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20 of 40 <br /> •t \ / <br /> X PROJECT NO. SHEET NO. <br /> S200803-3 <br /> PROJECT 2126 Rucker Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY Zl DATE 11/16/2020 <br /> I'I � I' I' 1'I 1 <br /> VA <br /> ,.. <br /> ..1 <br /> ,.. <br /> ��...1 <br /> �� <br /> ��1�� 1 <br /> II•M=1 <br /> �� 1 1 1X I I I I <br /> // -1111111111111 <br /> 1 f I IfTI <br /> I I I I I I I I I [ I I I <br /> 11111 <br /> I � I l I. 1 <br /> I I I'1 1 1 ] <br /> 1 1 1 1 1 1 1 1 1 1 1 11 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> I I I I I <br /> I 1 I I I I 1 <br /> I I II11 II II111 <br /> O � 1 1111111111 I I I <br /> <> <br /> i <br /> N =� 1111111I1I I <br /> CV •=1 1 1 1 1 1 1 1 <br /> I__ 1 1 1 1 1 1 <br /> MIIMI 1 1 1 1 1 1 1 <br /> MIIIII1 1 11111111I111 <br /> I_IM 1 1 I I I 1 <br /> =1 <br /> im. -IIII=111�—yy11=1111-�: y IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= IIII=_ <br /> !m! 11 1111=_—_ IH 1141E491 IIII IIII iIH_Hil HII IH1 IIII Ilil4 ill=IIII <br /> 5'-0" = IIII=IIII= IIII=IIII= 11=IIII=IIII=_1111=IIII=IIII=IIII=_IIII=1111=1111-IIII= <br /> X I=1111E_il EIIIIE III E1111=_IIII-IIII III-IIII IIII-IIII-IIII-IIII-IIII=IIII <br /> I _IIII=IIII= IIII=IIII- 11=1111=IIII=IIII=IIII=1111=1111=1111=1111=1111=1111 <br /> I1=1111=11 =IIII= III €IIII=1111=1111=1111=IIII=_1111=1111=IIII=1111=1111=III <br /> -_ IIII=IIII= IIII=IIII= 11=IIII=IIII=IIII=IIII-1111=1111=1111=1111=1111=IIII= <br /> 2-0" I=IIII-- IIII±±1 111I_1111=IIII=IIII=IIII=IIII-IIII=IIIIIIIIIIIIIIII <br /> IIII=IIII-7111=IIII=.1'1=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= <br /> #5 #6 <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 = 14'-0" (conservative) <br /> - Est. height of brick veneer = 22'-0" <br /> - Est. max height of chimney = 22'-0" <br /> Total Weight = 104psf (14'-0" perim x 22' tall) + 40psf (14'-0" perim x 22' tall) = 44,352 lbs <br /> ==> Assume Pile #5 & #6 each takes 1/2 of chimney load = 44.4k /2 = 22.2 k <br /> L120 ENGINEERING&DESIGN <br />