EXISTING GARAGE TO BE CONVERTED NEW TOTAL FIRST FLOOR 232.75 148.5 381.25 232.75 LOT SIZE:6100 SQ. FT. LOT COVERAGE : 1160.25 /6100 SQ. FT. =19 % F.A.R. :1069.25/6100 SQ. FT. =18 % TYPE OF CONSTRUCTION TYPE V-B LEGAL DESCRIPTION: A TR PACIFIC ELECTRIC SUBBLK 4 LOT 8 NOTE: THERE ARE NO EXISTING EASMENTS ONSITE. NOTE: UTILITIES WILL BE UNDERGROUND PER SAMC SECTION 41-626 NOTE: FINISH GRADE AROUND THE STRUCTURE/ ADDITION SHALL SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 5% FOR A MINIMUM DISTANCE OF 10 FEET. 57 MIN 51 OFF AWAY FPOM FoUNPATioN 10' -0" MIN DRAINAGE NOTES: I TU. li JU I .L../ TOTAL ADU DEVELOPMENT FEE: ADU 381.25 SQ FT /(E) SFR 688 SQ FT =55% ADU NOTE: THE ADU SQ FT/SFD SQ FT RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SQ " OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR SF OF THE EXISTING RESIDENCE. OCCUPANCY GROUPS (R-3) U TYPE CONSTRUCTION : (V-B) AUTOMATIC FIRE SPRINKLER :NO NUMBER OF STORIES : 1 FLOOR ZONE:X ROOF PLAN SCALE: 1/8=1'-O" LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE 10 FT (5% SLOPE) . WHERE LOT LINES , WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL WITHIN 10 FT, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE (CRC R401.3) IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING . (CRC R401.3) y -71 —�II _I 131—III 20' —01 NOTE: (E) 6 HIGH BLOCK FENCE PROPERTY LINE 50 MECHANICAL, ELECTRICAL AND PLUMBING AR NOT PART OF THIS PLAN REVIEW ' ..: :.<,.. . •.:.. •:..:.: .'.:. :. ..-I:n•.. -:. r':.a`e. ..:., :;,. ::. .:F "... a.•: "".ti'i.: ...<'+i: !.'.•.Sl.. mow•`:.: `.< ... ::.ri : AND APPROVAL. THE BUILDING AND SAFETY DIVISION PLAN REVIEW DOES NOT - INCLUDE POTENTIAL ELECTRICAL WATER OR GAS REVISONS REQUIRED BY O ° ANY NON -CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO �1_ q o ENSURE PROPOSED ADDITION OR ALTERATION CAN AND WILL MEET UTILTY -0 EXISTING 1 CAR GARAGE' COMPANY REQUIREMENTS. MEP ARE SUBJECT TO BUILDING FIELD ,; OPOSED ADDITION O BE CONVERTED 232.75 INSPECTION. w 1 .5 SQ FT SO FT TOTAL ADU 381.25 SQ FT (N) ENCLOUSURE THAT MATCHE W/ THE MATERIAL AND COLOR OF THE SFR 5% (N) 200 AMP 5% ELECT METER 5% CLASS "A" ROOF COVERING O (WOOD SHAKE OR WOOD SHINGLE PROHIBITED) 01 METAL BIRDSTOP OR 36" WIDE s (E) LANDSCAPE 72# MINERAL -SURFACED z NONPERFORATED CAP SHEET (ASTM D3909) o G.I. FLASHING 4 I -0I 2X CONTINOUS - (E) UNPERMI ED iv PATIO 162 SQ FT 7/8" STUCCO MINIMU /8" INCH THICK TYPE X — N TO BE DEMO J40 GYPSUM BOARD WALLBOARD, MIN. 2X4 WOOD STUD WITH 6D COOLER NAILS OR NO. W ELECTRICAL) WALL WITH STUDS @ 16" 6 W-TYPE DRYWALL SCREWS BY Z c O.C. 1-7/8" INCH LONG (MINIMUM) @ ~' Y 7-INCHES O.C. (MAXIMUM) w O '4 a �� �� u O A 1 HR FIRE RATED EAVE & WALL N Lu � Y (E) LANDSCAPE (N) ENCLOUSURE THAT MATCHES THE MATERIAL AND COLOR OF m THE SFR Lu t, ;R. O EXISTING SEWER LINE 3" ABS SFR 638 SQ FT LANDSCAPE PLANT LEGEND SIZE QNTY O NEW (4) 3-6'H PALM TREE NEEDLE PALM (RHAPIDOPHYLLUM HYSTRIX) 5 GAL 4 O OBAMBO PLANT (5) PLANTS ( CHAMAEDOROREA) 9 5 GAL O2- 48" BOX TREES EVERGREEN TYPE B (MAGNOLIA GRANDIFLORA) 48" BOX 2 NEW 1 GALON SHRUBS (BIG BUE LILY TURF) 15 BOXES 1 GAL 30 ONEW 5 GALON SHRUBS (ROSE OR HIBICUS 5 GAL 6 O ° ROSA SINENSIS BRILLIAN) O(N)GRASS SAINT AUGUSTINE (STENOTAPHRUM SECUNDATUM) PLUG 180 PROJECT CONSULTANTS: MARIA D. ARIAS (DESIGNER) 11818 RIO HONDO PKWY EL MONTE , CA 91732 BUS. (626) 548-9305 EMAIL: ariasdesigns2000@gmail.com PROPERTY OWNER JOB ADDRESS: 1428 W 2ND ST SANTA ANA, CA 92703 OWNER: ELENA RAMIREZ PHONE : 714-309-3759 EMAIL :elenapantoja123@mail.com 91-61I 5%__� O (E) CONT. DRIVEW kyN 5% (E) GATE wl M W w = / z Q L N U_ �: LL 1) GAS ETER O I_ (E) PORCH 91 SQ 0 Cl FT(D Too F` ; O CX15TING ) 0 LANDSCAPE E 0 (LAWN, GRA ) 1 ON (E) LANDSCAPE 1 5 AL 0 5 0 Lu 3 AY � I (E) 4'HIGH CHAINLINK PROPERTY LINE 50' (E) 4'HIGH CHAINLINK FENCE FENCE 0 (E) WATER (E) SIDEWALK METER W. 2ND ST PLOT PLAN -- SCALE: 1/8=1'-O" + � J Q Lu 0 U7 w w U z w U- Y z 2 w O CITY OF S Planning r A FOR PE Master I D Date: 1. ANTA ANA ehcy N r) E O O � � v z N — ~ Q W Ir M z z N Q Lo m Q ti .O Q ~ W cM m Q W _ (D p Lu W z J m Z O O O0 a W M IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � z Y� W 0 J ■ U 0� W 0 U a .J Q z W H W N co r` 0') Z O L� U CD —_ Lij c� O Co Lo CD J CD w -,-�o C\2 (D I Cc O cli_0 p �D 0 O cz = J O Q co Lu T co T T E PRO NOTE: THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (INCL. TUBULAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN 20" CLEAR COMPLETED. Q NOTE: OP ABLE "THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN A ACCORDANCE WITH ASTM E1300." IN. SIZE WINDOW FOR 20" CLEAR WIDTH PLUMBING FIXTURES 1. ALL NON COMPLIANT PLUMBING FIXTURES IN ANY RESIDENTIAL BUILDINGS UNDERGOING ADDITIONS, ALTERATION OR IMPROVEMENTS SHALL REPLACED NONCOMPLIANCE PLUMBING FIXTURES WITH WATER -CONSERVING PLUMBING FIXTURES PRIOR TO FINAL INSPECTION. THE REQUIREMENTS SHAL APPLY TO NEW FIXTURE IN ADDITIONS OR AREAS OF ALTERATION TO THE BUILDING 2022 ADOPTED SUPPLEMENT SECTIONS 301.1.1 .4.303.1.1, 4.303.1.4.4 & 2022 CPC SUPPLEMENT SECTIONS 403.0-403.8). NOTES: 1. BATHTUB AND SHOWER FLOORS, AND WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 2. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ . IN. OF FLOOR AREA, AND ENCOMPASS 30 IN. DIAMETER CIRCLE. PROJECTS REQUIRING CAL GREEN CODE COMPLIANCE MUST RECYCLE AND /OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCOUNDANCE WITH THE CALGREEN CODE COMPLIANCE MUST RECYCLE AND /OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH THE CAL GREEN CODE SECTIONS 4.408.1 AND 5.4081 SMOKE ALARMS INTERCONNECTED, HARD WIRED SMOKE ALARMS WITH BATTERY BACK UP SHALL BE INSTALLED. INTERCONNECTED, HARD -WIRED CARBON MONOXIDE ALARMS WITH BATTERY BACK UP SHALL BE INSTALLED PER CRC R315 1.13ASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN. WIDTH SHALL BE 20 IN. MIN. , AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 1. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS AT LEAST ONE CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. SMOKE ALARMS 1. BATTERY SMOKE ALARM PERMITTED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. 2. SMOKE ALARMS SHALL BE TESTED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. SMOKE ALARMS SHALL BE REPLACED AFTER 10 YRS FROM THE DATE OF MANUFACTURED MARKED ON THE UNIT. 3. CONVENTIONAL IONIZATION SMOKE ALARMS THAT ARE SOLELY BATTERY POWERED SHALL BE EQUIPPED WITH A 10 YEAR BATTERY AND HAVE A SILENCE FEATURE. FOR BUILDINGS WITH FUEL BURNING APPLIACES AND /OR ATTATCHED GARAGES, PROVIDE AN APPROVED CARBON MONOXIDE ALARM AT: 1. OUTSIDE OF AEACH SEPARATE SLEEPING AEA IN THE IMMEDIATE VICINITY OF THE BEDROOMS 2. BATTERY CARBON MONOXIDE ALARM IS PERMITTED EXISTING DWELLING UNITS WHERE NO CONSTRUCTION IS TAKING PLACE. EMERGENCY ESCAPE/ EXIT WINDOW o0Ill FZ'-' sc" E o E THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM ALLOWED FOR EGRESS UNLESS MANUF. DATA IS SUPPLIED QTY, SYM. TYPE -# W H M AT E F2 I A L STANDARD HEADER HEIGHT LID E. WOOD W7-DE,Ilk 20" CLEAR 1 A STANDARD 3068 3'-0" 6'-8" BOLT. -a' 2 © STANDAR 2868 2'-8" 6'-8t HOLLOW CORE. WOOD. OP LE MIN. SIZE WINDOW FOR 24" CLEAR WIDTH 1) 20" MIN. CLEAR WIDTH 2) 24" MIN. CLEAR HEIGHT 3) 5.7 S.F. MIN. CLEAR HEIGHT AREA EMERGENCY LACRC SECTION R327 (Effective January 151, 2023) Idol f.[�fi!e7�[af�a�irel.�T�I7r•31�7a�9�.i�r.7. I V II n II SINGLE CASEMENT SLIDER 2-4X4-0 4-OX4-0 2-6X3-6 5-OX3-6 6-OX3-0 DOUBLE CASEMENT SINGLE/ DBL HUNG 4-8X4-0 3-Ox4-6 8-0X4-0 CASEMENT/FIXED COMBO. 3-O S-0 10-OX4-0 7-OX4-0 3-4XXX5-6 12-OX3-0 3-8X5-0 BAY/AWNING: 4-0X5-0 NON EE W/0 MANU. DATA SINGLE/FIXED COMBO. OTHER �NDOW TYPES NONE W/O MANU. DATA NONE W 0 MANU. DATA FLOOR LEVEL NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BY WINDOW MANUFACTURES, HOW EVER THESE ARE GENERAL DIMENSIONS. IT IS THE OWNERS RESPONSIBILITY TO VERIFY THAT THE ACTUAL WINDOWS INSTALLED MEET THE MINIMUM EGRESS REQUIREMENTS. EXIT WINDOW (CBC 310.4) R327.1 Aging -in -place design and fall prevention. Newly constructed dwellings subject to the requirements of this code shall be designed and constructed in accordance with Sections R327.1.1through R327.1.4. Exceptions: 1. Covered multifamily dwellings designed and constructed in accordance with Chapter 11A of the California Building Code. 2. Public housing and places of public accommodation required to comply with Chapter 11B of the California Building Code. R327.1.1 Reinforcement for grab bars. At least one bathroom on the entry level shall be provided with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of the dwelling shall comply with this section. R327.1.2 Electrical receptacle outlet, switch and control heights. Electrical receptacle outlets, switches and controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be located no more than 48 inches (1219.2 mm) measured from the top of the outlet box and not less than 15 inches (381 mm) measured from the bottom of the outlet box above the finish floor. R327.1.3 Interior doors. Effective July 1, 2024, at least one bathroom and one bedroom on the entry level shall provide a doorway with a net clear opening of not less than 32 inches (812.8 mm), measured with the door positioned at an angle of 90 degrees from the closed position; or, in the case of a two- or three-story single family dwelling, on the second or third floor of the dwelling if a bathroom or bedroom is not located on the entry level R327.1.4 Doorbell buttons. Doorbell buttons or controls when installed shall not exceed 48 inches 1219.2 min above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches (1219.2 mm) measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button or control. AGING -IN -PLACE DESIGN AND FALL g PREVENTION REQUIREMENTS CRC R327 I LAv J .............:.... N� EXAMPLE LOCATION OF 2%B N 5+' NIn i- . SLGGESTM, r_ REINFORCEMENT ,sUGGfsicpe fi--+j 391/4- m FOR FUTURE GRAB BARS 391/4" 'Zak � � �.................... _ A EXAMPLE LOCATION OF ci HOMM& IN j U 2%8 REINFORCEMENT c FOR FUTURE GRAB BARS m WATER CLOS AND ADJACENT BACK WALL TO SIDE WALL L SIDE WALL BACK A WLL WATER CLOSET ADJACENT TO TWO SIDE WALLS SIDE WALL BACK WALL CONTROLS SIDE HEAD END BACK WALL CONTROLS END 39.1/4" 39.1/4" 39-1/4" 39.1/4" 39-1/4" • 39-1/4' -'r --'n- 32" 32.. O 32" 32'\ 132" 32.. SHOWER ENCLOSURE BATHTUB OR TUB/SHOWER NOTES .. ,...for t d d� ent most t>r o between the d�menswns s e ed SetiEt<epiton4 - c m ca e p c 2. ke�nlurc ment must be <onenuous in bathtub, bathtub combo and shove. wall enclosures, where well on' anw��i r�uwl?i+u to nNs"noon Lamm9 sp,o ded F'aox On lwrarb tomPof 3. Reinforcement may be solid lutuber Orother construction materials that provide equal f-ght andload I>aaNaErL u,L.,�, capacity. 4. Thelocanonolthe reinf-, me nt muss be mcorpnrated n the Opetaoon and Mamtenanre Manua l(e.g_ floor plan and eleva4 on deta Isl requ rod by - aB NAx 5. Andrl onal hack wall rc nlorcemem must be d wnh the bottometlge ne more than finches aboxe+I- ae'raAt TO TOP OF WRET BOX bdthtu- --1 6. Thesuggeved d�mens,onsare to accommodate tl,e mm,mnm.ew�red 36+ he Tearan enter to `J µinter, at a water closet; and m�n�mum 24nches clear space in 4ont of water closet (- • c r l At this hint . " ecif does no[ spy the mnaimum. lengths at these Ibcauons. However. please consult wnh the local � lunsa�amn. ExlCii"ONS eortib.l or t, rl r, n,.. 1 Rernlor--, for future floor mounted. foldaway or s Jm ,ohe-legrabbarmaybeinstalledwnhp,- approvals 4om IM1e enforc�nq agency. 2. Wallrernlo,cemenl rs not requited where pre -fabricated''shower& bathtub panelsthal. havemtegtal facto,t nlled grab bars, os when factory-stallu led reinforcement lot grab bars rs provided. 3, Reistnaforce ent oflloo"1S "Ol ¢q t'ed fo,WO ubs and water closets mstaued nn cone,e flors o. 4. Ded�catedrreceptacie Dwtlbis; ll9or receptacle oudms:comtuls mounted on ce�hny laps and ce�lmy��yhts and HEIGHTS FOR ELECTRICAL RECEPTACLE OUTLETS, SWITCHES, ­­I,located on.eppl-ces:'and,equ"edmceptadeaonowall space,ha, has a be,ft,n leas- above DOORBELL BUTTONS, INCLUDING HVAC CONTROLS Fnlshfloor less than 15Inches. . f AGING IN PLACE DETAILS / NOT TO SCALE ,1••11=03 1. BATHTUB AND SHOWER FLOORS, AND WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 2. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ . IN. OF FLOOR AREA, ND ENCOMPASS 30 IN. DIAMETER CIRCLE. 1 1 1 WIN E�>OVV SCH EAU LE QTY, SYM, TY P E W H 2 01 SLIDING 4'-0" 4'-0" 1 O SLIDING 2'-0" 2'-0" Q M I�'-III 17 71,311 V�f T I I NOTE: FRAME MATERIAL VINYL. FRAME, DUAL GLAZED VINYL. FRAME, DUAL GLAZED TEMP. 1. SMOKE ALARMS SHALL BE TESTED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS . SMOKE ALARMS SHALL BE REPLACED AFTER 10 YRS FROM THE DATE OF MANUFACTURED MARKED ON THE UNIT. 2. CONVENTIONAL IONIZATION SMOKE ALARMS THA ARE SOLELY BATTERY POWERED SHALL BE EQUIPPED SITH A 10 YR BATTERY AND HAVE A SILENCE FEATURE 10 1M � IQ. ri •. I F lift 1 . • Ime � IL1 WP 13FI - TYP O r x 014011 I (I 200 AMP Q ELECT METER I I -9" 91,/tll FLOOR PLAN SCALE: 1/4=1'-0" 32 .25 32 .25 .32 .25 THE LARGEST RISE OR RUN MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8" 10" MIN. RUN W/ ltt NOSIGN �X w M Q (n n � � SEC. R311.7.4 CRC 1 STEPS ELECTRICAL LEGEND I­_+HB HOSE BIBB GAS GAS OUTLET (N) CARBON MONOXIDE DETECTOR W/ BATTERY BACK UP CM SD (N) SMOKE DETECTOR TO BE SD HARDWIRED W/ BATTERY BACK UP (E) SMOKE DETECTOR BATTER SD ONLY �PH PHONE JACK DUPLEX OUTLET 220V. 220V OUTLET 0GF1 GROUND FAULT INTERRUF �wP WATERPROOF OUTLET VS VACANCY SENSOR K19LIGHT SWITCH Ib9� DIMMER SWITCH ® HIGH EFFICACY FLOURECENT LIGHTS I-° DOOR BELL BUTTON WALL BRACKET OUTLET EXTERIOR HIGH EFFICACY SURFACE MOUNTED LIGHT MS MOTION SENSOR/ PHOTO CELL OO RECESSED LIGHT FIXTURE HIGH EFFICACY FLOURECENT LIGHTS NOTE: EXHAUST FAN W/ 50 CFM (MIN.) W/3.0 SONE (MAX.) 1. NEWLY INSTALLED BATHROOM (E) EXISTING EXHAUST FANS SHALL BE ENERGY t STAR COMPLIANT AND BE DUCTED TO (N) NEW TERMINATE TO THE OUTSIDE OF THE BUILDING. wAI_L_ I,E�GF_NP 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE NFW WLL ® VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WICH ------__ WALL 1'O a + SHALL BE READILY ACCESSIBLE. rl�MOVFP (E) WALE IW FIFA N E O O 0 N Q N (n U LU170) @� zz N Q Q W �O �Q Q � C 6 Z M 00 z Q J LU ca LU LU J Q Z Z 0 m O a w IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � z U/ W C\J r� U Q O "� OC 14 Q CC) 0 U QCc o UJ UJ wX E O� 0 J o CDW CV U �rn VJ �x W ryc J CI1 a �co O -0 Jco I Cc 0� Q O d' CIO H =Lo Q z CO (DO C\2 W CD Lj QCC) �. r 1111 11-4 T W INN ■ 111111 E Alk 130 MIRE NOTES: 1. BATHTUB AND SHOWER FLOORS, AND WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 2. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ . IN. OF FLOOR AREA, AND ENCOMPASS 30 IN. DIAMETER CIRCLE. 3. " SMOKE ALARM" SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72" 4. TAMPER -RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS SPECIFIED IN 210.52 ALL NONLOCKING-TYPE 12 VOLT, 15- AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 5. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING TYPE VALVE. 6. ALL NEW, REPLACEMENT AND EXISTING WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. ABOVE THE CONTROLS. 7. ALL FINISHED MATERIALS, SUCH AS ADHESIVES, SEALANTS, CAULKS, PAINTS, AEROSOL PAINTS , COATINGS, CARPET SYSTEMS, RESILIENT FLOORING SYSTEMS AND COMPOSITE WOOD PRODUCTS SHALL CONFORM TO THE VOC AND FORMALDEHYDE LIMITS SET SET FORTH IS SECTION 4.504.2, 4.504.4. 4.504.5 AND TABLES 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 2013 CGB SC 8. SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CELING HEIGTH OF 6'-8" ABOVE A MINIMUM AREA OF 30"X30" AT THE SHOWER HEAD 9. SHOWER AND TUB -SHOWER COMBINATION CONTROL VALVES SHOWERS AND TUB -SHOWER COMBINATION IN BUILDINGS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCAID AND THERMAL SHOCK PROTECTION. THESE VALVES SHALL CONFORM TO ASSE 1016 , " STANDARD FOR AUTOMATIC COMPENSATING VALVES FOR INDIVIDUAL SHOWERS AND TUB -SHOWER COMBINATIONS" , OR ASME A112.18 1/CSA B125.1,"STANDARD FOR PLUMBING SUPPLY FITTINGS." HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR MEETING THIS PROVISION. ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. ABOVE THE CONTROLS. 10. GROUND -FAULT CIRCUIT -INTERRUPTION (GFCI) FOR PERSONNEL SHALL BE PROVIDED AND INSTALLED IN READILY ACCESSIBLE LOCATION PER CEC 210.8 (A) ll.. ARC -FAULT CIRCUIT -INTERRUPTION SHALL BE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. PER CEC SECTION 210.12(A) 12. AS OF JANUARY 1, 2014 SIB 407 REQUIRES THAT NONCOMPLIANT PLUMBING FIXTURES IN RESIDENTIAL AND COMMECIAL PROPERTIES BUILT ON OR BEFORE JANUARY 1, 1994, BE REPLACED WITH WATER -CONSERVING PLUMBING FIXTURES WHEN THE PROPERTY IS UNDERGOING ADDITIONS, ALTERATIONS OR IMPROVEMENTS. VENT CALCULATION REQUIRED ATTIC VENTILATION: 381.25/150 SQ. FT. : 2.541 X 144=365.99 40%-50% OF REQUIRED UPPER VENTILATION UPPER VENTILATION PROVIDED: CMI BH24 12X24 SQUARE TAIL 12 IN. 24 IN. X 9 IN. (100 SQ IN NFV)/365.99=3.65 TOTAL UPPER VENTS PROVIDED: 4 UNDER FLOOR VENTILATION: �C�6 B / ATTIC NOTE : 1. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION -RESISTANT MINERAL -SURFACED NONPERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL LENGHT OF THE VALLEY. 2. "ROOF GUTTERS SHALL BE DESIGN TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS." 3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAT 1/150 OF THE AREA OF THE SPACE VENTILATED (R806.2.) 4. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE A CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS AGAINST THE ENTRANCE OF RAIN. (R806.1.). PROVIDE ATTIC VENTILATION CALCULATIONS ON PLANS. 