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120.00' <br />50 <br />. <br />0 <br />0 <br />' <br />50 <br />. <br />0 <br />0 <br />' <br />120.00' <br />WH <br />(E)WH <br />31 2 <br />4 <br />2001 S BIRCH STREET <br />(E) ONE-STORY HOUSE <br />LOT: 7 / P <br />APN: 015-066-01 <br />N-TRACT: 289 BLOCK: P LOT: 7 <br />MM 14/8 <br />(E <br />) <br /> <br />4 <br /> <br />: <br /> <br />1 <br />2 <br /> <br />S <br />L <br />O <br />P <br />E <br />V. <br />I <br />. <br />F <br />. <br />2001 S BIRCH STREET <br />(E) GARAGE TO REMAIN <br />(REFERENCE ONLY, NOT IN SCOPE) <br />(E <br />) <br /> <br />4 <br /> <br />: <br /> <br />1 <br />2 <br /> <br />S <br />L <br />O <br />P <br />E <br />V. <br />I <br />. <br />F <br />. <br />(E) 4 : 12 SLOPE <br />V.I.F. <br />(E) 4 : 12 SLOPE <br />V.I.F. <br />(E) 4 : 12 SLOPE <br />V.I.F. <br />(E) 4:12 SLOPE <br />V.I.F. <br />5 <br />2 <br />4 5 <br />4 5 <br />(E) SITE TO REMAIN <br />N.I.C.(E <br />) <br /> <br />S <br />L <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />(E) SITE TO REMAIN <br />N.I.C. <br />(E) SITE TO REMAIN <br />N.I.C. <br />6 <br />(E <br />) <br /> <br />S <br />L <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />(E) SLOPE <br />2% MIN. <br />(E <br />) <br /> <br />S <br />L <br />O <br />P <br />E <br />2% <br /> <br />M <br />I <br />N <br />. <br />(E) SLOPE <br />2% MIN. <br />(E) SLOPE <br />2% MIN. <br />(E) SLOPE <br />2% MIN. <br />25'-0" REQUIRED FRONT YARD SETBACK <br />(PER SANTA ANA MC: SEC. 41.219)(E)42'-2 3/4" VIF(E) 5'-0" VIF <br />10 <br />' <br />- <br />0 <br />" <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br /> <br />S <br />I <br />D <br />E <br /> <br />Y <br />A <br />R <br />D <br />SE <br />T <br />B <br />A <br />C <br />K <br /> <br />O <br />N <br /> <br />C <br />O <br />R <br />N <br />E <br />R <br /> <br />L <br />O <br />T <br />(P <br />E <br />R <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />M <br />C <br />: <br /> <br />S <br />E <br />C <br />. <br /> <br />4 <br />1 <br />- <br />2 <br />2 <br />0 <br />) <br />(E <br />) <br /> <br />3 <br />' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />V. <br />I <br />. <br />F <br />. <br />(E <br />0 <br /> <br />3 <br />0 <br />' <br />- <br />6 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />5' <br />- <br />0 <br />" <br /> <br />R <br />E <br />Q <br /> <br />S <br />I <br />D <br />E <br />YA <br />R <br />D <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />(P <br />E <br />R <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />MC <br /> <br />4 <br />1 <br />- <br />2 <br />2 <br />0 <br />) <br />6" <br />22'-9 1/4" <br />25'-0" REQUIRED REAR YARD SETBACK <br />(PER SANTA ANA MC 41-221) <br />25'-0" REQUIRED FRONT YARD SETBACK <br />(PER SANTA ANA MC: SEC. 41.219)(E) 5'-0" V.I.F.(E) 47'-3 1/2" V.I.F. <br />(E) 6'-0" V.I.F. <br />(E) 17'-8 1/2" V.I.F. <br />(E) 18'-0" V.I.F. <br />25'-0" REQUIRED REAR YARD SETBACK <br />(PER SANTA ANA MC 41-221) <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />S T .A N D R E W S P L A C E <br />7 <br />8 <br />9 <br />10 <br />TYP <br />10 <br />TYP <br />PA / PM: <br />DRAWN BY: <br />PROJECT NUMBER: <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />M <br />O <br />I <br />R <br />E <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br />M <br />O <br />I <br />R <br />E <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />T <br />A <br />K <br />E <br /> <br />P <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />. <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />M <br />O <br />I <br />R <br />E <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />. <br />TN/TB <br />TB <br />24006 <br />architect's stamp: <br />consultant's stamp: <br />NO.DATE SUBMITTAL <br />1 04-29-2024 PLAN CHECK SUBMITTAL <br />2001 S BIRCH STREET, <br />SANTA ANA, CA 92707 <br />RESTORATION <br />BIRCH ST <br />THE <br />2125 Ocean Park Boulevard <br />Santa Monica, CA 90405 <br />Tel: 949 395 1718 <br />2 06-26-2024 PC CORRECTIONS 