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HomeMy WebLinkAboutHOLD-1232 S Sycamore Unit #2 - PlanCITY OF SANTA ANA Planning and Building Agency ' Q TRACT TRAC f3 O NyO W 3 O] to n N 19 O I 42is OI 2fl 7T Orr E O rs OFVOALf CO1fA4T r9151 39 p �I — 41 .�39 ?6 648 23 +0 �.. 1p !s 2+ z' n NO.' zs of TRACT t!. 1+• O! l ,! 1232 S SYCAMORE ST UNIT if 2 "SANTA ANA 92707 .,�:. M1. • o3f • .� s wr crAsrcrrr 0 1Y RP►pIOfCFp. O i'01/9(Wf M O.AMi CrApyly AfffffQ 1pbr 14 APfJ,� 013 > AUSSELL I I SWE7 (D Jw z4 - w� O �, !7 16 O �SUEJkT LOT © _o (T - 154 O " TRACT ,+ 1J O 1f t5 f, Q to sc rs O 1' 16 0 p 0 -oil ® t5 r� Q 152 zo ?s r O 21 ,� rc O 22 e . 921 NO. 45 10 zi rz 2' a 12 '3 25 M1LSNIR£ 'j I 16 TRACT iNfO. 352 M.N. 15-15.T6 TRACT NO. 458 L.M. f6-37 AARCN 1948 TRACT NO. 579 Y. M. 18-49 TRACT NO. 64B Y.M. 20-14 TRACT NO. 92 f Y. N. 2C-45 Main -McFadden ;s stop McFadden -Sycamore Bus stop McFadden -Main Bus stop McFadden -Birch Bus stop Main -McFadden Bus station dS Main -Edinger Bus stop A I ^-r r7 . 0 0 25 10 a W. 579 AVEW NOTE - ASSESSOR'S BLOCK A ASSESSOR'S NAP PARCEL MJW.QS 8000 013 PAGE 15 S"001 1N CIRCLES COUNT v OF OPANCf 9 ASSESSORS MAP W11111110— Main-nnr Farlrion _ Q C�O ain-McFadden O McFadden -Orange c =1 Direction„ 0 Directions -sia Del Buen Pastor o o, Directions rn 0 + Directions O Directions Directions ATTACHMENT A BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES* Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection Requirements for All Development Construction Projects/Certification Statement The following is intended minimum notes or as an attachment for construction and grading plans and represent the minimum standards of good housekeeping which must be implemented on all construction sites regardless of size.(applies to all permits) • Eroded sediments and other pollutans must be retained on site and may not be transported from the site via sheetflow,swales,area drains,natural drainage courses or wind. 0 • Stockpiles of earth and other construction related materials must be protected from being • r✓ Q McFadden -orange B 1 min (0.3 mile) a' n a, d w d f o` a U W Russell Ave W Russell Ave i 3 N 4 1232 S Sycamore St E oxford St E Oxford St EI Borrego > ® Sagradb Barbacoa < a I rde>icar • SS U O W Wilshire Ave WALKING DISTANCE TO NEAREST BUS STOP IS 0.3 OF MILE VICINITY MAP Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non -city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements.A MEP are subject to building field inspection. (\I nTP° ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND/OR FIELD C❑NDITI❑NED MUST BE BROUGHT TO THE ATTENTI❑N OF THE ARCHITECT OR ENGINEER OF RECORD PRI❑R TO SUBMITTAL OF BID AND C❑NSTRUCTI❑N, ANY DISCREPANCIES BETWEEN DRAWINGS THAT RESULT IN ADDITI❑NAL COST AFTER THE BID SHALL BE THE RESP❑NSIBILTTY OF THE GENERAL CONTRACTOR, IT IS THE RESP❑NSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW DRAWINGS CAREFULLY DURING THE BID PROCESS. D❑ NOT PROCEED, WITH ANY WORK UNTIL DISCREPANCY OR ANY ❑UTSTANDING ITEMS AND/OR QUESTI❑NS ARE RESOLVED. transported from the site by the forces of wind or water. • Fuels,oils,solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather.spills must be cleaned up immediately and disposed of in a proper manner.spills may not be washed into the drainage system. • Non -storm water runoff from equipment and vehicle washing and any other activity shall be contained at the project site. • Excess or waste concrete may not be washed into the public way or any other drainage system Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. • Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind. • Sediments and other materials may not be tracked from the site by vehicle traffic.The construction entrance roadways mus be stabilzed so as to inhibit sediments from being deposited into the public way.Accidental depositions must be swept up immediately and may not be washed down by rain or others means. • Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water. ❑ Other: As the project owner or authorized agent of the owner, I have read and understand the requirements listed above,necessary to control storm water pollution from sediments,erosion, and construction materials, and I certify that I will comply these requirements. Print Name EDGAR RIOS (Owns or authorized agent of the owner) Signature �_ 8 31 2024 Date: (Owner orized agent of the owner) The above Best Management Practices are detailed in the California Storm Water Best Management Practices Handbook March 1993 CONSULTANTS BUILDING DESIGNER EDGAR RIOS P.O BOX 146 DOWNEY, CA 90241 (562) 320-2293 email redrafting@prodigy.net SCOPE OF WORK: 1 —LEGALIZE CONVERTED GARAGE TO ADU TO INCLUDE KITCHEN, BATHROOM,CLOSET. TOTAL AREA OF 430 SF ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) 2022 CALIFORNIA ENERFY EFFICIENCY STANDARDS (CEES) CITY OF SANTA ANA MC CODES PROPERTY NFORMAT ON PROPERTY OWNER: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST SANTA ANA CA., 92707 DESCRIPTION OF USE: S.F.D TYPE OF CONSTRUCTION: VB OCCUPANCY GROUP R3 FIRE SPRINKLER NO STORIES: ONE HEIGHT: 13'-1" ZONING: ___R-1 YEAR BUILT 1964/195 LEGAL DESCRIPTION Assessor's ID No: 013-153-26 Property Boundary Description N TRACT: 579 BLOCK LOT 25 EX ST NG BU LD NG CALCULATIONS EXISTING AREA CALCULATED IN SQ. FT FRONT UNIT S.F.D 782 REAR UNIT S.F.D 782 GARAGE 430 PROPOSED BU LD NG INFORMATION PROPOSED KriiT11:iW.11aET011:I106.11 12101 [/] 11110.1 /�11 LOT COVERAGE LOT SIZE TOTAL LOT COVERAGE- -1,994(6,250) _ LANDSCAPED AREA LANDSCAPE HARDSCAPE FAR AREA CALCULATED IN SQ. FT 430 AREA CALCULATED IN SQ. FT 6,250 31.90% AREA CALCULATED IN SQ. FT 617 3,639 DUPLEX ---------------------------- 1,564 GARAGE TO ADU-------------------- 430 TOTAL --- - - 1,994 SQ FT TOTAL FAR COVERAGE- -1,994(6,250) = 31.90% REV F RC DESIGNS Mas er IP�AFTING & CO. Date: P.0 BOX. 146 90241 ( 2) 2293 8/31/2024 _�t6GAR RIOS PROJECT BUILDING DESIGNER redrafting@prodigy.net SHEET INDEX T-1 TITLE SHEET A-1 PLOT PLAN A1.1 ROOF DRAINAGE PLAN A-2 EXISTING FLOOR PLAN A-3 PROPOSED FLOOR PLAN A-4 SOUTH/EAST ELEVATIONS A-5 WEST/NORTH ELEVATIONS A-6 CROSS SECTION A-7 EXHAUST FAN SHEET A-8 1 HR SEPARATION WALL A-9 GENERAL NOTES S-1 FRAMING PLAN S-2 FOUNDATION PLAN S-3 MATERIAL SPECS SD-1 STRUCTURAL DEATILS GRN-1= GREEN NOTES GRN-2= GREEN NOTES T-24 ENERGY COMPLIANCE T-24 ENERGY COMPLIANCE T-24 ENERGY COMPLIANCE These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: TITLE SHEET PROPOSED: GARAGE CONVERSION TO A.D.0 HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E R DATE 8-31 —24 JOB # RC2024119 T-1 CE ;TRACT Q f4 �+ 7T t (D f! 15 17 O rs 16 Tr O r 9t1 O Ois 9 O f p 9 Q �r153za O[1 2r O u r 26 r to ?3 2T f 24 r 12 2!z 2+ 13 A f 25 CITY OF SANTA ANA Planning and Building Agency REVI JIF xv Pli W %up ----50.00' LOT m m m m FOR PERMIT ISSUP& P 6' HIGH BLOCK WALL P L LOME] (E) OVERHEAD ' I POWER CABLES Mas e DESIGNS Dat • (N) A/C COMPRESSOR .� UNIT 230 VOLT 18,000 BTU DUAL ZONE MINI SPLIT DRAFTING CO. m P.0 BOX. 146 DOWNEY CA. o ; 90241 2293 (56 32Z8,31/2024 D i CD O (E) GA D - c� � GAR RIOS (E.. I D 1-STORY SFD `� 782 SF r r PROJECT BUILDING DESIGNER 1234 " W - P. L I (E) WATER HEATER (E) 3'-$" ELECTRIC (E) GARAGE 430 SF/ / ; METERS These drawings and designs \ �TO BE CONVERTED/ / TO ADU / / o P O O are the property of RC Designs 8c Drafting Co. and can not be use by F— others,copied or make z 1232 UNIT "2" / O i reproduction of it, without the written consent of LLI — — — — — — — — — the authors/designers. BUTT G NOTE:• w Notify the designer for OWNER GENERAL/MECHANICAL/PLUMBING & ELECTRICAL WH1 TANKLESS A-7 W/H any discrepancy or modification. CONTRACTOR ARE RESPONSABLE TO LOCATE, SEWER, WATER,GAS, wLLI ELECTRICAL LINES TO MAKE ALL NECESSARY CONNECTIONS PER z UPC/CMC/CEC AND CITY MUNICIPAL CODES. PLEASE MAKE ALL L(E)NECESSARY 1-STORY S.F.D INSPECTIONS BEFORE BIDDING ON THIS PROJECT. Lij 782 SF (P) WATER 3,_$» _ HEATER p o SHEET TITLE: 21-0u 0 z PLAN LEDGEND LLI PLOT PLAN CONCRETE PAVEMENT a i.. .... > (E). ATE RE C BIN (E) BUILDING ,� GR L N BIN w N TR H BIN PROPOSED: PROPOSED BUILDING E LA )S ABEDAKA GARAGE W CONVERSION (E) - TO A. D . U E ( ) SIDE WALK W W W LANDSCAPE GRASS (E) DRIVE APPROACH WATER METER (E) 0 PARKWAY . NAME. PLOT PLAN HECTOR FLAMENCO (714) 615-7344 CD PROJECT ADDRESS: `"' 1232 S SYCAMORE ST UNIT "2" SCALE 1/8 11— 1'-oI' C C SYCAM O R E C SANTA ANA CA.92707 DRAWN BY: E R LL STREET L DATE 8 31-24 JOB # RC2024119 PRIOR REVISIONS A-1 JCE CITY OF SANTA ANA Planning and Building Agency REVI 50.00' LOT M M M M FOR P �(E) 6' HIGH BLOCK WALL P _ Lu oz w � ,: (E) OVERHEAD POWER CABLES �. . .. o z. � Masie N�. DESIGNS �z Dat • FriLd o P L DRAFTING CO. L P.0 BOX. 146 ,' rn C DOWN EY CA. rIN. 0 I 2% I _ � FENCE BUILDING 90241 s I MINI - ; z (56 320 2293 co D I I O 2% MIN 2% MIN r E. GA D I ° P 31/2024 I I I I \,� % ��\� �� �� GAR RIOS . I . I— / \ PROJECT . / \ BUILDING DESIGNER i 2% I DRAINAGE NOTES: oQ 3:12 3:12 PITC MINI i i o 1 —PROVISIONS SHALL BE MADE FOR CONTRIBUTORY P. f DRAINAGE AT ALL TIMES I L I I I LI 2—OWNER WILL MAINTAIN DRAINAGE DEVICES AND KEEP FREE OF DEBRIS. I 2% I' - 0 .— Ii 2% I MIN. I ROOF MIN I � % N U' 3—AN ENCROACHMENT PERMIT IS REQUIRED DORMER ICE uMIN. I"• O E FOR CONSTRUCTION AND/OR DISCHARGE OF DRAINAGE WITHIN PUBLIC ROAD RIGTH OF WAY. t I P F_ O SD-1 4—ALL CONCENTRATED DRAINAGE INCLUDING These drawings and designs are the property of II . I ROOF WATER SHALL BE CONDUCTED VIA GRAVITY RC Designs 8c Drafting Co. . o �.� �. I 2% TO THE STREET OR AN APPROVED LOCATION AT and can not be use by IN. I MIN. 2% MINIMUM RUN OFF. others,copied or make reproduction of it, without z I I STORM WATER — BMPs the written consent of LL I 2% the authors/designers. w I' MIN. Notify the designer for .<- I I 5) — STORM WATER PROVISIONS ARE REQUIRED TO BE SHOWN ON any discrepancy or - I 2% I NOTE. PLANS IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS OF modification. MIN.I Provide one -hour protection on EXCEPTION 14, SECTION 106.4.1 PI the underside of roof projection when projected into the 5-ft L I m A) — CONSTRUCTION PROJECTS: SMALL PROJECT SITES WITH LESS THAN -00 2 3:12 PIT i `-' of fire separation distance 2 ACRES OF DISTRIBUTED SOIL AND NOT LOCATED IN DESIGNATED PITCH M N A -No projection beyond 2-ft of the fire separation distance. HILLSIDE AREAS NOR IN ADJACENT TO AN ENVIRONMENTAL SENSITIVE AREAS - I C = No attic ventilation may occur at rated projections unless ICC SHALL IMPLEMENT THE "A" BEST MANAGEMENT PRACTICE (BMP) IDENTIFIED ON ATTACHMENT o. I IRJ9XMIN. RO F = approved fire rated ventilation specified ENTITLED "MINIMUM REQUIREMENT FOR CONSTRUCTION PROJECTS/CERTIFICATION STATEMENT". IN ADDITION, j� o ATTACHMENT "A" SHALL BE SIGNED BY THE OWNER OR AN AGENT OF THE I I I I OWNER. = I oo m L B)— PRIORITY PROJECTS: MEDIOUM CONSTRUCTION SITES OF TWO OR MORE AND SHEET TITLE: r� UP TO BUT NOT LESS THAN FIVE ACRES OF DISTRIBUTED SOIL SHALL . j PREPARE A LOCAL STORM WATER POLUTION PREVENTION PLAN (SWPPP) THE j I z o z I 2% PLANS SHALL SHOW ALL BMPs NECESSARY — — — MIN. TO CONTROL AND PREVENT DISCHARGE OF SEDIMENTS DRAINAGE PLAN AND OTHER POLUTANTS GENERATED BY THE CONSTRUCTION ACTIVITIES (E). ATE RE C BIN SPECIFIC TO EACH SITE. I W �N SEE ATTACHMENT "B" INCLUDED AS PART OF THE SWPPP, THE OWNER OR o GR BIN THE AUTHORIZED AGENT WOF THE OWNER MUST SIGN THE CERTIFICATION STATEMENT, ATTACHMENT "1 " o TR H BIN AND INCORPORATE ATTACHMENT "2" INTO SWPPP. ALL SEDIMENT AND POLLUTION PREVENTION PROPOSED: MESSURES IDENTIFIED �� ����� D ON THE PLANS SHALL BE IN PLACE AND MAINTAINED FOR THE DURATION OF THE PROJECT OR UNTIL GARAGE NO LONGER DEEMED NECESSARY BY THE RESPONSIBLE CITY/COUNTY CONVERSIONINSPECTOR. TO A. D . U (E) SIDE WALK (E) DRIVE APPROACH WATER METER (E) PARKWAY . NAME. HECTOR FLAMENCO (714) 615-7344 0 0 PROJECT ADDRESS: N 1232 S SYCAMORE ST UNIT "2" CC SYCAMORE C SANTA ANA CA.92707 DRAWN BY E R LJ_ STREET 11 _ 1 tt — _ SCALE 1/8 10 DATE 8-31 —24 JOB # RC2024119 PRIOR REVISIONS A 1.1- JCE CITY OF SANTA ANA Planning and Building Agency J�pgWWWXO 0 W �Wz�ouj-- z ZZOO ->> mm W O�� J z O No SIZE Q 00 Oco w 0 w� 46"X24" • • w2 38"X37" • • • • • w3 471PX49" • • • • • w4 46"X24" • • • ws 58"X34" • • • J >'Z 2 0�0 = W r Uz � �oo Z� z2O J W�ucl aO0 No SIZE �J�2Jm�2zOW6 Q 0 O ws 39"X37" • • •00 0 39"X37" • • • • • wa 471'X46" • • • ® • ws 3611X47" • • w10 59"X47" • • •00 —ina5wWWWV' 2 0Z zMO J a�v�D O t o � z WWv_� No SIZE � Q 00LU Jm�2 O CAW w11 46"X34" • • • w12 5911X47" • • • • • w13 39"X37" • • • • • w1a 47"X27" • • • w15 46"X25" • • W15 W14 owo�w2LU UJWO m OV0oOQOLr)���o m�OO� o Z 0OWWpwJUwWwW�Z _j�Ua°a>.W 3.WXZZ X KEY SIZE 000 CO = a w �- ��>LL I:-j v w D 1 36X80 • • • • • D 2 32X80 • • • • D 3 24X80 • • • • D 4 30X80 • • • • (E) FLOOR PLAN SCALE 1/4 it _ S REVI F PLANS Master ID: Dat :R.C. M DES GNS P.0 BOX. 146 DOWNEY CA. 90241 (56)) 32�0-2293 /\-�// 8/31 /2024 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. Wa and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: FLOOR PLAN PROPOSED: GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 CE DRAWN BY: E. R R DATE 8-31 —24 JOB # RC2024119 A-2 CITY OF SANTA ANA Planning and Building Agency I 113 � 100 1 OUNCES= J�pg 0 BUJ W WZLU U Z?OW >> 20 J mg W I��Uo�w�cr� O�� J Cal z No SIZE Q 'o w 0 w1 46"X241' • • • w2 38"X37" • • • • • w3 471PX49" • • • • • w4 46"X24" • • • w5 5811X3411 • 101 JZ0�UJLuWWVr >--O �Z z20 J W a0Wzi5WW_cn z�o� No SIZE �J��2Jm�2zW Q LU O O o ws 3911X37" • • • 0 3911X37" • • • • • wa 4711X461' • • • ® • ws 3611X47" • • w10 59"X47" • • •00 Jn05WW�W0 }- 2 Zoo WZ z2oulW O to J Zoo- Z No SIZE �J��UJm Q °c O OW w11 4611X3411 • • w12 5911X47" • • • • • w13 391'X37" • • • • • w1a 47'X271' • • • w15 46"X25" • •00 o �0 oz NOfVWRW0 J a�Uo_�W�u� z No SIZE > a 'O W I ca O O X W o� w1s 3011X3011 • • • • • • w1� 48"X48" • • • • • w1s 4811X48" • 10010 •• • • • NOTE: SMOKE ALARM: A —shall be interconnected hard wired with battery backup. B—Battery smoke alarm permited in existing buildings where no construction is taking place. C—For building with fuel —burning appliances and or attached garages, provide an approved carbon monoxide alarm at; outside of each separate sleeping area in the immediate vicinity of the bedrooms, on every level of a dwelling unit including basement. CARBON MONOXIDE ALARMS A —shall be interconnected hardwire with battery backup" B—battery carbon monoxide alarm is permited in existing dwelling units where no construciton is taking place. DOOR SCHEDUL! 0 o�OCnu.l 000Lr) WW �00 OQ � m C� 000 WWpwJUwLJ,, C1 W m0OO� tY 0 Z ��UaOo>.W 90111— CQXzz z X KEY SIZE OOO CO = a W _ O�5°_ co L_w 0 � D 1 36X80 • • • • • D 2 32X80 • • • • D 3 24X80 • • • • CI) 30X80 • • • • D 5 30X80 • • • • D 6 36X80 • • • • • D 7 32X80 • • • • • EXHAUST FAN NOTE: 1-FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING 2-UNLESS FUNCIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. 