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HomeMy WebLinkAbout1519 S Park Dr Unit# 2 - PlanCERTIFICATE NO. 100087 SANTA ANA UNIFIED SCHOOL DISTRICT SCHOOL FACILITIES FEE CERTIFICATION OF COMPLIANCE AND RECEIPT FOR PAYMENT FOR Project Number:PRJ-0901251 Project Request ID:8R8TIF9GHQ Request Contact:NANCY LIN (OWNER) Job Location / Address: 1519 PARK DR UNIT 2, SANTA ANA, CA 92702 Permit Issuing Office: City of Santa Ana This is to certify that all fees due to the Santa Ana Unified School District under Provision of Government Code Section 65995 as a prerequisite to the issuance of a Building Permit have been received, based on the above referenced information, this Certification is hereby Executed. PMT-891135 Address Development Type Construction Type Square Feet 1519 S Park Dr 2, SANTA ANA, CA 92707 Residential Accessory Dwelling Unit (ADU) 959 Permit Number 101126255 Plan Check Number 101126255 891135-Residential Accessory Dwelling Unit (ADU) fees as required in the amount of:$4,958.03 ($5.17 [Rate] x 959 [Square Footage]) Developer Fees Paid:$4,958.03 Payment Method: CHECK: xxxx 8072 Check Date: 05/05/2026 03:55 pm Jeremy Cogan School District Representative Date: 05/05/2026 NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES Pursuant to Section 66020 of the California Government Code and other applicable law, you have a period of ninety (90) days from the date of payment of school fees, mitigation payments or other extractions to protest the validity thereof. This ninety (90) day period commences upon such payment of performance of any other requirement as provided in Section 66020. Any such protest must be in writing and received by the Santa Ana Unified School District within ninety (90) calendar days of the date of the School District Certification above. Plan n i n g a PROJECT DESCRIPTION 11ou NEW ATTACHED ADU (1-STORY) ARCHITECTURAL ASSOCIATED LIMITED PAVING AND SITE WORK Awl,; A.0 COVER SHEET, SITE PLAN, PROJECT INFORMATION ATTACHED Ap A.2 FLOOR PLAN, ROOF PLAN & REFLECTED CEILING PLAN PROJECT INFORMATION 1519 PARK DRIVE U N I T#2 A.3 EXTERIOR ELEVATIONS AND SECTIONS LEGAL DESCRIPTION: N TR 1498 LOT 52 BK 45 PG. 4 EXISTING SFD AREA: = 1170 S.F. A.PN: 013-212-05 ATTACHED ADU AREA F S'P E R S A N TA ANA, CA 92707 A.4 DOOR & WINDOWS SCHEDULES, INT. ELEVATIONS JOB DESCRIPTION: ATTACHED ADU (1-STORY) EXISTING 2-CAR GARAGE AREA: 6 S.F. A.5 DETAILS ZONING: R-1 TOTAL AREA: 2489 S.F. LOT SIZE: 60'(W) X 118'-6" = 7110 SQ. FT. A.6T24 T-24 FORMS EXISTING 1-STORY SFR. EXISTING SFD BUILDING HEIGH : 16'-0" A.6aT24 T-24 FORMS ADU BUILDING HEIGHT: 15'-1 FRONT SETBACK PROVIDED: 29'-5" (20' MIN. REQUIRED) CITY APPROVAL STAMP MAIN HOUSE 3PT`�'--fi�o-l�t�lUIRL�B'O.K. REAR SETBACK PROVIDED : 5'-0" (15' REQUIRED) ADU OPEN SPACE: 1200 S STRUCTURAL 1628 SQ. FT. WITH ADU: 5'-0" 4' REQUIRED) MAIN HOUSE EXISTING OPENIN CE:Q4te: SIDE SETBACK PROVIDED : ADU 4'-4"/5' (4'/4� REQUIRED) MAIN HOUSE LANDSCAPE: 15 6 S.1 STRUCTURAL FRAMING PLAN TYPE V-B ADU LANDSCAPE: 276 SQ. T. CY GENERAL CONTRACT DOCUMENT NOTES S.D1 STRUCTURAL NOTES &DETAILS A GROUP: OCCUPANCY GROUP: R-3 U 0 TOTAL LOT PEREMEABLE SURF CE: 276+1586 =1862 S.F. 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE 17. ALL ROOMS CONTAINING WATER CLOSETS THAT DO NOT HAVE MIN. 5 SQUARE FEET OPERABLE WINDOW SPACE AREA SHALL BE S.D2 STRUCTURAL NOTES & DETAILS FIRE PROTECTION: NON-SPRINKLERED (MAIN HOUSE AND ADU) PRECEDENCE OVER SCALED DIMENSIONS. FLOOD ZONE: X LOT COVERAGE: 2489 /7110 S.F.- 35% (35% MAX.) O.K. 2. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE PROVIDED WITH AN APPROVED EXHAUST SYSTEM WHICH PROVIDES AN AIR CHANGE EVERY 5 MINUTES. S.D3 STRUCTURAL NOTES &DETAILS ADU/MAIN HOUSE sf RATIO: 959 / 1170 = 82% F.A.R.:2129 / 7110 S.F. = 29.9% SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUALITY OF 18. PROVIDE MIN. 30" CLEAR WIDTH FOR ALL WATER CLOSETS AND S.D4 STRUCTURAL NOTES & DETAILS THE ADU/SFD AREA sf RATIO IS FOR PARK & REC FEE ONLY. THE APPLICANT IS WORK OR MATERIAL SHALL BE ESTIMATED UPON AND UNLESS SHOWERS. RESPONSIBLE FOR THE GIVEN "SFR sf" OF THE EXISTING PRIMARY RESIDENCE. BUILDING OTHERWISE ORDERED IN WRITING SHALL BE FURNISHED AND INSTALLED. 19. ALL VENTS FROM BATH FANS AND RANGE HOODS TO GO TO THE SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR sf". ROOF NOT TO THE SIDE WALLS. ALL VENTS FOR FURNACE COMBUSTION 3. IF ANY ERROR OR OMISSIONS APPEAR IN CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITHING OF SUCH AIR TO GO TO THE ROOF NOT TO THE SIDE WALLS. PLUMBER TO LOCATE VENTS SO THEY DO NOT INTERFERE WITH ROOF RECREATION. PROJECT INFORMATION SCALE: ERROR OR OMISSION. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR 20. EXTERIOR DRAIN INLET WHICH CONNECTS TO THE SANITARY WASTE OMISSIONS AND FOR THE COST OF RECTIFYING SAME. MUST BE COVERED BY A SOLID ROOFED AREA. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW 4. DIMENSIONS SHOWN ON PLANS ARE TO THE FACE OF EXTERIOR 21. PROVIDE SOUNDPROOFING FOR DRAINPIPES. AND APPROVAL. MASONRY, CONCRETE, COLUMN OR GRID LINES AND FACE OF FINISH 22. WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS SHALL BE UNLESS OTHERWISE NOTED OR DETAILED. OF CEMENT PLASTER, TILE OR APPROVED EQUAL, TO A HEIGHT OF MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. 5. AL EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD NOT LESS THAN 72" ABOVE DRAIN INLET. MATERIALS OTHER THAN DRAWINGINDEX BUILDING DEPARTMENT NOTES SCALE: VERIFIED BY THE CONTRACTORS. THE ARCHITECT SHALL BE NOTIFIED IF STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ANY DISCREPANCIES ARE DISCOVERED. ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. NOASCALE 6. DIMENSIONS: ALL DIMENSIONS SHALL BE FIELD VERIFIED AND SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE COORDINATED WITH ALL OF THE WORK OF ALL TRADES. THE NOT LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30" = Ws y ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES (762MM) DIA. CIRCLE. W"' ' Santa Ana "`' . © APPLICABLE STATE CODES ARE DISCOVERED. 23. WATER CLOSET SHALL BE MAX. 1.6 GALLANS (PC 402.3) -'3zoo _ _ps�y _w&� 2022 CALIFORNIA BUILDING CODE -TITLE 24, PART 2 OWNER: ARCHITECT 7. CEILING HEIGHTS NOTED ON FINISH SCHEDULE ARE FROM FINISH 24. WINDOWS WITHIN 5 OF FLOOR OF SHOWER OR BATHROOM FLOOR JOB SITE pWalmarlsupercenler 11 TREE L • �- 2022 CALIFORNIA RESIDENTIAL CODE -TITLE 24 PART 2.5 ' NANCY LIN & HSI WU THE ARCHITECTURE GROUP FLOOR TO FINISH CEILING. TO BE SHATTER RESISTANT. „ 25. ALL GLAZING LESS THAN 60 ABOVE A SHOWER OR TUB FLOOR -` wFb^�� - Leda.°A�e _ '^ �^^ I �� 11 �" o!g Matey °n°°I - entennfalRe al y', I 2022 CALIFORNIA ELECTRICAL CODE -TITLE 24, PART 3 2022 CALIFORNIA MECHANICAL CODE -TITLE 24 PART 4 1 1 964 E BADILLO ST. #517 SANTA ANA COVINA, CA 91724 GENERAL CONSTRUCTION NOTES „ AND WITHIN 60 HORIZONTALLY FROM FIXTURES WATER EDGE SHALL BE TEMPERED. CRC R308.4. I,J. ,L _-_ .°nary- A-- TropicarnaDis � i � and weedOefwery // � - erttagge l Marconi A°t�n-live 2022 CALIFORNIA PLUMBING CODE -TITLE 24, PART 5 CA 92707 626-872-8381 P 949-857-4051 (P) ( ) 1. THE CONTRACTOR SHALL EXAMINE THE CONDITION OF THE PROJECT AREA AND PRIOR TO COMMENCEMENT OF WORK REPORT ALL 26. BATHROOM/SHOWER FLOORING SHALL BE LAID OVER 15LB MIN. FELT. �I (of orange °u `0 �Klitseum.� o '/ galley �I__> CVSPharma yymas I-EW A,. ,/ � ios ai i 2022 CALIFORNIA ENERGY CODE -TITLE 24 PART 6 ' 2022 CALIFORNIA GREEN BUILDING STANDARD CODE -TITLE 24, PART 11 DISCREPANCIES TO THE ARCHITECT. 2. CONTRACTOR SHALL IN THE WORK OF ALL TRADES PERFORM ANY 27. LANDING OR FINISHED FLOORS AT REQUIRED EGRESS DOOR SHALL i®planetl130rangeCounty'-- I = .__p a°ple§I as ge I' s 'Dispensary -Orange.. � /- STRUCTURAL ENGINEER: ENERGY: AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE _ NOT BE MORE THAN 1 1/2" LOWER THAN THE TOP OF THRESHOLD. W Ave=w ^'"° Y'"ad - EDW II w OUp CO T Super`ItingMarkels_ CALIFORNIA BUILDING ENERGY STDS I.F.C. ENGINEERING, INC. ECS NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY 28. OPENINGS BETWEEN INTERMEDIATE BALUSTER SHALL PRECLUDE THE 11 ' � ��I� % '� me Depot =% PROVISIONS OF THE CALIFORNIA BUILDING ENERGY STANDARD APPLY 1822 E ROUTR 66 SUITE 328 5702 HERSHOLT AVE., r DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACTOR TO THEIR ORIGINAL CONDITION TO THE SATISFACTION PASSAGE OF A 4 DIA. SPHERE. THE TRIANGULAR OPENINGS FORMED � I -ii'$R,�,Bw�,C^,,x„B,aSOULt1.CAAST��_ t _/�dwardS �a ems,T yMy9J�M METRO -tfe5 ces Corp Se mof^rt�1' TO THIS PROJECT. SEE T-24 SHEETS GLENDORA, CA 91740 LAKEWOOD, CA 90712 BY THE RISER TREAD AND BOTTOM ELEMENT OF A HANDRAIL SHALL ' _w�AVe� -_"' � ��10OF 818-814-8268 (P) 562-461-3749 (P) THE ARCHITECT AND THE OWNER. 6n 3 PRECLUDE THE PASSAGE OF A DIA. SPHERE (509 ) �1=5�I�Ah� S I m� �gFVI^�•' THE DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL JIM WONG ATOUSA YAZDANFAR 3. ALL MATERIALS AND FINISHES INDICATED ON PLANS SHALL BE 29. RETURN HANDRAIL TO NEWEL POST OR WALL. ',' HI"anwi',e� -- -_ _ • IRVINE Bi"dV S COMPLY WITH ALL APPLICABLE SANTA ANA MUNICIPAL CODE PROVISIONS: NEW AND UNUSED. °°�,F_Er 30. PROVIDE TEMPORARY SHORING AND SUPPORT BEFORE ANY WORK -HALECREST �'1 ■ "- 4. CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER INVOLVE THE REMOVAL OF BEARING WALLS. CONTRACTORS. DISCREPANCY, IF ANY, SHOULD BE BROUGHT TO THE 31. PROVIDE 42 n HIGH PROTECTIVE GUARDRAIL FOR DECKS, PORCHES, VICINITY MAP SCALE: APPLICABLE CODE SCALE: PROJECT DIRECTORY SCALE: ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PRECEDING WITH WORK. BALCONIES AND RAISED FLOORS MORE THAN 30" ABOVE GRADE OR 5. CONTRACTOR AND SUBCONTRACTOR TO VERIFY ALL DIMENSIONS ON FLOOR BELOW AND OPEN SIDE(S) OF STAIR LANDINGS. OPENING BETWEEN THE JOB AND REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT. BALUSTERS/RAILS SHALL BE MAXIMUM 4" OR LESS (E)118'-6" 32. REQUIRED VENTING AREA RATIO SHALL BE 1/150 OF ATTIC AREA t8' ROW 6. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED OR 1/300 OF ATTIC AREA IF HALF OF THE REQUIRED OPENING AREA COVERING AGENCIES BEFORE BUILDING ARE OCCUPIED. IS PROVIDED BY VENTILATORS LOCATED AT LEAST 3 FEET ABOVE 6' 7. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT EAVES VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION SETBACK 31, 15-1" (E)32'-6" VIF (E)33'-11" SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION PROVIDED BY EAVES OR CORNICE VENTS. OPENINGS TO HAVE 1/4" (N) DILANTS TO INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE CORROSION RESISTANT METAL MESH COVERING. 0 MATH EXISTING WITH THE LOCAL LABOR CODE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 33. PROVIDE SHOWER/TUB-SHOWER PRESSURE BALANCE OR A THEMOSTATC MIXING VALVE.(PC 470.0) �N) 0 N DWH TAN ENCL. (N) ELEC PAN L TIMELY TMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, 34. DUCT SHALL BE SIZED PER CHAP. 6 OF THE MECHANICAL CODE. (E) C _ -6" (E) ELEC PANE (E) MET __ LIGHT FIXTURES AND ANY OTHER SUCH MATERIALS) TO BE UTILIZED ON THIS PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY THE 35. PROVIDE MEANS OF LIGHTING TO OBTAIN A MINIMUM OF 40 + + + -+ + + +o _GAS _L _ _P_ -+- + + - - - - - - y *' 2 _ y y y lye �N ' c y4 SEWER 1 1 1 1 1 1 y LUMENS/WATTS OR GREATER IN NEW BATHROOMS ++ �____ ___ __ T�Cmwf�) -- - -- - - -- ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF 36. BATHROOM OUTLETS SHALL BE ON A DEDICATED 20 AMP CIRCUIT I+ j zx �� ;� Ld ----------------OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE AND ,--a EQUAL QUALITY AND DESCRIPTION. IF NOTIFICATION IS NOT PER NEC 210.52(d) (N) A�Ct .'� u) RECEIVED BY THE ARCHITECT, THE CONTRACTOR ACCEPT 37. NEW OR REPLACED WATER HEATERS SHALL BE STRAPPED TO THE CONDE , + RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE �'� n I �r I 0 , (E) 1 -STORY N yQ y .y y le y FROND LAWN y .y y IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A SWALE 12 W ' + I MAIN HOUSE y y y ` y y y y y AT NO ADDITIONAL COST AS NOT TO CREATE A HARDSHIP ON THE MINIMUM OF 4" ABOVE THE CONTROLS. (PC 510.5) 2% MIN. SLOP + i -Xv,�VB yy y y� y y y y y AND NOT TO DELAY PROGRESS OF THE WORK. NO EXTENSION I (N) STUBOUT TO ADTYPE ;OWNER OF THE TIME TO THE CONTRACT WILL BE ALLOWED FOR THE 38. LIGHTING INTEGRAL TO EXHAUST FANS IN BATHROOM SHALL + I 4.5:12 SLOPE ALL DIRECTION I+ ; I 4.5 :12 SLOPE Q 1170 S. F. ) ..:. y y y y y y y - CONTRACTORS INABILITY TO SECURE SPECIFIED ITEMS. PROVIDE SEPARATE SWITCHES FOR EXHAUST FANS AND LIGHTS (CEC = + ' � ": ": y y y y y y Q (E)"PR`PNT 1AWN o 9. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR 150K.7.6) i+ ; 1 + ; I \(N) co I I TO ASPHALT SHINGLE ROOFING n (E) 5:12 SLOPE (E) 5: 12 SLOPE MATCH E NG y� y y y y �- SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC. THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND 39. ALL RECEPTACLES IN DWELLING SHALL BE TAMPER -RESISTANT RECEPTACLES (CEC ART. 406.11) N PLANTS TO '* I i \ _ ( ) +� I 0 E A y y yy` _F14_�_' _MIA_I_N J - Q a_ MATCH E X I S TI N NEW AD (E) ASPHALT SHIN E ROOFING I y y AS DIRECTED BY THE ARCHITECT. 40. ALL NEW PLUMBING FIXTURES SHALL BE WATER CONSERVING o I + TYPE I I VB y �E) �P PLANTS, TSB y y CITY MAIN 10. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, (CPC 402.0) � I � I I w I+ ; + I 1-STORY 959 SF i P y &*SHItJRBy y y y y y y y y y y CID w ETC. IN PUBLIC AREAS. ALL SUCH LINES SHALL BE CONCEALED OF 41. HEAT SOURCE PROVIDED -68'AT 3' ABOVE FLOOR LEVEL IN + I t FURRED AND FINISHED. HABITABLE ROOMS (CRC 303.8) I+ I �F� y y y y y y 11'L 11. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER 42. LIGHTING IN BATHROOMS SHALL HAVE A MINIMUM OF ONE HIGH o y y y y y y y y y y y y y y AND DRYWALL SURFACES WHERE IT TERMINATES OR MEETS ANY EFFICACY LUMINAIRE AND ALL OTHER LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR. 07 I v �E) NPAVtED `WALK y y OTHER MATERIALS, UNLESS OTHERWISE NOTED. ________ __ ---------- AN y y y y y y y 43. LIGHTING IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS. ALL I 2.5 :12'SLOPE' 25 :i2 SLOPE I y y y y y y y 12. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF LUMINARIES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY N o - I y y y y y y y PLASTERED OR DRYWALL SURFACE UNLESS OTHERWISE NOTED. A VACANCY SENSOR. EAR RD 9 I ' 13. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHINGS, 44. OUTDOOR LIGHTING. ALL LUMINARIES MOUNTED TO THE BUILDINGS 1 of N P V G � d I , LL COPING AND EXPANSION JOINTS SHALL BE WEATHER PROOF. ON THE SAME LOT SHALL BE HIGH EFFICACY OR SHALL BE c� 00 I E ^ (E) ASPHALT SHINGLE ROOFING *1 -� I (E) i CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION w -r I +1 O7 14. WHERE CONCRETE OR PAVING MEETINGS VERTICAL CONCRETE n THICK AND MASONRY WALLS OR COLUMNS, FILL JOINTS WITH 3/8(E) (WITH OVERRIDE). SEE 150(K)9 FOR REQUIREMENTS. 45. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 � i (E) DRIVEWAY w EXISTING 2-CAR GARA I 4 360 SF DRIVEWAY *1.2x: (E) Lu PRE -MOLDED EXPANSION JOINT FILLER AND CAULK. 15. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) FOR THE ENTIRE CIRCUIT NOT JUST THE OUTLETS. 210.12). - - ----_ v I _-----_ _---- _-_ _ _ _ _ _ _ _ _ _ _ _ - - _ _ PL _ _ _ _ AND (CEC (E) CMU ALL 5'-6" _� 16. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS 46. SINGLE FAMILY RESIDENTIAL REAL PROPERTY: FOR IMPROVEMENT (E)13'-4" (E)20' 20'-6" (E)31'-7" REQUIRED AT STUD WALLS FOR SUPPORT OF TOILET FIXTURES AND ACTIVITY REQUIRING A BUILDING PERMIT, THE PERMIT APPLICANT IS OTHER EQUIPMENT. REQPONSIBLE FOR REPLACING ALL NON -COMPLIANT PLUMBING (E)33'-4" VIF (E)55'-9" VIF (E)29'-5" SETBACK FIXTURES WITHIN THE BUILDING WITH WATER -CONSERVING PLUMBING 0 FIXTU 47. ALL CONCEALED WORK INSTALLED WITHOUT PERMITS MUST BE EXPOSED FOR INSPEC11ON TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS, STRUCTURAL MEMBERS, MECHANICAL, ELECTRICCAL, PLUMBING AND INSULATION. GENERAL NOTES SCALE: SITE / LANDSCAPE PLAN 1 =10,-0' 1 akfiJn g Ac en PC 11-20-25 PC2 02-10-26 ZL e rSLJA[s CF �o 0 O V - CD om�� Z -a C 7 �Ze� U LLJ = U o °o _J 00 CK_J_ CV co U co M I- N L" z LLJ `L, w coo= �- rn a- C) D J � yt C 9131 2.31_2027� OF z Q LLJ Q U z Q 0 0 LLJ LL- LLJ z U-) z v W LLJ :�> LLJ O CD 0::� 0::� U Cl- Cl- N r- z o ::D r-- N W > Q 1 Q � U C:1 Q i Q =D CL Q DATE: 5-16-2025 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-08 DRAWING TITLE: ATTIC VENT AREA : 959 SF/150 = 6.4sq. ft. MIN. E — 4x .5 X1.0 EACH = 2 sq.ft. W — 4x .5 X1.0 EACH = 2 sq.ft. N — 1x 1.0 X1.5 = 1.5 sq.ft. S — 1 x 1.0 X1.5 = 1.5 sq.ft. TOTAL = 7.0 sq. ft. > 6.4 sq. ft. OK * INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE REQUIRED SPECIFICATIONS * VENT OPENINGS SHALL BE MIN. 1 /16 AND MAX. 1 /4" WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIALS (R 806.1) * PROVIDE A MIN. OF 1" SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE VENT (R806.3) I I F(`FNIfI• NEW CONSTRUCTIONS/WALLS AH (N)YORK MINI —SPLIT UNIT A/C —HEATER CONDENSER HEAT PUMP. OR APPROVED EQ. FAN PLUMBING FIXTURES FLOW RATE LIMITATION (SEC. 4.303 a. WATER CLOSET - 1.28 GALLON PER FLUSH b. SHOWER HEAD - 1.8 GALLON PER MINUTE AT 80 PSI c. LAVATORY FAUCETS - 1.2 GALLON PER MINUTE AT 60 PS d. KITCHEN FAUCET -1.8 GALLON PER MINUTE AT 60 PSI (N) ELECTRIC TANK PUMP WATER HEATE RHEEM ECEPH50T2 F 1—HP, 4.5KW, 208/'r RESIDENTIAL HYBRID APPROVED EQUAL. F WATERPROOF METAL ENCLOSURE. sou .ATU (N)YORK MINI—SPI A/C —HEATER COf HEATER PUMP. S1 LEGEND:( NOT ALL ARE USED) SINGLE POLE SWITCH $p, S SINGLE POLE SWITCH. D-DIMMER. S= OCCUP. SENSOR $2, 3 LIGHT SWITCH WITH MULTI POLES CONTROL OUTLET JB JUNCTION -BOX OUTLET wP WATER -PROOF OUTLET OO RECESSED DOWN LIGHT WITH FLUORESCENT FIXTURE WALL MOUNTED LIGHT WITH HIGH EFFICENCY FIXTURE (EXTERIOR/INTERIOR) PHONE /DATA JACK SMOKE DETECTOR 0❑ CARBON MONOXIDE DETECTOR SOLATUBE EXHAUST PIPE OR FAN. ATHRO M 1: E U FAN -ENERGY STAR. IAQ FAN CONTINUOUS VENTILATION. 