5. VENT OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES, AND UNDERFLOOR VENTS SHALL RESIST BUILDING IGNITION FROM THE INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENT OPENINGS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH MIN. 1/16" AND MAX. 1/8" OPENINGS. 6 OPENINGS SHALL HAVE CORROSION -RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/8 IN. MINIMUM AND 1/4 IN MAXIMUM OPENING . 7. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN: I. - OF THE ATTIC SPACE OR ii. 30o PROVIDED A CLASS I OR 11 VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF CEILING IN CLIMATE ZONES 6,7 AND 8 OR iii. soo PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENT AREA IS LOCATED WITHIN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. NOTE: "WALL COVERINGS IN SHOWERS AND TUBS WITH SHOWERHEADS SHALL BE CEMENT PLASTER, TILE, OR EQUAL TO 6 FEET (72") ABOVE DRAIN . ENCLOUSURES MUST BE OF APPROVED SAFETLY GLAZING AND DOORS (22" MIN WIDTH) MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURES WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60" ABOVE DRAIN ." CRC R307.2 NOTE: " COMBINATION TYPE AFCl/GFCI IS REQUIRED AT KITCHEN RECEPTACLES." CALIFORNIA GREEN BUILDING STANDARDS CODE, SECTION 4.303.1 : A. WATER CLOSETS 1.28 GALLONS PER FLUSH . B. SHOWER HEADS * 2.0 GALLONS PER MINUTE @ 80 PSI. C. KITCHEN FAUCETS * 1.8 GALLONS PER MINUTE @ 60 PSI D. LAVATORY SINK FAUCETS 1.2 GALLONS PER MINUTE @ 60 PSI. OUTDOOR WATER USE. SUBMIT LANDSCAPE PLAN TO PLANNING DEPARTMENT SEPARATE FOR REVIEW AND APPROVAL. CGBSC SECT. 4.304 " BUILDER/CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE BUILDING INSPECTOR SHOWING THAT THE INSTALLED PLUMBING FIXTURES MEET THE MAXIMUM ALLOWABLE FLOW RATES AS NOTED BELOW." CGBSC SECT. 4.303.1 (N) SIDING TO I MATCH MAIN FR . 51,011 ASPHALT SHINGLES \ OVER 1 LAYERS OF 1 #30 FELT CLASS"B" ROOFING MATERIAL OR BETTER. ICC ESR #1389 12 EAST ELEVATION SCALE: 1 /4= 1 '-0'' TO # 15 EXTERIOR LA LAYERS 0 OVER EXTERIOR WALL WEATHER -R CORRO SC FOUNDATION P OF 4 INCHES INCHE (E) ROOF METAL LATH TUD 7/8" STUCCO MATCH EXIST' G 2-LAYERS OF FELT PAPER TH : PROVIDE TWO F GRADE D PAPER PLYWOOD/OSB SHEATHING. COVERING OVER ESISTIVE BARRIER. A MIN. 26 ga. SION-RESISTANT WEEP REED FOR STUCCO AT LATE LINE A MINIMUM ABOVE EARTH OR 2 S ABOVE PAVED AREA ASPHALT SHINGLES OVER 1 LAYERS OF #30 FELT CLASS"B" ROOFING MATERIAL 24"X 12" OR BETTER. ICC ESR #1389 DORMER VENT TYP. ---- FRAMING (N) STUCCO.. 2X6 RIDGE BOARD (E) 2X6 R.R. @ 24 " O.0 12 PITCH 4 N)2x CLG.JST @ 16" O.C. A-35 W/ SOLID BLOCKI R-30 INSUL. NEW LIVING ROOM LYWD SHEATHING - 13 INSUL USE RED CARD EPDXY MOISTUREgARRIER USE RED GARD 2 COATS OF REDGARD WATER AND CRACK PROOFING MEMBRANE OVER ALL EXISTING C EXISTING FOUNDATION O co Cf�055 SECTION A SCALE I /4"= I �(N) SIDING TO� MATCH MAIN FR NORTH ELEVATION SCALE: 1 /4= I '-0" 24"X 12" DORMER VENT TYP. ASPHALT SHINGLES \ OVER 1 LAYERS OF 1 #30 FELT CLASS"B" ROOFING MATERIAL OR BETTER. ICC ESR #1389 5OUTH ELEVATION SCALE: 1 /4= 1 '-0'' A I DOUBLE TOP FOR PE PLATES 7/8" STUCCO OVER _ATH & 2 LAYERS GRADE 'D" BUILDING PAPPER !- 13 INSUL ?x4 STUDS @ I G" O.C. -5/8" 0 A.B. EMBEDED 7" INTO M CO 6'-0" O.G. 12" FROM CORNERS W/ Master I D 1/4" X 3" X 3" PLATE WASHERS Date: -WEEP SCREED FOR STUCCO AT THE I FOUNDATION PLATE LINE A MINIMUM OF 4-IN. ABOVE EARTH OR 2-IN. ABOVE PAVED AREAS WITH A 5-1/2 IN. WEEP SCREED, 3-1/2 IN. VERTICAL FLANGE WITH TOP VERTICAL FLANGE EDGE AT THE TOP OF THE MUDSILL. (CBC 2512.1.2.) 12 4 =(N) SIDING TO MATCH= _ -MAIN SFR WEST ELEVATION SCALE: 114 = I '-0" O ro IIIIIIIIIIIIIIIIIIIIIIIIIIII � Z W r� Q O "� OC U Q� o E lipsW0mm 1 NOTE: THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (INCL. TUBULAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 2�, -211 O O Q (E) SFR FLOOR PLAN SCALE: 1/4=1'-0" MOVE WALL CLING ITS *�> ©* EMERGENCY ESCAPE/ EXIT WINDOW THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM 0" ALLOWED FOR EGRESS UNLESS MANUF. DATA S SUP IED 2) 24" MIN. CLEAR HEIGHT 3 5.7 S.F. MIN. CLEAR HEIGHT AREA EMERGENCY STANDARD HEADER HEIGHT SINGLE CASEMENT SLIDER 2-4X4-0 4-OX4-0 2-6X3-6 5-OX3-6 6-OX3-0 DOUBLE CASEMENT SINGXLLE/ggDBL HUNG CASE ENT/FIXED COMBO. 3-OX5-6 12-OX3 0 7-OX4-0 3-4 5-0 3-8 5-0 BAY AWNING: 4-OX5-0 NONE/W/0 MANU. DATA SINGLE/FIXED COMBO. OTHER WINDOW TYPES NONE W/O MANU. DATA NONE W/O MANU. DATA FLOOR LEVEL NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BY WINDOW MANUFACTURES, HOW EVER THESE ARE GENERAL DIMENSIONS. IT IS THE OWNERS RESPONSIBILITY TO VERIFY THAT THE ACTUAL WINDOWS INSTALLED MEET THE MINIMUM EGRESS REQUIREMENTS. EXIT WINDOW (CBC 310.4) (E) ASPHALT SHINGLES 12 EAST ELEVATION SCALE: 1 /4= 1 '-0'' WEST ELEVATION (E) ASPHALT 12 SHINGLES WINDOW SCHEDULE U-FAlCTOR I SHGC QTY. SYM, TYPE W H FRAME MATERIAL 0.32 E r 2 O1 SLIDING 4'-0" 3'-0" VINYL. FRAME, DUAL GLAZED TEMP. 0.32 N v 1 O SH 1'-6" 3'-0" VINYL. FRAME, DUAL GLAZED TEMP. 0.3 .25 1 03 SLIDING 4'-0" 5'-0" VINYL. FRAME, DUAL GLAZED ,E D , 2 ® SLIDING 5'-0" 4'-0" VINYL. FRAME, DUAL GLAZED Q N e. 1 SH 3'-0" 4'_0" VINYL. FRAME, DUAL GLAZED U W M Q r N Q M Q ~ W M m U) N z J Q w o w J Z m O a w (E) ASPHALT SHINGLES NORTH ELEVATION SCALE: 1 /4= 1 '-0'' /C\ ACDUAI T SOUTH ELEVATION SCALE: 114 = 1 '-0" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V) Z C7 'F-I C-0 N Q0 1l I Inrl- Lo T Q o J rr Lo aco U Q 00 0 � W E z� O� O 7>- CD J CDW CV U >-L 3:o n 10 a S O J I -0 00 Q O-�d- co Lo z IfC\2 W °� W T L W w 0 �=4 �==4 w 4, DATE: SCALE: AS NOTED DRAWN: SHEET 04= 19 CITY OF SANTA ANA GENERAL NOTES' FRAMING NOTES: 1. "Code" where referred to herein refers to 2022 CBC. 1. Roof sheathing to be 1/2" CDX plywood or OSB (INDEX 24/0) with 2. All work shall conform to the requirements of the code. 8d common nail atl 6„ O.C. in boundary, 3. All materials and workmanship shall conform to the drawing and specifications. „ 12 O.C. in intermediated (field), 4. The contractor shall be responsible for the safety of the building during construction and shall provide adequate shoring, bracing and guide during 2. Floor sheathing to be 5/8" CDT & G plywood or OSB (INDEX 32/16) construction. Safety and bracing requirements shall be in accordance with all National State and Local safety ordinances. with 10d common nail at: 6" O.C. in boundary, 5. The contractor shall be responsible for coordinating the work of all trades and 10 O.C.in intermediated (field), shall check all dimensions. 6. See mechanical, plumbing and electrical drawing for size and location of all 3. Wood diaphragm to be inspected and approved by Building openings required for ducts, pipes and for all pipe sleeves, electrical conduits Department prior to covering. and other items to be embedded in concrete or otherwise incorporated in 4. See detail 5/S-1 for typical wall sheathing detail. t t I k 5 S d t 'I 4/S-1 f t I d' h d t 'I d t STUDS MAX. UNSUPPORTED HEIGHT* BEAR'G WALL NON BAR'G WALL 2 X 4 @ 16" 10'-0" 14'-0" 2 X 6 @ 16" 14'-0" 20'-0" 2 X 8 @ 16" 18'-0" 24'-0" s rue ura wor ee e al or yplca lap ragm e al an no es. 7. In all cases where a conflict may occur, such as between items covered in 6. See detail on framing plan for shear wall indicated by 0 * MAX. DISTANCE BETWEEN FLOOR & ROOF. specifications and notes on the drawings or between general notes and specific 7. See shear wall 0 denote full length and full height of the walls. details, the Architect shall be notified and he will interpret the intent of the 8• Structural observation will be performed when required by the Building Official. 2X STUDS @ 16"❑,C, U.N.O. contract documents. 9. A certificate of compliance will be provided for the laminated beams. 8. Where construction materials are temporarily stored on roof or floor framing, 10. The max. depth of notching shall not exceed 1/6 the depth of the member, 16d @ 12"❑,C, TYP. they shall be distributed so that the load does not exceed the design live load. and shall not be located in the middle 1/3 of the span. NOTE: WOOD FRAMING: of thespan. SEE PLAN FOR L❑CATI❑N 1.1 All Douglas -Fir Larch shall comply with DOC PS20 standards. 11. The meax. depth of notching shall not exceed 1/4 the depth at end of spans. OF PLYWOOD SHEATH'G 1. All horizontal load carrying members and posts to be Douglas Fir Larch north. a. 2x grade No. 2 typical U.N.O. 12. 13. Provide solid 2x blocking under partitions perpendicular to floor joist Provide double joist under parallel bearing partitions 16d @ 12" O.C. b. 4x, 6x grade No. 1 typical U.N.O. 14. Roof sheathing requires nailing inspection before covered. C. post grade NO. 1 typical U.N.O. 15. Holdown shall be tight before covered plywood sheathing. 2. Studs, plates, sills and blocking to be grade #2 Douglas Fir or better. 16. 2-layer #15 black paper covered plywood sheathing for shear wall. 3. Sills under stud partitions in contact with Concrete shall pressure treated 17. Stucco lath& drywall shall be nailed to all studs & to top & bottom PL. Douglas Fir bolted to concrete with 5/8" x10" anchor bolts spaced not more 18. roof plywd shall be bond w/ INT. & EXT. glue & be of EXT. type where than 4'-0" O.0 unless noted otherwise, there shall be one bolt within 9" of each exposed to weather. end of each sill piece. Minimum of 2 bolts per piece. FOUNDATION NOTES: WOOD T T � STUD SCHEDULE 4. The bridging shall be provided as per code. 1. For floor dimension, curbs, under floor ducts, conduits, etc. 11 ►J lJ 5. A.B into wood framing require 3X3XO.229" plate washers 2. Verify all conditions in field. 6 Framin members shall not be notched in any manner exce t where s ecificall 3 See detail on Ian/S-1 for shear wall indicated b NAILING SCHEDULE (CBC 2022 TABLE 2304.10.2 9 P P Y detailed or approved by the Architect. 7. Minimum nailing for all wood members shall be as per code unless specifically noted. 4. 5. P Y See detail 1/S-1 for typical slab on grade, control joints, and slab depression details. Shear waIISO denote full length and full height of the wall or hip rafters; or roof rafter to 2" ridge beam 3-10d box 3-3"xO.131" nails 3-3" 14 gage staples, 7/16" crown 3-10d common 3-16d box 4-lOdbox 4-3"xO.131" nails 4-3" 14 gage staples,?/16" crown 8. Structural plywood shall be DEPA grade, Structural CDX, thickness as noted on plans with exterior glue conforming to product DOS PS1 or PS2. Each sheet shall be identified by a registered stamp or brand. 9. Edges of all openings through roof or floor shall be nailed per boundary of plywood diaphragm nailing requirements. 10. All wood bearing on concrete or masonry shall be pressure treated Douglas Fir. 11. All wood framing Max. moisture content to be 19%. 12. Joist hangers and other connectors shall be Simpson strong ties or equal. 6. Anchor bolts are 5/8"0 ©32"O.0 with galvanized plate washer 3"x3"xO.229". A bolts shall be 12" at each end with 7" Min. embeddment©6' o.c TYP. 7. All Holdown hardware, anchor bolts & rebars to be secured in place prior to call for inspection. 8. Saturate the soil 18" deep before placeing the concrete slab. 9. Grading & footing to be inspected & certified by the soil engineer prior to pouring the concrete. P 9 10. Fasteners in preservative treated wood or fire retardant treated wood shall b hot dipped zinc coated galvanized steel or stainless steel. in accordance w/ASTV CONCRETE: hor WALL 8. of A153 Stud to Stud (not at braced wall panels) 16d common 10 d box 3"xO.131" nails STRUCTURAL GLUE LAMINATED TIMBER: 1. Cement: Type V conforming to A.S.T.M. C-150 C.B.C. 3" 14 gage sta les, 7/16" crown 9. Stud to stud and abutting studs at in tersecting wall corners (at braced wall panels) 16d common 1. Materials, manufacture and quality control shall be in conformance with 2. All concrete unless otherwise noted on plans will be regular weight hard rock commercial standard, CS-253, "Structural Glued Laminated Timber". type (150 1 b/cu.ft.). Aggregate shall conform to A.S.T.M. C-33 with proven 2. Glued laminated beams shall be combination 24F-V8, Douglas Fir and Larch per shrinkage characteristics of less than 0.04% as per A.S.T.M. C-157. AITC 117 or combination 24F-V8 with hem fir lamination per AITC. 3. Strengths: Ultimate compressive strength at 28 days F'c=2500 psi.ACI 318-19 16d box 3"0.131" nails 3. All structural glued laminated timber shall be inspected during lamination by an 4. Maximum slump of concrete used in floor slab at flat work shall be four(4) 1 3" 14 gage staples, 7/16" crown approved inspection agency. A certificate of inspection shall be provided for the inches. 10. Built-up header 16d common 16d box Architect & building department prior to erection. 5. Vibration: Vibration of concrete shall be in accordance with the general 4. Each glued laminated beam shall be stamped with identification number and shall be accompanied b a Certificate of Inspection. P Y P 5. The glued laminated beams shall be furnished by a licensed fabricator specializing in this type of work. The fabricator shall submit complete shop drawings to the Architect for approval prior to fabrication. 6. 7. provisions outlined in Portland Cement Association Spec. ST26. Curing: Concrete shall be maintained in a moist condition for minimum of five days after its placement. Approved curing compounds may be used in lieu of moist curing. Strength tests of concrete shall be required as per code and as outlined in 11 • Continuous header to stud 4-8d common 4-10d box 12. Top plate to top plate 16d common IOd box 3"xO.131" nails Anchorrage: specification reports to be forward to the structural engineer. 1 1 3" 14 gage staples, 7/16" crown 13. Top plate to top plate, at end joints 8-16d common 12-lOd box 12-3" " nails a e staples, 7/16" crown 1144 gage 1.Min. Two bolts per piece of sill plate and one located within 12-inch and not less than 7 bolt diameter or 4 inch of each end of each sill plate. 2.Min. of 5/8" diameter A.B. embeded 7 inch into footing and spaced not more than 6' on center for one-story buildings or 4 feet on center two-story buildings. 3. 3"x3"XO.229" plate washer shall be used on each A.B. 4.all anchor bolts and holdowns shall be tied in place prior to foundation inspection. 8. Anchor bolts, dowels, inserts, etc. shall be securely tied in place prior to foundation inspection. 9. Location of construction and pour joints shall be approved by the Architect pouring concrete. 10. Continuous inspection required for concrete F'c greater than 2500 psi. SOIL INFO.: 1. The foundation designed is based on the recommendations by CBC 2022 TABLE 14. Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 166dd common 16d box 3"0.131" nails WIND & EARTHQUAKE & DESIGN DATA: g, SEISMIC DESIGN CATEGORY D 1. BASIC WIIND SPEED=110 MPH 2. WIND IMPORTANCE FACTOR I=1.0, RISK CATEGORY II 9. BASIC SEISMIC -FORCE -RESISTING 3. WIND EXPOSURE=C SYSTEM: WOOD SHEAR WALL SYSTEM 4. ROOF DL=14 PSF, ROOF LL=20 PSF, 10. DESIGN BASE SHEAR: V=Cs*Wt 4.1 FLOOR DL=14 PSF, FLOOR LL=40 PSF, 11. SEISMIC RESPONSE COEFFIENT: Cs=0.261 5. MAPPED SPECTRAL RESPONSE ACCELERATIONS 12. RESPONSE MODIFICATION FACTOR: R=6.5 Ss=2.54, S1=0.848 13. ANALYSIS PROCEDURE USED: LATERAL DESIGN 6. SITE CLASS E 14. REDANDUNCY FACTOR Rho=1.3 7. SPECTRAL RESPONSE COEFFIENTS, Sds=1.693, Shc=0.848 2. 3. 4. 1806.2 The soil bearing value used for design of footing upon undisturbed soils and 24" below lowest finished grade is: 1500 PSF for spread footings, 1500 PSF for continuous footings. Soil engineer must inspect and approve footing excavation prior to placing rebars and approval to be provided to the building inspector before City PP P g P Y approval of foundation. 90% min. compaction under new foundation. 3" 14 gage staples, 7/16" crown 15. Bottom plate to joist, rim joist, band joist or blocking at braced wall panels 2-16d common 3-16d box 4-3"x0.131" nails 4-3" 14 gage staples, 7/16" crown 16. Stud to top or bottom plate 4-8d common 4-10d box 4-3"x0.131" nails 4-3" 14 a e sta les, 7/16" crown Orange County DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETY DIVISION REINFORCING STEEL: 1. a. All reinforced steel to conform to A.S.T.M. specification A615 Grade 60 b unless noted otherwise on plans. . Deformations shall be in accordance with A.S.T.M. A615. 2. Unless otherwise noted, all reinforcing steel shall be lapped 36 bar diameter or 2'-0" minimum whichever governs. All splices shall be located as 2-16d common 3-lOd box 3-3"x0.131" nails 3-3" 14 gage staples, 7/16" crown 17. Top or bottom plate to stud 2-16d common 3-10d box detailed on plans. 3-3"0.131" nails 3. certification and testing of reinforcing steel shall be in accordance with the 3-3" 14 gage staples, 7/16" crown STRUCTURAL OBSERVATION PROGRAM provision of A.S.T.M. standards. 18. Top plates, laps at corners 2-16d common AND DESIGNATION OF THE 4. All reinforcing steel shall be supported and tied in conformance with the latest edition of "The manual of Reinforcing Steel Practice for Reinforced and intersections 3-10d box 3-3"0.131" nails STRUCTURAL OBSERVER PERMIT APPL. NO.: Project Address: 5. Concrete Structures". Provide the following minimum protective covering of concrete unless otherwise noted: Deposited against earth 3" clear In contact with earth (formed) 2" clear SPECIAL fNSPECTION PROGRAM 3-3" 14 gage staples, 7/16" crown 19. 1" brace to each stud and plate 2-8d common 2-10d box 2-3"0.131" nails 2-3 14 gage staples, 7/16 crown 20. 