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1401 S ROSEWOOD AVE, JADU #2 & ADU #3 <br />SANTA ANA, CALIFORNIA 92707 <br />A.B. <br />A/C <br />ALUM. <br />A.N.G. <br />ARCH. <br />BD. <br />BLDG. <br />BLK. <br />BLK'G. <br />B.W. <br />C. <br />C.L. <br />CLR. <br />C.O. <br />CONC. <br />CONT. <br />CSB. <br />D. <br />DBL. <br />DN <br />DWG <br />D.S. <br />DWR. <br />EL. <br />EXIST'G., (E) <br />EXT. <br />F.F. <br />F.G. <br />FIN. <br />FL. <br />F.O.S. <br />F.P. <br />F.S. <br />FT. <br />GA. <br />GALV. <br />GR. <br />GYP. <br />H.C. <br />HORIZ. <br />INT. <br />INV. <br />MANFG. <br />MANUF. <br />MAX. <br />MECH. <br />MIN. <br />M.T. <br />(N) <br />N.G. <br />N.I.C. <br />N.T.S. <br />O.H. <br />P.C. <br />PL,P.L. <br />P&S <br />PYWD. <br />REC. <br />REINF. <br />R'M <br />R.S. <br />S. <br />S.C. <br />SCH. <br />SIM. <br />STD. <br />STL. <br />STRUC. <br />SQ. <br />T.C. <br />T&G <br />THK. <br />THRU <br />T.O.P. <br />T.O.S. <br />T.W. <br />TYP. <br />VERT. <br />W. <br />W/ <br />W/IN <br />W/O <br />WD. <br />WP. <br />ANCHOR BOLT <br />AIR CONDITIONING <br />ALUMINUM <br />AVERAGE NATURAL GRADE <br />ARCHITECTURAL <br />BOARD <br />BUILDING <br />BLOCK <br />BLOCKING <br />BACK OF WALL <br />COMPACT <br />CENTER LINE <br />CLEAR <br />CLEAR OUT <br />CONCRETE <br />CONTINUOUS <br />CONCRETE SPLASH BLOCK <br />DRYER <br />DOUBLE <br />DOWN <br />DRAWING <br />DOWN SPOUT <br />DRAWER <br />ELEVATION <br />EXISTING <br />EXTERIOR <br />FINISHED FLOOR <br />FIXED GLASS <br />FINISH/FINISHED <br />FLOOR <br />FACE OF STUD OR STRUCTURE <br />FIXED PANEL <br />FINISHED SURFACE <br />FOOT/FEET <br />GAUGE <br />GALVANIZED <br />GRADE <br />GYPSUM <br />HOLLOW CORE <br />HORIZONTAL <br />INTERIOR <br />INVERT <br />MANUFACTURING <br />MANUFACTURER <br />MAXIMUM <br />MECHANICAL <br />MINIMUM <br />METAL THRESHOLD <br />NEW <br />NATURAL GRADE <br />NOT IN CONTRACT <br />NOT TO SCALE <br />OVERHANG <br />PULL CORD <br />PROPERTY LINE <br />POLE AND SHELF <br />PLYWOOD <br />RECREATION <br />REINFORCED <br />ROOM <br />ROUGH SWAN <br />STANDARD <br />SOLID CORE <br />SCHEDULE <br />SIMILAR <br />STANDARD <br />STEEL <br />STRUCTURAL <br />SQUARE <br />TOP OF CURB <br />TONGUE & GROOVE <br />THICK <br />THROUGH <br />TOP OF PLATE <br />TOP OF SLAB <br />TOP OF WALL <br />TYPICAL <br />VERTICAL <br />WASHER <br />WITH <br />WITHIN <br />WITHOUT <br />WOOD <br />WATERPROOF OR WEATHERPROOF <br />WALL LINE: <br />NUMBERS VERTICAL <br />LETTERS HORIZONTAL <br />DOOR SYMBOL NUMBERS <br />WINDOW TYPE - LETTERS <br />DETAIL <br />DETAIL IDENTIFICATION <br />SHEET WHERE DETAIL IS DRAWN <br />SECTION <br />SECTION IDENTIFICATION <br />SHEET WHERE SECTION IS DRAWN <br />INTERIOR ELEVATIONELEVATION IDENTIFICATION <br />SHEAR WALL-LETTERS <br />REVISION - NUMBERS <br />CLOUD AROUND REVISION OPTICAL <br />MATCH LINE <br />SHADED PORTION IS THE SIDE CONSIDERED <br />WORK POINT <br />NEW OR FINISHED CONTOURS <br />EXISTING CONTOURS <br />PROPERTY LINE <br />CENTER LINE <br />SHEET WHERE DETAIL IS DRAWN <br />DETAIL IDENTIFICATION <br />SECTIONAL DETAIL <br />ABBREVIATIONS LEGEND MATERIALS <br />BUILDING DATA <br />BUILDING DATA: <br />VICINITY MAP <br />PROJECT FRONT ELEVATION <br />LOT SIZE: 7,061 SQ.FT. <br />ZONING: R-1 <br />USE OF EXISTING BUILDING: <br />SINGLE FAMILY RESIDENCE <br />LEGAL DESCRIPTION: <br />APN: 013-051-01 <br />N TR 1373 BLK LOT 12 <br />MAP REFERENCE: MM 41/19 OF COUNTY OF ORANGE. <br />SCOPE OF WORK: <br />-ONE 750 S.F. ATTACHED A.D.U. & ONE 500 S.F. ADDITION TO BE <br />JADU PER CALIFORNIA GOVERNMENT CODE <br />-DEMOLISH ONE EXISTING 358 S.F. GARAGE <br />-DEMOLISH TWO EXISTING PATIO COVERS, 198 S.F. & 259 S.F. <br />APPLICABLE CODES: <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 ( CGBSC) <br />-2022 CALIFORNIA ENERGY CODE (CEnC) <br />-CITY OF SANTA ANA MUNICIPAL CODE <br />ARCHITECTURAL <br />SHEET INDEX <br />TYPE OF CONSTRUCTION: V-B <br />EXISTING LOT COVERAGE <br />EXISTING SINGLE FAMILY DWELLING: 1,160 S.F. <br />EXISTING DETACHED GARAGE: 358 S.F. <br />PATIO COVER #1: 198 S.F. <br />PATIO COVER #2: 259 S.F. <br />1,975 S.F. / 7,061 S.F. = 27% <br />MAXIMUM ALLOWED LOT COVERAGE PER ZONING CODE: 35% <br />7,061 * 35% ~ 2,471,35 S.F. <br />PROPOSED LOT COVERAGE: <br />SINGLE FAMILY DWELLING: 1,160 S.F. <br />ADDITION TO BECOME JADU UNIT #2: 500 S.F. <br />ATTACHED A.D.U. UNIT #3: 750 S.F. <br />2,410 S.F. / 7,061 S.F. = 34% <br />SQUARE FOOTAGE RATIO <br />ADU 750 S.F./ S.F.R. 1,160 S.F.