3-HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVELY HUMIDITY RANGE OF LESS OR EQUAL TO 50% TO MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. 4-A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (i,e, built-in) FLOOR PIAN KEY NOTE� 1 ❑ Provide a min. of 36 x36 concrete landing @ exit door. 2❑ 30" kitchen sink w/garbage disposal 3❑ Space Countertop granite or formica ® Closet to be provided with a minimum single pole and top shelf Tub/shower castiron or fiberglass with min. of 72, high nonabsorbent walls. Access panel (121h(1211) required for trap slip -joint D Access panel (12"x12") required for trap slip —joint ® Pedestal sink or vanity with sink DMedicene cabinet with mirror recessed or wall mounted 10 Water closet centered 30" min. with clears ace water saver type) 11 Toilet paper holder —provide blocking as required.Except where cabinet mounted. 12 24x30 attic access Outdoor lighting ( see note below) 13 OUTDOOR LIGHTING ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY OR SHALL HE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY A MOTION SENSOR WITH INTEGRAL PHOTO CONTROL— PER SECTION 1 50.0(K)9. ELECTRICAL SYMBOLS CEILING LIGHT WALL RECEPTACLE (TAMPER PROOF) 0 WALL RECEPTACLE W/ TAMPER A.F PROOF AND ARC FAULT INTERRUPTOR SINGLE SWITCH TD DIMMER SWITCH TV VACANCY SWITH O RECESSED LED LIGHT 0 OULET GROUND FAULT CIRCUIT GFCI INTERRUPTER (TAMPER PROOF) so SMOKE DETECTOR 110 V WITH BATTERY BACK UP ® CARBON MONOXIDE 110 V WITH BATTERY BACK UP BUILDING NOTE: GENERAL OWNER/CONTRACTOR /PLUMBING CONTRACTOR IS RESPONSABLE TO LOCATE, SEWER AND POTABLE WATER LINES TO MAKE ALL NECESSARY CONNECTIONS PER UPC AND CITY MUNICIPAL CODES. THIS APPLY TO THE ELECTRICAL CONTRACTOR. PLEASE MAKE ALL NECESSARY INSPECTIONS BEFORE BIDDING ON THIS PROJECT. BUILDING NOTE: 1—WHEN EXISTING GARAGE DOOR IS INFILLED, AND 8 INCH CURB DETAIL' IS TO BE PROVIDED AND VERIFICATION THAT THERE IS EITHER AN EXISTING FOUNDATION OR A NEW FOUNDATION HAS BEEN INSTALLED UNDER EXISTING OPENING. BUIMING NOTE: 2—PROVIDE 1—HOUR OCCUPANCY SEPARATION WALL TO COMPLY WITH CBC 2019, TABLE 508.4 WALL SEPARATION DWEELLING UNITS WITHIN THE SAME BUILDING REQUIRE A SOUND TRANSMISSION CONTROL RATING'S \ (STC) OF NOT LESS THAN STC-50 PER CBC 2019, SEC. 1206.1 \ THROUGH 1206.5. I I 3—CODE NOTE: R311.3.1 LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 1-1 /2 INCHES (38MM) LOWER/ THAN THE TOP OF THE TRESHOLD. I -suit conductor installed with OULET GROUND FAULT CIRCUIT e furnace 0 INTERRUPTER WEATHER PROOF r labeld 240v ready GFCI KIP ® EXHAUST FAN W/ MIN. 70 CFM 1-The fan shall be energy start compliant 2-The fan shall be ducted to to the outside of the building. 3-The fan must be controlled by a humidity control. EXTERIOR LIGHT (FLUORESCENT) WITH MOTION SENSOR TYPE 20'-4" 34'- 10'-2" 700, -7 7VH1 D P 1 /2" DROP TRESHOLD TANKLESS D6X36 MIN. DOOF—LANDING W.P% ' ,(VO O do D2 cl� ® RANGE HOODA-7 17 I W/ 8" DIAM. RIDGED ® ua DUCT VENTED TO THE K I C H E N OUTSIDE AND WITH A MIN. ® OF 300 cFM 0�o 5 4, BATH OM BEDROOM 15 1e A-8 O S D Fwc3 _ CD HALLWAY �O (P) A U CD I > ® OSD O OSD � B LIVI N G�DINING A-8 LINEN BEDROOM FCI W18AF .P rCD CLOSET TEMPERED W11 2" DROP I ADU E H ( LD ENTRY 36X36 MIN. (E) PLANTER DOOR LANDING4 —0 10 2" 20'-4" 1 34'- 38'-8" �D N FLOOR PLAN WALL LEGEND P F N EW WALLS EXISTING WALLS L C 1 —Hr SEPARATION P WALL (SEE DETAIL) A-8 (E) WALL TO BE 1 Hr FIRE RATED AND 50 STC 7/8" STUCCO TO EXTERIOR AND 5/8" S TYPE "X" GYPSUM BOARD INSIDE wffi,110111110� VALUE, R0,3091HU1111111100 111", 1 MON-1 14 41, diam. ridged dryer duct vented to the outside, with damper. 15 Washer space w/ waste,hot&cold water w/ recessed valves 16 361, clr. refrig. space provided with cold water for ice makerw/recessed valve. 17 4-Burner stove provided with an exhaust hood vented to the outside. (100 dFM Min. and 6" Dia. Min. ridged duct) 01 REVI I 1LI 11 anivil I a mulWAN PLANS BY: Mas er ID: Dat :R.C. DESIGNS P.0 BOX. 146 DOWNEY CA. 90241 (56)) 32,0-2293 8/31 /2024 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. �I SHEET TITLE: N FLOOR PLAN PROPOSED: GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 I1GZ*11196E100 U 1ION ►`lI Of 1 LI11 1232 S SYCAMORE ST _1.011 11UNIT "2" SCALE 1/4111 �O SANTA ANA CA.92707 DRAWN BY: E. R R TED DATE 8-31 —24 JOB W RC2024119 A -3 CITY OF SANTA ANA Planning and Building Agency I 113 � 100 1 OUNCES= JDpg 0 BUJ W WZLU U Z?OW >> 20 J mg W a�Uo�w�cr� O�� J z No SIZE Q 'o O w 0 w1 46"X24" • • • w2 38"X37" • • • • • w3 471PX49" • • • • • w4 46"X24" • • • w5 5811X34" • 101 JZO�UJLuWWVr >--O �Z z20W W a0Wzi5WW_cA O cn z�0� zOW No SIZE �J�� Q 2Jm�2 LU O o ws 3911X37" • • • 0 3911X37" • • • • • wa 4711X46" • • • ® • ws 3611X47" • • w10 59"X47" • • •00 Jn05WW�W0 2 Zoo Ix WZ z2OJ W a�Uo�W2u— O to J Z�0— Z No SIZE �J���Jm�2 Q °cLU O OW w11 4611X34" • • w12 5911X47" • • • • • w13 391'X37" • • • • • w1a 47"X27" • • • w15 46"X25" • •00 J_> 2 ZO O 83o C m �W�OCZ Z20a —a JW HO SIZE O Wm�_z �0WUD O vWOOZ) W X'No o� w1s 3011X30" • • • • • • w1� 48"X48" • • • • • w1s 4811X48" • • • • • • • NOTE: SMOKE ALARM: A —shall be interconnected hard wired with battery backup. B—Battery smoke alarm permited in existing buildings where no construction is taking place. C—For building with fuel —burning appliances and or attached garages, provide an approved carbon monoxide alarm at; outside of each separate sleeping area in the immediate vicinity of the bedrooms, on every level of a dwelling unit including basement. CARBON MONOXIDE ALARMS A —shall be interconnected hardwire with battery backup" B—battery carbon monoxide alarm is permited in existing dwelling units where no construciton is taking place. DOOR SCHEDUL! 0 o�OCnu.l OOOO�w�00 WW OQ � m C� 000 WWpwJUwLJ,, C1 W m0OO� tY 0 Z ��UaOo>.W 90111— CQXzz z X KEY SIZE OOO CO = a W _ O�5°_ co L_w 0 � D 1 36X80 • • • • • D 2 32X80 • • • • D 3 24X80 • • • • CI) 30X80 • • • • D 5 30X80 • • • • D 6 36X80 • • • • • D 7 32X80 • • • • • EXHAUST FAN NOTE: 1-FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING 2-UNLESS FUNCIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. 3-HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVELY HUMIDITY RANGE OF LESS OR EQUAL TO 50% TO MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. 4-A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (i,e, built-in) FLOOR PIAN KEY NOTE� 1 ❑ Provide a min. of 36 x36 concrete landing @ exit door. 2❑ 30" kitchen sink w/garbage disposal 3❑ Space Countertop granite or formica ® Closet to be provided with a minimum single pole and top shelf Tub/shower castiron or fiberglass with min. of 72, high nonabsorbent walls. Access panel (121h(1211) required for trap slip -joint D Access panel (12"x12") required for trap slip —joint ® Pedestal sink or vanity with sink DMedicene cabinet with mirror recessed or wall mounted 10 Water closet centered 30" min. with clears ace water saver type) 11 Toilet paper holder —provide blocking as required.Except where cabinet mounted. 12 24x30 attic access Outdoor lighting ( see note below) 13 OUTDOOR LIGHTING ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY OR SHALL HE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY A MOTION SENSOR WITH INTEGRAL PHOTO CONTROL— PER SECTION 1 50.0(K)9. FOR PROPOSED ADU ONLY ELECTRICAL SYMBOLS CEILING LIGHT WALL RECEPTACLE (TAMPER PROOF) 0 WALL RECEPTACLE W/ TAMPER A.F PROOF AND ARC FAULT INTERRUPTOR SINGLE SWITCH TD DIMMER SWITCH TV VACANCY SWITH O RECESSED LED LIGHT 0 OULET GROUND FAULT CIRCUIT GFci INTERRUPTER (TAMPER PROOF) so SMOKE DETECTOR 110 V WITH BATTERY BACK UP ® CARBON MONOXIDE 110 V WITH BATTERY BACK UP (� OULET GROUND FAULT CIRCUIT cFci INTERRUPTER WEATHER PROOF KIP ® EXHAUST FAN W/ MIN. 70 CFM 1-The fan shall be energy start compliant 2-The fan shall be ducted to to the outside of the building. 3-The fan must be controlled by a humidity control. EXTERIOR LIGHT (FLUORESCENT) WITH MOTION SENSOR TYPE BUILDING NOTE: GENERAL OWNER/CONTRACTOR /PLUMBING CONTRACTOR IS RESPONSABLE TO LOCATE, SEWER AND POTABLE WATER LINES TO MAKE ALL NECESSARY CONNECTIONS PER UPC AND CITY MUNICIPAL CODES. THIS APPLY TO THE ELECTRICAL CONTRACTOR. PLEASE MAKE ALL NECESSARY INSPECTIONS BEFORE BIDDING ON THIS PROJECT. BUILDING NOTE: 1-WHEN EXISTING GARAGE DOOR IS INFILLED, AND 8 INCH CURB DETAIL' IS TO BE PROVIDED AND VERIFICATION THAT THERE IS EITHER AN EXISTING FOUNDATION OR A NEW FOUNDATION HAS BEEN INSTALLED UNDER EXISTING OPENING. BUIMING NOTE: 2-PROVIDE 1-HOUR OCCUPANCY SEPARATION WALL TO COMPLY WITH CBC 2019, TABLE 508.4 WALL SEPARATION DWEELLING UNITS WITHIN THE SAME BUILDING REQUIRE A SOUND TRANSMISSION CONTROL RATING'S \ (STC) OF NOT LESS THAN STC-50 PER CBC 2019, SEC. 1206.1 \ THROUGH 1206.5. I I 3—CODE NOTE: R311.3.1 LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 1-1 /2 INCHES (38MM) LOWER/ THAN THE TOP OF THE TRESHOLD. I wffi,1101111010501 TA0100-104MON 1111111110 MR MIN! 14 41, diam. ridged dryer duct vented to the outside, with damper. 15 Washer space w/ waste,hot&cold water w/ recessed valves 16 361, clr. refrig. space provided with cold water for ice makerw/recessed valve. 17 4-Burner stove provided with an exhaust hood vented to the outside. (100 dFM Min. and 6" Dia. Min. ridged duct) 01 REVI I 1LI 11 anivil I a mulWAN PLANS BY: Mas er ID: Dat :R.C. DESIGNS P.0 BOX. 146 DOWNEY CA. 90241 (56)) 32,0-2293 8/31 /2024 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. �I SHEET TITLE: N FLOOR PLAN PROPOSED. GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 N PROJECT ADDRESS: FLOOR PLAN WALL LEGEND P F R PL 1232 S SYCAMORE ST N EW WALLS 11 _ SCALE 1/4 1 .O SANTA ANA CA.92707 LOO AN EXISTING WALLS 1 —Hr SEPARATION P WALL (SEE DETAIL) p+8 DRAWN BY: E.RR (E) WALL TO BE 1 Hr FIRE RATED AND 50 STC RATED DATE 8-31 —24 7/8' STUCCO TO EXTERIOR AND 5/8" P JOB # RC2024119 S TYPE "X" GYPSUM BOARD INSIDE A-8 A-3 CITY OF SANTA ANA Planning and Building Agency 1231 NOTE: STUCCO SHALL MATCH THE EXISTING HOUSE COLOR.TYPE, AND TEXTURE ATTIC VENTILATION Aft AREA 430 SQ. FT. VENTILATION REQUIRED (430l150) = 2.86 SQ FT SPEC SHEET 14" x 3" EAVE VENTS= .29 SF DATA PER VENT IV' DORMER VENTS=1.12 SF PER VENT PROVIDED (10)14" x 3" EAVE VENTS= 2.9 SF (2)18" ROOF DORMER= 2.24 TOTAL PROVIDED = 5.14 SF TOTAL PROVIDED 5.14 > 2.86 OK (E) ROOFING: - ASPHALT COMPOSITION SHINGLES IL 1 I CI 111 I I I IT1`hl 1� TI= (E) HOUSE 1231 SOUTH (N) EXTERIOR LIGHTING HIGH EFFICACY AND MOTION SENSOR TYPE :0• bTT 1232 UNIT ' 2" T-Itl:>2:1�c (N) STUCCO FINISH OVER TWO LAYERS OF GRADE "D"BUILDING PAPER MEMO NONE GARAGE TO BE CONVERTED TO ADU 1232 UNIT "2" ELEVATION SCALE EMINE MIMUM MMMM (E) HOUSE 1232 1232 1/4 it. I IM011 12 31 (E) STUCCO FINISH CAULK AROUND WIND❑W FASTNE WINE FH N I LO I � N XTERI❑R SHEATHING SILL PLATE Window Flashing Detail WF REVI F PLANS BY: Master ID: Dat :R.C. DESIGNS P.0 BOX. 146 DOWNEY CA. 90241 (56)) 32�0-2293 �\-�// 8/31 /2024 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: PROPOSED: GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 EAST ELEVATION DDeE� SCALE 1/4" =1'-0" E.RR 8-31-24 RC2024119 A-4 CE CITY OF SANTA ANA Planning and Building Agency (N) EXTERIOR LIGHTING HIGH EFFICACY AND MOTION SENSOR TYPE ROOF DORMER (P) 60 AMP ELECTRICAL SERVICE PANEL FOR PROPOSED ADU GROUNDED PER CODE Ilk DOOR W/ 7LMMj I I ICI I� kid i ��I I I� I III -III III -III I I-III=III �I I I ITI� I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INTS III -III '��WW rt `!��I I I III III1 I I III III I I IIII I III I I I f 1 10f '� �WATER FASTNE WINI Window Flashing Detail ATTIC VENTILATION AREA 430 SQ. FT. VENTILATION REQUIRED (430l150) = 2.86 SQ FT SPEC SHEET 14" x 3" EAVE VENTS= .29 SF DATA PER VENT IV' DORMER VENTS=1.12 SF PER VENT PROVIDED (10)14" x 3" EAVE VENTS= 2.9 SF (2)1V' ROOF DORMER= 2.24 TOTAL PROVIDED = 5.14 SF TOTAL PROVIDED 1 5.14 > 2.86 OK XTERI❑R SHEATHING SILL PLATE NOTE: HEAT PUMP SPACE HEATER READY 1 —a dedicated 240V branch circuit w/ min. of 30—amp branch circuit conductor installed with in 3 feet from the furnace and the blank cover labeld 240v ready (E) ROOFING: ASPHALT COMPOSITION SHINGLES Boom NOME MEMO 1-EXTERIOR Akl— HOUSE COLOR AND T 2-INTERIOR TO HAVE R-13 INSULATION ON WALL AND CEILING 3-INTERIOR WALLS/CEILING TO HAVE 5/8" TYPE "X" GYPSUM BOARD (E) HOUSE 1231 NORTH ELEVATION SCALE 1/4 it =1'-0" P LATTFO R M (-FF NOTE: STUCCO SHALL MATCH THE EXISTING HOUSE COLOR.TYPE, AND TEXTURE REVI F PLANS BY: Master ID: Dat :R.C. DESIGNS P.0 BOX. 146 DOWNEY CA. 90241 (56)) 32�0-2293 �\-�// 8/31 /2024 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: FLOOR PLAN PROPOSED: GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN B E.RR DATE 8-31-24 JOB # RC2024119 A-5 CE WEST ELEVATION SCALE 1/4 11 =1I-0° CITY OF SANTA ANA Planning and Building Agency F: REVI FOR FIRST STUD NOT RIND AIA14T-FIR HEATER LINE CONNECTING POINTS OF SUPPORT 6" MAXIMUM FLEXIBLE WATER P LAN S BY: CONNECTIONS 0 o WATER HEATER Mas er ID: 7" MINIMUM 6" MAXIMUM SOLID STRAP LAYOUT Dat . R C DESIGNS 1 "X22 GAUGE (2 PIECES) r - - - ADD RAF 2X6 TER TIES @-) . . PERFORATED STEEL ` - - - _�8.. o_C. - - - PLUMBERS TAPLE _ 1 X COLLAR TIES @ 32" O.CMRArTINC Cu. ENCIRCLING TANK FROM FRONT AND BACK RADIANT BARRIER REQUIRED PER CEC P.0 BOX. 146 150.1(C)2 12 � a I ATTIC ;.r, DOWN EY CA. B.N NOTES 90241 1. WATER HEATER INSTALLED WITHIN A GARAGE, INCLUDING REPLACEMENTS OF EXISTING WATER HEATERS, SHALL BE PLACED ON A 18" HIGH PLATAFORM R-13 INSULATION (56 ) 3 0 — 2 2 9 3 2. WATER HEATERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED R-30 INSULATION R-13 INSULATION FRONT YARD OR SIDE YARD SET BACK AREA 3. WHEN SINGLE WALL VENTS ARE USED OR WHEN VENT OFFSETS ARE NECESSARY ADU P O 00 /31 2024 / CONCAT CITY BUILDING A AND SAFETY INSPECTOR FOR REQUIREMENTS EDGAR RIOS I °O °° 2X4 STUDs PROJECT 2X4 STUDS (E) SLAB ON GRADE SEALED W/ ® 16" O.0 @ 16" O.0 BUILDING DESIGNER APPROVED REDGARD EPDXY SLAB COATING ICC ES #1413 TEMPERATURE AND PRESSURE RELIEF VALVE. ��/ ��/ ��/ / / /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ �� �� FLEXIBLE WATER CONNECTIONS 1 /4" DIA. X3" LAG SCREW WITH FLAT WASHER WOOD STUDC OSS S C 0 A A FLEXIBLE GAS CONNECTION SCALE 99 1 A 9 9 9 1 0 These drawings and designs 6" CONCRETE PAD are the property of (SEE NOTE 1 ABOVE FOR RC Designs & Drafting Co. and can not be use by GARAGE INSTALLATION 3/4" DIA. DRAIN TO THE others,copied or make ......: OUTSIDE OF THE BUILDING reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. TYPICAL WATER HEATER INSTALLATION wH1 SHEET TITLE: 20" CLEAR THE WINDOWSIZES WILLBE CROSS SECTION THE MINIM NALLOWED OWEDFOR EG UNLESS MANF. DATA IS SUPPLIED 30" CLEAR STANDARD 6'-8" HEADER HEIGHT J OPE LE \ A L v ry PROPOSED: \ � �XRE NOTE: SIZES ARE TAKEN FROM NSINGLE CASEMENT: DATA SUPPLIED BY WINDOW - 4 X - MANUFACTURERS, HOWEVER GARAGE 2-6 X 3-6 DOUBLE CASEMENT: SINGLE/DOUBLE HUNG LIDER 4-0 X 4-0 z THESE ARE GENERAL DIMENSIONS. IT IS THE CONVERSION 4-8 X 4-0 3-0 X 5-0 CASEMENT/FIXED COMBO 5-0 X 3-6 a o OWNER/CONTRACTOR TO A. D. U MIN.SIZE WINDOW MIN.SIZE WINDOW FOR 24" CLEAR � 3-0 X 5-6 7-0 X 4-0 6-0 X 3-0 RESPONSABILITY TO VERIFY FOR 20" CLEAR WIDTH Q HEIGHT AND 5.0 S.F OPENABLE AREA 3-4 X 5-0 OTHER WINDOW TYPES: 3-8 X 5-0 SLIDER/FIXED COMBO:� THAT THE ACTUAL WINDOW INSTALLED MEET THE AND 5.0 S.F OPENABLE AREA AWNING& BAY W/FIXED 4-0 X5-0 X 4-0 MINIMUM EGREES � CENTER: 10-0 X4-0 10- 12-0 X 3-0 REQUIREMENTS. NONE W/0 MANF. DATA NONEEW/OEMANOFMDATA FLOOR LEVEL 1. 