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Home My WebLink About2426 N Larchmont Ave & Unit #2 - PlanCITY OF SANTA ANA PROJECT LOCATION PI nni ilding A ency ABBREVIATIONS PROJECT SITE "' N N 8 AND FLRFLOOR PROP. PROPERTY < ANGLE FLG.. FLANGE P.S. PAGKETSLIDER 2426 LARGHMONTH AVE CS:: . i:GN + ASSOCIATES ® AT F.J. FLOOR JOIST P.S.F. POUNDS PER 5QUARE FOOT �d� G.L. CENTER LINE F.N. FACE NAIL P.5.1. POUNDS PER 5QUARE INCH E JO NA DE \y e d G DIAMETER FND. FOUND PT. PAINT / PART E JOANA DE W q % ........ ............ NO EQUAL F.O.B. FAGS OF BRICK P.T.D. PAPER TOWEL DISPENSER AQ # POUND/NUMBER F.O.G. FACE OF CONCRETE PTN. PARTITION T GKk /�rF.O.F. FAGS OF FINISH P.T.R. PAPER TOWEL RECEPTOR INW CHERRY ST O F �NO�N CEA.B. ANCHOR BOLT F.O.H.C. FACE OF HEART CENTER PVC. POLYVINYLCHLORIDE AL NAL tj IL I W W CHERRY ST O G ❑ E, 2 A55 ACRYLONITRILEBUTADIENE F.O.M. FACE OF MASONRY H > > H W TEL: (71 4) 4613-71 63 STYRENE F.O.S. FACE OF STUD Q.T. QUARRY TILE U) Q Q Z > ABV ABOVE F.P. FULL PENETRATION O ~ ~ O QBEECHWO D O Z Z Z Q NGUYENADESIGN/ANTHONY A.G. ASPHALT CONCRETE F.S. FAR 51DE / FIRE SPRINKLER R/RAD. RADIUS Q O O � JST W A/C AIR GONDITIONING FTC. FOOTING R.B. RUBBER BASE 2 2 = BEECHWOO O Z of U ST ACOUS. ACOUSTIC FUT. FUTURE R.D. ROOF DRAIN of Q Q Z THE DRAWINGS, IDEAS, A.T ACOUSTICAL TILE F.V. FIELD VERIFY RDWD. REDWOOD (n O LLLL J J ASPEN ST ARfV13 E MENTS AND A.D. AREA DRAIN REF. REFRIGERATOR a t I CATI❑NS CONTAINED IN IZIADJ. ADJUSTABLE / ADJACENT GA GAUGE REFR. REFERENCE ASPEN ST E SANTA CLARA A E H DOCUMENTS ARE THE A.F.F. ABOVE FINISH FLOOR GALV. GALVANIZED REG. REGULAR PROPERTY AND COPYRIGHT ❑ F AGG AGGREGATE G.B. GRAB BAR REINF. REINFORCE -Date NGUYEN DESIGN + ASSOCIATES ALUM. ALUMINUM G.F.I. GROUND FAULT INTERRUPT READ. REQUIRED AND SHALL NOT BE USED ON ANOD. ANODIZED G.I. GALVANIZED IRON RESIL. RESILIENT E SANTA CLARA AVE ANY OTHER WORK EXCEPT BY APPROX. APPROXIMATE G.I.W.S. &RACE ICE ^ATER SHIELD REV. REVISION VICINITY MAP AGREEMENT WITH NGUYEN ARCH. ARCHITECTURAL GL. GLASS / GLAZING R.H. ROOF HATCH / RIGHT HAND DESIGN + ASSOCIATES. ASPH. ASPHALT G.L. GLUE LAMINATED RH.M.S ROUNDHEAD MACHINE 5GREW N.T.S. WRITTEN DIMENSIONS SHALL G.L.B. GLUE LAMINATED BEAM RH.W.S. ROUNDHEAD WOO SCREW TAKE PREFERENCE OVER SCALED B BIDET GNP. GROUND R.J. ROOF JOIST DIMENSIONS AND SHALL BE BD. BOARD GR. GRADE RM. ROOM DESCRIPTION OF WORK VERIFIED ❑ N THE JOB SITE. BDRY. BOUNDARY GYP. BD. GYPSUM BOARD R.O. ROUGH OPENING ANY DISCREPANCY SHALL BE BITUM. BITUMINOUS R.R. ROOF RAFTER BROUGHT TO THE NOTICE OF BLDG. BUILDING H.B. H05E BIB R.W.L RAIN WATER LEADER NGUYEN DESIGN + ASSOCIATES. OR TO THE BLK. BLOCK H.G. HOLLOW GORE • REFERENCE TO "ADMINISTRATIVE CITATION" TO OBTAIN ORFIANY WORK. COMMENCEMENT BBLOCKING HHANDICAPPED S SINK / SOUTH BMM BEAM HOR. HEADER 50L.BLK SOLID BLOCK BUILDING PERMITS FOR FIRE DAMAGE TO GARAGE. DR. SOT. BOTTOM HDWR. HARDWOOD S.G. SOLID CORE N qj ir #AC 24 1 946a/ CASE# CP24-0 1 445 BRK. BRICK HDWR. HARDWARE S.D. STORM DRAIN/SOAP #AC 242-770a/ CASE# GP24-02956 BRG BEARING HDWR. HARDWARE DISPENSER / SMOKE DETECTOR BRZ BRONZE H.G. HORIZONTAL GRAIN S.A.S. SMOOTH FOUR SIDES B.S. BOTH SIDES HT. HEIGHT SECT. SECTION PROPOSE FOR GARAGE CONVERT INTO NEW ADU UNIT: FESS�p STWN BETWEEN HK. HOOK S.G.D. 5LIDIN6 6LA55 DOOR QRO B.U.R. BUILT-UP ROOFING H.M. HOLLOW METAL SHR. SHOWER • NEW (1) BEDROOM, �� C . B.W. BACK OF WALL H.P. HORIZONTAL SHT. SHEET (MAIN HOU5E) 2426 LARCHMONT A\/E.• NEW (1) FULL BATH, H.P. HIGH POINT SHTG. SHEATHING ♦Z GAH CLEAR ALL HEART HR. HOUR 5HV5. SHELVES • NEW LIVING ROOM, KITCHEN m GARP. CARPET H.S. HIGH STRENGTH SIM. 51MILAR la /26 GAB. CABINET HTG. HEATING 5L. 5LIDING MAIN HOUSE: � G.B. CATCH BASIN H.V.A.C. HEATING, VENTILATION, S.N.P. SANITARY NAPKIN DISPENSER P GEM. CEMENT AIR CONDITIONING SP. SOUNDPROOF (NEY4 APU) 2426 LARICHMONT �9TF c i \F��` G.I. CAST IRON S 4 P SHELF 4 POLE . REPLACE NEW TANKLE55 WATER CAS 09/01 /2025 GIR. CIRCLE I.D. INSIDE DIAMETER SPEC. SPEGIFICATION G.J CONSTRUCTION JOINTS/CEILING I.F. IN51DE FACE 5Q. 5QUARE JOIST/CONTROL JOINTS ININSULATION SQUARE EDGE 5ANTA ANA � CA c12 1 O 6 CONSULTANT: GL CLOSET INT.T. 5/5 INTERIOR 5/5 SERVICE SINK CLG. CEILING INV. INVERT 5.5. 5TAINLE55 STEEL / SINGLE GLKG. GAULKING 5TREN6TH GLR. CLEAR JAN. JANITOR STA. STATION GAH CLEAR ALL HEART J.H. JOIST HANGER STAG. STAGGERED CLS CONCRETE CLOSURE JST. JOIST STD. STANDARD PROPERTY DESCRIPTION G.M.U. CONCRETE MASONRY UNIT JT. JOINT STIR. STIRRUPS � 1 GNTR. CENTER 5%. STEEL v G0. GLEANOUT KIT. KITCHEN STOR. STORAGE N COL. COLUMN K.D. KILN DGENERAL NOTES: IRED STR. STRAIGHT SHEETINDEX: # COMB. COMBINATION K.P. KICK PLATE STRU-T. STRUCTURAL PROPERTY DATA. W } I--- COMP. COMPOSITION SUPPT. SUPPORT O GONG. CONCRETE LAM. LAMINATE SUSP. SUSPENDED 1 THESE DRAWINGS AND/OR THE SPECIFICATIONS 7. IF CONFLICTS BETWEEN VARIOUS ELEMENTS A- 1 COVER SHEET, GENERAL DATA ZONE: R 1 - SINGLE FAMILY RESIDENCE j CONN. GONNEGTION LAV. LAVATORY S.V. SHEET VINYL SHALL BE CONSTRUED TO PERMIT AN (ARCHITECTURAL, STRUCTURAL, MECHANICAL, GONST. CONSTRUCTION L.B. LAG BOLT SYM. SYMMETRICAL / SYMBOL g Uj GONT. CONTINUOUS LG LONG INSTALLATION THAT COULD BE IN VIOLATION OF PLUMBING, ELECTRICAL) OF THE WORK OF THE A-3 (E $ N) SITE PLAN ASSESSOR PARCEL#: 003- 1 00-5 1 Z > CSK. COUNTERSUNK LGTH. LENGTH TB. TACKBOARD THE APPLICABLE CODES, ORDINANCES, DRAWINGS ARE DISCOVERED, THEY SHALL BE .B1562a 0 G.T. CERAMIC TILE L.H. LEFT HAND T. TOWEL BAR REGULATIONS, RESTRICTIONS, ETC. ALL ORK N TRACT - BLK LOT 1 6 G.T.V. GABLE TELEVISION L.L LIVE LOAD T4B TOP AND BOTTOM WBROUGHT TO THE ATTENTION OF THE DESIGNER IN A-4 EXISTING FLOOR PLAN - MAIN DWELLING UNIT 0 G.W. GOLD WATER LP LOW POINT TC. TOP OF CURB PERFORMED UNDER THIS CONTRACTOR/OWNER ACCORDANCE WITH THE CONDITIONS OF THE FLOOD ZONE: X �j r C.I.P CAST IN PLACE LOD. LEASE OUTLINE DRAWING TEL. TELEPHONE SHALL BE IN FULL ACCORDANCE WITH ALL GONTRACTOR/OWNER. A-5 NEW FLOOR PLAN - AMU UNIT r O LT. LIGHT TEMP. TEMPORARY / TEMPERATURE / v DEL. DOUBLE M MILL TEMPERED APPLICABLE CODES, ORDINANCES, REGULATIONS, LOT AREA -1,1 55 5a. FT. W OFT. DETAIL MAT. MATERIAL TER. TERRAZZO RESTRICTIONS, ETC. 5. INSTALL NECESSARY BLOCKING, BACKING, A-7 ELEVATIONS 4 ROOF PLAN D.F. DOUGLAS FIR MAX. MAXIMUM T 4 G TONGUE 4 GROOVE SQUARE FOOTAGES. , DIA. DIAMETER M.S. MACHINE BOLT THK. THICK FRAMING, HANGERS AND OTHER SUPPORT FOR Q04 DIAL. DIAGONAL M.G. MEDICINE CABINET TJ TOOL JOINT 2. THE CONTRAGTOR/OWNER SHALL VERIFY ALL FIXTURES, EQUIPMENT, SHELVING AND CASEWORK, 5-0 STRUCTURAL GENERAL NOTES a V DIM. DIMENSION TN. TOE NAIL [MAIN DWELLING UNIT] DISP. DISPOSAL DISPENSER MED. W O MED. MEDICINE T.O.B. TOP OF BEAM MECHANICAL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE EVEN IF SAID ITEMS ARE NOT SPECIFICALLY / DIV. DIVISION MEMB. MEMBRANE T.O.G. TOP OF CURB DESIGNER OF ANY DISCREPANCIES IMMEDIATELY. INDICATED OR NOTED ON THE PLANS. 5-1 FOUNDATION FRAMING PLAN (E) FLOOR LIVING AREA: 1,325 50. FT. Z ON. DOWN MEZZ. MEZZANINE T.O.D. TOP OF DRAIN DISCREPANCIES BETWEEN FIELD CONDITIONS AND ^, D.O. DITTO MFG. MANUFACTURER T.O.P. TOP OF PLATE DR. DOOR MH. MANHOLE T.0.5. TOP OF STEEL TOP OF SLAB THE DRAWINGS SHALL CAUSE NOTIFICATION OF THE cf. DETAILS SHOWN ON DRAWINGS SHALL BE 5-2 SECTIONS ---------------------------------- w O --N %,z < DWG. DRAWING MIN. MINIMUM T.O.W. TOP OF WALL DESIGNER PRIOR TO MAKING ANY GHANGES IN THE INGORPORATED INTO THE PROJECT AT ALL MCI W N TOTAL LIVING AREA 1,325 5a. FT. Q Z D5 DOWNSPOUT MIR. MIRROR T.P.D. TOILET PAPER DISPENSER SCOPE OF WORK. APPROPRIATE LOCATIONS WHETHER OR NOT D- 1 DETAILS '— ts) D.S. DOUBLE STRENGHT MISG. MISCELLANEOUS TRN TRANSOM D.T. DRAIN TILE M.O. MASONRY OPENING T.S. TUBE STEEL / TOP SET SPECIALLY REFERENCED AT EACH LOCATION. N DW. DISHWASHER .D. T.S.0TOILET SEAT COVER DISPENSER O MOD. MODULAR 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL D-2 DETAILS � � is) DWR. DRAWER M.T. METAL THRESHOLD T.V. TELEVISION [GARAGE CONVERT INTO ADU UNIT] M--� _ MTL. METAL TYP. TYPICAL HAVE PRECEDENCE OVER SGALED DIMENSIONS. 10. GHANGES TO THE APPROVED DRAWINGS AND E EAST THE GONTRAGTOR/OWNER SHALL VERIFY AND BE SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A-2.1 2022 GAL GREEN BUILDING STANDARD (SHEET 1) 7— (E) EXISTING (N) NEW UG. UNDERCUT (N) FLOOR LIVING AREA: 407 Sa. FT. EA. EACH N NORTH / NO / NONE UNF. UNFINISHED RESPONSIBLE FOR ALL DIMENSIONS AND A GHANGE ORDER APPROVED BY THE DESIGNER. E.B. EXPANSION BOLT NAT. NATURAL U.N.o UNLESS NOTED OTHERWISE CONDITIONS ON THE JOB AND THE DESIGNER MUST A-2.2 2022 GAL GREEN BUILDING STANDARD (SHEET 2) ------------------------------ ---- L E.E. EASED EDGES NEE. NO EASED EDGES U.O.N. UNLESS OTHERWISE NOTED `� 4Ll IS E.F. EXHAUST FAN / EACH FACE N.I.G. NOT IN CONTRACT UK. URINAL BE NOTIFIED OF ANY VARIATIONS FROM THE 11. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR TOTAL LIVING AREA ELEV. ELEVATION NO. NUMBER DIMENSIONS AND CONDITIONS SHOWC N BY THESE PASSAGE OF PIPING, ELETRICAL CONDUIT, T-24 TITLE 24 407 Sa. FT. O Z ELECT. ELECTRICAL NOM. NOMINAL VAG. VACUUM DRAWINGS. DUCTWORK AND OTHER MATERIALS THAT WOULD ENCL. ENCLOSURE N.S. NEAR SIDE V.G.T. VINYL COMP051TION TILE T- 2 4 TITLE 2 4 ENG. ENGINEER N.T.S. NOT TO SCALE VERT. VERTICAL REDUCE THE 5TREN67H OF MASONRY OR EQ. EQUAL VEST. VESTIBULE 4. PLAN DIMENSIONS SHOWN FOR NEW CONCRETE WALLS OR FOOTINGS OR FRAMING 15 LOT COVERAGE: EQUIP. EQUIPMENT O OVEN V.G. VERTICALAIN CONSTRUCTION ARE TAKEN TO FACE OF STUD OR NOT PERMITTED UNLE55 THE WORK 15 DONE IN A-6 ELECTRICAL PLAN EQUIV. EQUIVALENT O/ OVER V.I.F. VERIFYYININ FIELD TOTAL LOT COVERAGE 1 ,7 5 2 5Q. FT. E.S. EACH SIDE OA OVERALL Y.L. VERIFY LOCATION FACE OF CONCRETE EXCEPT DIMENSIONS WHIGH ACCORDANCE WITH THE STANDARD DETAILS E.W. EACH WAY 055 OBSCURE V.R. VERIFY REQUIREMENT A EXH. EXHAUST O.G. ON CENTER V.T. VINYL TILE ARE NOTED OTHERWISE. SHOWN ON THE STRUCTURAL DRAWINGS. THIS EXP. EXPANSION O.D. OUTSIDE DIAMETER V.T.R. VENT THRU ROOF WORK MUST BE APPROVED BY THE PROJECT ---------------------------------- EXT. EXTERIOR OF OVERFLOW V.W.G. VINTL WALLGOVERING 5. HEIGHTS SHOWNOTES -CITY OF SANTA ANA: N OR NOTED A.F.F. (ABOVE FINISHED INSPECTOR PRIOR TO CLOSING IN OR CASTING. LOT COVERAGE % (55% MAX.): 24.1 �I% O.F. OUTSIDE FACE COVER SHEET F. FACE OFF. OFFICE FLOOR) ARE TO BE MEASURED FROM TOP OF REFER TO STANDARD STRUCTURAL DETAILS AND F.A. FIRE ALARM OPNG. OPENING W WEST (ADU / 5FD 5F): 407 5F / 1,525 SF = 30.7 1 NOTE: GENERAL DATA FINISHED FLOORING MATERIAL. EXCEPTION: AT SPECIFICATIONS FOR THE RELATIONSHIP OF F.B.O. FURNISHED OTHERS OFF. OPPOSITE IN/ INITHING. WATER CLOSET AREAS THAT RECEIVE CARPET OR RESILIENT UNDERGROUND CONDUIT AND PIPING TO THESE CALCULATIONS ARE FOR DESIGNER USE F.E. FIRE EXTINGUIUI SHER riv. WOOD F.E.G. FIRE EXTINGUISHER CABINET P PAINT FLOORING, HEIGHTS ARE TO BE MEASURED FROM FOUNDATIONS, OPENINGS, PIPING IN FRAMED WALL, THE ADU SF / SFD SF RATIO 15 FOR PARK $ REG FEE PURPOSE ONLY AND ARE NOT INTENDED FOR USE BY OTHERS. F.F. FIN15H FLOOR / FACTORY FIN15H PAN. PANEL WIN. WINDOW ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF" F.G. FLAT GRAIN / FIN15H GRADE P.B. PROTECTION BOARD W.H. WATER HEATER TOP OF CONCRETE SLAB. AND OTHER SPECIAL CONDITIONS DESIGNED FOR OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF FGL FIBER61-A55 P.B.W.L. PAPER BACKED WIRE LATH W/O WITHOUT THIS PROJECT. F.H.G. FIRE HOSE CABINET P.G.F. POUNDS PER CUBIC FOOT INF. WATERPROOF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR LEGAL JURISDICTION. W.R. WATER RESISTANT 6. THE CONTRACTOR/OWNER SHALL STUDY AND DRAKNO TITLE: PH.M.S. FLATHEAD MACHINE SCREW FL. PERFORATED y.�.R.B. WATER RE515TIVE BARRIER COMPARE ALL DRAWINGS AND SHALL REPORT 5F" OF THE EXISTING RESIDENCE. CITY OF SANTA ANA, CALIFORNIA F.H.S. FIRE HOSE STATION PL. PLATE FH.W.S. FLATHEAD WOOD 5GREW P.L. PROPERTY LINE WT. WEIGHT ANY DISCREPANCIES OR INCONSISTENCIES TO THE FIN. FINISH PLAIT. PLASTER W.W.F. WELDED WIRE FABRIC FIXT. FIXTURE P.L.F. POUNDS PER LINEAL FOOT DESIGNER BEFORE COMMENCING WORK IN THAT o F.L. FLOOR LINE PLYWD. PLYWOOD AREA. rovem APPLICABLE CODES: FOR ALL BELOW Y YES PLAN CHECK: FL FLOW LINE P.M.F. PRESSED METAL FRAME p 2022 CALIFORNIA BUILDING GORE (GBG) YD. YARD o ea P&K Research Santa Ana FLASH. FLASHING 0 PR. PAIR E c w r J z 2022 CALIFORNIA RESIDENTIAL GORE (CRG) FLAN GHEGK# 1 O 1 123252 E Joana Dr 2022 CALIFORNIA MECHANICAL CODE (CMG) PROJECT DIRECTORY: 2022 CALIFORNIA PLUMBING CODE (CPC) CSC# 450461 3 2022 CALIFORNIA FIRE GORE 2426 Larchmont Avenue O 2022 CALIFORNIA ELECTRICAL GORE (GEC) d REVISIONS: DATE California Motors 2022 BUILDING ENERGY EFFICIENCY STANDARDS OWNER: SAUL ROMAN DESIGNER: ANTHONY NGUYEN CIVIL HUE C. LIU C -6 6 7 5 4 •v a Direct - Santa Ana oa- 1 1 -2025 fa' Cherry St o usea cat 2022 CALIFORNIA ENERGY CODE (TITLE 24, PART6) 2426 LARCHMONT AVE. (MAIN HOUSE) 1 1 25 1 WESTMINSTER AVE. ENGINEER: 1 0732 LA BATISTA AVE., d en � - 2022 CALIFORNIA GREEN BUILDING STANDARDS 0 2426 LARCHMONT AVE. UNIT #2 (NEW ADU) GARDEN GROVE, GA C12545 FOUNTAIN VALLEY, GA 92-105 a' a' •r LL, v, COPE (CALGREEN) oq-o1-2025 SANTA ANA, GA 9210 6 E E !J z SANTA ANA MUNICIPAL GODS 3 TEL: (7 1 4) 465-7 1 65 TEL: (7 1 4) 679-9756 Y = t TEL: (7 1 4) 4 7 2-600 1 EMAIL: NGUYEN.ADESIGN@YAHOO.GOM o LL Beechwood St '° RESIDENTIAL DWELLINGS: EMAIL: ROMANSAUL@HOTMAIL.COM 4. 0 a' c Aspen St Santa Ana F `1 CONSTRUCTION TYPE: V-B DRAWN BY: ANTHONY NGUYEN 1 : o Station OCCUPANCY GROUP: R-5/ U SCALE: AS NOTED TITLE 24 DUG PHAM >• Aspen St c NUMBER OF STORY: 01 •rir�M��isa::UC:1:!r�rYv ��*00000LELriiiila raZA4e FIRE SPRINKLER: NO DATE: 09-0 1 -2025 ENERGY 1 6 6 9 1 MYTINGER LN., 1C m n MAIN DWELLING UNIT- BLDG HEIGHT: EXISTING PROJECT NO: N2403 103 CONSULTANT: HUNTINGTONBEACH,GA C1264-1 U. Grand -Santa Clara NUMBER OF STORY: 0 1 SHEET NO. 0 1 OF 15 SHEETS 1/2 MILE OF E Santa Clara Ave TEL: (7 1 4) 7 1 7 -6 ci 7 6 � Claud's Doggy FIRE SPRINKLER: NO PUBLIC TRANSIT Pool DayCare 9 Trinity Law School ADU UNIT- BUILDING HEIGHT: EXISTING SCALE: N.T.S. o U A�l E Avalon Ave — E Buffalo Ave -' (E) RESIPENGE 9 9 PROPERTY LINE 6 5.0 -7' 10" I W z w Q ' k1 I LU w UJ V z Q 0-1 (E) RESIDENCE 06 a q PROPERTY LINE 6 5.0 -7' -- -- -- -- -- -- -- -- -- -- -- w o4 Ali I �v ry� I I I di LJ r-mL.'v IJ/C ewi FOR THE ENCLOSURE S� TANKLE55 WATER HEATER. MATCHING EXTERIOR MATERIALS, NO EXPOSED METAL No BOXES. .. 0 S� DO0 5 L I �--- �S/' a � S< 5 ( SWIMMING 9 I I I I I I NOTES I GRG APPENDIX AX SWIMMING POOL SAFETY ACT 1 1 5 9 2 1 ' AS USED IN THIS ARTICLE THE FOLLOWING I TERMS HAVE THE FOLLOWING MEANIN05: C) "ENCLOSURE" MEANS A FENCE, WALL OR OTHER BARRIER THATI50LATE5 A SWIMMING POOL FROM ACCESS TO THE HOME. D) "APPROVED SAFETY POOL COVER" MEANS A MANUALLY OR POWER -OPERATED SAFETY POOL COVER THAT MEETS ALL OF THE PERFORMANCE 5TANDARD5 OF THE AMERICAN 50CIF-TY FOR TESTING AND MATERIALS (A5TM), IN COMPLIANCE WITH STANDARD F 1 346-G 1. I to I I —ILI I- Lu O q to N I E m Iz Q L _ 13� J �3:12 3:12� MAII (E) Lu N W m Io - l.0 5:1.2 6 � 1 N � 6 5 I I I I I I m 2 5 2 6 1 w I I I I I I I w 7�( PROPERTY LINE 65.0-7' 1 II 2 ------------------------ iu O W I � o � m � 0 L�RGHMONT_ PAYE - --(i: NOTES - CITY OF SANTA ANA: AS THE OWNER AND APPLICANT, WE ARE RESPONSIBLE FOR VERIFYING ALL EXI5TING (N) SITE/ ROOF PLAN UTILITY EASEMENTS AND /OR CLEARANCE SCALE: 1 /5" = 1'-0" ON-51TE THAT MAY AFFECT THE PROJECT. CITY OF SANTA ANA PI ni,and ilding A ency N U N NOTES: v CYE; i-GN + ASSOCIATES EXISTING AREA................ Ao e d ............... NEW PROPOSED AREA F(D Pr, ER&MK CE GRA55 TEL: (714) 46B-71 63 ° CONCRETE WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY TREE/PLANTER THE DRAWINGS, IDEAS, REAR YARD OPEN SPACE Ma ` ARGEMENTS AND I ICATI❑NS CONTAINED IN H E.D❑CUMENTS ARE THE ON 51TE PROVIDE 5%DRAINAGE PROPERTY AND COPYRIGHT OF AROUND/AWAY FROM FRONT GARAGE Dal e NGUYEN DESIGN + ASSOCIATES BUILDING FOR A MINIMUM P15TANCE OF 10 AND SHALL NOT BE USED ON FT. ALTERNATELY, SWALES WITH SLOPE ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN OF 2010 SHALL BE LOCATED WITHIN 10 FT OF BUILDING FOUNDATION, THEN 1%TO WRITTEN DIMENSIONS SHALL FRONT PROPERTY LINE [GRG R401 .31 TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. SITE PLAN NOTES: EXISTING 51DEWALK EXI5TING GRASS EXISTING 6" CURB (TYP.) ® EXISTING CONCRETE/ DRIVEWAY EXISTING CONCRETE/ WALKWAY © EXISTING PLANTER EXISTING TREE ® EXISTING WATER TRENCH EXISTING 6-0" HT. BLOCK WALL (� EXISTING FENCE/ BLOCK & GATE DOOR 1 1 EXISTING WATER METER EX15TINO AMP PANEL EXISTING GAS METER L[} EXISTING WATER HEATER EXI5TING AG CONDENSER EXISTING POWER POLE EXISTING POWER LINE EXISTING H05E BIBB (HB) EXISTING FIRE HYDRANT EXISTING FLOOR ACCE55 EXISTING POOL EQUIPMENTS EX15TINO AG CONDENSER RELOCATED (N) NEW TANKLE55 WATER HEATER NEW MINI -SPLIT AG CONDENSER SITE PLAN NOTES: 1. ALL INFORMATION 5HOWN ON THE DRAWIN65 15 GIVEN AS THE BEST PRESENT KNOWLEDGE AND PERFORMED WITHIN GENERALLY ACCEPTED ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWIN65, THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT THE PROPER REVISIONS MAY BE MADE. 2. ESTABLISHMENT OF CONTOUR: CONTOURING 15 THE GRAPHICAL REPRESENTATION OF CONSTANT ELEVATION LINES THAT ARE INTERPOLATED OR EXTRAPOLATED BETWEEN ACTUAL FIELD MEASURED ELEVATIONS OR MAP ELEVATION5, AND SHOULD NOT BE INTERPRETED AS PRECI5E GROUND CONDITIONS, ONLY AN INFINITE NUMBER OF FIELD MEA5UREMENT5 WOULD REPRESENT SUCH PRECI5E CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. THE NUMBER OF SUCH FIELD MEASUREMENTS ARE THEREFORE LIMITED TO THE SCOPE AND INTENT OF THE RE5ULTIN6 MAP. 3. THE BOUNDARY SHOWN HEREON HAS BEEN ESTABLISHED BASED ON THE RECORD DATA. QROFESS/p� C . m da /26 9TF OF CAO 09/01 /2025 CONSULTANT: IN 04 F� WUl " UO�� 04 z W L7A�oT %J Lu dw�Q � Z �Lu O ` v EXISTING & NEW SITE PLAN DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 C56# 4504613 REVISIONS: DATE Z1 OS- 1 1 -2025 Z� 09-0 1 -2025 0 DRAWN BY: ANTHONY NGUYEN 5GALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 04 OF 15 SHEETS CITY OF SANTA ANA m In E) 1 AR GARAGE (E) HT. � I I I IF l as b� F ma 20'-2" A 0 Xp o� WQ I � 0 (F) (F) d'n"xS'n" (P) NnTF.;�- REFERENCE TO "ADMINISTRATIVE CITATION" TO OBTAIN BUILDING PERMIT5 FOR FIRE DAMA6E TO 6AeRA (5E. #ABC 24 1 946a/ CASE# GP24-0 1 445 #ArC 242-7 -70a/ CA5E# GP24-02936 FIRE DAMA6E REPAIR ENTIRE AREA FOR 6ARA &E CONVERT INTO NEW /VDU. (E) MAIN FRONT HOUSE - [MAIN DWELLING UNIT] EXISTING FLOOR PLAN SCALE: 1 /4" = 1 '-O" '.R a LEGEND EXISTING WALL TO REMAIN NEW WALL F ELECTRICAL LEGEND I Ma 1. EXI5TING MAIN HOUSE FLOOR PLAN WILL IF ENTAIL e THE SAME (NO CHANGE). 2. EXISTING MAIN HOUSE WITH SMOKE DETEG OR BATTERY (INTER -CONNECTED) $ CARBO MONOXIDE DETECTORS (CRC, R3 1 5) SECTIONS R315.1 $ R3 15.2 (FIELD VERIFY FOR LOCATION) SMOKE DETECTOR BATTERY ®SD (INTER -CONNECTED) CARBON MONOXIDE DETECTORS ®GO (GRG R3 1 5) 5EGTION5 R5 15.1 4 R3 15.2 ni,ana t& iiaing H ency NCjU&iEN v C7i N + ASSOCIATES Ao e d ................ ...................... ............... ..... 