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1908 N Greenleaf St Unit# 2 - Plan
H P U W W W W W W W W W W W W W W W W W W W W W W W W s s s s s s s s s s s s s s s s s s s s s s s s TWH W W W W W W W W W W W W W W W W W W s s s s s s s s s s s s s s s s s s s s s T-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THE RE SHALL BE NO CHANGES OR D EVIATION ON THESE PLANS WI THOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAIL S ON THE DRAWI NGS SHALL TAKE PREC EDENCE OVER G ENERAL NOTES AND TYPICAL DETAILS. WHE RE NO DE TAILS SH OWN OR NOTED ON THE DRAWINGS, THE DE TAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACT OR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE J OB SITE AND SHALL IMMEDIATELY NOTI FY TO PLAN AND P ERMIT INC ANY DISCREPANC IES I N WRI TING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RE SPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW NEW ADU ADDRESS: 1908 GREENLEAF ST UNIT 2, SANTA ANA, CA 92706 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 1 PC110/13/24 TITLE SHEET NUMBER OF STORIES: EXISTING FLOOR AREA (PER ASSESSORS): YEAR BUILDING WAS CONSTRUCTED: 2 ±2,130 SF APN: LOT AREA: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: FIRE SPRINKLER: PROPOSED ADU TOTAL FLOOR AREA:±909 SF PROPOSED LOT COVERAGE: SINGLE FAMILY RESIDENTIAL MAIN DWELLING ADDRESS: TYPE: V-B R-3 NO 1932 00209109 (447+2130+33) / 7685= ±%34 7,685 SF 1908 GREENLEAF ST, SANTA ANA, CA 92706 ±443 SF ±33 SF PROPOSED BUILDING COVERAGE:±2,489 SF EXISTING FRONT PORCH AREA OF MAIN DWELLING: 0.2 mi DISTANCE TO THE NEAREST BUS TOP AT VIA GREENLEAF + W 17 TH ST. TRANSIT STATION: NEW ADU ADDRESS:1908 GREENLEAF ST UNIT 2, SANTA ANA, CA 92706 NOTE: NO WORK WILL BE PERFORMED IN THE RIGHT-OF-WAY. BUILDING INFORMATION: SHEET INDEX: THE CITY OF SANTA ANA CODE COMPLIANCE: DESIGN SHALL COMPLY WITH THE 2022 CRC, CBC, CGBSC, CEC, CMC, CPC AND CALIFORNIA ENERGY CODE AS AMENDED BY CITY ORDINANCE. SCOPE OF WORK: GREENLEAF ST 1908 GREENLEAF ST,SANTA ANA, CA 92706 1 SITE PLAN SITE NOT TO SCALE SITE SITE NOT TO SCALE PROPERTY ADDRESS: 0 8' 8' 16' 18" = 1'-0" MAP AERIAL VIEWVICINITY MAP A-2 ELEVATIONS, SCHEDULES & DETAILS T-1 TITLE SHEET GN-2 GENERAL NOTES GN-1 GENERAL NOTES U-1 D-2 A-1 FLOOR & ROOF PLANS & SECTIONS D-1 DETAILS GN-3 GENERAL NOTES UTILITY PLANS & DETAILS T24.1 T24.4 TITLE 24 COMPLIANCE (BY OTHERS) T24.2 TITLE 24 COMPLIANCE (BY OTHERS) T24.3 TITLE 24 COMPLIANCE (BY OTHERS) DETAILS Know what'sbelow.Call before you dig. USA North California and Nevada Call Two Working Days Before You Dig! 811 / 800-227-2600 TITLE 24 COMPLIANCE (BY OTHERS) EXISTING GARAGE AREA TO BE CONVERTED: (E) LANDSCAPING.TYP. (E) PORCH (E) DRIVEWAY (E) HARDSCAPING (E) EAVE LINE (E) GATE.TYP. (E) POST.TYP. (E) CMU 6'H BLOCK WALL. TYP. (E) STAIR.TYP. (E) POOL AP P R O X . P / L ± 1 4 5 . 0 0 ' ADJACENT PROPERTY NOT IN SCOPE OF WORK AP P R O X . P / L ± 1 4 5 . 0 0 ' ADJACENT PROPERTY NOT IN SCOPE OF WORK APPROX. P/L ±53.00' APPROX. P/L ±53.00' ADJACENT PROPERTY. NOT IN SCOPE OF WORK. (E) SHED (N) MINI SPLIT CONDENSER, ON CONCRETE PAD (N) ELECTRICAL METER AND PANEL PROPOSED ADDITION ±4 SF 1. ADDING ±4 SF TO THE (E) GARAGE AND CONVERTING AT TO A (N) ±909 SF ADU (N) GAS TANKLESS WATER HEATER TO BE INSTALLED PER MFR.WATER HEATER BE ENCLOSED IN AN ENCLOSURE THAT MATCHES THE ADU PROPERTY OWNER:PATRICE PETERSON, (714)357-7765 PROPOSED FAR:(909+2130) / 7685 = ±%39.5 (E) 1HR FIRE RATED WALL (E) 1HR FIRE RATED WALL (N) OVERHEAD SERVICE DROP FOR ADU FROM UTILITY POLE ±1132 SF OPEN SPACE (E) CMU 6'H BLOCK WALL. TYP. TRANSIT MAP PROPOSED ADU FIRST FLOOR AREA:±447 SF PROPOSED ADU SECOND FLOOR AREA:±462 SF S-1 STRUCTURAL NOTES (BY OTHERS) S-2 PARTIAL FOUNDATION SECOND FLOOR AND ROOF FRAMING PLANS (BY OTHERS) S-3 SECTIONS AND DETAILS (BY OTHERS) (E) WATER METER TO SERVE (E) SFD AND (N) ADU (N) Ø3/4" WATER SERVICE LINE FOR (N) ADU (E) WATER SUPPLY LINE FOR (E) SFD (E) SFD SEWER LINE TO BE 4"Ø. CONTRACTOR TO VERIFY THE SIZE AND LOCATION IN THE FIELD (N) ADU 3"Ø SEWER LINE TO BE CONNECTED TO (E) SFD SEWER LINE. CONTRACTOR TO VERIFY THE LOCATION IN THE FIELD (N) AWNING (N) CONCRETE PAD; RE: STRUCTURAL SHEETS (N) ±909 SF ADU ADDRESS: 1908 GREENLEAF ST UNIT 2, SANTA ANA, CA 92706 PROPOSED ADDITION AREA:±4 SF ADU/SFD:±909 SF / ±2,130 SF = ±42%1 MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. THE BUILDING AND SAFETY DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS REVISIONS REQUIRED BY ANY NON-CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO ENSURE PROPOSED ADDITION OR ALTERATION CAN AND WILL MEET UTILITY COMPANY REQUIREMENTS. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. 1 1 NOTE: 1 Bldg #101120713 APPROVALS: PLNG - C. Santana BLDG - J. Lo POLICE - B. Martin PUBLIC WORKS - Y. Soto 1908 N Greenleaf St Unit# 24/22/2025 (E) STORAGE COMPACT - STACKABLE W&D TWH UP REF V. R D/ W (N) LIVING ROOM 8' CLG (N) POWDER 8' CLG (N) KITCHEN 8' CLG H P U UP (E) GARAGE (E) STORAGE DN (E ) D E C K (E ) C L O S E T (E) CLOSET (N) BATH SLPD CLG (N) SHELVE (N) BEDROOM DN (E) OFFICE (E) BATHROOM (E ) D E C K (E ) C L O S E T (E) CLOSET (E) CLOSET(N) BATHROOM (N) KITCHEN (N) HALLWAY (N) BATH (N) LAUNDRY (N) KITCHEN (N) STAIR STAIR A-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW NEW ADU ADDRESS: 1908 GREENLEAF ST UNIT 2, SANTA ANA, CA 92706 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 1 PC110/13/24 2 PC210/27/24 1 EXISTING FIRST FLOOR PLAN (DEMO PLAN) FLOOR & ROOF PLANS & SECTIONS 04'4' 8' 1 4" = 1'-0" BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 2 PROPOSED FIRST FLOOR PLAN 04'4' 8' 14" = 1'-0" 5 EXISTING ROOF PLAN 04'4'8' 1 4" = 1'-0" (N) KITCHEN CABINETS AND APPLIANCES (N) ISLAND(N) TEMPERED GLASS WINDOW (N) EGRESS TEMPERED GLASS WINDOW.TYP. SEE WINDOW SCHEDULE (N) AWNING (N) ELECTRIC RANGE W/ MIN. Ø7" MTL DUCTED & HVI RATED HOOD/MICROWAVE MIN. 200CFM (N) CONCRETE (N) ADU, ±909 SF PROVIDE OPENING FOR (N) WINDOW (E) WALL TO BE REMOVED.TYP. (E) DOOR TO BE REMOVED.TYP. (E) STAIR TO BE REMOVED.TYP. (N) CONCRETE PAD; RE: STRUCTURAL SHEETS PROPOSED ADDITION ±4 SF (N) STAIR.TYP. 3 EXISTING SECOND FLOOR PLAN (DEMO PLAN) 04'4' 8' 1 4" = 1'-0" 4 PROPOSED SECOND FLOOR PLAN 04'4' 8' 14" = 1'-0" (E) WALL TO BE REMOVED.TYP. (E) DOOR TO BE REMOVED.TYP. (E) STAIR TO BE REMOVED.TYP. 9 1 2 :12 PITCH 9 1 2 :12 PITCH (E) SKYLIGHT TO REMAIN 7 A-1 7 BUILDING SECTION 04'4'8' 1 4" = 1'-0" 9 12 :12 PITC H 9 12 :12PITC H (N) R-15 INSULATION, GC TO COORDINATE INSULATION PER T24. WALL PARTITION; RE: PROPOSED FLOOR PLAN (TYP.) 7 A-2 (N) CONCRETE 6 PROPOSED ROOF PLAN 04'4'8' 14" = 1'-0" 9 1 2 :12 PITCH 9 1 2 :12 PITCH 7 1 2 : 1 2 P I T C H 7 1 2 : 1 2 P I T C H (E) SKYLIGHT TO REMAIN 7 1 2 : 1 2 P I T C H 7 1 2 : 1 2 P I T C H 3 A-2 4 A-2 1 A-2 2 A-2 (N) MINI SPLIT CONDENSER, ON CONCRETE PAD (N) ELECTRICAL METER AND PANEL %2 S L O P E WALL PARTITION; RE: PROPOSED FLOOR PLAN (TYP.) (N) CONCRETE 8 BUILDING SECTION 04'4'8' 14" = 1'-0" 8 A-1 (N) FURRING WALL.TYP. (N) HANDRAIL PROVIDE OPENING FOR (N) DOOR (E) RAISED STEP/FLOOR TO BE REMOVED (E) GARAGE DOOR TO BE REMOVED NOTE: FLOOR IS FRAMED UP FROM (E) SLOG. TO ALIGN WITH LEVEL OF (N) FOUNDATION, COORDINATE WITH STRUCTURAL. RELOCATE (E) CO ALARM PER PROPOSED PLAN NOTE: (N) EXT. WALL LOCATED AT G.L. WILL TERMINATE TO THE UNDERSIDE OF (E) SOFFIT. FRAMED TO THE UNDERSIDE OF (E) SOFFIT/RAKE. (E) SKYLIGHT TO REMAIN NOTE: (N) EXT. WALL LOCATED AT G.L. WILL TERMINATE TO THE UNDERSIDE OF (E) SOFFIT. FRAMED TO THE UNDERSIDE OF (E) SOFFIT/RAKE. RELOCATE (E) CO ALARM 2X FRAMING; RE: STRUCTURAL SHEETS (N) SELF LEVELING COMPOUND (N) SELF LEVELING COMPOUND NOTE: ALL CONCEALED WORK INSTALL WITHOUT PERMITS MUST BE EXPOSED FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS< STRUCTURAL MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION. (E) R-19 INSULATION (E) R-30 INSULATION(E) R-30 INSULATION (E) R-19 INSULATION 7 A-1 4 A-2 2 A-2 8 A-1 (E) SKYLIGHT TO REMAIN (E) SKYLIGHT TO REMAIN (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) GAS TANKLESS WATER HEATER TO BE INSTALLED PER MFR.WATER HEATER BE ENCLOSED IN AN ENCLOSURE THAT MATCHES THE ADU 9 1 2 :12 PITCH9 1 2 :12 PITCH 9 1 2 :12 PITCH9 1 2 :12 PITCH (E) R-15 INSULATION (E) ROOF W/ ASPHALT SHINGLE(E) ROOF W/ ASPHALT SHINGLE 2 (N) HANDRAIL. SEE 17/D-1. 2 STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T PAUL SAN GEMINO C - 34643 06/30/2025 SIGNATURE 1908 N Greenleaf St Unit# 24/22/2025 A-2 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT TH E CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTE S AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERI FY ALL PLANS, EXISTING DIMENSIO NS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 1 EXISTING EAST ELEVATION ELEVATIONS , SCHEDULES & DETAILS 04' 4'8' 1 4" = 1'-0" BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 2 PROPOSED EAST ELEVATION 04' 4'8' 14" = 1'-0" PROVIDE OPENING FOR (N) WINDOW.TYP.(E) WALL TO BE REMOVED.TYP. (E) DOOR TO BE REMOVED.TYP. 5 6 N.T.S.N.T.S. WINDOW SCHEDULE MARK SIZE (W x H)TYPE OPERATION MATERIAL U-FACTOR SHGCFINISH REMARKS SLIDER VINYL 0.23 ±6'-0" X ±4'-0"WHITEA B DOOR SCHEDULEWINDOW SCHEDULE NOTES: 2. ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF THE CBC T24 SHEETS PROVIDED IN THE PLANS. 4. