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Page 9 of 10 <br /> TUFF SHED" <br /> Siorage Buildings s�Gara9es <br /> 17777 South Harrison Sireet,Suite 600 • Denver,CO 80210 <br /> oHice:303-753-8833 • facsimile:303-782-5027 <br /> Foundation Calculations <br /> Fe=1500 psf Min.allowable bearing pressu e <br /> P„�505.9 plf Max.load per foot of wall <br /> bfl9 4.05 in. min.required footing width <br /> PL,,,m 1,349 Ibs. Maximum point Ioad <br /> bft9 129.48 sq.in. Min.required footing area <br /> Reclangular pad=7 19 in. min.required footing width <br /> Anchor Calculations <br /> Wall A Wall B '� <br /> No.anchor bolts=0 No.anchor bolts=0 <br /> Widlh=12.0 ft. Width=16.0 ft. � <br /> Height=8.09 ft. Height=8.09 ft. <br /> P�„a=1,7071bs. P,„„�=1,7071bs. ' <br /> P�,sm;�SS lbs. P,�i,mk=551bs. <br /> Wall Weight=600.48 Ibs. Wall Weighl=878.64 Ibs. <br /> Upliftw„d=550.42 Ibs. (neg.value=dead load>uplift) Uplift„„�=-15.46 Ibs. (neg.value=dead load>uplift) <br /> Uplift��-563.131bs. (neg.value=dead load>uplift) UpliftY;s,,,;�-850.63 Ibs. (neg.value=dead load>uplift) <br /> Allowable Service,wind:#DIV/01 #DIV/01 Allowable Service,wind:0.00 ok.No additionai halddowns required. <br />� Allowable Service,seismic:0.00 ok.No additional holddown reqWred. Allowable Service,seismic:0.00 ok.No additional holddowns required. <br />, Wall C Wall D <br />, No.anchor bolls=0 No.anchor bolts=0 <br /> Widlh=12.0 ft. Width=16.0 ft. <br /> Height=8.09 ft. Height=8.09 ft. <br /> P.m,b=1,7071bs. P�ww=3,4141bs. <br /> P�;s,,,;�551bs. Ps��,,,K=111 Ibs. <br /> Wall Weight=600.48 Ibs. Wall Weight=878.64 Ibs. <br /> Uplift�„�=550.42 Ibs. (neg.value=dead load>uplift) Uplift,„„a=847.72 Ibs. (neg.value=dead load>uplift) <br /> UpliRse;sm;�-563.13 Ibs. (neg.value=dead load>uplift) Uplif4e�,,,;�-822.61 Ibs. (neg.value=dead load>uplift) <br /> Allowable Service,wind:#DIV/0! #DIV/01 Allowable Service,wind:#DIV/0! #DIV/01 <br /> Allowable Service,seismic:0.00 ok.No additional holddown re uired. Allowable Service,seismic:0.00 ok.No additional holddowns re uired. <br /> Buiiding Upiift <br /> Wind uplift=-8,061.03 Ibs. <br /> Min.building weight=4,823.281bs. <br /> Additional min.dead load=.0 Ibs. additionai dead load due to st eI floor,wood base,or other permanent loads,if any,(not including foundation) <br /> Net uplift=-3,237.75 Ibs. <br /> Total no.of anchor bolts(min.)=0 (Does not include additional h Iddowns for overtuming of the walls.) <br /> Anchor balt uplift=.0 Ibs. <br /> Additional anchors re uired <br /> ti <br /> � <br />