4 ---- l 'G�W❑VE,•CAUMN CE TEL: (714) 46B-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, AR V��IGEMENTS AND 1'r I .1CATI❑NS CONTAINED IN H END❑CUMENTS ARE THE PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. QROFESS/p� C . m � m da /26 9TF OF CAL\F 09/01 /2025 CONSULTANT: V N W # ul O } Z uj Z } a < o w� �oT N H < W O ry N < Lu N < o-�ts) ICI _ W z Q K Lu O z [MAIN DWELLING UNIT] EXISTING FLOOR PLAN DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 1 23252 C56# 4504613 REV1510N5: DATE Z1 OS- 1 1 -2025 Z� 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 05 OF 15 SHEETS A�4 1 20'-2" 1 2'- 1 1-14OUR FIRE RATED 5TG-50 06 02 SOUND RATED PARTY WALL D-2 D-2 YNIR 3242, THGK. 5 3/8", (N) 4'0"X4'0" A PROX. WEIGHT •7 PSF SLD YiD _ is 3O"• 2'_ X MIN.- -,(N) BEDROOM .'1 GL. HT. 1 -HOUR FIRE RATED 7G-5 PO2 SOUND RATED PART WAL WP 3242, THGK. 5 3/ D-2 f• ) 2'6"X6'6" • W APPROX. WEIGHT 7 P F///4////4777777777777777 : .• (V0N)mlm J. D . . 1 wV •... '•' � �� jT\G � � • � D- 1 •'.•, � _�• '� 'I a .� CMG R86t�f.1 �. z AA (E)' 81-0" CL. HT.'. 5-2 � O.1 •1 /'2".MAX..• .. 'Z . w • N' . PER R3 1' L70_�'. 3;1 = z :Zp N) 50"XV 1/2„ Lu (N) 3'0"X3'O" LD WD z Q Z SLD WD J � �o m J (V R31 1.3.1 (N) GONG. L 4,NPINO 2'-2" 9'-O" 6'-2" 2'- 1 0" MIN. 1 0" RUN. R51 1 .7.5 20'-2" ICool z I0 �I . Ll mQN O�N ry Q •X�� •O N z tu (N) TA WH a� N O N Fall A T!1 TT C'1 . REFERENCE TO "ADMINISTRATIVE CITATION" TO OBTAIN BUILDING PERMITS FOR FIRE DAMAGE TO GARAGE. #AG 24 1 946a/ CASE# GP24-0 1 445 #AG 242-170a/ GASE# GP24-02936 FIRE DAMAGE REPAIR ENTIRE AREA FOR GARAGE GONVERT INTO NEW ADU. GARAGE CONVERT INTO ADU IP zJ AA 5-2 40 -7 5a. FT. O N NOTES: E121 B (N) TANKLESS WH 1 99,900 BTU (4'-O" MIN. ® SEPARATE FROM NH VENT TO WINDOW5.) NOT PROVIDE SHALL VENT THRU ROOF. (CMG 802.8) MANUFACTURE: RHEEM MODEL: ECOH2OOXLN- 1 (OUTDOOR) ENERGY FACTOR: OA 3 GAS: NATURAL (E) MAIN FRONT HOUSE - TO REMAIN - NO CHANGE I 1 3'- 1 " (E) 4'O"X2'0" 5LD WD -I I LZE D/W SINK I I (I-) AMP PANEL I = /2 1/2" LI -- I I 1\ J REF Lu > r----� Qz II �W 0o I I Imp I I 5- 1 " .9mr*0 1 4'- 1 " (E) AG b„ CONDENSER ) 24X36 FLR (N) TANKLE55 RELOCATE (N) ACCESS A WH :RC R408.4) - - -1 1��Di 1-1 / I (E) 2'0"X3'0" 5LD (E) 60" 68" 5LD x WD OBSCURED TEMP 6 ASS DR TEMP GLASS 2'O"X2'O" SC OBSCURED =MP GLASS 0 (E) BATH #2 (E) BEDROOM #3 (E) 8'-0" GL. HT. [GARAGE CONVERT INTO ADU UNIT] NEW FLOOR PLAN SCALE: 1 /4" = 1'-0" ADU- NEW GAS LINE CALCULATIONS: GPG 2022 TABLE 1 2-5 $ 1 2 1 5 LEGEND " VERIFY @ 51ZE AND PROVIDED. EQUIPMENT BTU RANGE, FREESTANDING 65,000 CLOTHES DRYER, TYPE 1 55,000 EXI5TING WALL TO REMAIN NEW WALL CITY OF SANTA ANA PI nni ilding A ency N U""""E'N v C7i ::GN + ASSOCIATES 'y e d ............... ....... `mr-"R F(D G�❑VE,•CAUMN CE TEL: (714) 46B-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY NOTES: Ma ` THE DRAWINGS, IDEAS, ARGEMENTS AND I ICATI❑NS CONTAINED IN 1. EMERGENCY EORE55 AND RESCUE OPENI H END❑CUMENTS ARE THE PROPERTY AND COPYRIGHT ❑ F TOTAL 100,000 / 1,100 AT ALL BEDROOMS OR ROOMS USED FO a e NGUYEN DESIGN + ASSOCIATES = 9 1 GFH 5LEEPIN6 SHALL HAVE EMERGENCY RES UE AND SHALL NOT BE USED ON WINDOWS OR DOORS MEETING ALL OF TH FOLLOWING: ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN QUICK GA5 DISCONNECT FOR ALL EQUIPMENTS. GRG 202 2 SEC. R5 10 WRITTEN DIMENSIONS SHALL A. THE MINIMUM NET CLEAR OPENING OF 5.7 5F. TAKE PREFERENCE OVER SCALED GAS MATERIAL IS POLYETHYLENE PIPE (OUTSIDE). AND 5.0 5F. AT GRADE LEVEL. B. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS AND SHALL BE VERIFIED ❑ N THE JOB SITE. GAS MATERIAL IS HARD BLACK PIPE (INSIDE). SHALL BE 24INCHES. C. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT PROVIDE 1 INCHES GA5 LINE 1 24 INCHES DEPTH. D. THE MAXIMUM WINDOW SILL HEIGHT OF 44 OF ANY WORK. ADU - NEW WATER LINE CALCULATIONS: CPC 2022 TABLE 6 10.3 $ 610.4 NAMED FIXTURES QTY. TOTAL FIXTURES CLOTHES 4.0 1 4.0 WASHER DISHWASHER 1.5 1 1.5 KITCHEN SINK 1.5 1 1.5 LAVATORY 1.0 1 1.0 SHOWER 2.0 1 2.0 WATER 2.5 1 2.5 CLOSET TOTAL 6 12.5 WATER MATERIAL IS PVC PIPE (OUTSIDE & INSIDE). OR/ WATER MATERIAL 15 PVC PIPE (OUTSIDE). WATER MATERIAL 15 PEX PIPE (INSIDE). PROVIDE 1 INCHES WATER LINE & 24 IN. DEPTH. INCHES ABOVE FLOOR. E. THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 7 2 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. (R5 1 2.2) 2. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUB WITH SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THAN 6 FEET ABOVE FLOOR. (R307.2) 5. CEMENT, FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, 6LA55 MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. .A - A <5 SHOWER AND TUB -SHOWER VALVES REQUIRED. 5. PER BUILDING POLICY, WHERE FEASIBLE, AND A5 DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE -GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND. 6. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22" X 30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT 15 NOT ALLOWED WITHIN A SMALL CL05ET SPACE. (R807 .1) 7. ALL NEW WINDOWS INCLUDING: U-FACTOR5 = 0.5 $ 5146C = 0.25 ALL NEW WINDOW5 AND DOORS SHALL HAVE A LABEL INDIGATIN6 THE U-FACTOR AND 5116G. COMPLY WITH ENERGY DOCUMENTATION REQ'S 8. A DRYER COMPARTMENT SHALL BE PROVIDE WITH A MINIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR BY OTHER APPROVED MEANS. (CMG 504.5.2) IVT Ti`CrYDIC Al / UT TTA/FRllVC / MECHANICAL NOTES: 1. ALL BATHROOM OUTLETS AND KITCHEN OUTLETS TO BE 42" HIGH FROM FINISH FLOOR. 2. KITGHEN ISLAND OUTLET TO BE 30" HIGH FROM FINISH FLOOR. 5. BATHROOMS AND ROOMS GONTAININ6 A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE LIGHT FIXTURE WITH AN EFFICIENCY OF NOT LE55 THAN 40 LUMENS PER WATT (FLUORESCENT). 4. ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT SET BACK THE THERMOSTAT SET POINTS AT LEAST 2 PERIODS WITHIN 24 HOURS. (GEG 1 500)) 5. ALL BRANCH CIRCUITS THAT SUPPLY 1 25 VOLT, 51N6LE PHASE, 15 AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS EVENT ROOMS SHALL BE PROTECTED BY COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER(5). GEC. 2 10.12. REQUIREMENT 15 FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS. 6. PROVIDE 5.5 INCH GLEAN OUT, BASED ON 4 INCH 501L PIPE 15 INCHES FROM FOUNDATION AND EXTEND ABOVE GRADE. GPG 20 1 4 SECTION 707.1 O AND 7 1 9.3. 7. ALL DUCT WORK INSTALLED WITH A COMBINED LENGTH OF 40 FEET OR GREATER SHALL BE REQUIRED TO MEET PACKAGE D, REQUIRE A HERS RATIER, AND SUBMIT A GH-6R. 8. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER 51MILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 GFM EXHAUSTED DIRECTLY TO THE OUTSIDE. (R303.3) 9. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A 5HOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONAB50RBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN 6 FEET ABOVE THE FLOOR (CRC R507.2). 10. DUCTS PENETRATING SEPARATION SHALL BE MINIMUM 0.0 1 G INCH SHEET STEEL AND SHALL HAVE NO OPENIN65 INTO THE GARAGE. NOTES: FOR MORE INFORMATION PLEASE SEE GAL GREEN BUILDING STANDARD GORE (A-2. 1 $ A-2.2 SHEETS) QROF E^SS IOAn ,, G/ C 9 jrCML-j\ /01 /2025 GON51JILTANT: IN E F� W " Ul UO�� z W L7A�o� Z��z� ul tD dw<Q � Z �Ul O ` v [ADU UNIT] NEW FLOOR PLAN DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 G56# 4504613 REVISIONS: DATE Z1 OS- 1 1 -2025 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 06 OF 15 5HEET5 CITY OF SANTA ANA PI ELEVATION NOTES: 1. (E) ROOF MATERIAL $ COLOR 2. (E) STUCCO $ COLOR 5. (E) 2X FASCIA BOARD 4. (1-) G.I. 5TUGCO WEEP 5GREED 5. (E) GLAZE WINDOW C 6. (N) HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM r THE STREET 7. (N) WINDOW, PRE-FAB WHITE STYLE LINE SERIES ALUM. FRAME DUAL GLAZED WINDOW (LOW-E) BY (JELD-WEN®) (PROPOSE WINDOWS WITH GRID INSERTS AND MATGHING 1 2 A B WINDOW TRIM OF THE MAIN HOUSE.) 5. (N) 1 2X24, 22 GA. G.I. METAL DORMER VENT, PRIMED 8 PAINTED TWO GOATS, COLOR TO MATCH ROOF TILE Ma NOTE: OPENINGS SHALL HAVE GORRO51ON-RESISTANT �g.22 WIRE MESH OR OTHER APPROVED MATERIAL WITH 1 / 1 6 1 Da IN. MINIMUM AND 1 /4 IN. MAXIMUM OPENING. 8 1 3 1 3 8 9. (N) EXTERIOR LIGHT FIXTURE, "PROGRESS LIGHTING" WELBOURNE COLLECTION #P5652-5 1 TEXTURE BLACK ONE -LIGHT CAST POST LANTERN 10. (N) AG CONDENSER 11. (N) DRYER EXHAUST DUCT PROVIDE 4" O VENT THROUGH 0.5.A MAX. OF (2) 90° BEND5. 12 12 12 12 NOTES: 3 F__ 3 _ _ _ T.O. ROOF 3 3 _ _ _ T.O. ROOF THE MAXIMUM LENGTH OF A DRYER VENT 15 14 FEET WITH 2 ELBOWS (90°). TWO FEET SHALL BE DEGREASED FOR EACH BEND MORE THAN TWO, UNLF-55 APPROVED BY mt�� THE BUILDING OFFICIAL. [CMG 504.3.2.21 12. (N) STUCCO TO MATCH EXISTING TO BE A MINIMUM OF ONE - - - T.O. PLATE I I I I I I I I I I I I I I I I I I I 1 1 r - - - T.O. PLATE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH A5TM D 226 FOR TYPE 1 FELT SHALL BE APPLIED OVER STUDS OF ALL EXTERIOR 1 O" 1 0" WALLS. 5PEGIFY THAT TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE 5HEATHING. [CRC R703.21 3 - 5-2" w w 15. (N) G.I. STUCCO WEEP 5GREED TO MATCH EXISTING v v 14. (N) TANKLE55 WATER HEATER (N) 5'O"X 3'O" (N) 3'0" 3'0" O O SILD WD (TYP.) 5LD WD Q Q 03 FLA5HIN C D- 1 DR OPENING T.O. FIN FLR. T.O. FIN FLR. T.O. F. GRADE (N) 3'0"X6',5" T.O. F. GRADE DR (N) ATTIC VENTILATION: 22 12 13 Fq 4 7 2 4 2 REQUIRED: 407 5F. / 150 5F. = 2.71 5F. VENT. PROVIDED: (3) - 24" (0.9 9 5F) DORMER VENTS EA. VENT: 3 X 0.9 9 = 2.9 7 5F. VENTILATION TOTAL PROVIDE: 2.97 5F. VENTILATION FRONT (EAST) ELEVATION LEFT (SOUTH) ELEVATION OPENINGS SHALL HAVE GORRO5I0N-RE5ISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1 / 16 IN. MINIMUM SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" AND 1 /4 IN. MAXIMUM OPENING. 2 1 B 22 1 A 1 3 8 8 1 3 2 T 12 12 12 12 3 F 3 - - - T.O. ROOF 3 F 3 - - - T.O. ROOF zli 51;"" �11 S11 ,,,,1 171 I I I I I I lei I I I I I I , 1 1 T.O. PLATE 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 T7 T.O. PLATE FLASHING @ 02 m WD OPENING D- 1 (TYP.) 1 E33: RESCUE/ 04 EGRESS WD D- 1 _ J v u1 (N) 2'0"X2'0" 5LD _ -A v UA 43:12 A (N) 4'0" VO" O (N 3'0"X3'0" ND OB5GURED TEMP 6LA55 (3CV I 5LD YVD c� Q 5L YVD Q I 22 T.O. FIN FLR — T.O. FIN FLR. T.O. F. GRADE T.O. F. GRADE 4 2 _ 9 4 2 14 1 1 10 NOTES: PROVIDE AN ENCLOSURE FOR THE TANKLE55 [GARAGE CONVERT INTO ADU] WATER HEATER. MATGHING EXTERIOR REAR (WEST) ELEVATION MATERIALS, NO EXPOSED METAL BOXES. RIGHT (NORTH) ELEVATION ROOF PLAN SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" SCALE: 1 /5" = 1'-0" 11 N ni,ana t& iiaing HI v C7i ::GN + ASSOCIATES Aop,jqved � T pG R&4❑ V E ,• 5$2_VK' TEL: (714) 46B-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, AR�DEMENTS AND VII IONS CONTAINED IN HDOCUMENTS ARE THE PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. QROFESS/0' C . m da /26 9TF' CA��F�� 09/01/2025 CONSULTANT: W # W � Ul O > Z 4 Z uj } a 0 < O U Z N W O ry N < Lu N < ICI _ W z Q K Lu O z ELEVATIONS & ROOF PLAN DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 G56# 4504613 REV1510N5: DATE Z1 OS- 1 1 -2025 U 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN 5GALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 05 OF 15 SHEETS ency I CMS CITY OF SANTA ANA GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA RESIDENTIAL GORES AND ALL AMENDMENTS AND LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. 2. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID AND SIGNING OF CONTRACT. ALL DISGREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT AND ENGINEER AND BE RESOLVED IN WRITING BEFORE PROCEEDING WITH THE WORK. 3. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES ON OTHER DOCUMENTS; THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE ENGINEER. 4. ALL INFORMATION 5HOWN ON THE PLANS RELATIVE TO EXISTING CONDITION WERE CAREFULLY TAKEN IN THE FIELD BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS ARE IN CONFLICT WITH THE PLANS, THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT PROPER CHANGES CAN BE MADE. 5. REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR REVIEW. 6. MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS SHALL NOT BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 7. THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUE5, 5EQUENCE5 AND PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING, CONSTRUCTION CANOPY, SCAFFOLDING ETC. FIELD OB5ERVATION5 BY THE ENGINEER SHALL NOT BE CONSIDERS AS INSPECTIONS AS REQUIRED BY THE CODE. 5. REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC. 9. ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR CONSTRUCTION ON ENCLOSED SIDE GUARDRAIL ARE REQUIRED AT: FLOOR AND ROOF OPENINGS, ADJACENT TO PORCH, BALCONIES EDGE5 OF OCCUPIED ROOFS, ETC. (WITH A DROP OF MORE THAN 30"). SPECIFY 36" MIN. HEIGHT AND 6" MAX. SPACING AT BALUSTER. 10. DE516N THE RAILS AND SUPPORTING ELEMENTS FOR 2022. HORIZONTALLY AT THE TOP OF THE RAIL. PROVIDE DETAILS OF ATTACHMENT AND ANCHORAGE TO BUILDING FRAME (TABLE 1 6-B, UBC). 1 1. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM 15 PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, 501L PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTER WATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. FRAMING LUMBER 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING MINIMUM GRADES: A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2 B. 4X BEAMS AND HEADERS UP TO 4X 12 NO. 2 C. LARGER THAN 4X 12 AND POSTS NO. 1 D. 6X AND LARGER BEAMS NO. 1 2. STRUCTURE PANELS SHALL BE DOUGLA5 FIR CONFORMING TO U.S. PRODUCT STANDARD PS- 1 -95 CD WITH EXTERIOR GLUE, AND SHALL BEAR THE STAMP OF AN APPROVED FABRICATOR. 3. INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL FIRST BE APPROVED BY THE INSPECTOR PRIOR TO COVERING. 4. NO STRUCTURAL MEMBER SHALL BE GUT OR NOTCHED UNLESS SPECIFICALLY 5HOWN ON APPROVED PLANS. 5. MAXIMUM MOISTURE CONTENT OF ALL NUMBER SHALL BE 1 q%. 6. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1 / 16 INCH UNLE55 NOTED OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG SCREWS. 7. FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG -TIE". 5. THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LE55 THAN THE MINIMUM REQUIRED ON CRC. TABLE R602.3(1) 9. ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS. 10. PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X 14 JOISTS. 1 1. BUILT-UP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS: A. 2-2X 1 6D AT 1 2" O.G. STAGGERED TOP AND BOTTOM. B. 3-2X 5/5" DIA. M.B. AT 15" O.G. STAGGERED TOP AND BOTTOM. C. 4-2X 5/5" DIA. M.B. AT 1 8" O.G. STAGGERED TOP AND BOTTOM. 12. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS. 13. PROVIDE SOLID BLOCKING UNDER ALL NON -PARALLEL PARTITIONS. 14. INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65% TO 75% OF SHANK DIAMETER AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT BY HAMMERING. 15. TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 16. SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER. 17. DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 45" MIN. FOR STUD WALL (CRC SEC. R602.3(1 )). GLULAM / PARALLAM / MICROLAM BEAMS 1. GLUE LAMINATED BEAMS SHALL BE PER GBC SECTION 2505.1.5 (AITC A 1 90.1 $ A5TM 3 7 3 7) AND AMERICAN INSTITUTE OF TIMBER 2. CONSTRUCTION 1 1 7. COMBINATION SYMBOLS SHALL BE AS FOLLOWS: A) 24F-V4 DF/DF FOR SIMPLE BEAMS B) 24F-VS DF/DF FOR CANTILEVERED BEAMS 3. PARALLAM BEAMS SHALL BE 2.OE P5L I LEVEL, (IGG# E5R- 1 387) 4. MICROLAM BEAMS SHALL BE 2.OE LVL 5. LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND SHALL BE ACCOMPANIED TO 6. THE JOB 51TE WITH CERTIFICATE OF FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. CONCRETE 1. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 P51 @ 25 DAYS UNLESS 2. USE TYPE V CEMENT AS REQUIRED AGAINST SULFATE ATTACK. WATER - CEMENT RATIO= 0.45 REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF A.S.T.M. A-6 1 5 GRADE 60 FOR BARS LARGER THAN #4, GR.40 FOR #4 OR SMALLER. WELDED WIRE FABRIC SHALL CONFORM TO A.5.T.M. A-52 AND A- 155. LAP 12 INCHES MINIMUM. 2. DELTAILING,FABRIGATION AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE LATEST EDITION OF A.G.I. 3. MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE STRUCTURES. 4. MINIMUM COVER FORECAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: A. POURED AGAIN EARTH 3 INCHES B. POURED AGAIN FORM BELOW GRADE 2 INCHES C. FORMED SLABS 5/4 INCHES D. SLAB ON GRADE, TOP COVER 1 INCHES E. COLUMN AND BEAM MAIN BARS 1- 1 /2 INCHES F. WALLS EXP05ED TO WEATHER # 6 AND LARGER 2 INCHES # 5 AND SMALLER 1- 1 /2 INCHES 5. BARS SHALL BE GLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY AFFECT BOND. 6. ALL BEND SHALL BE MADE GOLD. 7. LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED. 5. ALL REINFORGING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWN5 ETC. SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 9. CODE REQUIRED INSPECTIONS BY JURISDICTIONS AUTHORITY SHALL BE MADE AN 516NED OFF PRIOR TO PLACEMENT OF CONCRETE. FOUNDATION 1. A SOIL REPORT FOR THE SITE 15 NOT RECOMMENDED. IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSI. 2. FOUNDATION DE51ON 15 BASED ON NON -EXPANSIVE SOIL. 3. EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FOUNDATION WITH SIGNIFICANT SETTLEMENT, SEVERE CRACKING OR ANY INDICATION OF STRUCTURAL FAILURE OR D15TRE55 OR DEFECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT 15 COMPLETE. 5. THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 6. TREATED LUMBER CONFORMING TO GRG FOR FOUNDATION PLATES AND SILL. 7. FOUNDATION PLATES OR 51LL5 BOLTED WITH 5/5" DIA. ANCHOR BOLTS W/ 7" MIN. EMBEDMENT AT NOT MORE THAN 6-0" O.G. ONE BOLT 15 REQUIRED WITHIN 12" OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (GRG SEC. R403.1.6). 5. FASTENERS SHALL BE HOT- DIPPED ZING- COATED GALVANIZED STEEL. STRUCTURE NOTE: CONCRETE A. REINFORCING STEEL: A5TM A6 1 5, GRADE #60. #4 AND SMALLER, GRADE #40. B. CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH 3,000 PSI AT 25 DAYS. CEMENT TYPE V. G. FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" O.G. D. LANDING 3 1 /2" GONG W/ 6X6 1 OX 10 ME5H.5TEEL: 1. SHAPED AND PLATE: ASTM A36; TUBE: A5TM A500, GRADE B. 2. BOLTS: ASTM A307. WOOD A. FRAMING MEMBERS: DOUGLAS FIR LARCH. B. COLUMNS, BEAMS, HEADERS, AND PLATES: NO 1 C. 5TUD5, JOISTS, RAFTERS, BLOCKING: NO 2 D. WALL SILLS, NAILER5, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE TREATED DOUGLA5 FIR. E. FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUIVALENTS. 51MP50N DESIGNATIONS USED. USE NAILS PER IGG APPROVAL AND AS RECOMMENDED BY 51MP50N FOR EACH DEVICE. F. COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE R602.3(1 ), UNLESS OTHERWISE NOTED. EXPOSED TO WEATHER A. ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZING RICH PRIMER. B. ALL EXTERIOR HANGERS AND OTHER 51MP50N TYPE PRODUCTS SHALL BE GALVANIZED. C. ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE. FRAMING A. DOUBLE FLOOR JO15T5 REQUIRED UNDER PARALLEL BEARING WALLS. B. APPLY CONTINUOUS LINE OF GLUE TO FLOOR PANELS AT ALL JOIST. C. BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES. D. CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY. E. HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE TOLERANCE OF NO MORE THAN 1 / 1 6". F. ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. G. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3"X3"X.229" STEEL PLATE WASHERS. HORIZONTAL PLYWOOD SHEARTHING: A. ROOF DIAPHRAGM: 1 / 2" C-D EXTERIOR APA RATED 32/ 16, SD @ 6" @ PANEL EDGES. B. VERTICAL PLYWOOD SHEATHING: (SEE SCHEDULE). EXTERIOR STUCCO NOTES: CRC, SECTION R703 A. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL 5TUD5 AND TO TOP AND BOTTOM PLATES B. USE 2- # 15 FELT BACKING WHEN STUCCO 15 APPLIED OVER PLYWOOD. (CRC) TABLE 2304.10.2 -- FASTENING SCHEDULE - CBC 2022 DESCRIPTION OF BUILDING ELEMENTS # AND TYPE OF FASTENER SPACING AND LOCATION ROOF 4-5D BOX (2 1 /2" X 0.1 1 3"); OR 1 . BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR 3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR EACH END, TOENAIL TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 3- 1 OD BOX (3" x 0.1 28"); OR 3-3" X 0.1 3 1 " NAILS; OR 3-3" 14 GAGE STAPLES, 'i/ 1 6" GROWN 2-SD COMMON (2 1 /2" X 0.1 3 1 ") 2-3" X 0.1 3 1 " NAILS EACH END, TOENAIL BLOCKING BETWEEN RAFTERS OR TRU55 NOT AT THE 2-3" 14 GAGE STAPLES WALL TOP PLATE, TO RAFTER OR TRU55 2-1 6 D COMMON (3 1 /2" X 0. 1 62") 3-3" X 0. 13 1" NAILS END NAIL 3-3" 14 GAGE STAPLES 160 COMMON (3 1 /2" X 0. 1 62") @ 6" O.G. FLAT BLOCKING TO TRUSS AND WEB FILLER 3" X 0.1 3 1 " NAILS @ 6" O.G. FACE NAIL 3" X 14 GAGE STAPLES @ 6" O.G 4-5D BOX (2 1 /2" X 0.1 1 3"); OR 2. CEILING JOISTS TO TOP PLATE 3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR EACH JOIST, TOENAIL 3- 1 OD BOX (3" x 0.1 28"); OR 3-3" x 0.1 3 1 " NAILS; OR 3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN 3- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 3. CEILING JOIST NOT ATTACHED TO PARALLEL 4- 1 OD BOX (3" X 0.1 26"); OR FACE NAIL RAFTER, LAPS OVER PARTITIONS (NO THRUST) 4-3" X 0.1 3 1"NAILS; OR (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4-3" 14 GAGE STAPLES, -7/ 1 6" GROWN 4. CEILING J0I5T ATTACHED TO PARALLEL RAFTER (HEEL PER TABLE 2308.-1.3. 1 FACE NAIL JOINT) (SEE SECTION 2308.1.3.1, TABLE 2308.7.3. 1 ) 3- 1 OD COMMON (3" X 0.1 48"); OR 5. COLLAR TIE TO RAFTER 4- 1 OD BOX (3" X 0.1 28"); OR FACE NAIL 4-3" X O. 13 1" NAILS; OR 4-3" 14 GAGE STAPLES, '1/ 1 6" GROWN 3- 10 COMMON (3" X 0. 1 48"); OR 3-16D BOX (3 1 /2" X 0.1 35"); OR 2 TOENAILS ON ONE SIDE AND 1 TOENAIL 6. RAFTER OR ROOF TRU55 TO TOP PLATE 4- 1 OD BOX (3" X 0.1 28"); OR ON OPPOSITE 51DE OF (SEE SECTION 2308.7.5, TABLE 2305.-1.5) 4-3" X 0.1 3 1 NAILS; OR RAFTER OR TRUSS' 4-3" 14 GAGE STAPLES, 7/ 1 6"GROWN 2- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR END NAIL 3- 1 OD BOX (3" X 0.1 28"); OR 3-3" X 0. 13 1" NAILS; OR '7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; 3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN OR ROOF RAFTER TO 2-INCH RIDGE BEAM 3- 1 OD COMMON (3 1 /2" X O. 1 48"); OR 4- 1 6D BOX (3 1 /2" X 0.1 35"); OR TOENAIL 4- 1 OD BOX (3" X 0.1 28"); OR 4-3" X 0.1 3 1 " NAILS; OR 4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN WALL 1 6D COMMON (3 1 /2" X 0.1 62"); 24" O.G. FACE NAIL 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 1 OD BOX (3" X 0. 1 28"); OR 3" X 0.1 3 1 " NAILS; OR 1 6" O.G. FACE NAIL 3-3" 14 GAGE STAPLES, '7/ 1 6" GROWN 1 6D COMMON (3 1 /2" X 0.1 62"); OR 1 6" O.G. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING 1 6D BOX (3 1 /2" X 0. 1 35"); OR WALL CORNERS (AT BRACED WALL PANELS) 3" X 0. 13 1 " NAILS; OR 12" O.G. FACE NAIL 3-3" 14 GAGE STAPLES, '7/ 1 6" GROWN 10. BUILT-UP HEADER (2" TO 2" HEADER) 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 1 6" O.G. EACH EDGE, FACE NAIL 1 6D BOX (3 1 /2" X 0.1 35") 12 .O.G. EACH EDGE, FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-SD COMMON (2 1 /2" X 0.1 3 1 "); OR 4- 1 OD BOX (3" X 0.1 28"); OR TOENAIL 5-5D BOX (2 1 /2" X 0.1 1 3") 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 1 6" O.G. FACE NAIL 1 OD BOX (3" X 0.1 28"); OR 12. TOP PLATE TO TOP PLATE 3" X 0.1 3 1 " NAILS; OR 12" O.G. FACE NAIL 3" 14 GAGE STAPLES, 7/ 1 6" GROWN 8- 1 6D COMMON (3 1 /2" X 0.1 62"); OR EACH 51DE OF END JOINT, FACE NAIL 15. TOP PLATE TO TOP PLATE, AT END JOINTS 1 2- 1 6D BOX (3 1 /2" X 0.1 35"); OR (MINIMUM 24" LAP SPLICE 12-3" X 0.1 3 1 " NAILS; OR LENGTH EACH 51DE OF END JOINT) 12-3" 14 GAGE STAPLES, 7/ 1 6" GROWN 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 1 6" O.G. FACE NAIL 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST 1 6D BOX (3 1 /2" X O. 1 35"); OR OR BLOCKING (NOT AT BRACED WALL PANELS) 3" X 0.1 3 1 " NAILS; OR 12" O.G. FACE NAIL 3" 14 GAGE STAPLES, 7/ 1 6" GROWN 2- 1 6D COMMON (3 1 /2" X 0. 1 62"); OR 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR 1 6" O.G. FACE NAIL OR BLOCKING AT BRACED WALL PANELS 4-3" X 0.1 3 1 "NAILS; OR 4-3" 14 GAGE STAPLES, 7/ 1 6" GROAN 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR 4-SD COMMON (2 1 /2" x 0. 13 1 "); OR TOENAIL 4- 1 OD BOX (3" x 0.1 28"); OR 4-3" x 0. 1 3 1" NAILS; OR 16. STUD TO TOP OR BOTTOM PLATE 4-SI7 BOX (2 1 /2" X 0.1 1 3"); OR 4-3" 14 GAGE STAPLES, 7/ 1 6" GROAN 2-1 6D COMMON (3 1 /2" x 0.1 62"); OR 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR 3- 1 OD BOX (3" X 0.1 28"); OR END NAIL 3-3" x 0.1 3 1 " NAILS; OR 3-3" 14 GAGE STAPLES, 7/ 1 6" GROWN 2-1 6D COMMON (3 1 /2" X 0. 1 62"); OR 1 7. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3- 1 OD BOX (3" X 0.1 28"); OR FACE NAIL 3-3" X 0.1 3 1 " NAILS; OR 3-3" 14 GAGE 5TAPLE5, 7/ 1 6" GROAN 3-5D BOX (2 1 /2" X 0. 1 1 3"); OR 1 8. 1 " BRACE TO EACH STUD AND PLATE 2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR FACE NAIL 2- 1 OD BOX (3" X 0.1 28"); 0 2-3" x 0.1 3 1 " NAILS; OR 2-3" 14 GAGE STAPLES, 7/ 1 6" GROAN 3-5D COMMON (2 1 /2" X 0.1 3 1 "); OR 1 9. 1 " X 6" SHEATHING TO EACH BEARING 2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR FACE NAIL 2- 1 OD BOX (3" X 0.1 28"); OR 2-1 5/4" 16GAGESTAPLES, 1"GROWN 3-SD COMMON (2 1 /2" X 0.1 3 1 "); OR 3-SD BOX (2 1 /2" X 0.1 1 3"); OR 3- 1 OD BOX (3" X 0.1 28"); OR 3-1 3/4" 16GAGESTAPLES, 1"GROWN 20. 1 " X 8" AND RIDER SHEATHING TO EACH BEARING FACE NAIL WIDER THAN 1 " X 8" 3-8D COMMON (2 1 /2" X 0.1 3 1 "); OR 4-817 BOX (2 1 /2" X 0.1 1 3"); OR 3- 1 OD BOX (3" X 0. 1 28"); OR 4-1 3/4" 16GAGESTAPLES, 1"GROWN FLOOR 4-SD BOX (2 1 /2" X 0.1 1 3"); OR 2 1. J015T TO SILL, TOP PLATE, OR GIRDER 3-8D COMMON (2 1 /2" X 0.1 3 1 "); OR FLOOR TOE NAIL 3- 1 OD BOX (3" X 0.1 28"); OR 3-3" X 0. 13 1" NAILS; OR 3-3" 14 GAGE 5TAPLE5, 7/ 1 6" GROWN (GONT/NUE,P) DESCRIPTION OF BUILDING ELEMENTS # AND TYPE OF FASTENER SPACING AND LOCA ION SD BOX (2 1 /2" X 0.1 1 3") 4" O.G., TOENAIL 22. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SD COMMON (2 1 /2" X 0.1 3 1 "); OR SILL OR OTHER FRAMING BELOW 1 OD BOX (3" X 0.1 28"); OR 6" O.G., TOENAIL 3" X 0.1 3 1 " NAILS; OR 3" 14 GAGE STAPLES, 7/ 1 6" GROWN 23. 1 " X 6" SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX (2 1 /2" X 0.1 1 3"); OR 2-5D COMMON (2 1 /2" X 0.1 3 1 "); OR FACE NAIL 3- 1 OD BOX (3" X 0.1 28"); OR 2-1 5/4" 16GAGESTAPLES, 1"GROWN 24. 2 5UBFLOOR TO J0I5T OR GIRDER 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR BLIND AND FACE NA IL 2- 1 6D COMMON (3 1 /2" X 0.1 62") 25. 2" PLANKS (PLANK $ BEAM - FLOOR $ ROOF) 3- 1 6D BOX (3 1 /2" X 0.1 35"); OR EACH BEARING, 2- 1 6D COMMON (3 1 /2" X 0.1 62") FACE NAIL 32" O.G., FACE NAIL T 20D COMMON (4" X 0. 1 92") TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 1 OD BOX (3" X 0.1 28"); OR 24" O.G. FACE NAIL AT 3" X 0.1 3 1 "NAILS; OR TOP AND BOTTOM STAGGERED ON 26. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 3" 14 GAGE STAPLES, 7/ 1 6" GROWN OFFO51TE SIDES AND: 2-20D COMMON (4" X 0. 1 92"); OR 3- 1 OD BOX (3" X 0.1 28"); OR ENDS AND AT EACH 3-3" X 0.1 3 1 " NAILS; OR SPLICE, FACE NAIL 3-3" 14 GAGE STAPLES, 'I/ 1 6" GROWN 5-1 6D COMMON (3 1 /2" X O. 1 62"); OR 27. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4- 1 6D BOX (3 1 /2" X 0.15 51.); OR EACH JOIST OR RAFTER, 4- 1 OD BOX (3" X 0. 1 28"); OR FACE NAIL 4-3" X 0. 13 1" NAILS; OR 4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN 5-1 6D COMMON (3 1 /2" X 0.1 62"); OR 28. JOIST TO BAND JOIST OR RIM JOIST 4- 1 OD BOX (3" X 0.1 28"); OR END NAIL 4-3" X 0. 13 1" NAILS; OR 4-3" 14 GAGE STAPLES, 7/ 1 6" GROWN 2-SD COMMON (2 1 /2" X 0.1 3 1 "); OR 2 ci. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRU55 2- 1 OD BOX (3" X 0.12 8"); OR EACH END, TOENAIL 2-3" X 0.1 3 1 " NAILS; OR 2-3" 14 GAGE STAPLES, 7/ 1 6" GROWN WOOD STRUCTURAL PANELS (WSP), 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING A EDGES INTERMEDIATE (INCHES) SUPPORTS (INCHES) 6D COMMON OR DEFORMED (2" X 0.1 1 3") 6 12 2 5/5" X 0.1 15" NAIL (5UBFLOOR AND WALL) SD COMMON OR DEFORMED (2 1 /2" x 0.1 3 1 "X 0.25 1 " HEAD) (ROOF) OR 6e 6e 30. 3/8" - 1 /2" R5R5-0 1 (2 5/5" X 0.1 15") NAIL (ROOF) D 1 3/4" 16 GAGE STAPLE, 7/ 1 6" GROWN (SUBFLOOR 4 8 AND WALL) 2 5/5" X 0.1 15" X 0.266" HEAD NAIL (ROOF) 3F 3F 1 5/4" 16 GAGE STAPLE, 7/ 1 6" GROWN (ROOF) 3F 3F SD COMMON (2 1 /2" X 0. 15 1 "); OR 6 12 51. 1 9/32" - 3/4" DEFORMED (2" X 0. 1 15") (5UBFLOOR AND WALL) SD COMMON OR DEFORMED (2 1 /2" X 0.1 3 1 " X 0.25 1 " HEAD) (ROOF) OR 6E 6E RSR5-0 1 (23/8" x 0.1 1 3") NAIL (ROOF) 2 3/5" X 0. 1 15" X 0.266" HEAD NAIL; OR 4 8 2" 1 6 GAGE STAPLE, 'i/ 1 6" GROWN 32. 7/8" - 1 1 /4" 1 OD COMMON (3" X 0.1 48"); OR 6 12 DEFORMED (2 1 /2" X 0.1 3 1 " X 0.28 1 " HEAD) OTHER EXTERIOR WALL SHEATHING 1 1 /2" X 0. 1 20", GALVANIZED ROOFING NAIL 33. 1 /2" FIBERBOARD SHEATHING e 0/ 1 6" HEAD DIAMETER); OR 3 6 1 1 /4" 1 6 GAGE STAPLE WITH 7/ 1 6" OR 1"GROWN 1 3/4" X O. 1 20" GALVANIZED ROOFING NAIL 34. 25/32" FIBERBOARD SHEATHINGS 0/ 1 6" DIAMETER HEAD); OR 3 6 1 1 /2" 16 GAGE STAPLE WITH 7/ 1 6" OR 1 " GROWN WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING SD COMMON (2 1 /2" X 0.1 3 1 "); OR 55. 3/4" AND LE55 DEFORMED (2" X 0. 1 1 3"); OR 6 12 DEFORMED (2" X 0. 1 20") SD COMMON (2 1 /2" X 0.1 3 1 "); OR 56. 7/8" - 1" DEFORMED (2 1 /2" X 0.1 3 1 "); OR 6 12 DEFORMED (2 1 /2" X 0.1 20") 1 OD COMMON (3" X 0. 1 48"); OR 3 7. 1 1 /8" - 1 1 /4" DEFORMED (2 1 /2" X 0. 15 1 "); OR 6 12 DEFORMED (2 1 /2" X 0.1 20") PANEL SIDING TO FRAMING 6D CORROSION -RESISTANT SIDING 38. 1 /2" OR LE55 (1 7/8" X 0.1 O6"); OR 6 12 6D CORROSION -RESISTANT CASING (2" X 0.09 9") SD CORROSION -RESISTANT SIDING 3 9. 5/8" (2 3/8" X 0.1 28"); OR 6 12 SD CORROSION -RESISTANT GASING (2 1 /2" X 0.1 1 3") INTERIOR PANELING 4D GASING (1 1 /2" X 0.080"); OR 40. 1 /4" 6 12 4D FINISH (1 1 /2" X 0.072") 6D GASING (2" X 0.099"); OR 41. 3/8" 6D FINISH (2" X 0.092") 6 12 (PANEL SUPPORTS AT 24 INCHES) FOR 51: 1 INCH = 25.4 MM A. NAILS 5PAGED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF ROOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR HALLS, REFER TO SECTION 2505. NAILS FOR HALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASINO. A. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS AHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2505. NAILS FOR HALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASINO. B. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NON5TRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 1 6 INCHES (20 INCHES IF STRENGTH AXI5 IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). C. WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOI5T IN ACCORDANCE WITH THI5 SCHEDULE AND THE CEILING JOIST 15 FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. D. R5R5-0 1 15 A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F 1 667. E. TABULATED FASTENER REQUIREMENTS APPLY AHERE THE ULTIMATE DESIGN WIND SPEED 15 LESS THAN 140 MPH. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE -END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH IN EXPOSURE B OR GREATER THAN 1 10 MPH IN EXPOSURE C. SPACING EXCEEDING 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS SHALL BE PERMITTED AHERE THE FASTENING IS DESIGNED PER THE AAG NIPS. F. FASTENING 15 ONLY PERMITTED WHERE THE ULTIMATE PE51ON WIND SPEED 15 LESS THAN OR EQUAL TO 1 10 MPH. G. NAILS AND STAPLES ARE CARBON STEEL MEETING THE SPECIFICATIONS OF A5TM F 1 667. CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING PRACTICE OR APPROVED UNDER SECTION 1 04. 1 1. F la al N nipgana iiaing H ency N U N 0 6�9° t..iN + ASSOCIATES Aed ....... 4 1 13TEENPCf� V WN CE TEL: (714) 46B-71 63 WEBSITE: WWW.WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, AR DEMENTS AND k*lmV (CATIONS CONTAINED IN TH DOCUMENTS ARE THE PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. Q�OFESS/p� C. m da /26 C I V 1 \- �P 9TF pF CAL\F 09/01/2025 GON5ULTANT: QZI Z a 0 < O V " [� < 7- W z Q T/1 V1 � W Q STRUCTURAL & GENERAL NOTES DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 10 1 123252 CSC# 4504613 REVISIONS: DATE U OS- 1 1 -2025 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN SCALE: A5 NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 09 OF 15 SHEETS CITY OF SANTA ANA AA 5-2 1 20'-2" 2 I0?ol F- (E) EXT. FOOTINT TO REMAIN (TYP.) L 1 I 1 L= 6' U) (TYP.) L= 6' I 10 I N BEDROOM #1 D- 1 O O (E) V-O" CL. HT. z ❑1 ~O~ L=5' 1 0 z : (N) TANKLES < (TYP.) Z $ NH IWILI zo o<l X ILI CA(JDLEB Z to I>✓ ^0 05B x T Z ~ 05 -T I Al (N) LIVING ROOM ° I (E) V-O" CL. HT. ENTIRE WALL W I - - O 1 1 /2" MAX. F� 12 L= 5 D- 1 PER R3 1 1.5.1 I D-1 1 I O (E) EXT. FOOTING ►n TO REMAIN (TYP.) w ,y OSA 09 ,1, Q 0 07 07 R31 1.3.1 (N) GONG. LANDING 21- 1 O" MIN. 10" RUN. R31 1 .7.5 20'-2" ADD (N) 6" CURB TO (E) FOOTING @ GARAGE FOOTING (WHERE OCCURS) FOUNDATION PLAN SCALE: 1 /4" = 1'-0" FRAMING PLAN SCALE: 1 /4" = 1'-0'- �f AA 5-2 0 REFERENCE TO "ADMINISTRATIVE CITATION" TO OBTAIN BUILDING PERMITS FOR FIRE DAMAGE TO GARAGE. #AG 24 1 G46a/ CASE# GP24-0 1 445 #AC 2427 70a/ CASE# GP24-02936 FIRE DAMAGE REPAIR ENTIRE AREA FOR GARAGE CONVERT INTO NEW ADU. ROOF SHEATHING (UNBLOCKED 1 /2" THK GDX PLYWOOD (ALTER 7/ 16 THICK. OSB) APA RATED STRUCTURAL PANEL 32/ 1 6 INDEX, S D NAILS @ 6", 1 2" O.G. FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.) 16 1 (E) INSTALLATION OF ROOFING MATERIAL SHALL BE GLA55 'A' MIN. SHINGLE COMP. ROOF (IGG# E5R- 3 1 50) OVER 2 LAYER OF #30 FELT PER SEC. R9O5 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S: MALARKEY ROOFING PRODUCTS SPECIFICATIONS TYP. AND CITY OF SANTA ANA. (ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR AND MATERIAL OF THE EXISTING.) IL T !\ T T C-I FASTENERS IN PRE55URE-TREATED AND FIRE -RETARDANT, TREATED WOOD SHALL BE OF HOT -DIPPED, ZING -COATED GALVANIZED STEEL, 5TAINLE55 STEEL, SILICON BRONZE OR COPPER. RIDGE, VALLEY AND HIP BEAMS SHALL NOT LE55 IN DEPTH THAN THE GUT END OF THE RAFTERS PER SEC. 2305.1 0.4 1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 2. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. SHEAR WALL SCHEDULE V = 260 PLF (SEMIG) PLYWOOD SHEAR WALL: 1 5/32" THK. O5B PANEL) 1 APA RATED 32/ 1 6 INDEX SD NAILS @ 6",1 2" O.G. 5/5" X 10 ABS @ 45" O.G. / 3X 3X 0.229 PLATE WASHER ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING ARE TO BE FIXED IN PLACE FOR THE FOUNDATION INSPECTION. INDICATE HOLD-DOWN LOCATIONS, ANCHOR BOLTS WITH NON-STANDARD, LENGTH OR SPACING. FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE 6EOTEGHNIGAL ENGINEER PRIOR TO PLACEMENT OF STEEL. A MEMO WILL BE AVAILABLE TO THE CITY INSPECTOR AT TIME OF FOUNDATION INSPECTION. ♦ TTT BUILDING DESIGN CRITERIA: (CBC 2022 & ASCE 7-16) ROOF LEVEL DEAD LOAD COMP. ROOFING/ 50LAR: RAFTERS: PLYWOOD SHTO: DRY WALL $ INSULATION: GEILIN6 JOISTS.: TOTAL: LIVE LOAD GEILIN6 DEAD LOAD GEILIN6 LIVE LOAD (W/0 STORAGE) GEILIN6 LIVE LOAD (W/ STORAGE) FLOOR LEVEL: 51NOLE STORY DEAD LOAD lW T !1 T T CY (E) CONCRETE SLAB FLOOR TO REMAIN APPLY SEAL GOAT OVER (E) SLAB WITH (N) IGG # 1 4 1 3 (RED GUARD WATERPROOFING W/ TILE ABOVE LEGENDS: EXISTING WALL TO REMAIN NEW WALL _ _ _ EXISTING FOUNDATION C _ _ _ NEW FOUNDATION SHEAR WALL X L= X Plannipgand ilding A ency N U N v C7i N + ASSOCIATES 'y e d ..... FO IG�❑VE,•CA2 4E C E TEL: (714) 46B-71 63 WEBSITE: WWW,WIX.COM/ N0UYENADESIGN/ANTH0NY THE DRAWINGS, IDEAS, Ma t AR V��IGEMENTS AND Glf'ICATI❑NS CONTAINED IN H END❑CUMENTS ARE THE Dal e PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN DESIGN + ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT To THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. STRONG WALL (5 W ) CALIFORNIA FRAMING ® 4X4 POST ® 4X6 POST GJ GEILIN6 J015T GIRDER TRU55 FJ FLOOR JOIST 17T DRAG TRU55 RR ROOF RAFTER ,JT JACK TRUSS RT ROOF TRUSS FRAMING SCHEDULE NEW / SYMBOL SIZE MAX. SPACING EXISTING 2X6 GEILIN6 JO15T W/ J 1 2X BRACE 45° BOTH 51DE & 2X STUD VERT. @ 24" O.G. EXISTING @ CENTER 2X5 GEILIN6 JOIST DF #2 @ 1 6" O.G. NEW RR V 2X4 ROOF RAFTER @ 24" O.G. EXISTING 6.0 P5F 2.0 PSF (RAFTER 10 PSF. NO GLG) 1.5 PSF 2.0 P5F 1.5 PSF 13.0 P5F (LATERAL DEAD LOAD) 20.0 P5F 5.0 P5F 10.0 P5F 20.0 PSF FLOORING 1.0 P5F FLOOR J015T5 3.0 PSF FLOOR SHEATHING 2.5 PSF DRYWALL 2.5 PSF MISC. $ INSULATION 1.0 PSF TOTAL: 10.0 PSF LIVE LOAD 40.0 PSF DECK LIVE LOAD 60.0 PSF EXTERIOR WALL DEAD LOAD 15.0 PSF INTERIOR WALL DEAD LOAD 10.0 PSF LATERAL (ASCE 7- 1 6) SEISMIC LOAD 3.2 P5F WITH P = 1.3 INDUDED WIND LOAD 16 PSF WIND SPEED 95 MPH SEISMIC: V = G5W RISK CATEGORY II 51TE GLASS D SEISMIC DE516N GATE. E BLDO PERIOD GOEFF Ct = 0.02 RESPONSE MOD GOEFF R = 6.50 BUILDING LOCATION a SEISMIC PE51ON PARMETERS 55 = 1.525 5m5 = 1 .59 1 Fa = 1.200 51 =0.472 5m1 =2.011 Fv= 1.500 SDS = 1.060 SD 1 = 0.48 1 SEISMIC DESIGN CATEGORY D REDUNDANCY FACTORY 1.3 SEISMIC RESPONSE COEFF, C5 = 5D5/(R/L) = 0.21 SPECIAL NOTE: EXI5TIN6 ROOF FRAMING SYSTEM: RAFTERS HIPS TO REMAINS. ADD NEW GEILIN6 JO15T5 FOR ADU. NOTE: FOR MORE INFORMATION PLEASE SEE THE GENERAL NOTES (5-0 SHEET) QROF E^SS 10An ,, G/ c m da /26 9\ OF CAO 09/01 /2025 CONSULTANT: F� W " LU UO�� z W 0 L7A�o� Z�<z< dw�Q � Z � z v FOUNDATION & FRAMING PLAN DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 C56# 4504613 REVISIONS: DATE Z1 OS- 1 1 -2025 0 09-0 1 -2025 0 11 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 10 OF 15 SHEETS CONVERT (E) GARAGE INTO (N) AVU SECTION AA SCALE: 1 /4" = 1'-O" SECTION NOTES: U 1. (E) ROOF MATERIAL 2. (E) 1 /2" GDX PLYWOOD ROOF SHEATHING 3. (E) 2 LAYER OF GRADE D PAPER 7/5" STUCCO 4. (E) 2X4 STUD WALL @ 1 6" O.G. (TYP.) 5. (E) 1 /2" DRYWALL 6. (E) 2X OR 4X RIDGE BOARD -7. (E) 2X RR @ 24" O.G. (TYP.) 5. (E) 2X CJ @ 24" O.G. (TYP.) 9. (E) 2X FASCIA 10. (E) 2X COLLAR TIES @ MIN 48" O.G. 11. (E) DOUBLE 2X TOP PLATES 12. (E) 2X P.T.D.F SILL PLATE 13. (E) HEADER (SEE PLAN) 14. (E) 1 /2" 6YP5UM BOARD 15. (E) CONCRETE SLAB 16. (E) R- INSULATION (@ WALL) 17. (E) R- INSULATION (@ CEILING) 15. (E) DUAL GLAZE WINDOW 1 9. (N) ROOF MATERIAL (SEE PLAN) 20. (N)1 /2" GDX PLYWOOD ROOF SHEATHING 21. (N) 2 LAYER OF GRADE D PAPER -7/5" STUCCO TO BE 3 GOATS SCRATCH/ BROWN/ FIN15H GOAT 22. (N) 2X4 STUD WALL @ 1 6" O.G. (TYP.) 25. (N) 1 /2" DRYWALL 24. (N) 2X OR 4X RIDGE BOARD (SEE PLAN) 25. (N) 2X RR @ 1 6" O.G. (TYP.) (SEE PLAN) 26. (N) 2X GJ @ 24" O.G. (TYP.) (SEE PLAN) 27. (N) 2X FASCIA (SEE PLAN) 25. (N) DOUBLE 2X TOP PLATES 29. (N) 2X P.T.D.F SILL PLATE 30. (N) HEADER (SEE PLAN) 31. (N) 1 /2" GYPSUM BOARD 32. (N) CONCRETE SLAB 33. (N) R- 15 INSULATION (@ WALL) 54. (N) R-50 INSULATION (@ CEILING) 35. (E) CONCRETE SLAB TO REMAIN. APPLY SEAL GOAT OVER (E) SLAB. IGG # 14 13 (RED GUARD WATERPROOFING W/ TILE ABOVE CITY OF SANTA ANA PI nni g,and ilding A ency N CiU N s v C7i ::GN + ASSOCIATES o e d FO ---- I3 0 E,•CA$2,UW C E TEL: (714) 466-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, Ma l AR 1.1C TS AND I (CATIONS CONTAINED IN H E.DOCUMENTS ARE THE Da e PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. QROFESS/p) C . m x da /26 sT civic �P 9TF OF CA��09/01 /2025 CONSULTANT: V N W # ul (4� O } Z g V-- uj Z } a < O w� �oT N H < < Lu m (I < ots) ICI _ W z Q K Lu O z SECTIONS DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 C56# 4504613 REV1510N5: DATE Z1 OS- 1 1 -2025 U 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN 5GALE: A5 NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 12 OF 15 SHEETS S�2 FLA 24 VENT WIDTH VENT LENGTH FRONT VIEW Q3 fL0NN6 TO 0P 2 16 SECTION VIEW ROOF SHT'G ROOF FLANGE OPENING FLANGE 51MP50N STRAP MST 2 7 EA SIDE u- z Ow i Q I � 0 i NAP RnTTnM VIF W STYLE NO. VENT WIDTH VENT HT. VENT LENGTH FLANGE 51ZE TAIL WIDTH ROOF OPEN ING* FREE AREA* DM 1 8 1 8" 9" 1 7" 6" 1 4" 1 O"X 1 0" 4 9 T7M22 22" 1 1" 21" 6" 15" 14"X14" 65 PM24 24" 12" 27" 6" 18" 14"X14" 9 1--)M30 30" 15" 35" 6" 24" 1 6"X 1 6" 1.24 DM36 36" 15" 42" 6" 30" 1 8"X 16.1 1 36 (2) 2X TOP PL-A • PANEL EDGE 1 /8" SHEAR PANEL YTYPE PER PLAN B.N. AT BLK'G EDOE5 OF SHEAR WALL 2X STUD PER PLAN G5 1 6 OVER 2X BLK'& W/ SD@21/16" O.G. TYP. EA. CORNER OF OPENING GONT. STUD/ STAGGERED POST w/ B.N. 4 F.N. ,�-,� HOEDOWN FLOOR/ ROOF FLOOR OR ROOF J015T NAILING/ 5GREW5/ - PER PLAN SHEATHING PANEL FIELD NAILING NOTES: BOLT PER PLAN (4'X8' O5B. SHEATHING) 1. INSTALL HOLDOWN ON RETURN WALL AT CORNERS WHEN APPLICABLE. 