1"x6" sheathing to each 2-8d common Description of Work: House addition This form to be attached to the construction plans prior to permit approval bearing 2-10d box 21 1" 8" and wider sheathin 3-8d common Owner: Architect: Engineer of Record: STRUCTURAL OBSERVATION (ONLY CHECKED ITEMS ARE REQUIRED) Firm or Individual to be responsible for the Structural Observation: Name: Dacheng David Li Phone: 626 288-1216 Calif. Registration: C 58075 FOUNDATION WALL FRAME DIAPHRAGM ❑ Footing, Stem Walls, Piers ❑ Concrete ❑ Steel Moment Frame ❑ Concrete ❑ Mat Foundation ❑ Masonry ❑ Steel Braced Frame ❑ Steel Deck ❑ Caisson, Piles, ❑ Wood ❑ Concrete Moment ❑ Wood Grade Beams Frame ❑ Retaining Foundation ❑ Others: ❑ Masonry Wall Frame ❑ Others: Hillside Special Anchors ❑ Others: ❑ Others: DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature License No. Date ITEMS DESCRIPTION individuals/Finns*to (only checked items are required) (only checked items are required) perform S. I. El Concrete ❑AIIConcrete ❑Allexcept ❑ Test:_ per_c.y.; _@ 7 days, _@ 28 days, _hold. ❑ Bolts installed in Concrete U Bolts in existing Concrete/masonry O bolts in shear walls ❑ Special Moment -Resisting ❑ Location as indicated El All concrete frames Concrete Frame ❑ El Test:_ per c.y.; �_ 7 days, @ 28 days, _hold. ❑ Reinforcing steel and ❑ Stressing and grouting of tendons Pre -stressing Tendons Steel placement: ❑ Periodic Inspection ❑ Continuous Inspection ❑ Structrual Welding ❑ All Welding Except Periodic: ❑ Single pass fillet welds < I fi' ❑ Cladding Connection ❑ Welded studs ❑ Cold formed studs ❑ Metal deck ❑ Stairs&RailinEl Reinforcing steel V1DT: ❑ UT ❑ Rg ❑ MPT ❑ PT ❑ High -strength Bolting Snug tight: El All ❑ as indicated ❑ Pretension: ❑ All ❑ as indicated ❑ ❑ Structrual Masonry ❑ Working Stress Design ❑ full- ❑ half -stresses ❑ as indicated ❑ Strength Design ❑ Empirical Design fill- _psi TESTING: Before During ❑ Other Remarks Prisms ❑ ❑ Grout ❑ ❑ Mortar ❑ ❑ Units ❑ ❑ ❑ Piling, Drilled piers and ❑ Inspection by Geotechnical Engineer in addition to S. 1. Caissons ❑ Load testing Driving ❑ Continuous Inspection ❑ Periodic Inspection Driving ❑ Continuous Inspection ❑ Periodic Inspection ❑ Shotcrete ❑ Pre -construction panel testing ❑ In -place cores testing ® Others ® Epoxy holdown and anchorage system (periodic. ® SW AND SSW Wall (periodic). g to each bearing 3-10d box FLOOR 22. Joist to sill, top plate, or 3-8d common girder 3-10d box 3-3"0.131" nails 3-3" 14 gage staples, 7/16" crown 23. Rim joist, band joist, or 8d common blocking to top plate, sill or 10d box other framing below 3"0.131" nails 3" 14 gage staples, 7/16" crown 24. 1 "x6" subfloor or less to 2-8d common eachjoist 2-10d box 25. 2" subfloor to joist or 2-16d common girder 26. 2" plank 2-16d common 27. Built up girders and beams, 20d common 2" lumber layers 8. Ledger strip supporting joists or rafters 9. Joist to band joist or rim joist 0. Bridging or blocking to 10d box 3"xO.131" nails 3" 14 gage staples, 7/16" crown And 2-20d common 3-10d box 3-3"0.131" nails 3-3" 14 gage staples, 7/16" crown 3-16d common 4-10d box 4-3"0.131" nails 4-3" 14 gage staples, 7/16" crown 3-16d common 4-10d box 4-3"xO.131" nails 4-3" 14 gage staples, 7/16" crown 2-8d common Toenail 24" o.c. face nail 16" o.c. face nail 3 16" o.c. face nail 12" o.c. face nail 12" o.c. face nail 16" o.c. each edge, face nail 12" o.c. each edge, face nail Toenail 16" o.c. face nail 12" o.c. face nail 3"0.131" nails Each side of end joint, face nail (min 24" lap splice Iength each side of end joint) 16" o.c. face nail 12" o.c. face nail 16" o.c. face nail Toenail End nail Face nail Face nail Face nail Face nail 11 6" o.c., toenail Face nail Face nail Each bearing, face nail 32" o.c. face nail at top and bottom staggered on opposite sides 24" o.c. face nail at top and bottom staggered on opposite sides Ends and at each splice, face nail Each joist or rafter, face nail End nail Each end, toenail 'LYW❑❑D SHEATH'G 2X6 @ 16' D.C.- 2X FULL WIDTH - NAILER W/ 2-16d NAIL EA. RAFTER I� B.N. ­1 PLYWOOD SHEATH'( 2X RAFTER` @ 16' ❑.C. B TS U ti c M.B.@24" O.C. STAGG. TYP. A SPLICE AT LOWER PLATE 20-16d EA. 16d @ 16'❑,C, SIDE OF SPLICE PR❑VIDE STUD BELOW SPLICES PLYWD. AS NOTED STUD @ 16' O.C. U,N.O. 2-2X EXCEPT AS -� NOTED ON FOURPLAN EDGE NAIL'G - BOUNDARY NAILING STAGGERED PLYWD. SPLICES 2X BL❑CKING TOP OF CONC. SEE SHEAR WALL SCHER FOR A.B. N❑TE1 WHERE PLYWD. OCCUR @ EA. SIDE STAGG. PANEL J❑INT. NAI 0. 20-16cl EA. SIDE OF SPLICE NAIL @ 12' O.C. INTERM NAILING #4X 3'-0' @ 16' D.C. SMOOTH DOWELS e' 's =11I=III=111= •' III=1I1=111= 6 If ' �.. .•:p"ter• A M.. .r , •• ,,.... III,,-III,,-III,-111,�,111.-1•II ,III, ,III„ �I I II , TYP. 1 1/4' DEPTH SAWCUT OR SLAB REINF❑RC'G QUICK J❑IST @ 20'-0' EA. WHERE OCCURS WAY MAX, (GROUT FILL) 4' C❑NC, LAB W/ #4@16' o.c EA WAY 10 MIL VISQUEEN 4'-1/2'GRAVEL .• e •:. •�p,-.�.'. �^.mac. - - 4'SLAB REINF❑ •r.. o; .o " . t y � ��� �• -III-III-III-I I I-1 I lT-I 111 2-#4 C❑NT, SL NOTE; WF 2 SEE NOTE ON FOUNDATIONPLAN CONC. SLAB O N GRAD E WHERE SAND & VISQUEENEEN APPLY, rl /�I IAlrl rl\/ TYPICAL WALL SHEATHING 5O ST6224 STTRIP EA. SIDEi BSIMPS❑N DTC v-@ 4'-0'❑.C. L- 2X J❑IST 2X SILL PLATE W/16d NAIL 12- 16'0,C, R,M, SEE PLAN Vj-%%� HIP SEE PLAN TE BLK'G - A35 EA SIDE CA 4X4 K.P. A35 EA SIDE 2-2X BM SEE PLAN L- 2X C.J. SEE PLAN SIMPS❑N DTC v-@ 4'-0'❑,C, 1 2X J❑IST X STUDS 2X SILL PLATE W/16d NAIL @ - 16'0.C, --12X F.J. IAI x­- ST 6224 STRIP@EA SIDE 4X4 K.P. H3 @ EA SIDE _ 2-2X STUDS @16' ❑.0 I /-- 4X4 K.P. I HIP SEE PLAN A -A SIMPS❑N DTC @ 4'-0'❑,C, 2X STUDS @ 16'0,C. 2X P.T. SILL PLATE W/,138' �-2-2X F.J. 0 HILTI X-C @ 8' ICC-ES ESR1663 .a T-2X F.J. 8 HTER 2X LG. BLK'G CLG, J❑IST ❑IS 2XDBL PLS, 2XSTUDS 2XLEDGER @ 16' O.C. w/2-16d @ EA. STUD CEILING J❑IST SCHEDULE CLG. J❑ISTS ARE DESIGNED FOR DRYWALL OR PLANT (D,L,=5 P.S.F. N,L,L,=10 P.S.F. ) SIZE SPACING J❑IST SPAN ( MAX.) REMARKS 2X4 12' O.C. 12'-0' 16' ❑.C. 10'-0' 12' ❑.C. 18'-0' THIS SCHEDULE APPLIES TO ALL 2X6 RMS. U.N.O. ON PLANS SEE ARCH'L 16, ❑.C. 16'-0' DRAWINGS FOR CLG. HEIGHT FIN. & SPECIFIC REQMTS, 12' ❑.C. 24'-0' 2X8 16, ❑.C. 21'-0' 2X10 12' ❑.C. 26'-0' 16' ❑.C. 24'-0' CEILING JOISTS SCHEDULE("-.., FLOOR JOIST SEE PLAN FOR SIZE SPACING PLYWOOD SHT'G INTERM NAILING 8d®10" O.C. EDGE NAILING 10d®6" O.C. OF PLYWOOD FLOOR OPENINGS BE BOUND NAIL. LYWOOD SHT. SHALL SPAN THREE BEARINGS (MIN.) TYPICAL DIAPHRAGM 4 5/8' MIN, EDGE DISTANCE TYP. ALL STUD NON BEARING STUDS 2-2X6 TOP PL, 1I I 2x6STUDS@16' ❑,C PLUMBINC�WAT WALLS DETAIL A -7 40% MAX STUD 25% MAX. STUD WIDTH NOTCH WIDTH NOTCH 60 % MAX. STUD WIDTH BORE 5/8' MIN, EDGE DISTANCE TYP. ALL STUD 40% MAX STUD WIDTH BORE EXT AND BEARING STUDS STUD WIDTH NOTE: 1. NOTCH AND BORING NOT TO OCCUR IN SAME STUD SECTION 2. NO MORE THEN 2 X SUCCESSIVE DBL. STUDS MAY HAVE 60% BORING HOLES. NOTCH / BORE 2X4 2X6 25% 7/8" 1 3/8" 40% 1 3/8' 2 1 /8" 607o 2" 3 1 /4" 1 ■ TYP. NOTCHING & BORING SEE SCHEDULE U.N.O. ON PLANS 2X TRIM W/16d @ 12'❑,C. HEADER OPEN 3-16d NAILS FOR 2X TRIMMER (2-2X TRIMMER AT ❑PENING WIDER THAN 6'-0') 4-16d NAILS FOR 4X HDR• HEADER SCHEDULE SPAN ROOF AND CEILING FIRST FLOOR W/CEILING ONLY & ROOF 4'-0' 4X4 4X6 6'-0 4X8 4X10 8'-0' 4X10 4X12 10'-0 4X12 4X14 2-2X TRIM 12' -0' 4X14 3 1/2X14 GLU LAM 2-2X TRIM TYPICAL HEADER 101 Building Ag rove IT ISSUNN Lam' '.4 CD to rd r-, CV v O � W td � O CO ��� Q G 'd co o 0 acc)O �U) OC\2 r--t cn ko a) co 1 0C) MN cd O CO O .., �rcf Q�OFESSIp4, �4AG Dq�/0 co � No. C058075 <f'>gT�OFI AL\fO N MO Z N zIN=a O U I N a N Z a ova Co N Z oqqa Tom U) Date Scale Drawn Job: 25128 Sheet sm I Of Sheet encY CE CITY OF SANTA ANA RIDGE MEMBER SIMPSON ST 2115 STAP @4'-0" O.0 RX FLAT @ 24' ❑.C, B. N. RIDGE BOARD SEE PLAN N E•N Planning and Building e n cy 2X ROOF RAFTER PLYWD 2X S❑LID 2X RAFT, PLYWOOD SHEATHING � STAP @4'-2 O ❑ C, SEE PLAN SHEAT'G BL❑CKING SEE PLAN 2XR,R 2-16d 2X ROOF RAFTER TOE NAIL EA. SIDE SIMPSON ST 2115 E. N SEE PLAN @ EA. R. R. SEE PLAN 2-16d TOE NAIL EA. STRAP @ 4'-0" D.C. 2X TOP SIDE @ EA. R.R. 2X6 RAFTER TIE @ 16" O.C, inks 2X ROOF UFTER PLATE RIDGE MEMBER C❑NT, B. N W/ 4-16d NAIL @ EA. ND SEE PLAN SEE PLAN p rove SIMPSON U "Z" CLIP 2x C.J 2 PULIN SAME HANGER 2X STUDS TYPICAL — PLYW❑❑D SHEATHING @ 16" ❑.C, CB)• • • • • • • SIZE AS RAFT, F ERMIT CE PLYWOOD ATHING CEILING J❑ISTS B, N, • 0 8-16 d NAIL • • • • B. N. E. N PLYWOOD SHEATHING \•OA �3 16d 2X ROOF J❑IST B N S,N. 2-2X TOP PLATE CONT. 2XR,R SEE PLAN A35 @ 16' D.C.2X STUDS SEE PLAN Master E N . w 2X BLKING CONT, A35 @16" ❑,C SIMPSON ST 2115 2-16d NAIL A35@16 ❑,C BL❑CK'G 16' ❑ C STAP @4'-0" O.0 1 >DateC 4 0 ❑.C, � .-•� E. NA " E. N 2-2X T❑P PLATE @ 32"❑,C, B. N. 2X BLK'G RIDGE MEMBER 2X ROOF RAFTER �1 @16' ❑.0 SEE PLAN ❑ BEARING PARTITI❑N x C.J B. N, T & G BOARD 2-2x COL.J 3-16d USE 4X4 IF LENGTH 2x C.J 2X STUDS @ 16" D.C. SEE ARCH'L PLAN _ /, B. S'N' 2X STUDS B. N, S.N. @16' ❑.0 A35 @ 2X BLKING CONT. t1-t A35 @ C1 16" ❑.C, 2x C.J v� ­4 p 16 ❑,C, E, N E, N 2-2X TOP PLATE C❑NT, 2-2X TOP PLATE SEE PLAN FOR � O E, N � 2X STUDS N ^� � 2X STUDS @16" ❑,C X STUDS CEILING JOISTS o� •b •� U 0 2X STUDS A35 @ @16' ❑,C 2-2X CONT PLATE @16" ❑,C 0 co 0 @16' ❑.0 2X STUDS WALL A3 ❑,C. 32" A E""I W 0 U .-I O 5 @16" ❑,c 04riZOOF T® Vi 11LL 3 2 �00� I)�T1�IL •d cad tco 0 RAFTER �c RIDGE SDEAR WALL C ONN. RAFT�E R & RIDGE Q � cn cu N BEAM SEE PLAN (E) 2X R. (E) ROOF B, N,-](N)2X R.R (N)PLYWD ~ q BEAM SEE PLAN BEAM SEE PIAN SEE PLAN SHEAT'G SEE PLAN SHEAT'G B.N. O co O SPLICE OCCUR 2' 4' 4' 4' 2' — 16 d NAIL Q U {Z'i Ord 2' 8" ❑.0 4X6 POST (E)2X STUDS 0 0 0 * 4 * ' BEAM SEE PLAN @16' ❑.0 HDU5 W/ 2X R.R. @ 16" ❑,C, B N A35 @ EA. BLKING ® 0 SET-3G SIMPSON LARR# 5744 ECC COL. CAP ESR4057 DEPUTY B, N. 16d®6" WOOD BLK. O INSPECTION REQ'D. 1/4" BEND PLATE (E)2X SILL PL W/ 4- 1/2"0 M.B. CC. COL. CAP B•N A CC. COL. CAP B O PLYWOOD 1/4" PLATE WD COL. 4x6 WD C x6 W/ 2- 5/8"0 M.B.— wD COL. 4x6 WD COL. 4x6 D " D CC. COL. CAPS 2X BLKING ❑NT, WOOD B °' ° a ° A35 @ EA. BLKIN SEE P N-SIMPSO ° ° : 5/8" 0 SIMPSON 5/8" 4 SIMPSON SET-3G LARR 25744 2X C.J. @ 16" D.C. BEAM SEE PLAN SET-3G LARR 25744 # BEAM SEE PLAN BEAM SEE PLAN A35 ° # ::4 ° ESR4057 DEPUTY O 2X STUDS SPLICE WHERE OCCUR ESR4057 DEPUTY d 0 0 °4 d ' INSPECTION REQ'D. at INSPECTION REQ'D. @16' ❑.0 0 0 _ d° • EXISTING a°' . EXISTING ® d F❑❑TING F❑❑TING B.N. 0 IMPSON EPC CAP SEE WD POSTP LA .' d' °. 'd ' d °..d NEW PAD F❑❑TING BEAM SEE PLAN p d C BEAM SEE PLAN d B.N A35 @ EA, BLKING O PC POST CAP 3#4 . O CCT COL. CAP CC. COL. CAP B p 2X R.R. @ 16" ❑,C, (U WD POST 4x6 WD POST 4x6 POST SEE PLAN d -4-0 d. E. N. 0 0 16 10/C 2X C.J. @ 16' ❑,C, 2X C.J. @ 16' ❑.C. 0 O BEAM SEE PLAN a 7B.N 0 0 2- d OC D SEE PLAN A M SEE PLAN O _ BM. TO POST C O NN . no BEAM SEE PLAN 9 8 7 6 4X4 WB POST N❑TE; PLYWOOD SIMPSON HANGER 2X BLK'G H❑LD❑WN ANCHOR BOLT CONT. 2X JOISTS SEE PLAN WD POST 4x6 SHALL BE SECURED IN PLACE PRI❑R TO WOOD BEAM F❑UNDATI❑N INSPECTI❑N. 2XP.T. SILL PL W/ PLYWOOD SEE PLAN 5/8"9 A.B. X 12' 2X STUDS HDU5 „ P.T. SILL TOP OF SET 10" INTO CONC. @16' ❑.0 SIMPSON CB. COL. BASE 1 3 4 EDGE DIS. PLATE SLAB ®48"O.C. TYP. U.N.O. WD POST 6x6 /8" 0 TREADED ROD B W/ 3"X3"X0.229" PLATE WASHERS COLD J❑INT ❑PTI❑N ' JOIST OR BEAM WOOD BEAM SIDS SCREW 2X STUDS �� ! < : ° a' ° ° : :4 ' .: °. e SEE PLAN N pF ESS/0 1 6" O.C. :�. e ° °• ; •. . . .. 8. . d . ° ��_#4 SMOOTH DOWELS 4-A35 wOQ��NGDgV�q�� CONC ° > . eEMBER SIZE HANGER Q- o • • • 3 X3 X0.229 @ 24 D.C.❑CX 2 0 OA O)P.T. SILL a.'dD "`.z °'> 2X U2X PLATE WASHER P a e ° 2-#5 C❑NT, SEE PLAN WD OS " No. C058075 TOP OF PLATE f TOP & BOTT. SLAB ri 0 MIL. VIA E _ _ • 4X4 WB POST �, —1 I I III— N ° '� W/ #3@18" ❑.0 4X HUTF 2X STUD C�?1 O.C. sj III —III— q�OF � p ° 1 3 4" EDGE DIS. 4" G EL °,° .. + 6X HHUTF N ° ° ° 5/ " 0 SIMPSON P. T. TOP OF ° dp dp v° ° SIHDUON HOEDOWN S - G LARR#25744 P T _#4 D❑WELS @ 16'❑,C, �12TOP OF E SLAB WHERE C❑LD J❑INTAF E R4 57 DEPUTY Ll ° ° a ` ° ° ° SLAB IN PE TION REQ'D. ❑CCURED s ° . d �•. °.. ° SEE PLAN s ° a ° °° ° I 2#4 CONT. TOP & BOTT. SIMPSON MPBZ ° ° ° a � 4 SEE PLAN POST BASE OB ° ° ° " ° ° ° m ° ° ° ° ° 4 4 ° 5/8" 0 SIMPSON SET-3G LARR#25744 ' N M R_ WOOD POST TO FOOTING (1D5 INSPECTIONEREQ'D• HOEDOWN DETAIL 14 DOUSE TO GARAGE FTG. 3 ®OT G DETAILC121 JOIST TO BEAM CONN• 1` 2-COAT OF REDGARD (E)2X STUDS U_ 2XP.T. SILL PL 2 2X STUDS 12' Z 5/s"� A.B. x 12 EXISTING F❑❑TING � @16' ❑,C SET 10" INTO CONC. @16' D.C. 2-#4X3 -0 DOWELS 0 v WATERPROOFING AND B.N. 048"O.C. TYP. U.N.O. PLYWOOD SHEATH'G, ° -0 CRASCK PREVENTION W/ 3"X3"Xo.229" WHERE OCCUR d d ° d °• .: ° -a ICC ESR 1413 BN COLD JOINT d, a a 2XP.T. SILL PL W� 2X STUDS 2XP.T. SILL PL W/ 2X STUDS Z 44 Q PLATE WASHERS p d CE 2X SILL PL OPTION ° c ° ° d °d d• ° °d• d a S/Ef"AINTOXCONC. 12 @16 ❑,C SET810"ANTOXCONC. O : @16 ❑,C a 5/8" SIMPSON ° ° 4 °' a. ®48"O.C. TYP. U.N.O. PLYWOOD SHEATHING ®32"O.C. TYP. U.N.O. PLYWOOD SHEATHING �► o :a:`. �.' d..°...: a e: :IrA SEf-3G LARR#25744 e, SEE PL d ° d 3 X3 XO.229 SEE PLAN 3 X3 X0.229 Q Q a c.i ESR4057 DEPUTY p . a �a a o ° PLATE WASHER REQ'D B.N.PLATE WASHER REQ'D 26 GA WEB SCREED N t`„•:`.:" .'• EXISTING F❑❑TING o d a Z Z tI III III —I INSPECTION REQ D. d d C❑LD J❑INT w Ln W/ 3»X3"X0.229" d.; , -:.ro.:•v� :.:i:l:.l—i:l;.l—I-I Z ° ° 0 4 26 GA WEEP SC,�EED B.N. N 10 MIL. VISQEE —_ _ 0 5 8" SIMPSON o OPTION N Q o C. SLAB °°. — � = PLATE WASHERS I` ,• III —III —III- U SET-3G LARR#25744 i ° d 6"-ONE STORY 4 MIN. ABOVE \ (E)CON —III—III—I - III III III ' z NEW F❑❑TING NEW F❑❑TING GRADE P. O rn 4" GRVEL . g ESR4057 DEPUTY /� 8"-TWO STORY q EXISTING FOOTING 8 ' t1 INSPECTION REQ'D. >.: �, ,> ,� ' e• ° .;. @ 6 STUDS ❑ C 16'OCWWHERE COLD ° '` a " ..�:° FIN. GRADE 4» C NC. 8 12 X12 FIELD VERIFY " 8" MIN, :° ' °4' FIN. RADECC 4" CONC. F a -'•q J❑INT ❑CCURED ' • a ° MIN, m Z e • 2-COAT OF REDGARD 2XP.T. SILL PIL W 5/8" 0 SIMPSON WATERPROOFING AND / 2X STUDS = SET-3G LARR#25744 2X STUDS : a• — — — = I —I n = _ _ ° .• a 00 5/8'0 A.B. X 12 @16' D.C. N1 e.,Ln #4 DOWELS ET 10" INTO CONC. 2#4 CONY. TOP &Bon. ESR4057 DEPUTY ©16 0.� — _ III III —III —I ' r N CRASCK PREVENTION B.N. 048"O.C. 'TYP. U.N.O. -.-*—PLYWOOD SHEATH'G. INSPECTION REQ'D. ONC. SLAB — — ° - •" . ICC ESR 1413 @16 O/CWHERE OCCUR SEE PLAN — 6" W/ 3"X3"X0.229" 24' s, 'Q ° ° z . ° s ' ° ° . oN0 PLATE WASHERS B N " ° 5 " ° > 24" Ln (E)CONC. SLAB ° #4 DOWELS @ 16"❑,C, 3612" e N #4 D❑WELS @ 16"❑,C, 3620" MIN. Date (E)CONC. SLAB <. I I• o Ln EXISTING SLAB a::. „. II FIN. GRADE WHERE COLD J❑INT WHERE COLD J❑INT ' • o ° °. ..: °............ ° , ' e �' - ❑CCURED ° :°et ❑CCURED ° . 0 ' °`. Scale —III—III—I , :.�.;.'' p • ; —III—IIIIIII s i _ v =1 I I=1 I I_ __ -1 I I-1 I I-1 I I: a' ':-�, 'III-1 I I-1 I I- _ Drawn 2XP.T. SILL PL W f °d° III —III —I °. ##4 DOWELS x30" 2#4 CONY. TOP & BOTT. 4 CONY. TOP & BOTT. v1 Job 25128 • °'° n " SEE PLAN SEE PLAN -1 5/8"fll A.B. X 12 : I . ... o, .. ° I .4 Q SET 7" INTO CONC. ° q d A ®48"O.C. TYP. U.N.O. •4°• N W/ 3"X3"X0.229" : ° �'• . • e C a° Sheet ° PLATE WASHERS ° °' ° `' ° EXISTING FOOTING W =L-2#4 CONY. TOP & BOTT. 2#4 CONY. TOP & BOTT. ° ' °S> 2 o SEE PLAN °, °� ° ♦ w SEE PLAN2 Of CONT. FOOTING GARAGE FOOTING EXTERIOR FOOTING 1 6 Of Sheet N1 Q SHEAR WALL SCHEDULE Structural I SPACING APACIT plywood AI FLOOR SILL NAIL SILL BOLTS REMARK BOUND EDGE INTERIM #/L F or OSB O260 15/32 STR'L 1 8d 4 4 12 16 d @ 3"O.C. 5/8"0 @ 24"O.C. 8 380 15/32 STR'L 1 8d 3 3 12 /8"0x5"L.G@10"O. .5/8"0 @ 16"O.C.SEE #2&3 O490 15/32 STR'L 1 8d 2 2 12 /8"Ox5"L.G@6"O.C. 5/8"0 @ 12"O.C.SEE #2&3 10 640 15/32 STR'L 1 10d 2 2 12 �/8"OxV'L.G@4"O.C. 5/8"0 @ 8"O.C. SEE #2&3 O 7/8" STUCCO OVER PAPER BACK'D LATH WITH 16 GA. GALV. STAPLE, 7/8" LEGS @ 6" O.C. CBC TABLE 2306.3.3 Vallow=180 FT SILL BOLTS 5 8"0 @ 32"O.C. 1. Hold—down hardware secured in place prior to calling inspector. 2 Shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic force —resisting system, where the fastener spacing of the sheathing is < 4" o.c. req'd deputy inspection 3. Sill PL.& studs @ edge of plywood for shear walls with lateral loads greater than 300 pounds/foot require a 3 inch nominal or greater member. 4. All bolt holes shall be drilled a Max. of 1/16" oversized. 5. 1/2" edge distance for plywood boundary nailing. 6. 1/8" gap at all plywood penel edges required. 4" C❑NC, SLAB W/ #4@16" o,c EA WAY OVER 10 MILL VISQUEEN AND OVER 4"THK 1/2" GRAVEL 16 S2 (E) 12" W X 18" D FTG VERIFY IN FIELD 2OA 16 S2 S2 14B S2 2-COATS OF REDGARD c4AWATERPROOFING AND CRASCK PREVENTION MEMBRANE ICC#ESR1413 ----------------------- 14B 20A 14B S2 S2 S2 FOUNDATION PLAN SCALE 1/4"=1'-0" X NEW C❑NT, F❑❑TING SHALL BE 121' WIDE TYPICAL. ® SEE 14/S-2 FOR HDU5 5/8`0 A,B, OR EPDXY BOLTS W/3X3X1/4 PLATE WASHER SEE SHEAR WALL SCHED, FOR A.B. SPACING, Plumbing wall shall have 2x6 minimum stud walls, ------------ EXSITING WALL F❑❑TING ------------ NEW WALL F❑❑TING 18A S2 206 2:) 18A s2 SL4 111111010MMANUN 1101 M-Mulm"Iel SCALE 1/4"=1'-0" 0 SEE SHEAR WALL SCHEDULE ® SEE 8A/S-1 DETAIL FOR 4X4 K,P 411 Nil 11L DENOTE 2X6 @16" ❑,C R,R TYP. U.N.❑ Al I -7 DENOTE 2X6 @16' ❑.0 C,J TYP. U.N.❑ USE DF#1 FOR ALL 2XBM, HIP, & VALLEY 3x STUDS REQ'D FOR EDGE OF SHEAR WALL SHEATING AND 3x SILL PLATER REQ'D FOR SHEAR WALL Og O 10 Plumbing wall shall have 2x6 minimum stud wal(s, SL3 CITY OF SANTA ANA Planning an Building Ap FOR PER Master I D: Date: 1. SL1 SL2 Bui ing Building g rovea IT ISSUAN Cn w � o O Cn C �b _:d �V W Cd O ►-+ ►-� r-, o �p I +-) Q 'C 0 ;� cd cd 00 O a lCJ O 0 I �CQ cd Q 0 co 0 CO U •--{ Qi Z' Q�pF ESS/pN G Q4-1��2 y o Z No. c058075 m pFi N M O Z N Z FM OUP a-oa ZZ c, N a o 3:14 1 CD 00 N Z O � �ME). r Date Scale Drawn Job 25128 Sheet S=3 Of Sheet CE Planning and Building Agency I 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024suppiement) Y NA RESP Y PARTY CHAPTER 3 X JORDAN GREEN BUILDING CA PELLO 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. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing. restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq.. for the definition of a noncompliant plumbing fixture. types of residential buildings affected and other important enactment dates. LLO 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. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4 as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code. shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. DIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 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 Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case -by -case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit. install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Y IN�AI RESVUN PARTY X 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings. hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking Is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical -access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit's electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical -access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations. 1. For 20-ampere receptacles. NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles. NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J 1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on -site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11 B, for applicable requirements 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1. The minimum length of each EVCS space shall be 18 feet (5486 mm). 2. The minimum width of each EVCS space shall be 9 feet (2743 mm). 3. One in every 25 EVCS spaces, but not less than one. shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11 A, to allow use of the EV charger from the accessible parking space. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code. Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code. Chapter 11 B. are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11 B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11 A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi -family buildings. Where new parking facilities are added. or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit. ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE " Notes: 1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 23here is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. Y a KI RESPrr,; PARK JORDAN DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 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, 4.3011.2, 4.3011.3, 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. JORDAN CAPPELL 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. JORDAN 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre -rinse spray valves. When installed. shall meet the requirements In the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605 1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (5 5.0 ozfl 1.00 Product Class 2 (> 5.0 ozf and <_ 8.0 ozf) 1.20 Product Class 3 (> 8.0 ozf) 1.28 Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006. shall have a minimum spray force of not less than 4.0 ounces -force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed -used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code. and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC 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 Y J RESPON PARTY JORDAN JORDAN JORDAN JORDAN CAPPELL Y = YES NIA = NOT APP ICAE RESPON.PARTY = RESPON IL OWNER. ONT A roved ARCHITECT. ENGINE 5RIF _P-E-RMIT ISSUANCE 4.304 OUTDOOR WATER USE 1 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential d velopments shall comply with I a total water efficient landscape ordinance or the current California Department of Wat r Resources' Model Water j Efficient Landscape Ordinance (MWELO), whichever is more stringent. 1 Mas ter NOTES: Maste ID: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the Galifomia Code Regulations. Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including at el tdetcalculator, are available at: https://www.water.ca_gov/ DIVISION 4.4 MATERIAL CONSERVATION ANP RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1 Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.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. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics. organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board. glued laminated timber. prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. N E O O z N - Q N CM M t� Q N z z Q Lo M N Q I,- .G Q Q t6 E_ Z CD M CL Z J ch M Q w LU 0 LU LU J m Z O O � = w 0 O a 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. DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT. INCLUDING VERIFICATION WITH THE FULL CODE. 07. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: W 2ND ADU Calculation Date ime: 2025-02-27T18:49:07-08:00 Pa e 1 of 10 1 n l B 1 Calculation Descri tion: Title 24 Anal sis In ut File Name: W. 2nd Street Unit 2 Santa Ans.ribd2Zx P Y P , GENERAL INFORMATION 01 Project Name W, 2ND ADU 02 Run Title Title 14 Analysis 03 Project Location 1428 W. 2ND STREET UNIT2 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92703 07 Software Version EnergyPro 9.3 O8 Climate Zone 8 09 Front Orientation(deg/Cardinal) 0 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 2 14 Addition Cond. Floor Area (ftz) 381.25 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2) 688 17 Fenestration Average U•TKW 0.3 18 Total Cond. Floor Area (ft2) 1069.25 19 Glazing Percentage (%) 13.64% 20 ADU Bedroom Court 1 21 ADU Conditioned Floor Area 381.25 22 Fuel Type Natural gas 23 No Dwelling Unit: No ADDITION ALONE - Project Analysis Parameters OS 02 03 04 05 06 Existing Area (ezcl. new addition) (ft2) Addition Area (excl. existing) (ft2) Total Area (k2) Existing Bedrooms Addition Bedrooms Total Bedrooms 688 381.25 1069.25 1 1 2 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS O1 02 03 04 OS 06 07 08 Existing Area (excl. ADU Area (excl. Zane Name z Total Area (ftz) Existin Bedrooms g Addition Bedrooms Total Bedrooms Attached vs. Detached new addition)(ft2) existing)Ift ) W. 2ND STREET UNIT 688 381.25 1069.25 1 1 2 Detached 2 R istration Number: 425-PO10063685A-000-OOUO00000-0000 0. istration Date ime: OV27/202518:52 HERS Provider: CHEERS eg eg /T -.n Tlri. deco-¢,,/ b.- Dean en ,alod b ."ll is Nome £net Elficlen R.tln San, .. CHEERS ufa ,nfwmelion u sae b fnlrtl If- not eprliaed wifn w related to CHEERS. rhwefore, CHEERS i. not ra onrlale Ica, 9 e 9Y n• 9 f 1 9 plea Y M sp and wnwl u mama aro malion mnrsmen;n rnla _bHvr. B ...nloo In -,-o, complelane CA Bullding Energy Efficiency Standards - 2022 Resldentlal Compliance Report Version: 2022.O.00D Report Generated: 2025-02-27 18:49:22 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: W 2ND ADU Calculation Date ime: 2025-02-27rl8:49:07-08:00 Pa e 6 of 10 1 n ( B ) Calculation Description: Title 24 Analysts Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x OPAQUE DOORS 01 02 03 04 Name Side of Building 2 Area (k) U-fattor Door FRONT WALL 21 0 217391 SLAB FLOORS O1 02 03 04 O5 O6 07 O8 Name Zone Area (ftz) Perimeter (ft) Edge Insu1. R-value Edge Insul. R-value Carpeted Fraction Heated and Depth and Depth Slab -on -Grade W. 2ND S ZREET UNIT 381.25 CA none 0 801. ND OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Total Cavity tal Cae Interior /Exterior Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly Layers R-value Inside Finish: Gypsum Board R 13 Wall Exterior Walls Wood Framed Wail 2.4 @ 16 in. O. C R-13 No—I None 0.101 Cavity/ Frame: R-13/2x4 Exterior Flnlsh:3 Coat Stucco Roofing: Light Roof (Asphalt Shingle) Attic RoofW. 2ND Attic Roofs Wood Framed 2x4 @ 24 in. 0. C. R-0 None / 0 0.644 Roof Deck: Wood STREET UNIT 2 Ceiling Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Ceihngz(below Wood Framed Over Ceiling Joists: R-15.71nsul. R-30 Roof Attic attic) Coiling 2x6 @ 16 in. 0. C. R-30 None / None 0.032 Cavity /Frame: R-14.3 / 2z6 Inside Flnbh: Gypsum Board Registration Number. 425-P010D6368SA-000-000-0000000-0000 Registration Date/Time: 0227202.518:52 HERS Provider: CHEERS Nonce ,M1k eowmml n.. Dam ralw a r�nrorni. Hwn. e,o Falcon Ram salYk.a CHEERS v ,,,-.lmn u Iwead a mvd I- na .naia.d wan or Meld to CHEERS. Tn-.. CHEERS is not ro o aaa Ica. me cannot paean/«, Ras savrary w romp/. anew a Rao infovmatwn mnlainb a m a document ) R"0 p Y Pa sy CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0.ODO Report Generated: 2025-02-27 18:49:22 Schema Version: ray 20220901 2022 Single -Family Residential Mandatory Requirements Summary NOTE Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more informal on. (04Y1022) rtuLlAnn Fmr.lraw- Air Leaka e. Manufactured fenestration exterior doors and exterior t doors must limit air leaks a to 0.3 CIRM r uare foot or 9 P6 9 Pe sq § 110.6(a)1: less when tested NFRC-000, ASTM E283 a AAMNWDMAICSA 101/LS.2/A440-2011. ' 110. e Labelin . Fenestration and exfgdor doors must have a label meetin the r uirements 1 111 . d 0• a 9 P�t6 9 eq § ( ) Field fabricated exterior doors and fenestration ducts must use U-factors and solar heat in coefdmlt SHGC values from Pro 9a ( ) 110. § ab)� Tables 110.6-A 110.6•B or JA4.5 for exterior doors. The must be caulked and/or weather-std ed. Air Leakage. All joints, penetrations, and other openings In the building envelope that are potential sources of air leakage must be § 110.7: caulked asketed or weathersui ed. § 110.8(a): Insulation Certification b Manufacturers. Insulation must be certifl nsumer Affairs Bu ed the M of Co rasa c FbuaelhoW Y by DepeMe , Goods and Services BHGS . 110. Insulation Re uirements for Heated Slab Floors. Heated slab floors must be insulated er the re uirements of 110. q P q § 3(91• Rooin Products Solar Reflectance and Thermal Emittance. The thermal emittance and a ed solar reflectance values of the 9 9 110. § �) roofn material must meet the r uirements of 110.8 i and be labeled er 10.113 when the installation of a cool tact is s fled 9 eq § () D § Pec on the CFiR. 110. § 3U) racy Department Radiant Baffler. When uired redtent baMas must have an emittance of 0.05 or leas and be certified to Ohs of coos mw , Afairs. Roof Deck Ceilin and Rafter Roof Insulation. Roof decks in newt constructed attics in climate zones 4 and 8-16 area -we' hied 9 Y g average Wador not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling; or area -weighted average 1 a: 50 § a) U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-wei hted averse U-factor of 0.054 or less. Attic access 9 9 doors must have ermanentl attached insulation usin adhesive or mechanical fasteners. The attic access must be asketed to P Y 9 9 prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfltration as s ecfed in 110.7 includin but not limited to lacin insulation either above or below the roof deck or on to of a d all ceilin .' 150. -III I inm m Ran rr' r it ni frh I R- Loose fl nsulatbn. Loose fill insu at o ust set the a ufactu e s u ed des o t e cube ed valets. � ty Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framin wall or have a U-factor of 0.102 or less or R-20 kit 2x6 inch wood 9 150 c: framin or have a U-factor of 0.071 or less. 0 a ue non -framed assemblies must have an overall assemb U-factor not exceedin 0.102. 9 Pq N 9 Mason walls must meet Tables 150.1-A or B.' 150 § •0(�� Raised•floor Insulation. Minimum R-19 insulation in raised wood lamed floor or 0.037 maximum U-facer. Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(f): without facings, no greater than 0.3 percent; have a water vapor penneance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)l: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0 d . Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(gi all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have § 150•aq): a maximum U-factor of 0,45; or area -weighted average U-factor of all fenestration must not exceed 0,45. Ri..d... n...n iw. r.. AnnHr .. end re. l nn• §110.5(e) PilotLight. Continuously burning pilot lights am not allowed for Indoor and outdoor fireplaces. 150. e)1: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150•ae)2: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is al least six square inches in area and is ui ed with a readi accessible, o erable, and ' ht-fittin dam or combustion -air control device. ` § 150•ae)3. Flue Dam r. Mason or facto -built fire laces must have a flue dam er with a readi accessible control. e en..e rnndlo,.nln. Weaev NmHn,. end Dhnn . q.__- Certjflcetjon. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other § 110.0.§ 110.3: re ulated a /lances must be certified the manufacturer to the California Commission. § 1102(s): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 1102-Pi. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 1102(b): heaters must have controls that prevent supplementary heater operation when the heating load can be met by tie heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supp lIpry heating, and the cat -off tern erature for corn ression hea6 is h" her than the cut-off tern erature for su lementa heatin . Thermostats. All heating or cooling systems net controlled by a central energy management control system (EMCS) must have a 110 § '(� setback thermostat. a Insulation. Unfired service weter heater storage tan and solar water ng p ten must have uate insulation, or tan 110 surface heat loss rating. Isolation Valves. Instantaneous water leaaters with an input rating greater than 6.8 kBtu per hour (2 it" must have isolation valves with § 110.3(e)B hose bibbs or other fi s on both cold and hot water linen to army for flush the water heater when the valves are dosed. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-OS-E Project Name: W 2ND ADU Calculation Date ime: 2025-02-27T18:49:07-08:00 Pa e 2 of 10 1 /T ( B ) Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x COMPLIANCE RESULTS O1 Buildin Com lies with Com uter Performance g P P 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 mare Special Features shown below Re istration Number: 425-PO10063685A.000-000.0000000.0000 Re istration Date ime: 0227/202518:52 HERS Provider. CHEERS B 6 /T bron CE 1hI. tlocumanl na. seen an raroa a Gli/omle Home Ene Ellicisnc Ralin Servkea CHEERS usin inlo,mafmn a cerise D Ihntl •NHa not alNal•e with w ralefetl to CHEERS Tn•raore, CHEERS la not n alDN Ica. 9 e Y ,gY I ) 9 W Y p anon B end unnof ua a rM1a awwec or seal Ina lnlo,mafion wnleinetl In ln,e tlowmwl. B re Y omnP eren• CA Building Energy Efficiency Standards - 2022 Resldentlal Compliance Report Version: 2022.0.000 Report Generated: 2025-02-27 38:49:22 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: W 2ND ADU Calculation Date ime: 2025-02-27T18:49:07-08:00 Pa e 7 of 10 1 /T ( g ) Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Os uali Insulation installation II Q ty IQ) HI h R-value S Foam Insulation B Prfi' Buildin Envelo Air Leaka a B Pe B CFM50 CFM50 Not 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 Compact HERS Verification Water Heater System Distribution Name (x) DHW S s l y Domestic Hot Standard DHW Heater 1 1 n a / None n a / DHW Heater 1 1 Water(DHW) WATER HEATERS - NEEA HEAT PUMP at 02 03 O4 05 O6 07 08 Name xaf Units Tank Val.(ga0 NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 50 A. O. Smith FPTU 50120 (50 gal) Outside W 2ND STREET UNIT 2 W. 2ND STREET UNIT 2 WATER HEATING - HERS VERIFICATION O1 02 03 04 OS 06 07 Name Pipe Insulation Parallel Piping Compact Distribution CompacTypetribution YP Recirculation Control Shower Recoverater Meat V DHW Sys 1-1/1 Not Required Not Required Not Required None Not Requned Nor Required Registration Number: 425-P010083685A-000-000-0000000-0000 Registration Date/T1me: 0227202518:52 HERS Provider: CHEERS NOnC@ mia eoaumanl nae 4•m waletl D caiam,e Ham. £Her £maenc Rarfn Swvk.e CHEERS uR mrorm.uon u to - D mire afar nol amwlm calm w Mahe la CHEERS. ID rlbb . CHEERS a not re cattalo. Ica. and canna vouanln, ma aav,.i a, comPl.ien•aa or 1 mro,m 112n, Rattle-e m;, eowmwi ) "e p r p w CA Building Energy Emciency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2025-02-27 19:49:22 Schema Version: rev 20220901 2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning plot lights are prohibited for natural gas: fari-type central furnaces; household cooking appliances § 110.5: (except appliances without an electrical supply voltage connection with pilot lights that owning less then 150 Btu per hour ); and pool and a heaters.' Buildin Coolin and Heatin Loads. Heati and/or coolin bads are calculated in accordance whh the ASHRAE Handbook 9 9 9 n9 9 , 150. 1: § ah) E ui ment Volume A lications Volume and Fundamentals Volume' the SMACNA Residential Comfort S rem Installation q P PP Ys Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. 