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I <br /> JOB 9r <br /> w <br /> ��� SHUTLER �'� <br /> I <br /> _M- CONSULTING SHEET No. �" OF <br /> -_- CALCULATED <br /> /�B'YG1 t <br /> 12503 Bel-Red Road,Suite 100 DATE U 0 , �' <br /> I <br /> l Bellevue,WA 98005 SCALE <br /> (425)450-4075 * FAX('25)450-4076 <br /> WIND LOAD ON COMPONENTS AND CLADDING <br /> I <br /> Based on ASCE 7-10, Chapter 30, Part 2:Low-Rise Buildings (Simplified) <br /> Wind Criteria: <br /> Risk Category, 1, II, III or IV(Table 1.5-1 of ASCE 7-10) = II <br /> I <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 /> I <br /> Roof angle Kit= 0°to 7° <br /> 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) 1 <br /> A = 1.45 6(ti(teb 1' �LI I <br /> Note:The minimum design wind pressure is 16 PSF per Section 30.2.2 of ASCE 7-10. f, 0,tq 101 <br /> CA a i, <br /> Pnet= Krt Pnet30100 <br /> �- <br /> Zone Area P„et30 (PSF) pnet(PSF) �� li \ <br /> 1 1 10 8.90 -21.80 31.61 <br /> 1 20 8.30 -21.20 30.74 �C ` <br /> Ii 1 100 7.00 -19.90 28.86 'd <br /> 2 10 8.90 -36.50 52.93 F t Roof Hip Roof(7° <0<_27°) <br /> 2 20 8.30 -32.60 47.27 <br /> 1 2 50 7.60 -27.50 39.88 '` <br /> 2 100 7.00 -23.60 34.22 <br /> h\ 5 <br /> I <br /> 3 10 8.90 -55.00 79.75 3 20 8.30 -45.50 65.98 \ ` \ \ <br /> / <br /> 3 50 7.60 -33.10 48.00 ; <br /> 3 100 7.00 -23.60 34.22 '` ›_ <br /> I <br /> 4 10 21.80 -23.60 34.22 Gable Roof(0 5 7°) Gable Roof(7°<0<_45°) <br /> 4 20 20.80 -22.60 32.77 <br /> 4 50 19.50 -21.30 30.89 ❑ Interior Zones mEnd Zones ® Comer Zones <br /> I <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 /> I <br /> 5 20 20.80 -27.20 39.44 Corner Zones Roofs Zone 3 �� <br /> 5 50 19.50 -24.60 35.67 c� t <br /> 5 100 18.50 -22.60 32.77 LAB. \A L,) <br /> 5 500 16.20 -18.10 26.25 Net Uplift Load Case=0.6W-0.6 D.L. V•A) 1(P <br /> I BAR JOIST JOIST GIRDER <br /> 4 <br /> Full Joist D.L. 15.00 PSF Full Girder D.L. 17.00 PSF <br /> 1 0.6 x D.L. 9.00 PSF 0.6 x D.L. 10.20 PSF <br /> D. L. to resist uplift 7.00 PSF D. L. to resist uplift 9.00 PSF <br /> Spacing 10.00 ` Ft. Spacing (Trib.Width) 60.00 Ft. <br /> Span 60.00 Ft. Span 56.00 Ft. <br /> 1 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 /> I <br /> Specify 14.00 PSF Specify ► 8.00 PSF <br /> File:Wind Components ASCE 7-10.xls, Modified 3-29-2016 <br /> I 1, <br />