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0 • <br /> JOB:TS Accessory Building <br /> ,/re INNIS & ASSOCIATES #170a95881 NO. 24737 <br /> Consulting Engineers, Inc. <br /> 1110 Westmark Drive SHEET NO. 1 OF 14 <br /> Saint Louis,Missouri 63131-1735 CALC. BY SC DATE 7/12/2018 <br /> Structural Calculations for: , <br /> Glynis Gray Project Location: Everett, WA <br /> Tuff Shed Project No. 170-795881 Building Code: 2015 IBC <br /> Building Dimensions: Overall Building Width: B 24 ft$'0•16 <br /> Overall Building Length: L y18•ft+;0•ir (nb. ridge runs parallel to Length) <br /> Building Overhangs: Bover =`12-in Lover 12•fir <br /> Plate Heights: Finished Floor Elevation: hfioor _= 0.5•ft <br /> 1' <br /> Top of Plate Elevation: hfioor2 8.1•ft hpiate:= hfioor2 <br /> Roof Pitches: pitch = 12 Roof Angle: 0:= atan(pitch) 0= 22.62•deg <br /> 5-pitch <br /> Peak Roof Height: hpeak hfioor2+ 2 hpeak= 13.1 ft <br /> Mean Building Height: hmean:= (hfloor2+ hpeak .0.5 hmean= 10.6ft <br /> Consider Vertical Loads: / <br /> Dead Loads: Roof Dead Load, DLroot: DLroof 10•psf <br /> Wall Dead Load, DLwaii: DLWaii := 8-psf <br /> Live Loads: Roof Live Load Correction Factors: Ri = 1 R2 0.95 '?I: <br /> ��r�lti <br /> Roof Live Load: LL 20 psf roof= p `;‘0,/ ' <br /> , �. c 3t 27 g <br /> Snow Loads: Roof Snow Load: SLroof:= 25psf y!b4+g' rr;,� r `(z) <br /> Roof Load Summary Roof End Reactions: '\/ <br /> Roof Support: Trusses @ 24 in.c/c Dead Load: 5 11 <br /> Truss Span(ft): 24 Rroof_DL (2 + SoverJ•DLroofrtspacing <br /> Roof Dead Load(psf): 10 <br /> RRoof Live Load(psf): 20roof_DL= 260 lb <br /> Roof Snow Load(psf): 25.00 g r1SLroofl� <br /> Total Load: <br /> Governing Total Load(psf): 35 Rroof_LL•= 2 + gover •max •rtspacing <br /> See Calculations to Follow \LLroof/1 <br /> R000f LL = 650 lb <br /> THIS SET OF <br /> DRAWINGS SHALL <br /> BE ON JOB SITE <br /> AT ALL TIMES. <br /> P:\O PROJECTS\24000\24700'9..4;2, .S170-795881 <br />