2. USE FULL WIDTH BLK'G. & WINDOW SILL FOR STRAP ON BOTH SIDES OF NOTE: (2) 51DED SHEAR PANELS. REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. 3. NAIL BOTH PLWD. PANELS ON SAME MEMBER. 4. REFER TO 1 7/GD FOR GS 1 6. 20 (E) ROOF SHEATHING 16 SHEAR WALL OPENING N.T.S. ? 51MP50N STRAP MST 2 7 EA 51DE (BENT) 2X RIDGE BOARD 2X RIDGE BOARD NOTE: REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. * NOMINAL GUT OUT OR SUB FLASHING HOLE SIZE 2X HIP W/ STRAP 19 '* SQUARE INCHES MEASURED IN ACCORDANCE WITH AMGA STANDARD-500 AND HVI-922. CALCULATIONS INCLUDE BIRD SCREEN. STANDARD MATERIALS ASTM A653/A653M -&90 HOT DIPPED GALVANIZED STEEL, 286A AND 266A. A5TM 5370 - SHEET COPPER, 1 6OZ AND 20OZ. A5TM DG092 - MILL PH05PHATIZED GOATIN& FOR PAINTING. .025 X .025 HOT DIPPED GALVANIZED 236A WIRE BIRD SCREEN .0 1 7" X .25"5WD X .50"LWD FLAT -EXPANDED BIRD SCREEN, COPPER OR GALVANIZED STEEL. INSTALLATION BEFORE INSTALL, ENSURE THAT THE SUBSTRATE 15 UNIFORM AND EVEN. DO NOT INSTALL VENTING PRODUCTS ON UNEVEN SUBSTRATE. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED SHEET METAL PRAGTIGE5. SMAGNA ARCHITECTURAL SHEET METAL MANUAL 6TH EDITION SPECIFICATIONS SHALL BE USED AS A GUIDE AND BA515 FOR DETAIL WHENEVER APPLICABLE. C & J METAL PRODUCTS' VENTING PRODUCTS CAN BE NAILED OR RIVETED USING CONVENTIONAL HAND OR POWER TOOLS. FLA5HIN&5 SHALL BE PROPERLY FASTENED TO THE SUBSTRATE BY MEANS OF WOOD OR METAL 5GREW5. WHEN FASTENING DISSIMILAR METALS THE USE OF STAINLESS STEEL 15 RECOMMENDED. USE OF NEOPRENE WASHERS OR SIMILAR 6A5KETING MATERIAL IS ACCEPTABLE. NOTE: RECOMMENDED USE OF THIS PRODUCT 15 FOR EXHAUST OF WARM DRY OR SLIGHTLY M015T AIR ONLY TH15 PRODUCT 15 NOT N.T.S. 2X RAFTER (PER PLAN) 2X HIP (PER PLAN) 51MP. SLOPED $ 5KEWED U/ HU HANGERS OR L55U HANGERS 2X RAFTER (PER PLAN) STAGGERED -IRAGM F.N. PER lDARY NAILING TABLE ABOVE :L EDGE NO 2X STUD PER PLAN :KING @ PANEL :5 NOT REQ's WINDOWSILL OF OR IF T$& WHERE TIN& 15 UDED OCCURS CONT. STUD/ POST w/ B.N. 8 HOLDOWN ?,AFTER @ PER PLAN G. (TYP.) DOUBLE TOP 4X HEADER CRIPPLE PLATE SEE PLAN 2X4 SOLE PLATE D FOR :IMMER BIER AT ING ;',THAN D FOR :ADER CRIPPLE 5TUD5 TRIMMER 5TUD5 TO SUPPORT HEADER NOTE: REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. (E) WALL FRAMING 15 N.T.5. (1 2) 1 6D SKINKER NAILS 48" v NAILSPLICE EQUAL EQUAL 5T22 STRAP IN/ 1 hD dL5 N.T.5. I I x II / I I HEADER I I PER PLAN I I I I I I C51 6 OVER I I I ID 2x BLK'G w/ad@2 I 0 1 / 1 6" o.c. TYP. EA. I 4 I CORNER I I I OF OPENING / I x I i (E) 2X GJ @ 45" O.G. (SEE PLANS) ILS r INT. WALL TO FLR N.T.S. 2X4 STUDS @ 1 6" O.G. EXISTING GONG. II II G O EPIN @1 7 q' O.G. SLAB 11 INTENDED FOR VENTING OR EXHAUST GREASE OR LIQUID. NOTE: r r r REPLACE IF NE IT PER FIELD VERIFY CONDITIONS. STEEL STRAP SPLICE HALF ROUND ROOF DORMER VEN 22 RR g 2X HIP 18 (E) TYP SPLICE TOP PLT 14 INT. WALL TO FLR 10 N.T.S. N.T.S. N.T.S. N.T.S. DBL. TOP PLT. ROOF SHTG. STARTER BOARD PLASTER O/ HEAVY GAUGE METAL LATH 2X HIP 2X RR @ 1 6" O.G. O/ MOISTURE (PER PLAN) (SEE PLANS) (E) ROOF (E) 2X BLK&. BARRIER (0/ >K 5HT'G 1 6 A35 @ 32" PLAYWOOD WHERE • 1 /4" THK. 5TL O.G. OCCURS) 2X STUDS ANGEL W/2- 1 /2" (P @ 1 6" O.G. M.B. TO HIP EN. CONCRETE 2X P.T.D.F. 26 GAUGE GALV. METAL WEEP 5GREED SIMP. ST6224 - � N SLAB SOLE PLATE (CORROSION STRAP @ CORNER \ RESISTANT) PLAN VIEW (N) R-30 7- 1 6D EN• (SEE PLANS) ".`:> :. < d 2" 2% SLOPE ,__ ' 1 /4" THK. 1.5" 1 /2" M.B. NAILS (E) 2X RT @ 2X BLKG. @ _ _ ._::•::: • a a', a a. MIN. (E) PAVE PAVED AREA STL. ANGLE (E) DBL TOP FASCIA BOARD c 2.5" II PLATES (TO MATCH EXIST.) (SEE PLAN ) I I =1 I `° '' •°••: •a - N _ - z I I_I DBL. PLT. . (N) 1 /2" (N) 2X8 GJ @ 1 6" O.G. (N) R- 15 -I I �'d .°a a° I - IL DRYWALL (SEE PLANS) (E) 2X4 STUDS 11= I • • ' • I I=1 a ' W a 1 /2" M.B. (N) 1 /2" DRYWALL 1 6" O.G. q W �!1 SHEAR WALL (SEE PLANS) PLAN VIEW ELEV. VIEW NOTE: (WHERE OCCURS) REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. 21 2X HIP TOP PLATE 17 EAVE DETAIL 13 BASE / PLASTER SCREED 09 N.T.S. I N.T.S. N.T.S. DBL GJ w 0 �t DBL \ / BLOCKING Of'!' r, (SF,E BAN) 2- 1 6D / \ NAILS EA / \ SIDE ATTIC ACCESS FRAMING )N.T.5. zh (N) HOLD DOWN - AB WHERE OCCURS HILTI 5/5" THREADED ROD 7" EMBED (SPECIAL INSPECTION 15 REQ'5) 20" CLEAR 1: 51MP5ON HOLDOWN 5GREW5 TO POST ANCHOR BOLT NUT/WASHER HDU2-5D52.5 1 /4"X2.5" 5/5" HDU4-5P52.5 1 /4"X2.5" 5/5" HDU5-SD82.5 1 /4"X2.5" 5/5" HDU5-5D52.5 1 /4"X2.5" 7/5" NOTE: 1 /2" DRYWALL A 1. ALL HOLDOWN INTERIOR FIN. ANGHOR5 MUST BE TIED IN PLACE PRIOR TO FOUNDATION (N) 2X STUDS IN5PEGTION. ° @ 1 6" O.G. 2. DEEPEN FOOTING ° A5 REQUIRE TO 51MP50N HDU OBTAIN ANGHOR5 (WHERE OCCURS) EMBEDMENT AND CONCRETE COVER. CITY OF SANTA ANA A SILL HEIGHT MIN. 24" WHERE THP I n ipg, a n d i l d i ng A e n cy FIN15H SURFACE OUT5IDE THE WINDOW 15 MORE THAN 72" Ff IOM THE OPENABLE PORTION OF FHE + / WINDOW. SECTION CRC R3 1 2 N Ci U N - / 34 1 /5" GLEAR 0 di ; -: N + ASSOCIATES 'y e d ............... IN,'...................... OFFING \\ OPENING / FO ' G R�❑TjE,• 5$2 K \,AREA NCEAREA / TEL: (714) 46B-71 63 =`5.7 S.F v \= 5.7 S.F / WEBSITE: WWW,WIX.COM/ \ \ / NGUYENADESIGN/ANTHONY \ \ / THE DRAWINGS, IDEAS, \ �Nj} ARfV113EMENTS AND ~ a ` ICATI❑NS CONTAINED IN MIN.51ZE WINDOW PROPERTY AND MIN.5IZE WINDOW ENTS ARE THE C❑PYRIGHT OF FOR 20" CLEAR WIDTH Qr tU FOR 24" CLEAR HEI Ti (5.0 S.F AT GRADE AREA) T (5.0 5.F AT GRADE Aa e NGUYEN DESIGN +ASSOCIATES LL J AND SHALL NOT BE USED ON 2 -1 ANY OTHER WORK EXCEPT BY FLOOR tit AGREEMENT WITH NGUYEN z Q G.B.0 SECTION 1 2 9 FL0 R3 10.1 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED 1. A MIN. NET CLEAR OPENING OF 5.7 SF. ABOVE GRADE DIMENSIONS AND SHALL BE (5.0 S.F AT GRADE LEVEL); VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE 2. A MINIMUM NET CLEAR OPENING HEIGHT 24"; BROUGHT TO THE NOTICE OF 3. A MINIMUM NET CLEAR OPENING WIDTH 20"; NGUYEN DESIGN + ASSOCIATES. 4. A MAXIMUM WINDOW SILL HEIGHT OF 44" ABOVE FLOOR. PRIOR TO THE COMMENCEMENT OF ANY WORK. RESCUE / EGRESS WD TO4 N.T.S. BUILDING PAPER OVER M015TOP (PAPER FLASHING) HORIZONTAL M015TOP (PAPER FLASHING) OVER 26 GA. GALV. METAL FLASHING WITH DRIP EDGE PROVIDE 5" EXPANDED METAL LATH STRIP AT THE CORNERS OF ALL OPENINGS VERTICAL M015TOP (PAPER FLASHING) UNDER HORIZONTAL FLASHING DOOR JAMB M015TOP (PAPER FLASHING) UNDER BLDG PAPER HOLDOWN FOOTING 07 FLASHING DR OPENING 03 N.T.S. N.T.S. (E) 2X STUDS M015TOP E-Z SEAL @ 1 6" O.G. OVER NAIL FLANGE EXISTING CONCRETE OVER SIDE STRIPS SLAB TO REMAIN. (N) R- 15 APPLY SEAL GOAT WEEP SCREED M015TOP E-Z SEAL (N) 1 /2" APROX. 1 1 /2" OVER NAIL FLANGE OVER (E) SLAB DRYWALL BELOW SILL �� GU OVER M015TOP (TYP.) 1 # 1 4 1 3 (RED 4" ABOVE EARTH GUARD (E) OR 2" ABOVE M015TOP (PAPER WATERPROOFING PAVED AREAS FLA51HIN&) UNDER W/ TILE ABOVE NAIL FLANGE w ? � X 2% SLOPE BUILDING PAPER d a �e ° N (E) PAVED AR III a � I=III WINDOW NAIL FLANGE - a. d - SEALANT (TYP.) UNDER (E) CONCRETE - I (E) PAVEr, FLANGE AT JAMB B SILL SLAB 4 FOOTING III d GONG. SL B HEAD TO BE REMAIN (E) 1 2" PROVIDE 5" EXPANDED METAL LATH STRIP AT THE CORNERS OF ALL OPENINGS AT CURB FTG'S CONDITION OSB NOTE: INSTALL MOISTOP PRODUGT5 PER MFR'S. SPECS. 2X4 P.T.D.F. MUD SILL W/ 5/8 o A.B. X 1 O" LONG W/ 3" FLASHING WD OPENING.02 WASHER EPDXY #4 REBAR VERT. INTO X 3" X 1 /4" 7" INTO GONG. @ 45" O.G. N.T.S. (E) SLAB @ 32" O.G. W/ MAX. EPDXY THE ENTRY/EXIT DOOR MUST OPEN (N) 2X4 STUDS OVER A LANDING NOT MORE THAN 1.5" @ 1 6" O.G. BELOW THE THRESHOLD. EXISTING CONCRETE EXCEPTION: PROVIDING THE DOOR SLAB TO REMAIN. (N) R- 15 DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN APPLY SEAL GOAT WEEP 5GREED 7.75" BELOW THE THRESHOLD. STORM OVER (E) SLAB (N) 1 /2" APROX. 1 1 /2' go AND SCREEN DOORS ARE PERMITTED DRYWALL BELOW SILL TO SWING OVER ALL EXTERIOR STAIRS IGG # 1 4 1 3 (RED LANDINGS. GUARD (E) 4" ABOVE EARTH WATERPROOFING OR 2" ABOVE PAVED AREAS DOOR (WHERE OCCURS) W/ TILE ABOVE = ANOD. ALUM. DRIP #4 REBAR HORIZ. z AND VINYL INSERT. z 4 2% SLOPE ALUM. THRESHOLD (E) PAVED AR 1 /2" =III 1 " MAX. III III a d a. a III- e d (E) CONCRETE .._ �....� .a.. = (E) PAVED "a a a a: ..a• , a•a - GONG. SLAB 2" MIN : a • a' SLAB 4 FOOTING III d ' TO BE REMAIN CONTRACTOR (E) 12 SHALL VERIFY EXINGST FooTIING AT DRIVEWAY CONDITION OSA (N) CONC. SLAB 9 GARAG 05 N.T.S. FINISH GRADE `'a. d e a ed a• 'd a °< d A. �v e, 4 Cpmo.'SL'AB • a q a a < a R311.3.1 EXT. DOOR THRESHOLD 01 N.T.S. QROFESS/p� C . m da /26 9TF OF CAO 09/01 /2025 CON5ULTANT: 0 04 h w Q F� Wuj " UO�� z W 0 L7A�oT Z�<z< Lu dw�Q � Z � z v DETAILS DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 10 1 123252 G56# 4504613 REVISIONS: DATE Z1 OS- 1 1 -2025 09-0 1 -2025 0 DRAWN BY: ANTHONY NGUYEN SCALE: A5 NOTED DATE: 09-0 1 -2025 PROJECT NO: N.2403103 SHEET NO. 12 OF 15 SHEETS D�l CITY OF SANTA ANA PI R Ma Da 24 20 16 12 08 04 ROOF SHTG. STARTER BOARD 2X RR @ 24" O.G. (SEE PLANS) RADIANT 2X BLKG. BARRIER A35 @ 7- 1 6D 32" O.G. NAILS EN. r\ X'-X" GL. (N) R-30 (N) 2X8 GJ @ EN. (SEE PLANS) 1 6" O.G. REMOVE (E) 2X (E) 2X RT @ (SEE PLANS) BLKG. @FASGIA 36" O.G. (E) DBL TOP BOARD 4 RAFTED (SEE PLAN ) PLATES TAILS (N) R- 15 (N) 1 /2" DRYWALL (E) 2X4 5TUD5 @ A01 INTERIOR EXTER104 02 (N) (1) LAYER 5/5" GYP. BOARD TYPE "X" 01 1-HOUR WALL 19 11 EAVE REMOVED DETAIL 07 23 15 EXTERIOR FIBERGLASS CEMENT PLASTER. INSULATION EM N.T.S. BATTS IN 2X PLASTER MIX 1 :4 FOR STUDS SCRATCH GOAT AND 1 :5 FOR BROWN GOAT, ROOF SHTG. STARTER BOARD (1) LAYER 5/8" BY VOLUME CEMENT TO SAND OVER BLDG. 2X RR @ 24" O.G. TYPE "X" GYP. PAPER ON BOTH SIDES (SEE PLANS) RADIANT 2X BLKG. BOARD > (2-LAYER5 OF 60 MIN. BARRIER A55 @ 7- 1 6D GRADE 'D' BLDG. 32" O.G. NAILS (E) 2X STUDS PAPER WHERE @ 1 6" O.G. PLASTER OCGUR5 OVER WOOD -BASED EN. SHEATHING) (E) TO REMAIN U_ X'-X" (N) R-30 (N) 2X8 GJ @ EN. (SEE PLANS) j ° 16 O.G. (2) 2X BLKG. @ .� °. o 2 /o SLOPE (E) 2X RT @ (SEE PLANS) FASCIA BOARD ��" °.d 36" O.G. (E) DBL TOP W/ 2" CONT. STRIP ° (E) PAVED AR :.: (SEE PLAN ) VENT STUCCO PLATES (N) R- 15 PLASTER OVER KLAP ! —_ (N) 1 /2" (WHERE OCCURS) W(E) 2X4 STUDS @ DRYALL-11 p- IO III III— 1 6" O.G. 1 02 (E) CONCRETE ate' X (E) PAVED I (N) (1) LAYER 5/5" - - FOTIII 4`' ° GONG. SLAB SLAB 8OFOOTING SLAB TYPE "X" GYP. BOARD REMAIN 1-HOUR g EAVE UNDERS EXISTING 1-HOUR 22 18 14 10 EAVE DETAIL 06 FIRE RATED EXT. WALL 02 N.T.5. N.T.S. 0 A EXTERIOR WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 5242 = " ' '' ? • _ ' ' ' ' GYM5UM WALLBOARD, RI5ILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS RESILIENT CHANNELS 1 6" O.G. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2X4 WOOD STUDS 1 6" OR 24" O.G. WITH 1- 1 /4" TYPE 5 DRYWALL SGREW5. ONE LAYER 5/5" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1 " TYPE 5 DRYWALL SGREWS 8" O.G. WITH VERTICAL JOINTS LOCATED MIDWAY •: • .:y...,.. .... ..., :..: BETWEEN STUDS END JOINTS BACK BLOCKED WITH ± RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE. INTERIOR OPPOSITE SIDE: ONE LAYER 5/5" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D CEMENT COATED NAILS, 1-1/5" LONG, O.Oq 1 5" APPROX: WEIGHT: 7 PSF SHANK, 1 5/ 1 6" HEADS, 7" O.G. FIRE TEST: BASED ON UL R 1 4 1 q 6 05NIG0537 1, 2- 1 5-05 VERTICAL JOINTS STAGGERED 24" ON OPPOSITE UL DESIGN U305 SIDES. SOUND TESTED WTIH 5TUD5 SPACED 24" O.G. SOUND TEST: NRGG TLg5- 103, 3-q8 NRGG TLg5- 1 1 8, 3-q8 (5TG=50). ALSO SOUND TESTED WITH STUDS SPACED 50 TO 54 5TG SOUND 1 6" O.G. AND WITH TWO LAYERS OR 5/5" TYPE X GYPSUM BOARD ON THE RESILIENT CHANNEL 5IDE (5TG=50). (LOAD BEARING) 21 17 13 09 1-HOUR RATED EXTERIOR WALL 01 N.T.5. ni,ana t& iiaing HI N U N v C7i ::GN -F ASSOCIATES Aop,jqved R T fS, I ' T . RG ERNIE E, $2UN TEL: (714) 46B-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, St ARfVGEMENTS AND I ICATI❑NS CONTAINED IN H END❑CUMENTS ARE THE PROPERTY AND COPYRIGHT OF .e NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. QROFESS/p� C . m � m da /26 sT p)V�\- �P 9TF OF CAO 09/01 /2025 CONSULTANT: V [� W uj uj Z a < O U Z N < W Q ry N < Lu Z N < ICI _ W z Q T/1 V1 � Lu Q Z DETAILS DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 CSC# 4504613 REVISIONS: DATE Z1 OS- 1 1 -2025 0 Oq-O 1 -2025 0 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: Oq-01 -2025 PROJECT NO: N2403 1 03 SHEET NO. 15 OF 15 SHEETS ency I CMS California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 Wanuary 2023 ) Y NIA RPARTY 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. DIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The followingterms are defined in Chapter 2 and are included here for reference P ( ) 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, P 9 9 1 P, 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 art of a larger common Ian of development which in total disturbs one acre P 9 P P or more shall manage storm water drainage during construction. In order to manage storm water drainage 9 9 9 g 9 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 Tans shall indicate how the site grading or drainage system will P 9 9 9 Y 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 overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. Y IN/AI RESPON. PARTY 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 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 (1 0) 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 P 9 ( ) 9 () parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EVs aces to be constructed or available until receptacles for EV charging q P P 9 9 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 b the ALMS. The electricals stem and an on -site distribution transformers P Y P Y Y Y 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. P Y q P P 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11 B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11 B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 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 11 B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location shall be permanently and visibly marked as "EV CAPABLE". location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas ands aces shall be installed at the time of original construction. Y IN/AI RESPON. PARTY 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 read spaces shall be identified b si na a or pavement markings, in compliance with Caltrans Y P Y 9 9 P 9, P 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 (1 0) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 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 9 P P 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 LavatoryFaucets. The maximum flow rate of residential lavatory faucets shall ry 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 P ( 9 P 9 ) 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 P P Y P Y 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 -rinses spray valves. p Y 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 Reg ulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (<_ 5.0 ozf) 1.00 Product Class 2 (> 5.0 ozf and <_ 8.0 ozf) 1.20 Product Class 3 (> 8.0 ozf) 1.28 Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces -force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed -used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. Y IN/AI RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENI OWNER, CONTRACTOR, INSPECTOR ETC.) 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply v 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, a available at: https://www.water.ca.gov/ DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills which do not exceed 3.4 9 P 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 (CalRec cle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual compact P P disc web -based reference or other media acceptable to the enforcing a which includes all of the , P 9 agency Y followingshall be laced in the building: P 9 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: 9 a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH CITY OF SANTA ANA --s PI n*mg,and ilding Agency N U N v 6:�,. ffgfGN + ASSOCIATES �� 1 'y ed .. F 1 GER&qTT EC V N E C TEL: (714) 46B-71 63 WEBSITE: WWW.WIX.COM/ NGUYENADESI0N/ANTH0NY THE DRAWINGS, IDEAS, la tHDOCUMENTS EENTS AND ARVI-GICLA�IONS CONTAINED IN ARE THE PROPERTY AND COPYRIGHT OF ale, NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. IIIIIIIIIIIII Q�OFESS/O m 0-1 MX * da /26 * 9TF OF CAL \F�� 09/01 /2025 GON5ULTANT: IIIIIIIIIIIII C, # W on: �0> Z <-.:) g g4 �- Uj 0 a 0 < � C) X (3 1- T Z N W A 0 ° � 0 � -1_ a Q 1.-� 0 V^/ IL. " < xZ [� `�. z 0 " � < w Cl P4Q ~ lw 't Z w [-* (v I_4 P4 Q j 0) Z Q 7 C��w 0 2022 CAL GREEN BUILDING STANDARD CODE (SHEET 1) DRAWING TITLE: PLAN CHECK: PLAN CHECK# 101 123252 CSG# 4504613 REVISIONS: DATE Z1 05- 1 1 -2025 09-0 1 -2025 0 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 02 OF 1 5 SHEETS Y IN/AI RESPON. PARTY California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 Wanuary zozs) 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 03/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, perch loroethylene 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. TABLE 4.504.1 - ADHESIVE VOC LIMIT,,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. Y N/A RESPON. PARTY 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 COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. Y IN/AI RESPON. PARTY TABLE 4.504.