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• <br /> • 19 of 27 <br /> A PROJECT NO. SHEET NO. <br /> �,riiii" S230726-1 XR <br /> ��� PROJECT 1049 Crown Dr Everett WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 09/17/2023 <br /> 11' I I I I <br /> I Ill ll I I <br /> 111I111III111 <br /> I I I I I I I I <br /> III] IIIII IIIIIIII <br /> 111r IIII17171111I. <br /> IIII Illllllllllll <br /> 1111 I'1' 1 .1 1 .11 <br /> 1 <br /> 1111 Ill I11111I 111 <br /> 1111 11 <br /> 1 1111 1111I1 <br /> I 111 111111 1111111 <br /> II II 1 I11 11 I1 I1111 <br /> O II'I I'I'I 'I'I' I' 1 <br /> if) II11 www <br /> ` <br /> Illl< i\ <br /> 1=IIII=IIII=IIII=11uy�IIII—I III IIII IIII IIII UU IIII 1 11=IIII= <br /> I I ►H1F_ _+H _ _i--_--41=-141_ = 1I=HH=111CHMI=,11 =iH1='I11=IIII <br /> IIII=IIII IIII=IIII=111 IIII=111 IIII=IIII—IIII=IIII=IIII IIII IIII IIII= <br /> 5-0„ 111 IIII :III IIII 111E III III_ I I 111 111 .111 1111E Ili II{ = i'1=1111 <br /> I IIII=IIII IIII=IIII III IIII III IIII=IIII 131EIIII=1111 IIII IIII IIII <br /> 1111=IIII IIIIIII 111E 111-1E111E HI:E.111ElillE111E1111E.111E1111E 111=III <br /> 3'-0" I IIII=IIII IIII=IIII III IIII=III IIII=IIII IIII=IIII IIII IIII IIII IIII_= <br /> 111=IIII 'III=IIII _11I1 11 iIII JI=!III IIII III _1111_ III__IIII=IIII=IIII <br /> I IIII=IIII IIII=IIII=1 -IIII= =IIII=IIII=IIII=IIII=IIII IIII=IIII IIII= <br /> #1 #2 <br /> Perspective Elevation <br /> Support below (E) Chimney <br /> - Unit weight of existing bricks = 39 psf(4" clay brick) <br /> - Unit weight of CMU lower level = 104 psf (assume 10" normal weight solid grouted) <br /> - Est. length of chimney perimeter= 16'-0" (conservative) <br /> - Est. height of brick veneer = 15'-0" <br /> - Est. max height of chimney = 15'-0" <br /> Total Weight = 104psf(16'-0" perim x 15' tall) + 40psf(16'-0" perim x 15' tall) = 34,560 lbs <br /> ==> Assume Pile#1 &#2 each takes 1/2 of chimney load = 34.56 k/2 = 17.3 k <br /> L120 ENGINEERING&DESIGN <br />