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<br />
<br />4" CONC.
<br />SLAB
<br />
<br />6 X 6 10/10
<br />W.W.F,
<br />
<br />
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<br />
<br />DETA~L 7A7
<br />/" 1 ' 0"
<br />3 4 = -
<br />
<br />SCALE
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<br />(1) #5 CONT.
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<br />:1
<br />
<br />
<br />
<br />
<br />DET A~L 7C7
<br />/" 1 ' 0"
<br />3 4 = -
<br />
<br />SCALE
<br />
<br />12
<br />(TYP) 15
<br />
<br />1 x2 PT NAILER
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<br />1/2" DRYWALL
<br />
<br />CURTAIN NAILER
<br />PT 1 x4 @ WINDOWS
<br />PT 1 x8 @ S,G.D.
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<br />I
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<br />4" CONC.
<br />SLAB
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<br />t.'"d t._oJ I \,' I "_ I ,'__. ""..
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<br />1'-4" (2) #5'S
<br />6 X 6, CON T.
<br />10/10 W,W.F,
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<br />SCALE 3/4" = 1'-0"
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<br />1 i - 4"
<br />@' FRONT
<br />&11'-0"
<br />,
<br />,
<br />@i SIDES &
<br />R~AR
<br />
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<br />
<br />MARBLE STOOL
<br />o 1 x2 PT FUR STRIP ~
<br />~I @ 16" O.C.
<br />
<br /><Xl 1 x4 PT BASE NAILER-
<br />I 3 1 /4" WD BASE
<br />
<br />4" CONC SLAB
<br />6x6 10/10 W,W.M.
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<br />PRE ENGINEERED WD TRUSS @ 24" O.C,
<br />R-30 MIN. BATT OR BLOWN INSUL.
<br />HURRICANE ANCHOR @ EACH TRUSS
<br />1/2" x 6" ANCHOR BLT, 4'-0" O.C,
<br />2x8 PT PLATE
<br />220 LB FIBERGLASS SHINGLES
<br />30 LB. ROOFING FELT
<br />1/2" COX PLYWOOD
<br />
<br />ELEV. = 110'-1 1/2"L
<br />(TOP OF PLA TE) ~-
<br />
<br />METAL DRIP EDGE
<br />1 X 2 P, T.
<br />ALUMINUM FASCIA
<br />CaNT. VENTED ALUM, SOFFIT
<br />CONC FILLED "u" BLOCK WI 1-#5 BAR CONT
<br />
<br />- PRECAST UN TEL BEAM OVER
<br />MASONRY WALL OPNG,
<br />
<br />STUCCO BAND: SEE EXT, ELEVATIONS
<br />
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />PRECAST CONC SILL
<br />8x8x16 CONC BLOCK
<br />DUROWALL REINF @ WINDOW OPNG
<br />
<br />A-1 FOIL INSUL. ON EXT. BLOCK WALLS
<br />
<br />STUCCO ON CONCRETE BLOCK
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<br />ELEV 100'-0"
<br />TOP OF SLAB
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<br />REVlSION
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<br />III III
<br />III III
<br />III
<br />.1. III
<br />II. III
<br />
<br />55'-0"
<br />
<br />26' 8"
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<br />14' 4"
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<br />14'-0"
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<br />TYP~CA~ W ~LL SEC=r~ON
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<br />5'-0"
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<br />I :' I CONTINUOUS 8" X 16" I' I,
<br />I ~ I CONC, FOOllNG W/ (2) ,
<br />111 #5's CONT. I ~ UJ _ _ f- _ _
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<br />. I /2'-0" I .. I" X CONT. THKN'D. EDGE
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<br />. .; . 1 : , ADD (2) #5'S @ DIAGONAL
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<br />I -' I ~4" L 4" TIlICK CONC. SLAB W/ ,~__;. ! ,->- ,'I.: ' i"
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<br />X CONT, n1KN'D. ~ AB
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<br />#5 CON T. :.. I ;:0 I I 1 [ , ~
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<br />I ~ I ll- I " I PITCH I _ ro W/ (2) #5'3 CONT.-
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<br />CONC. GROUT FILLED -
<br />BLOCK CELLS AS IN-
<br />DICA TED W/ (1) #5
<br />VERT. REiNFORCING
<br />CONT. rHOM FTG. TO
<br />llE BM. LAP SPLICES
<br />MIN. 24" & WIRE TIE,
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<br />SPECIAL ruB:
<br />VERIFY EXACT
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<br />~ 4" n~K. CONC,
<br />DRIVE W/ 6 x 6 10/10
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<br />APPROVED PRINT REQUIRt:n
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<br />FOUNDAT~cpN PLAN ~ SECT~ONS
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<br />.BY
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<br />DRAViN
<br />HTH
<br />CHECKED
<br />HTH
<br />DA ff:
<br />4/24/90
<br />SCALE
<br />AS NOTED
<br />JOe NO.
<br />9012
<br />SHEET
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<br />A=3
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