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15 of 23 <br /> PROJECT NO. SHEET NO. <br /> 1.00•1" S230130-2XR <br /> ��s PROJECT 5117 23rd Ave W, Everett, WA <br /> LONGITUDE SUBJECT Foundation Stabilization <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY PAM DATE 03/17/23 <br /> 1 ----- <br /> / Em•im..... <br /> __I _A_. <br /> :rN <br /> ==I ___=_ <br /> M=MI im mio <br /> M=_ --=—1 <br /> �_� ----- <br /> M=_ —=-- <br /> En __I ____umm _. <br /> cV mom _m <br /> mom ����M <br /> _NM M=MEMINI. <br /> Min ----- <br /> ____. <br /> .__ ----- <br /> .__ NEMINNINili. <br /> _� <br /> WIr <br /> /l' I IC•I • I ••I • <br /> • • <br /> #5 #6 <br /> Perspective Elevation <br /> Support below (E) Chimney <br /> - Unit weight of existing bricks = 39psf (4" clay brick) <br /> - Unit weight of CMU lower level = 104psf (assume 10" normal weight solid grouted) <br /> - Est. length of chimney perimeter = 16'-0" (conservative) <br /> - Est. height of brick veneer = 25'-0" <br /> - Est. max height of chimney = 25'-0" <br /> Total weight = 104psf (16'x25') + 39psf (16'x25') = 58k <br /> Assume each pier to take 1/2 load = 58k/2 = 29k <- STABILIZE ONLY <br />