= 64% <br />JADU 500 S.F./S.F.R. 1,160 S.F.= 43% <br />NOTE: THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE <br />PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE <br />GIVEN S.F. AREA€€ OF THE EXISTING PRIMARY <br />RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE <br />FOR THE ACCURACY OF THE GIVEN S.F. AREA. <br /> PARKING REQUIREMENT: NONE, PROPERTY LOCATED WITHIN <br />1/2 MILE DISTANCE FROM TRANSIT STOP <br />PROPERTY <br />NO FIRE SPRINKLERS ARE CURRENTLY INSTALLED <br />TRANSIT-STOP MAP-PROPERTY 0.15 MILE AWAY FROM TRANSIT-STOP <br />OCCUPANCY GROUP: R-3/U <br />NUMBER OF STORIES: ONE <br />FLOOD ZONE: X <br />STRUCTURAL <br />TITLE 24 <br />CITY OF SANTA ANA NOTE: <br />MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. THE BUILDING AND <br />SAFETY DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS REVISIONS REQUIRED BY <br />ANY NON-CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO ENSURE PROPOSED ADDITION OR ALTERATION <br />CAN AND WILL MEET UTILITY COMPANY REQUIREMENTS. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. <br />DEFERRED ITEMS <br />-PV SYSTEM- SEE TITLE 24 FOR REQUIREMENTS <br />-TRUSSES: <br />a. SUBMIT TWO (2) SETS OF TRUSS CALCULATIONS AND PLANS TO THE CITY FOR PLAN <br />CHECK. <br />b. THE TRUSS CALCULATIONS AND PLANS SHALL INCLUDE REVIEW OF ROOF, MECHANICAL <br />AND LATERAL LOADS (CHORD/STRUT & BRACE LOADS); ALSO INCLUDE REVIEW OF TOP <br />CHORD AND BOTTOM CHORD FOR AXIAL + FLEXURE BETWEEN PANEL JOINTS. <br />c. THE TRUSS CALCULATIONS AND PLANS SHALL BE STAMPED, SIGNED AND DATED BY A <br />LICENSED CIVIL/STRUCTURAL ENGINEER. <br />d. THE TRUSS PLANS SHALL BE “REVIEW STAMPED” AND “WET” SIGNED BY THE ENGINEER <br />OF RECORD. <br />- APPROVED PLANS TO BE SUBMITTED TO PUBLIC WORKS DIVISION FOR A FORMAL PLAN <br />CHECK REVIEW FOR AN ENCROACHMENT PERMIT IN ORDER TO UPGRADE WATER SERVICE <br />AND WATER METER. <br />A - 000 <br />Scale <br />Project number <br />Date <br />Drawn by <br />Checked by <br />Consultant <br />Address <br />Address <br />Phone <br />e-mail <br />Consultant <br />Address <br />Address <br />Phone <br />e-mail <br />2023- 015 <br />08-16-24 <br />H.M.F. & M.O. <br />N/A <br />14 <br />0 <br />1 <br /> <br />S <br /> <br />R <br />o <br />s <br />e <br />w <br />o <br />o <br />d <br /> <br />A <br />v <br />e <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 />7 <br />fo.studio11@gmail.com <br />Henry M Funes (562) 572-4620 <br />Maria Ornelas Funes (323) 715-1877 <br />10929 S Burin Ave <br />Inglewood, CA. 90304 <br />No. Description Date <br />Cover Sheet <br />He <br />c <br />t <br />o <br />r <br /> <br />H <br />e <br />r <br />n <br />a <br />n <br />d <br />e <br />z <br />Ow <br />n <br />e <br />r <br /> <br />Consultant <br />Address <br />Address <br />Phone <br />e-mail <br />50 <br />0 <br /> <br />S <br />. <br />F <br />. <br /> <br />J <br />A <br />D <br />U <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br /> <br />& <br /> <br />7 <br />5 <br />0 <br /> <br />A <br />D <br />U <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />3 <br />950 E 3rd St. Unit 4104 <br />Los Angeles CA 90013 <br />Bldg #'s 101119241-43 <br /> <br /> <br />APPROVALS: <br />PLNG - F. Arias <br />BLDG - J. Lo <br />POLICE - B. Martin <br />PUBLIC WORKS - Y. Soto <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025