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<br />'9 <br />(Y) <br /> <br />5' <br />o <br />(,0 <br /> <br />"'t <br />o <br />l!) <br /> <br />40'-0" <br /> <br />18',4" <br /> <br />21'8" <br /> <br />5'-4" <br /> <br />C':J <br />(Y) <br /> <br />..., <br />~ <br />(,0 <br /> <br />) ,-, <br />I ' <br />I I, ,'W/C <br />J '-' <br /> <br />Oil <br />l!) <br /> <br />:V <br />:-' <br />:v <br />:V <br />I I <br />LAV ~",~_"I V : <br />II V I <br />a I <br />* V I <br />~_ l' I <br />,- I I <br /> <br />',~n - - --- --1 Il <br />I~ .......').---------....-....:- 1~ <br />II ~ , I I <br />I, 1= \ I I <br />I, I <;j" , I <br />11'0.' TUB II <br />It I (Y) l I <br />II \ II I <br />11 " ...." 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ABOVE SLAB : / i <br /> <br />2'-6" 2'-7" 2'-Ql i/. i <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />q <br />(,0 <br /> <br />o <br />~ <br />l!) <br />..., <br /> <br />-PROVIDE CHASE <br />FOR HVAC UNIT <br /> <br />8'-5" <br /> <br />10'-11" <br /> <br />8'-8" <br /> <br />"'t <br />(Y) <br /> <br />I <br />:/ <br />X4 WALL 2X6 WAG, / <br />.-- ------ ------- --~ ~ <br /> <br />r - '::"'-l -r---.=---{- / <br />Lr--".,J II 0): <br />-, I I <br />" \ / II <br />I I I I <br />\ I I ,..... II <br />,_, I L.J..J I <br />I :::) II <br />W/C I I- I <br />II I: <br /> <br />I~I <br />L <br /> <br />4" V ALL <br />:=== ===: ~ <br /> <br />,,(\M <br />I~:J <br /> <br /><t <br /> <br />2X6 WALL :~,:--,-, <br />I \ <br />\ I <br />, I <br />...--.... <br /> <br />---1 1/2" X 5 1/2 <br />RECESS @ ENTRY <br />1" PAST P.T.GREEN <br />VERIFY W/G.C <br /> <br />(6\ <br />~-y <br /> <br />LAV <br /> <br />q <br />(Y) <br /> <br />o <br />I <br />l!) <br /> <br />~ <br />~ <br /> <br />q <br /><;j" <br /> <br />Oil <br />o <br />C'J <br /> <br />~ <br />(,0 <br /> <br />'-1 " <br /> <br />3'-10" <br /> <br />1 '-1" <br /> <br />3'-2" <br /> <br />6'-0" <br /> <br />3'-2" <br /> <br />2'-0" <br /> <br />16'0" <br /> <br />2'-0" <br /> <br />7'-8" <br /> <br />12'-4" <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />40'-0" <br /> <br />FOUNDATION PLAN <br /> <br />SCALE lj4"=1'-0" <br /> <br />I <br />ICJ <br />I. <br />IZ <br />I n.. 0 <br />10 ~ <br />I:s: ,..,.... <br />10 ,., <br />:::: <br />I <br /> <br />it' <br />V <br />V <br />V <br />~ <br />V- <br /> <br />CJ <br />Z <br />D- <br />O <br />~ "? <br />o l!) <br />o <br />z <br />3 <br /> <br />CJ <br />z <br />~ ..., <br />~ <br />~ (Y) <br />o <br />~ <br /> <br />q <br />l!) <br /> <br />~ <br />(,0 <br /> <br />q <br /><;j" <br /> <br />q <br /><;j" <br /> <br />..., <br />, <br /> <br />(Y) <br /> <br />C':J <br />(,0 <br /> <br />U( <br />(,0 <br /> <br />"'t <br />l!) <br /> <br />C':J <br />(Y) <br /> <br />-' <br /> <br />-----l <br /> <br />o <br />~ <br />(,0 <br />l!) <br /> <br />I~ <br /> <br />C':J <br />(Y) <br /> <br />5' <br />o <br />C'J <br /> <br />q <br /> <br />~ <br /> <br />5' <br />o <br />(,0 <br /> <br />"'t <br />..., <br />..., <br /> <br />3" VTR <br />Jl, <br />I <br />I <br />I <br />, <br />LAV. <br />,: <br />. <br /> <br />2" VTR <br />~ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />PLUMBING RI6ER <br /> <br />N.T.S. <br /> <br />NOTE: MAXIMUM HT OF STEM WALL <br />@ 8'-0" <br /> <br />* NOTE: <br /> <br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF <br />STEMWALL DURING UNEVEN BACKFILL CONDITION <br /> <br />fiLLED CElL SPACING AND FOUNDATION SIZES <br />WILL VARY BASED UPON THE HEIGHT OF THE <br />STEM WALL. SEE SCHEDULE ON THIS SHEET FO <br />REINFORCING AND FOUNDATION SIZES REQUIRE <br /> <br />STEMWALL <br />HEIGHT (h) <br /> <br />Oil <br /> <br />0'-0"-4',0" <br /> <br />..., <br />C'J <br /> <br />4'-8" - 6'-0" <br /> <br />6'-8" - 8'-0" <br /> <br />i-STORY STEMWALL SCHEDULE <br /> <br />FOOTING DIMENSION <br />d b <br /> <br />MAXIMUM <br />F.C. SPACING (O.C.) <br />IN STEM WALL <br /> <br />NUMBER/SIZE OF BARS <br /> <br />LAT. <br /> <br />10" <br /> <br />16" <br /> <br />W/ (3) #5 BARS <br />W/ (3) #5 BARS <br /> <br />127.2# <br /> <br />6'-8" <br /> <br />10" <br /> <br />20" <br /> <br />210# <br /> <br />4'-0" <br /> <br />12" <br /> <br />W/ (3) #5 BARS <br /> <br />374# <br /> <br />2'-0" <br /> <br />24" <br /> <br />NOTE: <br /> <br />1. VERTICAL REINFORCING IN SOLID GROUTED CElLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, <br />BElOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. <br /> <br />REBAR NUMBER/SIZE <br /> <br />BLOCK WALL <br />(1) #5 CONT. TIED <br />TO EACH VERT. <br />REINF. BAR <br /> <br /> <br />h" <br /> <br />. . . ""'/; W.M. TO BE <br />i;:l~IED TO #5 CONT. <br />REBAR <br /> <br />, . ~ COMPACTED CLEAN <br /><: '. .' d" FILL' <br /> <br />/' :':"" I; SEE SCHEDULE <br />'/ FOR REINF. <br />STEM WALL FTG. <br /> <br />1-STORY <br /> <br />SCALE: N.T.S. <br /> <br />NOTE: <br />REFER TO DETAIL 34/5-1 <br />FOR TYP. 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