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DMEN"SIONS ASSUMED IN DE RGN <br />VEM(F'Y DUR-1 NG CONSTRWC' HON <br />C 0 N C IR Ell E, <br />1-41, MV WALL <br />CO N 'RE f E FOO ru, TIV�11G] <br />------ <br />�El li - ILL <br />"W"D pj r Al <br />RE r ON <br />N.T,& <br />R�E_M <br />)lf I N G Z-11 C Pi E D "Ll! LIE" <br />)NCEi'll—I R.PTED 1-01AD tlN,Q, <br />r_ENT`,E_R t,JNDER CC <br />im onux% i E <br />ID 1, <br />r-11CKN_E,5 LONGIT <br />[LjD�_ TP,;lNSVErqSEl <br />4's <br />3 1-4 1 (2) #4's <br />LONGIFUDE REINF <br />()STff ­ffl <br />THICKNESS <br />_41 <br />`'VVID-fil <br />'T I <br />91 <br />(YONG110E) <br />I �l A N 5 V R SE" <br />PLYNTH DYN <br />eta <br />CA39 AGAINST <br />VIVE sol <br />VG <br />SOIL <br />a <br />POSIF ON ISOI.,A: FOU Elf NG <br />MIN <br />434 <br />f4AX <br />N, TIS� IFA <br />18" MAX 7MTN , <br />FIFG <br />V� <br />FIN11H GR <br />HOOK IN FTG MR1 <br />MAX <br />3" CLR <br />T <br />Sol <br />PfE.'Dll_-___STsAL. ON ISOLI Ftlr--'D F00-111NI"(3 <br />NLT3, <br />HOL DOWN ANCHOR <br />FOLUNDATION WALL <br />MINIINUM STEM HEIGHT <br />T' <br />REQUVED To ACCOMR,10pfl K <br />ANCHOIRAICA": PER, <br />HOLDOWN. SCHEDULE <br />FflOTlNG <br />EKEDND <br />V <br />EMBEDDE'D STRAP <br />Fow"auarlor"4, ms p._;Qwfo <br />i! OR 0 L D o, W arl <br />ACC� MOD14,71- <br />04BEVVEMNITS 'b"fl-0 WALL <br />MIN11MUM 111OLDOWN EMBEDMENT <br />—EiKE�-KBAR INTO EXISTING CMU FDN WALL <br />& FTG (DRILL & SET-XP EPDXY 4" MIN) <br />MATCH THE SIZE, SPACING AND LOCATION <br />OF THE NEW FDN WALL DESIGN <br />EXISTING GROUT -FILLED <br />CMU WALL <br />EXISTING FTG <br />NEW FDN IS CUT AWAY HERE TO <br />HELP ILLUSTRATE THE CONN OF <br />THE NEW REINF TO THE <br />EXISTING FDN <br />'ONTwilin C <br />TOP SG" 0F V111,11 <br />81, USLO. <br />NEW FTG <br />-ill kl[f 'IN <br />�l <br />VERT-- <br />"4 Al RjRl --\ <br />CON,,, _AB <br />ON QA <br />COPIC ITS <br />"m COH <br />ull,o. <br />IDIRG SOIL <br />mmmpM�.Aw29 <br />�91 <br />NEW WALL <br />roa. <br />P,T. SILL PLA`fE <br />&A3� <br />CONC STE EM WALL <br />CTRD Off! EIrfG, U.N.O. <br />F I N(rl,'H G RJ,'� D E <br />­4 @ 4'i`1"oc <br />n <br />/ DOWELS .ilil <br />14" EEXTENS.KiN <br />Rill IV? V, 'I'l �111 <br />INTO WALL & STD <br />GRAbg8 <br />HOOK IN FIG <br />-SR VEM" AND DOW-E-6 IN STEM IMALL <br />-DERF,N R)UMMONN A' REQD TOACCO"MODATE PDR 111OL[Yokilm <br />FWS FOUND,04 FION WA11111. r EM <br />FWSC <br />OR BEAM <br />IREINF <br />01, Timas <br />STD 90ve HOOK ffli'll) <br />T TER N ECIING GR BEAM ii CORNIER, BAR )) ALL <br />MJTER, REINF <br />IYAl <br />MATCH HORIV <br />STD 0✓0" HOOK INT01, <br />INTER'SE101ING Gil BEA I <br />ll-V <br />ALTERINATE. FEA i3AR COMNER BAR t'qb AL; <br />OUTEP, REINF <br />R'F-ivNF0l_,".` EM'-'N'f INTF <br />WTS RIAA <br />SSS Nurilber: <br />s2006003 <br />I 0)4 [A I fl 1,a: <br />12 ivha p I e st <br />Pplvupll5-1f <br />E-:verett, VVIA <br />r [;e!�, i g i I P ro -f� - s sA) n a <br />t;'esigill U, Aes <br />(9/211, 020 <br />ORICH DATIE: <br />REVISED: 10/6/2020 <br />CD <br />---D <br />V, <br />- <br />&g§-g <br />I <br />1100 <br />1 '11 <br />1=) <br />CZ3 <br />c <br />