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7' <br /> <br />- <br /> <br />4 <br />" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />4 <br />" <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br />13 <br />' <br /> <br />- <br /> <br />0 <br />" <br />8" <br />33 <br />' <br /> <br />- <br /> <br />0 <br />" <br />FINISH FLOOR <br />CEILING HEIGHT <br />FINISH FLOOR <br />TOP OF PLATE <br />BUILDING HEIGHT <br />CEILING HEIGHT <br />15 <br />611 <br />2 <br />13 <br />12 <br />14 <br />2 <br />8 <br />8 <br />8 <br />9 <br />4 <br />5 <br />3 <br />3 <br />1 <br />FINISH GROUND <br />30 <br />" <br /> <br />M <br />I <br />N <br />. <br />ATTIC STORAGE AREA <br />FINISH FLOOR <br />CEILING HEIGHT <br />FINISH FLOOR <br />TOP OF PLATE <br />BUILDING HEIGHT <br />CEILING HEIGHT <br />9' <br /> <br />- <br /> <br />0 <br />" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />8" <br />13 <br />' <br /> <br />- <br /> <br />0 <br />" <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />4 <br />" <br />33 <br />' <br /> <br />- <br /> <br />0 <br />" <br />4 4 <br />7 <br />6 <br />9 <br />8 <br />12 <br />13 <br />14 <br />15 <br />8 <br />14 <br />10 <br />13 <br />5 <br />8 <br />10 <br />3 <br />17 <br />17 <br />11 <br />FINISH GROUND <br />ATTIC STORAGE AREA <br />98 <br />" <br /> <br />M <br />I <br />N <br />. <br />1 <br />AD4 <br />(N) DROPPED BEAM. REFER TO STRUCTURE DWG.1-HR FIRE RATED DECKING <br />1 <br />(N) DOOR/WINDOW, SEE DOOR/WINDOW SCHEDULE ON SHEET A4.12 <br />3 <br />4 (N) ASPHALT SHINGLE ROOF COVERING SYSTEM PER ICC-ESR-3267, <br />MANUFACTURE: OAKRIDGE SHINGLE, ESTATE GRAY LAMINATED ARCHITECTURAL <br />ROOF SHINGLES CLASS "A" OR BETTER. ROOF COVERING OVER FLASHING <br />OVER 2 LAYERS OF #15 ROOF FELT OVER 1/2" CDX PLYWOOD SHEATHING. <br />(N) FASCIA BOARD5 <br />(N) 4" THK. CONC. SLAB. SEE FOUNDATION PLAN6 <br />(E) CONCRETE SLAB TO REMAIN7 <br />(N) INSULATIONS AT ATTIC ROOF PER TITLE 24 <br />9 <br />11 <br />12 <br />8 <br />(N) ROOF RAFTER, REFER TO STRUCTURAL DRAWINGS <br />9 <br />COMPACT SOIL TO MIN. 90% OF MAXIMUM COMPACTION REQUIRED PER ASTM <br />10 <br />(N) 6" WOOD PANEL SIDING <br />11 <br />(N) INSULLATION AT EXTERIOR WALLS PER TITLE 24 <br />13 (N) 9" WOOD PANEL SIDING <br />14 (N) WOOD SHINGLE SIDING <br />15 (N) FLOOR JOIST, REFER TO STRUCTURAL DRAWINGS <br />16 (N) 4X4 COLOMN, REFER TO STRUCTURAL DRAWINGS <br />(N) T- BAR DROP CEILING <br />(N) ROOF RAFTER, REFER TO STRUCTURAL DRAWINGS <br />17 (N) WOOD MOLDING <br />JOB# <br />DATE <br />DRAWN <br />SCALE <br />Th <br />i <br />s <br /> <br />D <br />u <br />c <br />o <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <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 />o <br />f <br /> <br />Y <br />N <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C. <br />, <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 />be <br /> <br />r <br />e <br />p <br />o <br />r <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />Y <br />N <br />G <br /> <br />A <br />R <br />CH <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />No. C-32798 <br />HC <br />F <br />RADSEN <br />E <br />S <br />TAT <br />LCAIOF <br />E <br />ILC <br />A <br />ORNI <br />TC <br />ITEYENNY NG <br />DATE <br />RENEWAL <br />03-31-25 <br />1/4" = 1'-0" <br />A5.1 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />YC23005 <br />AN <br />C <br />E <br />N <br />A <br />Y <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />JAN 2024 <br />T.N. <br />21 <br />0 <br /> <br />W <br />. <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />SA <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 />6 <br />SCALE <br />1/4" = 1'-0"1SECTION A-A <br />SCALE <br />1/4" = 1'-0"2SECTION B-B <br />Da <br />t <br />e <br /> <br />D <br />e <br />s <br />c <br />r <br />i <br />p <br />t <br />i <br />o <br />n <br />2 <br />9 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />3 <br />R <br />D <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />SECTION KEYNOTES <br />2 <br />2 <br />210 W 19th St <br />4/14/2025