20" MIN. CLEAR WIDTH NAM E 2. 24" MIN. CLEAR HEIGHT : 3. 5.0 S.F MIN. OPENABLE AREA AT GRADE -FLOOR ONLY, 5.7 SF MIN. HECTOR FLAMENCO ELSEWHERE (714) 615-7344 EMERGENCY ESCAPE RESCUE OPENING W1 (CRC 3 1 0) PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E. R DATE 8-31-24 JOB # RC2024119 A-6 JCE CITY OF SANTA ANA Planning and Building Agency CABINET PER MANUFACTURER SPECIFICATIONS ROOF CAP PER MANUFATURER RANGE HOOD BROAN F40000 SERIES OR EQUAL 160 CFM " r %CE PER MANUFACURER, CMC 2X C.J. IOUNTING CHANNELS 4'-0" :RS )OF 'ERIOR WALL GF EXTERIOR STUCCO FINISH PC110X FAN (CALGREEN COMPLIANT) Cabinet Size Duct Dia. Grille Size (Sq. in inches) (in Inches) Unit Wgt. (Ibs) W D H 4 or 6" 13 x 14 11-3/8 10-1 /2 7-5/8 11 Options & Accessories • Contractor Packs (4-packs) • Humidity Sensor, Plug -&-Play module • Speed Control, Plug -&-Play module • VOC/Humidity, Plug -&-Play module • Lighted Grilles (CFL or LED) • Motion Sensing Grille • Motion Sensing Lighted Grille (CFL) • Metal Grille • Radiation Dampers _ VI MZ`Green m Intertek CERTIFIED I PC110X HVI Certified Performance 40000 SERIES TWO -SPEED DUCTED RANGE HOOD Constructed with quality and flood looks, the 40000 out -performs the competition whether ducted vertically or horizontally. FEATURES • Rocker -type 'an and Ilght vhitches • Polymenc blade and light lens (accepts up to 75.1r buloi • '� � ashabie al um,num filter • Mitered shoes and hernrned bottom for safety and good looks . ConttxVorary stS'4ing in White. Biscuit. Almond. Back and 3-ta!nIess Steel Available in 30' and 36- widths • 21'ard 42" availab'te in White. Biswit and Almond • 24' available to White. BIScLd.Almond and Stainless Steel SPECIFICATIONS 'JOLTS AMPS RPM SONES CFM DUCT V=R. HGR 1=0 C.0 2755 C C 5 5 150 3-1;4'x10" SPECIFICATION SHEET TYPICAL SPECIFICATIOI'd Runge hood shall be Broar Model 4COCO Unit .:,ha l have backdraft dampe- and be dk, oted ',,erica ly i norizontal V i to the oLiGtde. Motor io be perr-arently Iubricated. RPM not to exceed 2795. U��nittsbafl have a two -speed fan switch and separate light Gwvtch. Sices shall be mitered and bottor• edge neMmed - with no sharp edges. Air delivery shall be no, less than 160 CFP.1 and sound levels no greater than 6 5 cones (venical) and 6 5 Sone (norizontal discharge;. All air and sound ratirgG shall be certified by HVI. Unit shall be U.L listed. 1 Cb fi a• - r� -t,' F == :4P.TINSS 'rtn 'I_ ®p) �� -210C CERT ne C=DIy il+H 1eslin; sec^roogies an, pmeed,.res \ pre%critec ` Y, oy t^e Hare as neq are. a•:a-aue to consune-s. CCt �ocucz; rod perta^ta-iDe Is rated at C.' In. stoic ra:e7 on test; COI."ILCM0 in AMa s CERTIFIED P'eS;-Je >.ate-of-t^e-an tee. laDo ato'! Sones are a measiv a rwienli-pe'ce,ted lowness, based �1 ,. labcratoy neasL"efrer's 2 r `} 0^ r30 t Tested to sno.y complianoe with HUEVFHA Mmimur- �ropery , 4 2 11 5tanda-ds for N'lechartcal Ventilation. `rr Broan-NuTone LLC, 926 Aiest 3:ate ree-iarra,d 'Nl 53027 (1-800-637-1453) Sap) k"�.PC110X -Premium Choice Fan (Ceiling Mounted Ventilation Fans) PC110X Dimensions ro, \\� Duct Static Energy Power Size for CFM Pressure Efficiency Watts Sones" Amps Test (in W.G.) (CFMIWatts) 4" 110/91 0.1/0.25 4.3 27.3 120/60 0.9 .30 6" 130/109 4.7 27.6 PC 11 OX AMCA Certified Performance amea *The difference between sone values certified by HVI for residential use Duct Size Static Pressure CFM Sones' RPM 4" 0 114 1.5 850 4" 0.1 100 1.7 850 4" 0.25 76 2.3 850 6" 0 134 1.4 850 6" 0.1 112 1.5 850 6" 0.25 86 2.0 850 inn.., and by AMCA for commercial/industrial use is mainly due to the ANSI S3.4 procedures used to convert measured sound to perceived sound. and loon° because HVI and AMCA have different rules for rounding cone values. ANSI NIR S3.4 specifies a procedure for calculating loudness as perceived by a typical u listener under specific conditions. HVI establishes values in a spherical free field at a distance of 5 feet from the fan. AMCA establishes values in a hemispherical free field at a distance of 5 feet from the fan. It is not possible to achieve an exact comparison of HVI and AMCA sone values. Typical Specifications: Ventilating fan shall be S&P PC110X mounted in the ceiling. The fan shall have a 5-year limited warranty. The fan shall be HVI Certified at 0.1 inch water gauge for CFM performance above. Fan shall be AMCAAir & Sound Certified. The motor shall be ETL and cETL Listed with impedance protection plus additional thermal protection. The fan shall be ENERGY STAR®Qualified. All specifications are subject to change without notice unless approved in submittal by S&P. PC110X-SUBMITTAL_v.2 / 09-2018 sderaPalaul Distance from v.all should be over 50mmi2i D istance from the obstacle should be over 3.0m 10ft. Typical Outdoor Water Heater (No Venting Required) This water heater is for OUTDOOR installation only. ADANGER: DO NOT install this water heater indoors or in a confined space. It is designed for outdoor installation only. Any other type of installation will result in death or serious personal injury. 1 0 o p o 0 nmi Ternal Water Hard -Wire Remote Control With Power Switch Power - o - Supply Cord Io \ Manual Gas To Hot Water Fa ... t(s) Manual Gas Shut-0f'Val- Supply Line Shut -Off Valve III- ­ \ (Supplied) / Union Condensate Pipe' Sval�e Sediment Trap I Cap Drain Valve To Suitable Drain Cold Water Supply Shut-off Valve To Suitable Drain 'Note: A Flexible drain tube can be used SS W H 1 WATER HEATER INSTALLATION Di`ctance from ceiling sh o u Id be o'Irer 4� 200 mnV7.9in Distance from floor should be over2.4m18ft. Air intake distance from the wall should be < aver 4in.(100mm) INTERIOR A/C UNIT Indoor unit A Distartae from ob sta de s should b e over 121n. (300mm) . S�rQ1Cr - 0 �I aver 14in, �� •\ (350mm)1 OUTDOOR A/C UNIT D istance from the %-.all should be overEOmmrzin Air intake distance from the wall should be aver 4 in. (10Omm). REVI F M a s LR�fly:S BY: Dat :R.C. DESIGNS v l ♦ r t l t I t v v v P.0 BOX. 146 DOWNEY CA. 90241 (562) 320-2293 )2 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs Co. and can not be use by others,copied or make reproduction of it, without the consent in writing by the authors., designers. Notify the designer for any modification or alteration if needed. SHEET TITLE: EXHAUST/FAN PROPOSED: GARAGE CONVERSION TO A.D.0 NAME: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E. R DATE 8-31 -24 JOB # RC2024119 PRIOR REVISIONS A-7 CE 1 1 0 CFM outdoor unit CITY OF SANTA ANA Planning and Building Agency FOR 1 HR FIRE RATING e�fb:5 BY: STANDARD SOUND RATED PARTITION ASEMBLIES 1 HR. RATED LATH AND Mas SOUND -RATED PARTITIONS AND 0 PT 1 0 N STC 10 - FIRE R4TI flG AS SH01VIVrj PLASTER OR ONE Dat : RC Desig1S & IW Ca FLOOR -CEILING CONSTRUC11ON _- - LAYER of 5/8 TYPE Po. Box 146 1. 1 HR. FIRE RATING 2.1 HR. FIRER 7"ING „X„ GYPSUM BOARD In accordance with Section 1206.9.1 and Section 1206.10 c)f the- Lois .;-.ngeles BUllding Code i.L, .BC;. walls and 1 -IR RATED LATH AND PLASTER I HR ;A HANOPLASTER EACH SIDE floor ceiling assemblies separating dwelling units or guest rooms from each ether and from public or service ,ti OR �YEr cr a TY�E'X' ER EACH SIDE;NOTE aj I N ERAL INSULATION (562) 320-2293 areas I.SLIch as Interior corridors, garages, and mechanical spaces" Shall provide airborne S� �Und insulation for �. GYPSJLI BOAPD EACH SUE MINERAL etN MINERAL. FIBER I N S U LATETI 0 N (NOTE 2) walls, and both airborne and impact sound insul3tion for floor -ceiling assemblies. INS DT1r 2; _111 !IHi r �, �, INSUL4"I0IN INOTE 2) Z8/31/2024A Partitions and floor -ceiling assemblies constructed in accordance with the diagrams sho*n herein are considered P G DESIGNER: to have Sound Transn-iisslon Class (STC; ratings and Impact Insulation Class ( IIC:; ratings of 50 as shown. They ��__7 x4•s-� may, be Used to meet the acoustically rated construction requirements Stipulated in Sections 1206.10 and RESI LI DJT C-1. P AT AT 16, a �sTAiGSERED► ar' Rios 120 6. 11 Of the LABC. Other 3ssemblies n-ey be used provided that the.;, comply with the requirements of Sedion E_ STUD CR RESILIENT AT 16 OC EACr 2X4 STUDS 1206.12 Of the LA'.BC. 1_3bor3tory and field tests to establish general approvals require an STC rating of 50 for CHANNELS - CNESICE CCIAWNP-ATES(7x6'%A1k) )7 rcdrafting@prodigy.net walls and floors and an I I C rating'of 50 for floors. The specified rating Of 45 for field-tested assemblies (noted in RESILIENT CLIP AT EA. @ 16 0. C Section 1206.10 of the LA' -,BC,, is to be used for acceptance of individLI31 jobs only. 3. 2 HR. F IRE RAT G 4. 2 H R. F IRE RATING STUD OR RESILIENT 2 HFZ RATEI I LATH ►WJ PLASTER 2 HR RA-ED LATH ANO PLASTER rOR OF°�-TYPE'X' CHANNELS —ONE SIDE The followingnotes shall be provided on the plans � �r in their contents delineated as details on the Tans. p p p OR T1NC LA ER Gf � TYaE 'x e UM 80ER GYPSUM �AW EACHWE GYPSUM EACH SOE 1. �.II penetrations into SO Lind rated partitions Or floor -ceiling assemblies shall be sealed. lined, or Insulated MINERAL FIBER *ith 3n approved permanent resilient sealant. INSUlAT1ONINCITE 2I ff- -2•><;'STUDS 2. .All rigid conduits, ducts, plumbing pipes, and appliance vents located in sound rated assemblies shall bf7-- 41 - AT1*0.C,WITH SEPERATTE PJATES isolated from the building construction by means of resilient sleeves. nh Li nts. or a nl ni n-ium 114 thick. "" - Z x 4' STUDS FOR I HR. FIRE RATiNv PRIYvIDE 2 LAYERS approved resilient matenal. -- RESILIENT C_PS 041. AT 16'0C ;V TYPEW GYP BD. DN CAE SIJE AND CHANNELS - ONE SICE i LAYER V TYPE -X- GYP BG ON THE OTHER SIDE . . n 3pprrjv ed permanent and resilient acoustical sealant shall be provided along the joint between the floor and the Sep ar3tl o n v; a I Is. _. HR. FIRE RATING HR. FIRE RATING 4. Metal ventil3ting and conditioned air dues located in sound rated 3ssemblies shall be lined (Exceptior, 1'�1 LAYER OFS{, TYKE X.3'. i � COVCRETEOR 8' CONCRETE BLOCK D uct s sery i ng o my exit way s. kitchen coo kin g faci liti es. a nd b3thro oms nee d not b I--li ne d ; . `, GYP ur-i 80ARD EACH SIDE GROUTED BRICK A.. CELLS FILLED 5. Ivlineral fiber insulation shall be installed in joist spaces whenever a plumbing, piping. or duct penetrate_ Aru h� a floor -ceiling assembly or where such unit passes through the plane Of the flour -ceiling 3SSer-nbl;r fry �m These drawings and designs wvithin a wall. The insulation sh311 be 1nSt311ed to 3 point 12 be-; c ind the pipe or duct. This requirement ^fib are the property of RC Designs Co. is not applicable to fire sprinkler pipe, gas line or electrical conclUit. COATS OF - FULL Sa!IOti'ED I;. and can not be use by FLAT LATEX PANT - HEAD JOINTS make h1. Electrical Outlet boxes in opposite faces of separation wells shall be separated hori_ont311 by 24` and p p y L-T x 4' STUD ISTA_ rEREW EACH SIDE reprodothersuction reproduction of it, without the f note that back and sides of boxes shall be sealed with 1, 8 resilient sealant and backed by a miniMLII1-I AT 16'O.C. EACH' JE k1NITH consent in writing by of 2 thick mineral fiber insulation. COAiMON P.ATE,. ' x 6' IAIN i the authors., designers. Notify the designer for 7. 1�40 well fLima ce shall be Inst31led in sound rated partitions. any modification or alteration if needed. GENERAL NOTES: 8. PJo el ect rica l p a ne l sh al l be i nsta l le d i n sound rated pa rtiti cin e. 1. The type and sp aci of resilient channels and aic s end the attachment -f gym urn aaerd or lath s ha II be ss rea uirec for fire rsti ngs . i. The mi rwe-s I finer i ulatic n s hal I hs v _ s therma I res is to noe R value ct 11 or greater as determined by Feeoer•sl Scecifi -jcn RR- l--218. 3. Nc test is cr file t _ -_ tify an STC 50 -with one 5:8" type X gyps urn board es ch s ide. P A P GENERAL NOTES: ALL PARTITIONS AND FLOORS SHALL BE CAULKED THE PERIMETER WITH NON -HARDENING CAULKING COMPOUND. FOR PARTITIONS A CONTINUOUS BEAD OF CAULKING SHALL BE / RADIANT BARRIER \ REQUIRED PER CEC XISTIN0 FRAME SYSTEM \ PARTITION I 150.1(c)2 WALL PLACED UNDER THE EDGE OF THE BASE LAYER OF GYPSUM BOARD OR LATH ON EACH SIDE OF THE PARTITION. 'GYPSUM ATTI B N (E) ROOF FRAME 5/8" TYPE X 5/8" TYP� X GYPSUM BOARD BOARD 5/8" TYPE X GYPSUMS MIN XL FIBER INSULATION R-30 INSULATION P 00 CX] BOARD Q -----------------10-1-1 - 2X4 STUD 5/8" TYPE X A D U P 0 16" O.0 5/8" TYPE X GYPSUM O GYPSUM BOA D ADU R-15 INSULATION J.N- BOARD KITCHEN I NOTE: CX] (E) FLOOR 2X4 STUDS (E) HOUSE TO BE LEVEL ® 16" O.0 (E) SLAB ON R DE SEALE W/ (E) FLOOR APPROVED EDGARD EPDXY 5/8" TYPE X GYPSUM F.F SLAB COATI ICC ES #1413 BOARD AM E: (E) ROOF FRAME 5/8 TYPE X GYPSUM \\\\%\ BOARD :�.