1 50 3k § ah) Clearances. Air conditioner and heat m outdoor condensi units must have a clearance of at least five feet from the outlet of an W P n9 Y d er. uid Line Drier. Air conditioners and heat s tems must be a ui with li uid line filter driers'rf uired as s ecified b the Liq WmP Y6 q PPed q racy P Y § 1�•ah)36: manufacturer's instructions. Water Pi in Solar Water-heatin S tem Pi in and S ace Conditionin S tem Line Insulation. All domestic hot water P 9, 9 Ys P 9• P 9 Ys 150, (j 1: i in must be insulated ass ecified in 609.11 of he California Plumbin Code.' t Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment' 150.0' 2: § UI maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive to es .Insulation coverin chilled water i in and refri anent suction i in located outside the conditioned s ace must P) 9 PP 9 9 PP 9 P include or be rotected b a Class I or Class II va r retarder. Pi insulation buried below rade must be installed in a wate roof and P Y. Po Pe 9 rP non -crushable casin or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters tD serve individual dwelling units must Hate a s ace at least 2.5' x 2.5' x 7' suitable for the future installation of a heat um water heater and meet electrical and desig P P P 150. n 1: § a) Rabin uirements based on the distance between this des' Hated s De and the water heater bcatiom and a condensate drain no Pkl 9 racy g Pa , more than 2" hi her than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and 150 . n 3: § a) Certification Co oration SRCC the International Association of Plumbin and Mechanical Officials Research and Testin IAPMO , rP ( )• 9 9l R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: Ducts. Insulation installed on an existin s ace-conditionin duct must corn I with 604.0 of the California Mechanical Code CMC . If a 9 P 9 PY § ( ) § 110 contractor installs the insulation the contractor must cerf to the customer in writin that the insulation meets this re uirement. dY 9� q CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or hi her ducts located entire) in conditioned s ce as confirmed throw h field verification and die nostic testin RA3.1.4.3.8 9 � Y Pa 9 9 9( ) do not re uire insulation. Connections of metal ducts and inner core of flexible ducts must be mechanical/ fastened. 0 enin s must be q Y P 9 sealed with mastic to or other ductclosure s stem that meets the a licable UL re uirements or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than i/.", If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, dud board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain duds; duds installed in theses aces must not be compressed.' Factory -Fabricated Duct Systems. Factory -fabricated dud systems must comply with applicable requirements for duct construction, § 150.0(m)Z: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive dud to es unless such toe is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply whh applicable requirements for. pressure -sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for dud construction. § 150 D(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have beakdreft or automatic dam ers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § I50.0(irl manual) o erated dam ers in all o enin s to the outside, exce t combustion inlet and outlet air o nin s and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due fosunlight, moisture, equipment maintenance, and wind. § 150.0(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover . Cellular foam insulation must be rotected as above or ainted with a water retardant and solar radiation -resistant coatin . § 150.0(m)10: Porous Inner Core Flex Dud Porous inner cores of flex duds must have a nor/ -porous layer or air barrier between the inner core and outer va or barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.D(m)11: occupiable space, the duds must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 § 150.0(m)12: or equivalent fitters. Fitters for space conditioning systems must have a two Inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)l2. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter.' CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Pro -act Name: W 2ND ADU Calculation Date Time: 2025-02-27T18:49:07-D8:00 Pa e 3 of 10 Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR3)(kBtu/ftz -yr) Standard Design TDV Energy (EDR2)(kTDV/ftz -yr) Proposed Design Source Energy(EDRl)(kBtu/ftz-Vr) Proposed Design TDV Energy (EDR2)(kTDWftz -yr) Margin (EDR3) Margin (EDR2) Space Heating 0 0.34 0 5.31 0 -4.97 Space Cooling 0 53.8 0 30.59 0 23.21 IAQ Ventilation 0 5.66 0 5.66 0 0 Water Heating 0 40.38 0 31.54 0 8.84 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 100.18 0 73.1 0 27.08 Photovoltaitl 0 0 Battery 0 Flexibility Indoor Lighting 0 7.97 0 7.87 Appl.&Cooking 0 80,97 0 79.28 Plug Loads 0 96.45 0 96.45 Outdoor Lighting 0 4.86 0 4.86 TOTALCOMPLIANCE 0 290.33 0 261.56 Re istration Number: 425-PO10063685A-000-000-0000000-0000 Re istration D ime: 0227/202518:52 HERS Provider: CHEERS B B ate/T NOTICE: rule tlom,menl Ass Dean e„ratedb Cakarnia Home Ena ERlclan Ralin San, CH-uan inlwmaknu aeD rive lee nor aflllawl.An w Haled fo CHEERS. Tharofwe CHEERS. not raa naafi/,. g a 1 B ( 1 9 ploee Y Oerf W end cwnol yw w. Ina •wur taln�ln rn,a tloament- B a ary wcomplaloneaa of rho lnrwmelron Ran CA Buildin Ene Efflden Standards- 2022 Resldentlal Com (lance Re rt Version: 2022.0.00D Re rt Generated: 2025-02-27 38:49:22 B r8Y cV P Po Po Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: W 2ND ADU Calculation Date Time: 2025-02-27T18.49:07-DB:00 Pa e 8 of 10 Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x SPACE CONDITIONING SYSTEMS O1 02 03 04 OS O6 07 08 09 Name System Type Healing Unit Name Heating Equipment Cooling Unit Name Co°ling Equipment Fan Name Distribution Name Required Count Count Thermostat Type NEW N11NI SPLIT( Heat pump Heat Pump System 1 Heat Pump System 1 n/a n/a Setback heating cooling 1 1 HVAC - HEAT PUMPS O1 02 03 04 OS 06 01 DB 09 10 it 12 13 Heating Cooling Name S stem7 y ype Number of Units Zonally Controlled Compressor Type HERS Verification Heating HSPF/HS Cooling SEER/SE EER/EER Efficiency PF2/COP Cap 47 Cap 17 Efficiency ER2 2/CEER Type Type Heat Pump vCHP dueness 1 HSPF 8.5 12200 37000 EERSEER 19 10 Not Zonal Single Heat Pump System Syste,n 1 Speed 1-hers-htpump HVAC HEAT PUMPS- HERS VERIFICATION O1 02 03 04 O5 O6 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified Heating Verified Xeating SEER/SEER2 Charge HSPF/HSPFZ Cap 47 Cap 17 Heat Pump System Not Required 0 Not Required Required Yes No Yes Yes 1-hers-htpump VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 O6 07 O8 09 10 Certified Airflow to Ductless Units Air Filter Sizing Low Leakage Minimum Certified Indoor Fan not Name Low -Static Habitable in Conditioned Wall Haunt &amp; Pressure Ducts in Airflow per non-cominuous Running VCHP System Rooms Space Thermostat Drop Rating Conditioned RA9.3 and Fell Continuously Space SC3.3.3A.3 Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required Registration Number: 425-P01006368SA-000-000-0000000-0000 Registration Date/Time: 02271202518:52 HERS Provider: CHEERS NOTICE min eawmwl Has D•m gw.,.rm ey cannoned lame Energy E4mancr Rolmp swvi®a /CHEERSI .-I mMmal- .paadad aY robe par- nw ep4 cairn w mead a CHEERS r x, CHEERS is nor I.wo - Ica. antl cannot Buasnlw. the aacurac/ w,xanpatmm.a o/ Ina ,n/omration alma In tn(e tlowmsn) CA Buildin Em Efflden Standards- 2022 Residential Com (lance Re rt Version: 2022.0.00D Re rt Generated: 2025-02-27 18:49:22 B rB'/ cy P Po Po Schema Version: rev 20220901 2022 Single -Family Residential Mandatory Requirements Summary Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be z 350 CFM r ton of nominal coolin ca acit a an air-han lin nit fan effica 5 0.45 w er CFM for s f ma air ' 150.0 m 13: nd d u atts a u ce ? O Pe 9 P Y. 9 cY P 9 < > handlers and _ 0.58 watts er CFM for all others. Small duct hi h veloci s (ems must rovide an airflow _ 250 CFM er ton of nomina P 9 ty Y6 P P cooling capacity, and an air -handling unit fan efficacy 5 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential A ndix RA3.3. ` PPe V.nfilatinn and Indrsnr do- Cu iw• 150.0 01: § l) Re uirements for Ventilation and Indoor Air uali . All dwellin units must meet the re uirements of ASHRAE Standard 62.2 Q , q tY 9 q Ventilation and Acce fable Indoor Air Quali in Residential Buildin s sub' ct to the amendments ecified in 150. 01.' P ty 9 !e sP § a ) Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- 150.0 01 B: dwellin unit ventilation airflow ra uired er 150.0 0 1C. A motorized dam e s must be installed on the ventllation duct s that 9 q P § l) PrO O revents all aifiow throw h the s ace conditionin ducts em when the dam r s is closed andoontrolled er 150.0 o iBiii&iv. CFI P 9 P 9 Y6l Pe () P§ () ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized dampers) for Com liance with 150.0 01C. Whole-Dwellin Unit Mechanical Ventilation for Sin le-Famil Detached and townhouses. Si le-fam detached dwell) units 9 9 Y n9 itY n9 150. o1C: § a) and attached dwellin units not sharin ceilin s or floors with other dwellin units occu iable s aces ublic are s or commercial 9 9 9 9 P P P 9 9e , spaces must have mechanical ventilation airflow specified in § 150.D(o)iCi-ill. § 150.0(011G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand - controlled exhausts stem meetin re uirements of 150.0 01Glii enclosed kitchens and bathrooms can use demandcontrolled or Y 9 q § () continuous exhaust meetin 150.0 o iGiii-iv. Airflow must be m asured b the installer er 150.0 0 1Gv and rat for sound er 9§ O e Y P§ I I � ed P 150.0 0 1Gvi.' I• 150. o1H&. § a) Airflow Measurement and Sound Ratio s of Whole-Dwellin Unit Ventilation S stems. The airflow uired er 150.0 01C must 9 9 Y racy P§ ( 1 be measured b usin a flow hood flow rid or other airflow measurin device at the fan's inlet or outlet terminals/ rifles er Reference Y 9 9 9 9 P Residential A endix RA3.7. Whole-Dwellin unit ventilation s tems must be rated for sound r ASHRAE 62.2 7.2 al no less than the PP 9 Y6 Pa § minimum airflow rate re uired b 150.0 0 1C. Field Verification and Dia nostic Testin . Whole-Dwellin Unit ventilation airflow vented ra hood aiflow nd nd 8 BW 9 9 9 n9a �, 150.0 0 2: § O and HRV and ERV fan efficec must be verified in accoMance with Reference Residential endix RA3.7. Vented ran a hoods Y APP 9 must be verified er Reference Residential endix RA3.7.4.3 to confirm if it is rated b HVI or AHAM to corn I with the airflow P APP Y PY rates and sound requirements per 150.0(o)1G P�nt and Sna Svstemn and Fnuinmenh- Certification by Manufacturers. Any pool orspa heating system or equipment must be certified to have all of the following: compliance § 110.4(a): with the Appliance Efficiency Regulations and listing in MAEDbS; an on -off switch mounted outside of the healer that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heatin . ' Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110A(b)l: dedicated suction and return lines, or built-in or bulO-up connections to allow for future solar heating. § I10A(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and rime Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time § I10A(b)3: switch that will allow all um s to be set or ro rammed to run onl durin off eak electric demand erods. 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light Pool Systems and Equipment Installation. Residential pool systems or equipment must meet Ore specified requirements for pump § 150-cup): siAn , flow rate, i in , filters, and valves. I inhfinn. Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: re uirements of 110.9.' § 150JIM1k Luminabre EtCcacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity minors, and garage door openers; navigation lighting less than 5 we%and fgNag internal te drawers, cabinets, and linen closets with an etfxa of at least 45 lumens r watt 150.0NIB: Screw based luminaires. Screw based luminaires must contain lamps that comply with ReferenceJdMAppendb(JAB.' § 150.ak)1C. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based social must be airtight and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB § 150A(k)1D: elevated tern erature requirements, includin markin requirements, must not be installed in enclosed or recessed luminaires. § 150J1(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished Floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low volts a wirin , or fan s eed control. Lighting Integral to Exhaust fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150ANIF: hoods must meet the a licable re uirements of 150. k . r CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: W 2ND ADU Calculation Date Time: 2025-02-27T18:49:07-08:00 Pa e 4 of 10 1 / ( B 1 Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x ENERGY USE INTENSITY Standard Design (k0tu/ftz - yr) Proposed Design (ketu/ft2 - yr) Margin (kBtu/ftz - yr) Margin Percentage Gross EUI2 39.69 36.08 3.6 ] 9.1 Net EUI2 39.69 36.08 3.61 9.1 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. :QUIRED SPECIAL FEATURES to following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be Installed 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 • Indoor air quality ventilation • Kitchen range hood Verified SEER/SEER2 . Verified Refrigerant Charge • Airflow In habitable rooms (SC3.1.4.1.7) • Verified heat pump rated heating capacity • Wall -mounted thermostat in zones greater than 150 ft2 (SC3.4.5) • Ductless Indoor units located entirely in conditioned space (SC3.1.4.1.8) ZONE INFORMATION 01 Ora 03 04 OS O6 07 Zone Nama Zone Type HVAC System Name Zone Floor Area (fit') Avg. Ceiling Height Water Heating System 1 Status W. 2ND STREET UNIT2 Conditioned NEW MINI SPLITS 38125 9 DHW Sys1 New Re istration Number: 425-PO10063685A-000-000-0000000-0000 Re istration Date ime: 02/271202518:52 HERS Provider: CHEERS g g /T NOnCe 11,1a docum•nl nee Deen ana.tae a Celilornk Home En.r Ellicionc Relln 3•rvkea CHEERS uNn Inlwmalion u aetletl D in. Hies na elllllarse calm w relafetl to CHEERS, Ti,a.lore, CHEERS Is not tea HDIe Ion, g .Y Y ( 1 g W Y pe non B and Pewof uan.nrx me awu, a or m. ,nrorm.uw oomanea m Rana aowmwl. v soy a Ramplarpnea CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2025-02-27 18:49:22 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Pro ect Name: W 2ND ADU Calculation Date Time: 2025-02-27T18:49:07-08:00 Pa e 9 of 10 1 / ( g 1 Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x INDOOR AIR QUALITY pAQI FANS O1 02 03 04 O5 06 07 O8 09 Fan Efficacy Includes IAQ Recovery Includes Fault Dwelling Unit Airflow ([FM) (W/CFM) IAq Fan Type Neat/Energy Effectiveness- Indicator Display? XERS Verification Status Re[overy? SRE/ASRE SFam ADU 26 0.35 Exhaust No n/a/,/a No yes IAQVentRpt Registration Number: 425-P01DO63685A-000-0OD-0000000-0000 Registration Date/Time: 0227202518:52 HERS Provider: CHEERS NOTCE: 11r1s dowmanl nae awn gmwaled ey blllwme Hame Energy Elflavncy Rarin Sprviva (CHEERS) using information uplaveee 4Y Inrre pali•s not ariaat•tl w,M w -I.d la CHEF , Tharefw.. CHEERS la not our .,. tor. end cannot avar•mw. Rao ecw,.cy w wmpar•nsw w m• mmrmalon mnlamw m m�i eowmwt. CA Building Energy Emciency Standards- 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2025-02-27 18:49:22 Schema Version: rev 20220901 2022 Single -Family Residential Mandatory Requirements Summary § 150.0(Il Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Jotrd Appendix JA8. a Light Sources In Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB 1 11 § 50 ted fern rature re uiremen s includin markin re uirements must not installed In enclo or recessed luminaires. slave t be sad Pe q 9 9 q ht Sources in Draws Cabinets and Linen Closets. Li ht sources internal to drawers cabins or linen closets are not uired Lis rs, g trY racy § 150.ak)1b to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of ower emit no more t n 150 lumens and are ui ed with controls that automaticall turn the li htin off when the drawer cabinet or ha , P aq PP Y 9 9 , linen closet is cased. § 150.0(k)2A: Interior Switches and CoMrole, All forward phase cut dimmers u ed with LED light sources must comply with NEMA SSL 7A 150 B § -ak12 Interior Switches and Controls. Exhaust fans must be controlled se a from I' htin Accessible Controls. i htin must have readi accessible wall -mounted controls that allow the li htin to be manual turned L9 9 ty 9 9 ty 1511. § ak)2A: on and off. ` Yultlple Controls. Controls must not bypass a dimmer, occu pert sensor, or vacancy sensor function if the dimmer or sensor Is installed 150 2B: § •ale) to Com I with 150.0 k . 150. k 2C: § a) Mandato Re uirements. Li htin controls must corn I with the a licable re uirements of 110.9. ry q 9 9 PY PP q § Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, 150.0 k 20: § () occu n and control re uirements If it rovides the functionali of the s ecified control r 110.9 and the h sical controls s ecfed Pa cY. q P ty P Pe § P Y P in 150.0 k 2A. Automatic Shutoff Controls. In bathrooms are es laund rooms utilit rooms and walk-in closets at least ane installed luminaire 9 9 rY Y § 150.0(k)2E: must be controlled b an occu ane or vacant sensor rovidin automatic -off functionalit . Li htin inside drawers and cabinets with Y P Y Y P 9 Y 9 9 o ue fronts or doors must have controls that turn the li ht off when the drawer or door is closed. Dimmers. Li htin in habitable s aces e.. livin roans dinin rooms kitchens and bedrooms must have readi/ accessible wall- 9 9 P (g, 9 9 ) Y 150. 