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF 5. EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 SF WHEN ABOVE THE GRADE-FLOOR AND 5 SF ON THE GRADE-FLOOR, A MINIMUM NET HEIGHT OF 24", A MINIMUM NET WIDTH OF 20", AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FINISH FLOOR. [CBC 1030] 6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL VENTILATION AND NATURAL LIGHT BY MEANS OF VENTILATION /ARTIFICIAL LIGHT. CBC SECTIONS 1203.4 AND 1205.1 AND R303 A. THE MINIMUM NET GLAZED AREA FOR NATURAL LIGHT SHALL NOT BE LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. CBC SECTION 1205.2 B. THE MINIMUM OPENABLE AREA TO THE OUTDOORS FOR NATURAL VENTILATION SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. SECTION 1203.4 0.30 VINYL WHITE 0.30 0.23 DOOR SCHEDULE MARK SIZE (W x H)TYPE MATERIAL REMARKS 3'-0" X 6'-8"FIBERGLASS WHITEPREHUNG FINISH 1 FIRE RATED - SOLID CORE WITH 1-3/4" MINIMUM THICKNESS 2 NOTE: 1. ALL DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. 2. ALL GLASS IN DOORS SHALL BE TEMPERED. TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 3. ALL GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE. 4. REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING. 5. DOORS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. 6. VENTILATION SHALL COMPLY WITH C.B.C. 1203.4 AND R303. 7. DOORS MAY OPEN TO THE EXTERIOR ONLY IF THE FLOOR OR LANDING IS NOT MORE THAN 1 1 2" LOWER THAN THE DOOR THRESHOLD. SECTION R311.3.1 CRC 8. GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATNG-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, NUM 1 NUM NEW CONSTRUCTION W/ TEMPERED GLASS WINDOW, MILGARD TRINSIC V300 OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN 1 CASEMENT 2 --- 2'-8" X 6'-8"HOLLOWWHITECOMPOSITEPREHUNG1 2'-0" X 6'-8"WHITECOMPOSITE13 HOLLOWPREHUNG ±2'-0" X ±2'-0" N.T.S.7 WEEP SCREED @ EXTERIOR WALL PER ASTM C 926 'A': NOTE THAT WEEP SCREED IS BEHIND PAPER. CORROSION-RESISTANT WEEP SCREED (26 GAGE MINIMUM) CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH 'A' COVE BASE FINISH FLOOR SUB FLOOR SLAB ON GRADE; RE: STRUCTURAL DWGS. FOUNDATION; RE: STRUCTURAL DWGS. EXTERIOR WALL PER SCHEDULE SILL SEALER VAPOR RETARDER RE: STRUCTURAL DWGS FLASHING TAPE 3 EXISTING NORTH ELEVATION 04' 4'8' 14" = 1'-0" 4 PROPOSED NORTH ELEVATION 04' 4'8' 1 4" = 1'-0" (N) WINDOW.TYP. SEE WINDOW SCHEDULE (N) DOOR.TYP. SEE DOOR SCHEDULE (N) MINI SPLIT CONDENSER, ON CONCRETE PAD (N) ELECTRICAL METER AND PANEL (N) CONCRETE PAD; RE: STRUCTURAL SHEETS (N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. COLOR TO BE MATCHED W/ (E) WALL, DUNN EDWARDS. (OR APPROVED EQUAL) (E) SKYLIGHT TO REMAIN PROVIDE OPENING FOR (N) WINDOW.TYP. (N) WALL W/ STUCCO. COLOR TO BE MATCHED W/ (E) WALL, DUNN EDWARDS. (OR APPROVED EQUAL) (N) MINI SPLIT CONDENSER, ON CONCRETE PAD (N) ELECTRICAL METER AND PANEL (N) WINDOW.TYP. SEE WINDOW SCHEDULE (N) CONCRETE PAD; RE: STRUCTURAL SHEETS 8 A-2 8 CONCRETE SLAB (1) LAYER "RUBBERIZED ASPHALT MEMBRANE" OVER PAN FLASHING HARDSCAPE OVER CONCRETE SLAB LINE OF FINISH FLOOR DOOR DOOR THRESHOLD REDWOOD NAILER, SHOT INTO SLAB SWING DOOR THRESHOLD AT HARDSCAPE SLOPE PER STRUCTURAL (1 8" PER FT. MIN.) N.T.S. 9 N.T.S. TYPICAL EXTERIOR DOOR DETAILTYPICAL WINDOW DETAIL SILL FLASHING MEMBRANE INSTALLED UNDER WINDOW NAILING FIN SILL,REFER STRUCTURAL WHERE APPLICABLE GYP.BOARD WIN.WRAP "L" METAL BACKER ROD AND SEALANT CEMENT STUCCO GALVANIZED METAL LATH WINDOW AS SCHEDULED FLASHING & SEALANT SHEATHING (2) LAYERS BUILDING PAPER 9" SAF LAP O/WIN.FIN BLOCKING AS NECESSARY SEAT WINDOW IN SEALANT EXTERIOR WALL HEADER WHERE OCCURS, RE: STRUCTURAL DWGS. BACKER ROD AND SEALANT CASING BEAD (2) LAYERS BUILDING PAPER UNDER FLASHING MEMBRANE JAMB CASING DOOR THRESHOLD DOOR AS SCHEDULED HEAD FLASHING BACKER ROD AND SEALANT J MOLDING WITH WEEP HOLES. HELD MIN. 3" FLANGE HELD UP 1/4" FROM HEAD FLASHING (2) LAYERS BUILDING PAPER FLASHING TAPE HEADER, REFER STRUCTURAL WHERE APPLICABLE FLASHING SHEATHING EXTERIOR WALL 10 N.T.S. CEMENT STUCCO 9 A-2 9 A-2 N.T.S.12 WOOD JAMB CASING SQUARE EDGES BLOCKING DOOR PER SCHEDULE JAMB CASING TYPICAL INTERIOR DOOR JAMB DETAIL GWB 2X STUD SHT MET FLASHING SOLDER ALL JOINTS NOTE: x PROVIDE SOLID BLOCKING AT ALL FLASHING LOCATIONS. x SEE WINDOW SILL FLASHING FOR MORE INFORMATION. N.T.S.11 DOOR THRESHOLD FLASHING (N) AWNING (E) SUPPORT BRACE AND ROOF RAKE TO REMAIN NOTE: (N) EXT. WALL LOCATED AT G.L. WILL TERMINATE TO THE UNDERSIDE OF (E) SOFFIT. FRAMED TO THE UNDERSIDE OF (E) SOFFIT/RAKE. NOTE: (N) EXT. WALL LOCATED AT G.L. WILL TERMINATE TO THE UNDERSIDE OF (E) SOFFIT. FRAMED TO THE UNDERSIDE OF (E) SOFFIT/RAKE. XO OR OX PER CLIENT 2'-6" X 6'-8"HOLLOWWHITECOMPOSITEBARN DOOR14 9 12 :12 PITC H 9 12 :12PITC H 9 12 :12 PITC H 9 12 :12PITC H 7 12 :12 PITCH 7 12 :12 PITC H 7 12 :12 PITCH 7 12 :12 PITCH (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) 9 12 :12 PITC H 9 12 :12PITC H NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 D-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW NEW ADU ADDRESS: 1908 GREENLEAF ST UNIT 2, SANTA ANA, CA 92706 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 1 PC110/13/24 2 PC210/27/24 DETAILS 5 N.T.S. NOTE: ·FLASHING PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) 0/NAILING FIN @ TOP OF WINDOWS (HEAD) TYP. TWO CONTINUOUS BEADS OF MOISTOP SEALANT OR EQUAL UNDER FLASHING PAPER (1) 0/NAILING FIN AND (1) AT TOP OF FLUSHING PAPER TYP. ·FLASHING PAPER, SELF SEALING MEMBRANE,(9" WIDE MIN.) O/WOOD FRAMING & UNDER NAILING FIN SIDE OF |WINDOWS (JAMB) TYP. ·NOTES: =INDICATES SEQUENCE FOR INSTALLATION 9" MOIST STOP FLASHING PAPER TYP. OF FLASHING PAPER ·THE ACTUAL NUMBER OF FLASHING PIECES REQUIRED IS DETERMINE BY THE RADIUS OF THE OPENING AND THE SIZE OF THE FLASHING. (9" WIDE FLASHING MIN.) ·APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES ·AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C. ·FASTENERS SHALL BE WITHIN 10" FROM CORNERS NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW ·REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS. WINDOW WINDOW 2 4 5 1 2 4 FLASHING PAPER, SELF SEALING MEMBRANE,(9" WIDE MIN.) O/WOOD FRAMING & UNDER NAILING FIN SIDE OF WINDOWS (JAMB) TYP. FLASHING PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) 0/NAILING FIN @ TOP OF WINDOWS (HEAD) TYP. TWO CONTINUOUS BEADS OF MOISTOP SEALANT OR EQUAL UNDER FLASHING PAPER (1) 0/NAILING FIN AND (1) AT TOP OF FLUSHING PAPER TYP. WINDOW SILL FLASHING 1 4 N.T.S.1 N.T.S. EXTERIOR WALL. STUCCO CEMENT STUCCO EXTERIOR SHEATHING 2X WALL (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH INSULATION PER T24 REPORT NOTE: REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATION AND SCHEDULE. EXTERIORINTERIOR (1) LAYERS 5/8" GYPSUM BOARD 2 N.T.S. NOTE: REFER TO PLAN FOR PARTITION TYPE. PARTITION WALL 2X WALL GWB GWB 3 N.T.S. PARTITION WALL GWB 2X WALL INSULATION PER T24 REPORT NOTE: REFER TO PLAN FOR PARTITION TYPE. CERAMIC TILE/NON ABSORBENT WALL 3/16" FRAMING THINSET 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE GROUT WHERE OCCURS 6 N.T.S. TYPICAL INTERIOR DOOR DETAIL WOOD JAMB CASING SQUARE EDGES DOOR AS SCHEDULED JAMB CASING SEE STRUCTURAL SHEETS BLOCKING AS REQ'D 7 N.T.S. BLDG PAPER/LATH PAPER TUCKED UP UNDER FLASHING (6" MIN LAP) SOLDER ALL JOINTS FOR METAL FLASHING OR USE SELF ADHERING WATERPROOFING WALL THICKNESS NOTE: ·REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS. ·SEE WINDOW SILL FLASHING FOR MORE INFORMATION. WINDOW SILL FLASHING EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) INSULATION PER T24 REPORT PC # 3 CORNER BEAD PLASTIC 8 N.T.S. EXTERIOR WALL. STUCCO AT OUTSIDE CORNER (1) LAYERS 5/8" GYPSUM BOARD GALVANIZED METAL LATH CEMENT STUCCO WOOD FRAMING PER STRUCTURAL 2X WALL 15 N.T.S. PLUMBING VENT PIPE BOOT GASKET SELF-SEALING BITUMINOUS MEMBRANE ROOF CAP ( WITH BUILT-IN DAMPER) KEEP DUCT RUNS SHORT WALL CAP ( WITH BUILT-IN DAMPER) INSULATION (PLACE AROUND OVER FAN HOUSING)FAN HOUSING POWER CABLE SEAL GAPS AROUND HOUSING 4-IN.ROUND DUCT SEAL DUCT JOINTS WITH TAPE 4-IN.ROUND ELBOWS VENT DETAIL. TYP. BATT INSULATION; RE: TITLE 24 ROOF UNDERLAYMENT ROOF SHEATHING INSULATION BAFFLE SEAL PIPE AT PERIMETER 16 N.T.S. PIPE PENETRATION. TYP. 12 N.T.S.11 N.T.S. DUCT PENETRATION. STUCCO CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH INTERIOR FINISH BLOCKING AS NECESSARY WEEP SCREED @ EXTERIOR WALL @ GRADE 'A': NOTE THAT WEEP SCREED IS BEHIND PAPER. WEEP SCREED CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH 'A' COVE BASE BY OTHERS FINISH FLOOR BY OTHERS SUB FLOOR (E) SLAB ON GRADE; RE: STRUCTURAL DWGS. (E) FOUNDATION EXTERIOR WALL PER SCHEDULE SILL SEALER BENT METAL FLASHING SLOPE GRADE 6" IN THE FIRST 10' AWAY FROM FOOT PRINT WATER PROOFING MEMBRANE CLOTHES WASHER DRAIN HOSE INDIRECT CONNECTION CLOTHES WASHER STANDPIPE TRAP WASTE STACK CLOTHES WASHER CONNECTION9 N.T.S. CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH INTERIOR FINISH 10 N.T.S. FIXTURE PENETRATION BED EXTERIOR FLANGE IN SEALANT PLASTER RING PLASTER RINGS SHOULD BE AFFIXED OVER THE SERVICE BOX TO BRING THE FACE OF THE BOX FLUSH WITH THE ADHERED CONCRETE MASONRY VENEER. BED THE EXTERIOR FLANGE IN SEALANT. WATER RESISTIVE BARRIER SHOULD BE INSTALLED SNUGLY AROUND THE PLASTER RING FLANGE. CLOSED TREAD STAIR 1x MAPLE TREADS AND RISERS STRINGER PER STRUCTURAL BEVEL OR RADIUS RADIUS OF CURVATURE MAX 9 16" OR BEVEL MAX 1 2" 17 N.T.S. HANDRAIL GRIPS MUST BE 1-1/4" TO 2" IN OUTSIDE DIAMETER 1 1 /2" (38 