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JOB °��f <br /> JINN AIM SHUTLER r <br /> - CONSULTING SHEET No.�l- -� <br /> _� OF <br /> mow mom CALCULATED <br /> nB,Y C l <br /> 12503 Bef-Red Road,Suite 100 DATE CV( 0 ` <br /> e Bellevue,WA 98005 SCALE <br /> (425)450-4075 ' FAX(425)450-4078 <br /> WIND LOAD ON COMPONENTS AND CLADDING <br /> Based on ASCE 7-10, Chapter 30, Part 2:Low-Rise Buildings (Simplified) <br /> Wind Criteria: <br /> Risk Category, I, II, Ill or IV(Table 1.5-1 of ASCE 7-10) - II <br /> Basic Wind Speed 110 MPH (See Figure 26.5-1A, B or C of ASCE 7-10) <br /> Exposure C <br /> Average roof height 35.00 'ft. <br /> Roof angle 0°to 7° <br /> Kzt= 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) 201 <br /> A = 1.45 6(1(t`b i ` t <br /> Note: The minimum design wind pressure is 16 PSF per Section 30.2.2 of ASCE -10. , n 6 l <br /> k 0,4)lt f tee,1 - kta , <br /> PaetA Kzt Pnet3o �` I-. <br /> (LRFD) � <br /> � ..._- � ' , <br /> Zone Area pnet30(PSF) pnet(PSF) h'� h� r <br /> 1 10 8.90 -21.80 31.61 <br /> 1 20 8.30 -21.20 30.74 X' I`= k' <br /> 1 50 7.60 -20.50 29.73 '" <br /> 1 100 7.00 -19.90 28.86 "* .. <br /> 2 10 8.90 -36.50 52.93 Fiat Roof Hip Roof(7° <0 5 27°) <br /> 2 20 8.30 -32.60 47.27 <br /> •s <br /> 2 50 7.60 -27.50 39.88 <br /> 2 100 7.00 -23.60 34.22 1 <br /> h FIN3 10 8.90 -55.00 79.75 <br /> _i r--"' tit <br /> 3 20 8.30 -45.50 65.98 �/ <br /> 3 50 7.60 -33.10 48,00 X� - <br /> 3 100 7.00 -23.60 34.22 -- '` N \��° <br /> 4 10 21.80 23.60 34.22 Gable Roof(0 S 7°) Gable Roof(7°<0<45°) <br /> 4 20 20.80 -22.60 32.77 <br /> 4 50 19.50Interior Zones al Zones Comer Zones i' <br /> -21.30 30.89 ❑ Askt•ZentlIWata-Iztel_I� ,l..br.z Ns..m5 .,.. <br /> 4 100 18.50 -20.40 29.58 <br /> 4 500 16.20 -18.10 26.25 Interior Zones Roofs -Zone 1 /Walls-Zone 4 <br /> 5 10 21.80 -29.10 42.20 End Zones Roofs -Zone 2/Walls -Zone 5 <br /> 5 20 20.80 -27.20 39.44 Corner Zones Roofs -Zone 3 �F\11'i <br /> 5 50 19.50 -24.60 35.67 �tP4ti <br /> 5 100 18.50 -22.60 32.77 CtS � r Qsz.0 tv <br /> ( <br /> 5 500 16.20 -18.10 26.25 Net Uplift Load Case= 0.6W-0.6 D.L. V•-i _ ` 1) <br /> �'()-\M <br /> BAR JOIST JOIST GIRDER 4. <br /> Full Joist D.L. 15.00 PSF Full Girder D.L. 17.00 PSF '. <br /> 0.6 x D.L. 9.00 PSF 0.6 x D.L. 10.20 PSF 1. <br /> D. L. to resist uplift 7.00 PSF D. L. to resist uplift 900 PSF <br /> Spacing 10.00 Ft. Spacing (Trio. Width) 60.00 Ft. <br /> Span 60.00 Ft. Span 56.00 Ft. <br /> r Tributary Area 600.00 Sq. Ft. Tributary Area 3360.00 Sq. Ft. <br /> Wind Uplift 34,22 PSF (LRFD) Wind Uplift 28.86 - PSF (LRFD) <br /> Net Uplift 13.53 PSF (ASD) Net Uplift 8.32 PSF(ASD) <br /> Specify - ' 14.00 PSF Specify ► 8.00 PSF <br /> File:Wind Components ASCE 7-10.xls, Modified 3-29-2016 <br />