59 CFM; EXHAUST DIRECTLY OUTSIDE BATHROOM 2: EXHAUST FAN -ENERGY STAR WITH HUMIDITY CONTROL 0 INTERMITTENT 50 CFM MIN.; EXHAUST DIRECTLY OUTSIDE KITCHEN: EXHAUST FAN -ENERGY STAR 130 CFM TABLE 150.0-G) OVER ELECTRIC RANGE. EXHAUST DIRECTLY TO OU SIDS DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MIN. NO. 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R302.5.2) Al FAN n BEDROOM\,1 CL+T@CL B OM #3 . F.1 0 0� 0 LINEN 3d"X30"ATil C / A(LC ESS J I ONN:2iioi%% '0 ) LIVING ARE DINING TO (E) GARAGE LIG FLOOR SUB -PANEL SINGLE PHASE (N) 240V, 3-W CITY OF SANTA ANA Planning a d �UhOmq A e Ap r FOR PER I Master ID: Date: SCALE: 1 /4"=1'-0" ti V ROOF PLAN 11/4"=1'—OSCALE: SCALE: , I 3 CEILING/LIGHTING PLAN 1 /4"=1'-O , 1 2 LIVING ARE DINING TO (E) GARAGE LIG FLOOR SUB -PANEL SINGLE PHASE (N) 240V, 3-W CITY OF SANTA ANA Planning a d �UhOmq A e Ap r FOR PER I Master ID: Date: SCALE: 1 /4"=1'-0" ti V ROOF PLAN 11/4"=1'—OSCALE: SCALE: , I 3 CEILING/LIGHTING PLAN 1 /4"=1'-O , 1 2 r YI CITY OF SANTA ANA Planning a Ap W NEW EXISTING CE ASPHALT SHINGLE ROOFING GAF TIMBERLINE HD OR APPROVED EQUAL FOR PER Jill II II II II II II II II II II II II II II II II II II II II II II IIII 0 TO MATCH EXISTING II II II II II II II II II II II II JPTTIIIC II II II II II II II II II II Jill C LII-R NIA F AMI G Fq FASCIA . COLOR: WHITE TO MATCH EXISTING 1111 II II II II II II (N I R I �) II II II II II II II II II II II II �I I�II II II II II II II II II II II II II II II II II II II II Jill 0 II II II II II I SEE STRUCTURAL DP. A5 II II 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 11 II 11 II 11 11 11 Jill ST O STUCCO. MEDIUM TEXTURE FINISH II II II II II II II II II II II II II II II II II II II II II II II II II II II I 0 COLOR: BEIGE TO MATCH EXISTING Master ID: II II iJ, II II II II II II II II II II II II II II II II II II II II II II II III I E) ROOF SYSTEM DR DOORS. WOOD DOOR. SEE SCHEDULE FOR SIZE Date: 2X C.J. W/ PROTECT IN PLACE DOOR/FRAME. COLOR: WHITE 1 /2" GYP. BD 2X4 STUD WALLZI Ln R-30 INSU W/5/8" GYP. BD. TYP, X BOTH IDES E) 2X STUD, WALL �/ WN WINDOWS: AUMINUM WITH GRID TO MATCH EXISTIN FRAME COLOR: WHITE TO MATCH EXISTING (N) 5/8 GYP. BD Al °' �-15 INSUL. 0 ROOF SHEA ING TM WINDOW TRIM. 4" AND ARCHITECTURAL TREATMENT: BATH #2 HALL -1 KITCHEN (E) GARAGE DESIGN/STUCCO FINISH TO MATCH EXISTING COLOR:WHITE TO MATCH EXISTING FF ONNIC. S A B - - E) GARAGE WH NEW TANKNESS WATER HEATER WITH METAL ENCLOSURE COLOR: TO MATCH STUCCO F CONC. SLAB 4 A5 OPP � J � )� A5 SECTION A 7 LEGEND 3 1/4"=1'—p" NOALE: 12 4.5 12 4.5 . 0- 0 ---------------------- Lo in / �.� (E) GARAGE - - - - - - - - - - - - - - - - - - - -- ---- M.----.------ F.F. F.F. AINT TO MATCH ADU WALLS SOUTH ELEVATION 6 NORTH ELEVAT ON 2 1/4"=V-07y 1/4'SCALE1'-0" 12 12 2.6 � 2.6 :mmm! T.O. P. T.O. P. N O O N N------- ----- ---- WN Lo Ln WN' =--- -=-------- ------ ----- N Ld Li TM TM 1 iiII o0 iI A5 0o - ---------------------- -- - -F.F. G. F F.F.-------------------------`- -- --- DR tx 0 --\THRESHOLD 1 1 /2" MAX WEST ELEVATION 5 EAST ELEVATION 1 1/4'SCALE1'-0" 1/4'LE1'-0" pr mi- cfHz*mq A em PC 11-20-25 PC2 02-10-26 A ve ISS ZN Ell T5§ U � O ZmiCD H ¢ HP iE L�LJ ~ F-: = O U �cc� J_ N_ °O U m I� N � Q w zw W �- rn wU� SE0 ARC P G J � it C 9131 _31_2027� OF C C/) z O Q L-1 I LLJ O w x w N Z CD ::D r-- N p') w l >Q � U Q Y o Qa U CL Q DATE: 5-16-2022 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-08 DRAWING TITLE: A,, 3 CITY OF SANTA ANA WINDOW MATERIALS REMARKS DOOR MATERIALS REM AIR�Tnmg a WINDOW SIZE IS = INSUL. AND DUAL GLAZING U.N.O. �� � S = �o/SL= DOOR SIZE 0 = PTD=PAINTED (VERIF � WITH OWNER) NO. �, O _ H o v BK=BLACK NO �, O o0 o N ST=STAINED (VERIFY WITH OWNER) W x HT _ Q oZ ���� ' �� SWH=WHITE W x HT x THK Q o= ���c� Z it i� AL -ALUMINUM v SS J J SLIDING F= FIXED DH= DBL HUNG T TEMPERED GLA S S = SAFETY A 4'-6" x 4'-0" 1 AL 6'-8" SL WH IS 0.3 0.21 1 3'-0" x 6'-8" x 1 3/4" A WD 6'-8" PTD SC -FOR PE NOTE: B 5-0" x 4'-0" 1 AL 6'-8" SL WH IS 0.3 0.21 2 2'-6" x 6'-8" x 1 3/8" A WD 6'-8" PTD HC - PROVIDE CONCEALED WOOD BLK'G. BEHIND ALL CABINET AND MIRROR LOCATIONS C 2'-0" x 1'-0" 2 AL 7'-0" SL WH IS 0.3 0.21 3 2'-6" x 6'-8" x 1 3/8" A WD 6'-8" PTD HC - PROVIDE WATER RESISTANT GYP. BD. AT RESTROOM AREAS. 4 2'-6" x 6'-8" x 1 3/8" A WD 6'-8" PTD HC - Master ID: NON -ABSORBENT WALL AJT. TO SHOWER, TYP. 5 2'-8" x 6'-8" x 1 3/8" A WD 6'-8" PTD HC - Date: 00000 1 6 2'-6" x 6'-8" x 1 3/8" A WD 6'-8" PTD HC - 7 2'-6" x 6'-8" x 1 3/8 A WD 61-822 PTD HC - \\\ I a °° I I WINDOW SCHEDULE SCALE: 8 8 5'-O" x 6'-8" (SLIDING) B AL 6'-8" ANO - - CLOSET SLIDING No 9 3'-0" x 6'-8" x 1 3/4" A WD 6'-8" PTD SC - 20 MINS RATED, SELF -CLOSING & SELF -LATCHING I _ \ lit I III SEE SCHEDULE SEE SCHEDULE 0 0 2'-6 x 6'-8" x 1 3/8 WD 6 -8 ITD SC - 2 i-6 n Lu WATER CLOSETL WOOD BASE p p DOOR TYPE NCCALE: 4 W W SEE PLAN SEE PLAN ELEVATION - A ELEVATION - B ELEVATION - C ELEVATION - D cn c/') 00 w w Q0/ W I (/•) V) / A B C \ STYLE AND TREATMENT TO MATCH EXISTING A \ B FRONT HOUSE BATHROOM SCALE: �4 LEl' 8 WINDOW TYPE 7 DOOR TYPE 3 0" NOALE: NOALE: 7 8" EXT. CEMENT P ASTER OVER METAL LATH ON 2 LAYERS OF :'' 4X HDR. NOTE: "D" BUILDING GRA5/8" ;.{ PROVIDE CONCEALED WOOD BLK'G. GYP. BD. (MARLITE PAPER 7/8" EXT. CEMENT WHERE SCHEDULED) ' , » 5/8 GYP. BOARD BEHIND ALL CABINET AND MIRROR LOCATIONS PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE "D" BUILDING HEADER SEE STRUCTURAL PLAN DBL 2x4 @ JAMB PAPER SEALANT BOTH SIDES 2X4 FLAT FAN HOOD 24 GA. GALV. METAL CONT. 2x4�] BELOW HEADER 'Z' FLASHING ;`::I WITH DRIP GALV. H. MTL. FRAME 14 GA. PAINT FINISH MATCH (E) ® HEAD ONLY-----.., T 1/2" SHIM DOOR AS SCHEDULEDPROVIDE �! CONT. N WEATHERSTRIPPING AT EXT. CEMENT Z\V z FRAME PLASTER @ JAM "J" MOLD CAULKING � REF. SPACE / SEALANT b 1" DOUBLE GLAZED ALUM./VINYL WINDOW \ I SYSTEM I- Qo r7 I I \ HEAD HEAD I N OVEN 5/8" GYP. BOARD 4 X 6 POST, WHERE OCCURS 5/8" GYP. BOARD WOOD BASE SPACE (MARLITE PANELING WHERE OCCURS 7/8" EXT. CEMENT ::.. 2X4 STUD 7/8" EXT. CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF :- :'`:: E L E V A T I O N - A E L E V A T 1 0 N - B PLASTER OVER METAL LATH ON 2 LAYERS OF "D' 2X4 STUD AT 16" O.C. WITH R-19 INSULATION GRADE "D" BUILDING 1/4" SHIM GRADE BUILDING PAPER PAPER SEALANT BOTH SIDES "J" MOLD " "J" MOLD 1 LAYER #15 BUILDING PAPER WRAP JAMB N GALV. H. MTL. FRAME PAINT FINISH. MIN 3 14 GA. ANCHORS PER JAMB CAULKING KITCHEN SCALE: 1 4' =1'-0" SEALANT PLYWOOD SHEATHING SILL BELOW 1" DOUBLE GLAZED VINYL WINDOW SYSTEM DOOR AS SCHEDULED NOTE: PROVIDE CONCEALED WOOD BLK'G. PROVIDE WATER RESISTANT GYP. BD. AT RESTROOM AREAS. JAMB JAMB BEHIND ALL CABINET AND MIRROR LOCATIONS NON -ABSORBENT WALL AJT. TO TUB, TYP. SCHEDULED DOOR 1" DOUBLE GLAZED MIRROR DOOR BOTTOM DOOR W/ PERIMETER ALUM./VINYL WINDOW VINYL WEATHER STRIPPING WEATHERSTRIPPING SYSTEM WITH RAIN DRIP 1/2"X5" SEALANT 10000 cl ACCESSIBLE ALUM. DOOR JAMB EXTENSION BEYOND THRESHMASTIC.OADSETIN LIGN FLUSH W/TILE CAULKING \ ��� / EXT. CEMENTo CONCRETE SIDEWALK SEALANT PLASTER ® JAMB — _ o SLOPE 1 /4"/FT. AWAY FROM DOOR (MAX.) FLOOR FINISH ((CARPET °O Q `� to 0O CONDITION SIMILIAR) FOR TILE ENTRY, CONC. SLAB `'`. x SEE DETAIL 2/SD-1 1/2" SHIM CONT. 2x47T ° a d• MATCH (E) — -T:7 °, a• ° 2X4 FLAT 2' 6" 2'-6" 3'!—WATER SEALANT ° d . DBL 2x4 ® JAMB CLOSET d° ° ° ° a 5/8" GYP. BOARD WOOD BASE 3/8" EXP. JT. W/FILLER d 7/8" EXT. CEMENT AND SEALANT a PLLASTER OVER METAL °'. LATH ON LAYERS OF GRADE "D'BUILDING ,. ELEVATION - A ELEVATION - B ELEVATION - C ELEVATION - D • PAPER FILLER BOARD d a d , FOR FROST DEPTH NOTE, SEE DETAIL 3/A-15 THRESHOLD SILL DETAILS SCADOOR 6 WINDOW DETAILS 5 BATHROOM LE1'-o" 1 1 /4'LE1'-0 1 �4'LE1'-o" 1 /4 pr mi- etHdiInq A em PC 11-20-25 PC2 02-10-26 Q ve iss i- Z2N O CD U LLJ = U o -i cy) oc� J_ N_ CO U m r- N W w �- rn a_ C) SAD ARC J � �t C 9131 _31..2027= OF LLJ I 0 (f� LLJ z = (:D U Q 0 LLJ I 0 w z_ 0 (J-) � � Q LJ 0 z O w 0 � N z o N _ p� w > Q Q E U 1 � Y Q U CL Q DATE: 12-27-2022 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-10 DRAWING TITLE: A,, 4 Planning a ASPHALT COMPOSITION SHINGLE ROOFING FLASHING PER CRCR905.2.8 ASTM D225 (TO MATCH EXISTING) SIMPSON ST2115 TIE STRAP +- ® 32" O.C. SEE STRUCT. ROOF SHTG. 3/4" THK. SEE STRUCT. ASP ALT COMPOSITION SHINAp RooING (TO MATCH EXISTIN 2x R R. PE'rb R PER 2x LOCKING 2x C.J. 0 16" O.C. WHERE OCCURS PR VIDE ATTIC VENT W/ SCREEN BE EN R.R. SEE ROOF PLAN 2x Al a Ste r I D : 2x FASCIA' WHE E kCURS ate: 2x R.R. PER PLAN R-30 BATT INSULATION 7/ THK. EXTERIOR STUCCO SIMPSON "U" HANGER 1/2" GYP. BD. FIN. TYP. W/ -LATH OR APPROVED EQ. R-15 BATT INSULATION 2x4 STUD ®16" O.C. * SEE 1/- FOR ADDITIONAL INFORMATION ROOF BEAM OR EXT. PLYWD SHTG. ROOF BOARD PER PLAN * SEE STRUCTURAL FOR ADDITIONAL INFORMATION SEE STRUCT. * SEE STRUCTURAL FOR ADDITIONAL INFORMATION — SCALE: 13 — SCALE: 9 RIDGE DETAIL SCALE: �'=1'_0" 5 E A V E DETAIL SCALE: 1 NTS NTS 1 1"=1'-0" * SEE 1/- FOR ADDITIONAL INFORMATION ASPHALT COMPOSITION SHINGLE ROOFING 2x NAILER "X" 2x R.R.@ 16" O.C. SHIM 1-LAYER 5/8" TYP, GYP. BD. FIN. BOTH SIDES `-WOOD EXT. PLYWD SHTG. BATT INSUL. 2x RIM RAFTER -- 2x FASCIA WHERE ' OCCURS 2x BLKG. 1-LAYER 5/8" TYP, "X" GYP. BD. FIN. 7/8" THK. EXTERIOR STUCCO W/ K-LA H 1 /2" GYP. BD. FIN. TYP. 2x4 STUD ® 16" O.C. 2x4 STUD Q 16" O.C. R-15 BATT INSULATION EXT. PLYWD SHTG SEE PLAN * REF: U350 WALL ASSEMBLY * SEE 7 AND 8/- FOR ADDITIONAL INFORMATION * SEE 1/- FOR ADDIT10NAL INFORMATION * SEE STRUCTURAL FOR ADDITIONAL INFORMATION 18 — SCALE: " 14 10 1-HOUR RATE WALL ASSEMBLY SCALE: " 6 RAKE DETAIL SCALE: , 2 1 /4 -1 -0 1 -1 0 1 =1 -0 24 GA. GALV. MT. STUCCO PAN FLASHING STUCCO SYSTEM TO COMPLY WITH CRC R703.7 24 GA. GALV. MT. PLASTER STOP &FLASHING STUCCO SYSTEM BY LAHABRA ]CC REPORT ESR-2564 OR APPROVED EQUAL #30 FELT MIN. N CEMENT MORTAR boN N 24 GA. MT. FLASHING N 1.4 1 x6 ra�+`s`• 6,> I 1x6 I 2x4 STUD ® 16" O.C. I I BATT INSUL. WHERE OCCURS PLYWOOD SHTG. EXT. PLYWD SHTG. WATER RESISTANT BARRIER. 2 LAYERS ON WOOD BASED SHEATHING #30 FELT MIN. 7/8" EXTERIOR STUCCO W/ CORROSION -RESISTANT K-LATH PER ASTM C1063. FASTEN LATH AT 7" O/C MIN. 3/4" PENETRATION INTO FRAMING 24 GA. GALV. (COPPER MT. VALLEY FLASHING) 12 ROOF\ P�\ONS ESPEG \F\G M pO,NR SCALE: 1 TYP. MSC. FLASHING DETAIL SCALE: ,-1-0,Ill 15 SCALE. --I,X 7 STUCCO SYSTEM SCALE: J 1 10 LEAVE ROUGH SURFACE AFTER FIRST POUR. CLEAN & WET 1-LAYER 5/8" TYPE "X" co Q BEFORE 2ND POUR GYP. BOARD FIN. (E) GARAGE WALL W/ z-------------------------------------- Y R-15 INSULATION (E) 7/8" THK. EXTERIOR STUCCO W/ K-LATH. OVER PLYWOOD GYP. BOARD FIN. R-15 INSULATION � CONST. JOINT VERTICAL CHANGE IN LEVEL OR PER PLAN ADU SHEATHING. (E) GARAGE 7/8" THK. EXTERIOR STUCCO 1 /2"MAX. SAW CUT FOR JOINTS WITHIN 24 HRS. AFTER POUR 4" CONC. SLAB ON GRADE (N) 5/8"� A.B.x10" ON W/ K-LATH. OVER PLYWOOD SHEATHING. co a Y _____________ W/ REF. BAR (SEE STRUCT.) ON 2" SAND 0/ 6 MIL VISQUEENA 2x P.T. SILL PLATE 4" CONC. SLAB ON GRADE 5/8"0 A.B.x10" ON W/ REF. BAR (SEE STRUCT.) 2x P.T. SILL PLATE CONTROL JOINT 0/ 4" THK. BASE OF 1/2" CLEAN ON 2" SAND 0 6 MIL VISQUEEN / 26 GAGE WEEP SCREED _ AGGREGATE, TYP s (E) GARAGE SLAB 0/ 4 THK. BASE OF 1/2"CLEAN PER CRC R703.7.2.1 SEE STRUCT. DWGS. FOR CONC. SLAB ON GRADE ADDITIONAL ADDITIONAL INFORMATION W/ REF. BAR (SEE STRUCT.) BEAVELED CHANGE IN LEVEL 2 _____ _ - _ �_ - - - - =11 III=III=III=III .° ::� AND FooTINc ------------------ AGGREGATE, TYP. ---------- -------------- �= z 1 N Q -I I I -I I I -I I I -I I I-1 ILI„I�I�1�1=I�� ° 16. P.. a liiIIII;;IIII�IIIIIiIIII- - - - - _ IIII�II��I�I���I�I111 0o - - - - - - - - - - - - - - - - - - - - - Q J - 4 TOP & II °� — II I II : -1 I li I ... I I;;I I I. _ BOTTOM II I I i �- n� I 11=1 11=1 11=1 #4 TOP I I -I I it z z I II I II I II I II I I� d.. 11=1 11-1 BOTTOM III-1 II I II I II I II I II CONT. REF. BAR 18" O.C. IIII-III-III-III-,II' 12" I I -I I I -I I I-, I I-j III—� E.W. (SEE STRUCT.) I II II I I -I I I i co ° ' a a :I11111=III=1 4 CONT. 111� IIIk # 8 - CONC. SLAB EDGE 1Q * ° * SEE STRUCTURAL FOR ADDITIONAL INFORMATION SEE STRUCTURAL FOR ADDITIONAL INFORMATION CONC. SLAB ON GRADE MSC. SCALE: 20 - DOOR THRESHOLD DETAILS 1,CALE:O„ 16 12 FOOTING DETAIL SCALE: g FOOTING DTL SCALE: 4 ci✓i *m g Ac en PC 11 /20/25 PC2 02/10/26 Q ve !� o 8 d: a U• Z CD C <9�� U W � O � U � mcl:� cK_J_ N_ Co U m N W w z W ::E O = �- rn a-U� �D J � * C 9131 _31_2027� �F CPS Q LLJ CV �r-- z o =D r-- CV Lj C� >Q Q � U Q � Qa U CL Q Q Cn DATE: 11-10-23 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-10 DRAWING TITLE: A,, CITY OF SANTA ANA CE KFIFICATE OF COMPLIANCE - RESIDENTb(L PE RFOWANCIE COMPLIANCE METI W CF1R4W-M-E Project Name: DetKhedADU Calculation DatefTime: 2D26-02-09T13-37:35-08:00 (Page 4 Of 10) Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Drivreribd22x ENERGY USE NTETISFTV standard Design (hB[ujftl- yr I Proposed Design lkntu/ft2 -yr I Margin pmtu/ft2 -yr) Margin Percentage Gross fun 20-92 2013 0.69 331 Net EUI' 20-82 2013 0.69 3.31 Notes 1. Gross EUI is Energy Use Total (not including PV) J Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. RMUIRED SPECU L FEATURES The folnwirg are features that must be installed as condition for meeting the modeled energy performance for this computer analysis - coo I roof • variable capacity heat pump compliance option (verification details from vcmP staff report, Appendix B, and RA3) • Northwest Energy efficiency Alliance (NEEA) rated heat pump water heater speck brand/model, or Equivalent, must be installed • One or more heat pump water heaters have been modeled as demand response compatible FEATURE SUMMARY The fallowing is a summary of the features that must be field -verged by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CE2Rs and CF3Rs are required to be completed in the HERS Registry Indoor air quality ventilation Verified EERAXR2 Verified SEER/SEER2 verified Refrigerant charge Airflow in habitable roams (SC3.1.4.1-7) Verified HSPF verified heat pump rated heating rapacity Wall-maunted thermostat in zones greaterthan 150ftZ (SC3.4.51 Ductless indoor units located entirely in conditioned space (SC3.1.4-1-8) ZONE wFORMATIOM 01 02 03 04 05 05 07 Zone Name Zone Type HVAC System Name Zone Floor Area Gila) Avg. Ceiling "eight Water Heating System 1 status ADU Conditioned HVACI 959 9 DHW Sys 1 New Registration Number: 426-P010O4OOB4A4)W-000-00000000"000 Ae�� Registration Date/Tme- 02M19J'MO 13:38 HERS Provider: CHEERS eeanat Pw ,0ee,", h cram O.-Nd M ,e d ifornrrtbn � 1. A tA& CFklits} urhp hr/unoadon ,V a•dsi by aenil pandas not.M tnd rnCh w ra4eed lu CiWk5. Ft-iiiM ChlFrks & oat rtaparuxNe fiu, CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2026-02-09 13:37.55 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Detached ADU Calculation DatefTime, 2026-D2-09T13:37:35-W00 Calculation Description: Title 24 Analysis Input File Name: 21297-1519 Part Dmlr' ribd22x CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Detached ADU Calculation Date/Time: 2026-02-09T13:37:35-08:00 (Page 3 of 10) Project Name: Detached ADU Calculation Dateffime: 2026-02-09T13:37:35-01100 {Pete 2 Of 10) Project Name: Detached ADU Calculation Doteftime: 2026-02-09T13:37 Calculation Description: Title 24 Ana" Input File Name: 21297- 1519 Park Drive-ribd22x Calculation Description: Title 24 Analysis Input File Name: 21297-1519 Park Drjaeribd22x Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Driver ENERGY USE SUMMARY Energy Use Sbrlda•d Design Source Etrergy{EIIRSI{k8tn/ft2 yr) Standard Design TOV Energy (E-I(kTDV1W-YFI Proposed Design Sauce Energy(EORI){ MUW-1P) Proposed Design TOV FneM I-I{►TDv/tt2-ta) Margin (EDRi) Margin (EDR2) space "eating 0 031 0 7.53 0 -7.22 Spate Cooing a 24.65 0 21.66 O 2.99 WQ Ventilation a 5 a 5 O O Water Heating 0 23.2.9 0 16.97 0 6-32 Sefl Utilization/Flexibility Credit 0 0 Efficiency compliance Total 0 53.25 0 51.16 O 2.09 Photovohaics 0 0 Battery 0 Flexibility Indoor lighting 0 IL IS 0 BAR Appl. ati Cooking 0 52.06 0 51.12 Phg Loads 0 5913 0 58.13 outdoor -Lighting O 1.76 0 1.76 TOTALCOMPLIANCE 0 173.39 0 170.65 RRWa6is. d'Neumbehxr: 420P0100400B4A4a)Wm-COO-OY00000.!M0Nn[#00rncY :Rs�e Sm�c� (C7AErA51 Registration at(Date/Time by02M4hdRP2+rtfe0s 1n3ot:3a8fllfared wkM1 w rateedH[aERCSh[Provider rdoCHEERS &W ratrwe w-Rethe mc_wWN#or Wx_rm8it5 is rxK respwuMle ra; mohhed hr ME dacwnenf. CA Building Energy Efficiency standards - 2022 Residential compliance Report Version: 2022.0.000 ReportGenerated: 2026-02-09 1337:55 Schema Version: rev 20220901 COMPIYINCE RESLR3S 01 and Wing complies with computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision Fria CEC-approved HERS provider. 