�'�� i\/\/,\/i�/i�//�//�/ / / HECTOR FLAMENCO FIRE RATED GYPSUM FIRE RATED GYPSUM BOARD SHALL EXTEND TO FOUNDATION SILL ON EACH (714) 615-7344 >> 5/8 TYPE X GYPSUM MINERAL FIBER INSULATION BOARD SHALL EXTEND TO FOUNDATION SILL ON EACH SIDE AND UP TO THE ROOF LINE SIDE AND UP TO THE BOARD a RESILIENT CHANNELS ROOF LINE CROSS SECT ON B9' PROJECT ADDRESS: 2X4 STUDS t 5/8 ' TYPE X GYPSUM 1232 S SYCAMORE ST @ 16" O.0 BOARD SCALE 1 4 9 9 9 - 1-0 UNIT "2" SANTA ANA CA.92707 DRAWN BY: E.R DATE 8-31 —24 JOB # RC2024119 SHEET A-8 JCE CITY OF SANTA ANA Planning and Building Agency I O GENE SECURITY REQUIREMENTS 1 Exterior doors, doors between a house and a garage, windows and their hardware shall conform to the Security Provisions of Chapter 67 of the County of Los Angeles Building Code: a. Single swinging doors. active leaf of a pair of doors, and the bottom leaf of Dutch doors shall be equipped with a latch and a deadbolt. If the latch has a key -locking feature. a dead latch shall be used. The deadbolt lock shall be key operated from the exterior side of the door, and operated from the interior side of the door by a device not requiring a key, tool, or excessive force. Deadbolts shall have a hardened insert with 1" minimum throw and 5/8" minimum embedment into the jamb. (BC 6709.2) b. Inactive leaf of a pair of doors and the upper leaf of Dutch doors shall have a deadbolt as per paragraph "a", unless it is not key operated from the exterior, or has a hardened deadbolt at top and bottom with '/Z" embedment. (BC 6709.3) c. Swinging wood door(s) shall be solid core not less than 1-3/8" thick. (BC 6709.1.1) d. Panels of wood doors shall be 9/16" thick and not more than 300 sq. inches. Stiles and rails to be 1- 3/8" thick and 3" minimum width. (BC6709.1.2) e. Door hinge pins accessible from the outside shall be non -removable. (BC 6709.5) f. Door stops of wood jambs of in -swinging doors shall be one piece construction or joined by a rabbet. (BC 6709.4) g. Windows and door lights within 40" of the locking device of the door shall be fully tempered/approved burglary resistant/protected by bars, screens or grills. (BC 6714) h. Overhead and sliding garage doors shall be secured with a cylinder lock, a padlock with a hardened steel shackle, or equivalent when not otherwise locked by electric power operation. Jamb locks shall be on both jambs for doors exceeding 9 feet in width (BC 6711) 0UIN I 0 M I W9Crka to] N00IN # I i. Sliding glass doors and sliding glass windows shall be capable of withstanding the tests set forth in Section 6706 and 6707 of the Los Angeles County Building Code and shall bear a label indicating compliance with these tests. Locking devices on sliding glass doors complying with Section 1010 and 1030, and emergency egress windows complying with Section 1030, shall be releasable from the inside without the use of a key, tool, or excessive force. (BC 6710, 6715) CONSTRUCTION REQUIREMENTS 2. Notching of studs in exterior or bearing walls shall not exceed 25% of its width. Notching of studs in non - bearing walls shall not exceed 40% of its width. Bored holes in studs shall not exceed 60% of its width. shall not be closer than 5/8" to the edge of the stud, and shall not be located in the same section as a cut or notch. Studs located in exterior or bearing walls shall be doubled if bored over 40% and up to 60% of its width. (R 602.6) 3. Wall and Ceiling finishes shall have a flame spread index of not greater than 200, and a smoke -developed index not greater than 450. Insulation materials shall have a flame spread index not to exceed 25, and a smoke -developed index not to exceed 450. (R 302.9, 302.10) 4. Provide fire blocking in concealed spaces of combustible stud walls, partitions, including furred spaces, at the ceiling and floor level, at 10-foot intervals both vertical and horizontal, and between stair stringers at the top and bottom. (R 302.11) 5. Ducts installed under a floor in a crawl space shall not prevent access to an area of the crawl space. Where it is required to move under ducts for access to areas of the crawl space, a vertical clearance of 18" minimum shall be provided. (MC 603.1) 6. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than .019 inch (No. 26 galvanized sheet). (R 903.2.1) 01-01-2017 Page 1 of 3 a. In each sleeping room. b. Outside of each separate sleeping area in the immediate vicinity of the bedrooms c. On each additional story of the dwelling, including basements and habitable attics, but not including crawl spaces and uninhabitable attics. d. Not less than 3-ft from a door or opening outside of a bathroom that contains bathroom or shower unless it affects a-c. (R31433) a Provide a note: "SMOKE ALARM shall be interconnected hard -wired with battery backup and shall be installed in accordance with NFPA 72" e. Battery smoke alarm permitted in existing buildings where no construction is taking place. 7. Roof diaphragm nailing to be inspected before covering. Wood structural panel sheathing shall comply with Section R803.2. (R 803) 8. End joints in lumber used as subflooring shall occur over supports, unless end -matched lumber is used, in which case each piece shall bear on not less than two joists. Wood structural panel sheathing used for structural purposes shall comply with Section R503.2. (R 503) GLAZING REQUIREMENTS 9. The following shall be considered specific hazardous locations requiring safety glazing per Section R308: a. Glazing in fixed and operable panels of swinging. sliding, and bifold doors. b. Glazing in fixed or operable panels adjacent to a door where the bottom exposed edge of the glazing is less than 60 inches above the walking surface and it meets either of the following conditions: 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side on an in -swinging door. c. Window glazing in an individual fixed or operable panel, that meets all of the following conditions: 1. The exposed area of an individual pane is larger than 9 square feet. 2. The bottom edge is less than 18 inches above the floor. 3. The top edge is more than 36 inches above the floor. 4. One or more walking surfaces are within 36 inches, measured horizontally and in a straight line, of the glazing. d. Glazing in guards, railings, structural baluster panels, and nonstructural in -fill panels, regardless of area or height above a walking surface. e. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools, where all of the following conditions are present: 1. The bottom edge of the glazing is less than 60 inches above any standing or walking surface. 2. The glazing is within 60 inches, measured horizontally and in a straight line, from the water's edge of a hot tub, spa, whirlpool, bathtub, or swimming pool, or from the edge of a shower, sauna or steam room. f. Glazing adjacent to stairs and ramps where the bottom exposed edge is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps.. unless the glazing is 36 inches or more measured horizontally from the walking surface, or a rail is designed per Section R308.4.6. g. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within a 60-inch horizontal arc less than 180 degrees from the bottom tread nosing, unless the glazing is more than 18 inches from a protective guard per Section R312. MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS 10. Dwelling shall be provided with comfort heating facilities capable of maintaining a room temperature of 68 degrees F at a point 3 feet above the floor and 2 feet from exterior walls. (R303.9) 11. The following are required for central heating furnaces and low-pressure boilers in a compartment: a. Listed appliances shall be installed with clearances in accordance with the terms of their listings and the manufacturer's installation instructions. (MC 904.2(1)) b. Unlisted appliances shall meet both the clearances in Table 904.2, and the clearances allowed by the manufacturer's installation instructions. (MC 904.2(2)) c. When combustion air is taken from inside, the free area of combustion air openings shall be 1 sq. inch per 1,000 BTU (100 sq. inch minimum) per opening. One Opening shall be within 12 inches of the top of the enclosure and the second shall be within 12 inches of the bottom of the enclosure. The dimension shall not be less than 3 inches. (MC 701.5(1)) d. Not less than 114 of an inch screen mesh is required at openings where combustion air is taken from the outside. (MC 701.10(1)) e. Separate ducts shall be used for upper and lower combustion air openings, and maintained to the source of combustion air. (MC 701.11(4)) 12. The following are required for appliances installed in an attic. a. An opening and passageway shall not be less than 22 inches by 30 inches, and not less than the size of the largest component of the appliance. (MC 304.4) b. Where the passageway height is less than 6 feet, the distance from access to the appliance shall not exceed 20 feet, as measured along the centerline. (MC 304.4.1) c. Passageway shall be unobstructed and shall have solid flooring not less than 24 inches wide from entrance to appliance. (MC 304.4.2) d. A level working platform not less than 30 inches by 30 inches is required in front of the service side of the appliance. (MC 304.4.3) 01-01-2017 Page 2 of 3 I�llil��JIIIyll e. A permanent 120V receptacle outlet and a lighting fixture shall be installed near the appliance. Light switch shall be located at the entrance to the passageway. (MC 304.4.4) f. A type B or L gas vent shall terminate not less than 5 feet above the highest connected appliance flue collar or draft hood. (MC 802.6.2.1) g. Appliance installation shall meet all listed clearances. (MC 303.1) 13. Clothes dryer exhaust duct shall terminate on the outside of the building in accordance with Section 502.2.1 and shall be equipped with a back -draft damper. Screens shall not be installed at the duct termination. (MC 504.4) 14. Clothes dryer moisture exhaust duct shall be 4 inches in diameter and is limited to a total combined horizontal and vertical length of 14 feet, including two 90 degree elbows from the clothes dryer to point of termination. Duct length shall be reduced by 2 feet for each 90 degree elbow in excess of two. (MC 504.4.2) 15. Appliances (water heater, furnace, etc.) located in the garage shall be installed so that burners and burner - ignition devices are located not less than 18 inches above the floor, unless listed as flammable vapor ignition resistant. (MC 305.1) 16, Ducts shall be sized per Chapter 6 of the Mechanical Code. 17. Flush volumes of plumbing fixtures and flow rates of plumbing fittings shall comply with Section 4.303 of the Green Code. 18. ABS and PVC DWV piping installations are limited to not more than two stories of areas. (PC 701.2(2)) 19. All showers and tub -showers shall have a pressure balance, thermostatic, or combination pressure balance/thermostatic mixing type valve. (PC 408.3) 20. All new, replacement and existing water heaters shall be strapped to the wall in two places. One on the upper 1/3 of the tank, and one on the lower 1/3 of the tank. The lower point shall be a minimum of 4 inches above the controls. (PC 507.2) a. All 120 volt, single phase, 15- and 20 amp branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, or similar rooms or areas shall be protected by any of the means described in 21012(A)(1) through (6). The arc- fault circuit interrupter shall be installed in a readily b. accessible location. 21. Plumbing plan check and approval is required for2 inch and larger water lines, 2 inch and larger gas lines, or any gas line with a pressure of 2psi and higher. 22. Ground -fault circuit -interruption (GFCI) for personnel shall be provided in bathrooms, garages, non -habitable accessory structures at or below grade level, outdoor locations, crawl spaces at or below grade level, non - habitable basements, kitchens where the receptacles serve countertop surfaces, locations within 6ft of the outside edge of sinks/bathtubs/showers, boathouses, and laundry areas. The GFCI shall be installed in a readily accessible location. (EC 210.8(A)) 23. Arc -fault circuit -interruption (AFCI) protection shall be provided in all 120-volt, single phase. 15- and 20- ampere branch circuits supplying outlets or devices installed in kitchens, habitable rooms, sunrooms, recreation rooms. closets, hallways, laundry areas, or similar rooms or areas, by any means described in 210.12(A). (EC 210.12(A)) 24. In any of the areas specified in item 23, where existing branch -circuit wiring is modified, replaced, or extended by more than 6ft and/or adds any outlet or device, the branch circuit shall be protected by one of the following: a. A listed combination -type AFCI located at the origin of the branch circuit. b. A listed outlet branch -circuit type AFCI located at the first receptacle outlet of the existing branch circuit. (EC 210.12(B)) 25. Tamper -resistant receptacles shall be installed in all areas specified in 210.52, all nonlocking-type 12-volt, 15- and 20-ampere receptacles shall be listed tamper - resistant receptacles. (EC 406.12) 26. Where NM cable (Romex) is run across the top of joists and/or where the attic is not accessible by permanent stairs or ladders, protection within 6 feet of the nearest edge of the scuttle or attic entrance shall be provided. (EC 334.23, 320.23(A)) 01-01-2017 Page 3 of 3 F REVI PLANS BY: 10111ij611 D1'��7_�!IIY•LSI (q62) 320-2293 8/31/2024 DESIGNER: These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: GENERAL NOTES PROPOSED: \\I_nm HECTOR FLAMENCO (714) 615-7344 I91101lJ96E ".111l1]104, 2W 0 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E.R DATE 8-31 -24 JOB # I RC2024119 A-9 CE CITY OF SANTA ANA Planning and Building Agency REVI CONSTRUCTION NOTES: FOR 1.- THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE PLANS BY: 2. ALL FIOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. 3.-CONCRETE SHALL ATTAIN COMPRESSIVE STRENGTH OF 2500 PSI M AT 28 DAYS. a S e r ID: 4.-MIN. SOIL BEARING PRESSURE IS 1000 LBS. PER. SQ. FT. 5.-INSULATION COMPLIANCE CARD SHALL BE PERMANENTLY POSTED WITHIN Dat R C DESIGNS DWELLING. . . e 6.-CONCRETE MIX 1: 2/2: 3 1 /2. 7.-ALL MUDSILLS TO BE FOUNDATION GRADE OR PRESSURE TREATED DOUGLAS FIR -BOLTED W/ 5/8" 0 X 12" A.B. EMBEDDED 7" INTO CONGA 4'-0 O.C. MAX & WITHIN 1'-0" OF ALL CORNERS. 8.-THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY VERTICAL P. 0 B O X. 146 & LATERAL BRACING © ALL TIMES DURING CONSTRUCTION & UNTIL STRUCTURE IS COMPLETELY TIED TOGETHER. D O W N EY CA. 9.-ALL FRAMING LUMBER TO BE GRADE MIN. FOR VERTICAL MEMBER CONSTRUCTION GRADE MIN. TO BE SELECT STRUCTURAL DOUGLAS FIR. 90241 SELECTED FOR ABSENCE OF VISUAL DEFECTS & POWER SANDED WHERE NECESSARY BEFORE ERECTION. (56 ) 3 0— 2 2 9 3 10.-FIREBLOCKING @ FLOOR, CEILING COVES & MID -HEIGHT OF ALL WALLS. 11.-DIAGONAL BRACING @ ALL CORNERS & EA 25 LIN. FT. OF WALL. 12.-ROOFING:5 LAYERS -NO. 15 # ASPHALT FELT & GAVEL. 500# GRAVEL PER SQ. OVER 3" INSULATION. 8/31 /2024 13- CONTINOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED FOR EDGAR RIOS ALL EPDXY APPLICATIONS PROJECT 14- IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOIL INVESTIGATION REPORT MAY BE REQUIRED. BUILDING DESIGNER 15- HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRED APPROVED PLATE WASHERS AND HOLD-DOWNS SHALL BE FINGER TIGHT AND 1./2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLT INTO WOOD FRAMING REQUIRES STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE 2305.5 OF THE LA BUILDING CODE (2305.5) 16- ANCHOR BOLTS 5/8" X 12 BOLTS EMBEDDED 7" MIN. INTO FOOTING WALL AND SPACE 48" O.0 STARTING 12" OF SILL ENDS 17-FOOTING SILL SHALL HAVE FULL BEARING ON THE FOOTING WALL OR MORTAR BED. 18-EXTERIOR AND INTERIOR BEARING WALL FOOTING SHALL BE CONTINUOUS. 19. FOUNDATION ANCHOR BOLTS SHALL INCLUDE 0.229" X 3" X 3" STEEL PLATE WASHERS PER CBC SECT. 2308.12.8. 20, ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL HE OF HOT- DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER - PER CBC SECTION 2304.9.5. 1. 21- BOLTS HOLES IN WOOD SHALL BE 1/16" TO 1/16" OVERSIZED. 88'-8" (INSPECTOR TO VERIFY.) 10 34'-2" 20'-4" 34'-2" 10 —2 10 —2 These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without i3 SD1 the written consent of the authors/designers. Notify the designer for any discrepancy or NOTES --——— ——————— ——————————————————————————————— — — — — ——— ————————----- —————--————————— ———— — — — —-� modification. 