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FINISH SLAB <br />0' - 0" <br />CEILING <br />10' - 0" <br />HIGH PARAPET <br />12' - 8" <br />3 <br />RAISED FLOOR <br />1' - 3" <br />EXISTING CEILING <br />9' - 3" <br />1X3 SOLID SHAPED NOSING, TYP. <br />12x12 SALTILLO TILE OVER THIN <br />SET OVER ISOLATION BARRIER <br />OVER S.O.G. (V.I.F. EXISTING) <br />12x12 SALTILLO TILE THIN <br />SET TO RISER, TYP. <br />1X SOLID OAK TREAD, TYP. <br />4X6 PER RCP, ANCHOR TO <br />JOISTS/BLOCKING <br />1X6 T&G DOUG FIR <br />2X10 FRAMING PER STRUCTURAL <br />ROOFING TO LAP UP (E) PARAPET <br />BEYOND <br />(E) 2X4 WOOD STUD WALL TO REMAIN <br />(E) POCKET DOOR <br />LOW PARAPET <br />11' - 9" <br />5/8" GYPSUM BOARD, PAINT <br />SLOPED ROOFING BEYOND <br />(E) EXTERIOR PLASTER FINISH AND LATH <br />TO BE REMOVED ALONG THIS WALL UP TO <br />TOP OF PARAPET <br />7/8" EXTERIOR PLASTER OVER 15/32" PLYWOOD PER <br />STRUCT., PROVIDE TERMINATION BAR AT NEW <br />ROOFING <br />(E) CLAY TILE PARAPET CAP TO REMAIN <br />5/8" GYPSUM BOARD OVER EXISTING <br />1X HORIZONTAL BOARDS, PAINT <br />CANT STRIP <br />SHAPED 2X STAIR STRINGER @ 12" O.C. <br />PRESSURE TREATED 3X <br />BLOCKING <br />2X6 FLOOR JOISTS @ 16" O.C. <br />NOTE: SEE 9/02-S301 FOR <br />BALANCE OF FRAMING <br />INFORMATION <br />EQ <br />EQ <br />2X CEILING JOISTS PER STRUCT <br />FINISH SLAB <br />0' - 0" <br />CEILING <br />10' - 0" <br />1 <br />WOOD PAIR FRENCH DOOR <br />7/8" CEMENT PLASTER <br />OVER VAPOR BARRIER <br />OVER 1/2" EXTERIOR <br />SHEATHING <br />R-19 BATT <br />INSULATION WITHIN <br />WALL CAVITY <br />FRAMING PER <br />STRUCTURAL <br />1X6 T&G DOUGLAS FIR DECKING <br />5/8" TYPE "X" GYP. BD. <br />12"X12" CONCRETE <br />FOOTING W/ 3500 PSI <br />CONCRETE <br />TERRACOTTA PARAPET CAP <br />FULL MORTAR BED <br />WRAP BUILDING PAPER <br />OVER PARAPET <br />SLOPED 2X ROOF FRAMING PER <br />STRUCTURAL <br />1/2" PLYWOOD PER STRUCT. <br />LOW SLOPE MEMBRANE ROOFING <br />CANT STRIP <br />LOW PARAPET <br />11' - 9" <br />NOTE: SEE DETAIL 3/- FOR <br />ADDITIONAL REBAR <br />INFORMATION <br />SEALED HARDWOOD <br />THRESHOLD <br />EXTERIOR SLAB ON <br />GRADE <br />GAS FIRE PLACE <br />BEYOND <br />+/ <br />- <br /> <br />1 <br />/ <br />4 <br />" <br />12X12 SALTILLO TILE OVER <br />THIN SET OVER ISOLATION <br />BARRIER OVER <br />CONCRETE S.O.G. <br />6x10 HEADER <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />FINISH SLAB <br />0' - 0" <br />CEILING <br />10' - 0" <br />LOW PARAPET <br />11' - 9" <br />SILL PLATE ANCHOR PER <br />STRUCTURAL <br />2X6 PRESSURE TREATED SILL PLATE <br />1X SHAPED WOOD BASE <br />CONC REINFORCING <br />PER STRUCTURAL, SEE <br />DETAIL 1/S301 <br />2X SHAPED SOLID WOOD <br />WINDOW SILL <br />2X FRAMING <br />R-19 BATT INSULATION <br />5/8" TYPE "X" GYPSUM BOARD <br />6X OPENING PER FRAMING ELEVATION <br />7/8" CEMENT PLASTER W/ METAL LATH <br />OVER 2 LAYERS OF BUILDING PAPER <br />OVER 1/2" EXTERIOR SHEATHING <br />EXPOSED BEAM <br />1X T&G SHEATHING, BEAD BLAST <br />FINISH <br />PLASTER WEEP SCREED <br />6" <br />AWNING WINDOW PER <br />SCHEDULE <br />CLAY TILE STREAMLINE COPING CAP <br />TO MATCH EXISTING <br />LOW SLOPE ROOFING OVER 1/2" <br />PLYWOOD OVER 2X ROOF FRAMING, <br />SEE STRUCT <br />CLAY PIPE THRU WALL DRAIN PIPE <br />(NOT SHOWN) <br />DRIP EDGE <br />SEE STRUCTURAL <br />SE <br />E <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />01-A4.0 <br />9 <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />01-A4.0 <br />10 <br />01-A4.0 <br />8 <br />HIGH PARAPET <br />12' - 8" <br />D <br />RAISED FLOOR <br />1' - 3" <br />EXISTING CEILING <br />9' - 3" <br />EXISTING INTERIOR PLASTER WALL, <br />PROTECT IN PLACE <br />EXISTING BUILT IN WOOD <br />COUNTERTOP, PROTECT IN PLACE <br />EXISTING 2x FLOOR JOISTS AND <br />WOOD FLOORING TO REMAIN, <br />PROTECT IN PLACE <br />NEW BLOCKING AND NAILER, SEE <br />STRUCTURAL FOR ADDITIONAL INFORMATION <br />NEW STEM WALL AND FOOTING, <br />SEE STRUCTURAL FOR ADDITIONAL <br />INFORMATION <br />PROVIDE TYPE X GYPSUM SHEATHING <br />WITHIN GAS FIREPLACE CHASE <br />WOOD FRAMED "CHIMNEY" TO <br />MATCH EXISTING SHAPE/PROFILE <br />EXISTING CEILING AND ROOF <br />JOISTS TO REMAIN, PROTECT IN <br />PLACE <br />EXISTING PARAPET CAP AND <br />ROOFING TO REMAIN, PROTECT IN <br />PLACE <br />EXISTING TILE SURROUND AND SUB <br />BRICK HEARTH, SAW CUT AND <br />REMOVE FROM REMAINING BRICK <br />CHIMNEY TO PROVIDE SUFFICIENT <br />SUBSTRATE FOR TILE AS POSSIBLE <br />EXISTING TILE TO BE PROTECTED IN <br />PLACE, SUPPORT/SHORE BRICKS AS <br />NECESSARY TO KEEP HEARTH/ TILE <br />SURROUND <br />7/8" CEMENT PLASTER AND LATH <br />OVER 2 LAYERS OF BUILDING <br />PAPER OVER EXTERIOR SHEATHING <br />WOOD STUD FRAMING PER TYPICAL <br />STRUCTURAL SECTION <br />PROVIDE BLOCKING AS REQUIRED <br />NEW SHAPED CHIMNEY TOP TO <br />MATCH EXISTING <br />PROVIDE NEW BACK VENTED GAS <br />FIRE PLACE BY HEAT & GLO MODEL <br />SL-7, ANSI Z21.88a-2014 <br />PROVIDE FIRE RETARDANT PLYWOOD <br />AT BASE <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />1' <br /> <br />- <br /> <br />6 <br /> <br />3 <br />/ <br />4 <br />" <br /> <br />( <br />M <br />A <br />T <br />C <br />H <br />R 2' - 4 1/8"EX <br />I <br />S <br />T <br />I <br />N <br />G <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />1' <br /> <br />- <br /> <br />6 <br /> <br />5 <br />/ <br />8 <br />" <br /> <br />( <br />M <br />A <br />T <br />C <br />H <br />R 2' - 4 1/8" <br />1' - 7 7/8" <br />HIGH PARAPET <br />12' - 8" <br />RAISED FLOOR <br />1' - 3" <br />EXISTING CEILING <br />9' - 3" <br />EXISTING DOUBLE HUNG WINDOW <br />TO REMAIN, PROTECT IN PLACE <br />EXISTING INTERIOR PLASTER WALL, <br />PROTECT IN PLACE <br />EXISTING BUILT IN OPEN