03 This building incorporates one ormore Special Feahresslunnn[below Registration Number: 426-POl0040OBWOM-000-0000000-0000 Reggistra[ian Date/Time: 02f0 =19 13:38 HERS Provider: CHEERS AgTR! TAFs donemernr dos keen verAerahed by C.aMlxm'a Nn_ b�A�ooysr EREieacy pa.p� SeNkrs (ChAftRs) udGp h/orioadwr yrk dod by &bird partler not .#Dated wnh a shred to ChelkS. rh d m 04ITr S is net re WonFoNle 6r, sad rauwt pvsra.•[ec, Me aecnary er canrolelerrass ddee hAxnaaf6ir ma6AlnarJ hr Mrs dacwnea! CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2026-02-09 13:37:55 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 8 of 10) Project Name: Detached ADU Calculation Deteime: 2026-02-09T13:37:35-08:00 (Page 7 of 10) Project Name: Detached ADU Calculation Dateffinte: 2025-02-09T13:37-35-0M00 Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Drive-ribd22x Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Drive-ribd22x SPACE CONDITIONING SYSTEMS 01 02 03 94 05 1116 07 OB Equipment CaelegEgtipmerrt Name System Type Heating g Unit Name Cooling Unit Mane Fan Name Distribution Name Count CORnt Heat pump heating HVACI cooling Heat pump system 1 1 Heat Pump system 1 1 n/a n/a HVAC - HEAT PUMPS 01 02 03 O4 OS 06 07 08 09 10 11 12 13 F -&C Cooing Name System Type Number of Zaaily Compressor HERS Verduation HSPF{HS CO�rlg SEf3./SE fT3/EEp Units �, Cap 4-7 c+P 17 Efficiency Carrtraled Type a PWCOP ERZ Z/CEER e Heat Pump VCHp-ductless i HsPF SO 19000 14000 EERSEER la 13 Zonally Single Heat Pump System System 1 Controlled Speed 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 00 05 06 07 a8 09 verified Verified Refrigerant Verified Verified Heating verified Heating name Verified AlrffaW AirfloW Target Verified EER/EERZ SEERJSEER2 Charge H5PF/HSPF2 Cap 47 Cap 17 Heat Pump System Not Required O Required Required Yes Yes Ye vas 1-hers-htpump VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION Ol 02 03 04 D5 06 07 OB 09 10 Law Leakage Minimums Certified Airflow to OuctiesUnits Mount Air Finley Siting Ducts in Airflow per Certified Indoor Fan not Name low -Static Habitable in conditioned Conditioned &amp; Pressure non -continuous Running VCHP System Rooms Space Thermostat Drop Baling Conditioned RA33 and Fan continuously Spate SC3.3.3.41 Heat Pump System L Not required Required Required Required Not required Not required NM required Not required Not required Registration Number, 42&PO1011400MA-0DO-000-0D90000-0009 Registration Date/Teme: 02f00f2U20 13-38 HERS provider: CHEERS AUT1 Y: 171& ebn runt des icon yore afed by CJld4nd• ►kaine luaus fMkkncY,Rau 5>� (Cflim) W*V 6Abrmadae oobin d by d" pod" our al9aaw wde6 0, rims 06i5eerts. Therefore ewits is -a rest ss6k in, awl cannot porwawaee, the y arGvapkk¢nes d dire hrksrnu maW,.d hA L6Fs doomrear CA Building Energy Efficiency Standards - 2022 Residential compliance Report Version: 2022.0-000 Report Generated: 2026-02-09 13:37:55 Schema Version: rev 202ZO901 BUILDING EKVIE DPE -HERS VERIFWATION at 02 03 04 05 Quality insulation Installation (Qu) High R-value Spray Foam insulation Building Envelope Air Leakage CFMSO CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 0a 09 Solar Heating Compact water Heater Name System Type D6trin1ti0rn Type WaiterHeater Name Number of URI[5 HERS Verification System Distribution Ham e is) DHW Sys 1 Domestic Hot Standard DHW Heater L 1 n/a None n/a DHW He&EF 1(1) Water (DHW) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 a8 Name at of Units Tarar Vol. Igaq NEEA Heat luinp NEEAModel Heat Pump Tank Locator Duct Inlet Air Source Duct outlet Air Source aranuilDHW Heater 1 1 SO Rheem ECEPHSO TZ Outside ADU ADU RH400-so (so gal) WATER HEATING - HERS VERIFICATION at a2 a3 04 05 06 07 Name Pipe Insulation Parallel Piping Cornpact Oistriution Cormpaictt DPetr� 1h RecirUdation Control Shower DrainWater Heart Recovery DHW so i - 3/i Nat Required Not Required Not Required NOne Notnequired Not Required RReeggistration Number: 42"0100400MA-000-0U0-0000000-0000 e aofornrrsr cpyearrumarndrpkbreeCrieOsbc ror/rflreNe ahAvFeormm�,�a. rb�irr mlnnnclernrcy Svfcrs (CriClils) Registration ipisth•rarotrrioonaoanar tueykwidmeei :kr0' 2tdftr1d8pn0[2k0s 1n3ot:3•819fdated with or reht�HtEo RCShCProvider rCHEERS RCo1hPwilds hteks t not iaparnAAde tar, to MCs docnaie+! CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.OaO Report Generated: 2026-02-09 13:37.:55 Schema Version: rev 20220901 CF1R-PRF-01-E (Page 6 of 10) FENESTRATION / GLAZING 01 02 03 04 05 05 07 as 09 10 11 12 13 14 Height Area U-tactor Name Type 50ftafe orientation Azimuth mutiv Muh. U-iactor SHGC SHGC Sauce exterior Shading Ih) (ftl (ft2) Source West Windows ,Window West Wall Back 270 1 20 0-3 NFRC 0.21 NFRC Bug Screen 2 SLAB FLOORS at 02 03 04 05 05 07 OH Nave Zone Area {ft2) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth carpeted Fraction Heated slab -on -Grade ADU 959 123 nine 0 S00% No OPAQUE SURFACE CONSTRUCTIONS O1 02 03 04 05 06 07 08 Interior / Exteor rinuous Total Cavity consarlsction Name surface Type Construction Type Framing R Yalu Conti U-fa[TW Assembly Layers R-value Inside Finish: Gypsum Board Wall Exterior Walls wood Framed Wall 2" B i6 in. 0. C. R-15 None None 0.095 Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Roofing: Light Roof (Asphalt Shingte) Attic RoOfADU Attic Roofs Wood Framed Zx4 is 24 itL 0. C. R-0 None / 0 a.6" Roof Deck Wand Ceiling Siding/sheathing/decking cavity J Frame: no insul. / 2x4 OVEN Ceiling Joists: R-112 mul. Ceihngs (below Wood Framed R-30 RODE Attic a[fic) Ceiling 16 in- O. C. Ei R-30 None / None OM13 Cavity / Frame: R-18.9 / 2t8 Inside Finish: Gypsum Board FA„ Planni@ GENERAL INFORMATION at PuDiOU Name Detached ADU 02 RUR Title Tide 24 Analysis 03 Project location ISIS Park Drive D4 City Santa Ana as standardsveirsior 2a22 ftf a6 Zip code 92707 07 SuftwareVersitif Energem 9.4 a8 rliInateZone 8 09 ProintOrientationideg/canifirml 90 l0 Building Type Single family 11 Number of Dwelling u 1 IZ Project scope Newly Constructed Addition 13 NumberofBedroorm 3 14 Addition Cond. Floor Area Re) 959 15 Number Of StOFi& 1 16 Eiristing Cond. Fluor AFea vel OA1 17 Fenestration Average Ufiarto .3 IS Total Cond, Floor Area ({l21 959.01 19 Glaiting Percentage 1% 12.50% Zo ADU Bedroom Count 3 21 ADU Conditioned Floor Am 959 2.2 fuel type All electric 23 NO Dwelling unit NO RrI ■I �71Mr�R�� ADDITION ALONE -Project Analysis Parameters 01 02 03 04 0. a6 Da Existing Area (evil. new addition) (ft2) Addition Area (end. westing) ice) TOW Aria M Existing Bedrooms Add ition e• drooms Total Bedrooms 0.01 959 959.01 0 3 3 ADDITION ALONE - ACCESSORY DWELLING UNIT {ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 OS 06 07 OS Zone Name Enlisting Area (clod. new addition) lfl2) ADU Area {ernd. etdsting) {ft) Total Area (ft21 Esdsting Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 0.01 959 959.01 0 3 3 Detached Reg istratw Number: 420-POlOC40084A-ODO-000-0D00000-0DD0 Registration DateJ7ime: 02fORf202B 13:38 HERS Provder: CHEERS No:7il Trds dacvimernt dx aeen gawnrd by CaMyvsM• Nome BrvvY D'fJc+enrr Aad1gY Se.+�s (C7R51 oaA'ro Manmaoon �g1a.Ad eP eeed p•reles iwt,xD.tea suer ar reP,rcl [o cheeAs. rnerWre. cfllR% # toe regooruAY ro., sad cannot pwsnmse, the accuracy ar dMr hnAYnu tmoclu wit to Mrs dacvmarL CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version: 2022.0.000 ReportGenerated: 2026-02-M 1337:55 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Detached ADU Calculation Date/Time: 2026-02-09T13:37:35-018:00 {Page 5 Of 10) Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Drive-ribd22x OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 t0 Name Zone Construction Aimuth Orientation tion Gress Area lH2) and Door Area (ftZ) Tift {deg) Wall Exceptions Status North Wall ADU Wall O Right 248 2 90 none New East Wall .ACU Wall 90 Frain 232 77.9 90 none New South wall ADU wall ISO Leh 248 0 90 none New West Wall ADU Wall 270 Back 232 40 90 none New Roof ADU R-30 Ruof Attic n/a n/a 959 n/a n.ia New ATTIC at fQ 03 04 05 06 O7 08 Name C0n3tructinn Type noof Rise (x in 12) Roof Reflectance Roof EmRtan Radiant Barrier Cool Roof Attic ADU Attic RO&ADU ventilated 0 0.29 0.75 vas Yes FENESTRATION / GLAZING 01 (12 03 04 05 06 07 08 09 10 11 12 13 14 "Ift) Heft) Area USourcPr Name type surface Orientation ALMi mv Muh. U-fact 2 SHGC SHGC Source Exterior Shading (hz) North Window North Wall Right 0 1 2 3 r. NFRC 0.21 NFRC Bug Screen windows East Windows Window East Wall Front 90 1 20 0.3 NFRC 0.21 NFRC Bug Screen East Windows Window East Wall Front 90 1 18 0.3 NFRC 0.21 NFRC Bug Screen 2 East Windows window East wall Front 90 1 20 0.3 NFRC 0.21 NFRC Bug Screen 3 East Door Window East Wall Front 90 1 19.9 0.3 NFRC 0.21 NFRC Bug Screen West Windows Window West wall Back 270 1 20 03 NFRC 0.21 NFRC Bug Screen Registration Number 42ffPO1004OD84A-0OO-000-0000000-0000 Registratntn Date/Time: 02Nt0170?B 13:38 HERS Provider: CHEERS RReeggislrationNumbeu:420-POtO0400MA-000-0D0-ODDDOODUOOO Registration Date/Time:02,Mr02d13:38 HERS Provider: CHEERS d°a""entdxt•etpewaeeddyoMwnhNa_ yeTt#noyRsorao CNISIRS)uanpMnbrwuwrygntedeyLetrdprBtrout#[BrtwOndtAmrn#aduoC/rtlYl5.7Mrrbr;GMBIAS#aotnnpo•rAkneh; iV07RL: rift abraarrent dos Iee■r Caflbnda tNrn!�ir•r0sr BFkferAcyAaUso serrrxs (Cfk!llr5) rahp hrtdmatlon s4+k�� by fllhal Partlea nor arn10ahed wfth ar reW d fo ClhrfBRS. Tharekr• CNFliPS is not responsible car, pusraaast die acmaaq ar d Me hAbrms manydiei hr ors sad umaot poa emeec dw somvs�ywcansplafarRRdde•fAlbnnratbe osaufeeibMfs dsxursrenL CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0-000 Report Generated: 2026112-09 13:37:55 CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2026-02-09 13:37:55 Schema Version: rev 20220901 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: Dembed ADU Calculation Datefrimm 2026-02-09T13:37:35-08:00 (Page 10 of 10) Project Name: Detached ADU Calculation Detefrime- 2026-02-09T13:37:35-OB:00 (Page 9 of 10) Calculation Description: Title 24 Analysis Input File Name: 21297- 1519 Park Drive_ribd22x Calculation Description: THIe 24 Analysis Input File Name: 21297-1519 Park Driee_ribd22x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT L. I certify that this Certificate at Compliance documentation is accurate and complete. Documentation Author Name: Dacs -t W- Author Signature: Atptsa Ya2danfar A tou4a, Y Company: Signature Date: Energy Compliance Services 02/09/2026 Address: CEA/ HERS Certification Identifiotion (If appioble): 5702 Hershodt Avenue RCN14876 CA:VrA2WZiiK Phone: Lakewood, CA90712 562-522-4258 RESPONSIVE P'ERSON'S DECIMATION SIA:TEPAENT I certify the fo0owing under perulty of pwjwy, under Me btu of tf.e State of California: 1. 1 arts eligible under DisAson 3 aFthe Busines and Prvfersanns Cade to aocept responsibility for the building desisn identified on this Certviote of Canspfoncn Z_ 1 certify that the ersesgy teatunes and pertormaoce specifications iderdiried on this Cetifiiote of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regilrtion:. 3- The buirldirsg design features or system design features idemif-d on this Certificate 0f Compliance are consistent with the information provided on other applicable comply documents, worksheets, nlcu nations, plans and spetirioGwss submitted to the enitaQmem agency for apprmal with this building permit application. Responsible Designer Name: Responsible Designer5ignature- Atousa Yd2lfanfdr T1 l OU4av , Y Company: Dane Sighed: Energy Compliance Services 02/09/2026 Add- License: 5702 Hlel It Avenue Cky!- T. Phone: Lakewood, CA90712 562-522-4258 GArbAh1 stoned ky CaMtvnh Nome Cdkfency ftemw Sevka fOaYORS _ 77Yes dbt6tl stpnatwe lsawkle� M onder N secere the content at tltls rep, lstneT doaustenL and he ra wap ReQfJtat6n itovlder iMTAe acarrary of dire hworn adon RReeggistration Number 426-PD10040OB4A4ODD-000-0DOOD00-0000 Registration D.ate/rime: 0200f2CQ6 13:38 HERS Provider: CHEERS N07ffl- liar efacurnent hx keen gvAaraW dy CaM4nde ievnst ltserus llNck+rcy A&= Sendces FhWFRS) rahq habnourow opikudsd by abad parties not 010sted with or rio!&W ao CHIM Tbendm0. ChMAS # Mt to poinilM lure cad cantAet pwraeax, the araysry or CoiMp#deraS d`04r AtforrnYtbn aanh4red M M.rs dnemmerd. CA Building Energy Efficiency Standards- 2022 Residential Compliance Report Version: 2022.0.000 Repot Generated: 2026-02-09 13:37-55 Schema Version: rev 20220901 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 a5 0f 07 as 09 an Efficwy includes IAQReeovery includes Fau h Dwelling Unit Airflow (CFAA) IAQ ran Type HeaVEnergy Effectiveness - HERS Verification status w/ Recovery? SRE/ASRE Indicator Di � 7 Slam ADU 59 0.35 Exhaust No n/a / n1a No yes 1AQvieMapt Registration Number: 426-POI00400134A-OW-000-00000003-0000 Registration Date/Time: 02MW2026 13:38 HERS Provider CHEERS c+irwr pwra+o0ee, die�.o> y camel oe or Me ti,lfornr.t6ie fin M6 dttrin.r+GCHKRS) em4p kill-oaeitn opkAdod by thi d panne n« ■mF,eed with or related to CherRs. N-Awr, CNaks is art r io CA Building Energy Efficiency standards- 2022 Residential compliance Report Version: 20Z2.0.000 Report Generated. 2026-02-09 13: 37:55 Schema Version: rev 20220901 W r Wdovm g Ac en PC 11-20-25 PC2 02-10-26 Q ve ISSU K rZ -aR 6 a V V. zmLLJ irz�i °d' H¢[rW o: a�fr� U w O r� U J a� J_ C1l °O U M N W w Z W rn di U V CO �C) J tit C 9131 _31_2027� F of CF���O LIJ V l W z Q O U N CV Z O CV W M � Q Al U Y Q �LIJ Q Q U Q � Z Lin Q DATE: 12-27-2022 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-10 DRAWING TITLE: A,6T24 :y � CITY OF SANTA ANA 2022 Single -Family Residential Mandatory Requirements Summary Energy Storage System (ESS) Ready. Al single-family residences must meet all of the following: Either ESS-ready interconnection § 150.0(s) equipment with backed up capacity of60 amps or more and four or more ESS supplied branch circuits, Lr a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primaryexit, and one circuit supplying a sleeping room receptacle outlet, main panelboard crust have a minimum busbar rating of 225 amps,- sufficient space must be reserved to allow future installation of system isolation equipment/transfer switch within 3' of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(tj Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual 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 circuit breaker permanently marked as "For Future 240V use" Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed § 150.0(u) 240V branch circuit wiring installed within 3' of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as '240V ready; and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." Electric Clothes Dryer Ready. Clothes dryer locations with as or propane plumbing to serve individual dwelling units must include: A ry Y Y 9 P P p 9 9 § 150.0(v) dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 arms with the blank cover identified as "240V ready;' and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use" *Exceptions may apply. i,1c�yxa 2022 Single -Family Residential Mandatory Requirements Summary Space Conditioning System Airfl ow Rate and Fan Efficacy. S pace conditioning systems that use ducts to supply coo ling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must 7 G be - 350 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficac - 0.45 waits per CFM for as furnace air 150.0 m 13: § () P 9 P Y. g Y P 9 handlers and <0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow2t 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacys 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3 " Ventilation and Indoor Air OLiality- Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, § 150.0(o)1: Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in§ 150.0(o)1. * Central Fan Integrated CFI Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- g (CFI)Y P § 150.0(0)1B: dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)18iii&jv. CFI ventilation systems must have controls that track outdoor air venti lation run time, and either open or close the motorized damper(s) for compliance with 150.0 0 1C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses. Single-family detached dwelling units, § 150.0(o)1C: and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(0)10-iii. § 150.0(o)IG: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand - controlled exhaust system meeting requirements of§150.0(o)1Giii,enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting §150.0(o)lGiii-iv. Airflow must be measured by the installer per §150.0(o) 1Gv, and rated for sound per 150.0 0 1Gvi.' § 150.0(o)1H&l: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7 Whole -Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required bv 150.0 0 1C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or ARAM to comply with the airflow rates and sound requirements per §150.0(o) I G Pool and Soa Svstems and Eautoment: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the followin g: compliance § 110.4(a): with the Appliance Efficiency Regulations and listing in MAEDbS, an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting, a permanent weatherproof plate or card with operating instructions; and must not use electric resistanceheatin . Piping. Any pool or spa healing system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110.4(b)1: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time § 110.4(1b)3: switch that will allow all pumps 10 be set or programmed to run only during off peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump § 150.0(p). sizing, flow rate, piping, filters, and valves. Liahtina- Lighting Controls and Components. Al lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: re uirements of 110.0 x § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers, navigation light ng less than 5 watts, and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. 