2F: § ale) mounted dimming controls that allow the lighting te Le manually adjusted up and down, Forward phase cut dimmers controlling LED IigM sources in theses aces must comply with NEMA SSL 7A. § 150.OMM Independent controls. Integrated lighting of exhaust fans shall be controlled independentlyfrom the fans. Lighting under cabinets or shelves li htin in dis la cabinets and switched outlets must be controlled se rate/ from ceilin -installed li htin . Residential Outdoor Li htin . For sin le-faml residential buildin s outdoor li htin anent) mounted to a residential build) or to 9 9 9 ty 9, 9 9 Pean Y n9, § 150.0(k)3A: other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automata time switch control or an astronomical time clock. An ener mane ement controls stem that rovides the s cified control functionalit and meets all 9Y 9 Y P Pe Y a licable re uirements ma be used to meet these re uirements. Internal/ Illuminated address si ns. Internal/ illuminated address si ns must either corn I with 140.8 or consume no more than 5 Y 9 Y 9 Py § 150.0 k 4: § O watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or mare vehicles must comply wfth the § 150.0(k)5: applicable requirements for nonresidential garages In §§ 110.9.130.0, 130.1,130.4, 140.6, and 141.0. Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the § 110.10(a)1: application far a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a hotovoltaic s stem installed must corn I with the re uirements of 110.10 b e . P q Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)tk square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet.' § 110.10(b)2: Azimuth. All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300' of true north. Shading. The solar 7rr)xre must not contain any obstmdans, including but not limited ro: vents, chimneys, architectural features, and roof § 110.10(b)3k mounted equipment. Shading. Any obstruction located on the roof or any other part of the building t hat projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the "Efial design loads for § 110.10(b�1: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heati s tems a thwa reserved for routin lumbin from the solar zone to the water-heatin s stem. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 110.10(d): provided to the occupant § 110.10(e)1: Main Eiectricel Service Panel. The main elect ical service panel must have a minimum busbar rating of 2DD amps. § 11010(e)2. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole "For circuit breaker for a future solar electric installation. The reserved s ace must be rmanentl marked as Future Solar Electric." P Pe Y Electnc and Energy storage Neatly: S 2022 Single -Family Residential Mandatory Requirements Summary Plannin FOR Master I Date: CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R-PRF-01-E Project Name: W, 2ND ADU Calculation Date/Tlme: 2025-02-27r18:49:07-O&DO (Page 5 of 10) Calculation Description: TRIe 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x OPAQUE SURFACES 01 02 03 04 05 O6 07 08 09 10 Name tom Construction Azimuth OrienWtlon Gross Area(ftz) Window and Door Tih (deg) Wall Exceptions Status Area (k2) W. 2ND STREET FRONT WALL UNIT2 R-13 Wall 0 Front 75 53 90 none New W. 2ND STREET LEFT WALL UNIT2 R-13 Wall 90 Left 50 0 90 none New W. 2ND STREET REAR WALL UNIT2 R-13 Wall 180 Back 75 4 90 none New W. 2ND STREET RIGHT WALL UNIT2 R-11 Wall 270 Right 50 16 90 none New Roof W 2ND STREET R-30 Roof Attic n/a n/a 381.25 n/a n/a New UNIT2 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 Alt,c W. 2ND STREET UNIT2 Attic RoofW.2ND STREET UNIT2 Ventilated 4 0.1 085 No No FENESTRATION / GLAZING O1 02 03 04 OS O6 07 08 09 30 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height flit Mult. Area (ftz) U-factor S�rce SHGC SHGC Source Exterior Shading Window Window FRONT WALL Front 0 1 32 0.3 NFRC 0.23 NFRC Bug Screen Window2 Window REAR WALL Back 180 1 4 0.3 NFRC 0.23 NFRC Bug Screen Window3 Window RIGHT WALL Right 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen Re istration Number: 425-PO10063685A-000.000-0000000-0000 Re istration Date ime: 02/272025 18:52 HERS Provider: CHEERS g g /T NOT(LE Thla daaumanf h.a Deen enaafad 4 Celllwn1. Homo Etter Elk gl; Ralin Sarwces CHEERS usin inlormeflon a tled a IM,O erlaa not el/Ilialse with or related la CHEERS. merelwa, CHEERS la not tea warble Ion g Y g ( 1 9 p- Y O p end Honor us,mr.e rns asPvuc or as ono• afo,maua, -1.1 d a mia wamom. 9 Y comPl•ans CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2025,02-27 18:49:22 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: W 2ND ADU Calculation Date me: 2025-02-27718:49:07-08:D0 Pa a 10 of 10 1 /TI ( B ) Calculation Description: Title 24 Analysis Input File Name: W. 2nd Street Unit 2, Santa Ana.ribd22x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documents on Author Name: Documentation Authors nature: IB Maria Arias MCWta, AY(.a,k Company: Signature Date: Arias & Associates Design Inc 02/2712025 Address: CEA/ HERS Certification Identification Of applicable): 11818 RIO HONDO PKWY CRy/state/zip: Phone: EL MONTE, CA 91732 (626) 548-9305 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 Bf the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. certify that the energy features antl performance specifications Identified on this Certificate of Compliance conform to the requirements of Title 24, Pan 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features ldentifiedon this Certifiate ofCompliance are consistent with the information provided on other applicable compliance documents,worksheets, calculations, plans antl specifications submitted to the enforcemem agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Maria Arias M GS.YiLGTY f� ram, Company: Date Signed: Arias & Associates Design Inc 02/27/2025 Address: tkamer 11818 RIO HONDO PKWY - - CRy/State/zip: - Phone: - EL MONTE, CA 91732 (626) 548-9305 nl:lr laia"e enwiarc'nl.b,, .",e . rw w r%mail : I.1au,,00 X_1%*:i a RJRhrer�anIgnalu Hb,1Rg .r 1�� a fo Rana.. res amram or Registration Number: 425-PO10063685A-0DD-000-0ODOODO-0000 Registration DateRme: 0227/2025 18:52 HERS Provider: CHEERS _m_ Tin. ew„menf bar be•n genm.f ,d a ` Uliarnia Home Energy EKiciancy Raring S . (CHEERS) uan9 inarma- uproaeee by (hire palaa not .((,Hated Ram o, remtae to CHEERS. MWd.M, CHEERS+s not ,espwdak for. and nwa vaarmf», ma em,.acr or wmprol•n•as or the mrwmauw wnuinw m mAeowmwl. CA Building Energy Emciency Standards- 2022 Residential Compliance Report Version: 2022.0.ODO Report Generated: 2025-02-27 1SA9:22 Schema Version: rev 20220901 § 150.0(s) Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, ore dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a sin le anelboard suitable to be su lied b the ESS with one circuit su I in the refri erator one li htin circuit 9 P PP Y PP Y 9 9 9 9 near the rime exi and one circuit su I in a sled in room rece cle outlet main anelboar must have a mini um bus r ratio of t te d m tea P ry PPY9 P9 P P 9 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3' of the main elboard with racewa installed between the nelboard and the switch location to allow the connection of backu ower source. 150.0 t Heat Pum S ace Heater Read . S tems usi as or ro ane furnaces to serve individual dwellin units must include: A dedicated P P Y Ys n9 9 P P 9 unobsWcled 240V branch dreuit wirin instated within 3' of the furnace with circu0 conductors rated at Gast 30 am s with the blank cover 9 P identified as "240V re� " and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker ermanentl marked as "For Future 240V use." 150.0 u § () Electric Cookto Read . S tems usi as or ro ane Cookto to serve individual dwellin units must include: A dedicated unobstructed P Y Y6 n99 P P P 9 240V branch circuit wirin Installed within 3' of the Cookto with circuit conductors rated at least 50 am s with the blank cover identified as 9 P P "240V ready;' and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as `For Future 240V use." 150. § ah Electric Clothes D er Read . Clothes d er locations with as or re and lumbin to serve individual dwellin units must include: A rY Y ry 9 P P P 9 9 dedicated unobstructed 240V branch clrcult wiring installed within 3' of the dryer location with ctrouit conductors rated at least 30 amps with the blank cover identified as "240V read "and a reserved main electrical service anel s ace to allow for the installation of a double le Y, P P Pa circuit breaker ermanen marked as'For Future 240V use." `Exce tions ma a I . P Y PPY COMPLIANCE NOTES AND ADMINISTRATIVE REQUIREMENTS: NOTE: THE APPROPRIATE CF2R AND F3R FORMS MUST BE COMPLETED AND PROVIDED AT THE TIME OF INSPECTION A. THE PERSON IN CHARGE OF THE CONSTRUCTION OR INSTALLATION WHO IS ELIGIBLE WHO IS ELIGIBLE UNDER DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE TO ACCEPT RESPONSIBILITY FOR THE CONSTRUCTION OR INSTALLATION OF REGULATED MANUFACTURED DEVICES SHALL POST, OR MAKE AVAILABLE WITH THE BUILDING PERMITS ISSUED FOR THE BUILDING THE CERTIFICATE OF INSTALLATION DOCUMENTATION FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE EFFICIENCY REGULATIONS OR PART 6. SUCH CERTIFICATE OF INSTALLATION DOCUMENTATION SHALL BE MADE AVAILABLE TO THE ENFORMENT AGENCY FOR ALL APPLICABLE INSPECTIONS. THESE CERTIFICATES SHALL: IDENTIFY FEATURES MATERIALS COMPONENTS MANUFACTURED DEVICES AND SYSTEM DIAGNOSTIC RESULTS RE UIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE EFFICIENCY REGULATIONS AND PART 6. Q ii STATE THE NUMBER OF THE BUILDING PERMIT UNDER WHICH THE CONSTRUCTION OR INSTALLATION WAS PERFORMED. SECTIONS OF THE CERTIFICATE(S), FOR WHICH SUBMITTAL TO A HERS PROVIDER DATA REGISTRY IS RE UIRED SHALL DISPLAY THE UNI UE REGISTRATION NUMBER ASSIGNED BY THE HERS DATA Q r Q REGISTRY. iii INCLUDE A DECLARATION STATEMENT INDICATION THAT THE CONSTRUCTED OR INSTALLED FEATURES MATERIALS COMPONENTS OR MANUFACTURED DEVICES COMFORM TO ALL APPLICABLE CODES AND REGULATIONS AND TO THE RE UIREMENTS FOR SUCH DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS Q APPROVED BY THE LOCAL ENFORCEMENT AGENCY. iv BE SIGNED BY THE DOCUMENTATION AUTHOR TO CERTIFY THE DOCUMENTATION IS ACCURATE AND COMPLETE . V) BE SIGNED BY THE INDIVIDUAL ELIGIBLE UNDER DIVISION 3 OF THE BUSINESS AND PROFFESIONS CODE TO ACCEPT RESPONSIBILITY FOR CONSTRUCTION, OR INSTALLATION IN THE APPLICABLE CLASSIFICATION FOR THE SCOPE OF WORK SPECIFIED ON THE CERTIFICATE OF INSTALLATION DOCUMENT(S). B. THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR THE PERSON(S) RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE FEATURE, MATERIAL, COMPONENT OR MECHANICAL DEVICE INSTALLED (IN CASE OF MULTI -TENANT OR CENTRALLY OPERATED BUILDINGS) WITH THE FOLLOWING AT THE TIME OF OCCUPANCY: i) COMPLIANCE INFORMATION. THE APPROPRIATE COMPLETED AND SIGNED CERTIFICATES(S) OF COMPLIANCE, CERTTFICATE(S) OF INSTALLATION, AND IF APPLICABLE CERTTFICATE(S) OF VERIFICATION DOCUMENTATION SUBMITTED. ii) OPERATING INFORMATION. THE APPROPRIATE CERTIFICATES) OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES INTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO OPERATE THEM CORRECTLY AND EFFICIENTLY. iii) MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE OPERATION AND MAINTENANCE MANUAL. IV) VENTILATION INFORMATION. A DESCRIPTION OF THE QUANTITY OF OUTDOOR AIR THAT THE VENTILATION SYSTEM IS DESIGNED TO PROVIDE TO THE BUILDING CONDITIONED SPACE, AND INSTRUCTIONS FOR PROPER OPERATIONAND MAINTENANCE. N E O O e - � 0 z N - I- Q N CD Un v LU U� Nz Q � a Q W ti p M ♦, Q Z c M 6 00 ~ w M Q LU N Q W � r_ W, � ti /a), .. W IO W w Q Z O /� O 0 L \G2 a w J Q 49 U � W 2 2 CC 0 U 4 J Q IIr I Z W 0 UJ W 11■ ■ N to i`_ M Z it O E Q - U ICJ cZ wo E z OCy•y�I� G CO O UJ I fin C 11 CC O r/"� c(0 v ` `V Z O�� Q O L� Ir co C T N Z O H �v W J W Ci SCALE: AS NOTED DRAWN: MA JOB NO.: SHEET 06- n ency I CE 5/6122 5/6/22 5622 C. THE ENFORCEMENT AGENCY SHALL NOT ISSUE A CERTIFICATE OF OCCUPANCY UNTIL ALL REQUIRED CERTIFICATES OF VERIFICATION ARE POSTED AND MADE AVAILABLE TO THE BUILDING DEPARTMENT FOR ALL APPLICABLE INSPECTIONS, AND THAT ALL CERTIFICATES OF VERIFICATON CONFORM TO THE SPECIFICATIONS OF SECTION 10-103(a)5. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE Planning and Building Agency � Y INFAI RNIPpl. PARTY ELLO RESIDENTIAL MANDATORY MEASURES, SHEET 2(July zo2aSupplement) MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O'/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR. Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR. Title 17. Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment. all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives Sealants and Caulks Adhesives sesflant and caulks used on the 1 ro ect shall meet the P 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 c0111pounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Reyulations. 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. TABLE 4.504.1 - ADHESIVE VOC LIMITM.2 (Less Water and Less Exempt Compouttde 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 USTED 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. IFAN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHESTVOC 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. Y NSA RESPON PARTY JORDAN CAPPELLO 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 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS23 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 COATINGSi 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. Y IN/AI RESPON. PARTY LLO TABLE 4.504.5 - FORMALDEHYDE LIMITS+ 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 5116" (8 MM) DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/PagesIVOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdpli ca.gov'Piograms'CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/PagesNOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood. particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following- 1 . Product certifications and specifications. 2 Chain of custody certifications. 3 Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17. Section 93120, et seq ). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151. CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19. or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, 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. Y IN.AI RESPON PARTY Y = YES NIA = NOT APF RESPON.PARTY = RESPON OWNER. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFIC 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained installation of HVAC systems including ducts and equipment by a nationally or region certification program. Uncertified persons may perform HVAC installations when and responsibility of a person trained and certified to install HVAC systems or contractor Ii Examples of acceptable HVAC training and certification programs include but are not Approved ENGINE RE-RMIT ISSUANCE ►TIONS Master ID: I cW,fied,the proper I reAming or the direct supervision and nsed to install HVAC systerr cited 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 b the enforcing agency, the owner or the responsible entity actin as the owner's agent shall I 1 q Y 9 Y, P Y 9 9 9 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. Q Z (i) 00 Z W W "t Q L LI () W 03 Z O O a) Lo ti M 4) O M ti n ii v E M N r �O C CL C 0) J_ Q W Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS. THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT. INCLUDING VERIFICATION WITH THE FULL CODE !iirt.! Plannin 2. SERVICES DISCONNECTING MEANS SHALL BE INSTALLED OUTSIDE THE FIRE NOTE BUILDING OR INSIDE NEARAST THE POINT OF ENTRANCE OR SERVICE CONDUCTORS. (CEC 230.70) 3. INTERIOR DOORS. (R327.1.3) EFFECTIVE JULY 1.2024 AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL CALIFORNIA RESIDENTIAL CODE CALIFORNIA PLUMBING CODE: 1. FIRE SPREAD AND SMOKE -DEVELOPED INDICES FOR WALL AND PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 1. WALL AND CEILING SHALL NOT EXCEED THE FLAME -SPREAD 1. ALL HOSE BIBS MUST BE PROTECTED BY ANTI SIPHON DEVICE CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 AND R302.9.4 3. NEWLY CONSTRUCTED ONE AND TWO FAMILY DWELLINGS AND 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 CLASSIFICATIONS IN CRC SECTKION R302.9 COMPLYING WITH CPC SEC TION 603. TOWNHOUSES WITH ATTACHED PRIVATE GARAGES SHALL COMPLY WITH DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A 2- OR 2. ANTI -SCALDING OR THRMOSOMBI MIXING VALVES ARE EQL E,j�[a THE EV CHARGING INFRASTRUCTURE REQUIREMENTS IN CGBC 4.106 AND 3- STORY SINGLE FAMILY DWELLING, ON THE 2ND OR 3RD FLOOR OF 2. INTERIOR WALL COVERING SHALL COMPLY WITH THE SHOWERS AND TUB/SHOWER COMBINATION. UU WATER HEATER ELECTRICAL READY CRC R309.8 THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE REQUIREMENTS CITED IN CRC SECTION 702 AND TABLE R702.3.5 ENTRY LEVEL. FOR THE APPROVED MATERIALS (FASTENERS, FASTENER SPACING 3.WATER HEATERS SHALL HAVE A TEMPERATURE AND PRE SURE RELIEF ,COATING THICKNESS, NUMBER OF COATS, ETC. VALVE COMPLYING WITH CPC SECTIONS 505.4 & 608.6. THE POINT OF 4. DOORBELL BUTTONS. (R327.1.4) DOORBELL BUTTONS OR CONTROLS, DISCHARGE FOR RELIEF VALVE SHALL BE IN ACCORDANCE WITH CPC LIGHTING MEASURES WHEN INSTALLED, SHALL NOT EXCEED 48" MEASURED FROM THE 3. CEMENT, FIBER -CEMENT, FIBER MAT REINFORCED CEMENT, SECTION 608.7. EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR GLASS MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48" SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER 4. WHERE APPROVED, INSTANTANOUS GAS WATER HEATE Sklr I 1.AT TANKLESS WATER HEATER -PROVIDE A DEDICATED 125 VOLT, 1. LIGHTING IN BATHROOMS, GARAGES, AND LAUNDRY ROOMS,WALK IN ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF AREAS AND CEILING PANELS IN SHOWER AREAS IN ACCORDANCE SHALL HAVE A DEDICATED GAS LINE SIZED PER THE APPLIANCE 20 AMP ELECTRICAL PANEL WITH A 120/ 240 VOLT 3 CONDUCTOR CLOSETS AND UTILITY ROOMS. ALL LUMINAIRES SHALL BE HIGH THE DOORBELL BUTTON OR CONTROL. WITH CRC SECTION R702.4.2 CRC. SPECIFICATIONS. Date: 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET OF THE WATER EFFICACY AND SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY HEATER AND ACCESSIBLE TO THE WATER HEATER. (CENERGYC) SENSOR. 