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• <br /> 14 of 23 <br /> PROJECT NO. SHEET NO. <br /> S201001-1XR <br /> / <br /> PROJECT 518 51ST ST SW, EVERETT, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 12/29/2020 <br /> LOAD ANALYSIS:IBC 2015- <br /> 1-STORY BUILDING <br /> Max Wall Spacing= 8'-0"Max Typical Perimeter Pile: 8-0" Max <br /> *Typical @ Perimeter <br /> Beam Span= 8.00 ft <br /> Roof LL(snow ground):25 psf <br /> Floor LL:40 psf Story U Trib DL LL RL SL EQ <br /> Floor/Roof DL:15 psf <br /> Wall DL:12 psf Roof 1 15.0 ft 225 plf 0 plf 300 plf 375 plf 0 plf <br /> Stemwall DL:100 psf*8"stemwall Floor 1 7.0 ft 105 plf 280 plf 0 plf 0 plf 0 plf <br /> Typical Pile: Wd Wall Ht 1 10.0 ft 120 plf 0 plf 0 plf 0 plf <br /> Roof Trib: 0.5*30'span=15' Conc Wall Ht 1 2.5 ft 250 plf 0 plf 0 plf 0 Of 0 plf <br /> Floor Trib:0.5*14'span*1 story=7' Total 700 plf 280 plf 300 plf 375 plf 0 plf <br /> Typical Fir Ht:10'*1 story=10' <br /> Concrete Ht=2'-6" *conserv.assumed for Total x Span w/SW 5.6 k 2.2 k 2.4 k 3.0 k 0.0 k <br /> load calculations Total x Span w/o SW 3.6 k 2.2 k 2.4 k 3.0 k 0.0 k <br /> Unfactored Uniform Load 1,355 plf 1,105 plf <br /> Unfactored Point Load 10.8 k 8.8 k <br /> w/SW w/o SW <br /> Notes: <br /> 1. Both uniform and point loads analyzed in the following concrete beam analysis.Uniform loads are assumed to be standard due to load distribution <br /> from bearing walls,however,the additional point load is conservatively considered here for any major beam supports from above. <br /> 2. Maximum loading was determined by inspection of the building geometry and through conservative assumptions regarding span lengths and <br /> support wall/foundation. All concrete walls assumed full tributary span of floor and roof members. <br /> L120 ENGINEERING&DESIGN <br />