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18 of 29 <br /> PROJECT NO. SHEET NO. <br /> S211026-4XR <br /> I I <br /> PROJECT 5117 27TH AVE W , EVERETT, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 05/10/2022 <br /> LOAD ANALYSIS:IBC 2018- <br /> 1-STORY BUILDING Typical Helical Pile: 7'-O" Max: <br /> Max Wall Spacing=7'-0"Max Beam Span= 7.00 ft <br /> 'Typical @ Perimeter <br /> Roof LL(snow ground):25 psf Story # Trib DL LL RL SL EQ <br /> Floor LL:40 psf Roof 1 18.0 ft 270 plf 0 plf 360 plf 450 plf 0 plf <br /> Floor/Roof DL:15 psf Floor 1 10.0 ft 150plf 400plf 0 If 0 if 0 plf <br /> Brick Wall DL:39 psf p p <br /> Wood Wall DL:15 psf Brick Wall Ht 1 8.0 ft 312 plf 0 plf 0 plf 0 plf <br /> Stemwall DL:100 psf'8"stemwall Conc Wall Ht 1 2.5 ft 250 plf 0 plf 0 plf 0 plf 0 plf <br /> Typical Helical Pile: Total 982 plf 400 plf 360 pit 450 plf 0 plf <br /> Roof Trib: 0.5"36'span=18' Total x Span w/SW' 6.9 k 2.8 k 2.5 k 3.2 k 0.0 k <br /> Floor Trib:0.5`20'span'1 story=10' Total x Span w/o SW 5.1 k 2.8 k 2.5 k 3.2 k 0.0 k <br /> Typical Fir Ht:8' <br /> Concrete Ht=2'-6" `conserv.assumed for Unfactored Uniform Load 1,832 plf 1,582 plf <br /> load calculations Unfactored Point Load 12.8 k 11.1 k <br /> w/SW w/o SW <br /> Typical Concentric Pile: <br /> Roof Trib: 0.5*36'span=18' <br /> Floor Trib:0.5'20'span*1 story=10' <br /> Typical Fir Ht:10''1 story=10' <br /> Concrete Ht=2'-6" 'conserv.assumed for <br /> load calculations <br /> Typical Concentric Pile: <br /> Beam Span= 7.00 ft <br /> Story It Trib DI. LL RL SL EQ <br /> Roof 1 MO ft 270 plf 0plf 360 plf 450p1f 0pif <br /> Floor 1 10.0 ft 150 plf 400 plf 0 plf 0 plf 0 plf <br /> Wd Wall Ht 1 10.0ft 120 plf 0 plf 0 plf 0 plf <br /> Conc Wall Ht 1 2.5 ft 250 plf 0 plf 0 plf 0 plf 0 plf <br /> Total 790 plf 400 plf 360 plf 450 plf 0 plf <br /> Total x Span w/SW 5.5 k 2.8k 2.5k 3.2k 0.0k <br /> Total x Span w/o SW 3.8k 2.3 k 2.5 k 3.2k 0.0k <br /> Unfactored Uniform Load 1,640 plf 1,390 pif <br /> Unfactored Point Load 11.5 k 9.7 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 />