Laserfiche WebLink
19 of 35 <br /> PROJECT NO. SHEET NO. <br /> �.�� S220725-3XR <br /> iTi <br /> z' <br /> �j PROJECT <br /> 1612 Rockefeller Ave Everett WA 98201 <br /> � <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY' <br /> ENGINEERING&DESIGN BY JT DATE 09/22/2022 <br /> Ir--� <br /> •==== � <br /> �.i <br /> �\ ___ <br /> --MIME_. <br /> 1_. ____. <br /> �� ----- <br /> .=1 __—___ <br /> �� INNE= <br /> INN__I ��� = <br /> �= ---- <br /> . <br /> • <br /> .� ___1_ <br /> O I_ulomi 1����r3 <br /> N _a mmi __m_� <br /> __I .------ <br /> 1_. 1______• <br /> __I .--_--- <br /> mini <br /> imm•I n. n n..in <br /> \ ..I <br /> IIII <br /> 5' 0° rill III_ --= 111=11I1= III lit- 111._- <br /> I IIIEIIII IIII= IIII=_1111=IHI I111 IIII <br /> _IIII 111E1 J11IIII= 111E-1H1= 111- <br /> 1111=IIII-IIII IIIIEIIIIE1111=IIII=lir 2,-0„ <br /> IIII= III_ =IIII=IIII= III=IIII_ <br /> IIIIEIIIIE-IIII - IIIIEIIIIEIIII=IIIIEIIII <br /> #1 #2 #3 #4 <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 = 14'-0" (conservative) <br /> - Est. height of brick veneer = 20'-0" <br /> - Est. max height of chimney = 20'-0" <br /> Total Weight = 104psf (14'-0" perim x 20' tall) + 40psf (14'-0" perim x 20' tall) = 40,320 lbs <br /> ==> Assume Pile #2 & #3 each takes 1/2 of chimney load = 40.32 k / 2 = 20.2 k <br /> ==> Assume Pile #1 & #4 each takes 1/4 of chimney load + Fndn load = 40.32 k /4 = 10.1 k <br /> ==> Total Load for Pile #1 & #4 = 10.1 k + 12.7 k = 22.8 k <br /> L120 ENGINEERING&DESIGN <br />