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- SEE SHEET 2.0 FOR WINDOW & DOOR SCHEDULES <br />- SEE SHEETS 1.0, 2.0 & SN FOR ADDITIONAL INFORMATION <br />X <br />1 <br />NOTES: <br />CBC 2022 SEC. 1031.3.3 MAXIMUM HEIGHT FROM FLOOR. <br />EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE <br />BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES <br />(1118 MM) MEASURED FROM THE FLOOR. <br />Proposed Rear Elevation (East) <br />Scale: 1/4"=1'0" <br />6' <br />- <br />8 <br />" <br /> <br />T <br />. <br />O <br />. <br />W <br />. <br />(E) ELEC. <br />METER <br />(E) STUCCO <br />(E) ASPHALT <br />SHINGLES <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />0 <br />" <br />8' <br />- <br />2 <br />" <br />17 <br />' <br />- <br />5 <br />" <br />1 <br />2' <br />- <br />2 <br />" <br />1 <br />(N) LA HABRA STUCCO, OVER 2-LAYERS <br />OF GRADE "D" PAPER & WIRE MESH <br />COLOR TO MATCH EXISTING HOUSE <br />(E) STUCCO <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />0 <br />" <br />5' <br />- <br />7 <br />" <br />17 <br />' <br />- <br />5 <br />" <br />2' <br />- <br />7 <br />" <br />Proposed Left Elevation (North) <br />Scale: 1/4"=1'0" <br />(E) ASPHALT <br />SHINGLES <br />12 <br />5 <br />GAF, TIMBERLINE HDZ SHINGLES, CLASS "A" FIRE <br />RATING, OR EQUAL OVER A 30# FELT <br />UNDERLAYMENT AND WATER PROOF MEMBRANE <br />(ICC ESR-1475) <br />(CRRC #0676-0136, SRI .17, THERMAL <br />EMITTANCE .92)TO MATCH EXISTING HOUSE <br />12 <br />5 <br />12 <br />5 <br />(N) LA HABRA STUCCO, OVER 2-LAYERS <br />OF GRADE "D" PAPER & WIRE MESH <br />COLOR TO MATCH EXISTING HOUSE <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />0 <br />" <br />17 <br />' <br />- <br />5 <br />" <br />5' <br />- <br />4 <br />" <br />6' <br />- <br />8 <br />" <br /> <br />T <br />. <br />O <br />. <br />W <br />. <br />(E) ASPHALT <br />SHINGLES <br />(E) STUCCO <br />Proposed Right Elevation (South) <br />Scale: 1/4"=1'0" <br />12 <br />5 <br />GAF, TIMBERLINE HDZ SHINGLES, CLASS "A" FIRE <br />RATING, OR EQUAL OVER A 30# FELT <br />UNDERLAYMENT AND WATER PROOF MEMBRANE <br />(ICC ESR-1475) <br />(CRRC #0676-0136, SRI .17, THERMAL <br />EMITTANCE .92)TO MATCH EXISTING HOUSE <br />(N) LA HABRA STUCCO, OVER 2-LAYERS <br />OF GRADE "D" PAPER & WIRE MESH <br />COLOR TO MATCH EXISTING HOUSE <br />(E) STUCCO <br />1' <br />- <br />9 <br />" <br />(N) FOOTING <br />(N) R-19 INSULATION 2X6 F.J. @16" O.C. <br />(E) 2X P.T. <br />SILL PLATE <br />SECTION A-A <br />Scale: 1/4"=1'0" <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />0 <br />" <br />5' <br />- <br />4 <br />" <br />14 <br />' <br />- <br />7 <br />" <br />⅊ <br />6'-0" <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />0 <br />" <br />5' <br />- <br />6 <br />" <br />17 <br />' <br />- <br />5 <br />" <br />2' <br />- <br />7 <br />" <br />1' <br />- <br />9 <br />" <br />(N) FOOTING <br />(E)R-19 INSULATION 2X6 F.J. @16" O.C. <br />SECTION B-B <br />Scale: 1/4"=1'0" <br />(E) FOOTING <br />(N) R-19 INSULATION <br />2X6 F.J. @16" O.C. <br />(N) R-15 <br />INSULATION <br />2X4 STUDS <br />WALLS 16" O.C. <br />(N) 2-2X <br />TOP PLATE <br />(N) 2X P.T. <br />SILL PLATE <br />1/2" GYPSUM BD. APPLIED <br />TO WALLS & CEILING, TYP. <br />(N) R-15 <br />INSULATION <br />2X4 STUDS <br />WALLS 16" O.C. <br />(N) 2-2X <br />TOP PLATE <br />(N) 2X P.T. <br />SILL PLATE <br />1/2" GYPSUM BD. <br />APPLIED TO WALLS <br />>5' FROM P.L. <br />(N) W.I.C. <br />46 S.F. <br />(N) M.BATH <br />116 S.F. <br />(E) R-15 <br />INSULATION <br />2X4 STUDS <br />WALLS 16" O.C. <br />(E) 2-2X <br />TOP PLATE <br />(E) 2X P.T. <br />SILL PLATE <br />1/2" GYPSUM BD. APPLIED <br />TO WALLS & CEILING, TYP. <br />(N) R-15 <br />INSULATION <br />2X4 STUDS <br />WALLS 16" O.C. <br />(N) 2-2X <br />TOP PLATE <br />(N) 2X P.T. <br />SILL PLATE <br />1/2" GYPSUM BD. APPLIED <br />TO WALLS & CEILING, TYP. <br />(E) Living Room <br />292 S.F. <br />(E) M. Bedroom <br />200 S.F. <br />(N) M.BATH <br />116 S.F. <br />2x6 C.J. @16" O.C. <br />PER STRUC. PLANS <br />R-30 <br />INSULATION <br />12 <br />5R-19 <br />INSULATION <br />12 <br />5 <br />(N) FOOTING <br />2x6 C.J. @16" O.C. <br />PER STRUC. PLANS <br />R-30 <br />INSULATION <br />R-19 <br />INSULATION <br />ROOF DIAPHRAGM <br />PER STRUC. PLANS R-19 <br />INSULATION <br />12 <br />5 <br />12 <br />5 <br />14 <br />' <br />- <br />7 <br />" <br />14 <br />' <br />- <br />7 <br />" <br />2' <br />- <br />1 <br />0 <br />" <br />22 <br />(N) 24"X18" CRAWLING SPACE <br />FOUNDATION <br />VENT (TYP.) <br />FOUNDATION <br />VENT (TYP.) <br />REVISION(S) <br />1 <br />2 <br />3 <br />Scale: <br />Date: <br />Project #: <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 />OW <br />N <br />E <br />R <br />MI <br />D <br />- <br />C <br />I <br />T <br />I <br />E <br />S <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />S <br /> <br />I <br />T <br />S <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />P <br />E <br />R <br />M <br />I <br />S <br />S <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />M <br />. <br />C <br />. <br />E <br />. <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />C <br />H <br />A <br />N <br />G <br />I <br />N <br />G <br />, <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />I <br />N <br />G <br />, <br /> <br />C <br />O <br />P <br />Y <br />I <br />N <br />G <br /> <br />I <br />N <br /> <br />A <br />N <br />Y <br /> <br />F <br />O <br />R <br />M <br /> <br />O <br />R <br /> <br />M <br />A <br />N <br />N <br />E <br />R <br /> <br />W <br />H <br />A <br />T <br /> <br />S <br />O <br /> <br />E <br />V <br />E <br />R <br /> <br />O <br />R <br /> <br />A <br />S <br />S <br />I <br />G <br />N <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />A <br />N <br />Y <br /> <br />T <br />H <br />I <br />R <br />D <br /> <br />P <br />A <br />R <br />T <br />Y <br />. <br /> <br />( <br />r <br />e <br />v <br />1 <br />- <br />1 <br />- <br />1 <br />8 <br />) <br />MI <br />D <br /> <br />C <br />I <br />T <br />I <br />E <br />S <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br />97 <br />4 <br />4 <br /> <br />M <br />A <br />P <br />L <br />E <br /> <br />S <br />T <br />. <br /> <br /># <br />1 <br />0 <br />1 <br />BE <br />L <br />L <br />F <br />L <br />O <br />W <br />E <br />R <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />0 <br />6 <br />PH <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />8 <br />6 <br />6 <br />- <br />3 <br />6 <br />2 <br />5 <br />, <br /> <br />F <br />X <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />2 <br />3 <br />2 <br />- <br />4 <br />1 <br />2 <br />1 <br />WW <br />W <br />. <br /> <br />M <br />I <br />D <br />C <br />I <br />T <br />I <br />E <br />S <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />. <br />C <br />O <br />M <br />24-107 <br />MAY 2024 <br />13 <br />1 <br />1 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <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 />6 <br />DE <br />A <br />N <br /> <br />H <br />A <br />L <br />L <br />(7 <br />1 <br />4 <br />) <br /> <br />8 <br />6 <br />4 <br />- <br />1 <br />6 <br />3 <br />2 <br />13 <br />1 <br />1 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <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 />6 <br />08-15-2024 <br />PROPOSED <br />ELEVATIONS & <br />SECTIONS <br />3.0 <br />1/4"=1'0" <br />1 <br />1UNDERFLOOR VENTILATION <br />@ADDITION <br />162 SQ. FT. x 144 = 23,328 SQ. IN. <br />23,328 SQ. IN. x 1/150 = 155.52 SQ. IN. <br />24"X18" FOUNDATION ACCESS <br />NET FREE AREA <br />310 SQ. IN. <br />6"X14" FOUNDATION VENT <br />NET FREE AREA <br />84 SQ. IN. EA. <br />1x <br />2x 168 SQ. IN. <br />310 SQ. IN. <br />SEE APPLICABLE FOUNDATION DETAILS ON SHEET D1 <br />478 SQ. IN. <br />155.52 SQ. IN. < 478 SQ. IN <br />REQ'D. < PROPOSED <br />NOTE: 1 EXISTING VENTS NO LONGER IN USE DUE TO ADDITION <br />1 <br />1 <br />1 <br />1 <br />1311 N Towner St <br />9/24/2024