150.0(k)1 B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB,* § 150.0(k) IC: Recessed Dowd ight Luminaires 1n Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB § 150.0(k)1D: elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feel above the finished floor and do not contain a Luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low volla e wiring, or fanspeed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150.0(k) lE hoods) must meet the applicable requirements of § 150.0 k . x 516/22 2022 Single -Family Residential Mandatory Requirements Summary § 1:50.Qk'j1G: Screwy based luminaires _:_iewnsad lumrares misi conlan lamps t-ral corr'irlywrth RaierenceJoint Appendix,J.A6.' Light Sources in Enclosed or Recessed Luminaires. Lamps and ct-ier separable light sourm that are not compliant with the JAB § 15Cr.Qk)1H.elevated lempe-aluie iii-quiierrent:.. mr: uJmg ma•krig requrements, Nnust not be rn5talled'n enclosed or recessed luminaires. Light Sourcers in Drawers, Catwnets, and Linen Closets, tight source interval todrawers. cabinetvy or linen ckmts are not required 150.Cn;k)1 I: to comply watt 1 able 1:50.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 waits of power. emit no more than 1.50 lumens, and are equipped with co'ntrds that automatically tirn t've lighting off when the drawer. cabinet or Inert doset is closed. 1a0.0(k)2A Interior Switches and Controls. All forward phaise cart dirniers used with LED light sources must comply with HEMA, SSL 7f'c 1 l]:f1(kj2tl: Interior Switches and Controls. Waist fans mud be canti'dled separately from lighting syskmrs. t Accessible Controls. _igh.ing must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 1.50.1(k)2A an and off. . Multiple controls. cor'lirals must not bypass a r wnmer. oGtu pant sensor, or vacancy sensor unction 9 the dimmer or senso7 s metalled 6130.t1r(k)2B: to com 'v writfi 1511.OIk1. 5150:0(k)2C: Mandatory Requirements. Lghting controls must comply with the applicable requirernants of § 110.9. Energy Management Control Systems. An a ergy managgerivenl cinbred system (FMCS) may be used Dry crornply with dimming. 150_0(k)2D_ occupari y. and cantirdi requirements 0 it provides be functionality of the spenfied control per § 110.9 and the physical controls specilfiad in 150.01'k12A Automabc Shutoff Controls. In batrinx: -rrs, garages, laundry rooms, utility{ rooms and wakAn closets, at least erne vrrslallEJ Iuinrrra re § 1.511.4i;kj2E: roust be conbclled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawors and cabinets wth o ue fronds or dccfs roust have controls that turn the light off when the drawer or door is dosed. mmer5. Lighting in habitable spaces (e.g-, living rooms, dining rooms. b1chms, and bedrooms) must have readily accssstde wall- § 150 r3r;k)r"F: rnourdad dimming contrite dual allow the lighting to be manually adjusted up and down. Forward phase art dimmers mi-drdling LED hghd sources in these spaces moist com ty vidth NEWSSL 7A § 150_i3(k j<: Independent controls. Inbigraied lighting col exhaust fans shall be controlled independently from the fans. Lghitrig under cabnets or sheMes. lightnig in di cat>erWs, and swekited ovtlais must be contr'dled separately from cxdrn rislalle ligtdlTlg. Residentiial Outdoor UgM ling. For "a -family residential buildings. outdoor bighting permanently nlourite%J 1D a resdenival Luildng. or to 15O g3g;k)3A: other buddings an the same Ict, must have a manual Dii'cM width and ether a olocell ,and matron sensoe or aulDrnabc time sw1c:h rc.nlroll or an astronomical tare dodo. An energy management control system that provides the specified ied coitld iuncirmal:ty and meals all a zhcable r_ u rernenis Tiay be used to Meet these requirements. Internally illuminated address signs. Internally duminated address signs rn,sl ether comply wit•i § 1413.8 cr consume -io more than 5 15Lr-r3g;k;r4. watts ail ptm-_r. Residential Garages for Eightor More Vehicles. LiOt rgg for residenhal paduag garages for 9ghl cv mcxe vehi,"Jes must c mvply wtlr tie § 150.0g;k'v5_ ap; licable regiire,ne•its jar rcmesdentral garages n §51113.9. 130.0.130.1.1VA, 140.16, and 141.4.. Solar Readinesr.- ingle- amily Residences. Single4armly residences located in subd �l outs -Arth10 or more sngle- ,arndy residences and where the 110_10Qai1: appl{ olio for a tentat� a si."ivnsron m.Vkx the residainces has been deemed-wri,lele and approved by the enforcement agency. whorl do not'vane a hUt!VC.Aagc Syslaxm installed, must comply with t`ie re iirame-its Di 110.10ilti Ie). Minimum Solar Tune Area. 7 he soar zone must have a mnimum bct<al area as descrized be4ow- "he solo- zDne rn rst comply v,rt*i access, pathway. smoke verddabD i. and spading mquremerts as spec Aed in Tithe 24, Pail 9 or other pails of Title 24 cY in any irequvemerds adopted by a local jurisdiction- The solar zow total area roust be comprised of areas that have no dimension less titan 5 feet and are no isle than 90 square feel each kw buildings with roof areas less than or equal to 10,000 square feet or no less vian 160 § 110.1 C Ib)1 A= square feet each for buldingis with roof areas greater titan 10,D30 square feet. IFor single-famity mWences, tie solar zone must be tocaled on the roof or Overharing of the buidirx3 and have a total area no less than 250 Square feet. * 110_10: ;2. Azimuth. All sections of the solar zone located on sleep -sloped worts mist have an azimuth belwvom 90-300* of true norits Shading. The solar zone must not c5oritain array obsbuchons, including bout riot I m led bo_ vents, chwmey& archtev tural features, and roof 110-101WA: ne mlad equprnenL Shading Any ontistudion locaried an the rood or any other part of the building that projects above a solar zone muss be located at Isast t#Ace the G.i i343: horizontal distance of the height differerice betweeen the h ghesi pant of the obstruction acid the horizontal prpje ton of the nearest pant od the solar zone, measured in the vertical plane.' truct.ur Design Loads on Construction Documents. Fcr areas of the desig-iated as a solo! = e. the structural design loads far 11 CI.11}Iti roof dead load acid roof live bad must be dearly irdic-ated on the c D istruction docurneds. Intarir onnecMn Pathways. The construct�,n documents must indicate: a /oration reserved to-, mirarters and melairig eq.vrpme;it acid a § 110L101ck palmy resurrect inn routing of conduit from the solar zone to the point of riterconnedion with the electrical service; and for srigle-fa* residences and central water-heatirig systems, a pathway resewed for rouling pluriting from the solar zone In the warlm-heafting system. ocumentatiou. A crpy ru the c:Drislruchon docume-its Dr a c;Drnparafrfe docurrnent indicating the slarmaticiri tram § 1 .1 bXc must be § 110.101d): provided to the cxz ipanl- 110_101e)1: Main Electrical Service Parmit The main electrical service panel must have a minrnurn bulbar rating of 2W amps. Main Electrical Service Parcel. The main electrical ser`rrick panel must hm a reserved space lo' allow for the Installation of a double pole 11 Ci_1(fIe 2: erw t breaker for a tulwe solar electric installation- The reserved mace roust be pemuwndy marked as `For future Solar Electric_ - Electric and Energy Storage Ready: 5,'6,'22 2022 Single -Family Residential Mandatory Requirements Summary Planning Emd E NOTE: Single-family residentiaI buildings sub/•ect to the Energy Codes must comply with all applicable mandatory measures, regardless of the ompli ance approach used. Review the respective section for more information. (04M) Building Envelope: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors muss limit air leakage to 0.3 CFM pe, square fool or A r § 110.6(a)l: less when tested per NFRC-400, ASTM E283, or AAMAtWDMA/CSA 101/I.S.2/A440-2011. x § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a).F 0 'PE I Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SH C) values from § 110.6(b): Tables 110.E-A, 110.E-B, or JA4.5 for exterior doors. They must be caulked and/or weather- stri pped. Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air le 11kage must be § 110.7: caulked, gasketed, or weather stripped. Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, B reau of Household § 110.8(a): Goods and Services BHGS § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 1OMaStpr I D Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the § 110.8(1): roofing material must meet the requirements of § 110.8() and be labeled per §10-113 when the installation of a coo rogFi,, e fi is on the CF1R ��,,JJ l`�� § 110.60): Radiant Barrier. When required, radiant barriers must have an emiflance of0.05 or less and be certified to the Dep rtment of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 average U -factor not exceeding U-0.184. Ceiling and rafter roofs mini mu m R-22 i nsulation in wood -frame ceiling- or area -weighted average § 150.0(a): U-factor must not exceed 0.043. Rafler roof alterations minimum R-19 or area -weighted average U-factor of 6.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltrationx asspecified in§ 110.7 including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of0.102 or less, or R 20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. x § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.' Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(fj: without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration,- and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be install ed on the conditioned space side of § 150.0(g)Z all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have x § 150 0(q) a maximum U-factor of 0.45, or area -weighted average U-factor of all fenestration must not exceed 0.45. Firanlaras f)ararativa(iasAnnlianras and Sae I nn- § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e) I Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)Z Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fittingtight-ftting damper or combustion -air control device. § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control." Snare Cnnditinninn liWatPr Haatinn and Plumhinn SVStPm• Certification. Heating, ventilation, and air conditioning (HVAC) equipment, wafer heaters, showerheads, faucets, and all other § 110.0-§ 110.3 regulated appliances must be certified by the manufacturer to the California Energy Commission. § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N_ Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 110.2(b): heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and x the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Thermostats. All heating or cooling systems not controlled by a central energy management control system (FMCS) must have a § 110.2(c) setback thermostat. x Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.6 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allowfor flushing the water heater when the valves are closed. 5/6/22 2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces- household cooking appliances 110 5 (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour) - and pool and spa heaters. Building Cooling and Heating Loads. Heating andlor cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.00)1: Equipment Volume, Applications Volume, and 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 five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the § 150.0(h)3B: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 150.0 011: i in must be insulated asspecified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipmenf § 150 0WZ maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside theconditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5' x2.5' x 7' suitable for the future installation of a heat pump water heater, and meet electrical and § 150.0(n)1: plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2' higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Nick and Fans• Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110.6(d)3: contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSIISMACNA 006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable UL requirements, or aerosol sealant that meets UL723. § 150.0(m)1: The combination of mastic and either mesh or tape must be used to seal openings greater than'/4 , If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms maycontain ducts,- ducts installed in these spaces must not becompressed. * Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures, joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such toe is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdrafl or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)6: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. § 150.0(m)a Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the innercore and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forked air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have N1ERV 13 § 150.0(m)12: or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filt"r " 516/2 2 aiIdM A (? PC 11-20-25 PC2 02-10-26 10 ve ISS l� 0 �o & Q CD V V. Ell�3:5 H¢[rW LLJ U L �J O U _J CY) cc� J_ N_ °o U M N W w z w co O CT) a- U rz C DL J tit C 9131 _31_2027� OF CFI. LIJ W U z _Q J 0 U N CV r- z O z r-- CV t_,_i M > Q Q U Q Q Li U � Q Q DATE: 12-27-2022 SCALE: AS SHOWN DRAWN: SL JOB: 22-01-10 DRAWING TITLE: k6aT24 :y � O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR Address : 1822 E Route 66, Suite 328 Glendora, CA 91740 CONSULTING ENGINEERS Phone : (818) 814-8268 STRUCTURAL Email : ifcengineeringca@gmail.com STRUCTURAL CALCULATION //202 DESIGN CRITERIA CODE 2022 California Building Code (See Lateral Analysis) CONCRETE Minimum Compressive Strength at 28th day ACI 318-14 Wall Footing, Slab on Grade f c ' = 2,500 psi Grade Beam, Pile and Caisson f c ' = 3,000 psi Column and deck f c ' = 4,000 psi MASONRY Minimum Compressive Strength of Grout ACI 530-13 Conrete Masonry f m ' = 2,000 psi Clay Masonary f m ' = 2,000 psi REINFORCING STEEL Deformed Reinforcing Bar ASTM A615 Grade 60 Welded Wire Fabric (WWF)ASTM A185 - Smooth ASTM A496 - Deformed STRUCTURAL STEEL W-Section ASTM A992, F y = 50 ksi, F u = 65 ksi AISC 360-16 HSS-Rectangular/Square ASTM A500 Grade B, F y = 46 ksi, F u = 58 ksi AISC 341-16 HSS-Round ASTM A500 Grade B, F y = 42 ksi, F u = 58 ksi AISC 358-16 Pipe ASTM A53 Grade B, F y = 35 ksi, F u = 60 ksi Other Shapes ASTM A36, F y = 36 ksi, F u = 58 ksi Fasteners ASTM A307 Grade A for Common Bolt ASTM A325 or A490 for High-Strength Bolt TIMBER Douglas Fir Larch (DFL) Beams, Headers and Posts - DFL No. 1 NDS 2018 Rafters and Joists - DFL No. 2 4x or 2x DFL No. 1 F b = 1,000 psi, F v = 180 psi, E = 1,700 ksi DFL No. 2 F b = 900 psi, F v = 180 psi, E = 1,600 ksi 6x & Larger DFL No. 1 F b = 1,350 psi, F v = 170 psi, E = 1,600 ksi S.S.F b = 1,600 psi, F v = 170 psi, E = 1,600 ksi Engineered Lumber Weyerhaeuser Parallam PSL F b = 2,900 psi, F v = 290 psi, E = 2,000 ksi Microllam LVL F b = 2,600 psi, F v = 285 psi, E = 1,900 ksi Boise Cascade Versa-lam VL28 F b = 2,800 psi, F v = 285 psi, E = 2,000 ksi Versa-lam VL31 F b = 3,100 psi, F v = 285 psi, E = 2,000 ksi SOIL Allow. Soil Pressure 1,500 psf Passive Pressure 100 psf/ft (Table 1806.2)Sliding Coefficient 130 psf Min. Depth of Footing 24 in. Min. Width of Footing 12 in. No soils report available Seismic Design Category - D PRIVATE RESIDENCE 1519 Park Dr Santa Ana, CA 92707 3&&1 DESIGN LOADS Roof Loads Composition Shingles 5.00 psf 1/2" Plywood 1.50 psf 2x10 @ 16" Rafters 3.00 psf 5/8 Gyp. Brd. 0.00 psf Insulation 2.50 psf Solar Panel 3.00 psf Dead Load 15.00 psf Live Load 20.00 psf Total Load 35.00 psf Ceiling Loads Ceiling Joists 3.00 psf 5/8" Gyp. Brd.3.00 psf Insulation 1.00 psf Sprinkler 3.00 psf Dead Load 10.00 psf Live Load 10.00 psf Total Load 20.00 psf Ext. Wall Loads 7/8" Stucco / Plaster 10.00 psf Framing 2.00 psf 1/2" Plywood 1.50 psf 5/8 " Gyp. Brd.3.00 psf Insulation 1.00 psf Misc.0.50 psf Total Load 18.00 psf I.F.C. Engineering, Inc.SHEET NO: CONSULTING ENGINEERS JOB NO: STRUCTURAL CALC. BY:J PHONE (818) 814-8268 CHECK BY:J PROJECT:DATE:04/07/23 Soil Engineer: Not Available Report No.:Not Available Story dm (in) wm (in)c (pcf)s (pcf) qall (psf) %d %w qmax (psf) 1 24 12 150.0 110.0 1500.0 0.0 0.0 Continuous Footings Raised Floor df (ft) Ft (in)Width (in)qn (psf) qu (psf)Pa (plf) 2.0 12.0 12 1500.0 1240.0 1240.0 18 1500.0 1240.0 1860.0 24 1500.0 1240.0 2480.0 1500.0 1240.0 0.0 Slab Floor df (ft) Ft (in)Width (in)qn (psf) qu (psf)Pa (plf) 2.0 12.0 12 1500.0 1240.0 1240.0 18 1500.0 1240.0 1860.0 24 1500.0 1240.0 2480.0 1500.0 1240.0 0.0 Square pad footings df (ft) Ft (in) 2.0 12.0 Ftg. Size w (ft) Area (ft2)qn (psf)* qu (psf)Pa (kip) As (in) Reinforcing 2'-0" SQ. 2.00 4.00 1500.0 1240.0 4.96 0.518 (3) #4 2'-6" SQ. 2.50 6.25 1500.0 1240.0 7.75 0.648 (4) #4 3'-0" SQ. 3.00 9.00 1500.0 1240.0 11.16 0.778 (3) #5 4'-0" SQ. 4.00 16.00 1500.0 1240.0 19.84 1.037 (4) #5 5'-0" SQ. 5.00 25.00 1500.0 1240.0 31.00 1.296 (5) #5 6'-0" SQ. 6.00 36.00 1500.0 1240.0 44.64 1.555 (6) #5 7.00 49.00 1500.0 1240.0 60.76 1.814 (6) #6 *No increase with width Pa = qu*w for continuous footings. Pa = qu*Area for pad footings. dm = minimum depth of footing. wm = minimum width of footing. qall = allowable soil bearing at the minimum depth. %d = % increase in qall due to depth. %w = % increase in qall due to width. qmax = maximum allowable soil bearing from a soils report. df = a distance measured from the bottom of footng to the surface. Ft = footing thickness. w = footing width. Allowable Loads at Footings  max%%1 qwwwdddqqmmfalln tfstcnuFdFqq Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 Description : BEAM Size :2x8, Sawn, Defined Brace Spacing, 1st at ft and spaced at 4.