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14 of 24 ' <br /> A PROJECT NO. SHEET NO. <br /> IPA <br /> ei."""" S220412-2XR <br /> �� <br /> PROJECT 6202 2nd Dr SE Everett WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY_ <br /> ENGINEERING&DESIGN BY JT DATE 06/27/2022 <br /> II, I ' ililil <br /> \ I I1111 I <br /> ��I 111111111111- <br /> 1=M11 I 1 1 1 1 1 1 <br /> NINE 1 1 I 1 1 1 <br /> 1MIN 1 1 1 1 1 1 1 <br /> MIMI 1 1 1 1 1 1 <br /> 1IMM 1 1 1 1 1 1 1 <br /> •=I 1 1 1 1 1 1 <br /> NMI 1 1 1 1 1 1 1 <br /> 1111111111111 <br /> MIMIMIMI 1 1 I 1 1 1 1 <br /> MIMI <br /> �11 I111111111111 <br /> �. 1111111111111 <br /> 11 11I1 IEEE <br /> 1=� 1111111111111 <br /> 1,() �■ 1 11 11 1 1 11 1 I 1 1 <br /> I_. 11111111I1111 <br /> NEVI 1 1 1 1 1 1 <br /> Imo■ I I I I I I I <br /> MINI 1 1 I 1 1 I <br /> 1I■ 1 1 1 I 1 1 1 <br /> MIMI 1 1 1 1 1 1 <br /> MIMI <br /> IEEE <br /> I11 1113 Iil1 1111-11 (III=III IIII-R 1i1i ,11 Fill lilt 1111 IIII <br /> I' I' 5'-0" Ili i t ; _Ili 1111 III IIII III III !i_ it =111� III llll_ 111=111 <br /> ,( I /( I IIII=IIII IIII=IIII= 1 IIII=III llli=IIII 1111E-1111 IIII IIII IIII IIII <br /> III IIII III IIII IN: III III III ;II IIII III IIII= III IIII= III-11 <br /> I 111i-ih1 1111=IIII=11 1111111 IIII=IIII III!=IIII IIII IIIIIIII IIII= <br /> 3'-0" ;11_1111 ! 1_I11' III 1_ 1I1= 111= 1111111_'I I_IIII_ III_I111_ 111_IIII <br /> 1-IIII-111'-:iii=II11-I1, IIII-11 1111EIIII-!III ill=IIII=11il-IIII-IIII- <br /> #12 #13 <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 = 20'-0" (shortened to account for reduced perimeter in the upper section) <br /> - Est. max height of chimney = 20'-0" (shortened to account for reduced perimeter in the upper <br /> section) <br /> Total Weight = 104psf(16'-0" perim x 20' tall) + 40psf(16'-0" perim x 20' tall) = 46,080 lbs <br /> ==> Assume Pile #12 & #13 each takes 1/2 of chimney load = 46.0 k/ 2 = 23.0 k <br /> L120 ENGINEERING&DESIGN <br />