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SHEET NO.: <br />SHEET TITLE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br />OC <br />- <br />A <br />D <br />U <br /> <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br /> <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br /> <br />A1 <br />PROJECT <br />DATA <br />2025/01/20 <br />10 <br />1 <br />2 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br /> <br />& <br /># <br />2 <br /> <br />( <br />D <br />U <br />P <br />L <br />E <br />X <br />' <br />S <br />) <br />10 <br />1 <br />4 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br />U <br />N <br />I <br />T <br /># <br />2 <br /> <br />( <br />A <br />D <br />U <br />' <br />S <br />) <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />1012 & 1014 W THIRD ST., SANTA ANA, CA 92703 <br />SCOPE OF WORK: <br />1. CONVERT (E) 900 SF 4-CAR GARAGE INTO 2 ADUs; 1 BED AND BATH EACH <br />2. LEGALIZE UNPERMITTED PATIO <br />DATA: <br />THIS PROJECT SHALL COMPLY WITH THE: <br />2022 CALIFORNIA RESIDENTIAL CODE (CRC) <br />2022 CALIFORNIA MECHANICAL CODE (CMC) <br />2022 CALIFORNIA PLUMBING CODE (CPC) <br />2022 CALIFORNIA ELECTRICAL CODE (CEC) <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE <br />(CGBSC) <br />2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS <br />(CEES) <br />2022 CALIFORNIA BUILDING CODE (CBC) <br />CODE REQUIREMENTS: <br />THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET <br />OR MORE INDEPTH INTO WHICH A PERSON IS REQUIRED <br />TO DESCEND OR OBTAINPERMIT FROM STATE OF <br />CALIFORNIA, DIVISION OF OCCUPATIONALSAFETY AND <br />HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER <br />SAFETYPERMIT SHALL BE OBTAINED PRIOR TO <br />COMMENCE OF ANY WORK. <br />CAL/OSHA NOTE: <br />1. <br />2. <br />3. <br />a. <br />b. <br />c. <br />65% OF NONHAZARDOUS CONSTRUCTION AND <br />DEMOLITIONDEBRIS SHALL BE SALVAGED, RECYCLED, <br />AND/OR RESUSED. <br />BUILDING MATERIALS WITH VISIBLE SIGNS OF <br />WATERDAMAGAE SHALL NOTE BE INSTALLED.WALL AND <br />FLOOR FRAMING SHALL NOT BE ENCLOSED WHENTHE <br />FRAMING MEMEBERS EXCEED19% MOISTURE CONTENT. <br />INSULATION PRODUCTS WHICH AREVISIBLY WET OR HAVE <br />HIGH MOISTURE CONTENT SHALL BEREPLACED OR <br />ALLOWED TO DRY PRIOR TO ENCLOSURE INWALLOR <br />FLOOR CAVITIES (CGBSC 4.505.3) <br />PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OR SOILD <br />ANDARE NOT PART OF LARGER DEVELOPMENTS THAT <br />DISTURBMORE THAN 1-ACRE, SHALL MANAGE STORM <br />WATER DRAINAGEDURING CONSTRUCTION. THE <br />FOLLOWING MEASURES MAY BEIMPLEMENTED TO <br />PREVENT FLOODING OF ADJACENTPROPERTIES, <br />PREVENT EROSION, AND RETAIN SOIL RUNOFF ONTHE <br />SITE: <br />WHERE STORM WATER IS CONVEYED TO A PUBLIC <br />DRAINAGESYSTEM, COLLECTION POINT, GUTTER, OR <br />SIMILAR DISPOSALMETHOD, WATER SHALL BE <br />FILTERED BY US OF A BARRIERSYSTEM, WATTLE, OR <br />OTHER METHOD APPROVED BY THEENFORCING <br />AGENCY. <br />COMPLIANCE WITH A LAWFULLY ENACTED STORM <br />WATERMANAGEMENT ORDINANCE <br />RETENTION BASINS OF SUFFICIENT SIZE SHALL BE <br />UTILIZEDTO RETAIN STORM WATER ON THE SITE. <br />CALGREEN NOTES:SHEET INDEX <br />NO. SHEET SHEET NAME <br />1 A1 PROJECT DATA <br />2 A2 SITE PLAN <br />3 A3 EXISTING HOUSE <br />4 A4 PROPOSED ADU FLOOR & ROOF PLAN <br />5 A5 PROPOSED ELECTRICAL PLAN <br />6 A6 ADU ELEVATIONS & SECTION <br />7 A7 EROSION & SEDIMENT CONTROL PLAN <br />8 A8 EXISTING & PROPOSED CONTOUR MAP <br />9 A9 SINGLE FAMILY RESIDENTIAL MANDATORY <br />REQUIREMENTS <br />10 A10 FRAME BACKING FOR FUTURE GRAB BAR <br />INSTALLATIONS <br />11 AD.1 ARCHITECTURAL DETAILS <br />12 