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2515 & 2517 N Cotter St - Plan
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Last modified
6/6/2025 1:19:14 PM
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6/6/2025 1:18:27 PM
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101120876
101120877
101120878
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2517 N Cotter St
2515 N Cotter St
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10X20 10X20 <br />20'-0" <br />FRONT YARD SETBACK <br />15 <br />' <br />- <br />0 <br />" <br />SI <br />D <br />E <br /> <br />Y <br />A <br />R <br />D <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />5' <br />- <br />0 <br />" <br />SI <br />D <br />E <br />YA <br />R <br />D <br />SE <br />T <br />B <br />A <br />C <br />K <br />20'-0" <br />REAR YARD SETBACK <br />7' <br />- <br />9 <br />" <br />17 <br />' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />5'-3" <br />25'-0" <br />PL TO CL OF STREET <br />18'-0" <br />CURB <br />& GUTTER to CL OF STREET <br />10'-0" <br />TO REMAIN <br />5' <br />- <br />0 <br />" <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />10 <br />' <br />- <br />9 <br />" <br />MI <br />N <br />. <br />25' OBSTRUCTION FREE <br />25 <br />' <br /> <br />O <br />B <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />F <br />R <br />E <br />E <br />7'-0" <br />PL TO CURB <br />12 <br />' <br />- <br />4 <br />" <br />PL <br /> <br />T <br />O <br /> <br />C <br />U <br />R <br />B <br />5'-0" <br />22'-6" <br />17 <br />' <br />- <br />0 <br />" <br />58'-10" <br />16'-5" <br />79'-0"25 <br />' <br />- <br />0 <br />" <br />18'-0" <br />8'-5" <br />TO REMAIN <br />1' <br />- <br />0 <br />" <br />2'-0" <br />GABLE VENT <br />ROOF RIDGE <br />VENTILATION <br />CEILING JOIST <br />CEILING <br />INSULATION <br />EAVE VENTILATION <br />MECHANICAL <br />ROOF VENT MA <br />I <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />: <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />B <br />A <br />O <br /> <br /> <br />P <br />H <br />A <br />M <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />LICENSED ARCHITECT <br />STATEOF CALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />13 <br />1 <br />0 <br /> <br />N <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br /> <br />| <br /> <br /> <br />b <br />a <br />o <br />@ <br />b <br />p <br />d <br />o <br />- <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />. <br />c <br />o <br />m <br /> <br /> <br />| <br /> <br /> <br />7 <br />1 <br />4 <br />. <br />4 <br />5 <br />7 <br />. <br />0 <br />4 <br />3 <br />6 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />1 <br />2 <br />3 <br />ISSUANCE <br />Designed plans and specifications <br />represented by these drawings are <br />properties of BPDO and were <br />developed for use in connection with <br />each particular project. None of these <br />plans and ideas shall be used, <br />duplicated, disclosed, in part or in <br />whole, without written permission of <br />BPDO. <br />2024.06.28 PLANNING SUBMTTAL <br />2024.08.05 CYCLE 1 SUBMITTAL <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />: <br />25 <br />1 <br />5 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />AP <br />P <br />L <br />I <br />C <br />A <br />N <br />T <br />: <br /> <br />M <br />A <br />D <br />E <br />L <br />E <br />N <br />E <br /> <br />T <br />R <br />A <br />N <br /> <br />/ <br /> <br />94 <br />9 <br />. <br />3 <br />4 <br />5 <br />. <br />9 <br />1 <br />7 <br />5 <br />DIGITAL STAMP/ SIGNATURE <br />2024.11.08 CYCLE 2 SUBMITTAL <br />2024.12.12 CYCLE 3 SUBMITTAL <br />2025.01.02 PW CYCLE 2 SUBMITTAL <br />4 2025.01.13 OWNER REQ FIELD REV <br />PROPOSED SITE PLAN <br />AND ROOF PLAN <br />1. ROOF OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER <br />APPROVED MATERIAL WITH 1/6 INCH MINIMUM AND 1/4 INCH MAXIMUM OPENING <br />2. A MINIMUM OF 1 INCH AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND <br />ROOF SHEATHING <br />3. UNVENTED ATTIC ASSEMBLIES SHALL MEET ALL THE CONDITIONS IN SECTION <br />R806.4 <br />4. TYPICAL ROOF OVERHANG 1'-6" - U.N.O <br />5. TYPICAL ROOF OVERHANG RAKE 1'-6" - U.N.O <br />6. BUILT UP MEMBRANE TYPICALLY W/ BITUTHENE MEMBRANE - U.N.O <br />7. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/ TRUSS MANUFACTURER <br />TO ACCOMMODATE ALL ATTIC VENTS. <br />8. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER PROOF AND WALL <br />MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" IN THE <br />SAME MANNER PRESCRIBED FOR WINDOW INSTALLATION <br />9. PROVIDE APPROVED INSULATION DAMS ( BAFFLES) WHERE VENT BLOCKS ARE <br />USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT HOLES <br />ADU ATTIC VENTILATION <br />ROOF NOTES <br />ROOF VENTILATIION DIAGRAM <br />ROOF SPECIFICATION: <br />1. ROOF: CLASS 'A' FIRE RATING - <br />ROOF MATERIAL: SHINGLE CLASS "A" MIN <br />OWENS CORING ROOFING <br />ASPHALT - CRRC: 0890-0014 <br />ESR 2664 W/ LAYERS OF <br />UNDERLAYMENT <br />UNDERLAYMENT: ASTM D 226, <br />TYPE I OR ASTM D 4869 TYPE I <br />PER 2022 CBC CHAPT. 15 OR <br />2022 CRC R902.1 <br />MFG: AIR VENT INC. OR EQUAL <br />PRODUCT INFO: <br />ALUMINUM GABLE VENT <br />FLUSH FLANGE <br />MFG: O'HAGIN OR EQUAL <br />PRODUCT INFO: <br />TAPERED LOW-PROFILE VENTS <br />CLASS A RATED <br />STAINLESS STEEL <br />MFG: <br />MAURICE FRANKLIN OR EQUAL <br />PRODUCT INFO: <br />2.5" <br />ALUMINUM <br />STAINLESS STEEL <br />EQ EQ EQ EQ <br />1/ <br />2 <br />" <br />1/ <br />2 <br />" <br />FOR REFERENCE ONLY <br />10 <br />A3.0 <br />OVERHANG <br />TYP. <br />EAVE OVERHANG <br />EAVE OVERHANG <br />SP1.2 <br />UTILITY EASEMENTS <br />SOLAR PANEL SOLAR PANEL <br />6 : 126 : 12 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />10 <br />A3.0 <br />1HR RATED <br />OVERHANG <br />TYP. <br />EA <br />V <br />E <br /> <br />O <br />V <br />E <br />R <br />H <br />A <br />N <br />G <br />1H <br />R <br /> <br />R <br />A <br />T <br />E <br />D <br /> <br />E <br />A <br />V <br />E <br /> <br />O <br />V <br />E <br />R <br />H <br />A <br />N <br />G <br />1 <br />GENERAL NOTES <br />RESIIDENCE ADDRESSING SHALL BE EASILY VISIBLE FROM SANTA ANNA TO AID EMERGENCY RESPONDERS, <br />APPROVED BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEDGIBLE FROM THE STREET FRONTING THE PROPERTY. <br />THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUNDS, BE ILLUMINATED ARABIC NUMERALS , AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF .5 <br />INCHES. CFC CHAPTER 5, SECTION 505.1 <br />LANDSCAPING MAINTAINED NOT TO INTERFERE WITH LIGHTING OR ADDRESSING <br />ASPHALT RESTORATION SHALL BE PER CITY OF FULLERTON STANDARD