|
..
<br /> i 1§
<br /> ;', R 0- 1)' Li
<br /> .... ,... . -
<br /> 8':=0" MAX.
<br /> , •
<br /> UNBALANCED
<br /> EIACKFILL
<br /> -,A § ,r 4Y
<br /> —..._ ___
<br /> -7--,1"--T-
<br /> . .. ,
<br /> • .
<br /> ........ .
<br /> . .
<br /> 1 .
<br /> . ,
<br /> WALL FRAMING
<br /> P.T. 2k8 MUD SILL,Psl_AT VW :-
<br /> .. 1--BEYOND OPENING'
<br /> yi,0 A.B. MIN. 7" EMBED Wi 8"x a"x z" : .. .
<br /> .
<br /> . _ THICK WASHER AT 4.P"0.0.8, 1?' _ (1)#4 TOP PAR
<br /> .. g ce. co
<br /> FROM END OF EACH MEMBER I /
<br /> #4 HORIZONTAL - #4 HORIZONTAL .
<br /> .. .
<br /> ,
<br /> .
<br /> ,.
<br /> . #4 VERTICAL OARS e 10"O.C. BAR AT 48"O.C.
<br /> (U.N:O. IN SHEAR WALL SCI-IEDUL.E) ,
<br /> E'3) , . ', . ' .WALL -
<br /> TYPICAL STEM W/ 4. PERIMETER FOQTING AT .E.,Gi,iED':..<--r:y8-T::i7'.-::i:A'c''-s6TN<'-8>-:<c<l'ElJO*r'/):M.II;T8E:D
<br /> SCA
<br /> Ep;s1i,14?, 110"39..C.
<br /> \ CONCRETE SLAG& cAT TOP
<br /> . .
<br /> ;
<br /> OPENINGCONORETESLAB&
<br /> EXTERIOR
<br /> PAVEMENT.7-\\ . „ .
<br /> .. .
<br /> , REINFORCING PER
<br /> --. .
<br /> ,..„. .,..-
<br /> FR QE vl NNE.DOA R.TC,01 NNG PLAN
<br /> .. ,
<br /> .
<br /> ;.
<br /> . .
<br /> . . IIMIIIF AIMIEMMIE
<br /> FOUNDATION PLAN
<br /> #4 VERTICAL
<br /> BAR AT 48"0.C. ,,,- . 4 ,!...::: : -:::::',,,:,:,'''C'-'-',`;`,.'- '''•••-2,-,,22,.!'•,, . . . . , ....,„_ ,_, ,
<br /> .‘._ ...,..„.„_, . ......,„„
<br /> .-- , .
<br /> . , . .
<br /> .. _ .
<br /> . .,
<br /> . . ,. . . ..... ... . . . „
<br /> to ' ,:', • 1 . ' ::::,..'1',''.C--;:•.:';----•'•."-'2:',.:.... Z .•., . . _ ,. ,.
<br /> - . - -• • '
<br /> - - - •.,. — - ,..,, .. ....„.„ ,
<br /> .4.1‘...- • . ,,,, _
<br /> • / ,,.'
<br /> EQ (1.1) •
<br /> ... ,.1
<br /> . .,. - .
<br /> (2)CONT.#4 BARS .
<br /> .i. .
<br /> 4"PERFORATED AT BOTTOM OF FTG co' . AIIII , • . ,
<br /> -'• • 4
<br /> , .
<br /> FOOTING DRAIN
<br /> SURROUND W/GRAVEL
<br /> EQ. 8" EQ. (2)CONT.:,#4 BARS,_
<br /> AT BOTTOM'OF FTG
<br /> 4F"QPOETRINFOGRADRATEIDN-
<br /> 1'-4. L
<br /> SURROUND VV/GRAVE Eo.
<br /> 8" 'EQ.
<br /> - --*--
<br /> -I. • i.
<br /> P REVISION:RO,°AE:-I—(ITE1 N 0:>I-I-I 0•
<br /> s5 SCALE: /..4 .7., 1-..„0 SCALE: 3/4"=1'-0"
<br /> ' ) SHEET NO:
<br /> ...
<br /> /0 /0 STRUCTURAL 1(:<S31 I 1.> :
<br />
|