1,-C❑NTIN❑US INSPECTI❑N BY A DEPUTY INSPECT❑R I T a a a 1 IS REQUIRED FOR ALL EPDXY APPLICATI❑NS I I I ° °� ° ° aI I 44 Q 3 I 2,-STD. FTG, CONCRETE MIX 1 PT. CEMENT 3 PTS I I 3 ° 1 I Id4 ° 4 .. I SD 1 I I I I OF WATER PER SACK OF CEMENT.41 3.-EXTERI❑R AND INTERI❑R BEARING WALL F❑❑TING SHALL BE C❑NTINU❑US. I ° I I d °. NOTE: ° a ° ° BEFORE ANY SEALING ° I I I I 8 EXISTING RAISED FLOOR 4,-PIERS SHALL NOT SUPPORT BEARING I I ° I I ALL FLOOR MUST BE LEVEL ° SD1 WALLS, PIERS MAY SUPPORT N❑N-BEARING PARTITI❑NS AND FIRST FL❑❑R, 0_11 I I ° SHEET TITLE:X co ANCHOR BOLT SCHEDULE EXISTING a ° cv(E) I CONC. SLAB ON GRADE - v58 I I 0 ANCHOR BOLT L=12" @ 48O.0 RAISED FLOOR TO BESEAIDWITH0 FOUNDATION d REDdAR EPO"SLAB C%TING 3"X3"X1/4" THICK STEEL PLATE WASHER IS I I I 1ti a 1CPES#1413 ° I I I P LAN REQUIRED ON EACH ANCHOR BOLT I I �� ° I I .7 3 I 3 I I I SD1 ° °a ° SDI I' I SD1 SD1° ° I I e I I I I PROPOSED: I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 0 I L — — — — — — — — v— — — — — — — — — — — — — — — — — — — — — J I— _.. J 's' — — — — — — — — — — — — — — — — — — — — — — — — — —— �----2 „o-,e=l 2 — —— ——————————————— —— — — — — — GARAGE SD1 SD1 1 CONVERSION 1 sD1 SD1 TO A. D. U 10'-2" 10'-2" 100# NAME: 34'-2" 20'-4" 34'-2" HECTOR FLAMENCO 88'-8" (714) 615-7344 FLOOR PLAN LEGEND PROJECT ADDRESS: N FOUNDATION PLAN NEW FOOTING EXISTING FOOTINGS 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 SCALE " _ ' " 1/4_ DRAWN BY: E.RR DATE 8-31 —24 JOB # RC2024119 S-1 s JCE CITY OF SANTA ANA Planning and Building Agency REVI FOR CONSTRUCTION NOTES: PLANS B Y : Mas er ID: THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN TFIELD. Dat •• R C DESIGNS 2.-ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. . . 3.-CONCRETE SHALL ATTAIN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ROOF SHEATHING/NAILING 4.-MIN. SOIL BEARING PRESSURE IS 1000 LBS. PER. SQ. FT. 5.-INSULATION COMPLIANCE CARD SHALL BE PERMANENTLY POSTED WITHIN 1 2" OSB SHEATHING W 8D 6,4,12 O.0 P.0 BOX. 146 DWELLING. 6.-CONCRETE MIX 1: 2/2: 3 1 /2. 7.-ALL MUDSILLS TO BE FOUNDATION GRADE OR PRESSURE TREATED DOUGLAS PLAN LEDGEND D 0 W N EY CA. FIR -BOLTED W/ 5/8" 0 X 12" A.B. EMBEDDED 7" INTO CONC.@ 4'-0 O.C. MAX & WITHIN 1'-0" OF ALL CORNERS. 90241 8.-THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY VERTICAL & LATERAL BRACING @ ALL TIMES DURING CONSTRUCTION & UNTIL STRUCTURE SHEAR WALLS NEW WALLS - - - - - - - - - - - - - - (56 ) 3 0 — 2 2 9 3 IS COMPLETELY TIED TOGETHER. 0 9.-ALL FRAMING LUMBER TO BE GRADE MIN. FOR VERTICAL MEMBER CONSTRUCTION GRADE MIN. TO BE SELECT STRUCTURAL DOUGLAS FIR. „ oo,o=1 SELECTED FOR ABSENCE OF VISUAL DEFECTS & POWER SANDED WHERE SHEAR WALLS (E) WALLS 8/31 /2024 NECESSARY BEFORE ERECTION. __ EDGAR RIOS 10.-FIREBLOCKING @ FLOOR, CEILING COVES & MID -HEIGHT OF ALL WALLS. PROJECT 11.-DIAGONAL BRACING ® ALL CORNERS & EA 25 LIN. FT. OF WALL. 1 5/32— I N MIN. THICKNESS WOOD 12.-ROOFING:5 LAYERS -NO. 15 # ASPHALT FELT & GAVEL. 500# GRAVEL STRUCTURAL PANEL WITH 8d COMMON BUILDING DESIGNER PER SQ. OVER 3" INSULATION. (2j 1 ./2—IN X 0.31 —IN ) NAILS @ Al 6 —IN SPACING ALONG PANEL EDGES, 12—IN SPACING AT INTERMEDIATE SUPPORT AND 3/8" DISTANCE TO PANEL EDGE. 88'-8" lot 3 4'-2" 20'-4" 34'-2" „ , „ 10 —2 10 —2 These drawings and designs are the of property RC Designs & Drafting Co. ELECTRIC METERS — D and can not be use by others,copied or make 3 reproduction of it, without SD1 the written consent of H40 GAS the authors/designers. Notify the designer for (E) (E) (E) 4X4 o p I 4X4 (E) (E) E) (E) any discrepancy or modification. HDR HDR HDR i DR - - -- - - - -- -- - ----- - - - - -- HDR i HDR 4x HDR HDR HDR i SD1 "I -'t[=1 a 3 i � i 3 i U U I i SD1 w o' o �FJ KITCHEN SD1 � U 15 ,6 KITCHEN .-. 0 I—, gyp w +�'� BATHROOM 4X6 � o x- 12 0 w o ro BATHROOM I N I N G .� BEDR00 P i HDR N z © (E) A-8 J i @ 4X6 I i (E) �w1 (E) =' P HDR i 1 N r D� A 8 HDR HDR c� HALLWAY _ < X I � TI N T E 2X6 RIDGE BOARD E 2X6 GE BOARD E 2X6 RIDGE BOARD HALLWAY N I SHEET TITLE. �� � 12 EXISTING � N i SD1 �SD1x o P) M .. N d LINEN _ o% X .. w LINEN w FRAMING PLAN A-$ cv A-8 3 SD1 LIV G BE OOM D1 R00 oLOSET 4 6 4X6 4X6 %0SET PROPOSED: w HDR I HDR w (E) (E) (E) (E) (E) (E) DR,., Edf HDR 2,c� 2 SD1 HDR �I ... SD1 D1 CRY ,, HDR �Ti GARAGE TI_Tf`. ER �,-� EE%�,R ER-;� E�� E TRITER'' �. STET CONVERSION Ni TO A.D.0 10'-2" 10' 2" NAME: 34'-2" 20'-4" I14 34'-2" HECTOR FLAMENCO 88'-8" (714) 615-7344 >D FLOOR PLAN WALL LEGEND PROJECT ADDRESS: N NEW WALLS EXISTING WALLS 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 1 —Hr SEPARATION WALL (SEE DETAIL) DRAWN BY: E.RR 11 11 SHEAR WALLS DATE 8-31 —24 _ SCALE 1/4_ ---- JOB # RC2024119 „000=1 S-2 s JCE CITY OF SANTA ANA Planning and Building Agency REVI FC PLANS BY: Mas er ID: Dat :R.C. DES GNS P.0 BOX. 146 DOWNEY CA. 90241 (56 ) 3 02293 8 /31/20244 EDGAR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: DESIGN DATA STRUCTURAL MATERIALS SPECIFICATIONS MASONRY PROPOSED: REIFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 40 EXPANSIVE SOIL A. BRICK (MW GRADE) A.S.T.M. - DESIGNATION C-62 WOOD FRAMING FOR NO.5 BARS AND SMALLER, GRADE 60 FOR NO.6 BARS AND LARGER. E) CONCRETE SLABS ON GRADE ON EXPANSIVE SOIL B. CONCRETE BLOCK A.S.T.M. - DESIGNATION C-90 1. ALL STRUCTURAL AND STRUCTURAL FRAMING LUMBER TO BE MARKED SELECT STRUCTURAL OR NUMBER 1 2. REINFORCING MARKED "CONTINUOUS" SHALL BE SPLICED WITH A MIN. LAP AND COMPACTED FILL SHALL BE PLACED ON A 4" FILL 145 DESIGNATION C CONCRETE BRICK A.S.T.M. - - C.OR NUMBER 2 DOUGLAS FIR (D.F). STUDS AND LIGHT FRAMING TO BE MARKED STUD OR CONSTRUCTION GARAGE OF FORTH (40) BAR DIAMETERS IN MASONRY AND THIRTY-SIX (36) BAR OF COARE AGGRE AGGREGATE OR A 2" SWAND BED D. CAST BUILDING STONE A.S.T.M. -DESIGNATION C-704 OR STANDARD GRADE. EXTERIOR PLYWOOD SHEATHING TO BE MARKED STRUCTURAL-1 D.F.P.A EXTERIOR GLUE. DIAMETER IN CONCRETE. COVERED MOISTURE BARRIER MAMBRANE. THE SLAB 1 . MORTAR MIX FOR CONCRETE BLOCKS TO BE 1-PART CEMENT TO 1/4-PART INTERIOR SUBFLOORING TO BE MARKED STANDARD C-D SHEATHING D.F.P.A INTERIOR PANELLNG AS PER FINISH CONVERSION 3. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO SHALL BE AT LEAST 3-Y/2"THICK AND SHALL BE REINFORCED LINE PUTTY OR HYDRATED LINE TO 3Y2"-PARTS DAMP LOOSE SAND. SCHEDULE F.F. NO.23640. TO A. D. U POURING CONCRETE OR PLACING MASONRY. WITH #4 BARS SPACED AT INTERVAL NOT EXEEDING 16" EACH WAY. 2. GROUT MIX FOR CONCRETE BLOCK WALL TO BE 1 PART CEMENT TO 3 PART 2. ALL LUMER IN CONTACT W/CONCRETE OR MASONRY WITHIN 48" OF THE GROUND TO BE PRESUURE TREATED 4. SLAB PN GRADE SHALL BE REINFORCED WITH 6X6 410 X #10 WELDED WIRE F) PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO STREET. SAND TO WICH IN MAY BE ADDED NOT MORE THAN 1/10-PART LINE. SUFFICIENT FIR OR FOUNDATION GRADE REDWOOD. FABRIC UNLESS SPECIFICALLY DETAILED. D) SOIL BELLOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WATER TO BE ADDED TO PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION 3. ALL STUDS SHALL BE 2X4 @16"O.C. UNLESS NOTED OTHERWISE STUD LENGHT GREATER THAN V-0" SHALL BE W/ MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING THE CONCRETE. OF THE CONSTITUENTS. THE GROUT MAY CONTAIN 2- PARTS PEA GRAVEL, MAX SIZE OF %' SOLID BLOCKED 0 INTERMEDIATE HEIGHT USE 2X4 STUDS TO 14' LENGHT , 3X4 TO 16' LENGHT, AND 2X6 STUD LAG BOLTS C) FOOTINGS SHALL BE REINFORCED W/ MIN. FOUR 1/2" DIA. REINFOR. BARS 3. CONCRETE BLOCK UNITS TO HAVE VERTICAL CONTINUITY OF THE CELLS CONTAINING REINF. TO 16 THRU 20' LENGHTS. 5. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA.. TWO BARS SHALL BE PLACED 4" OF THE BOTTOM OF THE FOOTING AND TO BE FILLED SOLID W/GROUT. 4. NOTCHING OF EXTERIOR AND INTERIOR BEARING WALLS HALL NOT EXEED 25% /40% RESPECTIVELY. BOARD NAME: FOR SMOOTH SHANK PORTION (97 NDS. BARS WITHIN 4" OF THE TOP OF THE FOOTINGS. 4. CONCRETE BLOCK UNITS TO BE STAGGERED HOLES IN BEARING /NON BEARING WALLS SHALL NOT EXEED 40%/60% RESPECTIVELY IN NO CASE SHALL 6. PLATE WASHERS ARE REQUIRED FOR ALL HOLD-DOWNS. 5 THE EDGES OF THE BORED HOLE BE NEARER THAN /e" TO THE EDGE OF THE STUD. HECTOR FLAMENCO 7. HOLD-DOWNS SHALL BE RETIGHTENED JUST PRIOR TO COVERING THE WALL STRUCTURAL STEEL 5. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACE FRAMING. 1. STRUCTURE STEEL ASTM (A36) (A992), STRUCTURE PIPE ASTM A53 GD B, TUBING ASTM A501 AT THE CEILING AND FLOOR LEVEL AND AT 10' INTERVALS BOTH VERTICAL AND HORIZONTAL. 6. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MIN. OF 6" STUDS. (714) 615 - 7 3 4 4 EXPANSIVE SOIL 7. ROOF: RIDGE BOARD, VALLEY, HIP AND FASCIA MEMBERS SHALL NOT BE LESS THAN THE CUT END DEPTH 1. IF SOIL IS FOUND TO BE EXPANSIVE THE FOOTING MUST MEET THE FOLLOWING MIN. REQUIREMENTS. OF THE RAFTER. A) DEPTH OF FOOTINGS BELOW THE NATURAL FINISH GRADES SHALL NOT BE LESS THAN 24" 8. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMONNAILS OR GALVANIZED PROJECT ADDRESS: FOR EXTERIOR AND 18" FOR INTERIOR FOOTINGS IF SOIL IS FOUND TO BE EXPANSIVE THE FOOTING MUST MEET THE FOLLOWING MIN. REQUIREMENTS. GLUE -LAM 1232 S SYCAMORE ST B)EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS 1. GLUE -LAM BEAM MUST BE FABRICATED IN LICENSED SHOP IDENTIFY GRADE SYMBOL AND LAMINATION UNIT "2" FOOTINGS. SPECIES PER T 5-A, 91 NDS SUPP. SANTA ANA CA.92707 DRAWN BY: E.R DATE 8-31 -24 JOB # RC2024119 S 3- CE CITY OF SANTA ANA Planning and Building Agency NOTES: GRADE 'D' PAPER MINIMUM ❑R METAL 14 SHALL COMPLY WITH ASTMC18q FLASHING AT A MIN,. 2AWIDEAMN.CF26GAWM1®8*EICCRRO8K*WtE ANA 12' HIGH WEEP SCRE DWITHAMNIMUN VERTICAL ATTACHMENT FLAIM OF 34118HALLBEPROVIDFDATORBELOW THE FOUNDATION RATE METAL LATH LINE ONALL EXTERIOR STUDS WAUA 7/8' STUCCO 3-THE WEATHER 468WANCEBAMEtBHALLLAPTHE ATTAgiMENTFLANK AND THE EXTERIOR tATHWU SHEAR PER PLAN � CDVEtANDTEiMNATEONTHEATiApf@TFLANGEOFTiEBG7EED. J' 0 x 12' A.B. AS PER 4.WHERE NCEXTERNAL CORNERR 118U LATH PLAN W/3'x3'x,25'PLATE SK4LLM ffiWOUTADCARRIEDARDINDCOMMATLEAST WASHER:EMBED 7' INT❑ CONE, (A:B: (A.B. FI OfESUPPORTONFRAMECONSTRUMI N EA, ENDD OF SPECIAL INSPECTION REQUIRED FOR ALL EPDXY APPLICATIONS PERFORATED WEEP SCREED 4' MIN,ABOVE EARTH 2' MIN, ABOVE PAVED AREAS Z USE 3"X3"4 PLATE WASHERS FOR @ A.B. (E) DRIVE oo SET XP10 1 :•�r: `.y ICC-ES ESR 2508 LARD 25744 24" MIN. Typ. Exterior Bearing Ftg. 2 X 4 STUD @ 16" o,c R-15 INSULATI❑N - RT. SILL 4" MIN C❑NC, SLAB W/ #4 16" O.0 E.W. OVER 2" SAND BED AND 6 ry MILL VAPOUR BARRIER. TOP OF OVER 2" OF CLEAN SAND CURB TOTAL OF 4" OF SAND - SAW CUT 44A . �Q ... .Q —#3DOWEL SQWO.0 SET WITH EPDXY INTO (E) SLAB (2) T & B # 4 REBAR SIMPSON HD AS PER 4X4 PLAN & TABLE BELOW •' (SEE SCHEDULE (HDU2. HDU4, o •• o HDU11, and HDU14 simper) , 2X4 SILL PLATE ` n o prwervadve-baded wood 24 X12 MIN. FOOTING " i } 24 X12 MI FOOTING 1012 ANCHOR Paf5 AW IACAVON PI AN5 TYPE BASS paf5 POIa11N6 MIN. rMIX12A Nf 13A5 f 1205f LeNCK C INCHE5) HRv 5181 17 5181 1-55TI6 4X4 12 5/ 8' Nf7Uq 5181 215/ 8' 1-551820 4X4 16 5/ 8' 5/ 8' 25 5/ 8' 1-55024 4X4 1 20 5/ 8' Holdown Detail For New Footing HDU ICC-ES ESR 2330 LARD 25720 4X4 (SEE S( 12 X24 MIN. FOOTING NOTE: ALL THREADED R❑D �31MPSON HDAS PER DRILL BIT DIA. =3/4• e . PLAN & TABLE BELOW MIN.EDGE DIST: 1 3/4• see sched: ' (E) SLAB (HDU2, HDU4, HDU11, and HDU14 slrnYer) SPECIAL INSPECTION REQUIRED �— 2X4 SILL PLATE 12 X12 MIN. FOR ALL EPDXY APPLICATIONS pr"ervative ba"d VJDW FOOTING HDU ICC-ES ESR 2330 SET-XP10 ICC-ES ESR 2508 LARR# 25744 Holdown Detail For Existing Footing REVI M�Ister'I�: DESIGNS D DRAFTING CO. P.0 BOX. 146 DOWNEY CA. 90241 (562) 3202293 4 CZZ-I 5 Insulation 5alnd proof C see detail) an 2°X4° Stud �,1 6rr SPECIAL INSPECTION REQUIRED SNEAK t'AI�I, A5 5heet A-8 p # 2#4 Plate I I • • MSTA 30 T4 B Plates I I- . • 20 5W5 @ 16" ox OR 511 1>; U) 2X6 f.i a 161, O.C. FC �) Floor Sheath (E) CONC. SLAB ON GRADE TO BE SEALED WITH REDGAR EPDXY SLAB COATING ICCES#1413 2X6 5111 FLAT - (I'1a;55U� 11A1>;t7 WO017) , Z F.G. „ Existing New PERFORATED WEEP SCREED 4' MIN.AB❑VE EARTH a' I —III= z 2' MIN: ABOVE PAVED AREAS ab °.' III= I I= w ° , d ° 12" MIN. a• CLEAR SET-XP10 #4 Rebar embeded 6a into @ 5/8a 0 X 7° ICC-ES ESR25M long hole filled w/ epoxy (Simpson) LARR# 25744 5 ::LRebar :1 C6 Epoxy -Tie Detail Existing Garage Footing Detail SIMPS❑N- ST2115 NE) NOTE: STRAP GOES ON TOP @ 32" D.C.❑.C. B❑UNDRY NAIL 2 XIS RAFTERS 24" O.C. (SEE FRAMING PLAN) RADIANT BARRIER TW• 2X 5H�AR pANrL 13,N @ 6 "O,C 2X BLOCK @ 16" O.0 R-30 INSULATION OF PLYWOOD TO THE RAFTERS 15/32" ❑SB SHEATING REQUIRED PLOCKINCA @24110,C. " I / 2 0513 SN�ATNING W/ W / 8 d @ 6,4,12 ❑.0 ROOF PITCH (SEE PLAN) OSB PLYWOOD SHEATHING W/8D C 6,4,12 O.0 2X R. MV5 8d COMMON NAll.S @ 4,6,12 O.0 2x R.R, @ 16"0,C: 16dQJOIST (see plans) (N)2X1A C.J. @12" O.0 �B•N A-35 Q 16" O.0 (SEE PLANS) 2X BLOCKING N) A— 35 @ 1 6" O.C_ 2x RIDGE B 'SIMt'SON A 35 I nOUr�l.� �(�t 1Op pI.A1� E) OR (N) 2X C.J SECTION 2x FASCIA ( SEE 16" O.0 2X CMI'p 5 @16" O,C. (SEE PLAN FOR SPAN /SIZE) N) 2— TOP PLATES 2-2XELEV.)4 TOP PLATES E•) H2• 3 QQ 32- . (E) (, LING JOI5T 2X C�J (5E PLAN) HDR WHERE OCCURS RIDGE ESR#3096 SHEAR PANELS 41 N IS PER PLAN (N) 2X4 STUDS @ 16" O.0 ROOF RAFTER 2X4 STUDS @16" O.0 SHEAR (PER PLAN) W/ 2 -16n @ 16" O.0 @ 2'}" O.0 SIMPS❑N STRAP SIMPS❑N- ST2115 W/ R-15 INSULATION 2-2X4 TOP pI.ASS PLAN VIEW LARR# 25713 2X45TV5@I6"0,C. 5H�AR ?I YW0012 (5ff PLAN) WALL TOP PLATE CONNECTION Ridge Board Detail Exterior Wall Detail Interior Shear Wall To Roof -t2 RADIANT BARRIER 2 X RAFTERS 6 16" O.C. 2X BLOCKING R— 3 0 I N S U LAT I O N REQUIRED (SEE FRAMING PLAN) OSB PLYWOOD SHEATHING (SEE (N) 2 X 4 STUDS @ 16" 0 . C FRAMING PLAN) 16d � C.J. TO R.R. 2 X C.J. @18" O.0 (SEE PLANS) B.N A-35 ANCHOR TO RAFTERS Q 1(r (N) 5 / 8 " A. B @ 4 8 " O.C-- ° O.0 .24 GAUGE FLASHING USE RED HEADS (N) STC CLIP @ 16" O.0 (N) 2X C.J WEDGE ANCHORS 2-2X4 TOP PLATES 2x FASCIA (SEE '`' .:.. ELEV.) (SIMPS 0 N) (SEE PLAN FOR SPAN /SIZE) ICC—ES ESR 2 2 51 N) 2— TOP PLATES (E) SLAB ON GRADE SEALED W/ 1 HR FIRE RATED APPROVED REDGARD EPDXY EAVES & WALL. SLAB COATING ICC ES #1413 2X4 STUDS @16" O.0 PER CRC T302.1(1). W/R-13INSULATION USE 7/8" (N) 2X4 STUDS @ 16" O.0 - - - - (E) CONCRETE SLAB (N) 2X4 SILL PLATE P.T r STUCCO STC NONBEARING WALL' EAR on the underside (PER PLAN) Note: No eave ICCAC261 ER12424(CFCFS) -- - d <.. �., ^ ° °. d °..dd. °a. vents on this side -_ d ° <. A ` a °' a d a . Ad.. . Exterior Wall Detail Wall Top Plate Connection Sill Plate Connection Detail `8 31 2024 ED AR RIGS PROJECT BUILDING DESIGNER. These drawings and designs are the property of RC Designs Co. and can not be use by others,copied or make reproduction of it, without the consent in writing by the authors., designers. Notify the designer for any modification or alteration if needed. SHEET TITLE: STRUCTURAL DETAILS PROPOSED: GARAGE CONVERSION TO A. D. U NAM E: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E.R DATE 8-31 —24 JOB # RC2024119 SD- 1 CE CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1.The minimum length of each EVCS space shall be 18 feet (5486 mm). 