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• 20 of 30 <br /> • PROJECT NO. SHEET NO. <br /> S210803-1 XR <br /> i <br /> PROJECT 1817 HOYT AVE , EVERETT, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY NJ DATE 9/26/21 <br /> ------- <br /> I______. <br /> ----- - <br /> 1----PRZlial <br /> � <br /> \ ...--.. <br /> INIiIN...IN <br /> I...... <br /> Ira M-INIMIININEM <br /> I-----. <br /> .j.L�...L�I4 <br /> MIMI I=MMININ= <br /> IMIE <br /> __ ___ <br /> .: ...ICD .....o <br /> wimmwommm <br /> 1_. immmmmms <br /> _____ <br /> �. im====mo <br /> ._.. <br /> mmnimime <br /> mmi WNW. <br /> Imo mmidri,!riirhin <br /> 1�. <br /> l ..I <br /> ,k1 ,1,\15'-0° 1=1111= III=1111=IIII=1111= 111=1111= <br /> 1111=1'. III-II=1111=1 -111 - III- 1=1111= <br /> i=1111= III=1111= III=1111= III=IIII=_ III-; <br /> 1111=1111=111C1111=1111=1111=111C1111=11 <br /> 1'-6° i=11i1= III=1111= 111E1111E'iii=iiII= 111 <br /> 1111E1111E1111E1111E1111E1111E1111E1111=1111= <br /> 1 #2 #3 #4 <br /> LOAD ANALYSIS: IBC 2018-1-STORY <br /> BUILDING <br /> Typical Pile 6'-0"(chimney)Span: <br /> CMU=104psf NOTES: <br /> Brick veneer 39psf 1. Both uniform and point loads analyzed in the following calculations.Uniform loads are <br /> Brick Height: 15' assumed to be standard due to load distribution from bearing walls,however,the additional <br /> CMU height: 15' point load is conservatively considered here for any major beam supports from above. <br /> Perimeter of Chimney: 13' <br /> 2. Maximum loading on the grade beam was determined by inspection of the building <br /> Case 1:Total Weight geometry and through conservative assumptions regarding span lengths and support <br /> 104psf(13'* 15')+39(13'*15')= wall/foundation. All concrete walls assumed full tributary span of floor and roof members. <br /> 27,8851bs <br /> 27.89 kips/4=7 kips <br /> Refer to attached calculations for <br /> analysis. <br /> LI20 ENGINEERING&DESIGN <br />