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SECTION - A <br />SCALE: 3/8" = 1'-0" <br />XXX1:XXXXXXXXXXAAABBB <br />Project Name <br />Rev.Desciption Date <br />Drawing Title <br />Project ID <br />D A T E <br />Drawing No. <br />09-23 <br />MI <br />K <br />H <br />A <br />I <br />L <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />CITY REVISION 4/01/24 <br />OW <br />N <br />E <br />R <br />: <br /> <br />H <br />A <br />N <br />Y <br /> <br />L <br />. <br /> <br />M <br />I <br />K <br />H <br />A <br />I <br />L <br />PH <br />O <br />N <br />E <br /> <br />: <br /> <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />6 <br />9 <br />6 <br />- <br />2 <br />7 <br />9 <br />7 <br />CITY REVISION 4/17/24 <br />CITY REVISION 10/24/24 <br />CITY REVISION 02/26/25 <br />A-3 <br />SE <br />C <br />T <br />I <br />O <br />N <br />2X6 CONT. DBL. <br />TOP PLATE W/ <br />A35'S @ 24" O.C. <br />2x6 TREATED SILL PLATE <br />8' <br />- <br />0 <br />" <br />EXISTING HOUSE <br />8' <br />- <br />0 <br />" <br />CONT. CONC. FTG. PER <br />STRUCTURAL PLAN <br />EXISTING CONT. <br />CONC. FTG. <br />2X4 CONT. <br />DBL. TOP <br />PLATE <br />CALIFORNIA FILL <br />FRAMING <br />R38 INSULATION <br />1/2" DRYWALL @ <br />CLG. <br />& WALLS (TYP.) <br />2X6 CONT. DBL. <br />TOP PLATE W/ <br />A35'S @ 24" O.C. <br />2X8 RIDGE BOARD <br />R19 INSULATION <br />12 <br />4 12 <br />4 <br />FIN. GRADE <br />2x6 STUDS @ 16" O.C. <br />w/ R19 INSULATION <br />[TYP.] <br />7/8" THK. STUCCO <br />TO MATCH EXISTING <br />[TYP.] <br />26 GA. G.I. DRIP <br />EDGE FLASHING <br />2X6 R.S. FASCIA <br />AND OVERHANG <br />WITH STUCCO <br />TYPICAL <br />30 YR. COMP. SHINGLES OVER <br />15 LB. FELT UNDERLAYMENT <br />CLASS 'A' RATED. <br />ASPHALT ROOFING SHINGLES <br />ICC-ES AC438 TO MATCH EXISTING <br />BUILDING TYP. <br />1/2" O.S.B. PLYWOOD SHEATHING W/ <br />RADIANT BARRIER NAIL W/ 8d @ 6" <br />& 12" O.C. A.P.A. RATED <br />2X6 RAFTER @ 16 O.C. <br />1-HR. FIREWALL <br />5/8" TYPE 'X' <br />DRYWALL WALLS <br />ON BOTH SIDE <br />JOISTS FLOOR PER <br />STRUCTURAL PLAN <br />CONC. FOOTING PER <br />STRUCTURAL PLAN <br />2X CEILING JOISTS <br />4 <br />4 <br />4 <br />4