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 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/CCDPH P/DEODC/EHLB/IAQ/PagesNOC.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/CCDPH P/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 Testingand Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," 9 9 , Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, 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 t bl Y IN/AI RESPON. PARTY Y = YES NIA = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENI OWNER, CONTRACTOR, INSPECTOR ETC.) CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systen s. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE accep a e. THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. CITY OF SANTA ANA --'s PI n*mg,,and ilding Agency N U iEN v CS�,�,"„S%fai N +ASSOCIATE S �1 'y ed .............. ......... . FO POERN001TENT C 2 ENCE TEL: (714) 46B-71 63 WEBSITE: WWW.WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, la ARGEMENTS AND I (CATIONS CONTAINED IN l H E�DOCUMENTS ARE THE PROPERTY AND COPYRIGHT OF ale, NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. Q\9kOFESS C. m . da /26 CIVIV �P 9rFOF w_\F 09/01/2025 GON5ULTANT: I� U1 > Z O < -.:) Z ILl 0 a 0 < 7- 0 [� < w N < Ul 7- W z Q T/1 V1 � W O Z 2022 CAL GREEN BUILDING STANDARD CODE (SHEET 2) DRAWING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 CSC# 4504613 REVISIONS: DATE U 05- 1 1 -2025 09-0 1 -2025 0 DRAWN BY: ANTHONY NGUYEN SCALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 03 OF 15 SHEETS CITY OF SANTA ANA CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Calculation Date/Time: 2024-05-28T21:00:13-07:00 Calculation Description: Title 24 Analysis Input File Name: ANTH 0PIY2426ADUadd.rlbd22x CF1R-PRF-03E CERTIFICATE OF COMPLIANCE - RESIDENTbi%L PERFORMANCE COMPLIANCE M ETHOD (Page 7 of 10) Project Name: Resldentlal Calculation Date/Time: 21)24-05-28T21:00:13-07:00 Calculation Descrlptlon: Title 24 Analysis Input File Name: ANTHONY2426ADUadd.r1bd22x WATER HEATING SYSTEMS 01 02 03 04 - _r f 05 06 07 08 09 Name System type Ohitrlbutlon Type Water Heater NanN Number of Units Solar Heating Compact HERS Verification Water Heater System Distrlbution Name (0) DHW Sys 1 Domestic Hot Water (DHW) Standard C i�-v Heatvr 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS 01 02 03 04 OS 06 07 1 Heating Heating Name Element TenkType ;NofUniti Tank Vol. Efficiency Efficiency Rated Input Type (gal) Type Type y DHW Consumer Heater i Gas Instantaneo 1 D u: 0 93 Btu/Hr us 09 10 11 12 13 'lank Standby loss Input: Rating Insulation list Hr. Rating Tank or Pilot R-value or Recovery or Flow Rate Locatlon (Int/Ext) Eff 20000C 0 n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05, 06 07 Name Pipe Insulation Parallel istpl compact Distribution Not Requirec Compact Distribution Type None Recirculation Control Not Required Shower Drain Water Heat Recovery Not Required DHW Sys 1- 1/1 Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 as 06 07 08 09 Name System Type Heerting Unh Name Heating Equipment Cooling Unit Name Cooling Equipment Fen Name Distribution Name Required Count Count Thermostat Type Res HVAC1 Heat pump Heist Pump System 1 Heat Pump System i HVAC Fan i Air Distribution Setback heating cooling 1 i System 1 Registration Number 424-P0100M24A-000-Cro0-0000D00-0000 Registration DateTme: 05f2024:le HERS Provider: CHEERS NOTICE This document flee been penaemd by carrlbmk Home tner�y E7rclerrcy Rsnnp 5srvkse fCHEERS) using inib madon uplii by third perelae allrllated rr1Hl or lobbed m CHEERS. lheamfbre, CHEERS is not reaponeible /or, and cannot guarenros, the accuracy or compkterwas a a fntyrnlatt3i, contained in th+e document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/Time: 202g1-05-28T21:00:13-07:00 (Page 8 of 20) Calculation Description: Title 24 Analysis Input File Name: ANT1HONY2426ADUadd.ribd22x HVAC- HEAT PUMPS Ol 02 03 04 06 06� 07 08 09 10 11 12 13 Heating Cooling Name System Type Number of Units Zonally Controlled Compressor type HERS Verification EfryCiency HSPF / EfficJenty SEER / ;ER / Type HSPF2 / Cap 47 Cap 17 Type SEPR2 EER/ cap CEER Heat Pump Min Split HP 1 HSPF 8.7 1.11300 750C EERSEE R i 1.0.3 Not Zonal Single Heat Pump System System 1 Speed 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 4204 05 1 o6 1' 07 08 09 Name Verifled Alrflow iYrget Verified EE ? verlfied -°red Refrigerant. Verified Verified Heating Verified Heating SEER/SEER2 Required Charge yes HSPF/HSPF2 No Cap 47 Yea Cap 17 Yes Heat Pump System 1-here-irtpump Required 3 Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 04 05 - _ 06 07 OSL9 10 11 12 Name Type Design type Duct Ins. R-value:, f9Yitl;oeation Surface Area Bypass Duct Duct Leakage HERS Verfflcatlon Supply Return supply Retum Supply Return Air Distribution System 1 Unconditioned attic Non -Verified R-6 R e Attic Attic n/a n/a No Fiypass Duct Sealed and Tested Alr Distribution System 1-hers-dlst Jr Reeggistration Number: 424-P010094524A-DDO-000-OOO 0-0000 Registration Date/Time: 06/28/2024 21:18 HERS Provider: CHEERS NOTtaE: This tics umont has boon pe+fartnd pbyy Gliltrrnla Home l:nnaagqyy iiAclaxy Ra 4np Seryk.+ee (CHEFRS) using Inftylr►�bon uploaded by third pardac not a lMiated wEM a' routed to CHE�ERS. Therofbra, CHEERS is not reepor ibis for, and rJnrgt guaHint", hire accurary Or comphienasa Of this 1nf0frnatfbn cpnalned In tf+ta d0cwnenF. CA Building Energy Efficiency Standards - 2022 Residontlal Compliance Report Version: 2022.0,000 Report Generated: 2024-05-28 21:00:31 .... ..... �,.._. .... �nnn.nnn CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/Time: 2024-05-28T21:00:13-07:00 (Page 9 of 10) Calculation Description: Title 24 Analysis Input File Name: ANT1HONY2426ADUadd.rlbd22x HVAC DISTRIBUTION - HERS VERIFICATION 01 02 to 04 05 06 07 08 09 Low Leakage Duct Leakage Duct Leakage Vertfled Duct Verified Duct pNply Buried Low -leakage Air Ducts Entirety In Name Verlflcatlon Torsi"(9i) Location Design Buried Duct! I�IIrLta Handler Conditioned I� � Space Air Distribution Yes (tbtRequired Not Uqui Not Required craft 11111111A tolon Not Required No System 1-hers-dlst HVAC - FAN SYSTEMS - - - - - - - 01 02 03 04 Name Typ Fan Power jNfi11:14011g) Name HVAC Fan 1 f Vn I r 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 Name HVAC Fan 1-heii 02 Verified Fan Watt Draw Rear ,cad 03 Required Fan Efficacy (Watts/CFM) 0.45 INDOOR AIR QUALITY (IAQ) FANS - - 01 02 04 - I 05 06 07 08 09 Dwelling Unit Alrflow (CFM)F(;W/CFM)' /CIMc IAQ Fen Type Includes nw/EMWW IAQ Recovery Includes Fault HERS Verification Status Recovery? Effectiveness - SRE Indicator Display? SFam ADU 27 0.35 Exhaust No n/a No Yes IAaVeni RReeggistration Number: 424-POIOOB4524A-DDO-000-0000000-0000 Registration Date/Tlme: 051=024 21:18 HERS Provider CHEERS NOTXr: This document her been gsnwvtedby Caktlwn/a Home t!ne+py ElRating Service log wing lMbrmatfon uploaded Dy third paroles not arRtJlated with or rrJa6ed toCHee7ts. Therefore, CHei•Rs Is not rseponefble for, and cannot guarantee, the mvracy or compaa eterof the Infa>rrnattort contained In Oft document, CA Building Energy Efficiency Standards - 2022 Resideential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-29 21:00:31 Scheme Version: rev 20220901 CF1R-PRF-01E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 4 of 10) Project Name: Residential Calculation Date/Time; 2 28T21:00:13-07:00 Calculation Description: Title 24 Analysis Input File Name: ANTHOI ft2426ADLIadc1.r1bd22x ENERGY USE INTENSITY Standard Design (ItBtu/ftz - yr) Preip� Design (kBtu/ft yr) Compliance Merlin (kBtu/ftZ yr) Margin Percentage Gross EUI1 49.26 44.75 4.51 9.16 Net EUI2 49.26 Ll.75 '- 4.51 9.16 Notes 1. Gross EUI Is Energy Use Total (not Including PV) / Total Bull! ng Area. 2. Net EUI Is Energy Use Total (including PV) it 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 analysts. • 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 cond _for meeting the modeled energy performance for this computer analysis. Additional detail Is provided in the bulldog tables below. Niglstered CF2Rs and CF3Rs are required to be completed In the HERS Regisl • Quality Insulation Installation (Gill) • Indoor air quality ventilation JU U,� \ • Kitchen range hood f • Minimum Airflow • Verified SEER/SEER2 J j� • Verified Refrigerant Charge Fan Efficacy Watts/CFM • Verified heat pump rated heating capacity I • Duct leakage testing - ZONE INFORMATION 01 02 03 04 OS, 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Gelling Height tatter Heating System 1 Status ADU Conditioned Res HVAC1 407 B DHW Sys i New ReggiEs�tration Number: 424-P0100B4524A-000-0l00-0000000-0000 Registration Date/Tlme: 06/2812024 21:18 HERS Provider: CHEERS NOTICE: rotl cannot pui�i H�aa perrerv�t> aCalllbNO �✓a�et ntrrerv► f 60 Mad �xrip Services (CHEERS) ua+np infomwhon uphaded by third pare not dMilabod with or reeled to CHEERS. Tim -afore, CHEERS b not redponalble 1W. CA Building Energy Efficie+enccyCV �Standards - 2022 Residenattiiiall Compliance documar+t Report version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/Time: 2024-05-28T21:00:13-07:00 (Page 5 of 10) Calculation Description: Title 24 Analysis Input File Name: ANTHONY2426ADUadd.Nbd22x OPAQUE SURFACES 01 02 08 04 05 06 07 D8 09 10 Name Zone Construction Axlrnuth Ortentation Gri Area (fo) Window and Door- oor Area (ft2} Tilt (des) Wall Exceptions Status Front Wall ADU R-15 Wall 90 Front 160 38 90 none New Left Well ADU R-15 Wall 180 Left 1W 0 90 none New Back Wall ADU R-15 Mall 270 Back: :0 12 13 90 90 none none New New Right Wall ADU R-15 Wall 0 Right 50 Roof ADU R-30 Roof Attic n/a n/a 407 nii n/a New ATTIC 01 02 03 04 os 06 07 08 Name Construction Type Roof Rise (x in 12) Roof Rerfr nce Roof Emittence Radiant Barrier Cool Roof Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No FENESTRATION / GLAZING 04 05 06 07 08 09 av 11 12 13 14 01 02 a Name Type Surface f ion Azimuth W1dth (ft) Height 00 Mult. Area (ft2) U-factor U-factor Source SHGC SHGC Source Exterior Shading Window Window Front Well rant 9C 1 18 DA W RC 0.23 NFRC Bug Screen Back Windows Window Back Wall Back 5, 270 1 1122 0.3 NFRC 0.23 NFRC Bug Screen Window 2 Window Right Wall 0 1 28 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 Og 04 Nome Side of Building Area (ft2) U-factor Entry Door Front Wall 20 0.2 Registration Number: 424-PO10094524A-000-000-OODOOOO-0000 Registration Date/Tlme: 05/28/2024 21:18 HERS Provider: CHEERS NOTICE• This docfmant has beengenerated by CaliRunia Home 1*2v y EfXo'alcy rating Sefwcw (CHEERS) using i %tirmatlon uploadedno by third parMn t AAAa ed wiM or slatedwrnJhrn, bo CHEERS. TiCHEERS is not rwponsibla I&, and cannot guarantee, Me accuracy or ompietsnaes Of fro inrolym n contarnad #1 M di. CA Building Energy Efficiency Standards - 2022 Resldentlal Compliance Report Version: 2022.0,000 Report Generated: 2024-05-28 21:00.31 Srhari Vorelnn• raw 7n77ngni CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/Time: 2024-05-213T21:00:13-07:00 (Page 6 of 10) Calculation Description: Title 24 Analysis Input File Name, ANTHONY2426ADUadd.ribd22x SLAB FLOORS 01 02 03 04 05 06 07 08 Nome Zone Area (1t2) Perimeter (ft) Edge Insul, R-value and Depth Edge Insul. R-value ndDepth Carpeted Fraction Heated Slab on -Grade ADU 407 80 tone 0 80% No OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Nome Surface Type R-15 Wall I Exterior Wells Attic RoofADU R-30 Roof Attic Attic Roofs Ceilings (below attic) 03 04 Construction Type Framing tl Mod Framed Wall `� 294 fS n. 0. C. Wood Framed Ceiling Wood Framed Ceiling 2x8 @ 24 in. O, C 7II4@)4in O C 05 06 07 Total Cavity Interior / Exterior Con introus U-factor R-value R- his None / None 0,09.5 I R-0 Non, /0 0.63F, Nona / Nnne 0A32 08 Assembly Layers Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Roofing: Ught Roof (Asphalt Shingle) Roof Deck: Wood Sid Ing/sheathing/decking Cavity / Frame: no Insul. / 2xg Over Calling Joists: R-20.9 Insul, Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 OS Quality Insulation Installation (Call) High R-wolusispnoy Foam Insulation Building Envelope Air Leakage CFMSD CFM50 Required Required N/A n/a n/a Registration Number: 424-POl0094524A-0004X)0-00D0000-0000 Registration Date/Tlme: 05128/2024 21:18 HERS Provider: CHEERS Ni n,Ja document has been pensratad by Cyffromla Moore txharay t'ffldancy PJtMy Servltae rCHMS) wing information uptoadecr by third patrt/ee not ahlrlflated Wth or rai to CHMS. TYwsFom, CHMS is not responrJbh for, end anrwt guarantee, Me accuracy or couple wow of the informs oonbeinad in th daxumertt CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 Schema Version: rev 20220901 (Page i of GENERAL INFORMATION 01 Project Nano Residential 02 Run -Me Title 24 Analysis 03 Project Location 2426 LARCHMnN AVE 04 City SANTA ANA 0!. Standards Version 2022 06 Zlp code 92706 07 0' 11 Software Version EnergyPro 9.1 08 Climate Zone 8 Front Orientation (deg/ Cardinal) 90 10 Building type Single family Number of Dwelling Units 1 12 Project Scope Newly Constructed Addtton 13 Number of Bedrooms 4 1 14 Addition Cond. Floor Area 1111 407 15 Number of Stories 18 Existing Cond. Floor Area 1(ft2) 1325 17 Fenestrdtion Average U-factor 0.3 18 Total Cond. Floor Area 1(}t2) 1732 19 Glazing Percentage (%) 10.60% r20 ADU Bedroom Ccwnt 1 ADDITION ALONE - Project Analysis Parametem 01 02 03 Existing Area (excl. new addition) Addltlolt Area (aid. **ting) Total Area (ft2) (ft2) (ft2) 1325 407 1732 J 04 Existing Bedrooms 1 L3 05 Addition Bedrooms 1 06 Total Bedrooms 4 ADDITION ALONE - ACCMSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS �~ 01 02 1 03 04 ^`� 05 07 08 Zone Name Existing Area (aad. new addition) {ft2) ADU Area (excl. existing) (ft2) Total Area (ft2) Existing Bedrooms Addition Bed1O01ass TAM Madroo m Attached vs. Detached ADU 1325 407 1732 3 1 4 Detached Registration Number: 424-P010064824A-000-000-0000000-0000 Registration Date/Time: 06/28/2024 21:18 HERS Provider: CHEERS AIO±lt E: This document has been penattaeed by GNlomla Mama l4)eeroryy EfrkWcy Rating Services (CHEERS) using information uploaded by third parbee not efhliated with or related to CHEERS. Thenefore, CHEERS to not reepaisiGo for, antee, and cannot guarthe accuracy or mmplabaness or the Infbrmadi contained In this docrmaf CA Building Energy Efflclency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 Cr•h.-. V-rnn• - pnw)ni CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/Time: 202a1-05-28T21:00:13-07:00 (Page 2 of 10) Calculation Description: Title 24 Analysis Input File Name: ANTHONY:!426ADUadd,ribd22x COMPLIANCE RESULTS 01 Building Compiles with Computer Performance 02 This building incorporates features that require field testing a nd/or velfficiiii&n by a tei HERS ratWuatdarf the supervlslon of a CEC-approved HERS provider. 03 Building does not incorporate Special Features L lLli -LLIIWIL� J-,�L�L I� Registration Number: 424-POl0OW24A-000.000.0000000-0000 Registration Date/Tlme: 06128/2024 21:18 HERS Provider: CHEERS N07t • This document has been generated by Catt ml& Home lln y L7r&98ncy Rating Savioes (CHEERS) using Wo maton uploaded by third partlas not arfnliated hvith or ralatnd to CHEERS. ThersAw, CHEERS is not rneponslble flu; and cannot guarentaa, the acc i or aunpleteress a the filbrrnat3n WriteJMd in d4 doafr.wn� CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 Cr•hemn \location ro., 7n77nQM CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Residential Calculation Date/T1mr.202�5-28T21:00:13-07:00 (Page 3 of 10) Calculation Description: Title 24 Analysis Input File Name: ANT1HON7426ADUadd.ribd22x ENERGY USE SUMMARY Energy Use Standard Design Source! Energy (EDRS) (Icetu/ft2 err) Standard Design TDV Energy (EDR2) (kTDV/ft' -yr) roposed Design source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compllenca Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 2.82 0 6.6 0 -3,78 Space Cooling 0 43.14 0 48.52 0 -5,38 IAQ Ventilation 0 5.46 0 5.46 49.02 0 0 0 16.83 Writer Heating 0 65.85 0 Self Utlllzation/Flatdblllty Credit 117.27 109.6 0 7.67 Efficiency Compliance Total 0 0 Photovoltalcs 0 0 Battery 0 Flexibility Indoor UgMing 0 6.83 0 6.93 Appl. a Cooking 0 71 9 0 74,66 Plug Loads 0 I�•; 0 90,34 Outdoor Lighting 0 7.03 0 7.03 TOTAL COMPLIANCE 0 296.37 0 288.46 Registration Number: 424-P010004624A400 000-0000000-0000 Registration Date/Tlme: 05/28/2024 21:18 HERS Provider: CHEERS N07TCe: ThJe daxu+naht has been gaaaretsd byy Gilboafa Home tararpy eincfenccy Ralprg Servirea (CH M- S) warp pNbnnatlon upbadsd by third parties not arf Acted with or related to CHRiIRS. Thwefors, c HEM +. not responsible for, and cannot quawbi the aaumcy or completenep of tow fifurrnabah wnbined in this document( CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-05-28 21:00:31 Schema Version: rev 20220901 Pil Inipg,,and Wilding A enc\ + -� NCivamN v 0% SIGN + ASSOCIATES A,y ed P FO , 'Ef f1pa T01'11E 28'4 A TEL: (71 4) 468-71 63 WEBSITE: WWW.WIX.COM/ N 13 U Y E N A D E S I G N /A N T H 0 N Y THE DRAWINGS, IDEAS, Ma l AR EIONS AND (I-13CA1 IONS CONTAINED IN H DOCUMENTS ARE THE Date' PROPERTY AND COPYRIGHT OF N13UYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN DESIGN + ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. Q / c FLOF E^SS G�.` m X . da ' /26 sT9T C IV 1 \- OF 09/01/2025 GONSULTANT: TITLE 24 - CERTIFICATE OF COMPLIANCE DRA MNG TITLE: PLAN CHECK: PLAN GHEGK# 10 1 12 3 2 8 2 056# 4504613 RE\/1510NS: DATE 05-11-2025 Oq-O 1 -2025 DRAWN 13Y: ANTHONY N6UYEN SCALE: AS NOTED DATE: Oq-O 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 14 OF 15 SHEETS CITY OF SANTA ANA 2022 Single -Family Residential Mandatory Requirements Summary § 150,0(k)1 G: Screw based luminaires. Sow based luminaires must contain lamps that comply with Reference Joint Appendix JAB. * Light Sources In Enclosed or Recssled Luminalns. Lampe and other separable light sources that are not compliant with the JAB § 150,0(k)1H: elevated temperature requirements, including marking requirements, must not be installed in enck�aed or recessed luminaires. Light Sources In Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinstry or linen closets are not required § 150.0(k)11: to comply with Table 150.04 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 linen closet is dosed. § 150.0(ill Interior Switches and Controls. All forward phase out dimmers used with LED light sources must comply with NEMA SSL 7A § 150.0(ll Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. Accessibls Controls. Lighting must have readily accessible wall -mounted controla that allow the lighting to be manually turned § 150All on and off.' Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is 'nstalled § 150.0(k)2B: to comply with J 11150.10(k). ti 160.0fl= Mandatory Requirements. Lighting controls must comply with the applicable requlrernents of $110.9. Energy Management Control Systems. An energy managemort control system (EMCS) may be used to comply with dimm rg, § 150.0(02D: occupancy and control requirements if It provides the functionality of the specified control par § 110.9 and the phys cal controls specifiec In § 150. k)2A, Automatic 8hutoff Controls. In bathrooms, games, laundry rooms, utility =me end walk -In closete, at least one installed luminalre § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatio-off funttIonality. Llghting Inside drawers and cabinets wtth opaque fronts or doom must have controls that turn the light off when the drawer or door is dosed, Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- § 160.0(02F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in theses aces must comply with NEMA SSL 7A. § 150.0(k & Independent controls. Integrated lighting of exhaust fans shall be controlled Independently from the fans. Lighting under cabinets or shelves, lighting in tioplay cabinets, and switched outlets must be controlled aelparatelly from ceiling -installed lighting. baldentlal Outdoor Lighting. For single-family residential buildings, outdoes Iphtirg permanently mounted to a residential building, or to § 160 0(k)3A: other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch cil or an astronomical time dock. An energy management control system that provides the specified control functionality and meats all applicable requirements may be used to meet these requirements, Intsrnally Illuminated address signs. !nterraly Illuminated address signs must either comply with § 140.8 or consume no done than § 150.0(ic)4: watts of r. Residential airiliges for ght or ore Vehicles, Lighting r'ealdential parking gerages for eight or more vehicles mull comply with the applicable requirements for nonresidential aregas in Jill 110.9, 130.0, 130.1, 130.4,140.8. and 141 A, Solar Ruillness: Si6122 43 2022 Single-Famlly Residential Mandatory Requirements Summary Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ni interconnection equipment with backed up capacity of 80 amps or more and four or more ESS supplied branch circurts, Qr a dedicated raceway from the main service to a subpanel that supplies the branch dreults In § 150.0(9); at bask four branch dreufte must be Identified and have their source collocated at a single paneiboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one croup 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 equipmentltrensfer switch within 3' of the main anelboard, with raceways Installed between the panalboard and the switch location to allow the connection of backup r source, § 150.0{tj Hatt Pump Space Heater Ready. Systems uaing gas or propane furnaces to serve Ind Ivldual dwelling units must Include: A dedicated 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 dreuft breaker parmansil marked as 'For Future 240V use " Electric Cooktop Reidy. Systems using gas or propane cooktop to serve Indlvldual dwelling unite must Include: A dedkreted unobstructed 240V branch circuit wiring Installed within 3' of the cocktop wth droult conductors rated at bast 50 amps with the blank cover Identified as "240V ready," and a reserved mein electrical service panel apace to allow for the Installation of a double pole circuit breaker permanently marked as 'For Future 240V us." § 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propene plumbing to serve Individual dwelling u nits must Include: A dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with arcuit conductors rated at bast 30 amps with the blank cover Identified as "240V ready," and a reserved main electrical aervice panel space to allow for the Installation of a double pole circuit breaker permanently marked as "For Future 240V use." 'Exceptions may apply. 5/B122 43 2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuous lyburinD Plot lights are for natural facentral furnaces; household cook nDaPPffences § 11 i (except appliances without an electrical supply voltage connection with pilot lights that consume tees than 160 Btu per hour). and pool and spa heaters. a Building Cooling and Heating Load. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook § 150.0(1 Equipment Volume, Applications Volume, end Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least frve feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems, must ea equipped with liquid line filter driers If required, as speclfled by the § 150.0(h)3B: manufacturer's Instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domes,dc hot water 150.0 1: piping must be Insulated as specified In I 809,1 i of the California Plumbing Code.' Insulation Protection. Plping Insulation must be protected from damage, Including that due to sunlight, moisture, equipment' § 150 00)2: maintenance, and wind as required by 1120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chllled water piping and refrigerant auction piping located outside the conditioned space must Include, or be protected by, a Class I or Class II vapor retarder Pipe Insulation burled below grade must be Installed In a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propene water heaters to serve individual dwelling units must designate a space at least 2.6 x 2.5' x ?'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 more then 2- higher than the base of the water heater Solar WaterLhsating Systems. Soler water -halting systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certfcation Corporation (SRCC), the International Aseodation of Plumbing and Mechanical Officials, Research and Testing (IAPMO Rl or by a Ilating agency that Is approved by the executive director. Ducts and Fans: Ducts. Insulation Installed on an exbting apace -conditioning duct must comply with § 804.0 of the California Mechanical Code (011 if a § 110 8(d)3: contractor irstalI8 the insulation, the contractor must certify to the customer, in writing, that ties insulation masts this requirement. CMC Compliance. All air -distribution system dugs and plenums must mat CMC §§ 801.D-806.0 and ANSI/SMACNA-0DB-2008 HVAC Duct Construction Siarhdards 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 Df metal dusts and Inner core of flexible duds must be merhanlcally fastened. Openings must be sealed with mastic, tape, or other duct -closure system that mats the applicable UL requirements, or aerosol sealant that mats 11L 723. § 160 0(m)1: The combination of meal and elther mesh or tape must be used to seal openings greater than "A", If mastic or tape Is used, Building cavities, air handler support platforms, and plenums designed or constructed with metarials other than sealed shoat metal, duct board or flexible duct must not be used to convey condhloined air. Building cavites and support platforms may contain duds, ducts installed In theses aces must not be tom ressad. ` Factory• Fabricated Duct Systems. Factory-fabhceted duct systems must comply with applicable requlreni for duct construction, § 150 0(m)2: oonnections, and closures; Joints and sums of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes urless such toe le used in combination with meant and draw bands, Flsld-Febricated Duct Systama. Fleld-Ifibricated duct systems must comply with applicable requirements for: pressure-asneitive tapes, § 150.C(m)3: maetics, sealants, and other requirement& apecified for duct construc5on. § 180 0(m)7: Backdrsft Damper. Fan systems that exchange air between the conditioned apace and outdoors must have beckdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have alther automatic or readily accessible, § 150.0(irl manually operated dampers In all openings to the outside, except combustion Inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation muat be protected from damage due tosurlight, mollature, equipment maintenance. and wind. § 150 O(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g., protested by aluminum, sheet metal, painted canvas, or plastic cover), Cellular foam Insulation must be proicted as above or pointed with a water retardant and solar radletion-maietent costing, § 160 0(m)10: Porous Inner Cora Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the inner core and outer vapor burlier. Duct System Sealing and Leakage Teat When spates conditiorirg systems use forced air duct systems to supply londit:oned air to an § 1 500(m)l1: occuplable space, the ducts must be sealed and duct leakage tested, as cortfimned through fled velflostton and diagnostic testing, In accordance with Reference Residential Appendix RA3.1. Air Filtration, Space conditioning systems with ducts exceeding 10 feat and the supply side of ventilation systems must have MERV 13 § 150 0(m)12: cr equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.04 Clean -filter pressure drop and labeling must meet the mquiremal in §160:0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to dose gaps around the Inserted fters to and prevents air from bypassing the filter. 516122 2022 Single-Famlly Residential Mandatory Requirements Summary Space Conditioning System Alrflow Rate and Fan Efflcacy. Space condltioring systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently Installed static pressure probe In the supply plenum. Alrflow must z f r-h I n 5 parCFM r f me air § 15D:0(m)13: be 360 CFM garter o nominal tooling capacity, and an al end Ins unit fie efflcaoy D 46 wefts pe C M to gs u ce handlers and s 0.58 watts per CFM far ell others. Small duct high velocity systeme must provide an airflow a 280 CFM per ton of nominal ccoling capacity, and an alr-handling unt fen efficacy s 0.62 watts per CFM. Field verification testing Is required In accordance with Reference Residential Appendix RA3.3.' Vantllatlan and Indenr Air Ouallrv: Requirements for Ventl latlon and Indoor Air Quality, Al awe Iing units must meet the requirements of ASHRAE Standard 82.2, ' Ventilation and Acceptable I rdoor Air Quality in Residential Buildings subject to the amendments specified in 1150.1 § 50.0(0)1 B: 1dwelling Central Fan Inegreted (CFI) Ventilation Systems, Continuous operation of CFI air handlers Is not allowed to provide the whole- unit ventilation alrflow required per §150.0(o)1C A motorized dampar(s) must be Installed on the ventilation ducts) that prevents all airflow through the space conditioning duct system when the carpel is closed andeontrdied per §150.0(o)16iiidiv. CFI ventilation systems must have controls that track outdoor air ventilaton run time and either open or close the motorized damper(s) for compliance with 150.0 01C. Whole welling Unit Mechanical Ventilation for Single -Family Detached and townhouses . Single-family detached dwelling units, § 150.D(o)1C: and attached dwelling unite not sharing callings, or floors with other dwelling units, occuplable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified In § I50.0(o)1CI-III. § 150.0(c)IG: Local Mechanical Exhaust, Kitdtene and bathrooms must have local mechanical exhaust; nonenckosed kitchens must have demand - controlled exhaust system meeting mclulrernal of §150,0(o)l Gill,enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting 1160.0(o)li iii-iv. Airflow must be measurec by the installer per 1160.0(o)1Gv, and rated for sound per 160.0 01 Gvl. * § 150.0(o)1HU Alrflow Measurement and Sound Ratings of Whole-Dwalling UnN Ventllatlon Systems. The airflow, required per § 160.0(o)1C must be measured by using a flow hood, flow grld, or other airflow measuring device at the fang Inlet or outlet term inaislgrllles per Reference Residential Appendix RA3.7. Whole -Dwelling OR ventilation systems must be rated for sound per ASHRAE 62.2 17.2 at no less than the minimum airflow rate required by A150 0(o)IC. Field Verlflestlan and Dlsgnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.1 and HRV and ERV fan efficacy must be verrrled In accordance with Reference Residentlal Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to oonfirm OR is rated by HVI or AHAM to comply with the airflow rate and sound requirements per 1150. 0 lG Pool and Boa 8vstama and FEcluiomari Certlficadon by Manufactu mrs. Any pool or spa heating sysrern or equipment must be cedfled to have all of the following: compliance § 110.4{aj: with the Appliance Efficiency Regulations and listing In MAEDbS; an cn-off swftclh mounted outside of the heater that allows shutting off the heater without adjusting the thermostal setting; a permanent weatherproof plate or card with operating Instructions; and must not use all is redetance heat) Piping. Any pool or spa heating system or equipment must be installed with at least 38 inches o p pe between the ill and the heater, or dedicated auction and return Imes, or bulltan or bullt-up connections to allow for kAum solar heating. 110, 2: Coven. Outdoor cooks or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Swltchee for Pooh. Pools must have dlrectlorral Inlets that adequately mix the pool water, and a time § 110.41 switch that will allow all pumps to be set or programmed to run only curl oft -peak electric demand periods, 110.5 Pilot Light, Natural gas pool and spa heaters must not have a continuously turning pilot light Pool Systems and Equipment Installetlop, Residential pool systems or equipment must meat the specified requlremenbfor pump sizing, flow rate, piping, filtersand ve ves. Llaritlna: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must most the applicable § 110.9: uirame"ts of J 110.9. " § 160.0(k)1A: Luminalm Efficacy. All installed luminaires must meet the requirements in Tabla 150.0-A, except fighting integral o exhaust tone, IdThon range hoods, bath vanity minors, and garage door openers; navigation Ightkhg lees than 5 wattal and lighting Infemai to drawers: cabinets, and I'nen Coasts wth an aflioacy of at least 45 lumens per watt 150.13(k)IB: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Append x JAB. " § 150.0(Itj1C: Recessed Downllght Luminalms In Ceilings. Luminaires recessed Into callings must not contain screw based sockets: must be airtight, and must ea sealed with a gasket or caulk. Calm ri Electrical Coda § 410.118 must also be met. Light Sources In Enclosed or Russell Luminaires, Lamps and other separable light sources that are not compliant with the JAB 111161 elevated tam rilill requirements, including marking requirsmarl muntnot be installed in enclosed or recessed luminaires. Blank Electrical Boxsa. The number of electrical boxes that are more than five feet above the flnlahed floor and do not contain a § 150.D(kj1 E: luminalre or other device shall be no more then the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fens eat control. Lighting Integral to Exhaust Fans. Llghting Integral to exhaust fans (except when Installed by the manufacturer In kitchen exhaust §150.D(k)1F hoods) must most the applicable negulnernentsof 1150.0 R122 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Calculation Description: Title 24 Analysis Calculation Date/T1me: 2024-05-28T21:00:13-07:00 Input File Name: ANTH0NY2426ADUadd.r1bd22x Planni, and Qjjilding A enl N Ci U =N v 0s:: N +ASSOCIATES Ned T �5$ 0 N C EFO 1 GINO V E28'4E TEL: (71 4) 468-71 63 WEBSITE: WWW.WIX.COM/ NGUYENADESIGN/ANTHONY CF1R-PRF-01E n /� (Pose ill of .) 1 V 1 a DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentatlon Author Name: Documentation Author Signature: Duc Pham LDIIA / phVIM Compel V&nature Data; John Bar & Associates 05/28/2024 Address: , ' . - CEA/ HERS Certification Identification (Happgeable): 16691 Mytinger Lane Clty/5tete/Zip' V J Phone f v Huntington Beach, CA 92647 714-717-6976 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the fol"ri4 under penalty or perjury, under the lows of the State of California: 1. I am eligible under Division 3 of the Bualnesa and Professions Codata accept responsibility for the building design identifi o, thin certificate of Complla nee. 2. 1 certify that the energy features and partial rice speClfleetions ideri lMQd on this Certificate of Compliance toMorm to thh �•equlrements of Tttla 24, Part 1 and Part a of the California Code of Reguletlons. 