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DI <br />A <br />N <br />N <br />E <br /> <br />S <br />T <br />20'-6"44'-2"17'-0" <br />57 <br />' <br />- <br />2 <br />" <br />5' <br />- <br />4 <br />" <br />5' <br />- <br />0 <br />" <br />24'-5"28'-2"36'-6" <br />12 <br />' <br />- <br />0 <br />" <br />20 <br />' <br />- <br />1 <br />1 <br />" <br />29 <br />' <br />- <br />3 <br />" <br />7'-5" <br />7' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />5' <br />- <br />4 <br />" <br />3' <br />- <br />2 <br />" <br />LEGEND <br />PATH OF TRAVEL TO ADU <br />SI <br />T <br />E <br /> <br /> <br />P <br />L <br />A <br />N <br />A-100 <br />1/8" = 1'-0" <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />AD <br />U <br /> <br /> <br />90 <br />7 <br /> <br />D <br />I <br />A <br />N <br />N <br />E <br /> <br />S <br />T <br /> <br /> <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br />2 <br />SF <br />D <br /> <br />90 <br />7 <br /> <br />D <br />I <br />A <br />N <br />N <br />E <br /> <br />S <br />T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />AP <br />N <br />: <br /> <br />4 <br />0 <br />0 <br />- <br />1 <br />6 <br />4 <br />- <br />0 <br />8 <br />SHEET NUMBER: <br />CL <br />I <br />E <br />N <br />T <br /> <br />R <br />E <br />V <br />I <br />E <br />W <br /> <br />S <br />E <br />T <br />DB: W.V.FILE VER: 1.15 <br />DATE: 1.17.2024 <br />SCALE: <br />JOB ID: DIANNE <br />T E R M S O F U S E A N D RE S T R I CT I O N S: <br />THESE PLANS ARE THE INTELLECTUAL <br />P R O P E R T Y O F V A L L E C I O S D E S I G N <br />STUDIO AND MUST BE USED ONLY FOR <br />THE ADDRESS AND CLIENT FOR WHICH <br />T H E S E P L A N S W E R E P R E P A R E D . <br />FURTHERMORE, THESE DRAWINGS MAY <br />NOT BE COPIED, TRACED, OR SHARED <br />IN ANY FORM, IN PART OR AS A WHOLE, <br />W I T H O U T W R I T T E N C O N S E N T O F <br />V A L L E C I O S D E S I G N S T U D I O . <br />A C K N O W L E D G E M E N T W I T H T H E S E <br />R E S T R I C T I O N S A R E A S S U M E D W I T H <br />THE USE OF THESE PLANS. FAILURE TO <br />COM P L Y W I L L R E S U L T IN I MM E D I A TE <br />LEGAL ACTION TO COMPENSATE EACH <br />P R O H I B I T E D U S E O F T H E S E P L A N S . <br />81 <br />8 <br />. <br />5 <br />5 <br />4 <br />. <br />8 <br />8 <br />3 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />v <br />a <br />l <br />l <br />e <br />c <br />i <br />o <br />s <br />@ <br />g <br />m <br />a <br />i <br />l <br />. <br />c <br />o <br />m <br />DE <br />S <br />I <br />G <br />N <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br /> <br />- <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />M <br />A <br />N <br />A <br />G <br />E <br />M <br />E <br />N <br />T <br />REVISIONS:BY: <br />W <br />W <br />W <br />. <br />V <br />A <br />L <br />L <br />E <br />C <br />I <br />O <br />S <br />. <br />C <br />O <br />M <br />D <br />I <br />G <br />I <br />T <br />A <br />L <br />L <br />Y <br /> <br />S <br />I <br />G <br />N <br />E <br />D <br /> <br />O <br />N <br /> <br />1 <br />2 <br />. <br />1 <br />2 <br />. <br />2 <br />0 <br />2 <br />4 <br />SHEET INDEX <br />DESIGN - PRIMARY CONTACT <br />VALLECIOS - DESIGN | PROJECT MANAGEMENT <br />818.554.8831 VALLECIOS@GMAIL.COM <br />OWNER <br />MICHAEL AND VAN SUATENGCO <br />661.733.5220 SWANCLAN1744@GMAIL.COM <br />PROJECT CONTACTS <br />SCOPE OF WORK <br />SITE INFORMATION <br />THIS PROJECT IS TO BE IN COMPLIANCE WITH: <br />2022 CALIFORNIA RESIDENTIAL BUILDING CODE <br />2022 CALIFORNIA GREEN CODE <br />2022 CALIFORNIA ELECTRICAL CODE <br />2022 CALIFORNIA FIRE CODE <br />2022 CALIFORNIA MECHANICAL CODE <br />2022 CALIFORNIA PLUMBING CODE <br />2022 CALIFORNIA ENERGY CODE <br />CITY OF SANTA ANA MUNICIPAL CODE <br />COMPLIANCE <br />VICINITY MAP <br />APN: 400-164-08 <br />SANTA ANA, CA 92071 <br /> ADU 907 DIANNE ST Unit #2 <br /> SFD 907 DIANNE ST <br />NEW 351 SQ.FT. ATTACHED ACCESSORY DWELLING UNIT (ADU) <br />AT REAR OF EXISTING SINGLE FAMILY DWELLING. <br />- DEMOLITION OF EXISTING 245 SQ.FT. SUNROOM, INFILL <br />DOOR OPENING CONNECTING MAIN RESIDENCE TO SUNROOM <br />A-100 SITE PLAN <br />A-200 EXISTING FLOOR PLAN & DEMO PLAN <br />A-201 PROPOSED FLOOR PLAN <br />A-210 ELEVATIONS <br />A-230 ROOF PLAN <br />A-240 ELECTRICAL LAYOUT PLAN <br />PROPERTY PROFILE <br />CONSTRUCTION TYPE:V-B <br />BUILDING HEIGHT:±10'-9" <br />FIRE SPRINKLERS:NO <br />OCCUPANCY:R-3, U <br />(E) SFD SIZE:1,313 <br />ADU SIZE:351 <br />ADU TO SFD RATIO:26.73% <br />ASSESSMENT NO.400-164-08 <br />LOT NUMBER 20 <br />LEGAL START DATE 10/16/1956 <br />LOT TYPE LOT <br />DOC. NO.MM 109/1-2 <br />MAP NO.TR 2109 <br />DOC. REF. NO.200800496277 <br />DOC. REF. DATE <br />LEGAL DESCR.N-TRACT:2109 BLOCK: LOT: 20 <br />SITE ADRESS 907 DIANNE ST <br />LANDUSE 163 <br />AREA SQFT 6000 <br />PERIM. FT 313 <br />CITY/STATE SANTA ANA <br />ZIPCODE 92701 <br />JOBSITE <br />N <br />SITE PLAN <br />PROJECT NOTES: <br />BLD/SFTY CORR. <br />10.3.2024 <br />W.V. <br />D.V.1 <br />S-001 GENERAL NOTES <br />S-002 GENERAL NOTES <br />S-003 TYPICAL DETAILS <br />S-004 TYPICAL DETAILS <br />S-100 FOUNDATION AND FRAMING PLANS <br />S-200 DETAILS <br />G-100 T-24 (1 OF 2) <br />G-200 T-24 (2 OF 2) <br />G-300 GREEN BUILDING FORMS <br />G-400 GREEN BUILDING FORMS <br />STRUCTURAL ENGINEER <br />NICK SIVUSHENKA | SAA STRUCTURAL <br />323.448.4682 NICK@SAAENG.COM <br />·INDOOR AIR QUALITY VENTILATION <br />·KITCHEN RANGE HOOD <br />·VERIFIED REFRIGERANT CHARGE <br />·VERIFIED HEAT PUMP RATED HEATING CAPACITY <br />HERS FEATURE SUMMARY <br />SOILS REPORT EXEMPTION <br />SOILS REPORT MAY BE EXEMPTED FOR PROJECTS THAT MEET CITY'S SOIL <br />REPORT EXEMPTION HANDOUT (FORM PCC-06): <br />One-story and two-story attached additions to an existing single-family dwelling. <br />MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS <br />1)Depth of foundations below the natural grade shall not be less than 18 inches. <br />2)Continuous foundations shall be reinforced with at least four continuous #4 <br />reinforcing bars, two #4 bars at the top and two #4 bars at the bottom. <br />3)Slab construction shall be minimum 4” thick, reinforced with #4 bars at 18” on <br />center each way. <br />4)Doweling of the new foundations and slabs into the existing foundations and <br />slabs shall be required. Dowels shall be a minimum of 6” into the existing <br />concrete and shall extend a minimum of 24” into the new concrete. Dowels shall <br />be minimum #3 bars at 18” on center or #4 bars at 24” on center <br />NOTE: The structural plans meet these (4) conditions. <br /> See Foundation Plan on Sheet S-1.0 <br />THE ADU SF / SFD SF RATIO IS FOR PARK & REC <br />FEE PURPOSE ONLY. THE APPLICANT IS <br />RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE <br />EXISTING PRIMARY RESIDENCE; BUILDING <br />SAFETY STAFF ARE NOT RESPONSIBLE FOR THE <br />ACCURACY OF THE GIVEN “SFR SF” OF THE <br />EXISTING RESIDENCE. <br />BLD/SFTY CORR. <br />6.5.2025 <br />W.V. <br />D.V.2 <br />FEMA <br />907 DIANNE ST, SANTA ANA, CA [APN 400-164-08] <br />IS NOT IN A FEMA DESIGNATED ZONE <br />Bldg #'s 101121715-16 <br />APPROVALS: <br />PLNG - V. Estrada <br />BLDG - CSG <br />POLICE - B. Martin <br />PUBLIC WORKS - B. Sarlak