2.The minimum width of each EVCS space shall be 9 feet (2743 mm). 3.One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 GRN-1 CITY OF SANTA ANA Planning and Building Agency I TO V Cqd PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD MA CALIFORNIA ENERGY COMMISSION VERIFICATION CEC- CF111-ADD-02-E L. Water Heating Systems (Section 150.2(a)1D) List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Options: 1. A single heat pump water heater. The storage tank shall not be located outdoors and shall be placed on an incompressible, rigid insulated surface with a minimum thermal resistance of R-10. The water heater shall be installed with a communication interface that meets either the requirements of Section 110.12(a) or has an ANSI/CTA-2045-B communication port; or 2. A single heat pump water heater that meets the requirements of NEEA Advanced Water Heater Specification Tier 3 or higher; or 3. A gas or propane instantaneous water heater with an input of 200,000 Btu per hour or less and no storage tank; or 4. For addition that are 500 square feet or less, an instantaneous electric water heater with point of use distribution as specified in the Reference Appendices, Residential Appendix, RA4.4.5 Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Water Heating System WH 1 ID or Name 02 Water Heating System DOMESTIC Type 03 System Option (from §150.2(a)1D) 04 # of Water Heaters/ Compressors in System 05 Water Heater Type TANKLESS 06 Fuel Type NG 07 Rated Input 08 Tank Location OUTSIDE ADU 09 Distribution Type Pipes CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD ;tin& CALIFORNIA ENERGY COMMISSION VERIFICATION w.a► CEC- CF113-ADD-02-E Documentation Author's Declaration Statement 1. 1 certifv that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Auth Signature: Company: Signature Date: RC DESIGN & DRAFTING CO1�t V8/31/24 Address: CEA/ HERS Certi 1c tification (if applicable): PO BOX 146 City/State/Zip: DOWNEY CA., 90241 Phone: 562-320-2293 Responsible Person's Declaration Statement I certify the following under penalty of perjury, under the laws of the State of California: i. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. 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. 5. 1 understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the buildine owner at occuoancv. Responsible Designer Name: Responsible Designer ignature: EDGAR RIOS Company: Date Signed: RC DESIGN & DRAFTING CO. 8/31/2024 V /2k Address: PO BOX 146 License: 892174 City/State/Zip: Phone: DOWNEY CA., 90241 562-320-2293 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300 CA Building Energy Efficiency Standards - 2022 Residential Compliance CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification (Page 2 of 12) 9. Climate Zone: From Reference Appendices, Joint Appendix, JA2.1.1. 10. Total Conditioned Floor Area: Enter the new conditioned floor area, in square feet (ft2), as measured from the outside of exterior walls of the addition. 11. Building Type: Single Family (includes duplex) 12. Slab Area: Area of the first floor slab of the addition (if any) in square feet (ft2). 13. Project Scope: 300 square feet (ft2) or less, greater than 300 ft2 up to 400 ft2, greater than 400 ft2 up to 700 ft2, or greater than 700 ft2 up to 1000 ft2. 14. Exceptions to Fenestration U-factor and SHGC: Installing less than or equal to 3 square feet (ft2) glass in door, Installing less than or equal to 3 ft2 tubular skylight, Installing less than or equal to 16 ft2 skylight, or NA. B. Opaque Surface Details - Framed Walls: Additions of any size must meet the requirements of Table 150.1-A when using prescriptive compliance. However, extensions of existing walls require only R-15 wall insulation in 2x4 constructions, or R-21 wall insulation in 2x6 or larger constructions. 1. Tag/ID: A label (if any) from the plans, such as A1.4 or wall. 2. Assembly Type: Roof, Ceiling, Wall, Floor, Attic. 3. Frame Type: Wood or Metal. 4. Frame Depth: Nominal dimensions (in inches) of framing material such as 2x4, 2x6, 2x8, 2x10. 5. Frame Spacing: 16 or 24 (inches on center). 6. Proposed Cavity R-value: Insulation installed between framing members. Proposed Continuous Insulation: R-value of rigid or continuous insulation (not interrupted by framing). See applicable table of the Reference Appendices for construction type. 7. Proposed U-factor: The U-factor for the proposed assembly must be less than or equal to column 10 or have an attached Area Weighted Average Calculation Worksheet (CF1R-ENV-02-E) to show that a weighted U-factor for multiple assemblies will meet the maximum value in column 10. 8. Joint Appendix JA4 Reference Table: Table number used to determine the R-value or U-factor (e.g., an attic assembly is 4.2.1). 9. Joint Appendix JA4 Reference Cell: Cell number used to determine the R-value or U-factor (e.g., an R-38 ceiling with 24-inch on center framing and no continuous insulation is A21). 10. Required U-factor or R-value: From Table 150.1-A or B. Value required based on climate zone and assembly type. 11. Comments: Any notes regarding location, unique conditions, or attachments. CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 January 2022 CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification (Page 1 of 12) CF1R-ADD-02-E User Instructions NOTE: If more space is needed, print a duplicate page and fill in. Minimum requirements for prescriptive addition compliance can be found in Building Energy Efficiency Standards Section 150.2(a), and Table 150.1-A or Table 150.1-B. Completing these forms will require that you have the Reference Appendices for the 2022 Building Energy Efficiency Standards, which contain the Joint Appendices used to determine climate zone and to complete the section for opaque surfaces. When the term CF1R is used it means the CF1R-ADD-02. Worksheets are identified by their entire name and subsequently by only the worksheet number, such as ENV-02. Instructions for sections with column numbers and row numbers are given separately. If any part of the addition does not comply, prescriptive compliance fails, in which case the performance (or computer) compliance approach may be used in an attempt to achieve compliance. Only the new construction is required to meet the requirements specified in this documentation. If any alterations to the existing building are occurring, those are documented on one or more of the CF1R-ALT forms. A. General Information 1. Project Name: Identifying information, such as owner's name. 2. Date Prepared: Date of document preparation. 3. Project Location: Legal street address of property or other applicable identifying information. 4. Building Front Orientation: Building front orientation expressed in degrees, where North = 0, East = 90, South = 180, and West = 270. The Standards (section 100.1) include the following additional details for determining orientation: • North is oriented to within 45 degrees of true north, including 45 degrees east of north; • East is oriented to within 45 degrees of true east, including 45 degrees south of east; • South is oriented to within 45 degrees of true south, including 45 degrees west of south; • West is oriented to within 45 degrees of true west, including 45 degrees north of west. 5. CA City: Legal city/town of property. 6. Number of Dwelling Units with Additions: 1 for single-family 7. Zip Code: 5-digit zip code for the project location (used to determine climate zone). 8. Fuel Type: Natural Gas, Liquefied Propane Gas, or Electricity. NOTE: Prescriptive compliance only allows electricity if natural gas is not connected to the building. CA Building Energy Efficiency Standards - 2022 Residential Compliance CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS CF1R-ADD-02-E Prescriptive Residential Additions That Do Not Require HERS Field Verification (Page 3 of 12) C. Opaque Surface Details - Non -Framed Walls 1. Tag/ID: A label (if any) from the plans, for example, A1.4 or wall. 2. Assembly Type: Roof, Wall. 3. Assembly Materials: SIP OSB, SIP I -Joist, SIP Single 2x, SIP Double 2x, ICF see JA4 for guidance. 4. Thickness: Thickness in inches. 5. Proposed Core Insulation R-value: Insulation installed within the materials or on the inside. See Reference Appendices, Joint Appendix, JA4 for guidance. 6. Proposed Continuous Insulation R-value: Insulation installed on the exterior. See Reference Appendices, Joint Appendix, JA4 for guidance. 7. Proposed U-factor: Proposed U-factor from Reference Appendices, Joint Appendix, JA4 or CF1R-ENV-02-E. Must be less than or equal to column 10. 8. Appendix JA4 Reference Table: Table number used to determine the R-value or U-factor (e.g., a SIP wall is 4.3.2). 9. Appendix JA4 Reference Cell: Cell number used to determine the R-value or U-factor (e.g., a 4.5-inch thick Oriented Strand Board (OSB) wall with R-18 core insulation and no continuous insulation is A5). 10. Required U-factor from Table 150.1-A: Based on assembly type and climate zone. 11. Comments: Any notes regarding location, unique conditions, or attachments. D. Opaque Surface Details - Mass Walls 1. Tag/ID: A label (if any) from the plans, for example, A1.4 or wall. 2. Above Grade/Below Grade: Indicate whether the mass wall is installed above grade o below grade. 3. Mass Type: Masonry, Clay Brick, Clay Hollow Unit, Concrete Masonry Unit (CMU) Light Weight, CMU Medium Weight, CMU Normal Weight, Concrete. See Reference Appendices, Joint Appendix, JA4 for guidance. 4. Mass Thickness: Thickness (in inches) of mass. 5. Joint Appendix JA4 Reference Table: Table number used to determine the R-value or U-factor (e.g., an Insulation Concrete Form (ICF) wall is 4.3.13). 6. Joint Appendix JA4 Reference Cell: Cell number used to determine the R-value or U-factor (e.g., an 8-inch thick Insulating Concrete Form (ICF) wall with 2 inches of Expanded Polystyrene (EPS) (R-15.4) is Cl). 7. Interior Furring Strip Thickness: If furring strips are required to meet the required wall R-value, indicate the thickness of the furring strip (in inches). See Table 4.3.14 of Reference Appendices, Joint Appendix, JA 4. 8. Proposed Interior Insulation R-value : Enter the R-value of proposed insulation on the inside surface of the mass wall. See Reference Appendices, Joint Appendix, JA4 for guidance. 9. Exterior Furring Strip Thickness: If furring strips are required to meet the required wall R-value, indicate the thickness of the furring strip (in inches). See Table 4.3.14 of Reference Appendices, Joint Appendix, JA 4. CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 January 2022 REVI PLANS BY: M s er ID: D t . R.C. DESIGNS P.0 BOX. 146 DOWNEY CA. 90241 (561) 320-2293 �731 2024 GAR RIGS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: ENERGY CF1 R ADD PROPOSED: WAVAN HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY:1 E.RR J/-\I C 0-1) 1 -L`t JOB # RC2024119 S-3/3 T24-3 CE MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) CITY OF SANTA ANA Planning and Building Agency 1232 S SYCAMORE ST UNIT if 2 "SANTA ANA 92707 r I of WFAWWO ierevlr csf[ssae POD7 ► WS&L I " ' Q TRACT , MACO 2 . O O7 i 49 r/ t7 O 4 h O3 =5 = PI /S O 1 42 ,9 O I - =,I 3T ,coL14r re FOFAfOALF 151 !6 QI � 41 23 8ly r 8 26 Pr N v n „ NCI.' 648 Qn TRACT 12 2s 14 I J L_ 1 I O TRACT ,4 i3 (D 31 ,$ !/ C 16 3L IS O 2f 17 re O18 _. or p 19 re (D 0 r�s)2 Qa 2, rJ m O 2P _4 Pr . 221 NO. 45 e ,2 3 s 25 t l J .r 2b t y IrLWIRE 15 nUCr NO. 352 Y.N. 15-1S.16 TRACT MO. 458 M. M. 16-37 MARCH 1948 TRACT W. 579 Y. N. 18-49 TRACT NO. 648 M.M. 10-14 TRAcr No. 93,f M.M. 18-45 ;MACT0 r4 �+ JJ t O t5 r! JZ t6 r6 Jr 4 r !0 O re B 79 O 9 19 e (D 153 O21 11 011. 26 J t� 27 v 23 2/ S O c , ,23 12 2 JA�141 STRFFT I 3/ Sir u OJc 1 ,t 5 rn (D ,6 JP 0 > _ SUBJECT LOT O O O 154 O 25 579 o tr , S h 28 1 J 23 z 27- J 352 + 1411 E -, NO1£ - ASSESSOR'S BLOCK A ASSESSOR'5 NAP PARCEL NUWERS BOEW 013 PACE 15 S"OW 1N CIRCLES C"71, OF ORANGE ASSESSOR'S MAP ......... Nlain-MrFndna Main -McFadden O sin -McFadden 0 p OMeFadden-Orange Bus stop 3 8 M * (4) Directions ',� Bus stop Ik" 62 • O McFadden--Oranw McFadden -Sycamore I a Bus stop O a 1 min (0.3 mile) d Directions Q — m a L -sia Del Buen Pastor o 0 McFadden -Main Bus stop O W Russell Ave W Russell Ave Directions 1y A McFadden -Birch + m` Bus stop �? Directions Main -McFadden 1232 S Sycamore St E Oxford St E Oxford St E Oxford St Bus station El Borrego I,lu n Directions ®+ Sagrado Barbacoa a a m Me>ic.a, • ;S H pr a a - Main -Edinger c> Bus stop O - Directions ice. .. WALKING DISTANCE TO NEAREST BUS STOP IS 0.3 OF MILE ViCHTY SAP NI nTP° ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND/OR FIELD C❑NDITI❑NED MUST BE BROUGHT TO THE ATTENTI❑N OF THE ARCHITECT OR ENGINEER OF RECORD PRI❑R TO SUBMITTAL OF BID AND C❑NSTRUCTI❑N, ANY DISCREPANCIES BETWEEN DRAWINGS THAT RESULT IN ADDITI❑NAL COST AFTER THE BID SHALL BE THE RESP❑NSIBILITY OF THE GENERAL CONTRACTOR, IT IS THE RESP❑NSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW DRAWINGS CAREFULLY DURING THE BID PR❑CESS, D❑ NOT PROCEED, WITH ANY WORK UNTIL DISCREPANCY OR ANY ❑UTSTANDING ITEMS AND/OR QUESTI❑NS ARE RES❑LVED, ATTACHMENT A BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES* Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection Requirements for All Development Construction Projects/Certification Statement The following is intended minimum notes or as an attachment for construction and grading plans and represent the minimum standards of good housekeeping which must be implemented on all construction sites regardless of size.