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RR1 Applied Loads Unif Load: D = 0.0150, Lr = 0.020 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.842 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 7.500 inft 44.30 psi Fb : Allowable :1,420.45 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.197 : 1 0.000 ft 1,195.58 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.400 in Transient Upward 0.000 in Total Downward 0.699 in Total Upward 0.000 in 0.15 0.200.15 0.20 Ratio 450 257Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :2x8, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf CJ1 Applied Loads Unif Load: D = 0.010, L = 0.010 k/ft, Trib= 1.330 ft Unif Load: L = 0.010 k/ft, 0.0 to 6.0 ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.795 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 6.900 inft 33.02 psi Fb : Allowable :1,002.33 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+L+H 180.00 psi fb : Actual : Max fv/FvRatio =0.183 : 1 0.000 ft 796.87 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.269 in Transient Upward 0.000 in Total Downward 0.468 in Total Upward 0.000 in 0.10 0.160.10 0.12 Ratio 669 384Ratio LC: L Only LC: +D+L+H LC:LC: Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 BEAM Size :2x6, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf CJ2 Applied Loads Unif Load: D = 0.010, L = 0.010 k/ft, Trib= 1.330 ft Unif Load: L = 0.010 k/ft, 9.0 to 11.0 ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.558 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 5.573 inft 27.80 psi Fb : Allowable :1,182.92 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+L+H 180.00 psi fb : Actual : Max fv/FvRatio =0.154 : 1 10.560 ft 659.67 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.143 in Transient Upward 0.000 in Total Downward 0.275 in Total Upward 0.000 in 0.07 0.080.07 0.10 Ratio 925 479Ratio LC: L Only LC: +D+L+H LC:LC: BEAM Size :2x6, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf CJ3 Applied Loads Unif Load: D = 0.010, L = 0.020 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.428 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 4.000 inft 25.73 psi Fb : Allowable :1,182.61 psi Right Support Fv : Allowable : Span # 1 Load Comb :+D+L+H 180.00 psi fb : Actual : Max fv/FvRatio =0.143 : 1 0.000 ft 506.50 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.074 in Transient Upward 0.000 in Total Downward 0.111 in Total Upward 0.000 in 0.05 0.110.05 0.11 Ratio 1296 864Ratio LC: L Only LC: +D+L+H LC:LC: Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 BEAM Size :4x14, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RBM1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0150, Lr = 0.020 k/ft, Trib= 15.0 ft .Design Summary Max fb/Fb Ratio =0.681 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 5.500 inft 76.15 psi Fb : Allowable :1,391.73 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.338 : 1 0.000 ft 948.25 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.086 in Transient Upward 0.000 in Total Downward 0.154 in Total Upward 0.000 in 1.29 1.651.29 1.65 Ratio 1532 859Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :4x10, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RBM2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0150, Lr = 0.020 k/ft, Trib= 15.0 ft .Design Summary Max fb/Fb Ratio =0.685 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 4.250 inft 85.90 psi Fb : Allowable :1,686.24 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.382 : 1 7.735 ft 1,155.19 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.090 in Transient Upward 0.000 in Total Downward 0.160 in Total Upward 0.000 in 0.99 1.280.99 1.28 Ratio 1129 637Ratio LC: Lr Only LC: +D+Lr+H LC:LC: Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 BEAM Size :4x8, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RBM3 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0150, Lr = 0.020 k/ft, Trib= 10.0 ft .Design Summary Max fb/Fb Ratio =0.150 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 2.000 inft 29.42 psi Fb : Allowable :1,852.94 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.131 : 1 0.000 ft 278.26 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.006 in Transient Upward 0.000 in Total Downward 0.011 in Total Upward 0.000 in 0.31 0.400.31 0.40 Ratio 7831 4405Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :4x6, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf HDR1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0180 k/ft, Trib= 7.0 ft Point: D = 1.30, Lr = 1.70 k @ 1.0 ft .Design Summary Max fb/Fb Ratio =0.571 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 1.000 inft 122.43 psi Fb : Allowable :1,863.27 psi Right Support Fv : Allowable : Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.544 : 1 0.000 ft 1,064.33 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.006 in Transient Upward 0.000 in Total Downward 0.011 in Total Upward 0.000 in 0.78 0.850.78 0.85 Ratio 4023 2162Ratio LC: Lr Only LC: +D+Lr+H LC:LC: Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 BEAM Size :4x10, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf HDR2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010 k/ft, Trib= 7.0 ft Point: D = 1.0, Lr = 1.30 k @ 1.50 ft Point: D = 1.30, Lr = 1.70 k @ 1.50 ft .Design Summary Max fb/Fb Ratio =0.570 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 1.500 inft 125.38 psi Fb : Allowable :1,712.33 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.557 : 1 0.000 ft 976.52 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.007 in Transient Upward 0.000 in Total Downward 0.014 in Total Upward 0.000 in 1.27 1.501.27 1.50 Ratio 4820 2656Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :4x10, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf CBM1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0250, Lr = 0.020 k/ft, Trib= 1.330 ft Point: D = 0.40, Lr = 0.40 k @ 2.0 ft Unif Load: D= 0.180->0.0180 k/ft, 0.0 to 12.0 ft .Design Summary Max fb/Fb Ratio =0.586 : 1 Max Reactions (k)HEWSLrL +D+HLoad Comb : Span # 1 Left Support D in 5.000 inft 75.99 psi Fb : Allowable :1,223.84 psi Right Support Fv : Allowable : Span # 1 Load Comb :+D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio =0.338 : 1 0.000 ft 717.09 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.063 in Transient Upward 0.000 in Total Downward 0.260 in Total Upward 0.000 in 1.33 0.490.74 0.23 Ratio 2291 552Ratio LC: Lr Only LC: +D+Lr+H LC:LC: Multiple Simple Beam DMAC Engineering, Inc.Lic. # : KW-06010297 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 BEAM Size :4x8, Sawn, Defined Brace Spacing, 1st at ft and spaced at 8.0 ft Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf CBM2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, L = 0.020 k/ft, Trib= 11.0 ft .Design Summary Max fb/Fb Ratio =0.277 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 2.500 inft 37.68 psi Fb : Allowable :1,482.83 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+L+H 180.00 psi fb : Actual : Max fv/FvRatio =0.209 : 1 4.400 ft 410.33 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.016 in Transient Upward 0.000 in Total Downward 0.025 in Total Upward 0.000 in 0.29 0.550.29 0.55 Ratio 3645 2390Ratio LC: L Only LC: +D+L+H LC:LC: ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 DMAC Engineering, Inc.Lic. # : KW-06010297 DESCRIPTION:WIND Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 Calculations per ASCE 7-16General Design Values 110.0 Roof Rise:Run Ratio 4:12 Exposure B 16.0 16.0 10.0 Flat/Hip/Gable Roof psf Topographic Factor Kzt per 26.8 1.00 31.0LHD : Least Horizontal Dimension ft a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))3.10 ft Effective Wind Area of Component & Cladding V : Basic Wind Speed per Sect 26.5-1 or 2 mph Roof pitch for cladding pressure ft^2 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed Exposure Category per 26.7 MRH : Mean Roof Height ft "Lambda" is interpolated between height tablular values. Lambda MWFRS: per Figure 26.8-1 1.00 User specified minimum design pressure 0.83Lambda Componant & Cladding : per Figure 30.4-1 Main Force Resisting System Values Component & Cladding Values Design Wind Pressures Horizontal Pressures . . . Zone: A =26.60 psf Zone: C =17.70 psf Zone: B =-16.00 psf Zone: D =-16.00 psf Vertical Pressures . . . Zone: E =-23.10 psf Zone: G =-16.00 psf Zone: F =-16.00 psf Zone: H =-16.00 psf Overhangs . . . Zone: Eoh =-32.30 psf Zone: Goh =-25.30 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf, while assuming ps for Zones E, F, G, and H are equal to 0 psf. Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.4-1Component & Cladding Design Wind Pressures Zone 1 Positive 16.000 psf Negative -28.940 psf Zone 2 16.000 psf-38.114 psf Zone 3 16.000 psf -51.958 psf Wall Zone 4 :******psf Wall Zone 5 :***psf*** psf -32.109 psf -43.535psf Roof Pressures Negative psf Wall Pressures Overhang Pressures Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'psf psf psf psf psf psf psf psf Zone 1 Zone 2 Zone 3 Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'16.000 -16.597 ****** ****** ****** ****** '*** : There is no value in Figure 30.4-1 Tabular Values ****** *** *** *** *** *** *** *** WIND: Per ASCE 7-16, the minimum wind load for MWFRS shall not be less than 16 psf. ROOF: 17.7 psf x 203.6 x 0.6 =122.13 psf(7+9/2)= 1519 Park Dr, Santa Ana, CA 92707, USA Latitude, Longitude: 33.7263335, -117.880026 Date 5/13/2023, 9:35:11 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.289 MCER ground motion. (for 0.2 second period) S1 0.461 MCER ground motion. (for 1.0s period) SMS 1.547 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.031 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.547 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.657 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.289 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.39 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.599 Factored deterministic acceleration value. (0.2 second) S1RT 0.461 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.498 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.654 Factored deterministic acceleration value. (Peak Ground Acceleration) PGAUH 0.547 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration U.S. Seismic Design Maps https://www.seismicmaps.org/ 1 of 3 5/13/2023, 9:36 PM Type Value Description CRS 0.928 Mapped value of the risk coefficient at short periods CR1 0.925 Mapped value of the risk coefficient at a period of 1 s CV 1.358 Vertical coefficient U.S. Seismic Design Maps https://www.seismicmaps.org/ 2 of 3 5/13/2023, 9:36 PM DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. 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U.S. Seismic Design Maps https://www.seismicmaps.org/ 3 of 3 5/13/2023, 9:36 PM CITY OF SANTA ANA Planning and Building Agency Approved /-F`R PERMIT ISSUANCE 4% ,1 M ster ID: D te: ASCE Seismic Base Shear DMAC Engineering, Inc.Lic. # : KW-06010297 DESCRIPTION:SEISMIC Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: 1519.ec6 Risk Category ASCE 7-16, Page 4, Table 1.5-1 Calculations per ASCE 7-16 "II" : All Buildings and other structures except those listed as Category I, III, and IVRisk Category of Building or Other Structure : Seismic Importance Factor =1 ASCE 7-16, Page 5, Table 1.5-2 SEISMIC USER DEFINED Ground Motion ASCE 7-16 11.4.2 Max. Ground Motions, 5% Damping : S =1.289S g, 0.2 sec response S 0.46101 g, 1.0 sec response= Conforms to ASCE 7 Section 12.8.1.3: Regular structure with period of 0.5 s or less, SDS limited to max of 0.7*SDS or 1.0 for calculation of Cs. Site Class, Site Coeff. and Design Category Site Classification ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fa =1.20 Fv =1.86 Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.547=MSS = Fv * S1 =0.858M1 ASCE 7-16 Eq. 11.4-2 Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =1.031DSMS =0.572 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1M1 Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D (By Default per 11.4.3) Resisting System ASCE 7-16 Table 12.2-1 Basic Seismic Force Resisting System . . .Bearing Wall Systems 15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance. NOTE! See ASCE 7-16 for all applicable footnotes. Building height Limits :Response Modification Coefficient " R "=6.50 Category "A & B" Limit:No LimitSystem Overstrength Factor " Wo "=2.50 Category "C" Limit:No LimitDeflection Amplification Factor " Cd "=4.00 Category "D" Limit:Limit = 65 Category "E" Limit:Limit = 65 Category "F" Limit:Limit = 65 Lateral Force Procedure ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8 Use ASCE 12.8-7Determine Building Period Structure Type for Building Period Calculation :All Other Structural Systems " Ct " value 0.020= " x " value " hn " : Height from base to highest level =16.0 ft " Ta " Approximate fundemental period using Eq. 12.8-7 : 8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec Ta = Ct * (hn ^ x) =0.160 0.75 sec = =0.160 sec " Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1 S : Short Period Design Spectral Response 1.031 " R " : Response Modification Factor 6.50 " I " : Seismic Importance Factor =1 0.159From Eq. 12.8-2, Preliminary Cs = 0.550From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.045 DS =Cs : Seismic Response Coefficient =0.1586User has selected ASCE 12.8.1.3 : Regular structure, Less than 5 Stories and with T <<= 0.5 sec, SO Ss <= 1.5 for Cs calculation = = SHEET NO: CONSULTING ENGINEERS PROJECT NO: STRUCTURAL CALC. BY:J PHONE (818) 814-8268 CHECK BY:J PROJECT:DATE:5/13/2023 1) Seismic Dead Loads Story Roof Floor2 Floor1 Wall 1 15 psf 0 psf 0 psf 18 psf 0 psf 0 psf W roof = Roof + ½Wall =24 psf Wfloor2 = Floor2 + Wall =18 psf W floor1 = Floor1 + Wall =18 psf W total = W roof =24 psf Cs =0.1586 per Enercalc Base Shear, V = Cs * W total =3.8064 psf 1.00 Level h x (ft)w x (psf)wh k Cvx F x (psf) Roof 9.0 24.0 216.0 1.00 3.81 Floor2 0.0 0.0 0.0 0.00 0.00 Floor1 11.0 0.0 0.0 0.00 0.00 24.0 216.0 1.00 3.81 Seismic Design Loads for Lateral Analysis [ASCE7-16] I.F.C. Engineering, Inc.SHEET NO: CONSULTING ENGINEERS JOB NO: STRUCTURAL CALC. BY:J PHONE (818) 814-8268 CHECK BY:J PROJECT:DATE:2/9/2026 Seismic Loads Roof SAB =3.81 x 31.0 /1.4 =84.28 plf < W.L.= 122.1 plf S12 =3.81 x 32.0 /1.4 =87.00 plf < W.L.= 122.1 plf Roof Diaphragm SAB :Dia. Shear = 61.07 plf Chord Force = 473.25 lb S12 :Dia. Shear = 59.63 plf Chord Force = 465.89 lb 1/2" CDX (P.I. 32/16) NAIL W/ 8d @ 6" O.C. EDGE (UNBLOCKED) AND 8d @ 12" O.C. FIELD & MST37 PER CHORD SPLICE DESIGN LOADS FOR LATERAL ANALYSIS I.F.C. Engineering, Inc.SHEET NO: CONSULTING ENGINEERS JOB NO:0 STRUCTURAL CALC. BY:J PHONE (818) 814-8268 CHECK BY:J PROJECT:DATE:2/9/2026 Shear Wall (Redundancy factor =1.3)(Roof) Vs Tri. Width Tri. Width TL. Length v OTM 0.36Rm Pu (lb) (Roof) (ft) (Ceiling) (ft) (ft) (lb/ft) (lb-ft) (lb-ft) (lb) LineA : 2540.3 1.33 1.33 28.00 90.7 11431.4 6888.4 324.5 LineB : 4128.0 1.33 1.33 14.00 294.9 18576 1722.1 2407.7 Line1 : 2460.9 Line2 : 2460.9 1.33 1.33 12.00 205.1 22148.3 5060.9 1423.9 Roof DL =15 PSF Ceiling DL =10 PSF Shear Wall Panel /Hardy Fra Hold Down (OTM, R LineA : No. 1 HDU2 14 LineB : No. 1 HDU4 7 Line1 : Line2 : No. 1 HDU2 12 DESIGN LOADS FOR LATERAL ANALYSIS Length (ft) 2w/L 14+14 7+7 12 See Additional Calcs CONSULTING ENGINEERS STRUCTURAL PHONE (818) 814-8268 Design shear force V = Wall configuration: 4.0'0.0' 9.0' 25.0' Shearwall length:; Unit shear at bottom of wall : Unit shear on piers: ; Holdown force due to V only: Free body diagram of wall segments below bottom opening level (forces are in lbs U.N.O.) : 984 0 Free body diagrams of wall segments: (Forces shown are in positive directions ) Forces (lbs,lb-ft) in wall segments are tabulated as following: H T C F1 F2 V1 N1 M1 V2 N2 M2 -886 1538 -1538 -984 394 0 0 0 886 591 5316 0 0 1538 0 492 -886 -591 -5316 -652 98 886 0 0 -1538 -984 394 652 -98 -886 886 689 6202 0 0 1538 0 984 -886 -689 -6202 -652 -295 -2658 886 0 -1538 -492 197 652 295 2658 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Maximum unit shear: 0 0 0 0 0 0 0 0 0 0 0 Use : Panel 4 0 0 0 0 0 0 0 0 0 0 0 Maximum strap tension: 0 0 0 0 0 0 0 0 0 0 0 Use : MST48 0 0 0 0 0 0 0 0 0 0 0 Net holdown forceb: 0 0 0 0 0 0 0 0 0 0 0 Use : H.D. not required Notes: a. Ignore the contribution of wall segments on top of openings b. Load combination 8b 9 10 -145 lbs 11 ( 0.42234D-0.7E ) is used to calculate net uplift force on holdowns 5 Design summary 6 322 lb/ft 7 8 2255 lbs 3 Floor 0.0 4 Wall 18.0 9.0' 1 Roof 15.0 1.3' 2 Ceiling 10.0 1.3' DL used to calculate resisting moment (R.M.) : Seg.DL (psf) T.W.1 T.W.2 886 886 10 11 98 lb/ft 1 2 3 4 5 6 7 8 9 0 0 0 0 0 0 984 0 0 492 0 0 15 3 8 15 3 8 15 3 8 15 3 8 15 3 8 15 3 8 0 0 0 25.0 ft 98 lb/ft 246 lb/ft 886 lbs 7 8 9 10 11 2.8'1 2 3 4 5 6 2.3'(lbs) 4.0' 0.0' 0.0' 0.0' 0.0' 2461 (ignored)(ignored)(ignored)(ignored)(ignored) 4.0'5.0'10.0'2.0'0.0' (Line 1) 2461 lbs CHECK BY:J PROJECT:DATE:11/23/2025 Shearwall Designed With Force Transfer Around Openings Approach a SHEET NO:09-L PROJECT NO: CALC. BY:J T F1 C H V2 M2 N2 F2 1 H T F1 C V1 M1 N1 F2 3 V2 N2 M2 V2 F C M1 N1 F V1 N2 M22 M1 N1 V1 FOUNDATION NOTES 1. SEE SPECIFICATIONS ON SHEET SD-1 FOR ADDITIONAL INFORMATION. 