AD.2 ARCHITECTURAL DETAILS <br />13 CG.1 CAL. GREEN REQUIREMENTS <br />14 CG.2 CAL GREEN REQUIREMENTS <br />15 S-1 FOUNDATION PLAN <br />16 S-2 FRAMING PLAN (ADU) <br />17 SD1 STRUCTURAL DETAILS <br />18 T24-1 TITLE 24 SHEET <br />19 T24-2 TITLE 24 SHEET <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />PLANNING CLEARANCE REQUIRED FOR OVERHEAD <br />SERVICE LINE. <br />“PV IS A DEFERRED APPROVAL AND BUILDING <br />CANNOT BE OCCUPIED UNTIL PV IS APPROVED BY <br />CITY.” <br />NEW ADU SHALL MATCH EXISTING RESIDENCE <br />ARCHITECTURAL STYLE, BUILDING MATERIALS, WINDOW <br />STYLE, WINDOW FRAMES,ROOFING STYLE, ALL <br />MATERIALS AND DESIGN. <br />RECOMPACT 4’ OVER EXCAVATION PRIOR TO <br />TRENCHING FOR THE UTILITY AND/OR FOUNDATION. 90% <br />COMPACTION REPORT IS REQUIRED AT THE TIME OF <br />FOUNDATION INSPECTION. DAMP PROOFING, BASE <br />COURSE AND PRE-SATURATION ARE REQUIRED. <br />PROVIDE 5” SLAB ON GRADE REINFORCED WITH #4 AT <br />18” ON CENTERS EACH WAY OVER 4” BASE OF ½” OR <br />LARGER CLEAN AGGREGATE WITH 10 MIL VAPOR <br />RETARDER INDIRECT CONTACT WITH CONCRETE. SLAB <br />SHALL BE TIED-IN TO CONTINUOUS 12” WIDEX 24” <br />(MINIMUM EMBEDMENT INTO FIRM SOIL) FOUNDATION. <br />CONTINUOUS FOUNDATION MUST BE REINFORCED WITH 2 <br />#5 (OR 3 #4) TOP AND BOTTOM. <br />ALL CONCRETE SHALL BE FC’=4,500 PSI (MINIMUM) WITH <br />TYPE V CEMENT MAXIMUM WATER CEMENT RATIO OF <br />0.45. NO SPECIAL INSPECTION REQUIRED IF CONCRETE <br />TRUCK MIX TICKET IS PROVIDED. <br />MECHANICAL, ELECTRICAL, AND PLUMBING ARE NOT <br />PART OF THIS PLAN REVIEW AND APPROVAL. THE <br />BUILDING AND SAFETY DIVISION PLAN REVIEW DOES <br />NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS <br />REVISIONS REQUIRED BY ANY NON-CITY UTILITY <br />COMPANY. IT IS SOLELY ON THE CONTRACTOR TO <br />ENSURE PROPOSED ADDITION OR ALTERATION CAN <br />AND WILL MEET UTILITY COMPANY REQUIREMENTS. MEP <br />ARE SPUBJECT TO BUILDING FIELD INSPECTION, <br />GENERAL NOTES: <br />JOB LOCATION <br />SUBJECT PROPERTY IS 0.2 MILES TO THE NEAREST BUS STOP <br />AREA LIVING (SF) GARAGE (SF) PORCH (SF) BEDROOM BATHROOM <br />(E) UNIT #1014 640.5 450 0 2 1 <br />(E) UNIT #1012 544.5 450 0 1 1 <br />(N) ADU UNIT #A 450 -450 0 1 1 <br />(N) ADU UNIT #B 450 -450 0 1 1 <br />TOTAL 2085 0 0 5 4 <br />LOT COVERAGE 2485 <br />LOT SIZE 5250 <br />% OF LOT <br />COVERAGE <br />47.33% <br />NOT TO SCALE <br />PROJECT <br />LOCATION <br />EXISTING + ADU + GARAGE + PORCH <br />DIG ALERT (811) TO BE CONTACTED <br />AND THAT COMPLIANCE WITH <br />EXCAVATION SAFETY IN <br />ACCORDANCE WITH THE <br />GOVERNMENT CODE 4216 WILL BE <br />FOLLOWED PRIOR TO ANY <br />EXCAVATION TAKING PLACE. <br />OWNER/S : HUGO PRADO <br />PARCEL NUMBER : 0405-163-17 <br />LOT SIZE : 5250 SF <br />ZONE : R1 <br />CONTACT NUMBER : 310-955-6409 <br />EMAIL ADDRESS : only_hp@hotmail.com <br />TYPE OF CONSTRUCTION ; V-B <br />OCCUPANCY : R-3 <br />VHFHSZ : NO <br />FLOOD ZONE : X <br />a. (N) ADU #1/SFD = 450 SF/1,185 SF = 38% <br /> (N) ADU #2/SFD = 450 SF/1,185 SF = 38% <br />b. THE ADU SF/ SFD SF RATIO IS FOR PARK & REC. FEE PURPOSE ONLY. THE APPLICANT <br />IS RESPONSIBLE FOR THE GIVEN SFR SF OF THE EXISTING PRIMARY RESIDENCE; BUILDING <br />SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN SFR SF. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />No <br />. <br /> <br />D <br />A <br />T <br />E <br /> <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />Bldg #'s 101121802-03 & 05 <br /> <br />APPROVALS: <br />PLNG - F. Arias <br />BLDG - J. Lo <br />POLICE - B. Martin <br />PUBLIC WORKS - Y. Soto <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025