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<br />8" x 16" FOOTiNG AT <br />r 8" CONC WALL (TYP) <br /> <br />rr -- - - - - - - - - - -- - - -- <br /> <br />II (2) 2X12 P,T, BEAM <br />1-- --- ----l <br />I I 5'~ bo~ I <br />I I '?~ 98 I I <br />II c ;';,':,1 <br />, I 0'-0" \2 I <br />, I' T.OW, <br />cp -12'-3" ~ <br />I t~_.::8'-9" -$- T,OF. 13'-0" 41-0" <br /> <br />I mE I . I <br />I ~""C r~ _I '"ffim",__M I L ~ - - - -- - _,~_ - _. .... u_ ..~ - uu_ - -._ uu.. - -.- ..- - ~ .._ _..~u ~ - - - ._ _U j1 <br />Le~ l! _ _ <br />I <br /> <br />8" CONC W/..LL (TYP) <br />r--- UNLESS NOTED OTHERWISE <br /> <br />6'-6" <br /> <br />6'-2" <br /> <br />I <br />I <br />1 <br />I <br /> <br />L....\ _ _ _ ~~ ~." \ <br />\ / \ V <br /> <br />16:" CONCRETE -.-/- , <br />DECK FOOTINGS (TYP.) <br /> <br />w[o <br />"" . <br />'Xo. <br />~~ <br />[@ <br /> <br />UNE OF <br />DECK ABOVE <br /> <br />o <br />f01 <br /> <br /> <br />&LL; <br />cOO <br />,I-- <br /> <br />---------l <br />I <br /> <br /> <br />Co ~ <br />_, 0. <br />4: <br /> <br />o ~ <br />_, 0. <br />V?~ <br /> <br />11'.0" <br /> <br />7~ <br />,,"0. <br />'I ~ <br /> <br />10'-4" <br /> <br />~ <br />~ <br /> <br />\2 <br /> <br />W <br />I-- <br />Q2(j <br />0.6 <br />.., - <br />a::<b <br />0. - <br />o.@ <br />u"~ <br /> <br />I <br />, <br />J <br />~I <br /> <br />+- <br />~ <br /> <br />12'-6~:' <br />" <br /> <br />.W 1(1); <br />li~ '.12 <br /> <br />10'-2" <br /> <br />10'-3-" <br /> <br />L__ <br /> <br />r.= <br /> <br />-----____...J <br /> <br />I <br />LVL OR STEEL BEAM (DROPPED) I 'I <br />- - e <br />InTITIO~ <br />I I I I i I I I <br />Li-1 U 1...1 ' <br />Iii n -il:::J <br />8"x16"FOOTINGAT-+~1 I i I I 1 I I <br />BEARING WAUL (TYP,) ~ 1 , <br /> <br />~ _ - -L ~tIL-'--::LT <br /> <br />----~- <br /> <br />q, <br />~ <br /> <br />II I <br />L9..J- 1-- - <br /> <br /> <br />'-I <br />I , <br />0- <br />L..J I <br /> <br />II <br />-& <br />LI..J <br />I <br />L 311 t1J STEEL <br />POST ON <br />24''><24''>:12'' <br />FOOTING <br />(TYPICAL) <br /> <br /> <br />----------- <br /> <br />21'-0" <br /> <br />, <br />'" <br /> <br />- PLACE (2) #4 <br />BARST&B <br />WHERE FOUND. <br />WALL SPANS <br />FTG (TYP) <br /> <br />i'p <br />~ <br /> <br /> <br />10)~1" <br /> <br />9'-5" <br /> <br />/. <br />I <br />I <br /> <br />LINE <br /> <br />1/-" <br />SLIMP \ <br />CK-7 <br />L~ ,//~ <br /> <br />I I LVL OR STEEL BEAM (DROPPED) <br />o <br />L ..J ri - <br />- =]l 1 I _ <br />II ';J, <br />~'----z; -~ll L =;l _ ..J ~ ", <br />N "~I r:<-=l~ ~"- .. .. ~ .J ~j <br />I;' I ;" -b--Il <br />I <br />I L__ <br />L:= <br /> <br /> <br />4" CONG SLAB WI RBER- <br />MESH REINFORCING ON <br />6" GRANULAR FILL (TYP <br />BOTH GARAGE & STOOP) <br /> <br />I ~ ~ <br /> <br />I L 1'-0" BRICK LEDGE (TYP) <br />I UNLESS NOTED OTHERWISE <br /> <br />10" x 20" FOOTING AT <br />=::J 1(1' CONC WALL (TYP) <br /> <br />"? <br />to <br /> <br />DROP TOP OF WALL <br />1'-0" AT DOOR <br /> <br />2'-6;' <br /> <br />2' r.I! <br />,-0 <br /> <br />8!~8JJ <br /> <br />8>) <br /> <br />8" <br /> <br />8'-8'1 <br /> <br />, <br />I <br />I <br />l <br />1 <br /> <br />lL <br />1 <br /> <br />11-10" <br /> <br />11'-10" <br /> <br />., <br />6'-6:4" <br /> <br />13'~6" <br /> <br />~0'-6J' <br /> <br />131-8); <br /> <br />FOU~DA TION PLAN <br /> <br />u <br /> <br />SCALE : 1/4" = 1'-0" <br /> <br />\2 <br /> <br />-(j) -8'-fY' <br />T,OF, <br /> <br />7 <br />W <br /> <br />0'-0" <br />I,OW <br /> <br />I <br />I <br />I <br />TOW. I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br /> <br />~51-(Y! <br /> <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />\ <br /> <br />l <br />I <br />I <br />I <br /> <br />1 <br />, <br />I <br />I <br />I <br />~I <br />"'[ <br /> <br />I <br />i <br /> <br />f <br />