2. BUILDING PAD SOIL BEARING VALUE SHOULD BE AT LEAST 1500 PSF 3. CEMENT USED IN FOUNDATIONS SHALL BE TYPE II UNLESS OTHERWISE REQUIRED BY THE SOIL ENGINEER. 4. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1 /8 INCH IN 10 FEET. 5. THE FLOOR SLAB AND FOUNDATION MAY BE POURED HOMOGENEOUSLY (AT THE SAME TIME) OR IN TWO POURS, WITH A COLD JOINT BETWEEN THE SLAB AND FOUNDATION, AT THE CONTRACTORS DISCRESSION. THE DETAILS DRAWN GENERALLY SHOW TWO POURS. 6. ANCHOR BOLTS: AT ALL EXTERIOR WALLS, INSTALL A 5/8" DIA. ANC. BOLTS @ 48" O.C. WITH MINIMUM EMBEDMENT OF 7 INCHES INTO CONCRETE (U.N.O. ON SHEAR WALL SCHED.) INCLUDING AT LEATST ONE WITHIN A MAXIMUM OF 12" FROM EACH END. PLATES SMALLER THAN 24" IN LENGTH, SHALL BE PROVIDED WITH AT LEAST TWO ANC. BOLTS UNLESS OTHERWISE INDICATED ON PLANS. PROVIDE ALL EXTERIOR WALLS AS INDICATED ON PLANS. SEE FLOOR FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF ANCHOR BOLTS ABOVE CONCRETE. HARDWARE SHALL BE TIED INPLACE PRIOR TO PLACEMENT OF CONCRETE. 7. ANY PENETRATIONS INTO PRESSURE TREATED WOOD MUST BE GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER NAILS. 8. FOUNDATION SILL PLATE SHALL BE TREATED LUMBER OR FOUNDATION RED WOOD. 9. REFER TO ARCH. DWG. FOR TOP -OF -SLAB ELEVATIONS. 10. NEW / EXISTING OR DEMO STUD WALLS NEED TO BE VERIFIED WITH ARCH. DRAWINGS. 11. ALL HOLDOWNS ANCHOR BOLTS AND STRAPS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND POURING CONCRETE. 12. ALL BOLT SIZES SHALL BE DRILLED 1 /32" TO 1 /16" OVERSIZED. 13. SHOT PINS: AT ALL INTERIOR, NON BEARING, NON SHEAR WALLS AND PARTITIONS, INSTALL A 0.145" DIA. X 2.875" LONG, SHANK AND METAL PLATE WASHER AT 36" O.C. ADDING ONE AT EACH END. PLATES SMALLER THAN 16" IN LENGTH SHALL HAVE A MINIMUM OF TWO FASTENERS, ONE AT EACH END. PLATES 16" OR LONGER AND INDICATED AS SHEAR WALLS, PLACE TWO ADDITIONAL FASTENERS, ONE AT 6" AND ANOTHER AT 10" FROM EACH END. 14. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ALL BOLT HOLES SHALL BE DRILLED 1 /32" TO 1 /16" OVERSIZED. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED FOR EPDXY ANCHORS. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR REQUIRED FOR INSTALLATION OF HARDY FRAME HOLDWON ANCHOR BOLTS. CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE RESISTING SYSTEM/ COMPONENT LISTED IN THE STATEMENT OF SPECIAL BOLT SIZE I MINIMUM PLATE WASHER SIZE 5/8" 0.229" x 3" x 3" 3/4" 5/16" x 3" x 3" 7/8" 5/ 16" x 3" x 3" 1" I 3/8" x 3 1 /2" x 3 1 /2" SLOTTING OF WASHER IS ALLOWED TO BE 1.75" LONG. PAD FOOTING SCHEDULE NO. SIZE THICKNESS REINFORCEMENT EAC H WAY PF1 2'-0" SQ. 2'-0" (3)-#4, BOTTOM PF2 2'-6" SQ. 2'-0" (4)-#4, BOTTOM PF3 3'-0" SQ. 2'-0" (3)-#5, BOTTOM PF4 4'-0" SQ. 2'-0" (4)-#5, BOTTOM PF5 5'-0" SQ. 2'-0" (5)-#5, BOTTOM PF6 6'-0" SQ. 2'-0" (6)-#5, BOTTOM FRAMING NOTES INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT RESPONSIBILITY TO THE LADBS INSPECTORS AND THE 1• REFER TO STRUCTURAL GENERAL NOTES SHEET OWNER PRIOR TO THE COMMENCEMENT OF WORK SD1 FOR MORE INFORMATION. ON SUCH SYSTEM OR COMPONENT. 2. MULTIPLE ELEMENT MEMBERS (i.e. DBL JOISTS, DBL STUDS, etc.) SHALL BE NAILED TOGETHER THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL W/ 16d's @ 16" O.C. STAGGERED. BEAMS CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL COMPOSED OF MULTIPLE PIECES (4X OR LARGER) REQUIREMENT CONTAINED IN THE STATEMENT OF SPECIAL SHALL BE BOLTED TOGETHER W/ 1/2"0 M.B.'S INSPETIONS. @ 12" O/C., STAG'D. NAILS FOR PRESERVATIVE -TREATED WOOD SHALL BE 3• WALL STUDS: HOT -DIP GALVANIZED 1) EXTERIOR WALLS: HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING a) 1ST FLR. OF 3-STORY BL 3X4 DFL-#2 OR 2X6 STUDSS @ @ 16" 0/C. REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS b) 1ST FLR OF 2-STORY BLD'GS AND SHALL BE FINGER TIGHT AND 1 /2 WRENCH TURN JUST 2ND FLR OF 3-STORY BLD'GS: PRIOR TO COVERING THE WALL FRAMING. CONNECTOR 2x4 DFL-#2 STUDS @ 16" 0/C. BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE c) OTHER CASES: SHALL BE 2X4 MIN. DFL STUD WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE GRADE OR BETTER STUDS @ 16" 0/C. FOR 4" ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MIN. OF WALLS & 2X6 MIN. DFL STUD GRADE OR BETTER STUDS @ 16" 0/C. FOR 6" WALLS, U.N.O. 0.299"X3"X3". d) ALL OUTSIDE WALL OF EXTERIOR WALL HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE ARE BEARING WALL (U.N.O.) PRIOR TO FOUNDATION INSPECTION. 2) INTERIOR WALLS: FASTENERS FOR PRESERVATIVE -TREATED OR FIRE -RETREATED a) ALL INTERIOR SHEAR/ BEARING WALLS SHALL BE 2X4 MIN. STUD GRADE OR BETTER STUDS @ 16" WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED 0/C. FOR 4" WALLS & 2X6 MIN. DFL STUD GRADE STEEL IN ACCORDANCE WITH ASTM A 153. OR BETTER STUDS @ 16" 0/C. FOR 6" WALLS, ALL EXTERIOR AND WOOD FRAMED HIMNEYS MUST b) ALL INTERIOR NON -BEARING/ NON -SHEAR WALL BE SHEATHED WITH SHEAR PANEL 1 (U.N.O.). SHALL BE 2X4 STUD GRADE OR BETTER STUDS @ MAX. 24" 0/C. U.N.O. 1 /8" GAP AT ALL PLYWOOD PANEL EDGES REQUIRED. 4. U.N.O. PROVIDE SOLID BLOCKING OR DBL. JOIST CONTINUOUS INSPECTION BY DEPUTY UNDER ALL WALLS ABOVE. INSPECTOR IS REQUIRED FOR ALL CONCRETE DESIGNED WITH STRENGTH GREATER THAN 5. WHERE HANGERS ARE NEEDED, WHETHER 2,500 PSI. INDICATED ON PLAN OR NOT, U.N.O., USE "U" OR "LB" "HU" HANGERS FOR JOSTS/RAFTERS, & OR [INSPECTOR TO VERIFY] BOTL HOLES SHALL BE "HW" HANGERS FOR BEAMS OR MULTIPLE JOISTS. MAX. 1 /16" OVERSIZED. 6. WHERE SHEAR WALLS ARE THRU WALLS AS MIN. 2x6 WALL STUD FRAMING AT PLUMBING WALLS INDICATED ON PLANS, SHEAR MATERIAL SHALL TO ACCOMMODATE DRILLING AND NOTCHING OF STUDS. BE CONT. THRU WALLS. 7. ALL POSTS/MULTIPLE STUDS IN WALLS SHALL [FOR THE LOCATION OF PLUMBING WALLS, SEE ARCH PLAN] RECEIVE EDGE NAILING FROM WALL SHEATHING. ALL BM'S, DRAGS GIRDER TRUSSES SHALL PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD RECEIVE BOUDARY NAILING FROM SHEATHING. SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, 8. CONTRACTOR SHALL VERIFY EXACT HEIGHT AND INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER LOCATION OF HARDY FRAME OR STRONG WALL. FASTENING TO COMPONENTS OF THE SEISMIC FORCE 9. FURR CEILINGS TO CONCEAL VALLEY OR HIP RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY THAT ARE BELOW TOP PLATE LINE INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING 10. FURR ALL WALLS AS REQ'D IF SHEAR WALL DOES NOT OF THE SHEATHING IS 4" O.C. OR LESS. COVER ENTIRE WALL TO WALLS FLUSH FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR 11. SHEAR WALLS ARE TO ROOF SHEATHING PRESERVATIVE -TREATED WOOD. 12. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINIMUM 0.058" THICK AND 1 1/� IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A WIDE SHALL BE FASTENED TO EACH PLATE ACROSS SOIL INVESTIGATION REPORT MAY BE REQUIRED. AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16d NAILS. MINIMUM ANCHOR BOLTS WITH A MINIMUM 7" EMBEDMENT. 13. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHIN( THAT REST ON EXTERIOR FOUNDATION WALLS AND AT LEAST TWO (2) ANCHOR BOLTS PER PLATE WITH A ARE LESS THAN 8 INCHES FROM EXPOSED EARTH MINIMUM 7-BOLT DISTANCE FROM THE END OF THE SILL SHALL BE OF PRESERVATIVE -TREATED WOOD. PLATE, BUT NOT MORE THAN 12". 14. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 55. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING, FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7. 16. ROOF DIAPHRAGM USE 1 /2" CDX (P.I. 32/16) NAIL W, 8d @ 6" O.C. EDGE (BLOCKED) AND 8d @ 12" O.C. FIELD & MST37 PER CHORD SPLICE. 17. SHEAR WALLS SHALL RUN CONTINUOUSLY FROM FOUNDATION TO ROOF FRAMING. 18. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. CODE REFERENCE NUMBER (SIMPSON HARDWARE) HARDWARE ICC-ES ESRR# IAPMO UES ER# A34, A35, LPT5 J096 112 LPT4 J096 172 GH46, GH48 2616 -- MSTA, MSTC, FHA, LSTA, ST,, MST, 2105 -- CMST, CS HU, HUC, L U, U 2549 - - HGU, HHGU, MGU, LGU 2552 -- PSL, L IV, LSL I J87 HDU, HDOB HHDO, DTT 25828 HD, HDB - - 143 EPCZ, ECCO ECC, EC 2604 - - HRRC 2551 LTS 2615 ROOF DIAPHRAGM 1 /2" CDX (P.I. 32/16) NAIL VU/ 8d @ 6" O.C. EDGE (UNBLOCKED) AND 8d @ 12" O.C. FIELD & MST37 PER CHORD SPLICE. (ONLY DBL. TOP SPLICE AT THE SAME LOCATION) ROOF AND CEILING FRAMING PLAN L- � -v-v-v > MST48 MST48 SYMBOLS & LEGENDS NEW WALL 1 10.25 SHEAR PANEL SCHEDULE & LENGTH SIMPSON HOLDOWNS DIRECTION, SPAN OF 2x8 @ 16" O.C. (U.N.O.) ROOF RAFTER (R.R.) DIRECTION, SPAN OF 2x8 16" O.C. (U.N.O.) R v CEILING JOIST (C.J.) EXISTING ROOF LAYOUT \ DIRECTION, SPAN OF EXISTING ROOF RAFTER (EX. R.R.) CONTRACTOR NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING FRAMING/CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO COMMENCING ANY WORK. 2. PLYWOOD OF SHEAR WALL CAN BE INSTALLED ON EITHER SIDE OF WALL. CITY OF SANTA ANA ANnning and Building Agenc 4x4/ 4x6/ 6x6 POSTS (U.N.O.) S2.2 DETAIL KEYS SHEAR PANEL - PLYWD. ON 0 E SIDE I- NEW FOOTING A pproved R PERMIT ISSUANCE I I CONCRETE SLAB ON GRADE Ma ter ID: I_ NEW ROOF LAYOUT Da e: MST 37 _ SIMPSON DRAG STRAP AHJ STAMP APPROVAL r EXISTING FOOTING TO BE REMAINED L__ __J BEARING WALL 2x4 MIN. @ 16" O.C. DFL NO.2 (U.N.O.) EXTERIOR WALL 2x4 MIN. @ 16" O.C. DFL NO.2 (U.N.O.) FOUNDATION PLAN 21 > 1 IFCENGIN ENGINEERING. Na CONSULTING ENGINEERS STRUCTURAL DESIGN 1822 E Route 66, Suite 328 Glendora, CA 91740 Office: (818) 814-8268 Email: ifcengineeringca@gmail.com THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES INCONSISTENCIES. CHECK WITH ARCHITECT FOR ACTUAL DIMENSIONS. THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM IFC ENGINEERING. QROVESS/ON9 14C.Wpy�lF� Flo. C69393 W Ex 06/30/2026� v 9T CIVIC ��Q \or CAL�F�� Stamp: Residential Project for: PRIVATE RESIDENCE 1519 PARK DRIVE SANTA ANA, CA 92707 Project: STRUCTURAL FRAMING PLAN Drawing Title: PLAN CHECK PCC1 02-08-2026 Revisions: Date Date: 11-22-2025 Scale: 1 /4"= V-0" Drawn By: IFC Job Number: 1102015A S1 GENERAL STRUCTURAL NOTES CITY OF SANTA ANA PI nning and Building Agenc GENERAL NOTES 1. NOTES: NOTES PROVIDED ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND SPECIFICATIONS. 2. DIMENSIONS: WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 3. CODES AND SPECIFICATIONS: ALL WORK AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, SPECIFICATIONS, REGULATIONS AND SAFETY REQUIREMENTS. 4. SAFETY: DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. ERECTION: ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 6. EARTH WORK: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCE. 7. OTHER TRADES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND CONDITIONS OF THE JOB. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH WORK. 8. SHOP DRAWINGS: SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. 9. DETAILS: DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS AND NOTES OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT OR ENGINEER. 10. OPENINGS: SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR AND WALL OPENINGS, FLOOR FINISHES, ETC. 11. OTHER TRADES: SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND ALL PIPE SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 12. SPECIAL DETAILS: PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER SPECIAL DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE STAYED OR LATERALLY BRACED. 13. MODIFICATIONS: ALL INFORMATION SHOWN ON THE DRAWINGS, RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY, WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER SO THAT PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT AND ENGINEER. 14. OTHER PLANS: ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED AS PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, LOCATION OF ALL OPENINGS, ETC. 15. OTHER ITEMS: SKYLIGHT, STOREFRONT STAIR FABRICATOR, ETC. SHALL SUBMIT STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS FOR ALL FRAMING MEMBERS AND CONNECTIONS (INCLUDING CONNECTIONS TO STRUCTURAL MEMBERS) TO STRUCTURAL ENGINEER AND BUILDING DEPARTMENT FOR THEIR APPROVAL PRIOR FABRICATION. CALCULATIONS AND DRAWINGS SHALL COMPLY WITH ALL REQUIREMENTS OF LATEST APPLICABLE BUILDING. THESE DRAWINGS SHALL BE DESIGNED AND SIGNED BY A REGISTERED ENGINEER. 16. MECHANICAL: MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE, ISOLATORS, FASTENERS AND ANY OTHER ELEMENTS PROVIDING STABILITY FOR MECHANICAL EQUIPMENT MUST BE APPROVED BY ICBO OF EQUIVALENT TO AT LEAST 0.3 TIMES OPERATING WEIGHT OF EQUIPMENT. 17. SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING AND FORMWORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING. POST -TENSIONED OR REINFORCED CONCRETE SLABS MAY CARRY SHORING LOADS EQUIVALENT TO THEIR DESIGN SUPERIMPOSED LOADS INCLUDE LIVE LOAD, PARTITION LOAD AND ANY OTHER LOAD NOT IN PLACE AT TIME OF SHORING. 18. BACKFILL: BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEM. DO NOT PROCEED WITH BACKFILL UNTIL 7 DAY (MINIMUM) AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE COMPLETION AND INSPECTION OF DAMP PROOFING. 19. BRACING: DO ALL TEMPORARY BRACING AS REQUIRED TO HOLD THE VARIOUS ELEMENTS IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 20. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES. THERE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OF WORK AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BY CONSTRUCTED AS SUPERVISION OF CONSTRUCTION. 21. WHERE CONSTRUCTION MATERIALS ARE TEMPORARILY STORED ON ROOF OR FLOOR FRAMING, THEY SHALL BE DISTRIBUTED SO THAT THE LOAD DOES NOT EXCEED DESIGN LIVE LOAD. ADEQUATE SHORING AND/OR BRACING SHALL BE PROVIDED WHERE STRUCTURAL MEMBERS HAVE NOT ATTAINED DESIGN STRENGTH. 22. ASTM DESIGNATION AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. 23. ALL WORK SHALL CONFORM TO THE 2022 EDITION OF CALIFORNIA BUILDING CODE, 2020 EDITION OF LOS ANGELES BUILDING CODE AND 2021 OF INTERNATIONAL BUILDING CODE. FOUNDATION 1. THE SOILS BEARING PRESSURE = 1,500 PSF 2. FOUNDATION DESIGN SHALL BE 24" MIN. DEPTH OF FTG BELOW LOWEST ADJACENT FINAL GRADE, AND 12" MINIMUM WIDTH FOR 1 STORY, 15" MIN. WIDTH FOR 2 STORY, BEAR ON FIRM NATIVE OR PROPERLY COMPACTED SOILS. 3. NOT USED 4. GEOTECHNICAL ENGINEER OR DEPUTY INSPECTOR SHALL VERIFY THAT CONSTRUCTION AT THE SITE IS IN ACCORDANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 5. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED SOILS ENGINEER OR DEPUTY INSPECTOR TO ENSURE COMPLIANCE WITH THE REQUIREMENTS. 6. ALL FILL MATERIAL IS TO BE APPROVED BY THE SOILS ENGINEER OR DEPUTY INSPECTOR AND APPROVED BY A QUALIFIED SOILS ENGINEER OR DEPUTY INSPECTOR TO ENSURE COMPLIANCE W/ THE REQUIREMENTS. 7. SUBGRADE SHALL BE 2". 8. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH UNLESS SHOWN OR NOTED OTHERWISE. 9. CONTRACTOR SHALL PROVIDE TEMPORARY AND PERMANENT DEWATERING FOR EITHER SURFACE WATER, GROUND WATER OR SEEPAGE WATER. 10. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. 11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CRIBBING SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANK. 12. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL SHALL BE PROPERLY COMPACTED. 13. CONTRACTOR SHALL BRACE OR PROTECT FROM LATERAL LOADS FOR THE PIT AND RETAINING WALLS UNTIL ATTACHING SLABS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. 14. NO VERTICAL EXCAVATIONS 4'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESEND SHALL BE PERMITTED. EPDXY ANCHORS ; 1. EPDXY FOR EPDXY ANCHORS SHALL BE S -3G PDXY BY "SIMPSON STRONG -TIE" (ICC ESR. #4057, 6117) 2. ANCHORS USED FOR EPDXY ANCHORS SHALL BE ASTM A-307 THREADED RODS LINO. SIZE AND EMBEDMENT SHALL BE AS INDICATED ON PLANS. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S RECOMMENDATIONS AND THE CURRENT ICC REPORT. 4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CBC-2022 AND IN ACCORDANCE WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CORRESPONDING ICC REPORT. 