mm) CLEAR SPACE BETWEEN HANDRAIL AND WALL SUPPORT HANDRAIL FROM BELOW SO GRIPPING SURFACE IS NOT INTERRUPTED ENDS OF HANDRAILS MUST RETURN SMOOTHLY INTO A WALL, FLOOR, OR POST EXTENSION DIMENSION RETURN TO WALL 34 " - 3 8 " A B O V E N O S E SECTION PLAN ULTRALOX™ ALUMINUM WALL MOUNTED HANDRAIL - ICC-ESR 3485 (OR APPROVED EQUAL) N.T.S.14 STARTER STRIP OVERHANG EAVES AND DECK OVERHANG 1/4" - 3/4" ALONG EAVES, PUT GAF LEAK BARRIER ON TOP OF NON- CORROSIVE METAL DRIP EDGE ROOF SHEATHING DRIP EDGE OVER UNDERPAYMENT AT RAKE EDGE WALL LINE. ASPHALT SHINGLE ROOFING SHINGLES AND INSTALLATION. CERTAINTEED 'LANDMARK' SHINGLES (OR APPROVED EQUAL) ·LANDMARK SERIES SHINGLES FIRE RESISTANCE: · UL CLASS A · UL CERTIFIED TO MEET ASTM D3018 TYPE 1 WIND RESISTANCE: · UL CERTIFIED TO MEET ASTM D3018 TYPE 1 ASTM · D3161 CLASS F TEAR RESISTANCE: · UL CERTIFIED TO MEET ASTM D3462 · CSA STANDARD A123.5 WIND DRIVEN RAIN RESISTANCE: · MIAMI-DADE PRODUCT CONTROL ACCEPTANCE: PLEASE REFERENCE WWW. CERTAINTEED.COM TO DETERMINE APPROVED PRODUCTS BY MANUFACTURING LOCATION. QUALITY STANDARDS: · ICC-ES-ESR-1389 & ESR-3537. COLOR: MATCHED W/ (E) ROOF (2) LAYERS ROOF UNDERLAYMENT CEMENT BACKER BOARD (3) 2x4 FLAT PLATE BASE MORTAR SHOWER PAN MEMBRANE LINER PRE-SLOP MORTAR ADJUSTABLE DRAIN WIRE MESH THINSET 2x WALL 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE OR NON-ABSORBENT SURFACE. UP TO MIN. 72" ABOVE THE DRAIN LEVEL TILE OR NON-ABSORBENT SURFACE LAYERS BUILDING PAPER PLYWOOD PER STRUCTURAL 13 N.T.S. SECTION THROUGH SHOWER NOTE: THE GREATEST RISER HEIGHTS AND TREAD DEPTHS WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". 2 2 STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T PAUL SAN GEMINO C - 34643 06/30/2025 SIGNATURE 1908 N Greenleaf St Unit# 24/22/2025 D-2 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT TH E CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRAW INGS SHALL TAKE PRECEDENCE OVER GENERAL NOTE S AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERI FY ALL PLANS, EXISTING DIMENSIO NS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 DETAILS 1 N.T.S. KITCHEN EXHAUST HOOD TYP. LOCATION EXHAUST HOOD WALL VENT MIN. Ø7" MTL DUCTED OPTIONAL BACKDRAFT DAMPER ROOF VENT CE I L I N G H E I G H T , M I N U S 3 6 " ( S T O V E H E I G H T ) M I N U S D E S I R E D DI S T A N C E F R O M T H E S T O V E Y M I N U S B O D Y O F T H E H O O D X EXHAUST HOOD POWER OUTLET OPTIONAL REMOTE BLOWER OPTIONAL ROOF BLOWER HEIGHT FOR ELECTRICAL RECEPTACLE OUTLETS, SWITCHES, DOORBELL BUTTONS, INCLUDING HVAC CONTROLS SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION 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. 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51 MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38 MM BY 184 MM) ACTUAL DIMENSION] OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES (812.8 MM) AND 391/4 INCHES (997 MM) ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM. EXCEPTIONS: 1. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. 3. SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 4. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 5. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. INTERIOR HEIGHTS ARE TO FINISH FLOOR EXTERIOR DOORBELL HEIGHT IS FROM FLOOR OR LANDING TO TOP DOORBELL ASSEMBLY SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION 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. EXCEPTIONS: 1. DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES. 2. RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS LESS THAN 15 INCHES (381 MM). R327.1.3 INTERIOR DOORS EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32 INCHES (812.8 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A TWO- OR THREE-STORY SINGLE FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. R327.1.4 DOORBELL BUTTONS DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES (1219.2 MM) MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. SHOWER ENCLOSURE SIDE WALL BACK WALL CONTROLS WALL SIDE WALL BACK WALL CONTROLS WALL BATHTUB OR TUB/SHOWER SIDE WALL BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LA V . WATER CLOSET ADJACENT TO ONE SIDE WALL AND BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LAV. WATER CLOSET ADJACENT TO TWO SIDE WALLS 3 N.T.S. OUTLETS, DOORS & CONTROLS 2 N.T.S. GRAB BAR REINFORCEMENT NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 GN-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT TH E CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTE S AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERI FY ALL PLANS, EXISTING DIMENSIO NS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 GENERAL NOTES CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 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 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 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). 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. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit over current 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 over current protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms.The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. 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. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV + charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.PLANS are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.PLANS shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. PLANS shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. PLANS shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. PLANS shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.PLANS are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. SECTION 4.501 GENERAL 4.501.1 Scope.The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS.The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. 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 MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 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 (≤ 5.0 ozf)1.0000 Product Class 2 (> 5.0 ozf and ≤ 8.0 ozf)1.2000 Product Class 3 (> 8.0 ozf)1.2800 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 x x x x x x x x x x x x x x x x x x x 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. x 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ x DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. x x NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 GN-2 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT TH E CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTE S AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERI FY ALL PLANS, EXISTING DIMENSIO NS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 GENERAL NOTES MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, PLANS, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.0500 HARDWOOD PLYWOOD COMPOSITE CORE 0.0500 PARTICLE BOARD 0.0900 MEDIUM DENSITY FIBERBOARD 0.1100 THIN MEDIUM DENSITY FIBERBOARD2 0.1300 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 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 MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) x x x x x x x x x x x x x x x x x x x (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 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 COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. x x NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 GN-3 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT TH E CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTE S AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERI FY ALL PLANS, EXISTING DIMENSIO NS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 GENERAL NOTES ABBREVIATIONS 1. CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING SHALL COMPLY WITH REQUIREMENT OF CALGREEN DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICENCY AND/OR AHJ REGULATIONS, WHICHEVER IS MORE STRICT. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS, AND CHECK GOVERNING AUTHORITIES SPECIFICATIONS FOR CONSTRUCTION INCLUDING REMOVAL OR RELOCATION OF EXISTING UTILITIES 3. CONTRACTOR SHALL GIVE NOTICES REQUIRED BY GOVERNMENTAL AUTHORITIES AND BY THE OWNER OR HIS REPRESENTATIVE. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN (PRIOR TO) FINALIZING BIDS AND PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF "PLAN AND PERMIT INC" PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. NOTIFY PLAN AND PERMIT INC. PROMPTLY, SHOULD ANY QUESTIONS ARISE PERTAINING TO THE PLANS, OR IF CONDITIONS ARE FOUND THAT MAY PREVENT THE PROPER EXECUTION OF ANY PORTION OF THE WORK. THE CONTRACTOR SHALL CORRECT ALL ERRORS, DISCREPANCIES, OR OMISSIONS WHICH RESULT FROM HIS FAILURE TO NOTIFY "PLAN AND PERMIT INC". BEFORE STARTING FABRICATION OR INSTALLATION OF ANY ITEM OR WORK. 5. CONTRACTOR SHALL NOTIFY DESIGNER OF ANTICIPATED FINAL INSPECTION DATE TWO WEEKS IN ADVANCE, IN WRITING. 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING SHORING AND TEMPORARY BRACING AND TAKE ALL NECESSARY MEASURES TO INSURE THE SAFETY OF ALL PERSONS AND STRUCTURES NEXT TO THE SITE. CARE SHALL BE TAKEN TO PROTECT FROM ANY DAMAGE ALL TREES AND VEGETATION ON SITE AND ON ADJOINING PROPERTIES. ANY TRIMMING OR OTHER ALTERATION DONE TO TREES SHALL BE DONE SO ONLY BY APPROVAL OF THE OWNER. 