(applies to all permits) • Eroded sediments and other pollutans must be retained on site and may not be transported from the site via sheetflow,swales,area drains,natural drainage courses or wind. • Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces of wind or water. • Fuels,oils,solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather.spills must be cleaned up immediately and disposed of in a proper manner.spills may not be washed into the drainage system. • Non -storm water runoff from equipment and vehicle washing and any other activity shall be contained at the project site. • Excess or waste concrete may not be washed into the public way or any other drainage system Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. • Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind. • Sediments and other materials may not be tracked from the site by vehicle traffic.The construction entrance roadways mus be stabilzed so as to inhibit sediments from being deposited into the public way.Accidental depositions must be swept up immediately and may not be washed down by rain or others means. • Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water. ❑ Other: As the project owner or authorized agent of the owner, I have read and understand the requirements listed above,necessary to control storm water pollution from sediments,erosion, and construction materials, and I certify that I will comply these requirements. Print Name EDGAR RIOS (Owns or auth�prized agent of the owner) Signature 8 31 2024 Date: (Owner orized agent of the owner) The above Best Management Practices are detailed in the California Storm Water Best Management Practices Handbook March 1993 CONSULTANTS BUILDING DESIGNER EDGAR RIOS P.O BOX 146 DOWNEY, CA 90241 (562) 320-2293 email redrafting@prodigy.net SCOPE OF WORK: 1 —CONVERT EXISTING GARAGE TO ADU TO INCLUDE KITCHEN, BATHROOM,CLOSET. TOTAL AREA OF 430 SF ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) 2022 CALIFORNIA ENERFY EFFICIENCY STANDARDS (CEES) CITY OF SANTA ANA MC CODES PROPERTY NFORMAT ON PROPERTY OWNER: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST SANTA ANA CA., 92707 DESCRIPTION OF USE: S.F.D TYPE OF CONSTRUCTION: VB OCCUPANCY GROUP R3 FIRE SPRINKLER NO STORIES: ONE HEIGHT: 13'-1" ZONING: R-_1 ____ YEAR BUILT 1964/195 LEGAL DESCRIPTION Assessor's ID No: 013-153-26 Property Boundary Description N TRACT: 579 BLOCK LOT 25 EXISTN G BUILDN G CALCULATIONS EXISTING AREA CALCULATED IN SQ. FT FRONT UNIT S.F.D 782 REAR UNIT S.F.D 782 GARAGE 430 PROPOSED BUILDNG INFORMATION PROPOSED RIP11UIRiW.11ar:[17aI1IZIIa:1.101 11�111J I�IjF.11: G LOT COVERAGE LOT SIZE TOTAL LOT COVERAGE- -1,994(6,250) _ LANDSCAPED AREA LANDSCAPE HARDSCAPE AREA CALCULATED IN SQ. FT 430 1,994 AREA CALCULATED IN SQ. FT 6,250 31.90% AREA CALCULATED IN SQ. FT 617 3,639 REV F RC DESIGNS Mas er IP�AFTING & CO. Date: P.0 BOX. 146 90241 ( 2) 2293 8/31/2024 '_�t6GAR RIOS PROJECT BUILDING DESIGNER redrafting@prodigy.net SHEET INDEX T-1 TITLE SHEET A-1 PLOT PLAN A1.1 ROOF DRAINAGE PLAN A-2 EXISTING FLOOR PLAN A-3 PROPOSED FLOOR PLAN A-4 SOUTH/EAST ELEVATIONS A-5 WEST/NORTH ELEVATIONS A-6 CROSS SECTION A-7 EXHAUST FAN SHEET A-8 1 HR SEPARATION WALL A-9 GENERAL NOTES S-1 FRAMING PLAN S-2 FOUNDATION PLAN S-3 MATERIAL SPECS SD-1 STRUCTURAL DEATILS GRN-1= GREEN NOTES GRN-2= GREEN NOTES T-24 ENERGY COMPLIANCE T-24 ENERGY COMPLIANCE T-24 ENERGY COMPLIANCE These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: TITLE SHEET PROPOSED: GARAGE CONVERSION TO A.D.0 HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E R DATE 8-31 —24 JOB # RC2024119 PRIOR REVISIONS T 1 CE CITY OF SANTA ANA Planning and Building Agency � 6 CKS 9::111 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD MA CALIFORNIA ENERGY COMMISSION VERIFICATION ,WNW 4 CEC- CF113-ADD-02-E CERTIFICATE OF COMPLIANCE This compliance document is only applicable to additions less than or equal to 1,000 square feet (ft2)and do not require HERS field verification for compliance. When HERS verification is required, a CF1R-ADD-01 shall first be registered with a HERS Provider Data Registry. Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CF1R-ADD-02 and CF2R-ADD-02 compliance documents. Possible exemptions from duct leakage testing include: less than 25 feet (ft) of ducts were added or replaced, or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CF1R-ADD-01 and CF1R-ALT-02 must be completed and registered with a HERS Provider Data Registry. Additions or alterations that utilize closed cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R-value greater than 5.8 per inch, or open cell Spray Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having an R-value of 3.6 per inch, shall complete and register a CF1R ADD-01 with a HERS Provider Data Registry. If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible. Alternatively, the person with chief responsibility for construction shall prepare and sign this certificate for the entire construction. All applicable Mandatory Measures shall be met. Temporary labels shall not be removed before verification by the building inspector. Project Details Field Name Data Entry Field Name Data Entry Project Name: ADU Enforcement Agency: Dwelling Address: Permit Number: 1232 S SYCAMORE ST City and Zip Code: Date Permit Issued: SANTA ANA CA.92707 CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD n`. j� CALIFORNIA ENERGY COMMISSION VERIFICATION rr IRWO' CEC- CF1R- D-02-E C. Onaoue Surface Details — Nonframed Walls (Section 150.1(c)1) Field Field Name Data Entry 1 Data Entry 2 Data E ry 3 01 Tag/ID 02 Assembly Type 03 Assembly Materials 04 Thickness (inches) 05 Proposed Core Insulation R-value 06 Proposed Continuous Insulation R-value 07 Proposed U-Factor 08 Proposed Joint Appendix JA4 Reference Table 09 Proposed Joint Appendix JA4 Reference Cell 10 Required U-Factor from Table 150.1-A 11 Comments CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD nAA CALIFORNIA ENERGY COMMISSION VERIFICATION NOW CEC- MR-ADD-02-E A. GENERAL INFORMATION Field Field Name Data Entry 01 Project Name: ADU 02 Date Prepared: 8-31 —24 03 Project Location: 1232 S SYCAMORE ST UNIT "2" 04 Building Front EAST Orientation (deg): 05 CA City: SANTA ANA CA.92707 06 Number of Dwelling 1 Units with Additions: 07 Zip Code: 92707 08 Fuel Type: Natural Gas 09 Climate Zone: 8 10 Total Conditioned Floor 430 SF Area (ft2) (Addition): 11 Building Type: RESIDENTIAL WOOD FRAME 12 Slab Area (ft2): N/A 13 Project Scope: ADU Exceptions to Fenestration U-factor 14 and SHGC 150.1(c)3A: CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD rMA CALIFORNIA ENERGY COMMISSION VERIFICATION WNW CEC- CF1R-ADD- 2-E D. Onaaue Surface Details — Mass Walls (Section 150.1(c)lBii) Field Field Name Data Entry 1 Data Entry 2 Data Entry 01 Tag/ID 02 Above Grade/Below Grade 03 Mass Type 04 Mass Thickness 05 Proposed Joint Appendix JA4 Reference Table 06 Proposed Joint Appendix JA4 Reference Cell 07 Proposed Interior Furring Strip Thickness 08 Proposed Interior7 Insulation R-value 09 Proposed Exterior Furring Strip Thickness 10 Proposed Exterior Insulation R-value 11 Proposed Joint Appendix JA4 Reference Table 12 Proposed Joint Appendix J 4 Reference Cell 13 Propo;sembly Total U-factor 14 Re Ired I erior R-value 15 equired Exterior R-value 16 Required Total Assembly U-factor CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD nlm CALIFORNIA ENERGY COMMISSION VERIFICATION INOW B. Opaque Surface Details— Framed (Section 150.2(a) and 150.1(c)1) CEC- MR-ADD-02-E Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Tag/ID RC2024108 RC2024108 02 Assembly Type Wall Ceiling 03 Frame Type Wood Wood 04 Frame Depth (inches) 3.5 5.5 05 Frame Spacing (inches) 06a Proposed Cavity R-value R-13 R-30 06b Proposed R-13 R-30 Continuous Insulation R-value R-13 R-30 07 Proposed U-Factor 08 Proposed Joint Appendix 4.3 4.3 JA4 Reference Table 09 Proposed Joint Appendix JA4 Reference Cell 10 Required U-Factor from Table 150.1-A 11 Comments CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD yt �} CALIFORNIA ENERGY COMMISSION VERIFICATION �r E. Slab Insulation (Table 150.1-A or Table 150.1-B) Note: Heated slab floors require mandatory slab insulation (see Table 110.8-A). CEC- MR-AD13-02-E Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Floor Type Covered slab 02 Proposed Insulation R-value 0 03 Proposed Insulation U-factor 0 04 Required Insulation R-value 0 05 Required Insulation U-factor 0 06 Comments E 4" concrete slab over 2" of sand and 6 mill vapour barrier or sealed with redguard seal F. Radiant Barrier (Section 150.1(c)2) A radiant barrier is required (for Climate Zones 2-15) • Radiant barriers shall meet specific eligibility and installation criteria to receive credit for compliance with the Building Energy Efficiency Standards for low-rise residential buildings. Refer to Reference Appendices, Residential Appendix, RA4.2.1 • The emittance of the radiant barrier shall be less than or equal to 0.05 as tested in accordance with American Society for Testing and Materials (ASTM) C1371 or ASTM E408. For Prescriptive Compliance the attic shall be ventilated to provide a minimum free ventilation area of not less than 1 square foot (ft2) of vent area for each 300 square feet (ft2) of attic floor area with a minimum of 40 percent to no more than 50 percent upper vents. Ridge vents or gable end vents are recommended to achieve the best performance. The material should be cut to allow for full airflow to the venting. Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Radiant Barrier Yes installed below the roof deck and on all gable end walls 02 Comments ROOFING: LIGHT R OF (ASPHALT SHINLES) ROOFDECK: WOOD (E) SIDING/SHEATI G CAVITY/FRAME W/ (N) —30/2X6 CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 F REVI PLANS BY: Mas�erlD: Date: R.C. DESIGNS & P.0 BOX. 146 DOWNEY CA. 90241 (561) 320-2293 /k9/31 /2024 k'U AR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: ENERGY CF1 R ADD PROPOSED: GARAGE CONVERSION TO A. D . U IMAM0 HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY: E.RR ATE 8-31 —24 JOB # RC2024119 D CE S1i3 IT24-1 CITY OF SANTA ANA Planning and Building Agency � • 6 as 60- PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD CALIFORNIA ENERGY COMMISSION VERIFICATION I nm "a' CEC- CF1R-ADD-02-E G. Roofing Products (Cool Roof) (Section 150.1(c)11) Notes: • Exception 1: Any roof area covered by building integrated photovoltaic (PV) panels and solar thermal panels are exempt from the above Cool Roof requirements. • Exception 2: Roof constructions with weight of 25 pounds per square foot (lb/ft2) are also exempt. • Liquid field applied coatings must comply with installation criteria from Section 110.8(i)4. Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Exception 02 Roof Pitch 4:1 2 03 Method of Compliance Verify 04 Product Type Composition 05 CRRC Product ID Number Shingles Malarky 06 Proposed Initial Solar Reflectance .27 07 Proposed Aged Solar Reflectance .29 08 Proposed Thermal Emittance 92 09 Proposed SRI (Optional) 10 Required Aged Solar Reflectance 11 Required Thermal Emittance 12 Required SRI (Optional) CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD CALIFORNIA ENERGY COMMISSION VERIFICATION GISTERED - CAN BE USED FOR SUBMISSION TO BUILDING DEPARTMENTS PRIO(T,p MI-12Rz3E Table 1-2 Field Field Name Data Entry 15 Total Proposed Fenestration Area 38.25 16 Maximum Allowed Fenestration Area 86 17 Compliance Statement: Total Proposed Fenestration Area <_ Maximum Allowed Fenestration Area 0 Yes (�) No 18 Total Proposed West -Facing Fenestration Area 0 19 Maximum Allowed West -Facing Fenestration Area 21.5 20 Compliance Statement: Total Proposed West -Facing Fenestration Area <_ Maximum Allowed West -Facing Fenestration Area O Yes Q No 21 Proposed Fenestration U-factor (Windows) .30 22 Required Fenestration U-factor (Windows) 23 Compliance Statement: Proposed Fenestration U-factor <_ Required Fenestration U-factor 0 Yes Q No 24 Proposed Fenestration SHGC (Windows) .23 25 Required Fenestration SHGC (Windows) .23 26 Compliance Statement: Proposed Fenestration SHGC <_ Required Fenestration SHGC 0 Yes No 27 Proposed Fenestration U-factor (Skylights) 28 Required Fenestration U-factor (Skylights) 29 Compliance Statement: Proposed Fenestration U-factor <_ Required Fenestration U-factor 0 Yes O No 30 Proposed Fenestration SHGC (Skylights) 31 Required Fenestration SHGC (Skylights) 32 Compliance Statement: Proposed Fenestration SHGC <_ Required Fenestration SHGC O Yes O No CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD CALIFORNIA ENERGY COMMISSION VERIFICATION CEC- CF1R-ADD-02-E H. Fenestration/Glazing Allowed Areas and Efficiencies (Section 150.2(a)1) Table H-1 Field Field Name Data Entry 1 01 Addition Type ft2 430 Table H-2: Maximum Allowed Fenestration Area for All Orientations ft2 —The Greater of: Field Field Name Data Entry 02 Maximum Calculated based on Allowed % 20% 03 Maximum Calculated Allowed ft2 86 Table H-3: Maximum Allowed West -Facing Fenestration Area Only ft2 —The Greater of: Field Field Name Data Entry 04 Maximum Calculated based on Allowed % 5% 05 Maximum Calculated Allowed ft2 21.5 Table H-4 Field Field Name Data Entry 1 06 Maximum Allowed U-factor 86 (Windows) 1 07 Maximum Allowed U-factor .30 (Skylights) 08 Maximum Allowed SHGC •23 (Windows) 09 Maximum Allowed SHGC (Skylights) 10 Comments CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD r' CALIFORNIA ENERGY COMMISSION VERIFICATION An& CEC- CF1R-ADD-02-E J. Opaque Swinging Doors to Exterior (Section 150.1(c)5) Notes: • Any door with 25 percent or more glass is considered a glazed door and is counted as a fenestration product in Tables H and I. • Do not include fire -rated doors between garage or unconditioned space, and conditioned space. • If using weighted average to achieve required maximum U-factor, attach CF1R-ENV-02-E. Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Tag/ID RC2024119 02 Area 20 03 Proposed 0.21 U-factor Proposed U-factor 04 Source DOOR TAG 05 Required Maximum U-factor 06 Weighted Average O Yes XNO 0 Yes 0 No 0 Yes 0 No (Yes/No) Comments ENTRY DOOR 07 FIBERGLASS DOOR MASONITE MODEL84796 CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD nAACALIFORNIA ENERGY COMMISSION VERIFICATION "11111' CEC- CF1R-ADD-02-E I. Fenestration Proposed Areas and Efficiencies Note: If meeting Exception 1 to 150.1(c)3A, installing less than or equal to 3 square feet (ft2) glass in door, or less than or equal to 3 square feet (ft2) tubular skylight, it is assumed to meet the minimum required U-factor (0.30) & SHGC (0.23). If meeting Exception 2 to 150.1(c)3A, installing less than or equal to 16 square feet (ft2) of new skylights, it is assumed to meet the minimum required U-factor (0.55) & SHGC (0.30). Doors with greater than or equal to 25 percent glazing area are considered glazed doors and are treated as fenestration products. Table 1-1 Field Field Name Data Entry 1 Data Entry 2 Data Entry 3 01 Tag/ID WINDOW WINDOW 02 Fenestration Type Glass Glass 03 Frame Type Vinyl Vinyl 04 Dynamic Glazing 05 Orientation N, S, W, E NORTH SOUTH 06 Number of Panes 2 2 07 Proposed Fenestration Area (ft2) (N, S, E) 6.25 32 08 Proposed West Facing Fenestration Area (ft2) 09 Proposed U-factor .30 10 Proposed U-factor Source NFRC 11 Proposed SHGC .23 12 Proposed SHGC Source NFRC 13 Exterior Shading Device SCREEN 14 Combined SHGC from CF1R-ENV-03 CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 PRESCRIPTIVE RESIDENTIAL ADDITIONS THAT DO NOT REQUIRE HERS FIELD CALIFORNIA ENERGY COMMISSION VERIFICATION CEC- CF113-ADD-02-E K. Space Conditioning (SC) Systems — Heating/Cooling (Section 150.2(b)) Alterations to space conditioning systems shall be exempt from HERS verification requirements as prerequisite for use of the CF1R-ADD-02 and CF2R-ADD-02 compliance documents. If new space conditioning systems are installed or existing systems are altered and are not exempt from HERS verification, then a CF1R-ADD-01 and CF1R-ALT-02 shall be completed and registered with a HERS Provider Data Registry. In each row below for each dwelling unit in the building, check the box that indicates the exemption from HERS verification compliance: 0 a: space conditioning system was not altered; 0 b: less than 25 feet (ft) of ducts were added or replaced; 0 c: (exempt from duct leakage testing) if: the existing duct system was insulated with asbestos; 0 d: (exempt from duct leakage testing) if: the existing duct system was previously tested and passed by a HERS Rater. 