1 <br />3 07-09-2024 PC CORRECTIONS 2 <br />4 08-19-2024 PC CORRECTIONS 3 <br />C-35111 <br />REN. 2/28/2025 <br />5 09-16-2024 PC CORRECTIONS 4 <br />A1.1 <br />SITE PLAN <br />SITE PLAN <br />SCALE: 1/4" = 1'-0" <br />1 <br />1.DO NOT SCALE DRAWINGS. <br />2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE <br />UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN <br />WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE <br />ACCEPTED UNLESS APPROVED. <br />3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS <br />AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES BEFORE COMMENCING WORK. <br />4.ALL GALVANIZED SHEET MTL FLASHING TO BE A MINIMUM 26 GA. <br />5.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE <br />ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. (704A.1.5) <br />6.ROOF / EAVE VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS <br />INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY <br />CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH <br />(6mm) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN <br />EAVES AND CORNICES. (704A.2.1, 704A3.2.1, 704A.2.2, 7207.3) <br />7.EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR <br />SHALL BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR <br />NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE. <br />(704A.2.3) <br />8.THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES <br />AND FLOOR PROJECTIONS SHALL MAINTAIN THE IGNITION-RESISTANT <br />INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED <br />TO THE GRADE. (704A.4.2.1) <br />9.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND <br />UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION <br />FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, <br />VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE <br />HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY <br />POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE <br />PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS <br />AND/OR ADDITIONAL EXPENSES. <br />10.AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF <br />VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN-STREAM <br />SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR <br />OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER <br />ORDINANCE 170,158 AND 180,670) SEPARATE PLUMBING PERMIT IS <br />REQUIRED. <br />11.GC TO REFERENCE SURVEY FOR SITE LAYOUT AND CONDITIONS. IF NO <br />SURVEY IS PROVIDED, GC TO HAVE LICENSED SURVEYOR PROVIDE <br />CONSTRUCTION STAKING PRIOR TO COMMENCEMENT OF WORK <br />GENERAL NOTES <br />SITE PLAN KEYNOTES <br />1.GC TO INSPECT AND REPLACE FIRE DAMAGED PORTION OF ROOF <br />FRAMING AS REQUIRED, WITH (E) SIZE, KIND, TYPE AND SPACING <br />UNLESS OTHERWISE STATED. (E) 2x4 FIRE DAMAGED ROOF RAFTERS <br />("RR") @ 16" O.C. TO BE REPLACED WITH 2X6 @ 16" O.C W/ (E) <br />UNDAMAGED 2X4 RR TO REMAIN. (E) PLYWOOD SHEATHING <br />REPLACED WITH 15/32" OSB RADIANT BARRIER O/ ENTIRE ROOF O/ (E) <br />1X4 SPACE, W/ SHEATHING NAILING PATTERN 6" OC ON EDGES, AND <br />12" O.C. ON FIELD W/ #8D NAILING. REPLACE CLASS 'A' ASPHALT <br />ROOFING TO MATCH (E) STYLE, TEXTURE AND COLOR W/ ROOFING <br />UNDERLAYMENT PER MANUF PLYWOOD SHEATHING. <br />(GAF ICC-ESR-1475 OR APPROVED EQ) <br />2.(E) ASPHALT TILE ROOFING TO REMAIN <br />3.(E) PORTION OF ROOF AND STRUCTURE TO BE REMOVED, SHOWN <br />DASHED. <br />4.LINE OF ROOF <br />5.LINE OF BUILDING BELOW, SHOWN DASHED <br />6.(E) CONCRETE PATIO, STAIRS & WALKWAY TO REMOVED, SHOWN <br />DASHED <br />7.(E) CONCRETE PATIO TO REMAIN <br />8.(E) WATER HEATER TO BE CAPPED AND REMOVED. <br />9.NEW INSTANTANEOUS WATER HEATER PER T24 REPORT (SEE T3.1-T3.2) <br />10.GC TO VERIFY (E) ATTIC VENTILATION COMPLIES WITH THE FOLLOWING <br />MIN REQUIREMENTS: <br />12"x24" DORMER VENT (100 SQ IN = 0.70 SF FREE AREA EACH) <br />SEE CALC BELOW <br />1238 SF OF ATTIC SPACE / 150 = 8.25 SF OF VENT REQ <br /> 8.40 SF OF VENT PROVIDED (12 VENTS) <br /># <br />HOLD-2001 S Birch <br />St10/30/2024