7. "PLAN AND PERMIT INC" SHALL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE PLANS, CODES, REGULATIONS AND LAWS, OR FOR THE PERFORMANCE OF THE CONTRACTOR IN A TIMELY AND SATISFACTORY MANNER. 8. "PLAN AND PERMIT INC" WILL NOT PROVIDE REGULAR ON SITE CONTRACT ADMINISTRATION AND IS AVAILABLE ONLY AT REQUEST OF THE OWNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. 9. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. THE DRAWINGS WERE PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND FOR CONSTRUCTION BY A KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF ANY SUPPLEMENTAL PRODUCT SPECIFICATIONS, COORDINATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT. 10.CONTRACTOR SHALL DELIVER TO OWNER, UPON PROJECT CLOSE-OUT THE PERMIT AND RECORD (AS-BUILT) SETS OF PLANS TOGETHER WITH OPERATION AND MAINTENANCE DATA, WARRANTIES, BONDS IF APPLICABLE, CERTIFICATES OF COMPLIANCE REQUIRED BY REGULATORY AUTHORITIES AND SUCH OTHER PROJECT RECORDS AS MAY BE REQUESTED BY THE OWNER. 11.CLEAN-UP: THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BUILDING SITE AND INSIDE BUILDING THE WORK AS CLEAR OF RUBBISH AS POSSIBLE DURING THE COURSE OF THE WORK. BEFORE FINAL NOTICE OF COMPLETION, THE BUILDING WILL BE FULLY CLEANED, INCLUDING ALL GLASS POLISHED, SCRUBBED AND CLEANED, AND THE BUILDING SHALL BE SUITABLE FOR IMMEDIATE OCCUPANCY BY OWNER. CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN THE PREMISES, CLEAN AND FREE OF ALL TRASH AND DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, DUST, ETC. SHALL PROVIDE ADEQUATE TRASH CONTAINERS FOR THE DISPOSAL OF UNUSED MATERIAL AND TRASH. 12.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 13.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 14.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 15.CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 16.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 17.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. 18.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 19.GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE WORK OF ALL OF OWNER'S SUBCONTRACTORS AND FIXTURE CONTRACTORS INCLUDING THE PERFORMANCE OF SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. 20.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 21.TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 22.ALL NEW GLAZING (PENETRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U - VALUE. 23.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 24.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 25.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 26.KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 27.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO APPLICABLE REGULATORY AUTHORITIES. 28.CONTRACTOR TO VERIFY IN FIELD EXISTING CONDITION STRUCTURAL SYSTEM AND PROPOSED SCOPE OF WORK (DEMOLITION). CONTRACTOR ON DISCOVERY OF DISCREPANCY BETWEEN PROPOSED SCOPE AND EXISTING CONDITION WILL NOTIFY IMMEDIATE ARCHITECT AND STRUCTURAL ENGINEER. 29.CONTRACTOR TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. 30.CG TO COORDINATE DEMO OF (E) HARDSCAPE/ LANDSCAPE PER PROPOSED PLAN. 31.CONTRACTOR TO COORDINATE ROUTING OF VENTS AND EXHAUST DUCTING TO ROOF AND/OR EXTERIOR WALL PER (E) CONDITION. 32.CONTRACTOR TO COORDINATE 2X FRAMING PER STRUCTURAL AND T24 SHEETS. 33.CONTRACTOR TO COORDINATED REQUIRED RO PER WINDOW AND DOOR SCHEDULE. GENERAL NOTES 30.CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED IN A PROFESSIONAL AND WORKMANLIKE MANNER BY SKILLED MECHANICS OF THE TRADE AND SHALL REPLACE ANY ITEMS DAMAGED BY THE CONTRACTOR ' S OR SUBCONTRACTORS ' PERFORMANCE AT NO ADDITIONAL COST TO THE OWNER . 31.SUBCONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHER'S WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK AND IN A TIMELY MANNER. 32.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. FIELD OBSERVATIONS BY PLAN AND PERMIT INC. OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS REVIEWING NOR APPROVING THE SAME. 33.CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING, BRACING, SUPPORTS, ETC., AS MAY BE REQUIRED TO SAFELY COMPLETE THE CONSTRUCTION PROCESS, AND SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF THIS WORK. FIELD OBSERVATIONS BY PLAN AND PERMIT INC. OR STRUCTURAL ENGINEER SHALL NOT INCLUDE ITEMS AS STATED HEREIN. 34.NO STORAGE OR PLACEMENT OF HAZARDOUS, TOXIC, CARCINOGENIC, OR FLAMMABLE MATERIALS SHALL BE PERMITTED ON THE SITE. DISPOSAL OF SAID MATERIALS SHALL BE IN A SAFE MANNER AND SHALL COMPLY WITH ALL CURRENT APPLICABLE LAWS AND REGULATIONS. 35.CONTRACTOR SHALL INSPECT AND VERIFY THAT THE PROJECT WORK SPACE IS ASBESTOS FREE. THE CONTRACTOR MUST NOTIFY THE CITY OFFICIALS, OWNER AND DESIGNER IMMEDIATELY, IF THE PRESENCE OF ASBESTOS, OR ANY HAZARDOUS MATERIAL IS DETECTED OR SUSPECTED. 36.PLAN AND PERMIT INC. DOES NOT GUARANTEE THE GENERAL CONTRACTOR'S AND /OR SUBCONTRACTORS' PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS PERFORMANCE, INCOMPETENCE, OR ERRORS OR OMISSIONS OR COMMISSION OF THE SUBCONTRACTOR. 37.THIS IS A BUILDERS SET OF DRAWINGS. THESE NOTES ARE TO PROVIDE GENERAL INFORMATION ONLY. SPECIFICATIONS ARE TO BE PROVIDED BY OWNER. FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTS AND SUBCONTRACTS, THE NOTES ARE SEPARATE, NOT TITLED SECTIONS. SUCH SEPARATIONS SHALL NOT OPERATE TO MAKE PLAN AND PERMIT INC. OR ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS. DEFINITIONS 1. THE DESIGN AND WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITIONS OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE CITY. HAVING JURISDICTION (SEE MUNICIPAL CODE). IN THE CASE OF CONFLICT WITH THESE REGULATIONS AND THE CONTRACT DOCUMENTS, THE MOST RESTRICTIVE SHALL APPLY 2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 3.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITY SERVICES IN THE AREA TO BE EXCAVATED (ABOVE AND BELOW GRADE) PRIOR TO COMMENCING THE WORK TO BE DONE. 4. SHOULD ANY LOOSE FILL / EXPANSIVE SOIL / GROUND WATER OR OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING SITE EXCAVATION THE GENERAL CONTRACTOR, OWNER AND ENGINEER SHALL BE NOTIFIED AND ALL WORK SHALL CEASE IMMEDIATELY. 5. SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED IN THE HALL/AREA SERVICING EACH SLEEPING AREA. BATTERY OPERATED DETECTORS ARE ACCEPTABLE FOR EXISTING CONSTRUCTION. 6. INTERIOR WALLS AND CEILING FINISH FLAME SPREAD RATING SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, ORDINANCE, RULES AND REGULATIONS. 7. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF BUILDING SHALL COMPLY WITH REQUIRED CODE. 8. THE CONTRACTOR, BEFORE COMMENCING WORK, SHALL NOTIFY THE OWNER IN WRITING OF ANY WORK CANNOT BE FULLY GUARANTEED OR EXECUTED WITHIN THE INTENT OF THE DRAWINGS PRIOR TO BID SUBMITTAL. 9. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS' SPECIFICATIONS. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY PLAN AND PERMIT INC. AND HIS CONSULTANTS SHALL BE BROUGHT TO THE ATTENTION OF DESIGNER IN WRITING BEFORE COMMENCING WORK. 10.REFERENCE TO PRODUCT MANUFACTURER OR TRADE NAMES ARE FOR MINIMUM PERFORMANCE SPECIFICATION ONLY. SUBMITTAL EQUALS MAY BE ALLOWED UPON APPROVAL BY PLAN AND PERMIT INC.. MATERIAL SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT WRITTEN APPROVAL BY PLAN AND PERMIT INC. SHALL NOT BE RESPONSIBILITY OR OF RELATED MATERIALS AND DETAILS. 11.CUTTING AND PATCHING INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. USE MATERIALS FOR CUTTING AND PATCHING IDENTICAL TO EXISTING MATERIALS. 12.DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. SUBMIT PROPOSAL AND OBTAIN ENGINEER'S APPROVAL BEFORE PROCEEDING WITH CUT AND PATCH OF STRUCTURAL WORK. 13.ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON THE PLANS. DIMENSIONS ARE TO FACE OF STUDS, FACE OF FOUNDATION, FACE OF CONCRETE BLOCK TOP OF SLAB, OR CENTER OF OPENINGS, U.N.O .. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY DIMENSIONS AND REVIEW ANY CONFLICTS OR DISCREPANCIES WITH PLAN AND PERMIT INC. PRIOR TO COMMENCEMENT OF WORK. 14.THE ARCHITECTURAL SITE PLAN IS NOT A SURVEY. IT IS BASED ON SITE INFORMATION PROVIDED BY THE OWNER FOR BUILDING DEPARTMENT REFERENCE ONLY. ON-SITE VERIFICATION OF ALL DIMENSIONS, ALL EXISTING CONDITIONS, GROUND WATER, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING UTILITIES AND SUBSTRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. 15.ONLY NOTED DIMENSIONS ARE TO BE USED FOR CONSTRUCTION PURPOSES. DO NOT SCALE DRAWINGS. OBTAIN CLARIFICATION OF DIMENSIONS FROM DESIGNER WHEN NECESSARY. ERRORS CAUSED BY SCALED DIMENSIONS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE. 16.MAINTAIN ON THE JOB SITE, IN GOOD ORDER, ONE COPY OF ALL PLANS AND MODIFICATIONS THERETO, (AS-BUILT) FIELD TEST RECORDS AND INSPECTION REPORTS, CORRESPONDENCE PERTAINING TO THE WORK ON SITE AND PERMITS, AND PERMITS, AND PERMIT SETS OF PLANS FOR THE USE OF BUILDING OFFICIALS. FIRE DEPARTMENT NOTES 1. THE CONTRACTOR SHALL PROVIDE HIGH PERFORMANCE FIRE STOP SYSTEM AT ALL FIRE RATED PENETRATION INSTALLED PER MANUFACTURE'S LATEST INSTALLATION SPECIFICATION. 2. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. 3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87. [CFC 8701] 4. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY SEEN VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY [CFC 901.4.4, FHPS POLICY P-00-6] 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. [CALIF. CODE OF REGS., TITLE 19, 3.08, 3.21, CEC 2501.5] 6. CONTRACTOR SHALL CONTACT THE COUNTY FIRE AUTHORITY FOR AN INSPECTION UPON COMPLETION OF WORK. CONTRACTORS NOTES DOUBLE MICROWAVE AND WARMING & @ ° Ø % # (E) (N) AA A/C AND AT DEGREES DIAMETER PERCENT POUND OR NUMBER EXISTING NEW ATTIC ACCESS AIR CONDITIONING AD AL APN ARCH AWG BBQ BLDG BTU CAB CLG CMU CONC AREA DRAIN ALUMINUM ASSESSORS PARCEL NUMBER ARCHITECT AWNING BARBEQUE BUILDING BRITISH THERMAL UNIT CABINET CEILING CONCRETE MASONRY UNIT CONCRETE CSMT CASEMENT DEMO DIA DIM DS DV D/W ELEC M DIAMETER DIMENSION DOWNSPOUT DRYER VENT DISHWASHER ELECTRICAL ELECTRICAL METER FAU FD FF FGR FLR FP FR FT FTG FXD GAL GB GI GL G GWB GYP HB HDR FORCED AIR UNIT FLOOR DRAIN FINISH FLOOR FINISH GRADE FLOOR FIREPLACE FIRE RATED FOOT/FEET FOOTING FIXED GALLON GYPSUM BOARD GALVANIZED IRON GLASS GAS METER GYPSUM WALL BOARD GYPSUM HOSE BIBB HEADER HR HT INSUL IN KIT MAX MECH HOUR HEIGHT INSULATION INCH KITCHEN MAXIMUM MECHANICAL MFR MIN MTL MW N/A MANUFACTURER MINIMUM METAL MICROWAVE NOT APPLICABLE PL P/L PLY RA RD REF REV SA SEC SF SFD SH SPEC SQ PLATE PROPERTY LINE PLYWOOD RETURN AIR ROOF DRAIN REFRIGERATOR REVISION SUPPLY AIR SECTION SQUARE FEET SINGLE FAMILY DWELLING SINGLE HUNG SPECIFICATIONS SQUARE STR STRG SYSB T TG STRUCTURAL STORAGE SIDE YARD SETBACK THERMOSTAT TEMPERED GLASS TV TYP TWH U/ U/C VIF W/ TELEVISION TYPICAL TANKLESS WATER HEATER UNDER UNDER COUNTER VERIFY IN FIELD WITH WH WATER HEATER W.I.C W&D WALK - IN CLOSET WASHER AND DRYER DEMOLITION SL SLIDING DWY DRIVEWAY CTDL CATHEDRAL SLPD SLOPED D/MWO DOUBLE OVEN AND MICROWAVE WSOFT WATER SOFTENER CRAWL SPACE ACCESSCA W WATER METER REQ REQUIRED CALCULATIONCALC ADU ACCESSORY DWELLING UNIT D/M&O NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 COLD AND HOT WATER FLOOR PLAN 2 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.1 TITLE 24 COMPLIANCE Project Number: 75-240304-04 Issue Date: 03/04/2024 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com PROPERTY OWNER: PETERSON RESIDENCE 1908 GREENLEAF ST. SANTA ANA, CA 92706 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 1 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 GENERAL INFORMATION 01 Project Name PETERSON RESIDENCE 02 Run Title Title 24 Analysis 03 Project Location 1908 GREENLEAF ST. UNIT 2 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 1 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 2 16 Existing Cond. Floor Area (ft2)1357 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1357 19 Glazing Percentage (%)8.40% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 894 22 Fuel Type Natural gas 23 No Dwelling Unit:No 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 Building does not incorporate Special Features 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 2 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 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) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 3.96 0 5.15 0 -1.19 Space Cooling 0 24.11 0 21.96 0 2.15 IAQ Ventilation 0 2.51 0 2.51 0 0 Water Heating 0 43.3 0 42.17 0 1.13 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 73.88 0 71.79 0 2.09 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.29 0 7.29 Appl. & Cooking 0 45.71 0 45.65 Plug Loads 0 27.1 0 27.1 Outdoor Lighting 0 1.69 0 1.69 TOTAL COMPLIANCE 0 155.67 0 153.52 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 3 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 24.63 24.22 0.41 1.66 Net EUI2 24.63 24.22 0.41 1.66 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. •NO SPECIAL FEATURES REQUIRED 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 heat pump rated heating capacity BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems PETERSON RESIDENCE 1357 1 1 2 0 1 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 1ST FLOOR Conditioned (N) MINI SPLIT1 894 8 DHW Sys 1 Existing Unchanged 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 4 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 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 2ND FLOOR Conditioned (N) MINI SPLIT1 463 8 DHW Sys 1 Existing Unchanged OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition NORTH Wall 1ST FLOOR R-15 Wall 0 Right 131.28 13 90 none Existing No NORTH Wall 2 1ST FLOOR R-15 Wall 0 Right 57.3 4.5 90 none Existing No SOUTH Wall 1ST FLOOR RATED R-15 Wall 180 Left 168 0 90 none Existing No SOUTH Wall 2 1ST FLOOR R-15 Wall 180 Left 28 0 90 none Existing No EAST Wall 1ST FLOOR NEW R-15 Wall 0 Right 112 44 90 none New n/a WEST Wall 1ST FLOOR R-15 Wall 270 Back 72 20 90 none Existing No WEST Wall 2 1ST FLOOR RATED R-15 Wall 270 Back 105 0 90 none Existing No NORTH Wall 3 1ST FLOOR NEW R-15 Wall 0 Right 8 0 90 none New n/a EAST Wall 2 1ST FLOOR NEW R-15 Wall 90 Front 32 4 90 none New n/a EAST Wall 3 1ST FLOOR R-15 Wall 90 Front 32 0 90 none Existing No NORTH Wall 4 2ND FLOOR R-15 Wall 0 Right 114.87 40 90 none Existing No NORTH Wall 5 2ND FLOOR R-15 Wall 0 Right 7 0 90 none New n/a NORTH Wall 6 2ND FLOOR R-15 Wall 0 Right 50.12 4.5 90 none Existing No SOUTH Wall 3 2ND FLOOR R-15 Wall 180 Left 147 0 90 none Existing No SOUTH Wall 4 2ND FLOOR R-15 Wall 180 Left 171.5 0 90 none Existing No EAST Wall 4 2ND FLOOR R-15 Wall 90 Front 127.12 24 90 none Existing No EAST Wall 5 2ND FLOOR R-15 Wall 90 Front 28 0 90 none New n/a WEST Wall 3 2ND FLOOR R-15 Wall 270 Back 35 0 90 none Existing No WEST Wall 4 2ND FLOOR R-15 Wall 270 Back 154 0 90 none Existing No FLOOR 2ND FLOOR R-19 Floor No Crawlspace n/a n/a 463 n/a n/a Existing No 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 5 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Zone Construction Azimuth Orientation Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Status Verified Existing Condition Existing Construction Roof 2ND FLOOR R-30 Roof No Attic 90 Front 463 0 9.5 0.1 0.85 No Existing No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition W-3030 Window NORTH Wall Right 0 1 9 0.58 Table 110.6-A 0.65 Table 110.6-B Bug Screen Existing No B-2020 Window NORTH Wall Right 0 1 4 0.3 NFRC 0.23 NFRC Bug Screen New NA W-1630 Window NORTH Wall 2 Right 0 1 4.5 0.55 Table 110.6-A 0.67 Table 110.6-B Bug Screen Existing No A-6040 SL Window EAST Wall Right 0 1 24 0.3 NFRC 0.23 NFRC Bug Screen New NA B-2020 2 Window EAST Wall 2 Front 90 1 4 0.3 NFRC 0.23 NFRC Bug Screen New NA D-4068 Window NORTH Wall 4 Right 0 1 40 0.3 NFRC 0.23 NFRC Bug Screen New NA 1630 FIX Window NORTH Wall 6 Right 0 1 4.5 0.55 Table 110.6-A 0.67 Table 110.6-B Bug Screen Existing No W-6040 Window EAST Wall 4 Front 90 1 24 0.58 Table 110.6-A 0.65 Table 110.6-B Bug Screen Existing No 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 6 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition Door-1 EAST Wall 20 0.2 New n/a Door WEST Wall 20 0.2 Existing No SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition (E) Slab-on-Grade 1ST FLOOR 443 90 none 0 80%No Existing No (N) Slab-on-Grade 1ST FLOOR 4 3 none 0 80%No New n/a 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-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco RATED R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco NEW R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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. 1908 N Greenleaf St Unit# 24/22/2025 COLD AND HOT WATER FLOOR PLAN 2 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.2 TITLE 24 COMPLIANCE Project Number: 75-240304-04 Issue Date: 03/04/2024 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com PROPERTY OWNER: PETERSON RESIDENCE 1908 GREENLEAF ST. SANTA ANA, CA 92706 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 7 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 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-30 Roof No Attic Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O. C.R-30 None / None 0.036 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-30 / 2x12 Inside Finish: Gypsum Board R-19 Floor No Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 / 2x10 Ceiling Below Finish: Gypsum Board 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 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)New NA 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 8 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition DHW Heater 1 Gas Consumer Instantaneous 1 0 UEF 0.85 Btu/Hr 200000 0 n/a n/a New n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System (N) MINI SPLIT1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback New No 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 9 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 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 Ductless MiniSplit HP 1 HSPF2 10.2 28000 19000 EER2SEER2 22.5 12 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 Not Required No No Yes Yes INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 42 0.35 Exhaust No n/a / n/a No Yes HERS RATER VERIFICATION OF EXISTING CONDITIONS INDOOR AIR QUALITY (IAQ) FANS - VERIFIED AND ALTERED 01 02 03 04 05 06 07 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 10 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 Name Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SREIAQ Recovery Effectiveness - SRE IAQ Recovery Effectiveness - ASREIAQ Recovery Effectiveness - ASRE 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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:PETERSON RESIDENCE Calculation Date/Time:2024-10-07T21:40:23-07:00 (Page 11 of 11) Calculation Description:Title 24 Analysis Input File Name:1908 GREENLEAF UNIT 2_T24.