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• <br /> A P' 'JECT NO. SHEET NO. <br /> or S200803-2 <br /> 110, <br /> �•0 PROJECT 2612 E Grand Ave, Everett, WA <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY KJ DATE 11/25/20 <br /> ENGINEERING&DESIGN BY <br /> LOAD ANALYSIS:IBC 2015-1-STORY <br /> BUILDING <br /> Roof LL(snow ground):25 psf \ <br /> Floor LL:40psf V <br /> Floor/Roof DL:15psf <br /> Wall DL:12psf UZ X U2 <br /> Stemwall DL:100 psf(8"wall) <br /> Roof Trib: 0.5*10'span=5' <br /> Floor Trib:0.5*20'max span=10' <br /> Typical Fir Ht:10'*1 story=10'-0" <br /> Case 1:Uniform Load: - - - <br /> WoL=l5psf*(5'+10')+12psf*(10')=0.35kif <br /> WDL(stemv rQ=0.25k1f <br /> Ws_=25psf*(5')=0.125 klf <br /> WLL=40psf*(10')=0.40 klf 2'-2" <br /> WTL=DL+SL+LL= 8") <br /> 0.35k1f+0.125k1f+0.4k1f=0.875 klf(w/o stemwaIl) <br /> 0.35k1f+0.25k1f+0.125k1f+0.4k1f=1.125k1f(wl <br /> stemwall) <br /> Refer to attached calculations for analysis. <br /> NOTES: <br /> 1. Both uniform and point loads analyzed in the following calculations.Uniform loads are <br /> assumed to be standard due to load distribution from bearing walls,however,the additional <br /> point load is conservatively considered here for any major beam supports from above. <br /> 2. Maximum loading on the grade beam was determined by inspection of the building <br /> geometry and through conservative assumptions regarding span lengths and support <br /> wall/foundation. All concrete walls assumed full tributary span of floor and roof members. <br /> L120 ENGINEERING&DESIGN <br />