3. The bullding dealgn features or system dealgn featu rat Identified an this Certificate of Compliance are consistent with the inlibmiation provided on other applicable complle ice documents, woricsheal calculations, plant end spectficatlons submitted to the enforcement agency for approval with this building permit application. Rosponalbie Designer Name, Rasponaible Designer signature: Duc Pham DUAL, Ph4- -11- Date Signed; - Company; John Bor & Associates 05/28/2024 Address: License: 16691 Mytinger Lane C-33819 atY/State/Zlp: _ Phone: Huntington Beach, CA 92647 ` I ' 714-717-6976 Drortally speed by CalNbmla Moms Evilv Efrkawtcy Al Service (CHEERS). TMi ddiig�ital dpnaturo he ► mvovd in wider ro secil foe content of this r9pbtered documwt4 end to no way Impn" Repratratron fto"r respond lNly W Vto §county of tM Onvirratten. Registration Number: 424-PO10064824A-000.000.Oo0ODD0-0000 Registration Dat%Mme: 0SQ&Y024 21:18 HERS Provider: CHEERS NOME, flit document hu been peroWsId by CaNfamla:ferns Mmpy ElRclency Rahn Sol (CHEERS)w+nD hi ben SW uploaded by h)W pill not MNieled with or related to CHEERS. Therefom, CHEERS Is not rimponsibla for, Ill cannot gwmnbae, the accuracy or eomprotener► orf tiro In+brmstbn contained in the document. CA Building Energy Efficiency Standards - 2022 Resldentral Compliance Report Version; 2022.0.000 Report Generated: 2024.05.28 21:00:31 Schema Version: caw 20220901 * 2022 Single-Famlly Residential Mandatory Requirements Summary Nt?TE; Slnpfe-f**y residential bu ktirvs sub*: to the Energy Codes must corrfply MTh 0 applicable mandatory measums, regardless of d1e compliance approach used Ri law the respective aecoon for mars informal (0412022) Buildino Envalol § 110:B(a)1 Alr Leakage. Manufactured fenestration, extarlor doors, and exterior pet doom must Ilmh air leakage to 0 3 CFM per square foot or * less when tested per NFRC-400, ASTM E283, or AAMAIWDMA/CSA 101/I.S.2JA440-2011. § 110.6(9)5 Labeling. Fenestration products and exterior doors must have a label mating the requirements of § 10-111(s). Field fabricated axterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHOO) values from Tables 110.8-A,110.8-B, or JACS for exterior doors. They must be caulked and/or weather-strIpped. All Leaksgs, All jolnts, penetrations, and other openings in the building envelope that are potential sources a air leakage must be § 110.7: caulked asksted, or vimther stripped. § 110.8(a): Insulation CartlMcatkan by ManuWumm. Insulation must be cadfled by the Department of Consumer Affairs, Bureau of Household Goods and Services BHGS 110. Insulation Requirements for Haated Slab Floors. Heated stab Moore must be Insulated per the requirements of § I10.6(g). Rooting Products Solar Reflectance and Thermal Emlttanes. The thermal amittance and aged solar reflectance values of the § 110.Bm; roof rig material must meet the requirements of § t 10.8(i) and be labeled per §10-113 when the Installation of a cool roof Is specified on the CFI R. Radiant Barrier, When required, radiant barriers must have an smittencs i 0A5 or less and bee certfed to the Department of Consumer Affa I rs. Roof Deck, Celli rip and Rafter Roof insulation. Roof decks In newly constructed attics in clhate tones 4 and B-16 area -weighted everag9 U-factor not exceeding 1-0.184, Ceding and rafter roofs minimum R-22 Insulation in woad -frame telling; or arse -weighted eve rage § 160.0(a): U--lector must not exceed 0.043. Rafter roof aIts retiona minimum R-19 ler area -weighted aysrage U-factor of 0.054 or leas. Attic accesa doors must have parrnanantty attached insulation using adhesive or mechanical fasteners. The attic access must be gaeksted to prevent air leakage. Insulation must be Installed In direct contact with a roof or calling which Is sealed to limit Infiltration and exflltratlDr as specified In J 110.7, Including but not limited to placing Insulation either above or below the roof deck or on top of a drywall calling. § 150.0(1 Loosed111 Insulation. Loosefll Insulation must meetthe manufacturers required denaity forthe labeled R-value, Will Insulation. Minimum R-13 insulation in 20 inch wood framing wall or have a tJ-factor of 0.102 or lase, or R-20 in 2x8 inch wood § 150.0(c): framing or have a U•factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry wells must meet Tables 160:1-A or B. Raked -floor Insulation. M r mum R-19 insulation in reined wood framed flocror 0.037 maximum U-factor. Slab Edge Insulation. S ab edge Ineulatlon must most all of Ifhe following: have a water absorption rate, for the Insulation metarlal alone without fecings, no greater than 0.3 percent; have a water vapor permeance no greener then 2.0 perm per Inch; be protectad from physical damage and UV Ill deterioration; and, when Installed as part of a het ed slab floor, meet the requirements of § 110.13(1 Vapor Retarder, In climate zones 1 through 10, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150, d . Vapor Retarder, In climate zones 14 and 18, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2 all Inaulatlon In all exterior wells, vented attics, and unvented attics with air -permeable Insulation. Fenestration Products. Fenestretion, including skylights, separating conditioned space from uncondtionl space or outdoors must have § 150.0(q): a maximum U-factor of 0.45; or area -weighted average U-factor of all fenestration must not exceed 0.45. Flraelame. DaearatIve Oaa Aoelloneee. rind flao Lea: § 110.5(s) Pilot Light. Continuously bumUng pilot lights are not allowed for Indoor and outdoor fireplaces, § 150,0(9) 1 Closable Doors Masonry or fectery-bulft fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory -bunt fireplaces must hays a combustion outailde air Intake, which la at least SIX Bquars Inches In area and is e u pped with a readily accessible, operable, and tight -fitting damper or combuabon4ir control device. ` § 160.0(e�3 Flue Damper. Masonry or facto -built fireplaces must have a flue damper with a readily accessible control. Boats Condltionlno, Water Heatlna. and Plumbina Bvatem: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, ehowsTeads, faucets, and all other § 110.04110:3; regulated appliances must be certlfled by the manufacturer to the California Energy Commission. § 110.2(a): HVAC Efficiency. Equipment must mat the applicable efficiency requirements in Table 110.2-Athr0i Table 111 Controls tar Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 1102(1 heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pu mp alone; and In which the out -on temperature for comprsselon heating is higher than the out -on temperature for supplementary heating, and the cut-offtemperatLre for compression helilill is higher than the cut-off temperature for supplementary heating, Thermostats. All healing or cooling systems not cordrolied by a central energy management control system (EMCS) must have a smack thermostat ' Insulation, lunflned service water hearter storage tanks and solar water- es rig backup tanks must have adequate nsu on, or nk 110.3 c surface heat lose rating. Isolation Valves. Inatantaneous water heaters with an Input rating greater than 8.8 k3tu per hour (2 kW) must have lec'atton valves w th § 110,3(cj8: hose blbbe or other fittin a on both cold and hot water lines to allow forilugining the water heater when the valves are dosed. 5/6122 I19 THE DRAWINGS, IDEAS, ARfVIC3EMENTS AND (CATIONS CONTAINED IN H DOCUMENTS ARE THE PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. QFLOF ESSrn Ile- m # des /26 �T9 C IV 0- TF OF CA1-NF� 09/01 /2025 GONSULTANT: W � wLU O Z } ® < o -ei T z r N a v v h < LU W z Q T/1 K V1 � w Z 0 TITLE 24 - CERTIFICATE OF COMPLIANCE DRAt1NING TITLE: PLAN GHEGK: PLAN GHEGK# 10 1 1 23282 G56# 4504613 REV1510145: DATE 05- 1 1 -2025 Oq-0 1 -2025 DRAWN BY: ANTHONY N6UYEN 5GALE: A5 NOTED DATE: Oq-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 15 OF 15 SHEETS Nnrrlvc. 1. ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER -RESISTANT RECEPTACLE PER GEC 406.11 2. OUTDOOR RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT, PER SEC. 406.9(B) (1 ) 3. A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(5) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THI5 CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. GEC, 2 10-2 3(A) 4. PROVIDE A MINIMUM OF 2 - 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOP5. SUCH CIRCUIT SHALL NO OTHERS OUTLETS. LOADS SHALL BE BALANCED. GEG 2 1 0-52(B) (2) 5. PROVIDE A MINIMUM OF 1 - 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HALL NO OTHER OUTLETS. GEC, 2 1 0-25(A) 6. ALL 1 20-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS IN KITCHEN, FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR 51MILAR ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE. (GEG 2 10.1 2.) LIGHTS, OUTLETS, SD, GM, ETC. XTnrripc. 1. ALL INSTALLED LUMINAIRE MUST BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A. 2. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. 3. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 4. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDING ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM § 1 50.0(K)3Ai (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM § 1 50.0(K)3AH (PHOTOCELL AND MOTION SENSOR) OR ITEM § 1 50.O(K)3Aiii (PHOTO CONTROL AND AUTOMATIC, TIME 5WITGH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMG5). ELECTRICAL NOTES: T AFGI /*AFGI AFGI FL FL AFGI CFI I (N) BEDROOM # 1 (E) 8'-0" GL. HT. (N) SD �p-EA GI / AFGI FLFL AFGI GFGI 42+ . \ SOS 0 FGI OAFCI D + AFL (N) GO GFGI 1 8+t I GFGI 2 X L I GFGI AFGI I A�T-CC w 2 \ (FOR AIR HANDLER) (N) LIVING ROOM I AA AFGI (E) 6-0" CL. H j} W kD { }0 AFGI i ,� 5-2 ` FLU - - CI - - AFGI In FLZ \ FL w EXHAUST \ O O FAN AF1� \ AFGI m "* 50 GFM 1 ) ALL BRANCH CIRCUITS THAT SUPPLY ALL 1 20-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY AN ARC, -FAULT CIRCUIT INTERRUPTER(5). (GEG 2 10.12). FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS. 2) PROVIDE A 20 AMP GFGI PROTECTED ELECTRICAL OUTLET WITHIN 56" OF THE OUTSIDE EDGE OF EACH BATHROOM SINK BASIN. OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT 15 ADJACENT TO THE BASIN OR INSTALLED ON THE SIDE OR FACE OF THE BASIN CABINET NOT MORE THAN 1 2" BELOW THE COUNTERTOP. 5) RECEPTACLES SHALL BE LISTED AND LABELED AS TAMPER -RESISTANT. 4) A MINIMUM OF (1) 20 AMP CIRCUIT 15 REQUIRED FOR BATHROOMS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. GEG 2 1 0.52(D) 5) NO PENDANT LIGHT FIXTURES IN ZONE 5' AWAY AND V ABOVE THE BATHTUB OR SHOWER. 6) LUMINARIES LOCATED WITHIN THE ACTUAL OUTSIDE DIMENSIONS OF THE TUB OR SHOWER, UP TO 5 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD, SHALL BE MARKED AS SUITABLE FOR DAMP LOCATIONS, PROVIDED WITH A SOLID LENS AND BE GFGI PROTECTED. 7) BATHROOM LIGHTING SHALL BE HIGH EFFICACY LUMINARIES (40 LUMENS PER WATT) OR CONTROLLED BY A VACANCY (OCCUPANCY) SENSOR CERTIFIED TO COMPLY WITH SEC 1 1 9(D) GEES. THIS 15 A MANUAL ON, AUTO OFF DEVICE. 5) AUTOMATIC ON OR DEVICES WITH AN OVERRIDE 5WITGH P051TION ARE NOT APPROVED. HIGH EFFICACY, INCANDESCENT LIGHTING OR FANS ARE REQUIRED TO BE SWITCHED SEPARATELY. 9) RECESSED LUMINARIES INSTALLED IN AN INSULATED CEILING SHALL BE IC, RATED (ZERO CLEARANCE) AND AT RATED (AIRTIGHT) AND SHALL BE SEALED AND/OR GASKET BETWEEN CEILING AND HOUSING. 1 0) FOR OCCUPANCIES WITH A HORIZONTAL (FLOOR/CEILING ASSEMBLY) RATED SEPARATION, THE RECESSED FIXTURES SHALL BE PROTECTED TO THE RATING OF THE SEPARATION (1 HOUR) OR BE LISTED FOR THE REQUIRED PROTECTION. THIS GENERALLY APPLIES TO RESIDENTIAL CONDOMINIUM CONSTRUCTION WHERE UNITS ARE ABOVE OR BELOW OTHER UNITS. 1 1) ALL RECEPTACLES LISTED IN SECTION 2 1 0-52 SHALL BE L15TED AS TAMPER -RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTACLES IN DWELLING UNIT FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR 51MILAR ROOMS AND AREAS PER GEG SEC 406.12 FL WEATHERPROOF PHOTO IN/ PLUG GAP CONTROL GFGI/ wP NOTE - HARD WIRED SMOKE DETECTORS [CRC R314] : A MINIMUM OF 20 FT. FROM PERMANENT COOKING EQUIPMENT (OR 10 FT. WITH PHOTO -ELECTRIC TYPE. LEGEND TITLE 24 - 2ND UNIT NOTES: WHOLE -BUILDING VENTILATION RATE j EXISTING WALL TO REMAIN HVAG EQUIPMENT: MINI SPLIT HP SUMMARY: NEW WALL HEATING ENTER THE REQUIRED FAN FLOW RATE (GFM): EFF. TYPE: HSPF HSPF / GOP: 5.7 ■ CONTINUOUS FAN FLOW (GFM) = 407 / 100 + -7.5 (1 + 1) = 20 GFM GAP 47: 12000 (USE 50 GFM) ELECTRICAL LEGEND GAP 1 7: 7 500 COOLING ■ USE THE FAN FLOW RATE FROM THIS SUMMARY FOR SELECTION OF EFF. TYPE: EER5EER THE WHOLE -BUILDING VENTILATION FAN AND FOR THE DUCT DESIGN AMP PANEL (PER PLANS) SEER / 5EER2: 20 FOR THE WHOLE -BUILDING VENTILATION SYSTEM FROM TABLE 7.1. THERMOSTAT - SETBACK I G- IRRIGATION CONTROLLER HEATING $ COOLING I5 DUCTED ■ DUGT 51ZE (IN) = 5" (V DUCT 51ZE ® (WEATHER OR 501L M015TURE BASED) DUCT LOCATION - ATTIC DUPLEX ELEC. OUTLET (1 1 OV) CEILING INSULATION VENTED MAXIMUM ALLOWABLE DUCT LENGTH (FT.) = 1 00'MAX WATER HEATER: DOMESTIC HOT WATER (DHW) THE SWITCH OPERATING THE EXHAUST FAN SHALL HAVE A LABEL =AFGI GROUND FAULT INTERUPTED CIRCUIT NATURAL GA5 STATING: DUPLEX OUTLET (1 20V IN/ ENERGY FACTOR: 0.95 EFF. "OPERATE WHEN HOUSE 15 IN USE" OR/ GFGI 200,000 BTU/HR "FAN 15 TO BE LEFT ON TO ENSURE INDOOR AIR QUALITY" OR/ GROUND FAULT INTERRUPTER) KITCHEN PIPE INSULATION "KEEP ON EXCEPT WHEN GONE OVER 7 DAYS" GFGI/DUPLEX OUTLET (1 20V WEATHER pNp RESISTANT OUTLET, (5FI) DUCT INSULATION VALUES: R-6 EXHAUST FAN SHALL HAVE A SOUND RATING OF 1 50NE OR LE55 WP WATER PROOF FAN SPECIFICATIONS: H t MANUFACTURE PANASONIC - WHISPER GREEN 50 GFM H05E BIBS W/ ANTI-51PHONE WALL MOUNTED LIGHT (FL) MODEL: FV-OS- 1 1 VKL 1 CEILING MOUNTED LIGHT (AFGI - FL) 6" RECESS LIGHT (AFGI - FL) -- HIGH EFFICACY CEILING FAN W/ LIGHT (AFGI - FL) SINGLE POLE SWITCH 2 EXHAUST FAN (1 00 GFM) TO OUTSIDE ENERGY STAR RATED $ HUMID15TAT CONTROLLED LIGHT & EXHAUST FAN COMBO FL FLUORESCENT LIGHT BULB FIXTURE _ (PIN BASE + CERTIFIED TO D DIMMER SWITCH THE ENERGY I GOMMI5510N) +05 OCCUPANT SENSORS +3 3-WAY SWITCH W SMOKE DETECTOR BATTERY Q I ®5D (INTER -CONNECTED) vo z CARBON MONOXIDE DETECTORS ®GO (GRG R3 1 5) SECTIONS R315.1 & R3 15.2 WEATHERPROOF DATA COMMUNICATIONS OUTLET W/ PLUG GAP GFGI/ (INDICATE NONSTANDARD MOUNTING HT.) WP TELEPHONE OUTLET 1 (INDICATE NONSTANDARD MOUNTING HT.) (N) TANKLE55 NOTES: D 1 WH TELEVISION OUTLET �.; A ® (N) TANKLE55 WH 1 9 9,900 BTU (4'-0" MIN. TV (INDICATE NONSTANDARD MOUNTING HT.) it SEPARATE FROM WH VENT TO WINDOWS.) a NOT PROVIDE SHALL VENT THRU ROOF. 2X4 LIGHTS - FLUORESCENT TUBE (CMG 802.8) MO5 MANUAL -ON OCCUPANCY SENSOR (1) IONIZATION MANUFACTURE: RHEEM MODEL: ECOH2O0XLN- 1 (OUTDOOR) H H = HUMID15TAT CONTROLLED VS VACANCY ENERGY FACTOR: OA 3 SENSOR �I GAS: NATURAL ELECTRICAL NOTES: - - AA 5-2 NOTE: PROVIDE AN EXHAUST RATE OF 250 GFM FAN IN THE KITCHEN GFGI HOOD OVER ELECTRIC RANGE: _ IRAN67F: % GE OR 1 60 GFM OD OVER NATURAL GA5 % GE OR 250 GFM (E) MAIN FRONT HOUSE - TO REMAIN - NO CHANGE) (E) AG (E) 24X36 FLR CONDENSER ACCESS A (N) TANKLE55 RELOCATE (N) (GRG R405.4) WH (E) AMP PANEL X I� lil i I �Ll (E) BATH #2 (E) BEDROOM #3 _ (E) 6-0" CL. HT. (I-) V-O" CL. HT. 1[�DI I rz U W w o0 w .c [GARAGE CONVERT INTO ADU UNIT] ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" CITY OF SANTA ANA PI nni ilding A ency z N UEN v C7i ::GN + ASSOCIATES FO 'i-GI�❑VE,•CAV E CE TEL: (714) 4613-71 63 WEBSITE: WWW,WIX.COM/ NGUYENADESIGN/ANTHONY THE DRAWINGS, IDEAS, Ma St ARGEMENTS AND I I[ ATI❑NS CONTAINED IN H E.D❑CUMENTS ARE THE Dale, PROPERTY AND COPYRIGHT OF NGUYEN DESIGN + ASSOCIATES AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH NGUYEN DESIGN + ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF NGUYEN DESIGN + ASSOCIATES. PRIOR TO THE COMMENCEMENT OF ANY WORK. 1. PROVIDE APPROVED SMOKE ALARMS, SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. 2. SMOKE DETECTORS SHALL BE "HARD WIRED" AND SHALL BE EQUIPPED WITH BATTERY BACK-UP @ ALL NEW BEDROOMS. 3. BATTERY OPERATED SMOKE DETECTOR PERMITTED IN EXISTING CONSTRUCTION. 4. FOR SINGLE-FAMILY DWELLINGS AND DUPLEXES ARE NOT CHECKED FOR PLUMBING, MECHANICAL AND ELECTRICAL CODE COMPLIANCE. THESE DISCIPLINES ARE SUBJECT TO FIELD INSPECTION. 5. THE RESIDENCE SHALL CONFORM TO THE STATE ENERGY STANDARDS. 6. WALLS 2 FT. OR GREATER SHALL HAVE AN OUTLET. OUTLETS SHALL BE SPACED MAX. 1.2 FT. APART, AND A MAXIMUM OF 6 FT. FROM END OF WALL5 OR OPENING (GEC 2 1 0-52A) 7. ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTAND RECEPTACLE PER GEG 406.1 1. 5. BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT PER GEG 2 1 0-52(D). ENERGY LIGHTING A. KITCHENS. AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BE SWITCHED SEPARATELY. B. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS. ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR. C. OTHER ROOMS. ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT 5EN50R OR DIMMER. CLOSETS THAT ARE LESS THAN 70 SQUARE FOOT ARE EXEMPT FROM THI5 REQUIREMENT. FOR ALTERATIONS, REPAIRS AND ADDITIONS OF EXISTING DWELLINGS EXCEEDING $ 1,000 CARBON MONOXIDE ALARMS ARE REQUIRED IN THE SPECIFIC PERMITTED DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL -BURNING APPLIANCES. THE CARBON MONOXIDE ALARMS MAY BE BATTERY OPERATED AND NOT INTERCONNECTED. (CRC R3 1 4.5.1 ) - ALARMS WILL BE BATTERY OPERATED. - ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR THE BEDROOMS) AND ON EVERY LEVEL INCLUDING BASEMENTS. (GRG R315.3) - LISTING $ APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHAL FOR COMBINED CARBON MONOXIDE & SMOKE ALARMS ARE ALLOWED. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $ 1,000, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BE PROVIDED WITH CARBON MONOXIDE ALARMS (CRC R3 1 5) - CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE 5PEGIFIG DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WA5 OBTAINED. CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS (CRC, R3 15.1 AND R5 1 5.2) SHALL BE INSTALLED. UL 2034/2075 -IN NEW BUILDING, CARBON MONOXIDE ALAM5 SHALL BE INTERCONNECTED AND HARDWIRED. (CRC R3 15.1 AND R3 15.2) - ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR THE BEDROOM(5) AND ON EVERY LEVEL INCLUDING BASEMENTS. (CRC R3 15.3) - WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. EXCEPTION: INTERCONNECTION 15 NOT REQUIRED IN EXISTING DWELLING UNITS WHERE REPAIRS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHED, THERE 15 NO ACCESS BY MEANS OF ATTIC, BASEMENT OR GRAWL SPACE, AND NO PREVIOUS METHOD FOR INTERCONNECTION EXISTED. QROF E^SS ,, IOAn G/ c j9/01 /2025 CONSULTANT: F� W " UO�� z W L7A�oT Z��z� dw�Lu � Z �Lu O ` v ELECTRICAL PLAN DRAYNING TITLE: PLAN CHECK: PLAN GHEGK# 1 01 123252 C56# 4504613 REV151ON5: DATE Z1 OS- 1 1 -2025 0 09-0 1 -2025 DRAWN BY: ANTHONY NGUYEN 5GALE: AS NOTED DATE: 09-0 1 -2025 PROJECT NO: N2403 1 03 SHEET NO. 07 OF 15 SHEETS CITY OF SANTA ANA Planning and Building Agency Structural Calculation (ASCE 7-16 & CBC Approved FOR PERMIT ISSUANCE 022 ) Master ID: Date: For: Existing garage to ADU ( Address: 2426 Larchmont Ave. Santa Ana CA 92706 Roof Level Dead load • Composition roofing /solar • Rafters • Plywood sheathing • Dry wall & insulation • Ceiling joists Live Load Ceiling dead load Ceiling live load (w/o storage) Ceiling live load (with storage) Floor Level: Single story Dead load • Flooring • Floor joists • Floor sheathing • Drywall • Misc. & insulation Live Load Deck live load Exterior wall dead load Interior wall dead load 6.00 PSF 2.00 PSF (Rafter 10 psf, no ceiling) 1.50 PSF 2.00 PSF 1.50 PSF Total: 13.00PSF (Lateral dead load). 20.00PSF S.00PSF 10.00PSF 20.00PSF 1.00PSF 3.00PSF 2.50PSF 2.50PSF 1.00PSF Total: 10.00PSF 40.00PSF 60.00PSF Special note: Existing roof framing system: Rafters h Add new ceiling joists for ADU 15.00PSF 10.00PSF e��e EF Cs'�G SlgTf V � O�j OF,C CITY OF SANTA ANA anning and Building Agency INPUT DATA & DESIGN SUMMARY JOIST SPAN L = 20 ft DEAD LOAD DL = 5 psf, (w/o self Wt) LIVE LOAD I SNOW LL = 10 psf JOIST SPACING S = 16 in o c. DURATION FACTOR Ce = 1.25 (NDS Tab. 2.3.2) REPETITIVE FACTO (r = 1 15 (NOS 4.3.9. For DSA, 1.0) DEFLECTION LIMIT OF LIVE LOAD d LL = L / 2,V DEFLECTION LIMIT OF LONG-TERM LOAD d 1.5ML+e.331-1.) = L / 244, DEFLECTION LIMIT OF TOTAL LOAD d (DL-LL) = L / 1 FJ,, LYSIS T PROPERTIES & ALLOWABLE MOMENT & SHEAR 1. N. 1 r-la. cirJ areh I ASn R, innlnmoN. Tah S Aral Deep (in) Wt (lbsM) M (ft-Ibs) (Cr included) V (Ibs) El x 10' (In`4bs) 4 100 344 630 9 6 2.00 738 990 33 8 200 1183 1310 76 10 300 1767 1670 158 12 1 400 2375 2030 285 2x Stmrtural nnnalaa Flr.l .reh /A9n Runnlamants Tah 5 dal Deep (in) Wt (IbVfl) M (fblbs) G included) V (Ibs) EI x 10' (in 2-bs) 4 100 574 630 10 6 200 1225 990 40 8 200 1975 1310 91 10 300 2942 1670 188 12 1 4.00 3958 1 2030 338 T.11/1 RS I frnm Tn ciniol d I OA9 nave Sl Deep (in) Wt (Ibslfi) M (11-Ibs) V (Ibs) EI x 10' n'4bs 11718 3.30 6750 1925 450 14 360 8030 2125 666 16 3-90 9210 2330 913 18 420 10380 2535 1205 20 4.40 11540 2740 1545 22 470 12690 2935 1934 24 5.00 13030 3060 2374 26 530 14960 2900 2868 28 5.50 16085 2900 3417 30 580 17205 1 2900 1 4025 T.IIIL90 f frnm TnlrJnisl M 1 W2 nave 51 Deep (in) Wt (Ibslfll M (11-Ibs) V (Ibs) El x 10° in'-Ibs 11718 4,20 9605 1925 621 14 450 11430 2125 913 16 4.70 13115 2330 1246 18 5.00 14785 2535 1635 20 5.30 16435 2740 2085 22 560 18075 2935 2597 24 580 197DO 3060 3172 26 610 21315 2900 3814 28 640 22915 2900 4525 30 660 24510 2900 5306 T IIIN0f1 / frnm T,M a 1nP.1 no a 51 Deep (in) Wt (Ibs/ft) M (ft-Ibs) V (Ibs) El x 10' (in'-Ibs) 11718 4.60 10960 1925 687 14 490 13090 2125 1015 16 520 15065 2330 1389 18 540 17010 2535 1827 20 570 1B945 2740 2331 22 600 20855 2935 2904 24 630 22755 3060 3549 26 650 24645 2900 4266 28 680 26520 2900 5059 30 1 710 28380 2900 5930 AVAILABLE MINIMUM Douglas Fir -Larch SIZ S 2 x 8 No. 2 2 x 8 No. 1 2x_8 Structural AVAILABLE MINIMUM TJI SIZES Hpprov d 117/8"TJI/L65 117/8"TJI/ 91�:OR'�R'R1�`'ISSUANCEI AVAILABLE MINIMUM SSI SIZES 11 7/8" SSI 32MX 11 718" SSI 42MX 11 7/8" SSI 43L ( L / 240, 1.0 in) Master ID: ( L 1240 , 1.0 in) Date: (L/180, 1.3in) 9. Mn 7 nnu i.. Fir.l arch if- vi-AR..