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<br />I ~ ~ ~ aEVATION @ (-) 5'-3"
<br />I ~ " '--- LEDGE ELEVATION @ (-) 5'-q'
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<br />I 4/0 B.
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<br />5'-1 5/.' KN EWA L - ~ I ~
<br />I ~: ~B.
<br />I ~ ~ WALL '-3' HIG!-!
<br />: :~L' ATION@ (-) 5'-0"
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<br />771-f/
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<br />711-6"
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<br />61-011
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<br />51_IO~1I
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<br />51-1O~"
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<br />_ 'If- TI I r (1) TRTD .x. - (1) TRTD .x.
<br />~ 11 11 OVER 24" SONO TUBE OVER 30' SaNO TUBE
<br />~ r-;' 11 61 113/11 61-113/411
<br />~ ~ 11 2~1 11 - 74 7~
<br />N i' 4 11 __ / , /_
<br />'111 /'"' '- / '\ , "'
<br />- ,----- .flr, = (II~I~== '. \====~Il \
<br />DBL. TRTD 2XIO J = = = = = ~~~) if \~ IV' - - "- ~2) pJ\(~USH y/~ - - --' = - \,Jlv'
<br />--~ ~ 0 II!!I, / -- 171-611 = 111
<br />~ u: ~ 71-4%11 111111 / 'tf III
<br />N 0 111::L lD 111
<br />1111 //]1',\
<br />:: 11 15,b I Y 10 'i if /
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<br />\"J[/ "-- (I) TR'D .x.
<br />III OVER 3 ' SaNO TUBE
<br />III S;
<br />--'
<br />ql_OIl III ill
<br />III:::!
<br />III ~ (0
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<br />1113
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<br />141-0"
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<br />131_1~1I
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<br />~ ILl ;5'-4 5/1." WALK-OUT WALL HGT "f
<br />ill I 6 ~
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<br />; ~ 151-1O~"
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<br />TRIPLE TRTD 2XIO BEAM
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<br />r- (I) TRTD .x.
<br />OVER 24' SO~' TUBE
<br />41-011
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<br />---------
<br />---------
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<br />541-0"
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<br />ql-1011
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<br />~ II 41_gi111 ql_~1I "/ / V" / /
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<br />24'x24'xI2' CONC. PAD 161_~1I ft-1011 / 1 ~_______,
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<br />I..... AI ^Ollllll / / , ~ . I- - - r. POST EXTENDS T fLR DECK
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<br />1.'X8' CONCRETE fFI~G =\ / ..of LVL IN ~ DE 7' - ~-u
<br />14-10 ~ / Ii> _, I = I I: I I I I I: I , I I
<br />13'-1011 ~ :('1 .;I'~ "I;;'; I ", 1.11 'f' I 10' TREADS 1'1' 2'1[ I II
<br />I~, J --I ;) -., co UP 15 RISERS
<br />~ -'1+ - - - - - - - - t1- - -* -J; --1;- -Ir It- j-- 4- -It - :l
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<br />I BASEME T I I ~
<br />BASEMl NT/MEOhNICAL :::~~~;~~ NCF~ ~;G ~: <0 ~ ~ ~ :;: +-
<br />I 4' CONC. LAB 'ON ::'i I C> l- <( II
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<br />I~ I /~ 11_tj);,1I 71-1IY.;U 0 I V I
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<br />ARAGE
<br />UNEXCA V A TED
<br />I 8' POURED CONC. WALL
<br />/ I 3'-q' TALL ON 1."x5'
<br />I / I CONC. fOOTING WITH 4' ~ I I
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<br />V ELEVATION @ (-) 0'-0"
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<br />NOTE 5:
<br />I) BA EMENT WINDOWS OTl-JER Tl-JAN NOTED
<br />TO BE SIZED AND LOCATED BY BUILDER
<br />2) CONCRETE FOOTINGS AND SLABS Sl-JALL
<br />BE REINFORCED IN ACCORDANCE WITl-J LOCAL,
<br />AND/OR STATE BUILDING CODES.
<br />3) REGARDLESS OF DETAILS, BOTTOM OF
<br />FOOTINGS SI-4ALL BE PLACED ON FIRM
<br />UNDISTURBED SOIL.
<br />
<br />651-611
<br />
<br />Tl-JE FOUNDATION coNTRACTOR Sl-JALL INSTALL
<br />Tl-JE FOUNDATION STRAIGHT! SQUARE! LEVEL!
<br />PLUMB AND TO WITHIN lit OF DIMENSIONS
<br />SHOWN ON ms DRAWING. THE CONTRACTOR
<br />SHALL NOTIFY THE BUILDER OF DISCREPANCIES
<br />IF ANY! THAT ARE FOUND ON THIS DRAWING.
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<br />FOUNDATION PLAN
<br />
<br />103& SQ. FT. 11411 = 11-011
<br />
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