4. FASTENERS FOR ROOF COVERING SHALL BE CORROSION 5. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN 150.0(N)(1)(A) RESISTAN SUCH AS COPPER, BRASS, STAINLESS STEEL OR ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMB NG CODE. 2. HABITABLE SPACES. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND NOTES: GALVANIZED. (CRC) TABLES R602.3(10) AND R502.3(2) PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS S ALL BE 2. WATER HEATING SYSTEMS (ESS) READY. ALL SINGLEFAMILY BE CONTROLLED BY A VACANCY/OCCUPANCY SENSOR OR 1. BATHTUB AND SHOWER FLOORS, AND WALLS ABOVE BATHTUBS WITH A 5. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITSS SHALL DIMMER. SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A LOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED, MANUFACTURERS RECOMMENDED INSTALLATION STANDARD. CPVC MEET THE FOLLOWING. ALL ELECTRICAL COMPONENTS SHALL BE 3. OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING ON NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 CERAMIC FIRED, ETC) BY A MANUFACTURE'S DESIGNATION, THE WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND SHALL BE FEET ABOVE THE FLOOR. MANUFACTURER OR INSTALLER AND SAFETY GLAZING STANDARD SPECIFIED IN SEC. 604.1.1(d) OF THE CPC PRIOR TO PERMIT ISSUANCE. CODE: (CENERGYC150.0(S) CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION (WITH WHICH IT COMPLIES. OVERRIDE). SEE 150(k) 3 FOR REQUIREMENTS. 2. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR 6. WATER HEATER CLOSET SHALL HAVE 15" TO ANY WALL OR AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: SHALL BE NOT LESS THAN 1,024 SQ . IN. OF FLOOR AREA, AND ENCOMPASS 6. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CRC OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SAPCE A. ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM 4. KITCHEN ALL INSTALLED WATTAGE IN KITCHEN SHALL BE HI 30 IN. DIAMETER CIRCLE. SECTION R302.11 AT THE FOLLOWING LOCATIONS: IN FRONT. (CPC 402.5) BACKED -UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR EFFICACY. 3. ALL HOSE BIBBS MUST BE PROTECTED BY AN ANTI -SIPHON DEVICE . A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, 7. PER SECTION 311.1 OF THE CALIFORNIA PLUMBING CODE, AN ADU ESS-SUPPLED BRANCH CIRCUITS, OR INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS . BUILDING SEWER SHALL BE SEPARATELY CONNECTED TO THE PUBLIC 4. TAMPER -RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS SEWER, OR TRUNK SEWER (SEWER MAINTENANCE SADDLE PERMIT OR GLAZING B. A DEDICATED RACEWAY FROM THE MAIN SERVICE PANELBOARD SPECIFIED IN 210.52 ALL NONLOCKING-TYPE 12 VOLT, 15- AND 20 AMPERE B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, SANITATION DISTRICT APPROVAL IN ADDITION TO AN ENCROACHMENT (SUBPANEL) THAT SUPLIES THE BRANCH CIRCUITS IN SECTION RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE PERMIT ARE REQUIRED.) HOWEVER, SINCE THE LOT MAY NOT BE 150.0 (S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE LENGTH OF THE WALL. SUBDIVIDED IN A MANNER THAT THE ADU BECOMES A SINGLE - FAMILY SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE 1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY 5. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, UNIT, THE BUILDING SEWER FROM THE ADU MAY CONNECT TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE C. AT ALL INTERCONNECTIONS BEWEEN CONCEALED VERTICAL AND BUILDING SEWER FROM THE EXISTING BUILDING AT A POINT 2 FEET SHALL BE NOT LESS THAN 1 INCH . THE PANELBOARD THAT R308.3 . BALANCE/THERMOSTATIC MIXING TYPE VALVE. HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS OUTSIDE OF THE EXISTING BUILDING. SUPPLIES THE BRANCH CIRCUITS(SUBPANEL) MUST BE LABELED " AND COVE CEILINGS. SUBPANEL SHALL INCLUDE ALL BACKED UP LOAD CIRCUITS." A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND 18. ALL GROUNDING ELECRODES AS DESCRIBED IN CED 250.529(A) (7) BI-FOLD DOOR ASSEMBLIES. 6. ALL NEW, REPLACEMENT AND EXISTING WATER HEATERS SHALL BE STRAPPED D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIRE D. IN OP THAT ARE PRESENT AT EACH BUILDING OR STRUCTURE SERVED SHALL TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN E AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. 3. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. FIRE CEILING AND FLOOR LEVELS, WITH MATERIALS TESTED FOR IF MULTIPLE RODS, PIPE, OR PLATE ELECTRODES ARE INSTALLED TO AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS ABOVE THE CONTROLS. THE FORM AND MANNER THEY ARE INTENDED. MEET THE REQUIREMENTS OF CED 250.53 (A) (3) THEY SHALL NOT BE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN LESS THAN 6 FEET APART. ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 7. ALL FINISHED MATERIALS, SUCH AS ADHESIVES, SEALANTS, CAULKS, PAINTS, CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT INCHES ABOVE THE FLOOR OR WALKING SURFACE. AEROSOL PAINTS , COATINGS, CARPET SYSTEMS, RESILIENT FLOORING SYSTEMS 7. WHERE TOP OR SOLE PLATE ARE CUT FOR PIPES, A METAL TIE EGRESS LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM AND COMPOSITE WOOD PRODUCTS SHALL CONFORM TO THE VOC AND MINIMUM 0.058 INCHES THICK AND 1-1/2" WIDE SHALL BE FASTENED RECEPTACLE OUTLET. C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT FORMALDEHYDE LIMITS SET SET FORTH IS SECTION 4.504.2, 4.504.4. 4.504.5 ACROSS THE OPENING WITH (6) 16D NAILS MINIMUM EACH SIDE. MEETS ALL OF THE FOLLOWING CONDITIONS: AND TABLES 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 2019 CGB SC 4. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING GLAZING 8. FIELD CUTTING ENDS, NOTCHES AND DRILLED HOLES IN 1.13ASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM OF 225 AMPS. 1. EXPOSED AREA OF AN INDIVIDUAL PANEL GREATER THAN 9 8. SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND SQUARE FEET. CELING HEIGTH OF 6-8" ABOVE A MINIMUM AREA OF 30"X30" AT THE SHOWER ACCORDANCE WITH AWPA MA4. RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 5. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR . HEAD SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 9. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48" LAP SPICES AND MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS 4. ONE OF MORE WALKING SURFACES WITHIN 36 INCHES 9. WATER HEATERS SHALL HAVE A TEMPERATURE AND PRESSURE RELIEF VALVE (8) 16 LAP SPLICE NAILING. CLEAR OPENING HEIGHT SHALL BE 24 IN. WIDTH SHALL BE 20 IN. SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE HORIZONTALLY OF THE GLAZING. COMPLYING WITH CPC SECTIONS 505.4 & 608.6. THE POINT OF DISCHARGE FOR MIN. , AND BOTTOM OF THE CLEAR OPENING SHALL BE NO SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCHED LOCATION TO D. GLAZING IN RAILINGS. RELIEF VALVE SHALL BE IN ACCORDANCE WITH CPC SECTION 608.7 10. BRACED WALL PANEL HOLD-DOWN HARDWARE SHOWN ON THE GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. ALLOW THE CONNECTION OF BACK UP POWER SOURCE. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, APPROVED PLANS OR IN ACCORDANCE WITH CRC SECTION R602.10 WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS 10. THE SEWER LINE FOR THE APPROVED ADU MUST CONNECT TO THE MAIN MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. LIGHTING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 LATERAL SEWER LINE PRIOR TO THE CONNECTION OF THE MAIN RESIDENCE. INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 11. EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR TUB/SHOWER ELECTRICAL COOKTOP DRYER READY COMBINATION SHALL BE MECHANICALLY VENTILATED FOR PURPOSES OF HUMIDITY CONTROL IN ACCORDANCE WITH CMC, CHAPTER 4 AND CGBSC, CHAPTER 4, CALIFORNIA ELECTRICAL CODE: 1. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE DIVISION 4.5. (R303.3.1. CRC) PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS AT LEAST 1. IN EVERY DWELLING UNIT, FIXED APPLIANCES SUCH AS FOOD WASTED ONE CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND 6. ELECTRIC COOKTOP READY.SYSTEMS USING GAS OR PROPANE 12. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS GRINDERS, DISHWASHER, WASHING MACHINES, DRYERS, LAUNDRY TRAY AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM COOKTOP TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE AGING -IN- P LACE/FALL SHALL BE PROVIDED WITH GLAZED AREA IN WINDOWS OF NOT LESS THAN 3 SQ, FT, LOCATION, BUILT-IN REGRIGERATORS OR FREEZERS, FURANCES, AC UNITS, RECEPTACLE OUTLET. THE FOLLOWING: (CENERGY C 150.0(U) ONE HALF SHALL BE OPENABLE .(R303.3 CRC) BUILT-IN HEATERS OR ANY OTHER FIXED APPLIANCE WITH A MOTOR OF 1/4" H.P. OR LARGER SHALL BE ON A SEPARATE 20 AMP. BRANCH CIRCUIT A. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE 1. REINFORCEMENT FOR GRAB BARS. (R327.1.1) AT LEAST ONE XCEPTION: GLAZED AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT COMPLYING WITH CEC SECTION 422.10 INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH ND MECHANICAL VENTILATION ARE PROVIDED. MINIMUM VENTILATION RATES THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE HALL BE 50 CFM FOR INTERMITENT VENTILATION AND 25 CFM OF CONTINOUS 2. RECEPTACLES COMPLYING WITH CEC SECTION 210.52 SHALL BE LISTED AS CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM THE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE ENTILATION AND VENTED DIRECTLY TO THE OUTSIDE. TAMPER-RESITANT FOR ALL 15 AND 20 AMPERE RECEPTACLES IN DWELLING "240V UNIT FA UNIT FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BED ROOMS, BLANK COVER SHALL BE IDENTIFIED AS READY." ALL BATHROOM ON THE 2ND OR 3RD FLOOR OF THE DWELLING SHALL MS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE COMPLY WITH THIS SECTION. CALIFORNIA MECHANICAL CODE : AND AREAS. WITH THE CALIFORNIA ELECTRICAL CODE. B. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED A. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 1. 120 -VOLT RECEPTACLE COMPLYING WITH CMC SECTION 309 SHALL 3. THE ENGINEER OF RECORD, ARCHITECT OR PLANS PREPARER SHALL SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE BE LOCATED WITH 25' OF THE EQUIPMENT FOR SERVICE AND PROVIDE DETAILS TO THE CITY INSPECTOR, UPON REQUEST, SHOWING THE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER B. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL MAINTAINANCE PURPOSES. LOCATION AND SIZE OF THE MAIN SERVICE PANEL (MSP AND THE SOURCE INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY LUMBER (1-1/2" X 7-1/4" ACTUAL DIMENSION) OR OTHER 2. AN APPROVED INDEPENDENT ELECTRICAL DISCONNECT COMPLYING OF POWER FOR THE APPROVED ADU. MARKED AS "FOR FUTURE 240V USE." CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD IWTH CMC SECTION 309 IS REQUIRED FOR EACH PIECE OF EQUIPMENT 4. RECEPTACLES COMPLYING WITH CEC SECTION 210.52 SHALL BE LISTED AS CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32" AND WITHIN SIGHT OF THE EQUIPMENT, WHEN SUPPLY VOLTAGE IS GREATER TAMPER-RESITANT FOR ALL 15 AND 20 AMPERE RECEPTACLES IN DWELLING 39-1 /4" ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL FRAMING. THAN 50 VOLTS. UNIT FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BED ROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS ELECTR CAL CLOTHE DRYER READY C. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 3. CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO A PLUMBING FIXTURE OR STORM DRAINAGE BY MEANS AND AREAS. ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH OF AN INDIRECT WASTE PIPE. CONSENSATE LINES SHALL NOT 5. A WORKLIGHT, SWITCH AND RECEPTACLE OUTLETS COMPLYING WITH CEC GAS OR PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS D. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL TERMINATE IN A LANDSCAPE OR YARD AREAS. SECTION 210.70(3) IS REQUIRED FOR ATTICS, UNDER FLOOR SPACES, UTILITY SHALL INCLUDE THE FOLLOWING: (CENERGYC150.0(V) FRAMING IS PROVIDED. ROOMS, AND BASEMENTS WHERE THESE SPACES ARE USED FOR STORAGE 4. WHEN APPROVED, THE ENGINEER OF RECORD, ARCHITECT OR PLANS OR CONTAIN EQUIPEMENT REQUIRING SERVICING. THE LIGHTING OUTLET 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE E. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT PREPARER SHALL PROVIDE MANUFACTURE'S DETAILS AND SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE SPECIFICATIONS FOR VENTING OF TANKLESS WATER HEATERS. INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO 5. A DRYER COMPARTMENT/CLOSET SHALL BE PROVIDED WITH A CALIFORNIA ENERGY CODE: OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE MORE THAN 6" ABOVE THE BATHTUB RIM. MINIMUM OPENING OF 100 SQ INCHES FOR MAKE UP AIR IN THE DOOR RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE OR BY OTHER APPROVED MEANS IN ACCORDANCE WITH CMC SECTION 1. RECESSED LIGHTS INTALLED IN AN INSULATED CEILING OR CAVITY ARE IDENTIFIED AS "240V READY." ALL ELECTRICAL COMPONENTS SHALL F. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE 504.3.1. REQUIRED T HAVE A ZERO CLEARANCE INSULATION COVER (IC), BE ASTM BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM E283 CERTIFIED THAT THEY ARE AIR TIGHT, AND SEALED WITH A GASKET CODE. SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR MOUNTED, 6. A DOMESTIC CLOTHE DRYER DUCT SHALL BE OF METAL AND A OR CAULK BETWEEN THE HOUSE AND THE CEILING. FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS MINIMUM OF 4" DIAMETER. THE EXHAUST DUCT SHALL NOT EXCEED A 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED APPROVED BY THE ENFORCING AGENCY. TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14', 2. OUTDOOR LIGHTING ATTACHED TO A BUILDING MUST BE HIGH EFFICACY, SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V INCLUDING TWO 90-DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED OR CONTROLLED BY A MOTION SENSOR WITH AN INTEGRAL USE." 1. DOCUMENTATION FOR GRAB BAR REINFORCEMENT. (R327.1.1.1) FOR EACH 90-DEGREE ELBOW IN EXCESS OF TWO. THE DRYER SHALL PHOTO -CONTROL. INFORMATION AND /OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BE VENTED TO THE OUTSIDE AIR. CMC SECTIONS 504.3.1. BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND 3. ALL NEW GLAZING SHALL BE INSTALLED WITH LABELS TO REMAIN IN MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN 1. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM THE LIGHTING PLACE FOR INSPECTION. ELECTRICAL BUILDING STANDARDS CODE. CH 4, DIVISION 4.4. SYSTEMS SECTION 150.0 (K) (2) (B). 4. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR 2. ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS. 2. EXHAUST FANS FOR BATHROOM AND LAUNDRY ROOM 50 CFM. BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. A MINIMUM 1. IN BATHROOMS AND LAUNDRY ROOMS, NAT LEAST ONE (R327.1.2.) ELECTRICAL RECEPTACLE OUTLETS, SWITCHES, AND RATE OF 50CFM IS REQUIRED. UPON REQUEST FROM THE CITY INSPECTOR, LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTOLLED BY CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR 3. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE THE ENGINEER OF RECORD, ARCHITECT OR PLANS PREPARER SHALL AN OCCUPANT SENSOR OR A VACANCY SENSOR PROVIDING EQUIPPED WITH BACK DRAFT DAMPERS OR WITH MOTORIZED DAMPERS THAT PROVIDE DETAILS FOR DUCTING SIZE AND LENGTHS TO MEET THE AUTOMATIC -OFF FUNCTIONALLY. IF AN OCCUPANT SENSOR IS CONDITIONING ) INTENDED TO BE USED BY OCCUPANTS SHALL BE AUTOMATICALLY SHUT WHERE THE SYSTEM OR SPACES SERVED ARE NOT IN MINIMUM REQUIREMENTS OF ASHRA STANDARD 62.2 AND MAXIMUM SOUND INSTALLED, IT MUST BE INITIALLY CONFIGURED TO MANUAL -ON LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE USE. CMC.504.1.1 RATING OR 3 SONE FOR INTERMITTENT OPERATION. OPERATON USING THE MANUAL CONTROL REQUIRED UNDER SECTION OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM 150.0(K)21. OF THE OUTLET BOX ABOVE THE FINISHED FLOOR. 4. EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE COVERED WITH A CORROSION RESISTANT SCREEN HAVING NOT LESS THAN 4" OF AN INCH OPENING AND SHALL HAVE NOT MORE THAN 2" INCH OPENING AND SHALL HAVE NOT MORE THAN 2" INCH OF AN OPENINGS. CMC 502.1. REVISED 1. note: written dimensions shall take preference over scaled 1 V p c�halr beu to the attention of arm designs E or m f y N E L) z N Q LU U) C� LU Q N_ N Q � �O Q Q a) c Z c ca fA Q _j M C W 13 W J m Z O O 0 a w IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � z H Ln W J U cl� 0 U a.J Q z W 0 lu W N r` M Q z E O ° 0L U Q65 CZ O U0') E E Lu I z� o OLO O �.-. JQ w cat .� r� D OM O Q = W O Ir co T r DATE SCALE AS NOTED DRAWN: SA SHEET 05= A ency ICE SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Benjamin Vazquez COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Thai Viet Phan CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall February 21, 2025 Elena Ramirez 1428 W. Second Street, Also sent via email to:elenapantoja123@gmail.com Santa Ana, CA 92703 Subject: Address Assignment for a new ADU conversion and addition at 1428 W. Second Street (007-191-01) in Santa Ana, CA 92701 Dear Ms. Ramirez, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new ADU conversion and addition proposed at 1428 W. Second Street (007-191-01). