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Page 8 of 10 <br /> � <br /> TU�F SH�Dm <br /> Storage Buildings a Garages <br /> 17777 South Harrison Streel,Suite 600 • Denver,CO 80210 <br /> office:303-753-8833 • facsimile:303-782-5027 <br /> Wind alculations (MWFRS) <br /> Alternate all-heights met od(2012 IBC/2010 FBC/2013 CBC 1609 6) <br /> Wind Speed,vASO• 108 mph <br /> Wind Exposure: C <br /> Risk Category� I-Low Hazard <br /> RoofAngle= 22.62 <br /> Gable Wall Span= 16.0 ft. <br /> Longitude Wall Span= 16.0 ft. <br /> nclosure Classification: Enclosed Section 26.10 <br /> KZ�= 1 Section 26.8.2 <br /> Kz 0.85 Table 27.3-1 <br /> Kd= 0.85 Table 26.6-1 <br /> Mean Roof Hei ht= 11.42 ft. <br /> C+net Pnet <br /> +Internal -Internal +Intern I Pressure -Internal Pressure <br /> Windward wall: 0.43 0.73 11 0 psf 18.68 psf <br /> Leeward wall: -0.51 -0.21 -13 05 psf -5.37 psf <br /> Sidewall: -0.66 -0.35 -16 89 psf -8.96 psf <br /> Leeward roof• -0.66 -0.35 -16 89 psf -8.96 psf <br /> Windward roof� -0.58 -0.28 -14 84 psf -7 17 psf <br /> Wind parallel to roof• -1 09 -0.79 -27 89 psf -20.22 psf <br /> max. pWaii= 18.68 psf <br /> max. P�oof= -27.89 psf <br /> V�= 1,707 Ibs. Max.Longitudinal S ear <br /> VT= 1,707 Ibs. Max.Transversial S ear <br /> Max. u lift ressure= -8,061 Ibs. Max.u lift ressure n the buildin due to wind on roof <br /> Diaphragm Calculations <br /> Length(for shear) ' <br /> Wall A. 12.0 ft. <br /> Wall B: 0 ft. <br /> Wall C� 12.0 ft. <br /> Wall D• 16.0 ft. <br /> Wind Seismic <br /> v�= 106.7 plf Longitudinal Shear ress v�= 3.5 plf Longitudinal Shear Stress <br /> vT= 106.7 pif Transversial Shear tress vT= 3.5 plf Transversial Shear Stress <br /> Diaphragm&Nailing Strengt vaiioW <br /> Roof Sheathing is 7/16"OSB with foil backing vw 240 0 plf 240.0 plf <br /> with 8d common nails @6"o.c. at edges,and v5= 240.0 plf 240.0 plf <br /> @12"o.c.for field nailing. <br /> Wall Sheathing is 3/8"Smartside with foil backing vw 220.0 plf 220 0 plf <br /> with 8d common nails @6"o.c.at edges,and v5= 220.0 plf 220 0 plf <br /> @12"o c.for field nailing. <br /> Wind Seismic vaiioW <br /> Wall A. 142.3 plf Wall A. 4 6 plf 220 0 plf Co= 1 00 <br /> Wall B #DIV/0! Wall B• #DIV/0! 220 0 plf Co= 1 00 <br /> Wall C 142.3 plf Wall C• 4 6 plf 220 0 plf Co= 1 00 <br /> Wall D� 213 4 plf Wall D� 6.9 pif 220.0 plf Co= 1 00 <br /> Roof= 106 7 plf � I <br /> , , <br />