PLAN NO.’S 120, 121, AND 219. <br />ANY ALTERATION OR RELOCATION TO EXISTING UTILITIES METERS SUCH AS GAS, WATER AND ELECTRICAL MUST BE NOTIFIED TO BUILDING INSPECTOR FOR APPROVAL PRIOR <br />TO COMMENCE WORK <br />THERE SHALL BE NO TRENCHES OR EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMIT FROM STATE OF <br />CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA) THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF <br />ANY WORK. CONTACT CAL/OSHA AT: 714-558-4451 FOR ADDITIONAL INFORMATION <br />ADDITION THAT EXCEED 50% OF THE EXISTING LIVING FLOOR AREA REQUIRE UNDER GROUNDING OF ALL EXISTING ABOVE GROUND UTILITIES. PER BUILDING POLICY, WHERE <br />FEASIBLE, AND AS DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND. <br />THE GRADE SHALL FALL NOT FEWER THAN 6" WITHIN THE FIRST 10' FROM THE FOUNDATION WALL. WHERE LOT LINES, WALLS, SLOPES OR PHYSICAL BARRIERS PROHIBIT 6" OF <br />FALL WITHIN 10', DRAINS, OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING <br />SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM THE BUILDING <br />KEY NOTES <br />1 PROPERTY LINE <br />2 <br />3 <br />CURB LINE <br />4 <br />1 <br />5 <br />6 <br />2 <br />4 <br />3 <br />5 <br />HOUSE STREET NUMBER <br />(4) INCHES IN HEIGHT, OF A COLOR CONTRASTING \ <br />TO THE BACKGROUND <br />EXISTING NEW <br />6 <br />PUBLIC RIGHT OF WAY <br />ELECTRICAL METER <br />4" SEWER MAIN LATERAL <br />PROTECT IN PLACE <br />5/8" WATER METER & <br />3/4" DOMESTIC WATER SERVICE <br />8 <br />9 <br />10 <br />LANDSCAPE <br />CONCRETE PAVING <br />POWER POLE <br />1 HR FIRED RATED EAVE <br />7 <br />GAS METER & GAS LINE <br />225A SERVICE PANEL <br />MIN. 4'' ABS SEWER LATERAL MIN 2% SLOPE PER CPC <br />OUTDOOR RATED CONDENSER UNIT PROVIDE 4'' <br />CONCRETE PAD OR PREFAB PAD. <br />CONSTRUCT 1 IN. WATER SERVICE WITH 1" IN. METER PER STANDARD PLAN NO. <br />1401 FOR DOMESTIC USE. WATER METER TO BE INSTALLED BY CITY FORCES <br />AFTER SUBMISSION OF A WATER METER APPLICATION AND PAYMENT OF FEES. <br />CONTACT THE WATER RESOURCES DIVISION AT 714-647-3320 FOR ASSISTANCE. <br />PAVEMENT RESTORATION PER STANDARD PLAN NO. 1150. SIDEWALK <br />RESTORATION PER CITY STANDARD PLAN NO. 1104. <br />11 <br />12 <br />MAIN RESIDENCE ADDRESS <br />13 <br />7 SFR 100A & ADU 200A SIDE BY SIDE METER <br />PER SCE AND CITY'S STD <br />8 1" GAS LINE & NEW METER PER CITY STDS <br />POWER LINE ABOVE <br />14 <br />15 <br />OPEN PATIO TO BE DEMOLISH <br />16 <br />17 <br />STEEL GATE <br />EASTMENTS <br />1 INDICATES EXISTING SOUTHERLY 5' EASTMENT FOR PUBLIC UTLILITIES <br />PER TRACT MAP NO. 2419, RECORDED SEPT. 19, 1955 IN BOOK 76, <br />PAGES 16 TO 19 O.R <br />2 INDICATES EXISTING SOUTHERLY 6' EASTMENT FOR EITHER OR BOTH <br />POLE LINE, CONDUITS THE SCE COMPANY RECORDED NOV 3, 1955 IN <br />BOOK 3277, PAGE 31 O.R <br />3 INDICATES EXISTING SOUTHERLY 5' EASTMENT FOR EITHER <br />OR BOTH POLE LINE, CONDUITS TO THE PACIFIC <br />TELEPHONE AND TELEGRAPH COMPANY ( OWNED BY AT&T) <br />RECORDED DEC 31, 1955 IN BOOK 3283, PAGE 55 O.R <br />4 INDICATES DEDICATION OF AN EASMENT TO THE CITY OF <br />SANTA ANA FOR PUBLIC STREET & PUBLIC UTLITIES <br />PURPOSES <br />5 INDICATES 5' DEDICATION OF AN EASMENT TO THE CITY OF <br />SANTA ANA FOR PUBLIC STREET & PUBLIC UTLITIES <br />PURPOSES <br />FENCE TYPE 1 - TO BE MODIFIED <br />FENCE