5. DRILLED HOLES SHALL BE CLEANED OF DUST AND ANY DEBRIS USING NYLON BRUSH AND COMPRESSED AIR. OIL, SCALE, AND RUST SHALL BE REMOVED FROM THREADED RODS PRIOR TO INSTALLATION. 6. UNLESS NOTED OTHERWISE IN THE PLANS, EPDXY ANCHORS SHALL HAVE THE FOLLOWING MINIMUM EMBEDMENT BAR SIZE MINIMUM EMBEDMENT * REMARKS #3 3 1 /2" #4 OR 1 /2"0 4 1 /4" #5 OR 5/8"0 5 1 /2" #6 OR 3/4"0 6 3/4" REINFORCING STEEL 1. ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 DEFORMED BILLET STEEL BARS. 2. GRADE 60 BARS SHALL BE MARKED SO ITS IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 3. THE TIE WIRE USED SHALL BE BLACK ANNEALED WIRE, 16 GA. OR HEAVIER. 4. BAR SUPPORTS SHALL CONFORM TO THE BAR SUPPORT SPECIFICATIONS CONTAINED IN THE "MANUAL OF STANDARD PRACTICE" BY ACI. 5. A CERTIFIED COPY OF MILL TEST ON EACH HEAT OF REINFORCING STEEL DELIVERED SHOWING PHYSICAL AND CHEMICAL ANALYSIS SHALL BE PROVIDED UPON REQUEST AT THE TIME OF SHIPMENT. 6. ALL REQUIREMENT OF CONCRETE REINFORCEMENT NOT COVERED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE". 7. REINFORCING STEEL AT THE TIME OF THE CONCRETE IS PLACED SHALL BE FREE FROM MUD, OIL, OR OTHER NON METALLIC COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. 8. ALL HOOKS SHALL CONFORM TO THE BEND DIMENSION PER ACI "STANDARD HOOK" UNLESS OTHERWISE SHOWN ON THE DRAWINGS. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL INJURE THE MATERIAL. 9. REINFORCING BARS SHALL CONFORM ACCURATELY TO THE DIMENSIONS SHOWN ON THE DRAWINGS WITH THE FABRICATING TOLERANCES PER ACI "MANUAL OF STANDARD PRACTICE." 10. BARS SHALL BE SECURELY TIED TO PREVENT DISPLACEMENT DURING THE CONCRETE OPERATION AND ALL DOWELS SHALL BE WIRED IN PLACE BEFORE DEPOSITING CONCRETE. 11. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL HAVE SAME SIZE AS THE VERTICAL REINFORCEMENT, EMBEDMENT OF DOWELS SHALL BE 36 BAR DIAMETER OR 2'-0" MINIMUM UNLESS OTHERWISE SHOWN. 12. MINIMUM LAP OF MESH SHALL BE NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS TWO INCHES OR 60 DIA. OR 8 IN. WHICHEVER IS GREATER. STRUCTURAL STEEL & MISCELLANEOUS STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A572, GRADE 50, OR DUAL GRADE A992(MIN. Fy-50 KSI) ANGLES, CHANNELS AND PLATES TO CONFORM TO ASTM A36. TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B AND PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B. STEEL BEAMS W10 OR SMALLER MAY BE A36 STEEL. 2. ALL MATERIAL, FABRICATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS AS APPROVED BY THE CHECKING AGENCY AND AS AMENDED IN GENERAL NOTES AND SPECIFICATIONS. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 4. FABRICATOR SHALL BE LOCAL JURISDICTION CERTIFIED FABRICATOR. 5. ALL WELDERS SHALL BE CERTIFIED BY LOCAL JURISDICTION BUILDING DEPARTMENT. ALL WELDING AND ALL MULTI -PASS AND GROOVE WELDS SHALL HAVE CONTINUOUS INSPECTION. WELDING SHALL CONFORM TO A.W.S. D1.1. THE ELECTRODE SHALL BE E70XX AND HAVE A CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT 707. 6. BOLTS SHALL BE HIGH STRENGTH CONFORMING TO ASTM A-325. ALL BOLTS AT DRAG STRUTS AND BRACE FRAME CONNECTIONS SHALL BE ASTM A-325 "SLIP CRITICAL". INSTALLATION OF HIGH STRENGTH BOLTS SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS. TORQUE WRENCH TESTING IS REQUIRED ONLY FOR "SLIP CRITICAL" CONNECTION. 7. BOLT HOLES SHALL BE 1 /16 INCH LARGER IN DIAMETER THAN THE BOLT NOMINAL SIZE. 8. WELDING ELECTRODES SHALL BE E70XX COMFORMING TO AWS D1.1 LOW HYDROGEN. 9. FILLET WELDS NOTED ARE FOR DESIGN LOADS. FOR WELDS TO HEAVIER SECTIONS, USE PREHEAT OR INCREASE WELD SIZE PER AISC SPECIFICATIONS. 10. ALL WELDING SHALL HAVE CONTINUOUS INSPECTION BY AWS CERTIFIED WELDING INSPECTOR. STRUCTURAL DESIGN CRITERIA WIND DESIGN DATA: BASIC WIND SPEED....................................110 MPH RISK CATEGORY ........................................ II WIND EXPOSURE ......................................... B EARTHQUAKE DESIGN DATA: IMPORTANCE FACTOR I...............................1.0 SITE CLASS ................................................. D Ss............................................................... 1.289 S1............................................................... 0.461 SDs............................................................. 1.031 SD1.............................................................0.461 SEISMIC DESIGN CATEGORY ....................... D BASIC SEISMIC FORCE -RESISTING SYSTEM Light -frame 'roeed)�wates! .1 w7wood strt'Ctural panels DESIGN BASE SHEAR ................................... 3.81 PSF Cs............................................................... 0.1586 DEAD LOAD R................................................................. 6.5 (PSF) USE EQUVALENT LATERAL FORCE PROCEDURE i ROOF 15 2� CONCRETE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONFORMING TO THE FOLLOWING LOCATION: 28-DAY MIN. MAXIMUM MIX DESIGN COMPRESSIVE AGGREGATE SLUMP STRENGTH SIZE (IN.) (INCHES) A. SLAB ON GRADE 2500 psi 1 3 (4" MAX) B. FOOTING 2500 psi 1 4 (5" MAX) W/5.0 SACKS CEMENT (MIN.) * WHERE SULFATE EXPOSURE LEVEL IS SEVERE USE 4500 psi WITH W/C RATIO OF 0.45 (MAX) 2. ALL CONCRETE MIX DESIGN SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II CEMENT. 4. AGGREGATE SHALL CONFORM TO ASTM C-33. 5. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS OR ORGANIC MATERIALS, OILS, SALTS AS PER ACI 318. 6. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C-94. 7. WATER -CEMENT RATIO IS LESS THAN 0.50 8. UNLESS SHOWN OR NOTED OTHERWISE, CONCRETE COVERAGE FOR REINFORCING BAR TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" C. WALLS 1.5" D. BEAMS, GIRDERS & COLUMNS (TO TIES OR STIRRUPS) 1.5" 8. CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT EXCEED 1/3 OF THE THICKNESS OF THE SLAB AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING STEEL. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 6". 9. CONSTRUCTION JOINTS: THE SURFACES OF ALL CONSTRUCTION JOINTS SHALL BE CLEAN, FREE FROM LOOSE DEBRIS. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. 10. CONCRETE SHALL BE CURED IN ACCORDANCE WITH 2O22 C.B.C. 11. REMOVAL OF CONCRETE FORMS AND SHORES SHALL BE IN ACCORDANCE WITH 2O22 C.B.C. 12. CONDUITS AND PIPES EMBEDDED IN CONCRETE SHALL COMPLY WITH THE PROVISION OF 2022 C.B.C. 13. DESIGN AND CONSTRUCTION OF CONCRETE FORMWORK SHALL CONFORM TO ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 14. ALL SAW CUTS IN SLAB ON GRADE SHALL BE MADE NOT LATER THAN 24 HOURS AFTER PLACING CONCRETE. ROUGH CARPENTRY 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH (DFL). A.) BEAMS, HEADERS & POSTS NO.1 OR BETTER B.) RAFTERS & JOISTS NO.2 OR BETTER 2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. WOOD SILL PLATES SHALL HAVE 3/4" DRYPACK UNDER, EXCEPT WHERE NOTED. ANCHOR BOLTS: 5/8"0 X 12" BOLTS @ 4'-0" O.C. WITH 2 1 /2" SQ. x 1 /4" PLATE WASHERS, WITH MINIMUM 2 ANCHOR BOLTS PER PIECE, LOCATED NOT MORE THAN 12" OR LESS THAN 7 DIAMETERS FROM EACH END OF THE PIECE. 4. PROVIDE WASHERS UNDER HEADS AND NUTS OF BOLTS AND LAG SCREWS BEARING ON WOOD. NUTS ON ALL BOLTS SHALL BE TIGHTENED BEFORE CLOSING IN AND/OR ON COMPLETION OF THE JOB. CUT WASHERS MAY BE USED EXCEPT FOR SILL BOLTS AT SHEARWALLS AND WHERE NOTED OTHERWISE. 5. BOLTS SHALL CONFORM TO ASTM A307. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT + 1 /16" UNLESS NOTED OTHERWISE. 6. NO STRUCTURAL MEMBER INCLUDING STUDS AND PLATES SHALL BE CUT OR NOTCHED FOR PIPES, ETC., UNLESS SPECIFICALLY SHOWN, NOTED OR ACCEPTABLE TO THE STRUCTURAL ENGINEER. FOR REQUIREMENTS FOR BORED HOLES. 7. PLYWOOD ROOF SHEATHING AND SHEAR WALL SHEATHING, APA GRADE MARKED STRUCTURAL 1, EXT. SHTG. C-C. SEE SPECIFICATIONS. 8. PLYWOOD SHEATHING SHALL BE IN SINGLE PIECES WHERE POSSIBLE WITH 4' X 8' MIN. SHEETS. SOLID BLOCK ROOF SHEATHING AND WALL PANEL PLYWOOD EDGES. MINIMUM SHEET DINENSION AT BOUNDARIES AND CHANGES IN FRAMING SHALL BE 24". 9. METAL FRAMING ACCESSORIES: STEEL JOISTS HANGERS, FRAMING ANCHORS FASTENERS AND OTHER SUCH CONNECTION DEVICES SHALL BE OF STANDARD MANUFACTUR OF THE TYPE REQUIRED BY THE DRAWINGS. NAILS SHALL BE THOSE FURNISHED BY THE MANU- FACTURER FOR THIS SPECIFIC USE. DEVICES SHALL BE GALVANIZED. "SIMPSON" PART NUMBERS ARE SHOWN ON DRAWINGS. 10. PROPERTIES OF LUMBER 4x OR 2x DFL. NO.1 Fb = 1,000 PSI, Fv = 95 PSI, E = 1,700 KSI DFL. NO.2 Fb = 900 PSI, Fv = 95 PSI, E = 1,600 KSI 6x AND LARGER DFL. NO.1 Fb = 1,350 PSI, Fv = 85 PSI, E = 1,600 KSI SELECT STRUCT. Fb = 1,600 PSI, Fv = 85 PSI, E = 1,600 KSI PARALLAM Fb = 2,900 PSI, Fv = 290 PSI, E = 2,000 KSI MICROLLAM Fb = 2,600 PSI, Fv = 285 PSI, E = 1,900 KSI 11. PLATE WASHERS FOR ALL ANCHOR BOLTS TYPICAL: BOLT SIZE PLATE SIZE (ASTM A-36) MIN. EDGE DISTANCE (in) 5/8"0 0.229"0"0" 1 7/8 3/4"0 0.229"x3"x3" 2 1 /2 7/8"0 5/16"x3"x3" 2 5/8 1 1 /4"0 3/8"x3 1 /2"x3 1 /2" 3 3/4 LOAD NOTE: APPROVE PLATE WASHERS TO BE USED FOR PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS* AND FOR HOLDOWN CONNECTOR BOLTS AT SHEARWALLS. FOR WOOD TO WOOD OR WOOD TO STEEL CONNECTION. FASTENING SCHEDULE COMMON NAIL 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1 " X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d AT 16" O.C. SOLE PLATE TO JOIST, AT BRACED WALL PANEL 2-16d PER 16" 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE 4-8d, TOE NAIL OR SUPERSEDE THE SPECIFICATIONS OF WPSE.(END NAILS 2-16d, END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24" O.C. 10. DOUBLE TOP PLATES, FACE NAIL 16d AT 16" O.C. DOUBLE TOP PLATES, LAP SPLICE 8-16d 11. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOE NAIL _ 3-8d 12. RIM JOIST TO TOP PLATE, TOE NAIL 8d AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. BUILT-UP HEADER (2" TO 2" HEADER) 16d AT 16" O.C. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOE NAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOE NAIL 3-10d 20. 1 " BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 3-8d 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL - 3-8d 23. BUILT-UP CORNER STUDS 16d AT 24" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 25. 2" PLANKS 2-16d AT EACH BEARING 26. COLLAR TIE TO RAFTER 3-10d 27. JACK RAFTER TO HIP / ROOF RAFTER 3-1Od TOENAIL TO 2-BY RIDGE BEAM 2-16d END NAIL 28. JOIST TO BAND JOIST 3-16d * NOTE: COMMON OR BOX NAILS MAY BE USED (U.N.O.) I BOX NAIL 3-10d 2-10d F 2-10d 3-10d N/A 16d AT 12" O.C. 3-16d PER 16" 3-10d Approved R PERMIT ISSUANCE 4-10d, TOE NAIL OR Ma ter ID: 3-10d, END NAIL 10d AT 16" O.C. Dale: 10d AT 12 O.C. 12-10d 3-10d 10 d AT 6 " 0. C. 3-10d 16d AT 12" O.C. ALONG EACH EDGE 3-10d 4-10d 4-10d 4-10d 3-16d 2-10d 3-10d 3-10d 16d AT 12" O.C. 10d AT 24" O.C. AT TOP AND BOTTOM AND STAGGERED 3-10d AT ENDS AND AT EACH SPLICE N/A 4-10d 3-16d TOENAIL 3-10d END NAIL 4-10d AHJ STAMP APPROVAL FfC IFCENGIN ENGINEERING, INC. CONSULTING ENGINEERS STRUCTURAL DESIGN 1822 E Route 66, Suite 328 Glendora, CA 91740 Office: (818) 814-8268 Email: ifcengineeringca@gmail.com THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES INCONSISTENCIES. CHECK WITH ARCHITECT FOR ACTUAL DIMENSIONS. THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM IFC ENGINEERING. QROVESS/ONq C. Flo. C69393 W Ex 06/30/2026� V 9T CIVIC ��Q \or CAL�F�� Stamp: Residential Project for: PRIVATE RESIDENCE 1519 PARK DRIVE SANTA ANA, CA 92707 Project: STRUCTURAL NOTES & DETAILS Drawing Title: PLAN CHECK , 02-08-2026 PLAN CHECK #1 /2\ PCC2 03-08-2026 Revisions: Date Date: 11-22-2025 Scale: 1 /4"= V-0" Drawn By: IFC Job Number: 1102015A SD1 A' 12" MIN. m 1 1 /2" x 16 GA. STRAP NOTE: 1. STRAP NOT REQUIRED FOR SILL PLATE. 2. PREDRILL CORNERS OF NOTCHES. 3. HOLES SHALL BE DRILLED. 4. WHERE NOTCH IS GREATER THAN NOTED, PROVIDE ANCH. BOLT EA. SIDE OF NOTCH. **5. THE GALVANIZED METAL TIE MUST EXTEND A MINIMUM 6" PASTING THE OPENING. SIZE OF PLATE WIDTH OF NOTCHING 'A' DEPTH OF NOTCHING 'B' EDGE DIST. FOR HOLE 'C' MAX. SIZE OF HOLE NO. OF 16d 'k COMMON NAILS FOR STRAP 2x4 3 1/2" 1 1/2" 1 1/2" 1 1/4"0 8 2x6 1 5 1/2" 1 2" 1 2" 1 2"0 1 8 2x8 1 5 1/2" 1 2" 1 2" 1 3"0 1 11 *NO. OF 16d COMMON NAILS EA. SIDE OF NOTCH TO EA. PLATE BORING NOTCHING DETAIL 9 DBL. TOP SILL PLATES 0 SCALE D/6 MAX. 2" MIN. 0 0 0 W 0 c� 2" MIN. NOTCHES ARE NOT PERMITTED m �r 0 0 0 co 1/3 SPAN 1/3 SPAN 1/3 SPAN E-- JOIST SPAN BTWN. CTR. OF BEARING WALLS BEAM. JOIST & RAFTER z a7" 7" 8"1 7" w MIN. MAX. MIN. LO o o o 1 Ld LEDGER NOTES 1. CUT & NOTCHES IN BEAM - NOT PERMITTED. 0 2. HOLES SHALL BE DRILLED (MAX. HOLE SIZE - D/3). 3. CUTS, NOTCHES & HOLES IN ENGINEERED WOOD PRODUCTS E­ ARE PERMITTED ONLY BY THE MANUFACTURER'S SPEC. 0 BORING NOTCHING DETAIL 10 a TSAWN: BEAM JOIST LEDGER NO SCALE 1-THRU STUD SIMP. A35 @ OPENING GREATER THAN 5'-0" 2x SOLID BLKG @ - -8d TOE 8'-0" O.C. MAX. & @ ALL CLG. LINES / 4-8d TOE 'D' SEE SCH. ADD 1-THRU STUD FOR OPENINGS GREATER THAN 5'-0" OPENING WIDTH 2-16d 2x SILL SIMP. A35 TOP & BOT. (EA. SIDE OF OPENING) OPENING GREATER THAN 5'-0" I I 9 , -5/8"OX12" A.B. � @ 4'- 0 O.C. (U.N.0.) ADDITIONAL 2x TRIMMER - WHERE 'D' IS 10'-0" OR LARGER 'D' IS NOMINAL EXCEPT WHERE NOTED. MAKE HEADER FULL WIDTH OF STUDS (ONE PIECE) AND DEPTH AS NOTED. 'D' IS BASED ON ROOF & CEILING LOADS ONLY BEARING WALLS ROOF OPENING WIDTH 'D' UP TO 2'- 11 " 4" 3'-1" TO 4'-0" 6" 4'-1" TO 6'-0" 8" 4-16d EA. END TYP. 4-8d TOE TOTAL / 2-1Od SIMP. A35 @ OPENINGS WHERE SILL PLT. IS CUT BY HOLE LARGER THAN 1 /2 PLT. WIDTH PROVIDE A.B. SIDE OF HOLE NON -BEARING WALLS OPENING WIDTH 'D' UP TO 3'-0" 4" 3'-1" TO 6'-0" 6" 6'-1" TO 8'-0" 8" 8'-1" TO 10'-0" 10" BEARING WALLS FLOOR OPENING WIDTH 'D' UP TO 2'-11" 6" 3'-1" TO 4'-0" 1 8" P-1"TO 6'-0" 10" WOOD STUD WALL OPENING BEND DIAMETER SCHEDULE 0 = BAR DIAMETER 0 - ,, D = FINISHED INSIDE BEND DIA. 6� IT D = 60 FOR #3 THRU. #8 T40. D = 80 FOR #9 THRU #11 d D = 100 FOR #14 & #18 BEAM STIRRUPS z N 0 OR 2 1 /2" MIN. OR CO n 40 OR 2 1/2- MIN. SUPPLEMENTARY CROSSTIES 300 IN CONC. ALTERNATE 90' & 135° ENDS ON CONSECUTIVE CROSSITIES 480 IN CMU 6� NIT SPLICE 7+1 #9 THRU #11 BARS WELDED FOR CLASS 'B' SPLICE 0 BEAM & COLUMN TIES SPLICES FOR SUCCESSIVE TIES TO BE PLACED @ ALTERNATE CORNERS REINFORCING BARS 5 BENDS AND LAPS 0 SCALE (1) #5 MIN. 240 IN CONC. 360 IN CMU �� d A (1) #5� MIN. ONE LAYER OF REINFORCING 240 IN CONC. 360 IN CMU A 4 ° d t d a. . (2) #5 ° (2) #5 ° MIN. MIN. TWO LAYERS OF REINFORCING REINFORCING BARS AT FOOTING AND WALL CORNER NO SCALE WIDTH, � 40% D MAX. aT 5/8" MIN. ;H IN STU ED HOLE WIDTH, D 3x BLKG. PLYWD. SF EDGE NAI 2 ROWS EDGE NA 3x STUD PANEL E 3x BOT PLATE 3x BLK( (U.N.O.) CONT. DE TOP PLAT 2 ROWS EDGE NAI 3x BLKG PLYWD. 3x BOT. PLATE FLR. JS' PER PL) 3x PRESS. SIIL PLATE PER PANEL 3' SHEAR PANEL SCHEDULE PANEL FLOOR PLATE FASTENERS FASTENERS @ TOP PLATE ANCHOR BOLTS ALLOWABLE ALLOWABLE SHEA fi 1 /2" STRUCT. 1 PLYWD./OSB SIMP. SDS 1/4" 0 x 6" OR TO RIM JOIST/BLOCKING @ SILL PLATE SHEAR SHEAR PANEL W/ 10d COMMON NAILS 5/8"0 x 9' LAG SCREWS SIMPSON A35 OR LTP4 5/8"0 OR 3/4"0 ANCHORS [PLF] [PLF] OR 16d NO FACE NAILING @ PANEL EDGE FASTENERS PLATE EXTERIOR INTERIOR FASTENERS SILL PLT. SDPWS-21 SDPWS-21 EDGE FIELD SIZE SPACING TYPE SPACING TYPE SPACING SIZE SPACING MEMBER SIZE SIZE SEISMIC WIND ONE 6" 12" 3x 3" 2x LTP4 16 A35 17 5 80 32' 2x 340 475 1 SIDE MIN. 16d MIN. FOR 2x MIN. ONE 4" 12" 3x 1 4 0 8" 3x LTP4 16" A35 16" 5/8"� 32 3x 510 715 SIDE MIN. I SDS MIN. MIN. ONE 3" 12" 3x 1 4" 0 6" 3x LTP4 8" A35 8" 5/8" 0 16It 3x 665 930 3 SIDE STAGG. MIN. SDS MIN. MIN. ONE 2 ' 12" 3x 1 4" 0 4" 3x LTP4 8" A35 8" 5/8"0 16" 3x 870 1217 4 SIDE STAGG. MIN. SDS MIN. MIN. TWO 4" 12" 3x 1 4" 0 4" 3x LTP4 8" A35 8 5 8" 0 16" 3x 1020 1430 5 SIDES MIN. SDS MIN. 2 SIDES MIN. TWO 3 12' 4x 5 8 0 6 3x A35 8 A35 8 3 4 b 16 3x 1330 1860 6 SIDES STAGG. MIN. LAG MIN. 2 SIDES 2 SIDES MIN. TWO 2' 12" 4x 5 8' -0 4 3x A35 8 A35 8 7 8' O 16" 3x 1740 2435 7 SIDES STAGG. MIN. LAG MIN. 2 SIDES 2 SIDES MIN. KAISLU r LK. r I U. 5LAU r I V. CONTINUOUS CLEAN & ROUGHEN CLEAN OUT SURFACE EXPOSING 6" MIN. COARSE AGGREGATE D MAX. SCUT BACK BANK 0% D --- MIN. EXIST'G. GRADE oco NONBEARING EXTERIOR Z BEARING w w 0 x 0 ti NOTCH / BORE % OF STUD 2x4 STUD 2x6 STUD 25% 7/8" 1 3/8" 40% 1 3/8" 2 1/8" 60% 1 2" 3 1/4" M NOTE: BORING AND NOTCHING SHALL NOT OCCUR IN SAME STUDS. x El 0 BORING/NOTCHING DETAIL WALL FRAMING NO SCALE J @ 12" O.0 STAGG. (TYP.) INTERSECTION TYPICAL WALLS AT CORNER 3 1 /2" CURB OR STARTER REQUIRED LEVEL BTM. PAD WIDTH 1 PLUS 2" NOTE: STAKES NOT PERMITTED WITHIN FTG. SECTION. REMOVE ALL WOOD PROTECT BANK EDGES FROM SLOUGHING (TYP.) LINE OF FINISHED EXCAVATION. FORM IF CAVING OCCURS. EXCAVATION TO BE APPROVED BY SOILS ENGINEER PRIOR TO PLACING CONCRETE a= aW PIPE TRENCHES SHALL BE LOCATED SO THAT FOOTINGS �o WILL NOT BE UNDERMINED W w� _ 30 a _ - I� 3" MIN -JBE -III III= ---- --11=IaO UNEEXCAVATIONL W THISLINE/2 MIN.0 .I. SLEEVE 1'-6" 9- MIN. NO PIPE SHALL PASS THROUGH THIS PORTION CONC. FILL SHALL OF FOOTING BE PLACED PRIOR TO POURING FOOTINGS. NO PIPES PERMITTED IN OR THROUGH FOOTING PROPER. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING PAD AND FULL WIDTH OF PIPE TRENCH. FOOTING SHALL BE STEPPED SO THAT CONCRETE FILL DOES NOT EXCEED 3'-0" ABOVE PIPE INVERT. PIPE AND TRENCH LOCATION A FRAMING U I INTERSECTION U I NO SCALE NO SCALE NO SCALE NOTES: DBL. TOP PLATE 1. SEE FRAMING PLANS FOR LOCATION OF SHEAR PANELS TUDS @ 16" O.C. 2. ALL PLYWOOD SHEAR PANELS TO BE 1 /2" STRUC. I PLYWOOD WITH MINIMUM 5-PLY. 2 3. FOR HOLDOWN ANCHORS (HD) SEE PLANS & DETAIL SD2 NAILING )WS OF EDGE NAILING 4. WALL FRAMING TO BE MIN. 3x MEMBERS AT PANEL EDGES. NAILS SHALL BE STAGGERED IN TWO LINES ALONG PANEL NAILING EDGES. WHEN NAIL SPACING IS 2" o.c., OR WHEN 1Od COMMON NAILS ARE SPACED 3" o.c. PENETRATE FRAMING MORE THAN 1-5/8". 5. USE PLT. 0.229"x3"SQ. W/ 5/8"0 A.B.'s AND PLT. JST. PER PLAN 5/16"x3"SQ. W/ 3/4"0 A.B.'s. 6. NAILS SHALL BE PLACED AT LEAST 3/8" FROM PANEL 1 /2" MIN. EDGES AND AT LEAST 3/8" FROM THE EDGE OF THE 3x MIN. @ CONNECTING MEMBER FOR SHEAR PANEL AND A MINIMUM C PANEL JNT. 1 /2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES. TUDS @ G 7. ALL ANCHOR BOLTS AT EDGE OF CONCRETE SHALL HAVE A L EDGE SPACING MINIMUM OF 5d CONCRETE COVER AND 10" MIN. ' 2" OR 3" ENBEDMENT. NAILING 8. ALL NAILS SHALL BE COMMON NAILS. TYP. PLYWD. 0 1 /2" MIN. 9. USE 3x AND TREATED SILL PLATE AT CONCRETE SURFACES. NAILING TYP. PLATE W/ A.B. 12 1 /2'j 10. PROVIDE MINIMUM 3-INCH PENETRATION INTO MEMBERS PANEL SCH. --1 BELOW FLOOR SHEATHING. TYP. U.N.O. 11. NAILING PATTERN AT PANEL JOINT (FOR 2" AND 3" NAIL SPACINGS) OWN IF REQ'D LR. VARIES SEE MFGR 4x MIN. U.N. O. 1 J14 -AT 2X4 STUDS NOTE: 2 J14" AT 2X6 STUDS WHERE E.N. TO HOLDOWN POST REQ'D 2x OR 9" REQ'D SHOWN PLYWOOD NOT - 2-2x TRIM TYP HOLDOWN, SEE FOR CLARITY PLAN FOR TYPE AND LOCATION CONCI CURB SDS SILL FT- SCREWS PLATE FF SILL L-BOLT J HOLDOWN J ANCHOR "Q) SEE PLAN CITY OF SANTA ANA PI nning and Building Agenc Approved FOR PERMIT ISSUANCE Mat ter Da e: VAR/ES SEE MFGR I--- 4x MIN. U. N. 0. 9„ TYP HOLDOWN, SEE PLAN FOR TYPE AND LOCATION SILL PLATE /-SILL BOLT HOLDOWN ANCHOR SEE PLAN SEE NOTE #J 6" MIN SEE NOTE #3 6" MIN EXTERIOR WALL INTERIOR WALL AT CONCRETE CURB HOLDOWN AND EMBEDMENT SCHEDULE (MIN. 2500 PSI CONCRETE) MODEL NO MIMIMUM POST SIZE ANCHOR BOLT SIZE MIN EMBED . le ANCHOR* TYPE 759xCAPAC/TY (lbs.) CORNER END HDU2-SDS2.5 2-2x4 OR 4x4 5/8" 21 " SSTB24 2306 2306 HDU4-SDS2.5 4x4 5/8" 18" SB5/8X24 3424 3424 HDU5-SDS2.5 4x4 5/8" 18" SB5/8X24 4234 4234 HDU8-SDS2.5 4x4 7/8" 25" SSTB28 5228 ** HDU8-SDS2.5 HDQ8-SDS2.5 6x6 4x6 7/8" 7/8" 18" 24 7/8" SB7/8X24 SSTB28 5903 6923 ** ** * MA I LNIAL UI- JJ I b & bb IJ AJ I M F 1 554 UNAUL,)U Ft-N IU ; tJK-Lb 1 1 ** NOT APPLICABLE FOR HOLDOWN LOCATION @ END. NOTES: 1. BOLT HOLD DOWN TO POST PER MFGR, PROVIDE STANDARD CUT WASHERS ON OPPOSITE SIDE OF POST FROM HOLD DOWN. POST MAY BE COUNTER SUNK A MAXIMUM OF 1 /2 INCH TO RECESS BOLT AND WASHER. 2. TO PROPERLY LOCATE HOLDOWN ANCHOR BOLTS, CONTRACTOR TO CHECK STRUCTURAL AND ARCHITECTURAL DRAWINGS, FOR OPENINGS ETC. BEFORE PLACING BOLTS. SIMPS 3. DEEPEN FOOTING AREA AS REQUIRED AT HOLDOWN ANCHORS TO INSURE PROPER EMBEDMENT. No SCALE 4. FOR SPECIAL HD LOCATIONS SEE FOUNDATION PLAN. 5. THE EMBEDMENT DEPTH, le, IS MEASURED FROM THE COLD JOINT FOR TWO POUR CONDITION. INTERIOR WALL #3 AHJ STAMP APPROVAL f C IEC ENGINEERING, RING_ INa CONSULTING ENGINEERS STRUCTURAL DESIGN 1822 E Route 66, Suite 328 Glendora, CA 91740 Office: (818) 814-8268 Email: ifcengineeringca@gmail.com THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES INCONSISTENCIES. CHECK WITH ARCHITECT FOR ACTUAL DIMENSIONS. THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM IFC ENGINEERING. �oQ�oFEssioNgl Q> Flo. C69393 W Ex 06/30/2026� v or 9T CIVIC Coot) Stamp: Residential Project for: PRIVATE RESIDENCE 1519 PARK DRIVE SANTA ANA, CA 92707 Project: STRUCTURAL NOTES & DETAILS Drawing Title: PLAN CHECK Revisions: Date Date: 11-22-2025 Scale: 1 /4" = V-0" Drawn By: IFC Job Number: 1102015A SD2 IL Q W I 0; SIMP. MST 37 NEW TOP PLATE @ SPLICE (U.N.O.) _ _ _ _ I O *0. O . . . . .—O .O— -.O ---- r------ ---- I II EX. TOP 6d PLATE O.C. I I 1 I II II II II I II DOUBLE TOP PLATE CONNECTION NO SCALE 4x RIDGE - PER PLAN ROOF SHTC.—\ PLAN SHEAR WALL — SAME AS BEL SIMP. MST 37 @ SPLICE (U.N.O.) BM. SEE PLAN 4x 14 BEAM o 0 0 ° _° F/LL W/ 4x e o I 0 10 BM. SEE PLAN 4x 10 BEAM SIMP. 'CC' OR. ---- 'CCQ' COL. CAP --_- POST PER PLAN U17 BEAM TO POST CONN. 1 NO SCALE J3 �BM.. SEE PLAN SIMP. LSTA24 STRAP © J2" 0. C. ,--ROOF- SHTG. PLAN 2x STUD WALL (TYP.) �2x OR Jx BASE PLT. W/ FASTENER PER SHEAR PANEL SCH. 2x OR Jx BLKG. PER SHEAR CLG. JST. PANEL SCH. PER PLAN SHEAR WALL -►� SIMP. A35 PER PER PLAN SHEAR PANEL SCH. SHEAR TRANSFER AT ROOF 70(4 INTERIOR WALL AT RIDGE 0 SCALE SIMP. A34 OR LTP4 4x MIN. POST, MATCH WIDTH OF BM. ABV. *EA. SIDE @ 4x SOLID BLKG. OPPOSITE CORNER SIMP. A35 UNDER POST a a a� 14 ° p _ .° ' BEAM AND POST CONNECTIO e POST AT PART OF WALL 0 SCALE aiiwr. w.� nruvvcr (U. N. 0.) CEILING BEAM & CEILING JS .1 5 CONNECTION NO SCALE CONT. STRAP & 4x BLKG. CONT STRAP & 4x BLKG CONT STRAP & 4x BLKG. CONT DBL. 0 TOP & BOT. FOR 24 BTWN. OPENINGS WHEN © TOP & HOT FOR 48" TOP PLT. MIN. BEYOND OPENING OR A GAP IS LESS THAN HDR. PER MIN. BEYOND OPENING OR TO THE END OF THE WALL 4'-0" PLAN TO THE END OF THE WALL ' 24 " MIN. 24 " MIN. /' 24, MIN. ' TYP. TYP. ' TYPE ' OR6NING ' OPMING OPENING NOTES 1. CONTINUOUS STRAPS TO BE SIMPSON 'CS 16' (U. NO.). 2. PROVIDE PANEL EDGE NAILINGS TO ALL FRAMING MEMBERS AROUND OPENINGS AND 4x CONTINUOUS SLOCKINGS. 4'-0" WIDE OR LESS TYPICAL OPENINGS IN 4'-0" WIDE OR GREATER 16 DRAG STRAP (MST NO SCALE SIMP. A35 (TYP.) \ DBL. JST. / \ @ OPENING / \ DBL. JST. \ / @ OPENING DBL. JST. \ / @ OPENING / 3-SPACE \ / MAX. SIMP. A35 (TYP.) OPENING AT ROOF/ CLG. NO SCALE BEAM TO POST CONN. NO SCALE 10 ROOF SHTG. RIDGE BM. PER PLAN —' 0• SMR._'CC' OR \'7 'CCO' COL. CAP *EA. SIDE @ 4x K.P. OPPOSITE CORNER PER PLAN *SIMP. A35 7 DBL. TOP 4� PLT. SIMP. A34 • •0 0. '_HDR. PER SIMP. 'EPC' PLAN Al rl I fl A M —"--L-J— RIDGE BEAM TO HEADER RAFTER JST. SEE PLAN RpOF SyT- 0. CLG. JST. SEE PLAN 2x BLKG. @ 8' O.C. LAP & SPIKE W/ 6-16d (U.N.O.) SIMP. 'A35' @ 16" O.C. MIN. OR (SEE SHEAR PANEL SCH.) B.N. 2x BEVEL BLK'G. E.N. SEE ARCH ;--3 PLAN FOR DET. —SHEAR WALL SEE PLAN (WHERE OCCURS) 51MN. HZ.SA @ 32" O.C. @ RAFTER SHEAR TRANSFER AT ROOF NO SCALE E. N. B. N. E.N. 2x BARGE _ RAFTER _ 2x4 BRACING @ 48" 0. C. W/ (3) 10d @ EA. END E. N. 2x4 FLA T ROOF SHTG. LOOK -OUT @ 48 " 0. C. TO 2nd R. R. Vi RAFTER PER PLAN 2x BLKG. 9 48" O.C. • SIMP. A35' @ 16" 0. C. MIN. OR PER SHEAR PANEL SCH. SHEAR WALL L-2x BLKG. CLG. " PER JST. PLAN PER PLAN @ 48 O. C. GABLE END SCALE SUPPORT THE RAFTER NO SCALE ''SIMP. 'HU' HANGER - W/ SLOPED SEAT OPT. B•N. SIMP. LSTA24 STRAP @ 32" O.C. RAFTER JST. SEE PLAN *SIMP. 'LSSU' -P`—RIDGE BM. *EITHER HANGER HANGER PER PLAN CAN BE USED (U.N.O.) COND. B SHEAR TRANSFER AT ROOF SHEAR WALL - 2x OR 3x P.T.D.F. SEE PLAN SILL PLT. W/ A.B. & (WHERE OCCURS) PLT. WASHER PER SHEAR PANEL SCH. CITY OF SANTA ANA PI nning and Building Agenc E. N. Approved ONC. SLAB WEEP SCREED PER P N "V. F GRADE &" I R PERMIT ISSUANCE 62 ABV. CONC.LZ NAT. GRADE 00 r7-I �-,.1_11r-p_ a COLD' JOINT _Master ID: A ° (WHERE OCCUR e: Tri 2) #4 BAIR -q- > C14 @ TOP & BOT. a oa AHJ STAMP APPROVAL #4 FOOTING DOWELS @ 32" O.C. 24" SEE PLAN 4" 24"[ EXTERIOR FOOTING — SLAB NO SCALE SHEAR WALL - SEE PLAN e ee ve e e e ee 2x OR 3x P.T. 0 SILL PER SHEAR WALL SCH. HD: LARR 25528 HDU: LARR 25720 4x POST MIN. IMP. 'HD' OR 'HDU' SEE PLAN FOR SIZE AND LOCATION ONC. SLAB PER PLAN a ° 8 a.. 77n a 'IMP. 'SSTB' l i l a s III- MANUFACTURE'S ° INSTRUCTIONS 2-#4 TOP & BOT. EXTEND a CONC. FTG. 36" PAST HID oa PER PLAN 41 DEEPEN FTG. AS 3" C__ COVER REQ'D FOR SIMP. 'SSTB' A.B. 3" CLR. HOLDOWN AT EXTERIOR -fn2 2 FOOTING SHEAR WALL SEE PLAN (WHERE OCCURS) 2x OR 3x PRE. TRE. SILL PLT. W/ A.B. & PLT. WASHER PER SHEAR PANEL SCH. OTHERWISE, USE 5/8" 0 A.B. @ 48" O.C. ONC. SLAB ER PLAN CP a ° a.- i1 I I I - COLD JOINT z (WHERE OCCURS) ° 2) #4 BAR N @ TOP & BOT. I a I I ° I I 4, #4 FOOTING DOWELS @ 32" O.C. 24" SEE PLAN 4" 24"� Imo_ PAD FTG. UNDER POST IF RE INTERIOR FOOTING — SLAB NO SCALE *SATURATE THE SOIL 18" DEEP BEFORE PLACING THE CONCRETE SLAB. a 2-4 . 0— °. 4" THK. CONC. SLAB W/ #4 @ 16" O.C. EA. WAY @ TH E SLAB MID -HEIGHT -10 MIL OR THICKER VIS-QUEEN VAPOR BARRIER IN DIRECT CONTACT WITH CONIC. SLAB ABOVE (OVERLAP 9" AT SEAMS) - 4" THK. LAYER OF 1 /2"� OR LARGER CLEAN AGGREGATE CONCRETE SLAB ON GRADE fc IECENGIN ENGINEERING, INa CONSULTING ENGINEERS STRUCTURAL DESIGN 1822 E Route 66, Suite 328 Glendora, CA 91740 Office: (818) 814-8268 Email: ifcengineeringca@gmail.com THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES INCONSISTENCIES. CHECK WITH ARCHITECT FOR ACTUAL DIMENSIONS. THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM IFC ENGINEERING. QROF Ess MioNq ��C. Wpy� l l Q> Flo. C69393 W Ex 06/30/2026� v \or CL� Stamp: Residential Project for: PRIVATE RESIDENCE 1519 PARK DRIVE SANTA ANA, CA 92707 Project: STRUCTURAL NOTES & DETAILS Drawing Title: PLAN CHECK Revisions: Date Date: 11-22-2025 Drawn By: IFC Job Number: 1102015A SD3 SHEARWALL NO SCALE CONNECTION NO SCALE (RIDGE NO SCALE NO SCALE [CGBC 4.505.2] SIMP. 'E" COL. CAI BEAM AND POST CONN. to NO SCALE 2x STUD 9 16 " 0. C. N ROOF SHTG. ROOF RAFTER PER PLAN LSIMP. 'L US' HANGER 2x MIN. LEDGER W/ 1/41� SDS SCREW ® EA. STUD (2 " MIN. PENETRATION) LEDGER AT STUD WALL NO SCALE RAFTER JST. SEE PLAN ROOF \h'TG SIMP. 'A35' @ 16" O.C. MIN. (U.N.O.) B.N. 2x BEVEL BLK'G. SEE ARCH ;--3 PLAN FOR DEf. BEAM PER PLAN SIMP. "H2.5A'L--j @ 16" O.C. @ RAFTER SHEAR TRANSFER AT ROOF NO SCALE 12 2x OR 3x P.T.D.F. ESR#• 4844 SILL PAT. A.B. & PLT. WASHER PER SHEAR PANEL SCH. SHEAR WALL > PER PLAN EX. SILL PL T. #4 DOWELS © 32" 0. C. ® TOP & 80T W/ S/MP. SET-3G 18 " MIN. EX. CONC. _ .SLAB - - - - - -- - - - - a ------- C G .d• ..d . ' earl I a III d �9. a �,� _ .� 1I- a 0 4 a EX. CONC. #4 DOWELS @ 32" O.C. & BEND 24" 12" FTG W1 2-#4 FTG' 4 OP & BOT. MIN. INTO SLAB FOOTING CONNECTION (� 11 NO SCALE 12 �� � * SET-3G: ESR-4057 DOWELS TO MATCH FOOTING REINF. *MIN. (2) #4 DOWELS CONC. SLAB @ TOP & BOT. AND PER PLAN EXTENDED 4 1 /2" MIN. INTO (E) FTG. W/ SIMP. 'SET-3G' EPDXY 24" MIN. (E) CONC. LAP SLAB d d d a CLEANdCONTACT SURFACES W/ WIREBRUSH L— ---- d Q 71 (E) CONC. CONT. FTG. FTG. SLAB FOOTING CONNECTION ry NO SCALE r 2x OR 3x PRE. TRE. SHEAR WALL SILL PLT. W/ A.B. & SEE PLAN (WHERE OCCURS) PLT. WASHER PER SHEAR PANEL SCH. E.N. WEEP SCREED MIN. 2" ABV. ONC. SLAB CONC. PER PLAN rXTERIOR ONC. SLAB d d � a a III a III- JOINT - —I Z _ 6„ d _ (WHECOLD a. RE OCCURS) d MIN_--=- 2) #4 BAR - =------- cv - @ TOP & BOT. I a I I I d I I I #4 DOWELS @ 32" O.C. & BEND 24" SEE PLAN 4" MIN. INTO SLAB L- PAD FTG. UNDER POST IF RF EXTERIOR FOOTING - SLAB Q NO SCALE U ONC. SLAB PER PLAN d 4 NAT. GRADE ----- -T nT_ r_ I�I _---------- a� III COLD JOINT Z ° (WHERE OCCURS) d d 2) #4 BAR N @ TOP & BOT. a d. a A #4 DOWELS @ 32" O.C. & BEND 24" SEE PLAN 4" MIN. INTO SLAB EXTERIOR FOOTING - SLAB NO SCALE SIMP. 'E---' COL. CAI SIMP. 'L TS 16' (BOTH SIDES) BEAM AND POST CONN. NO SCALE SIMP. 'E---p COL. CAI BEAM AND POST CONN. NO SCALE SEE PLAN ROOF SHTG. B.N. SEE I \ \\/ 2x R.R. SEE PLAN SEE PLAN LAN SEE PLAN SEE CALIFORNIA VALLEY NO SCALE E. N. B. IV. E.N. 2x BARGE RAFTER ROOF SHTG. B. N. _ RAFTER PER PLAN 2x BLKG.-j 9 48" O.C. SHEAR WALL PER PLAN BM. PER PLAN CITY OF SANTA ANA_ PI nning and Building Agenc Approved a�� R PERMIT ISSUANCE Master ID: 2x MIN. CON . nn LEDGER W/ - L�ja e : TO EA. RAFTE 2x R.R. SEE PLAN AHJ STAMP APPROVAL C fE IFC ENGINEERING, RING_ INa CONSULTING ENGINEERS STRUCTURAL DESIGN 1822 E Route 66, Suite 328 Glendora, CA 91740 Office: (818) 814-8268 Email: ifcengineeringca@gmail.com 2x4 FLAT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING ROOF SHTG. LOOK -OUT CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ �� 48 C. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY (9 0. DISCREPANCIES INCONSISTENCIES. CHECK WITH TO 2nd R. R. ARCHITECT FOR ACTUAL DIMENSIONS. THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO \ OTHERS WITHOUT WRITTEN PERMISSION FROM IFC ENGINEERING. RAFTER PER PLAN \\\-:2x BLKG. (9 48" O. C. — SIMP. ;435' @ 16 " 0. C. MIN. OR PER SHEAR PANEL SCH. SIMP. "H2.5A" @ 16" O.C. -2x CONT BLKG. W/ 2Od ® 6" 0. C. 3x BASE PLT. TENER PER PANEL SCHH, �-2x BLKG. \-- CL G. JST. © 48 " 0. C. PER PLAN SHEAR TRANSFER AT ROOF CC2 INTERIOR SHEARWALL NO SCALE ROOF SHTG. B. N. RAFTER ' PER PLAN SHEAR WALL 2x BLKG. SAME AS BELOW E. N. C? 48 O.C. 2x OR 3x BASE PL T. W/ FASTENER PER (E) ROOF SHEAR PANEL SCH. 0. C. MIN. OR PER \ SHEAR PANEL SCH E- N (2) 2-16d x 0 8 " 0. C. CL G. JST. E N. PER PLAN 2x BLKG. I 2x OR 3x (948 " 0. C. I PER SHEAR PANEL SCH. SHEAR WALL- 0 PER PLAN 1- SHEAR TRANSFER AT OOF _o 3 INTERIOR SHEARWALL NO SCALE QROF ESS/ Flo. C69393 W Ex 06/30/2026� V 9T CIVI\. or ��Q \CAL\l Stamp: Residential Project for: PRIVATE RESIDENCE 1519 PARK DRIVE SANTA ANA, CA 92707 Project: STRUCTURAL NOTES & DETAILS Drawing Title: PLAN CHECK PCC1 02-08-2026 /2`PCC2 03-08-2026 Revisions: Date Date: 11-22-2025 Scale: 1 /4" = V-0" Drawn By: IFC Job Number: 1102015A SD4 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 GENERAL INFORMATION 01 Project Name Detached ADU 02 Run Title Title 24 Analysis 03 Project Location 1519 Park Drive 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92707 07 Software Version EnergyPro 9.4 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 3 14 Addition Cond. Floor Area (ft2)959 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)0.01 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)959.01 19 Glazing Percentage (%)12.50% 20 ADU Bedroom Count 3 21 ADU Conditioned Floor Area 959 22 Fuel Type All electric 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 0.01 959 959.01 0 3 3 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 0.01 959 959.01 0 3 3 Detached 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 0.31 0 7.53 0 -7.22 Space Cooling 0 24.65 0 21.66 0 2.99 IAQ Ventilation 0 5 0 5 0 0 Water Heating 0 23.29 0 16.97 0 6.32 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 53.25 0 51.16 0 2.09 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 8.18 0 8.18 Appl. & Cooking 0 52.06 0 51.62 Plug Loads 0 58.13 0 58.13 Outdoor Lighting 0 1.76 0 1.76 TOTAL COMPLIANCE 0 173.38 0 170.85 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 20.82 20.13 0.69 3.31 Net EUI2 20.82 20.13 0.69 3.31 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. •Cool roof •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed •One or more heat pump water heaters have been modeled as demand response compatible HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Verified EER/EER2 •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified HSPF •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned HVAC1 959 9 DHW Sys 1 New 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status North Wall ADU Wall 0 Right 248 2 90 none New East Wall ADU Wall 90 Front 232 77.9 90 none New South Wall ADU Wall 180 Left 248 0 90 none New West Wall ADU Wall 270 Back 232 40 90 none New Roof ADU R-30 Roof Attic n/a n/a 959 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 0 0.28 0.75 Yes Yes 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 North Windows Window North Wall Right 0 1 2 0.3 NFRC 0.21 NFRC Bug Screen East Windows Window East Wall Front 90 1 20 0.3 NFRC 0.21 NFRC Bug Screen East Windows 2 Window East Wall Front 90 1 18 0.3 NFRC 0.21 NFRC Bug Screen East Windows 3 Window East Wall Front 90 1 20 0.3 NFRC 0.21 NFRC Bug Screen East Door Window East Wall Front 90 1 19.9 0.3 NFRC 0.21 NFRC Bug Screen West Windows Window West Wall Back 270 1 20 0.3 NFRC 0.21 NFRC Bug Screen 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 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 West Windows 2 Window West Wall Back 270 1 20 0.3 NFRC 0.21 NFRC Bug Screen 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 959 123 none 0 100%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 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 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.033 Over Ceiling Joists: R-11.2 insul. Cavity / Frame: R-18.9 / 2x8 Inside Finish: Gypsum Board 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 50 Rheem ECEPH50 T2 RH400-SO (50 gal)Outside ADU ADU 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 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 VCHP-ductless 1 HSPF 10 18000 14000 EERSEER 18 13 Zonally Controlled Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Required Required Yes Yes Yes Yes VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 59 0.35 Exhaust No n/a / n/a No Yes 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Detached ADU Calculation Date/Time:2026-02-09T13:37:35-08:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:21297- 1519 Park Drive.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: 2026-02-09   13:37:55 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:   Atousa Yazdanfar Energy Compliance Services 02/09/2026 5702 Hersholt Avenue RCN14876 Lakewood, CA 90712 562-522-4258 Atousa Yazdanfar Energy Compliance Services 02/09/2026 5702 Hersholt Avenue Lakewood, CA 90712 562-522-4258 426-P010040084A-000-000-0000000-0000 02/09/2026 13:38 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.