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: 2024-10-07 21:40:43 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: Maral Rahmani Title24 Experts 10/07/2024 7518 Jumilla Ave. Winnetka, CA 91306 3105044878 Mehrun Abbassi Plan and Permit Inc 10/07/2024 9891 Irvine Center Dr Ste 200 Irvine, CA 92618 7147150923 424-P010240138A-000-000-0000000-0000 10/07/2024 21:57 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. 1908 N Greenleaf St Unit# 24/22/2025 COLD AND HOT WATER FLOOR PLAN 2 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.3 TITLE 24 COMPLIANCE Project Number: 75-240304-04 Issue Date: 03/04/2024 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com PROPERTY OWNER: PETERSON RESIDENCE 1908 GREENLEAF ST. SANTA ANA, CA 92706 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 h as 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. 9891 IRVINE CENTER DR #200 PLAN AND PERMIT INC IRVINE , CA 92618 7147150923 1908 GREENLEAF ST. UNIT 2 PETERSON RESIDENCE SANTA ANA, CA 92706 75-030424-04 3/5/2024 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 PETERSON RESIDENCE 1908 GREENLEAF ST. UNIT 2 SANTA ANA Wood Framed 3/5/2024 4 4 CA Climate Zone 08 1,357 1 Wood Framed Wall Wall Wall Wall Wall Door Wood Framed Wood Framed Wood Framed Opaque Door 237 106 336 56 208 40 R 15 R 15 R 15 R 15 R 15 R-5 New Existing Existing Existing Existing New 0 Right (N) Right (N) Right (N) Front (E) Right (N) Front (E) 18.0 56.0 13.5 8.0 40.0 24.0 0.580 0.580 0.300 0.550 0.300 0.300 0.65 0.65 0.23 0.67 0.23 0.23 none none none none none none none none none none none none N/A N/A N/A N/A N/A N/A Existing Existing New Existing New New 22.5 SEER21Electric Heat Pump Split Heat Pump10.20 HSPF2 NewSetback n/a(N) MINI SPLIT DuctlessDuctless / with Fan Newn/a Standard1Small Instantaneous Gas 0.850 New ID: 75-030424-04 Page 2 of 10EnergyPro 9.2 by EnergySoft User Number: 20127 Wood FramedWall Door Opaque Door 104 40 R 15 R-5 Existing Existing 160 11.8%0.30 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 PETERSON RESIDENCE 1908 GREENLEAF ST. UNIT 2 SANTA ANA Wood Framed 3/5/2024 4 4 CA Climate Zone 08 1,357 1 Unheated Slab-on-Grade Wall Wall Slab Slab Wall Wall Wood Framed Wood Framed Unheated Slab-on-Grade Wood Framed 210 64 886 8 75 35 - no insulation - R 15 R 15 - no insulation - R 15 R 15 Existing Existing Existing Existing New New Perim = 3' Perim = 90' 0 ID: 75-030424-04 Page 3 of 10EnergyPro 9.2 by EnergySoft User Number: 20127 Wood FramedWall Wall Wood Framed 46 147 R 15 R 15 Existing Existing 160 11.8%0.30 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 PETERSON RESIDENCE 1908 GREENLEAF ST. UNIT 2 SANTA ANA Wood Framed Rafter 3/5/2024 4 4 CA Climate Zone 08 1,357 1 Wood Framed Wall Wall Wall Wall Roof Demising Wood Framed Wood Framed Wood Framed Wood Framed w/o Crawl Space 172 103 35 154 463 463 R 15 R 15 R 15 R 15 R 30 R 19 Existing Existing Existing Existing Existing Existing 0 ID: 75-030424-04 Page 4 of 10EnergyPro 9.2 by EnergySoft User Number: 20127 160 11.8%0.30 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: 1908 N Greenleaf St Unit# 24/22/2025 COLD AND HOT WATER FLOOR PLAN 2 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.4 TITLE 24 COMPLIANCE Project Number: 75-240304-04 Issue Date: 03/04/2024 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com PROPERTY OWNER: PETERSON RESIDENCE 1908 GREENLEAF ST. SANTA ANA, CA 92706 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) PETERSON RESIDENCE 3/5/2024 (N) MINI SPLIT 1,357 1 28,000 28,000 20.6 27,000 27,000 2.3 19.9 603.1 900 900 0.66 400.0 0.0% 0.00 0 10,310 0 0 0 307 0 0 17,817 0 -307 00 0 0 0 4,10921,084 66610,617 21,084 20,919 4,109 20,919 YN030GMFI22M3D Aug 3 PM Jan 1 AM 487 666 444 33 ºF Outside Air 0 cfm 68 ºF 105 ºF 105 ºF 105 ºF 68 ºF 68 ºF 91 / 68 ºF 75 / 61 ºF 55 / 54 ºF 55 / 54 ºF 75 / 61 ºF75 / 61 ºF 0 cfm Outside Air 900 cfm Supply Fan 46.4% 900 cfm Supply FanHeating Coil 17,510 55 / 54 ºF Cooling Coil 1908 N Greenleaf St Unit# 24/22/2025 (E) STORAGE COMPACT - STACKABLE W&D TWH UP REF V. R D/ W (N) LIVING ROOM 8' CLG (N) POWDER 8' CLG (N) KITCHEN 8' CLG TV E E E E E E E E E E E E E E E E E E E E E E E E E E E PC PC E E E E E E E E E E E E E E E E E E E E E E E E E E E E PC E PC E E E E E E E E H P U E E E (E) STORAGE V. R COMPACT - STACKABLE W&D TWH FG UP REF V. R D/ W (N) LIVING ROOM 8' CLG (N) POWDER 8' CLG (N) KITCHEN 8' CLG V.R V. R V.R H P U H P U H P U H P U FG (N) BATH SLPD CLG E E E E E (N) SHELVE E E E E E E E (N) BATH SLPD CLG V.R (N) SHELVE U-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF P LAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON TH E DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRAC TOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS A ND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANC IES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E CT I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P RO P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 0 100PD FOR SUBMITTAL 90PD FOR REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 07/11/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 1 FIRST FLOOR ELECTRICAL PLAN UTILITY PLANS & DETAIL 04' 4'8' 14" = 1'-0" (N) CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FT WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT FOR EVERY ELBOW IN EXCESS OF TWO (N) 240V DEDICATED RECEPTACLE FOR DRYER (N) ELECTRICAL METER AND PANEL (N) MIN 4" EXHAUST FAN VENT. MIN 50 CFM Ø2" DRAIN (N) RECEPTACLE W/ INDIVIDUAL BRANCH CIRCUIT FOR MICROWAVE/HOOD (N) MIN 7" METAL ROUND DUCT FOR HOOD VENT WITHOUT ELBOW FIRE SPRINKLER TANK WATER HEATER STEP LIGHTS= COLD WATER HOT WATER DIRECT WASTE3 4" GAS PIPE WATER PIPE UTILITY LEGEND: TELEPHONE TV TV BUZZER UNDER CABINET LIGHTING UTILITY POLE. POWER POINT OF CONNECTION CEILING FAN WITH LED LIGHT OUTDOOR RECESSED LIGHT FOR WALLS SEWER PIPE ELECTRICAL ROUTE = = RECESSED LED LIGHT OUTDOOR HIGH EFFICIENCY LED LIGHT W/ PHOTOCELL AND MOTION SENSOR INDOOR WALL MOUNTED LED LIGHT PCSWITCH WITH DIMMER ELECTRICAL METERCHANDELIER VENTILATION DUCT CARBON MONOXIDE ALARM AND SEALED BATTERY PHOTO ELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR = = = = = = = = = = = = = = = HOSE BIB DOWNSPOUT RETURN AIR WALL REGISTER THERMOSTAT =WATER METER = S = = = = G GAS METER TRACK LIGHT FIXTURE W E = = = = = = = = HB WEATHER PROOF SWITCHWP 3 THREE WAY SWITCH WITH DIMMER PENDANT LIGHT TANKLESS WATER HEATER = = =WEATHER PROOF DUPLEX TAMPER- RESISTANT AFCI/GFCI RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI RECEPTACLE 240V RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI/GFCI RECEPTACLE WP = = = = DS= = = = = = = = SHOWER HEAD RETURN AIR CEILING REGISTER LINEAR SHOWER DRAIN SUPPLY AIR CEILING REGISTER FG FUEL GAS CW COLD WATER VALVE SUPPLY AIR WALL REGISTER ATTIC MOUNTED FORCED AIR UNIT=ATTIC FAU FORCED AIR HEATING UNIT=A/C HVAC CONDENSER= MINI SPLIT CONDENSER WALL MOUNT MINI SPLIT INTERIOR = = H P U H P U =WATER SOFTENER = = = = = = = = RETURN AIR FLOOR REGISTER= = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). VS VACANCY SENSOR SWITCH F A U 220V DEDICATED RECEPTACLE FOR ELECTRIC RANGE PARTIAL SECOND FLOOR ELECTRICAL PLAN FIRE BARRIER NOTE: SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED (UL1479 OR ASTM E814) AND FIRE CODE APPROVED FIRE BARRIER SEALANT. (3M FIRE BARRIER SEALANT CP 25WB+ , OR APPROVED EQUAL). ELECTRICAL NOTES: 1. PROVIDE A MINIMUM OF 1-20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ON BATHROOM. 2. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 3. PROVIDE A MINIMUM OF 2-20 AMP SMALL APPLIANCE CIRCUIT FOR THE KITCHEN COUNTER TOP. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. 4. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE AND ELECTRIC OVEN. 5. ELECTRICAL CONDUCTORS USED TO CARRY CURRENT SHALL BE COPPER UNLESS OTHERWISE PROVIDED IN THE ELECTRICAL CODE. CEC 110.5 29. 6. OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 20 MIN MAXIMUM TIMER. 7. UNDER CABINET LIGHTING SHALL BE CONTROLLED SEPARATELY FROM CEILING LIGHTING. 8. ALL ENCLOSED LUMINARIES SHALL BE MARKED WITH JA8-2019-E (CENC 150.0(K)(1)(H)). 9. ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL COMPLY WITH CALIFORNIA ENERGY CODE SECTION (CENC 150.0(K)(1)(C)). 10. ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICIENCY IN ACCORDANCE WITH TABLE 150.0A PER CENC SECTION 150.0(K)(A) 11. ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL MEET THE FOLLOWING REQUIREMENTS: 11.1. SHALL BE LISTED AS ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY TESTING/RATING LABORATORY. 11.2. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. 11.3. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK. 11.4. ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING. 11.5. SHALL NOT CONTAIN SCREW BASED SOCKETS. 11.6. SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX 8 (JA8), INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2019-E" AS SPECIFIEDIN REFERENCE JA8. 