01 02 03 SC System Identification or Name SC System Location or Area Served Exemption from HERS Verification PIONNER LOCATED IN ADU Oa Ob Oc Od MINI —SPLIT Oa Ob Oc Od MODEL INTERIOR UNITS 0 a 0 b 0 c 0 d WS012—GM—F122HLE MODEL OUTDOOR UNIT Oa O b O c O d WYS012GM122RL SEER 22 0 a 0 b 0 c 0 d Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od Oa Ob Oc Od CA Building Energy Efficiency Standards - 2022 Residential Compliance January 2022 F REVI PLANS BY: Mas�erlD: Date: R . C . DESIGNS & P.0 BOX. 146 DOWNEY CA. 90241 (561) 320-2293 /2024 P'U AR RIOS PROJECT BUILDING DESIGNER These drawings and designs are the property of RC Designs & Drafting Co. and can not be use by others,copied or make reproduction of it, without the written consent of the authors/designers. Notify the designer for any discrepancy or modification. SHEET TITLE: ENERGY CF1 R ADD PROPOSED: ADU NAME: HECTOR FLAMENCO (714) 615-7344 PROJECT ADDRESS: 1232 S SYCAMORE ST UNIT "2" SANTA ANA CA.92707 DRAWN BY E.RR DATE 8-31-24 JOB # RC2024119 CE 2i3 IT24-2 .mmmr- Nt- won W- ON 0 LetLetter01VAuthurizatiun. 1.we Addre*s.j Lca Assessors 1D nY'n _ '3 wner/s of the property O"n rk0%, heretyy authorize.- R.0 DESIGNS & DRAFTING CO. / EDGAR RIGS with P# (56Z 320ft2293 to transact, with Plan-rg DePatMent ,Building & Safety. of City CA/CountyASsessor, a any other official der artment or City that governs my property. With the purpose of preparing plans or doing the necessary pro cess/flan c Guild new construction, niter or new addeff. to the prepert any necessary permits cOpies of records and releaing an.-F Any questions In regards th or write me to: Date .1 /.y��/ z-0 ! is letter please contact me a Printed name' Sign X Sen X, t y mentiaoed above rck, pt.3.rmits, to remodel or tNs will i nclude obt€tini ng y ►nrormatian as neQded for the same purposeA am er�Sor iay\.e- woo& ORANCrE C5' SEAT OF ITIIl/ E 4IQy1E7CT • J ed eTHE GOLDEN CITY FOUNDED 1869 L•I e� 46 L Plan Ul n A notary publl' certificate ven ACKNOWLEDGMENT c or other officer completing this fies only the i who signed the document t dentity of the individual o which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of v1 OHYI= � M ORANOT c SEAT OF ia.L ate. On September 13, 2024 before me, Lydia Alvarez, Notary Public (insert name and title of the officer) rorcnnalli annAarAr Hector Flamencosoriano 'y who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hi41 s/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature a. (Seal) -do ui 8 HNC Y, ORANCrE c SEAT OF 6%-d 7.m'DR"F'E'RMITI SS UA N C Maltler ID.THE GOLDEN CITY FOUNDED 1869 Date: (2(jNtjL1ZNLN1ENT CODE 27361---7 1 CL'kTIFY UNID ER THE PENALTY OF PERJURY 'I -FIAT TMNOT.ARY ACKNOWLEDGENtZANiT UN TI ffi DQCUMENT TO WHICH "1'IICS STATE\r1ENT IS ��TTACf�ILD Ii;:�llS AS F 0T.WmJL0 W S ON SAME OF NOTARY D,ZkTE CONNIISSION EX?u�S: / // /V/to 7 COLN,,TY IN VJHZCH BON""D IS FILED C046NLVGSSION 3y /,0s� /x,. ZW ze .k4AvtrFacruxE-dk/VEND(.)R NO: / FIDELITY NATI0NAL "CTTLE S A NTA A.N.A. CA PLACE OF EXL-iCUTTON Doc: OR:2006 00231971tvO6O59 1)_1r[� F: i - — — . dw- -- Page 2 of 3 Requested By: agaeLa, Printed: 9/10/2024 2:28 PM r IF .a r r r t ift Planning and Building Agency notary public or oth ficate verifies oni rho signed the docui ttached, and not the aliciity nf that rinrairr ;r otticer com the identity gent to which truthfulness, ant pleting this )f the indivi this certif'ic accuracy. c tate of California :ounty of Oran ge � September 13,2024 befor personally appea who proved to m, subscribed to the his/her/their auth person(s) , or the certi.'fy under paragraph is tr gnatur II . win ORAN P SEAT OF proved FOR PE TRMIT ISSUANC e,Gpl Master II Date: dual ate i s Lydia Alvarez, Notary Public I - -- - - (insert name and title of the officer) GOLDEN CITY FOUNDED 1869 R� red Hector Flamencosoreiano on the basis of satisfactory evidence to kin the persons) whose name(s) is/are within instrument and acknowl orized capacity ies), and that b, entity upon behalf of which the ue and c nd and rrect. icial sea :dged to me that he/she/they executed the sai his/her/their signature(s) on the instrument th persons) acted, executed the instrument. under the laws ol the State oT California that the foregoing (Seal) t ;N 2475128 '%wr %Nor W W V 0 W V - 0 NOTARY PUBLIC • CALIFORNIA n T� ORANGE COUNTY MO& � e in 10                   !""#$%&  ' !( #( )&*)(%+") ,,,%                       !"      # $% &'(() *((* !+* *,--.%-&'.%")) )/  0 ')!1'1*"))*""'  )*/''/*-      2   3!*.%4)       .5 %. 678)' 0 88)4).((!)(() ) '. (**' * 1 ()"' .9   :-;<-  -;+ <8)4).((!)-  =*-  8 FIRE GE C ' F 9� i-H00.'1i )UNTY FIRE 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 Ilc CITY OF S ANA Plann'�dBui►ding gency I Y r ern FOR PERMIT ISSUANCE 001 cant Certification. Project n ormax on Master ID: ❑ New Single Family Residence/Duplex ❑ Addition/Remodel ❑ ADU Date: ❑ Other Address: ) Unit #: City or Unincorporated County Scope of Work - Existing f 2� Area to Total Resulting Stories: Area Added in Past 2 Years Area: be Added: Area: j (excluding this project): V Yes No , Questionnaire OCFA Plan Type if "Yes" 1. New Is this a new single family residence or duplex? '(PR160) Residential Site with WaterAvallability PR400-402 Fire Sprinkler 2. ❑ ADU - Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400.402) Fire Sprinkler firesprinklers or a house that will have fire sprinklers added as part of thisproject? 3. El El Addition - Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. El Distance - Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 140-feet from the fire access roadway? 5. El Total Area - Will the addition result in a total area of greater than 3,600 square feet (so for non- '(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. o Remodel - Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR40o402) Fire Sprinkler 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. 7. Detached Structure - Is this a new detached utility or accessory structure (not an ADU), such as a '(PR160) Residential Site garage, workshop, game room, pool house, bam, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. Gate - Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. Methane - Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal *(PR160) Residential Site *(PR172-174) Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only Test/Mitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. Vegetation - Is the property/structure (A) on the perimeter of a community containing, or adjacent to *(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or D near an area that could be affected by a wildfire in the open sace. '(x:t-A approval requlreo oetore Issuance or a graoingtouiiang pennrL All Omer plans types r q oe oeterreo� Ittals. Applicant Certific4�o1n/ 1 C , under penalty of perjury, under the laws of the State o714-lffomia,��infornnation above is true: _ Print Name:_ l� Signature: Date: Phone Number: /;7 (.Z/ -4 ZJ �22 �/ � Email. � � tr baP%Q`i Q P✓Uc�ifi`J()n 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 .mmmr- Nt- won W- ON 0 LetLetter01VAuthurizatiun. 1.we Addre*s.j Lca Assessors 1D nY'n _ '3 wner/s of the property O"n rk0%, heretyy authorize.- R.0 DESIGNS & DRAFTING CO. / EDGAR RIGS with P# (56Z 320ft2293 to transact, with Plan-rg DePatMent ,Building & Safety. of City CA/CountyASsessor, a any other official der artment or City that governs my property. With the purpose of preparing plans or doing the necessary pro cess/flan c Guild new construction, niter or new addeff. to the prepert any necessary permits cOpies of records and releaing an.-F Any questions In regards th or write me to: Date .1 /.y��/ z-0 ! is letter please contact me a Printed name' Sign X Sen X, t y mentiaoed above rck, pt.3.rmits, to remodel or tNs will i nclude obt€tini ng y ►nrormatian as neQded for the same purposeA am er�Sor iay\.e- woo& ORANCrE C5' SEAT OF ITIIl/ E 4IQy1E7CT • J ed eTHE GOLDEN CITY FOUNDED 1869 L•I e� Planning and Building Agency notary public or oth ficate verifies oni rho signed the docui ttached, and not the aliciity nf that rinrairr ;r otticer com the identity gent to which truthfulness, ant pleting this )f the indivi this certif'ic accuracy. c tate of California :ounty of Oran ge � September 13,2024 befor personally appea who proved to m, subscribed to the his/her/their auth person(s) , or the certi.'fy under paragraph is tr gnatur II . win ORAN P SEAT OF proved FOR PE TRMIT ISSUANC e,Gpl Master II Date: dual ate i s Lydia Alvarez, Notary Public I - -- - - (insert name and title of the officer) GOLDEN CITY FOUNDED 1869 R� red Hector Flamencosoreiano on the basis of satisfactory evidence to kin the persons) whose name(s) is/are within instrument and acknowl orized capacity ies), and that b, entity upon behalf of which the ue and c nd and rrect. icial sea :dged to me that he/she/they executed the sai his/her/their signature(s) on the instrument th persons) acted, executed the instrument. under the laws ol the State oT California that the foregoing (Seal) t ;N 2475128 '%wr %Nor W W V 0 W V - 0 NOTARY PUBLIC • CALIFORNIA n T� ORANGE COUNTY MO& � e in 10 .mmmr- Nt- won W- ON 0 LetLetter01VAuthurizatiun. 1.we Addre*s.j Lca Assessors 1D nY'n _ '3 wner/s of the property O"n rk0%, heretyy authorize.- R.0 DESIGNS & DRAFTING CO. / EDGAR RIGS with P# (56Z 320ft2293 to transact, with Plan-rg DePatMent ,Building & Safety. of City CA/CountyASsessor, a any other official der artment or City that governs my property. With the purpose of preparing plans or doing the necessary pro cess/flan c Guild new construction, niter or new addeff. to the prepert any necessary permits cOpies of records and releaing an.-F Any questions In regards th or write me to: Date .1 /.y��/ z-0 ! is letter please contact me a Printed name' Sign X Sen X, t y mentiaoed above rck, pt.3.rmits, to remodel or tNs will i nclude obt€tini ng y ►nrormatian as neQded for the same purposeA am er�Sor iay\.e- woo& ORANCrE C5' SEAT OF ITIIl/ E 4IQy1E7CT • J ed eTHE GOLDEN CITY FOUNDED 1869 L•I e� Planning and Building Agency notary public or oth ficate verifies oni rho signed the docui ttached, and not the aliciity nf that rinrairr ;r otticer com the identity gent to which truthfulness, ant pleting this )f the indivi this certif'ic accuracy. c tate of California :ounty of Oran ge � September 13,2024 befor personally appea who proved to m, subscribed to the his/her/their auth person(s) , or the certi.'fy under paragraph is tr gnatur II . win ORAN P SEAT OF proved FOR PE TRMIT ISSUANC e,Gpl Master II Date: dual ate i s Lydia Alvarez, Notary Public I - -- - - (insert name and title of the officer) GOLDEN CITY FOUNDED 1869 R� red Hector Flamencosoreiano on the basis of satisfactory evidence to kin the persons) whose name(s) is/are within instrument and acknowl orized capacity ies), and that b, entity upon behalf of which the ue and c nd and rrect. icial sea :dged to me that he/she/they executed the sai his/her/their signature(s) on the instrument th persons) acted, executed the instrument. under the laws ol the State oT California that the foregoing (Seal) t ;N 2475128 '%wr %Nor W W V 0 W V - 0 NOTARY PUBLIC • CALIFORNIA n T� ORANGE COUNTY MO& � e in 10 PL 41 '.1 9;0 Planning a ui ■ ing A Name (First, M [, Last) Project Address City, State, Zip Code Name (First, M1, Last) Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District H e cA-G r a e n c G 1232 G Sycovnore..,, 5c3n+cL- A"zL-, GA 9Z+O"i Use of Building check) Residential Commercial El Senior Housing ❑ Description of Project AAr�ed FOR PERMIT ISSUA Telephone Master ID: -Data: 4 — f -9.14 Tract/Parcel Number 102123400 Telephone Type of Project (check) NewEl AdditionEl Alteration[ Go-ra-cte -Fo ADu Ga�x1-�-��Sidn Number of Square Feet of Residential Space W30 Sq.Ft x $ 5.i'+ (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft X $ (Dev. Fee) Total $ 2,2 2 S, 10 Total $ presentations Theabove re as to square footage are true. Applicant agrees that if it is later adetityCr/County shall be ined that such representations are not true, then this certificate shall automatically terminate, and the appropriate notified. Applicant is hereby noticedthat filinga protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. Ci Yve-N C V') I Applicant Name (Pleoe Print) AA l Sogname D to e-named A licant has paid school facility fees in compliance with all existing and applicable This certifies that the aCode and Education Code.sections of the Governrn S Santa Unified School Distric DISTRIB U7VN White - CUYICaunry Canary - Applicant Pink - Facilities Authorized epresentative Date PL 41 '.1 9;0 Planning a ui ■ ing A Name (First, M [, Last) Project Address City, State, Zip Code Name (First, M1, Last) Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District H e cA-G r a e n c G 1232 G Sycovnore..,, 5c3n+cL- A"zL-, GA 9Z+O"i Use of Building check) Residential Commercial El Senior Housing ❑ Description of Project AAr�ed FOR PERMIT ISSUA Telephone Master ID: -Data: 4 — f -9.14 Tract/Parcel Number 102123400 Telephone Type of Project (check) NewEl AdditionEl Alteration[ Go-ra-cte -Fo ADu Ga�x1-�-��Sidn Number of Square Feet of Residential Space W30 Sq.Ft x $ 5.i'+ (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft X $ (Dev. Fee) Total $ 2,2 2 S, 10 Total $ presentations Theabove re as to square footage are true. Applicant agrees that if it is later adetityCr/County shall be ined that such representations are not true, then this certificate shall automatically terminate, and the appropriate notified. Applicant is hereby noticedthat filinga protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. Ci Yve-N C V') I Applicant Name (Pleoe Print) AA l Sogname D to e-named A licant has paid school facility fees in compliance with all existing and applicable This certifies that the aCode and Education Code.sections of the Governrn S Santa Unified School Distric DISTRIB U7VN White - CUYICaunry Canary - Applicant Pink - Facilities Authorized epresentative Date