- vw Deep (in) Wt (lbslft) M (lit-Ibs) (CF included) V (Ibs) I El x 10' (in'-Ibs) 4 1.00 383 630 9 6 2.00 819 9W 35 8 2.00 1314 1305 81 10 300 1961 1665 168 12 400 2637 2025 303 Where: 1. ASO Supplements. Tab. 5 4a is from American Wood Council, 2001 2. Assume that the joist top is fully lateral supported by diaphragm (CL = 1.0) 3. WoodBeam.Xls is at www engineering-international.com SSI 32MY I frnm Ir.r.. PFC 5An3 nano S R Al Deep (in) Wt (IbsM) M (ft-Ibs) V (Ibs) El x le (in'-Ibs) C x 10° (in'-Ibs 11 7/8 310 5391 2115 460 9.39 14 330 6570 2330 667 10.99 16 360 7684 2530 900 12.50 16 390 8800 2735 1170 14.02 20 4.10 9918 2935 1478 15.55 22 440 11038 3135 1824 1708 24 470 12159 3335 2211 18.62 26 5.00 13279 3540 2638 2015 28 5.20 14401 3740 3106 21 68 30 1 550 1 15524 1 3940 1 3616 23.21 SSI A2MX I frnm ICC PFC-5803 cao 5 R. 61 Deep (in) Wt (lbslft) M (ft-Ibs) V (Ibs) El x le n'-Ibs C x 10° in'-Ibs 11 7/8 3.80 7592 2060 637 9.54 14 4.10 9274 2350 924 11.15 16 430 10863 2620 1246 12.68 18 460 12456 2695 1617 14.22 20 490 14051 3165 2040 15.77 22 5 10 15649 3440 2514 IT32 24 540 17248 3710 3042 18.87 26 570 18849 3985 3622 20.42 28 600 20450 4255 4257 21,97 30 620 1 22052 1 4530 1 4948 23.53 ccl All I lrnm Ir.r. PP17.Allnl n na F A Al Deep (in) Wt (Ibslft) M (114bs) V (Ibs) El x le in'-Ibs(in'-Ibs) C x 10° 11718 4.60 9789 2D80 707 6.81 14 490 12081 2260 1031 791 16 520 14251 2425 1394 8.97 18 540 16269 2590 1944 10.05 20 5.70 18419 2755 2454 11.13 22 590 20573 2920 3026 1221 24 620 22730 3090 3661 13.30 26 6.40 24889 3255 4358 14.39 28 6.70 27050 3420 5119 1547 30 700 1 29212 1 3585 5944 16.56 Downloaded from ascelibrary.org by Thao Tran on 03/20/18. Copyright ASCE. For personal use only, all rights reserved. CITY OF SANTA ANA Planning and Building Agency Approved c Table 27.5-1 (Continued). Main Wind Force Resisting System, Part 2 [h < 160 ft (h < 48.8 m)]: Enclosed Simple Diaphragm Buildings -Wind Pressures -Wall FOR PERMIT ISSUANCE N D Z O D O D N n rn m DI Rxposure D V mi/h Along- 110 115 120 130 140 160 180 200 LIB LIB UB LIB LIB LIB LIB LIB wind Net Wall h ft Pressure 0.5 1 2 0.5 1 2 0.5 1 2 0.5 1 1 2 0.5 1 1 2 0.5 1 2 0.5 1 2 0.5 1 2 160 Ph 55.7 55.1 49.1 61.6 60.8 54.3 67.9 67.0 59.7 81.5 80.3 71.7 96.7 95.0 85.0 131.9 129.2 115.6 173.9 ' 169.9 152.0 223.0 217.5 194.4 42.9 42.4 35.7 47.4 46.8 39.5 52.2 51.5 43.5 62.7 61.7 52.2 74.4 73.1 61.9 101.4 99.4 84.2 133.7 130.7 110.7 171.5 167.2 141.6 150 ph 54.5 53.9 48.0 60.2 59.5 53.0 66.3 65.4 58.4 79.5 78.4 70.0 94.3 92.8 83.0 128.5 126.0 112.8 169.3 165.6 148.3 217.0 211.8 189.6 42.2 41.8 35.3 46.7 46.1 39.0 51.4 50.7 43.0 61.6 60.8 51.5 73.1 71.9 61.0 99.6 97.7 83.0 131.2 128.3 109.1 168.2 164.2 139.4 140 Ph 53.2 52.7 46.9 58.7 58.1 51.8 64.6 63.9 57.0 77.5 76.5 68.3 91.8 90.4 80.9 124.9 122.7 109.9 164.5 161.1 144.4 210.7 205.9 184.5 Pp 41.6 41.2 34.8 45.9 45.4 38.5 50.5 49.9 42.4 60.6 59.8 50.8 71.7 70.7 60.1 97.7 95.9 81.7 128.6 125.9 107.3 164.7 160.9 137.2 130 ph 51.8 51.4 45.7 57.2 56.7 50.5 62.9 62.3 55.5 75.4 74.5 66.5 89.2 88.0 78.7 121.2 119.2 106.9 159.5 156.4 140.3 204.2 199.7 179.2 40.9 40.5 34.4 45.1 44.7 38.0 49.7 49.1 41.8 59.5 58.8 50.0 70.4 69.4 59.2 95.7 94.1 80.4 125.8 123.4 105.5 161.1 157.6 134.7 120 Ph 50.1 44.5 55.7 55.2 49.1 61.2 60.6 54.0 73.2 72.4 64.7 86.5 85.5 76.5 117.4 115.6 103.7 154.2 151.5 136.1 197.3 193.3 173.7 PO 39.9 33.9 44.4 44.0 37.4 48.8 48.3 41.1 58.3 57.7 49.2 69.0 68.1 58.2 93.6 92.2 78.9 122.9 120.7 103.5 157.3 154.0 132.2 110 Ph F49.0 48.7 43.2 54.0 53.6 47.7 59.4 58.9 52.4 70.9 70.2 62.7 83.8 82.8 74.1 113.4 111.9 100.4 148.8 146.3 131.6 190.2 186.5 167.9 PD 39.2 33.3 43.5 43.2 36.8 47.8 47.5 40.4 57.2 56.6 48.4 67.5 66.8 57.2 91.4 90.2 77.4 119.9 117.9 101.5 153.2 150.3 129.5 100 Ph 47.3 41.9 52.4 52.0 46.2 57.5 57.1 50.8 68.6 68.0 60.7 80.9 80.1 71.6 109.3 108.0 96.9 143.1 141.0 126.8 182.7 179.5 161.7 Pb 38.8 38.6 32.8 42.7 42.5 36.2 46.9 46.6 39.7 55.9 55.5 47.5 66.0 65.4 56.1 89.2 88.1 75.9 116.8 115.0 99.3 149.0 146.4 126.6 90 Ph 46.0 45.8 40.5 50.6 50.4 44.6 55.5 55.2 49.0 66.2 65.7 58.5 77.9 77.3 69.0 105.0 103.9 93.2 137.2 135.4 121.8 174.8 172.1 155.2 PO 38.0 37.9 32.2 41.9 41.7 35.5 45.9 45.7 39.0 54.7 54.3 46.6 64.4 63.9 54.9 86.8 85.9 74.2 113.5 112.0 97.0 144.6 142.3 123.5 80 ph 44.4 44.2 39.0 48.8 48.6 43.0 53.5 53.3 47.2 63.6 63.3 56.2 74.8 74.3 66.2 100.6 99.7 89.3 131.0 129.6 116.5 166.6 164.4 148.2 PO 37.3 37.1 31.6 41.0 40.8 34.8 44.9 44.7 38.2 53.4 53.1 45.6 62.8 62.4 53.7 84.4 83.7 72.4 110.0 108.8 94.5 139.9 138.0 120.2 70 Ph 42.7 42.6 37.4 46.9 46.8 41.2 51.4 51.2 45.2 61.0 60.7 53.8 71.6 71.2 63.3 95.9 95.2 85.1 124.6 123.5 110.9 158.0 156.3 140.8 1 Pb 36.5 36.4 31.0 40.1 40.0 34.1 43.9 43.8 37.4 52.1 51.9 44.5 61.2 60.9 52.4 81.9 81.4 70.5 106.5 105.5 91.8 135.0 133.5 116.6 60 Ph 40.9 40.9 35.8 44.9 44.8 39.3 49.2 49.0 43.1 58.2 58.1 57.2 68.2 68.0 60.1 91.0 90.6 80.6 117.9 117.1 104.8 149.0 147.7 132.8 Pb 35.7 35.6 30.3 39.2 39.1 33.4 42.9 42.8 36.6 50.8 50.6 43.4 59.5 59.3 51.0 79.4 79.0 68.4 102.8 102.1 88.9 129.9 128.8 112.7 50 ph 39.0 39.0 34.0 42.8 42.7 37.3 46.8 46.7 40.8 55.3 55.2 48.4 64.7 64.5 56.8 85.9 85.6 75.9 110.8 110.3 98.3 139.5 138.7 124.2 PD 34.9 34.8 29.7 36.2 38.2 32.6 41.8 41.7 35.7 49.4 49.3 42.3 1 57.7 1 57.6 49.6 76.7 76.5 66.2 99.0 98.5 85.8 1 124.6 123.8 108.5 40 Ph 37.0 36.9 32.0 40.5 40.5 35.1 44.2 44.2 38.4 52.2 52.1 45.4 60.9 60.8 53.1 80.5 80.4 70.7 103.4 103.1 91.2 129.6 129.1 114.9 PD 34.0 1 33.9 1 28.9 37.2 1 37.2 31.7 40.6 40.6 34.7 47.9 1 47.9 41.1 55.9 55.8 1 48.0 74.0 1 73.8 63.9 95.0 94.7 82.5 119.1 118.7 103.9 30 P1, 34.7 34.6 29.9 37.9 37.9 32.7 41.4 41.4 35.7 48.7 48.7 42.2 56.7 56.7 49.2 74.8 74.7 65.2 95.5 95.4 83.7 119.2 119.0 104.9 PO 33.0 33.0 28.2 36.1 36.1 30.9 39.4 39.4 33.7 46.4 46.3 39.8 54.0 54.0 46.4 71.1 71.1 61.4 e0.0 90.8 78.9 113.5 113.2 96.9 20 ph 32.2 32.1 27.6 35.2 35.2 30.3 38.3 38.3 33.0 45.1 45.1 38.8 52.4 52.4 45.2 68.7 68.7 59.5 87.5 87.4 76.0 108.6 108.5 94.7 PO 31.8 31.8 27.3 34.8 34.8 29.9 37.9 37.9 32.6 44.6 44.6 38.3 51.8 51.8 44.6 68.0 68.0 58.8 86.5 86.5 75.0 107.5 107.4 93.5 1s pn 31.1 31.1 26.8 34.0 34.0 29.3 37.0 37.0 31.9 43.5 43.5 37.5 50.5 50.5 43.6 66.2 66.1 57.3 84.0 84.0 73.0 104.1 104.1 90.7 PO 31.1 31.1 26.8 34.0 34.0 29.3 37.0 37.0 31.9 43.5 43.5 37.5 50.5 50.5 43.6 66.2 66.1 57.3 84,0 84.0 73.0 104.1 104.1 90.7 aster ID: ate: U.S. Seismic Design Maps CVX5:qfW�. Rt, N� rg/ Planning and Building Agency USGS web services were down for some period of time and as a result this tool wasn't operational resulting USGS web services are now operational so this tool should work as expected. 2426 Larchmont Ave. Santa Ana CA 92706 Latitude, Longitude: 33,76949,-117.85724 nfir: Approved JIFOR PERMIT ISSUANCE OSH PD Master ID: Date: u Grovemont St �o o P&K Research Santa Ana j 75 7 o E Joana Dr z Edgewood Rd M California Motors Direct - Santa Ana Morehead 0 ®Cathy + Associates 0 p o "' Q 0 Goc) le g Map data 02024 Date 5131/2024, 11:39:18 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type value Description SS 1.325 MCER ground motion. (for 0.2 second period) SI 0.472 MCER ground motion. (for 1.0s period) SMs 1.591 Sde-modified spectral acceleration value SMi null -See Section 11.4.8 Site -modified spectral acceleration value SDS 1.06 Numeric seismic design value at 0.2 second SA SDI 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 F" null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.557 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.668 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.325 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.424 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.503 Factored deterministic acceleration value. (0.2 second) S1RT 0.472 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.51 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. 1 of 3 5/31/2024, 11:39 AM CITY OF SANTA ANA Planning and Building Agency LATERAL ANALYSIS ASCE 7-16 - Garage to ADU 2426 Larchmont Ave. Santa Ana CA 92706 Importance factor I = 1.00 Site class D Building Period Coeff C, = 0.02 Response Modification Coeff R = 6.50 Building location & Seismic Design Parameters Ss = 1.325 S, = 0.472 SDs = 1.060 g Seismic design category D Redundancy Factor 1.3 Seismic Response Coeff, Cs = SDs / (R / 1) = 0.21 Base Shear V = 0.21 W VnsD = V / 1.4 = 0.16 W Floor Thickness (in) 12 in Approved PERMIT ISSUANCE Master ID: Date: Smg = 1.591 Fa = 1.200 SM, = 2.011 F„ = 1.500 SDI = 0.481 g > Csmin = 0.01 (Strength) (ASD) Story Shear_ASD Level DL Wall DL I Wi I Plate HTJ Hi I WiHi I Fi Coef I Fi I Story Shr s Roof 13 7 1 20 1 9 10 1 200 1 1.00 1 3.2 3.2 Design shear 0 0 1 0 1 0 0 1 0 1 0.00 1 0.0 3.2 Sum Base Shear 3.2 Psf 20 200 3.2 CITY OF SANTA ANA Planning and Building Agency srg , ItA roved - FOR PERMIT ISSUANCE 7-16 Master ID: v r� I I ZjA o/ 1 c� # 640 (JA ' CITY OF SANTA ANA Planning and Building Agency ic �L(4 ¢) C��`�� = 1260 60 Approved I OR PERMIT ISSUANCE /G, ,/ J? G`�/�v C<� L�i�� Dee r✓ v C J) %) / 12-00 16 = /((0 5/ (Y- 7Vf 6977-IA6)11 Z-) L� .. e i-; V/D e ?:: �, 0 6; �i 6 V/ f, �j -,, W, CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 GENERAL INFORMATION 01 Project Name Residential 02 Run Title Title 24 Analysis 03 Project Location 2426 LARCHMONT AVE 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 4 14 Addition Cond. Floor Area (ft2)407 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1325 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1732 19 Glazing Percentage (%)10.60% 20 ADU Bedroom Count 1 ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 1325 407 1732 3 1 4 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 05 06 07 08 Zone Name Existing Area (excl. new addition) (ft2) ADU Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 1325 407 1732 3 1 4 Detached 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 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-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 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 2.82 0 6.6 0 -3.78 Space Cooling 0 43.14 0 48.52 0 -5.38 IAQ Ventilation 0 5.46 0 5.46 0 0 Water Heating 0 65.85 0 49.02 0 16.83 Self Utilization/Flexibility Credit Efficiency Compliance Total 0 117.27 0 109.6 0 7.67 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.83 0 6.83 Appl. & Cooking 0 74.9 0 74.66 Plug Loads 0 90.34 0 90.34 Outdoor Lighting 0 7.03 0 7.03 TOTAL COMPLIANCE 0 296.37 0 288.46 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 49.26 44.75 4.51 9.16 Net EUI2 49.26 44.75 4.51 9.16 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 buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Minimum Airflow •Verified SEER/SEER2 •Verified Refrigerant Charge •Fan Efficacy Watts/CFM •Verified heat pump rated heating capacity •Duct leakage testing ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned Res HVAC1 407 8 DHW Sys 1 New 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Front Wall ADU R-15 Wall 90 Front 160 38 90 none New Left Wall ADU R-15 Wall 180 Left 160 0 90 none New Back Wall ADU R-15 Wall 270 Back 160 12 90 none New Right Wall ADU R-15 Wall 0 Right 160 13 90 none New Roof ADU R-30 Roof Attic n/a n/a 407 n/a n/a New ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Window Window Front Wall Front 90 1 18 0.3 NFRC 0.23 NFRC Bug Screen Back Windows Window Back Wall Back 270 1 12 0.3 NFRC 0.23 NFRC Bug Screen Window 2 Window Right Wall Right 0 1 13 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Entry Door Front Wall 20 0.2 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade ADU 407 80 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-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 Attic RoofADU Attic Roofs Wood Framed Ceiling 2x8 @ 24 in. O. C.R-0 None / 0 0.638 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x8 R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside 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 Required Not Required N/A n/a n/a 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location DHW Heater 1 Gas Consumer Instantaneo us 1 0 UEF Btu/Hr 200000 0 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 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Res HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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. 0.93 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 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 VerificationEfficiency Type HSPF / HSPF2 / COP Cap 47 Cap 17 Efficiency Type SEER / SEER2 EER / EER / CEER Heat Pump System 1 1 HSPF 8.7 12000 7500 EERSEER 20 10.3 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 Required 350 Not Required Required Yes No Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Supply Return Supply Return Supply Return Air Distribution System 1 Unconditioned attic Non-Verified R-6 R-6 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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. Mini Split HP CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 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 Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 27 0.35 Exhaust No n/a No Yes 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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-01E Project Name:Residential Calculation Date/Time:2024-05-28T21:00:13-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:ANTHONY2426ADUadd.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: 2024-05-28 21:00:31 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: Duc Pham John Bor & Associates 05/28/2024 16691 Mytinger Lane Huntington Beach, CA 92647 714-717-6976 Duc Pham John Bor & Associates 05/28/2024 16691 Mytinger Lane C-33819 Huntington Beach, CA 92647 714-717-6976 424-P010094524A-000-000-0000000-0000 05/28/2024 21:18 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. SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall November 20, 2024 Saul Roman Miranda Also sent via email to: romansaul@hotmail.com 2426 N. Larchmont Avenue Santa Ana, CA 92706 Subject: Address Assignment for an ADU garage conversion at 2426 N. Larchmont Avenue (APN: 003-100-31) in Santa Ana, CA 92706 Dear Mr. Miranda, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new ADU garage conversion proposed at 2426 N. Larchmont Avenue (APN: 003-100-31). 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 To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at 714-667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Cristian Santana Assistant Planner I Exhibit A – Address Plan c: Address Letter for 2426 N. Larchmont Avenue (APN: 003-100-31) Page 2 of 2 Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Sergio Verino, Code Enforcement Principal Exhibit A Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org GRADING PERMIT REQUIREMENTS FOR DETACHED ADU PROJECTS PCC-15 REV: 09/03/2020 Page 1 of 1 A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional engineer shall be submitted for approval prior to issuance of the building permit, and shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that meet all of the following may be exempted from grading permit requirements: 1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities shall be calculated by a California registered professional civil engineer 2. A site drainage plan prepared by a California registered professional civil engineer shall be provided with the following minimum information, but not limited to: a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer b. Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks c. Drainage slopes and flow patterns d. Drainage system such as swales, french drains, water collection and disposal system, etc. e. Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes f. The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. 3. A final certification letter from the professional engineer of record stating that the grades were constructed per the approved site drainage plan, shall be submitted to the building inspector prior to final inspection 4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the California registered professional civil engineer and shall be made a part of the building plans. 5. The site drainage plan and the completed checklist shall be required at the time of architectural plans submittal as part of the building plans package. The building official reserves the right to require a grading plan based on site conditions. This grading permit exemption does not apply to projects in the FEMA Flood Zone. Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU - GRADING PERMIT EXEMPTION CHECKLIST PCC-16 REV: 11/10/2020 Page 1 of 1 THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Address: Yes No 1. ☐ ☐ I have verified that the project address is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐ ☐ I have provided two sets of site drainage plans that is stamped, signed and dated by a California professional civil engineer, to be submitted with the building submittal package. 3. ☐ ☐ I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. 4. ☐ ☐ The site drainage plans include the following, but not limited to, location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 5. ☐ ☐ I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 6. ☐ ☐ I have designed grading such that it will not adversely affect the adjoining properties. 7. ☐ ☐ I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls except where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales to ensure drainage away from the buildings. Any impervious surfaces within 10 feet of the building foundation are sloped not less than 2 percent away from the building. 8. ☐ ☐ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Licensed Number: Date: Phone Number: Email Address: 0 0 x UK1F� O N X k w a- cn ..•4 1� N 0 0 U C �ITY OF SANTA ANA Wing and Buildin99Aency ►.. Y v e d PERMIT [&-SUA O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.  New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.  ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler  Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.  Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.  Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler  Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.  Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.  Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.  Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR SR