12. FOR FIRE-RESISTIVE WALLS, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING WILL NOT BE REDUCED. 13. RECEPTACLE HEIGHTS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: a. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. b. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. c. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. d. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 14. SWITCH AND CONTROL HEIGHTS: CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION: APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. PLUMBING NOTES: 1. PLUMBING SHOWN IS FOR LOCATION ONLY 2. PLUMBER TO VERIFY LOCATION OF SEWER AND WATER LOCATIONS SHOWN 3. PLUMBING FIXTURE SHALL COMPLY WITH 4.303.1. 4. DOMESTIC HOT WATER SHALL BE INSULATED. PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE OR Ø2". 5. WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. 6. SHOWER THRESHOLD SHALL BE NO LESS THAN 2 INCHES ABOVE THE SHOWER DRAIN. 7. SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3) 8. ALL ROOF DRAINAGE SHALL BE PIPED IN A CLOSED PIPE SYSTEM TO STREET OR APPROVED FACILITY (U.N.O.) 9. ALL SEWER PIPES SHALL BE 4" MIN. DIAMETER UNDERGROUND AND TOILET; 1 1/2" DIAMETER FOR BASIN, BATH AND VENT PIPES - VERIFY SIZE AND MATERIAL TO COMPLY WITH ALL STATE AND LOCAL CODES. 10. 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 1701.1OF THE CALIFORNIA PLUMBING CODE. NOTE: THIS TABLE COMPILES THE DATA IN SECTION , 4.303.1AND IS INCLUDED AS A CONVENIENCE FOR THE USER. 11. FOUR OR MORE WATER CLOSET FIXTURE UNITS WILL REQUIRE A MINIMUM 4” SANITARY SEWER DRAIN BEGINNING AT THE WATER CLOSET AND RUNNING TO THE SEWER MAIN IN THE STREET. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER LATERAL MEETS CAPACITY (REF: 2019 CPC 703.2 AND TABLE 703.2). WHERE DRAIN IS UNDERSIZED, CONTACTOR SHALL UPGRADE MAIN SANITARY SEWER DRAIN TO BE 4” MINIMUM DIAMETER”. MECHANICAL NOTES: 1. BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FOLLOWING . 1.1. ENERGY STAR COMPLIANT 1.2. BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 1.3. BE RATED FOR SOUND AT A MAXIMUM OF 3 SONE. 2. KITCHEN HOOD FAN FLOW OF 100 C.F.M. KITCHEN RANGE HOODS SHALL BE INSTALLED FOR COOKING FACILITIES WITH AN APPROVED FORCED-DRAFT SYSTEM OF VENTILATION VENTED TO THE OUTSIDE OF THE BUILDING. DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF METAL, OR OTHER APPROVED MATERIAL, AND SHALL HAVE SMOOTH INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY SERVE COOKING APPLIANCES. (CMC 504.3; SCMC 15.16.020) 3. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS VENTS, CHIMNEYS, AND PLUMBING VENTS. WHERE A SOURCE OF CONTAMINANT IS LOCATED WITHIN 10 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 3 FEET BELOW THE CONTAMINANT SOURCE. R303.5.1. SMOKE ALARMS CARBON MONOXIDE ALARMS NOTE: 1. THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD-WIRED.(UL 217) 2. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP.(UL 2034) NOTE : G.C. TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. x TABLE-MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE x SHOWER HEADS (RESIDENTIAL) x LAVATORY FAUCETS (RESIDENTIAL) x LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 1.8 GMP @ 80 PSI MAX. 1.2 GPM @ 60 PSI, MIN. 0.8 GPM @ 20 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 FIXTURE TYPE FLOW RATE H P U = CEILING MINI SPLIT INTERIOR CEILING CASSETTE (N) 240V DEDICATED RECEPTACLE FOR CONDENSER 0.5 GPM @ 60 PSI 2 04' 4'8' 1 4" = 1'-0" 3 04' 4'8' 1 4" = 1'-0" FIRST FLOOR PLUMBING/MECHANICAL PLAN PARTIAL SECOND FLOOR PLUMBING/MECHANICAL PLAN4 04' 4'8' 1 4" = 1'-0" (N) MIN 4" EXHAUST FAN VENT. MIN 50 CFM (N) MIN 4" EXHAUST FAN VENT. MIN 50 CFM (N) 120V DEDICATED RECEPTACLE FOR WATER HEATER 7 N.T.S. 1-1/4" 1-1/2' 2" 3" FIXTURE TOILET KITCHEN SINK LAVATORY SHOWER BATHTUB 2'-6" 3'-6" 5'-0" 6'-0" WASTE LINE SIZE 3” MINIMUM 2” MINIMUM 1-1/4” MINIMUM 2” MINIMUM 1-1/2” MINIMUM TRAP ARM PIPE SIZE TRAP TO VENT DISTANCE VENT VENT KITCHEN SINK CLEAN-OUT TOILET LAVATORY SANITARY "T" BATHTUB COMBINATION "Y" AND 1 8 BEND DIRECTION OF FLOW CLEAN-OUT x VERTICAL DRAINAGE LINES CONNECTING WITH HORIZONTAL DRAINAGE LINES SHALL ENTER THROUGH 45 DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. x HORIZONTAL DRAINAGE LINES CONNECTING WITH OTHER HORIZONTAL DRAINAGE LINES SHALL ENTER THROUGH 45 DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. x HORIZONTAL DRAINAGE LINES, CONNECTING WITH A VERTICAL STACK, SHALL ENTER THROUGH 45-DEGREE WYE BRANCHES, 60-DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, SANITARY TEE BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. x HORIZONTAL TRAP ARMS, CONNECTING WITH A VERTICAL STACK OR WASTE, SHALL ENTER THROUGH SANITARY TEE BRANCHES. A TRAP ARM IS THAT PORTION OF A FIXTURE DRAIN BETWEEN A TRAP AND A VENT. SEE TABLE BELOW FOR HORIZONTAL TRAP ARM DISTANCES. THE SIZE OF VENT PIPING SHALL BE DETERMINED FROM ITS LENGTH AND THE TOTAL NUMBER OF FIXTURE UNITS CONNECTED THERETO. IN ADDITION, THE DRAINAGE PIPING OF EACH BUILDING AND EACH CONNECTION TO A PUBLIC SEWER SHALL BE VENTED BY MEANS OF ONE OR MORE VENT PIPES, THE AGGREGATE CROSS-SECTIONAL AREA OF WHICH SHALL NOT BE LESS THAN THAT OF THE LARGEST BUILDING SEWER. TYPICAL PLUMBING WASTE AND VENT SYSTEM5 TYPE OF APPLIANCE ELECTRICAL RANGE (240V) KITCHEN COUNTER TOP SMALL APPLIANCE BRANCH CIRCUIT (120V) COUNTER-MOUNTED ELECTRIC COOKING UNIT (240V) DISHWASHER (120V) GARBAGE DISPOSAL (120V) WALL-MOUNTED ELECTRIC OVEN (240V) MICROWAVE (120V) TRASH COMPACTOR (120V) BRANCH CIRCUIT RATING 50 AMPERES 20 AMPERES 30 AMPERES 15 - 20 AMPERES 15 AMPERES 30 - 40 AMPERES 20 AMPERES 15 AMPERES TYPICAL KITCHEN APPLIANCE BRANCH CIRCUITS SEPARATE CIRCUIT REQUIRED FOR EACH OF THE ABOVE APPLIANCES REFRIGERATOR DI S H W A S H E R , G A R B A G E D I S P O S A L CI R C U I T S U N D E R S I N K SINK PR I M A R Y F L U O R E S C E N T L I G H T I N G x RECEPTACLE OUTLETS ARE REQUIRED AT EACH COUNTER SPACE WIDER THAN 12 IN. SPACED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 IN. FROM A RECEPTACLE. ISLAND AND PENINSULAR TYPE COUNTER TOPS ARE REQUIRED TO HAVE ONE RECEPTACLE FOR EACH 4 FEET OF COUNTER-TOP. COUNTER-TOP OUTLETS ARE REQUIRED TO BE GROUND FAULT CIRCUIT INTERRUPTED (GFCI) PROTECTED. OUTLETS IN THE KITCHEN ARE REQUIRED TO BE DIVIDED BETWEEN TWO 20 AMP. CIRCUITS. PRIMARY TASK LIGHTING IN THE KITCHEN MUST BE FLUORESCENT, HOWEVER; SECONDARY TASK LIGHTING MAY BE INCANDESCENT. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE AND ELECTRIC OVEN. x EXCEPTION: RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE, COUNTER-MOUNTED COOKING UNIT OR SINK IN THE INSTALLATION DESCRIBED IN FIGURE E3901.4.1. [210.52(C)(1) EXCEPTION] FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE N.T.S. 4" DUCTED EXHAUST FAN WITH LED LIGHT, ENERGY STAR, HVI RATED AND UL LISTED, W/ HUMIDITY SENSOR, MIN. OF 50 CFM, MAX. OF 3 SONES. 4" DUCTED EXHAUST FAN, ENERGY STAR, HVI RATED AND UL LISTED, W/ HUMIDITY SENSOR, MIN. OF 50 CFM, MAX. OF 3 SONES. 6 N.T.S. COMPLIANCE x CULUS CERTIFIED TYPE IC SUITABLE FOR DIRECT CONTACT WITH AIR PERMEABLE INSULATION x NOT RECOMMENDED FOR USE IN DIRECT CONTACT WITH SPRAY FOAM INSULATION (REFERENCE NEMA LSD57-2013) x WET LOCATION LISTED AND IP44 INGRESS PROTECTION x AIRTIGHT PER ASTM-E283-04 x SUITABLE FOR USE IN CLOTHES CLOSETS WHEN INSTALLED IN ACCORDANCE WITH THE NEC 410.16 SPACING REQUIREMENTS x EMI/RFI EMISSIONS PER FCC 47CFR PART 15 CONSUMER LIMITS x CONTAINS NO MERCURY OR LEAD AND ROHS COMPLIANT x PHOTOMETRIC TESTING IN ACCORDANCE WITH IES LM-79-08 x LUMEN MAINTENANCE PROJECTIONS IN ACCORDANCE WITH IES LM-80-08 AND TM-21-11 x STATE OF CALIFORNIA TITLE 24 HIGH EFFICACY x LED COMPLIANCE UNDER JA8, REFERENCE MODERNIZED APPLIANCE EFFICIENCY DATABASE SYSTEM (MAEDBS) FOR 2016 JA8 HIGH EFFICACY LIGHTING x ENERGY STAR® CERTIFIED (REFERENCE “CERTIFIED LIGHT FIXTURES” DATABASE) HALO LED LIGHT HLB SERIES (OR APPROVED EQUAL) NEW ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 LOCATION QR CODE: 1908 N Greenleaf St Unit# 24/22/2025 STRUCTURAL CALCULATIONS FOR Peterson Residence AT 1908 Greenleaf Street, Unit 2 Santa Ana, CA 92706 BY Nick Engineering, Inc. 3842 Hendrix Street Irvine, CA 92614 DATE: 07/02/24 1908 N Greenleaf St Unit# 24/22/2025 DESIGN CRITERIA Design Code: CBC 2022, Chapter 16 ASCE 7-22 UNIT LOADS ROOF DEAD LOADS ROOFING = 5.0 PSF PLYW SHTG = 1.5 PSF FRAMING = 3.5 PSF INSULATION = 1.0 PSF CEILING & MISC = 4.0 PSF DEAD LOAD = 15.0 PSF LIVE LOAD = 20.0 PSF (REDUCIBLE PER CBC 2022, CHAPTER 16) TOTAL LOAD = 35.0 PSF FLOOR DEAD LOAD = 12.0 PSF LIVE LOAD = 40.0 PSF TOTAL LOAD = 52.0 PSF 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)795 @ 2"7656 (3.50")Passed (10%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)582 @ 9"2888 Passed (20%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)981 @ 2' 9 1/2"2390 Passed (41%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.033 @ 2' 9 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.059 @ 2' 9 1/2"0.350 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 5' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"349 447 795 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"349 447 795 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 7" o/c Bottom Edge (Lu)5' 7" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 5' 7"N/A 4.9 -- 1 - Uniform (PSF)0 to 5' 