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15 of 23 <br /> A / PROJECT NO. SHEET NO. <br /> 0,-- S230503-1 XR <br /> ��* 216 73rd St SW Everett WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 07/13/2023 <br /> lilili II11i1 <br /> I I I I <br /> • <br /> mmi <br /> 1.. I 1 1 I 1 1 1 <br /> ..I I I I I I 1 <br /> 1.. I 1 I I I I I <br /> ..1 I I 1 I I I <br /> -MI III IIIIIIIII <br /> MCI• 1111111111111 <br /> BUM 1111111111111 <br /> 1NINI■ 1 1 1 1 1 1 1 <br /> 1_� J111111I11111 <br /> 1�■ II I I I I I I I I III <br /> 0 1=. 1111111111111 <br /> L() 1 � 1 I <br /> 11 1 1 1 1 1111 1 <br /> r �� 1111111111111 <br /> ��I 1 1 I I I <br /> 1�. I I I I I I I <br /> 1 1 I I I I <br /> 1�■ I 1 1 1 I I 1 <br /> 1 1 1 1 1 1 <br /> MIMI <br /> . <br /> _ - -. I _ I _ _ I _ _ II—IIII_ <br /> �. I III IIII II=f1 I I III. 11 111 III 1111 III 1:1 111 IIII <br /> I IIII—IIII IIII 1 11 IIII=III IIII IIII IIII=I II IIII - I11 IIII 1111='- n <br /> III ..1111 IIIE1111 I _ III= III_ III 1 IIII 111=-1111= 111 i111_ I11 _III <br /> ��/ I IIII=1111 riii E it 5E111 IIII-=IIII IIII=1111 11 'III 111 iil1 <br /> _ 111._._II11 III,1111 II.- WE. I11_ 111_I 1__I111 -111_1111= II _111i= HI_ II <br /> 2'-0" I IIII=IIII=IIII I_=III IIII=III IIII=IIII IIII=IIIIIIII -IIII—IIII IIIIE <br /> III_IIII_ 111_1111= 111- I_'III I_' I111 '111 IIII- 111_1111= III_IIII <br /> 1=1111EIIIIE111I---TT-- Illlll I EWE —IIII` WIIEIIIIEIIII=1illEIIIIEIIII=1111E <br /> #5 #4 #3 #2 <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 = 15'-0" <br /> - Est. max height of chimney = 15'-0" <br /> Total Weight = 104psf(16'-0" perim x 15' tall) + 40psf(16'-0" perim x 15' tall) = 34,560 lbs <br /> ==> Assume Pile #3 &#4 each takes 1/2 of chimney load = 34.56 k/2 = 17.3 k <br /> ==> Assume Pile#2 &#5 each takes 1/4 of chimney load + Fndn load = 34.56 k/4 = 8.7 k <br /> ==> Total Load for Pile #2 &#5 = 8.7 k + 7.0 k = 15.7k <br /> L120 ENGINEERING&DESIGN <br />