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11 of 21 <br /> PROJECT NO. SHEET NO. <br /> S200608-3 <br /> PROJECT 5102 27th Ave W, Everett, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization <br /> ONE TWENTY ZT DATE 9/11/2020 <br /> ENGINEERING&DESIGN BY <br /> 1 ( I1111 <br /> 11111 <br /> NMI 11 <br /> MEM ) 1111111111) <br /> • I 1 1 1 1 1 1 1 <br /> NUM�M 111111I11111, <br /> • 1 )111111111111=• 11111 <br /> �� ),111 '1I1 1�1 <br /> MIMI <br /> EMI 11 I 1 11I 1I 1 11I <br /> MEM <br /> �• � 1111111111111 <br /> MIM1 <br /> 1 1 1 1 1 1 <br /> O II�1 1111111111111 <br /> I j 111111111111 <br /> N I= ) I 1 ( 1 1 1 <br /> EMI <br /> MIN <br /> 1I1'III11I1'I <br /> MEM ) I11111111111 <br /> MIMI11=1 1 '1 1 ' 1_' 1 '1_'1NM <br /> MIMI <br /> EMI <br /> _I • — —1 'I_" __ _'_ _ __ 11=iiii= <br /> IMIMI <br /> �� !III_ _ ,111.71 IF J 111_iiii n11-1,11 _ill_. 11 ,Hi llli_liii=iiii <br /> T-0" 1=_IIII I111= Ilii—lin:: 1171 1—illi=_iiii-111E1111—iiii=_1111=1111—=iiii=11lIE <br /> iiii=1 E11 _Iili=1!II =iiii iiii=iiii=iiii=iiii=1111E=iiiiiiii=iiii-=iiii=iiii <br /> �� <br /> I=iiii III1= Ills—_1111= 11—_I i—iiii—iiii—iiii—iiii=1111=111i=_1111=1111=111i <br /> IIII-1 E 1 =_1111=1111 �1111 iiii=iiii=iiii=iiii=_iiii=iiii=iiii=1111E111i=111 <br /> 2'-0" 1=1111 iiii= 1111E1111= 11-1 i—ilii=_1111—iiii=1111�iiii=iiii= =iiiiiiii=iiii= <br /> I= —'1I Ilii=!! d. -111 'lit=1111_ 111E1iii=iiii=iiii=iiii=iiii=iiii=iiii <br /> l=iiii— III-11111=i111 = iiii=1111E(III=1!11=iiii=1!11=iiii=1111EIHI= <br /> #4 #5 #6 #7 <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 = 18'-0" (conservative) <br /> - Est. height of brick veneer= 25'-0" <br /> - Est. max height of chimney = 25'-0" <br /> Total Weight = 104psf (18'-0" perim x 25' tall) + 40psf (18'-0" perim x 25' tall) = 64,800 lbs <br /> ==> Assume Pile #4, #5, #6 &#7 each takes 1/4 of chimney load = 64.8k/4 = 16.2 k <br /> ==> Total pile reaction for Pile #4 & #7 = 16.2k + 10.3k = 26.5k <br /> L120 ENGINEERING&DESIGN <br />