7" (Top)8'15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ROOF, HD-1 1 piece(s) 4 x 6 DF No.1 ForteWEB Software Operator Job Notes 7/3/2024 11:51:55 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 File Name: 1908 Greenleaf St Page 1 / 1 1908 N Greenleaf St Unit# 24/22/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1095 @ 0 3281 (1.50")Passed (33%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)816 @ 8 3/4"3045 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1662 @ 3' 1 1/2"3322 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.016 @ 3' 1 1/2"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.064 @ 3' 1 1/2"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Member Length : 6' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"814 250 125 1095 None 2 - Trimmer - DF 1.50"1.50"1.50"814 250 125 1095 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 6.4 ---- 1 - Uniform (PSF)0 to 6' 3"2'12.0 40.0 -FLOOR 2 - Uniform (PSF)0 to 6' 3"2'15.0 -20.0 ROOF 3 - Uniform (PSF)0 to 6' 3"10'20.0 --WALL ABOVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED 2ND FLOOR, HD-2 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 7/3/2024 11:53:57 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 File Name: 1908 Greenleaf St Page 1 / 1 1908 N Greenleaf St Unit# 24/22/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1847 @ 2"7656 (3.50")Passed (24%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)933 @ 10 3/4"3045 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1432 @ 2' 1/2"3322 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 2' 1/2"0.094 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.021 @ 2' 1/2"0.188 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Member Length : 4' 1" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Column - DF 3.50"3.50"1.50"928 735 490 1847 None 2 - Column - DF 3.50"3.50"1.50"928 735 490 1847 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 1" o/c Bottom Edge (Lu)4' 1" o/c • Side loads are assumed to not induce cross-grain tension. Dead Floor Live Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.25)Comments 0 - Self Weight (PLF)0 to 4' 1"N/A 6.4 ---- 1 - Uniform (PSF)0 to 4' 1" (Front)9'12.0 40.0 -FLOOR 2 - Uniform (PSF)0 to 4' 1" (Top)12'15.0 -20.0 ROOF 3 - Uniform (PSF)0 to 4' 1" (Top)8'20.0 --WALL ABOVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED 2ND FLOOR, FB-1 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 7/3/2024 11:57:23 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 File Name: 1908 Greenleaf St Page 1 / 1 1908 N Greenleaf St Unit# 24/22/2025 USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error. USGS web services are now operational so this tool should work as expected. 1908 Greenleaf St, Santa Ana, CA 92706, USA Latitude, Longitude: 33.7621203, -117.8741602 Date 7/2/2024, 5:13:35 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.317 MCER ground motion. (for 0.2 second period) S1 0.469 MCER ground motion. (for 1.0s period) SMS 1.58 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.054 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.556 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.667 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.317 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.418 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.575 Factored deterministic acceleration value. (0.2 second) S1RT 0.469 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.507 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.652 Factored deterministic acceleration value. (Peak Ground Acceleration) 7/2/24, 5:13 PM U.S. Seismic Design Maps https://www.seismicmaps.org 1/3 1908 N Greenleaf St Unit# 24/22/2025 SEISMIC DESIGN V =SDS x 0.7 x 1.3 WD =0.148 WD (R/I) WHERE:SDS =1.054 R =6.5 I =1.00 Grid Line B 230 ft2 210 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.8 K ( 0.012 + 0.02 ) AREA =6.7 K V =0.148 x ( WDR + WD2 ) =1.84 K Grid Line 1 230 ft2 210 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.8 K ( 0.012 + 0.02 ) AREA =6.7 K V =0.148 x ( WDR + WD2 ) =1.84 K WEIGHT OF 2ND FLOOR = WD2 = ROOF TRIB. AREA = 2ND FLOOR TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = 2ND FLOOR TRIB. AREA = WEIGHT OF 2ND FLOOR = WD2 = 1908 N Greenleaf St Unit# 24/22/2025 Grid Line 2 230 ft2 210 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.8 K ( 0.012 + 0.02 ) AREA =6.7 K V =0.148 x ( WDR + WD2 ) =1.84 K 3 ROOF TRIB. AREA = SHEAR FORCE # SHEAR WALL ft WALL LINE UNITS SHEAR plf SHEAR WALL TYPE SHEAR WALL SUMMARY 2ND FLOOR TRIB. AREA = WEIGHT OF ROOF = WD = WEIGHT OF 2ND FLOOR = WD2 = HDU5B184072633 1 1840 7.5 245 3 2 1840 7 263 UPLIFT # 1935 1783 1935 410 410 HDU5 410 HDU5 HOLDOWN TYPE Allowable Shear 1908 N Greenleaf St Unit# 24/22/2025 UP-LIFT (ROOF) WALL @ LINE B 1840 # L = 7 ft 560 8 7 -2103 # 168 # -1935 # <5645 x 0.75 = 4233 # WALL @ LINE 1 1840 # L = 7.5 ft 600 8 7.5 -1963 # 180 # -1783 # <5645 x 0.75 = 4233 # WALL @ LINE 2 1840 # L = 7 ft 560 8 7 -2103 # 168 # -1935 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x4 POST USE HDU5 ON 4x4 POST USE HDU5 ON 4x4 POST 1908 N Greenleaf St Unit# 24/22/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org ACTING CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall June 17, 2024 Also sent via email to: patricepeterson@outlook.com Donald & Patrice Peterson 1908 N Greenleaf Street Santa Ana, CA. 92706 Subject: Address Assignment for a new Accessory Dwelling Unit located at 1908 North Greenleaf Street and (APN: 002-091-09) in Santa Ana, CA Dear Mr. and Mrs. Peterson, 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 Accessory Dwelling Unit located at 1908 North Greenleaf Street and (APN: 002-091- 09). 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 1908 N. Greenleaf Street, Unit 2 To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Reviewed by Jerry Guevara, AICP, Senior Planner Exhibit A – Address Plan 1908 N Greenleaf St Unit# 24/22/2025 Address Letter for 1908 N. Greenleaf Street 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 Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Principal Sergio Verino, Code Enforcement Principal 1908 N Greenleaf St Unit# 24/22/2025 H P U W W W W s s s TWH W W W W W T-1 PETERSON SHEET REV DATE DESCRIPTION 01/23/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . SKETCH FOR REVIEW B 90PD FOR REVIEW PROPERTY ADDRESS: 1908 GREENLEAF ST, SANTA ANA, CA 22706 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 02/08/24 RESIDENCE 04/06/24C 90PD FOR APPROVAL D PER PLANNING CORRECTIONS06/03/24 E PER PLANNING CORRECTIONS06/14/24 TITLE SHEET ZONING: NUMBER OF STORIES: EXISTING FLOOR AREA (PER ASSESSORS): YEAR BUILDING WAS CONSTRUCTED: R1 2 ±2,130 SF APN: LOT AREA: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: FIRE SPRINKLER: PROPOSED ADU FLOOR AREA:±910 SF PROPOSED LOT COVERAGE: -117.93641 SINGLE FAMILY RESIDENTIAL MAIN DWELLING ADDRESS: LATITUDE (NAD83): LONGITUDE (NAD83): TYPE: V-B R-3 NO 1932 00209109 (910+2130+33+72) / 7685= ±%40.9 7,685 SF 1908 GREENLEAF ST, SANTA ANA, CA 22706 ±443 SF ±33 SF PROPOSED BUILDING COVERAGE:±2,489 SF EXISTING FRONT PORCH AREA OF MAIN DWELLING: 0.2 mi DISTANCE TO THE NEAREST BUS TOP AT VIA GREENLEAF + W 17 TH ST. TRANSIT STATION: NEW ADU ADDRESS:1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 34.18280 NOTE: NO WORK WILL BE PERFORMED IN THE RIGHT-OF-WAY. BUILDING INFORMATION:SHEET INDEX: THE CITY OF SANTA ANA CODE COMPLIANCE DESIGN SHALL COMPLY WITH THE 2022 CRC, CBC, CGBSC, CEC, CMC, CPC AND CALIFORNIA ENERGY CODE AS AMENDED BY CITY ORDINANCE. SCOPE OF WORK: GREENLEAF ST 1908 GREENLEAF ST,SANTA ANA, CA 22706 1 SITE PLAN SITE NOT TO SCALE SITE SITE NOT TO SCALE PROPERTY ADDRESS: 08'8' 16' 18" = 1'-0" MAP AERIAL VIEWVICINITY MAP A-2ELEVATIONS , SCHEDULES & DETAILS T-1TITLE SHEET GN-2GENERAL NOTES GN-1GENERAL NOTES U-1 D-2 D-3 A-1FLOOR & ROOF PLANS & SECTIONS D-1DETAILS GN-3GENERAL NOTES UTILITY PLANS & DETAILS DETAILS DETAILS Know what'sbelow.Callbefore you dig. USA North California and Nevada Call Two Working Days Before You Dig! 811 / 800-227-2600 EXISTING GARAGE AREA TO BE CONVERTED: (E) LANDSCAPING.TYP. (E) PORCH (E) DRIVEWAY (E) HARDSCAPING (E) EAVE LINE (E) GATE.TYP. (E) POST.TYP. (E) CMU 6'H BLOCK WALL. TYP. (E) STAIR.TYP. (E) POOL AP P R O X . P / L ± 1 4 5 . 0 0 ' AP P R O X . P / L ± 1 4 5 . 0 0 ' APPROX. P/L ±53.00' APPROX. P/L ±53.00' ADJACENT PROPERTY. NOT IN SCOPE OF WORK. (N) ADU, ±910 SF ADU ADDRESS: 1908 GREENLEAF ST, UNIT 2, SANTA ANA, CA 22706 PROPOSED ADDITION ±4 SF (N) AWNING (N) CONCRETE PAD; RE: STRUCTURAL SHEETS 1. CONVERSION OF (E) GARAGE TO ADU ±910 SQ.FT. 2. ±4 SQ FT. ADDITION 3. NEW 72 SF WOOD PATIO COVER FOR ADU. PROPOSED PATIO COVER AREA FOR ADU:±72 SF PROPERTY OWNER:PATRICE PETERSON, (714)357-7765 PROPOSED FAR:(910+2130) / 7685 = ±%39.5 (E) 1HR FIRE RATED WALL SECTION A 3" MIN (1 1 2" MAX. @ OUT SWINGING DOORS) EXTERIOR CONCRETE SLAB NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/ OR CLEARANCES ON- SITE THAT MAY AFFECT THE PROJECT. ±1132 SF OPEN SPACE TRANSIT MAP PROPOSED ADU FIRST FLOOR AREA:±448 SF PROPOSED ADU SECOND FLOOR AREA:±462 SF FOR EXHIBIT A - ADDRESS PLAN 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 1908 N Greenleaf St Unit# 24/22/2025 Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020 1908 N Greenleaf St Unit# 24/22/2025