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4:12 <br />(E) PORCH <br />60 SF <br />4:12 <br />(E) 1-STORY <br />MAIN UNIT <br />1,972 SF <br />4: <br />1 <br />2 <br /> <br />4: <br />1 <br />2 <br /> <br />4: <br />1 <br />2 <br />(E) COVER TO <br />BE REMOVED <br />146 SF <br />PROPERTY LINE - 80.34' <br />(E) DRIVEWAY <br />AND IMPERVIOUS <br />SURFACE <br />(E) LANDSCAPED <br />AND GRASS AREA <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />1 <br />4 <br />5 <br />. <br />8 <br />2 <br />' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />LIN <br />E <br /> <br />- <br /> <br />1 <br />4 <br />1 <br />. <br />03' <br />S <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />(E) WATER <br />METER <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />LIN <br />E <br /> <br />- <br /> <br />4 <br />6 <br />.9 <br />7 <br />' <br />(E) 5'H BLOCKWALL <br />4'-0" <br />7'-9" <br />20'-7"14'-6"14'-0" <br />26'-0" <br />12'-0" <br />70'-0" <br />6' <br />H <br /> <br />W <br />O <br />O <br />D <br />E <br />N <br />GA <br />T <br />E <br />21'-9" <br />5'-5" <br />23'-6" <br />(E) CONCRETE <br />WALKWAY <br />(E) LIGHT <br />POST <br />(E) POWER <br />POLE <br />7'-9" <br />10'-1" <br />(E) GARAGE <br />CONVERTED <br />TO ADU <br />448 SF <br />(E) 100A PANEL <br />CHANGED TO <br />100A SUB-PANEL <br />(E) SHED TO BE <br />REMOVED <br />120 SF <br />4:12 <br />6' <br />H <br /> <br />W <br />O <br />O <br />D <br />E <br />N <br />GA <br />T <br />E <br />(E) COVER TO <br />BE REMOVED <br />51 SF <br />24" (TYP.) <br />24" (TYP.) <br />24" (TYP.) <br />(N <br />) <br /> <br />3 <br />- <br />G <br />A <br />N <br />G <br />PA <br />N <br />E <br />L <br />, <br /> <br />1 <br />0 <br />0 <br />A <br />FO <br />R <br /> <br />E <br />A <br />C <br />H <br /> <br />U <br />N <br />I <br />T <br />(E <br />) <br /> <br />G <br />A <br />S <br />ME <br />T <br />E <br />R <br />6'-0" <br />5'-0" <br />10'-8" <br />29'-0" <br />7'-8" <br />21'-9" <br />12'-0" <br />11'-2" 9'-6" 20'-2"26'-9" <br />FRONT YARD <br />LANDSCAPING <br />(PER S.A.M.C. SEC. 41-240) <br />(N <br />) <br /> <br />4 <br />" <br /> <br />A <br />B <br />S <br /> <br />S <br />E <br />W <br />E <br />R <br /> <br />L <br />I <br />N <br />E <br />, <br />MI <br />N <br />. <br /> <br />2 <br />% <br /> <br />S <br />L <br />O <br />P <br />E <br />(E) 4" SEWER LINE <br />TO STREET (V.I.F.) <br />14 <br />SD-1 <br />5' & 6' UTILITY <br />EASEMENT <br />9 <br />SD-1 <br />1-HR RATED <br />OVERHANG <br />AD <br />D <br />R <br />E <br />S <br />S <br />NU <br />M <br />B <br />E <br />R <br />(N) WATER LINES: 1" <br />COPPER TYPE "L" OR <br />PVC PIPE, MIN. 18" <br />BELOW GROUND <br />3'-5" <br />AC <br />AC <br />(N) ADU 100A <br />SUB-PANEL <br />(N <br />) <br /> <br />G <br />A <br />S <br />ME <br />T <br />E <br />R <br />(N <br />) <br /> <br />G <br />A <br />S <br />ME <br />T <br />E <br />R <br /> <br />(N) 3/4" <br />WATE <br />R <br />MET <br />E <br />R <br />(N) 3/4 <br />" <br />WATE <br />R <br /> <br />METER <br />4:12 <br />(E) AREA <br />CONVERTED <br />TO JADU <br />442 SF <br />4: <br />1 <br />2 <br />AREA TO BE <br />RESTORED WITH <br />LANDSCAPING <br />ATTIC VENTILATION CALCULATION <br />TOTAL ATTIC VENTILATION AREA SHALL NOT BE <br />LESS THAN 1/150 OF THE ATTIC SPACE AREA. <br />ADU: ATTIC SPACE = 448 SF <br />ATTIC VENTS REQUIRED = 448/150 = 3 SF <br />===> PROVIDE 4 VENTS ON THE ADU, OHAGINTM 14" <br />DIAMETER ROOF VENTS (1.07 SF EACH), AS <br />INDICATED ON ROOF PLAN HEREON <br />PROJECT INFORMATION <br />OWNER: SU QUAN LE <br />TEL.: (949) 529 1999 <br />ADD.: MAIN: 746 S DEMING ST <br />JADU: 746 S DEMING ST, UNIT 2 <br />ADU: 746 S DEMING ST, UNIT 3 <br />SANTA ANA, CA 92704 <br />(E) MAIN UNIT = 1,972 SF <br />(E) PORCH = 60 SF <br />(E) GARAGE CONVERTED TO ADU = 448 SF <br />(E) LIVING AREA CONVERTED TO JADU = 442 SF <br />ADU/SFD = 448 SF / 1,972 SF = 0.23 <br />LOT COVERAGE = 1,972 + 60 + 448 = 2,480 SF <br />LIVING AREA = 1,972 + 448 = 2,420 SF <br />LOT SIZE = 8,820 SF <br />% COVERAGE = 2,480/8,820 = 28.1% <br />APN = 108-562-06 <br />ZONE = R3 <br />FLOOD ZONE = A <br />NUMBER OF STORY = 1 <br />TYPE OF CONSTRUCTION = VB <br />(E) UNIT'S FIRE SPRINKLER = NOT EQUIPPED <br />APPLICABLE BUILDING STANDARDS <br />1. 2022 CALIFORNIA MECHANICAL CODE (CMC) <br />2. 2022 CALIFORNIA BUILDING CODE (CBC) <br />3. 2022 CALIFORNIA RESIDENTIAL CODE (CRC) <br />4. 2022 CALIFORNIA PLUMBING CODE (CPC) <br />5. 2022 CALIFORNIA ELECTRICAL CODE (CEC) <br />6. 2022 CALIF. ENERGY EFFICIENCY STANDARD <br />7. 2022 CALIF. GREEN BUILDING STANDARDS <br />8. CITY OF SANTA ANA ORDINANCES <br />DRAWING INDEX <br />A1. SITE/ROOF PLAN - GENERAL NOTES <br />A2. (E) FLOOR PLAN <br />LETTER OF MAP AMENDMENT <br />A3. (N) FLOOR PLAN <br />A4. ELEVATION - BUILDING SECTIONS <br />A5. DRAINAGE PLAN <br />SN-1. STRUCTURAL GENERAL NOTES <br />S-1. FOUNDATION PLAN - FRAMING PLAN <br />SD-1. STRUCTURAL DETAILS <br />T1-3. TITLE 24 PLAN <br />T4-5. GREEN BUILDING STANDARDS CODE <br />SCOPE OF WORK <br />1. CONVERT EXISTING 448 SF ATTACHED GARAGE <br />TO AN ADU (1 BEDROOM - 1 BATHROOM) <br />2. CONVERT EXISTING 442 SF LIVING AREA TO A <br />JADU (1 BEDROOM - 1 BATHROOM) <br />3. RELOCATE EXISTING 100A PANEL TO JADU <br />4. REMOVE A DETACHED SHED AND 2 (E) ATTACHED <br />COVERS, AS INDICATED IN SITE PLAN HEREON <br />5. RELOCATE WASHER, DRYER AND WATER HEATER <br />INTO EXISTING KITCHEN <br />CONSTRUCTION NOTES <br />1. CONSTRUCTION WORK HOURS ARE 7AM - 7PM, <br />M-F; 9AM - 7PM, SATURDAY; NO SUNDAY OR LEGAL <br />HOLIDAYS. <br />2. THERE SHALL BE NO TRENCHES OR EXCAVATIONS <br />5' OR MORE IN DEPTH INTO WHICH A PERSON IS <br />REQUIRED TO DESCEND, OR OBTAIN PERMIT FROM <br />STATE OF CA, DIVISION OF OCCUPATIONAL SAFETY <br />AND HEALTH (CAL/OSHA). THIS PERMIT AND ANY <br />OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR <br />TO COMMENCE OF ANY WORK. <br />VICINITY MAP <br />ADU PARKING EXEMPTION NOTE <br />PROPOSED ADU IS LOCATED WITHIN ONE-HALF MILE <br />TO OCTA ROUTE 66 ALONG McFADDEN AVE. AT SAIL <br />ST., PURSUANT TO ASSEMBLY BILL 68, NO PARKING <br />IS REQUIRED FOR THE ADU. <br />GENERAL NOTES <br />1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES (UNLESS NOTED OTHERWISE ON THESE PLANS AND <br />SPECIFICATIONS) AND ALL THE FOLLOWING NOTES, DRAWINGS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL COORDINATE <br />THE INTENT OF GENERAL NOTES WITH MECHANICAL, ELECTRICAL, AND PLUMBING TRADES. <br />2. THE GENERAL CONTRACTOR OBTAINS AND PAYS FOR ALL REQUIRED PERMITS AND ARRANGES FOR ALL REQUIRED INSPECTIONS. <br />3. ALL WORK SHALL COMPLY WITH LATEST EDITION OF BUILDING CODES AS ADOPTED BY THE CITY OF SANTA ANA AND ALL OTHER <br />APPLICABLE REGULATIONS. <br />4. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL SITES CONDITIONS, DIMENSIONS AND ELEVATION BEFORE STARTING <br />THE WORK, AND NOTIFY THE DESIGNER OF ANY DISCREPANCY, IN WRITING, PRIOR TO PROCEEDING. <br />5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO <br />PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH <br />THE PROSECUTION OF SUCH WORK. <br />6. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THE UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO THE <br />EXCAVATION. <br />7. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, <br />SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITE OR BY THE <br />CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. <br />8. ALL NEW ROOF MATERIALS, STUCCO AND WINDOWS SHALL MATCH EXISTING COLOR AND STYLE. <br />EMERGENCY EGRESS NOTES <br />1. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET. <br />2. MIN. 5 SQUARE FEET FOR GRADE-FLOOR OPENINGS <br />3. MIN. SET CLEAR HEIGHT OF 24 INCHES. <br />4. WINDOW TO BOTTOM OF CLEAR OPENING SHALL BE NO MORE THAN 44 INCHES. <br />STUCCO NOTES <br />1. A CORROSION RESISTANT WEEP SCREED 2" BELOW PLATE, 6" (2" FOR CONCRETE WALKWAY) ABOVE GRADE THAT ALLOWS TRAPPED <br />WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING IS REQUIRED BELOW THE STUCCO AT THE FOUNDATION PLATE LINE. <br />2. 7/8" MIN. THICK THREE-COAT APPLICATION (SCRATCH, BROWN AND FINISH) OVER SELF-FURRING GALVANIZED WIRE LATH OVER <br />GRADE D BUILDING PAPER AND WIRE BACKING. <br />3. EXTERIOR LATH: PROVIDE 2 LAYERS OF GRADE D PAPER OVER SHEATHING OR WOOD STUDS <br />SETBACK AND PROPERTY LINE NOTE <br />THE OWNER/CONTRACTOR SHALL CONSULT WITH A LAND SURVEYOR TO DETERMINE IF A LOT/BOUNDARY SURVEY IS NEEDED TO <br />VERIFY SETBACKS OF EXISTING AND PROPOSED STRUCTURES WITH RESPECT TO PROPERTY LINES. IN THE EVENT THERE IS <br />DISCREPANCY BETWEEN PROPOSAL AND FIELD MEASUREMENTS OF SETBACK, THE DESIGNER SHALL BE NOTIFIED; AND REVISION <br />SHALL BE SUBMITTED FOR CITY APPROVAL. <br />ELECTRICAL METER RELOCATION NOTE <br />THE CONTRACTOR SHALL CONTACT SOUTHERN <br />CALIFORNIA EDISON (SCE) @ 800-655-4555 TO <br />OBTAIN A NEW METER SPOT APPROVAL AND <br />INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING <br />THE NEW METER SERVICE PANEL. LOCATION AND <br />AMPERAGE OF NEW METER IN THIS PLAN ARE ONLY <br />PROPOSAL AND SUBJECT TO SCE FINAL APPROVAL. <br />SI <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />RO <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br /> <br />OW <br />N <br />E <br />R <br />SU <br /> <br />Q <br />U <br />A <br />N <br /> <br />L <br />E <br />TE <br />L <br />: <br /> <br />( <br />9 <br />4 <br />9 <br />) <br /> <br />5 <br />2 <br />9 <br /> <br />1 <br />9 <br />9 <br />9 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />MA <br />I <br />N <br /> <br />U <br />N <br />I <br />T <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />JA <br />D <br />U <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />AD <br />U <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />3 <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 />4 <br />DATE 03/25/2024 <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br /> <br />4 <br />4 <br />8 <br /> <br />S <br />F <br /> <br />A <br />D <br />U <br />AN <br />D <br /> <br />4 <br />4 <br />2 <br /> <br />S <br />F <br /> <br />J <br />A <br />D <br />U <br /> <br />SHEET <br />A1 <br />REVISION <br />DATE BY <br />1 <br />2 <br />3 <br />PROJECT ENGINEER <br />BEN PHAN <br />10822 WOODWARD LN <br />GARDEN GROVE, CA 92840 <br />TEL: (714) 251 4537 <br />LANDSCAPING LEGEND <br />GRASS OR ACCEPTABLE DRY <br />CLIMATE GROUND COVER <br />POP-UP SPRINKLER <br />NEW 5 GAL. JUNIPER BUSH (TYP. 6) <br />NEW 1 GAL. ENCORE AZALEA (TYP. 12) <br />FRUIT TREES ( VARIETY - MAX. 20' APART) <br />NEW 24" BOX KING PALM OR SIMILAR, <br />TREE SHALL BE DOUBLE-STAKED <br />PROPOSED <br />SITE/ROOF PLAN <br />SCALE: 1/8" = 1'-0" <br />BUILDING NOTES <br />1. ALL CONCEALED WORK INSTALLED <br />WITHOUT PERMITS MUST BE EXPOSED FOR <br />INSPECTION TO THE SATISFACTION OF THE <br />BUILDING INSPECTOR. THIS INCLUDES <br />METHODS OF ATTACHMENT AND ALL <br />FOOTINGS, STRUCTURAL MEMBERS, <br />MECHANICAL, ELECTRICAL, PLUMBING AND <br />INSULATION. <br />2. MECHANICAL, ELECTRICAL AND PLUMBING <br />ARE NOT PART OF THIS PLAN REVIEW AND <br />APPROVAL. MEP ARE SUBJECT TO BUILDING <br />FIELD INSPECTION. <br />FRONT YARD NOTES <br />1. FRONT YARD LANDSCAPING SHALL COMPLY WITH <br />S.A.M.C. SEC. 41-240. <br />2. LANDSCAPING AREAS SHALL BE DESIGNED WITH AN <br />AUTOMATIC IRRIGATION SYSTEM WITH POP-UP <br />SPRINKLERS. DRIP, BUBBLER OR OTHER LOW <br />GALLONAGE SYSTEMS MAY BE USED IN BUFFER <br />AREAS AND NARROW STRIPS. <br />3. FRONT YARD LANDSCAPING, IF NOT PRESENT, <br />SHALL BE RESTORED WITH LIVE VEGETATION <br />(GRASS OR ACCEPTABLE DRY CLIMATE GROUND <br />COVER). <br />4.FENCE IN FRONT YARD SHALL COMPLY WITH S.A.M.C. <br />SEC. 41-610 AND SHALL NOT EXCEED 3' IN HEIGHT. <br />BUILDING DEPARTMENT NOTES <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 <br />GAS 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. <br />MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. <br />BUILDING NOTE <br />THE ADU SF / SFD SF RATIO IS FOR PARK & <br />RECREATION FEE PURPOSE ONLY. THE APPLICANT <br />IS RESPONSIBLE FOR THE GIVEN "SFR SF" OF THE <br />EXISTING PRIMARY RESIDENCE; BUILDING SAFETY <br />STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY <br />OF THE GIVEN "SFR SF". <br />BLDG # 101121002-04 <br />APPROVALS <br />BLDG - JLo <br />PLNG - CSantana <br />POLICE - BMartin <br />746 S Deming St, Unit# 2 <br />& 31/23/2025