SHELVING, <br />PROTECT IN PLACE <br />EXISTING 2x FLOOR JOISTS AND <br />WOOD FLOORING TO REMAIN, <br />PROTECT IN PLACE <br />NEW BLOCKING AND NAILER, SEE <br />STRUCTURAL FOR ADDITIONAL <br />INFORMATION <br />NEW STEM WALL AND FOOTING, <br />SEE STRUCTURAL FOR ADDITIONAL <br />INFORMATION <br />NEW LATH AND PLASTER FINISH TO <br />MATCH EXISTING, PROVIDE 2 <br />LAYERS OF FELT PAPER OVER <br />EXTERIOR SHEATHING TO MATCH <br />DEPTH REQUIRED <br />REMOVE PORTION OF EXISTING <br />EXTERIOR FINISH TO ALLOW FOR <br />BLENDING OF NEW MATERIAL <br />EXISTING WOOD LATH AND <br />PLASTER TO REMAIN UNLESS <br />NOTED OTHERWISE <br />EXISTING CEILING AND ROOF <br />JOISTS TO REMAIN, PROTECT IN <br />PLACE <br />EXISTING PARAPET CAP AND <br />ROOFING TO REMAIN, PROTECT IN <br />PLACE <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />LI <br />N <br />D <br />S <br />A <br />Y <br /> <br />L <br /> <br />A <br /> <br />T <br />H <br />O <br />M <br />P <br />S <br />O <br />N <br /> <br />I <br />V <br />15 <br />9 <br />8 <br /> <br />C <br />A <br />M <br />E <br />L <br />O <br />T <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />CO <br />R <br />O <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />8 <br />8 <br />2 <br />PH <br />O <br />N <br />E <br />: <br /> <br />7 <br />1 <br />4 <br />- <br />5 <br />0 <br />4 <br />- <br />2 <br />5 <br />4 <br />4 <br />1/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />9 <br />: <br />3 <br />4 <br />: <br />2 <br />9 <br /> <br />P <br />M <br /> <br />C <br />: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />l <br />t <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />C <br />an <br />n <br />o <br />n <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />C <br />D <br />H <br />o <br />m <br />e <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />i <br />m <br />p <br />o <br />r <br />t <br />a <br />n <br />t <br /> <br />d <br />o <br />c <br />s <br />\ <br />P <br />a <br />r <br />e <br />n <br />t <br />s <br /> h <br />o <br />u <br />s <br />e <br />\ <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />2 <br />2 <br />. <br />r <br />v <br />t <br />LT201801 <br />01 <br />- <br />A <br />3 <br />. <br />0 <br /> <br />W <br />A <br />L <br />L <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Author <br />Checker <br />01-A3.0 <br />WALL SECTIONS <br />5/15/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br /> <br />A <br />v <br />e <br />n <br />u <br />e <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 />SCALE:1" = 1'-0"1 SECTION STAIRS <br />SCALE:1" = 1'-0"11 SECTION AT DOOR <br />SCALE:1" = 1'-0"16 SECTION AT WINDOW <br />SCALE:1" = 1'-0"26 "CHIMNEY" SECTION <br />SCALE:1" = 1'-0"21 BUILT IN SHELVING SECTION <br />05/15/2025 BLDG DEPT RESUBMITTAL <br />01/20/2026 Revision 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2