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted 1428 W. Second Street To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at 714-667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Cristian Santana Assistant Planner I Exhibit A – Address Plan Address Letter for 1428 W. Second Street (007-191-01) Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Sergio Verino, Code Enforcement Principal Exhibit A Unit 2 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 GENERAL INFORMATION 01 Project Name W, 2ND ADU 02 Run Title Title 24 Analysis 03 Project Location 1428 W. 2ND STREET UNIT 2 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92703 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)0 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 2 14 Addition Cond. Floor Area (ft2)381.25 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)688 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1069.25 19 Glazing Percentage (%)13.64% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 381.25 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 688 381.25 1069.25 1 1 2 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 W. 2ND STREET UNIT 2 688 381.25 1069.25 1 1 2 Detached 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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 0.34 0 5.31 0 -4.97 Space Cooling 0 53.8 0 30.59 0 23.21 IAQ Ventilation 0 5.66 0 5.66 0 0 Water Heating 0 40.38 0 31.54 0 8.84 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 100.18 0 73.1 0 27.08 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.87 0 7.87 Appl. & Cooking 0 80.97 0 79.28 Plug Loads 0 96.45 0 96.45 Outdoor Lighting 0 4.86 0 4.86 TOTAL COMPLIANCE 0 290.33 0 261.56 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 39.69 36.08 3.61 9.1 Net EUI2 39.69 36.08 3.61 9.1 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. •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 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 •Indoor air quality ventilation •Kitchen range hood •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) 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 W. 2ND STREET UNIT 2 Conditioned NEW MINI SPLIT1 381.25 9 DHW Sys 1 New 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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 FRONT WALL W. 2ND STREET UNIT 2 R-13 Wall 0 Front 75 53 90 none New LEFT WALL W. 2ND STREET UNIT 2 R-13 Wall 90 Left 50 0 90 none New REAR WALL W. 2ND STREET UNIT 2 R-13 Wall 180 Back 75 4 90 none New RIGHT WALL W. 2ND STREET UNIT 2 R-13 Wall 270 Right 50 16 90 none New Roof W. 2ND STREET UNIT 2 R-30 Roof Attic n/a n/a 381.25 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 W. 2ND STREET UNIT 2 Attic RoofW. 2ND STREET UNIT 2 Ventilated 4 0.1 0.85 No 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 Window Window FRONT WALL Front 0 1 32 0.3 NFRC 0.23 NFRC Bug Screen Window 2 Window REAR WALL Back 180 1 4 0.3 NFRC 0.23 NFRC Bug Screen Window 3 Window RIGHT WALL Right 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Door FRONT WALL 21 0.217391 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 W. 2ND STREET UNIT 2 381.25 0.1 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 R-13 Wall 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 Attic RoofW. 2ND STREET UNIT 2 Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x6 @ 16 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-15.7 insul. Cavity / Frame: R-14.3 / 2x6 Inside Finish: Gypsum Board 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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 Not 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 Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 50 A. O. Smith FPTU 50 120 (50 gal)Outside W. 2ND STREET UNIT 2 W. 2ND STREET UNIT 2 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 Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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 NEW MINI SPLIT1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback 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 Heat Pump System 1 VCHP-ductless 1 HSPF 8.5 12200 11000 EERSEER 19 10 Not Zonal Single Speed Heat Pump System 1-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 Heat Pump System 1-hers-htpump Not Required 0 Not Required Required Yes No Yes Yes VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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 26 0.35 Exhaust No n/a / n/a No Yes 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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:W, 2ND ADU Calculation Date/Time:2025-02-27T18:49:07-08:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:W. 2nd Street Unit 2, Santa Ana.ribd22x 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: 2025-02-27   18:49:22 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:   Maria Arias Arias & Associates Design Inc 02/27/2025 11818 RIO HONDO PKWY EL MONTE, CA 91732 (626) 548-9305 Maria Arias Arias & Associates Design Inc 02/27/2025 11818 RIO HONDO PKWY EL MONTE, CA 91732 (626) 548-9305 425-P010063685A-000-000-0000000-0000 02/27/2025 18:52 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. BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC – www.energysoft.com. ADU 11818 RIO HONDO PKWY EL MONTE , CA 91732 ARIAS & ASSOCIATES DESIGN Arias & Associates Designs 626-548-9305 SANTA ANA, CA 92703 2/27/2025 ADU , 1428 W. 2ND STREET UNIT 2 TABLE OF CONTENTS Project Summary Form ECON-1 Energy Use and Cost Summary Room Cooling Peak Loads 3 Energy Use Summary 1 Form ECON-2 Energy Upgrade Recommendations 10 12 HVAC System Heating and Cooling Loads Summary 16 Table of Contents 2 Zone Load Summary Form MF1R Mandatory Measures Summary 13 Room Heating Peak Loads 4 17 15 Form RMS-1 Residential Measures Summary 14 11 Cover Page 9 Room Load Summary RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status New Page 3 of 17 2/27/2025 none 13.6% New ADU none 381 52 n/a CA Climate Zone 08 4.0 Right (W)16.0 1 0.300 CECDHWType_LHP 0.23 Perim = 0' New 1 New 4 NEW MINI SPLIT Ductless / No Fan Slab Opaque Door Roof - no insulation - Wood Framed Attic R 30 New 0.300 0.23 381 50 N/A 2.40 New - no insulation - Ductless 19.0 SEER 21 177 none none 1 none Electric Heat Pump Standard Rear (S) Front (N)32.0 n/a New 381 New Door Wall Wood Framed 1428 W. 2ND STREET UNIT 2 SANTA ANA N/A 8.50 HSPF 0.30 Split Heat Pump User Number: 5209 0.300 none 0.23 4 N/A Setback New New ID: ADU R 13 Unheated Slab-on-Grade EnergyPro 9.3 by EnergySoft 381 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 12,200 2,631 0 cfm 0 0 800.0 0 66 / 62 ºF 2/27/2025 381.3 32.0 Supply Fan 78 / 66 ºF 0 Aug 3 PM 0 10,278 0.00 MINI SPLIT 66 / 62 ºF 0 78 / 66 ºF 0 0 207 0 800 70 ºF 12,000 0 ADU 12,000 78 / 66 ºF 9,115 0 1,688 33 ºF 1,688 800 cfm Heating Coil 800 81 ºF 231 1.0 NEW MINI SPLIT 381 Supply Fan 0 2,631 Outside Air 9,115 2,663 2,663 70 ºF 0 211 70 ºF 10,278 Jan 1 AM 52.4% 1 2.10 Outside Air Cooling Coil 31.5 78 / 66 ºF 800 cfm 0 0 cfm 70 ºF 81 ºF 91 / 70 ºF 12,200 0.0% 211 ZONE LOAD SUMMARY Project Name Date System Name Floor Area ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible TOTALS (BLOCK LOAD) 0 Aug 3 PM 1.0 Aug 3 PM 0 231 0 W. 2ND STREET UNIT 2 2,631 207 2,663 NEW MINI SPLIT 2,663 0 2,631 2/27/2025ADU 381 211 2110 ROOM LOAD SUMMARY Project Name Date System Name Floor Area ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible PAGE TOTAL TOTAL * * Total includes ventilation load for zonal systems. 207 207 1 211 211 2,663 211 W. 2ND STREET UNIT 2 207 231 2,663 231 NEW MINI SPLIT 2,6312,663 231 207 2/27/2025 ADU ADU 381 2,631 2,631 211 2,663 ROOM HEATING PEAK LOADS Project Name Date ROOM INFORMATION DESIGN CONDITIONS Room Name Time of Peak Floor Area Outdoor Dry Bulb Temperature Indoor Dry Bulb Temperature Conduction Area U-Value ∆T ₒF Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (*) denote conduction through an interior surface to another room Page Total Infiltration:[ X X X X / 60 ] X = Schedule Fraction Air Sensible Area Ceiling Height ACH ∆T TOTAL HOURLY HEAT LOSS FOR ROOM 70 ºF ADU 37 381.25 ft² 618 Jan 1 AM R-30 Roof Attic 52.0 Wood Door 21.0 0.2174 2,072 558 2,631 37Residential Prescriptive 37 0.0438 1.00 1.075 577 37 708R-13 Wall 177.0 ADU 381 9.00 0.245 2/27/2025 33 ºF 0.1081 381.3 0.3000 37 169 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date ROOM INFORMATION DESIGN CONDITIONS Room Name Outdoor Dry Bulb Temperature Floor Area Outdoor Wet Bulb Temperature Indoor Dry Bulb Temperature Outdoor Daily Range: Opaque Surfaces Orientation Area U-Factor CLTD1 Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr X + X = X + X = X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total Internal Gain Btu/hr Occupants Occupants X Btuh/occ. = Equipment Floor Area X w/sqft = Infiltration: X X X = Air Sensible CFM ELA ∆T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM Latent Gain Btu/hr Occupants Occupants X Btuh/occ. = Infiltration: X X X = Air Latent CFM ELA ∆W TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 76 2/27/2025 24.4 344,822 (N)0.0438 11.5 0.50 211 78 ºF ADU (S) Window 143 1.1 0.0 155 9.7 7.0 18 91 ºF 70 ºF 1.075 R-13 Wall (N) R-13 Wall 71.0 (E) 15.72 50.0 0.00069 16.0 746 4.09.7 381.25 ft² 177 310 635 15.72 13 26 ºF 0.2174 14.0 ADU 51 0.1081 R-13 Wall (W) 381 32.0 1.1 9.7 245 2,663 Window Window (N) 4.0 0.1081 4.0 10 Wood Door R-13 Wall 381.3 (N) 34.0 0.1081 46 651 0.65 280 0.0 0.0 9.7 38.0 390 54 R-30 Roof Attic 0.65 844 22.0 (W) (S) 21.0 0.1081 14.0 ENERGY USE AND COST SUMMARY ECON-1 Project Name Date Rate: Fuel Type: STANDARD PROPOSED MARGIN Energy Use (kWh) Peak Demand (kW) Cost ($) Energy Use (kWh) Peak Demand (kW) Cost ($) Energy Use (kWh) Peak Demand (kW) Cost ($) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year CO2 tons/yr tons/yr tons/yr Rate: Fuel Type: STANDARD PROPOSED MARGIN Energy Use (therms) Peak Demand (kBtu/hr) Cost ($) Energy Use (therms) Peak Demand (kBtu/hr) Cost ($) Energy Use (therms) Peak Demand (kBtu/hr) Cost ($) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year CO2 tons/yr tons/yr tons/yr Annual Totals Energy Demand Cost Cost/sqft Virtual Rate kWh kW $ $ /sqft $ /kWh therms kBtu/hr $ $ /sqft $ /therm Total $ $ /sqft Site Energy Use Index: kBtuh/yr 0.4 0 22 -0.2 1.5 261 Page 14 of 17 2/27/2025 404 -3 0.0 4.7 5.4 3 0 0 0.0 0 0.0 3 0.0 6.3 3 5.4 3 3 0.2 0.0 0.00 1.1 67 0.0 63 349 0.0 1.1 324 1.1 263 5.1 20 3,431 -0.2 0 0 6.2 6.2 0.0 5.8 0.0 3 4.7 3 4.7 3 3 0.9 23 3 5.8 1.1 58 1.2 1.0 1.0 0.9 0.2 249 1.3 260 0.9 237 238 262 4.7 310 0 1.1 36.10 0 0 34 0.0 7.9 2 4.7 34 User Number: 5209 1.0 0 0.0 3 ID: ADU 4.7 3 -4 60 0.00 0.2 0.00 239 0.9 0.8 ADU 3,027 284 276 0.2 257 1.0 242 280 4.7 Natural Gas 252 6.3 Electricity 3,027 3 36.3 0 0 0.0 0 2 0.0 4.7 3 6.3 3 0.2 3 EnergyPro 9.3 by EnergySoft 1.3 1.2 323 0.00 64 33 240 0.1 1.3 1.1 281 1.3 6.3 282 6.3 7.9 223 0 8 0.0 1 3 Natural Gas 0 3 3 5.1 7.9 3 3 0.9 0 n/a 0.0 1 0.5 301 Electricity 7.9 1.5 0.1 34 1.5 226 1.1 Energy Upgrade Recommendations ECON-2 Project Name Documentation Author Project Address Author Address Recommended Improvements Description Annual Savings Est. Cost to Install Service Life SIR Annual Results Energy Cost Electricity (kWh) Fossil Fuel (therms) End Use Existing Improved Savings Existing Improved Savings Existing Improved Savings Space Heating Space Cooling Fans Pumps Domestic Hot Water Indoor Lighting Outdoor Lighting Plug Loads Appliances/Process Ancillary TOTAL CO2 (metric tons/year) Existing Improved Savings Climate Zone: Electricity Electric Rate: Fossil Fuel Gas Rate: TOTAL Floor Area: Type: Average Demand (kW) The estimated operating costs shown in this report are dependent upon many factors. The construction and conservation features of the project clearly are important. Equally important is the thermostat setting. How the thermostat is used, appliance use, and occupant interaction all influence the annual operating cost. The estimates provided in this report are based on typical conditions; your actual usage will vary. SIR is based upon measure costs divided by cost savings over the service life. $0 34 Page 15 of 17 SANTA ANA, CA 92703 0 0 0 $0 $0 0 ADU 1.34 0.68 0 , Arias & Associates Designs $0 381 $0 103 81 $0 0 0 34 8 200 User Number: 5209 0 $0 65 0.20 0.48 Single Family 3,027 0 0 0 $0 $0 1,335 490 EnergyPro 9.3.1.0 by EnergySoft 682 1428 W. 2ND STREET UNIT 2 ID: ADU $0 $0 $0 0 70 0 Photovoltaic+Battery Project Summary Date of Audit: House Type: Conditioned Floor Area: Foundation Type: Number of Stories: Climate Zone: Number of Bedrooms: Weather Data: WHERE THE ENERGY IS USED This pie chart estimates the energy cost for the various types of end uses in the home. Data has been calculated using software that uses typical profiles of usage to estimate end use cost. Your costs may vary from these numbers depending upon how the home is operated. Single Family 381 Slab-on-Grade 1428 W. 2ND STREET UNIT 2 EnergyPro 9.3 by EnergySoft ID: ADU 8 1 User Number: 5209 CZ08_wy3.bin Page 16 of 17 SANTA ANA, CA 92703 1 Energy Use Summary ELECTRICITY End Use kWh/yr Space Heating Space Cooling Fans Pumps Domestic Hot Water Indoor Lighting Outdoor Lighting Plug Loads Appliances/Ancillary Renewables TOTAL FOSSIL FUEL End Use Therms/yr Space Heating Domestic Hot Water Appliances Ancillary TOTAL The tables and graphs below summarize the major energy uses in the home for both electricity and fossil fuels. Ancillary uses include swimming pools and spas. 200 103 682 34 1428 W. 2ND STREET UNIT 2 490 EnergyPro 9.3 by EnergySoft 0 70 ID: ADU 34 1,335 User Number: 5209 0 0 Page 17 of 17 0 3,027 0 65 SANTA ANA, CA 92703 81 ORANGE COUNTY FIRE AUTHORITY Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new res idential tracts) SFR Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information □New Single Family Residence/Duplex lit!" Addition/Remodel ADU □Other Address: Unit#: City or Unincorporated County Area: ZIP: 1428 W 2nd Street Unit 2. Santa Ana CA 92703 92703 Scope o f Work: WINDOW CHANGE OUT Existing 688 Area to Stories: 1 Area Added in Past 2 Years 0 Area: be Added: Total Resulting Area: (excludina this oroiect): 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Yes No □ Ii!) �□ □ Ii?] □ Ii?] □ Ii?] □ Ii?] □ Ii?] □ Ii?] □ Ii?] □ Ii!) Questionnaire New -Is this a new single family residence or duplex? ADU -Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sorinklers or a house that will have fire sorinklers added as oart of this oroiect? Addition -Is this (A) an addition to a currently spri nklered building, or (B) an addition requiring a fire sorinkler retrofit based on a threshold set by local ordinance? Distance -Is the most remote portion of the additi on, ADU or other detached structure greater than 140-feet from the fire access roadway? Total Area -Will the addition result in a total area of greater than 3,600 square feet (sD for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed soaces, such as Qaraaes, stairs, and detached structures seoarated by less than 10-feet? Remodel -Is this a remodel of a sprinklered building with a scope of work that incl udes adding or removing any interior walls? Note: lf"Yes", then project must be evaluated by a C-16 licensed contractor to determine if a fire sorinkler modification is needed. 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 bv local ordinance? 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 sinqle home/duolex? 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). 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. *OCFA approval required before issuance of a grading/buil ding permit. All other plans types may be deferred submittals. Applicant Certification OCFA Plan Type if "Yes" '(PR160) Residential Site with Water Availability (PR400-402) Fire Snr/nkler (PR400-402) Fire Sprinkler (PR400-402) Fire Sprinkler '(PR160) Residential Site •(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler '(PR160) Residential Site (PR400-402) Fire Sprinkler (PR180) Gate •(PR160) Residential Site '(PR172-174) Methane Test/Mitigation Plans '(PR125) Fuel Modification (PR182) Accessory Structure I certify, under penalty of perjury, under the laws of the Sta ta of California, that the information above is true: Print Name: Elena Ramirez Pantoja Signature: [It , Date: 3/27/25 Phone Number: +17143093759 Email: Elenapantoj a123@mail.com 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 Name (First, MI, Last) Project Address City, State, Zip Code Name (First, MI, Last) CITY OF SANTA ANA Planning and Building A encyl Certificate of Compliance �j *� 51 Pavment of School Facility Fees App544 Santa Ana Unified School District FOR PERMIT ISSUANC Telephone Date: Tract/Parcel Number Telephone Use of Building (check) 1 Type of Project (check) Residential Commercial ❑ Senior Housing ❑ I New ❑ Addition l� Alteration Description of Project Caoxcme +o ADU covwe,s'lon vv.�A" addifi©n Number of Square Feet of Residential Space 38 (- Z5 Sq.Ft x $ 6 • IT (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft x $ (Dev. Fee) Total $ 1.911, Rio Total $ The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any parry filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. Ek'a-ma'-9 WY c>►1 P) Q Applicant Name (Please Print) Date Signature This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Gove ent Code and Education Code. Sant a Unifie chool District nthorized Representative Date DISTRIBUTION White - CitylCounty Canary - Applicant Pink - Facilities