TYPE 2 - TO BE MODIFIED <br />FENCE TYPE 3 - TO BE MODIFIED <br />FIRE HYDRANT <br />18 <br />FENCE TO BE DEMO19 <br />25' SITE TRIANGLE20 <br />9A CURBCUT <br />9 6' HT. FLAT CMU BEIGE BLOCK WALL ALONG SHARED <br />PROPERTY LINE <br />6" A.C WATER MAIN21 <br />8" V.C.P SEWER MAIN22 <br />MAN HOLE (C06-028)23 <br />10 INSTALL SEWER CLEANOUT (ONSITE) PER CITY STD <br />EXISTING PATIO <br />⅊ <br />MODIFIED <br /> PATIO <br />EXISTING GARAGE <br />EXISTING DWELLING <br />119'⅊ <br />83.89' <br />⅊ <br />⅊ <br />⅊ <br />⅊⅊101' <br />101.89' <br />⅊ <br />REFER TO CIVIL DRAWINGS FOR CONTROL POINTS AND ADDITIONAL SITE INFORMATION <br />3 21 <br />4 <br />5 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 2 <br />3 <br />3 <br />4 <br />5 <br />6 <br />8 <br />8 <br />8 <br />8 <br />9 <br />9 <br />6 : 12 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 : 12 6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 <br />: <br /> <br />1 <br />2 <br />6 : 12 <br />6 : 12 <br />6 : 126 : 12 <br />10 <br />11 <br />12 12 <br />15 <br />16 <br />17 <br />18 18 <br />20 <br />9A <br />UT <br />I <br />L <br />T <br />Y <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />S <br /> A B C D E <br /> PLAN ATTIC AREA REQ'D VENTING GABLE ROOF VENTS EAVE VENTS <br /> VENTS <br />ATTIC AREA <br />( SQUARE <br />FEET) <br />GABLE VENTS: <br />AIR VENT INC. ALUMINUM <br />GABLE VENT 15.75"X26.5" OR EQUAL 92 SQ.IN 2 184 SQ.IN <br />EAVE VENTS: <br />2.5" ROUND SCREENED VENT <br />(GROUP OF THREE AT EACH VENT PLACE ) <br />MAURICE FRANKLIN LOUVER OR EQUAL <br />2.5" / 2 = 1.25" RADIUS <br />1.25" X 1.25" X 3.1416 = 5.0 SQ.IN 5.0 SQ.IN 11 55 SQ.IN <br />RIDGE VENTS: <br />VENTURE RIGID ROLL RIDGE VENT 12.5 SI/ LF 58' 725 SQ.IN <br />ATTIC AREA <br />DIVIDE <br />150 <br />MULTIPLY <br />144 <br />___________ <br />TOTAL REQ'D <br />NET FREE <br />VENTING IN <br />SQUARE INCH <br />TOTAL <br />SQUARE <br />INCH OF NET <br />FREE <br />VENTILATION <br />AREA <br />PROVIDED <br />AT <br />RIDGE <br />TOTAL <br />SQUARE <br />INCH OF <br />NET FREE <br />VENTILATION <br />AREA <br />PROVIDED <br />BY GABLE <br />VENTS <br />TOTAL <br />SQUARE <br />INCH OF <br />NET FREE <br />VENTILATION <br />AREA <br />PROVIDED <br />UNDER <br />EAVE VENT <br />BLOCKING <br />TOTALAIR FLOW QUANTITY <br />184 SI960 SI1000 SF 725 SI <br />TOTAL VENTING PROVIDED: 964 SQ.IN <br />55 SF <br />7 <br />2 <br />3 <br />4 5 <br />6 <br />8 <br />SCALE:1 PROPOSED SITE PLAN AND ROOF PLAN <br />1/8" = 1'-0" <br />CO <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br />N89°15'05"E 174.00' <br />N89°15'05"E 192.00' <br />N0 <br />° <br />4 <br />4 <br />' <br />5 <br />5 <br />" <br />W <br /> <br />1 <br />0 <br />1 <br />. <br />8 <br />9 <br />' <br />1200 SF OPEN SPACE <br />EXISTING PATIO OVERHANG TO BE REDUCED 2' (EAST) 1' ( NORTH) TO COMPLY WITH MAX. <br />PATIO PROJECTION. EXISTING POST/BEAMS TO REMAIN. PATCH AND REPAIR AS NEEDED. <br />REPAIR PER SA PATIO STANDARDS. <br />WWW.SANTA-ANA.ORG/DOCUMENTS/ONE-AND-TWO-FAMILY-DWELLING-PATIO-COVERS/ <br />21 <br />21 <br />2223 <br />STA 0+00.00 DOWNIE PL. <br />STA 10+00.00 COTTER ST. <br />STA 8+99.40 <br />10 <br />DOWNIE PL. <br />7 <br />STA 9+04.40 <br />22 STA 1+39.03 <br />4 <br />4 <br />2515 & 2517 N <br />Cotter St5/1/2025
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