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• <br /> A PROJECT NO. SHEET NO. <br /> S201123-4XR <br /> ��4PROJECT 1011 Temple Dr, Everett, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY ZT DATE 1/18/2021 <br /> Oi i' 'i 11i <br /> 1111 1 1 ( 1 1 1 1 <br /> I I 1 l l 1 <br /> I I I I I I I <br /> 1 1 1 1 1 1 <br /> I i I I I 1 1 1 1 <br /> 111111 <br /> I I I I 1 1 <br /> I I 1 1 1 1 <br /> '���'I�I1f <br /> O I 1 1�1�1�1'1.1.1 <br /> N 1 1 1 1 1 1 <br /> )1 1 1 1 1 1 1 1 <br /> [-I f'iti�1�i <br /> 11 <br /> I'I'/ -IIII-IIII-IIII-IIII-.IIII-IIII-IIII I I III IIII IIII IIII IIII 1 II_IIII_ <br /> Jr` IIII=!III�IIII�IIII=_II1=11{IT1111=1111_i IIII=IIII=1111=1111=IIIlcllll=111! <br /> 4'-0" 1=1111=1111=All=IIII=IIII=IIIl=1l11=IIII=IIII_=IIII=IIII_=IIII=1111=1111=IIII= <br /> IIII=1111=IIII=IIII-IIII=1111=1111=1111=1 1=IIII-IIII=IIII-1111�1111=1111=_IIII <br /> f/ 1=1111f1111=IIII=IIII=IIII=_IIII=IIII=IIII-IIII=1111=1111=1111=1111=1111=1111 <br /> IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1 1=IIII=IIII=IIII=IIII=IIII=IIII=111 <br /> „ 1=IIII=IIII=IIII=1111=1111=IIII=IIII=_IIII-1111=11111111=1111=1111=IIII=IIII= <br /> 2-0 =1111=IIII=IIIIEIIII=IIII=IIII=IIII=IIII IIIIE1111IIII=IIII=IIII=_IIII=IIII <br /> 1=IIII=1111=1111=IIII=IIII=IIII=IIII=III - III=IIII=IIII=IIII=IIII=IIII=IIII= <br /> #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 = 12'-0" (conservative) <br /> - Est. height of brick veneer= 20'-0" <br /> - Est. max height of chimney = 20'-0" <br /> Total Weight = 104psf(12'-0" perim x 20' tall) + 40psf (12'-0" perim x 20' tall) = 34,560 lbs <br /> ==> Assume Pile #6 takes 1/2 of chimney load + Fndn load = 34.56/2 + 9.0 = 26.3 k <br /> L120 ENGINEERING&DESIGN <br /> \LA \11:L <br />