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/MAIM SHUTLER JOB e11-`��6.vP' <br /> _II 1111111111111 CONSULTING SHEET No, ' f1k OF <br /> NEW NMI ENGINEERS, INC. CALCULATED BY <br /> DATE Vay 1 ()-T) ! <br /> i` 1 12503 Bel-Red Road,Suite 100 <br /> Bellevue,WA 98005 SCALE <br /> 1(425)450-4075 * FAX(425)450-4076 <br /> t <br /> WIND LOADS -MAIN WIND FORCE RESISTING SYSTEM <br /> Simplified Design Wind Pressure based on Section 28.6 of ASCE 7-10 <br /> Wind Criteria: <br /> Risk Category, I, II, Ill or IV = lI (See Table 1.5-1 of ASCE 7-10) <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 5° <br /> KZ1= 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) <br /> A= 1.45 I <br /> Minimum wind pressure, !Ds, for Zones A and C is +16 PSF, Zones B and D is+8 PSF, while assuming <br /> ps for Zones E, F, G and H are equal to zero psf. (Section 28.6.4 of ASCE 7-10) <br /> Fs <br /> Ps-A * Kzt* PS3o <br /> Load Case 1 Load Case 2 <br /> Zone Ps3o Ps <br /> A 19.20 PSF 27.84 PSF _ <br /> B -10.00 PSF -14 --1=2PSF <br /> C 12.70 PSF - 18`.4;-,-PSF <br /> ( <br /> ._ D -5.90 PSF (. -8.756 PSF <br /> E -23.10 PSF -33.50 PSF <br /> F -13.10 PSF -19.00 PSF <br /> b') G -16.00 PSF -23.20 PSF <br /> 'N $ H -10.10 PSF -14.65 PSF <br /> \4• s; EOH -32,30 PSF -46.84 PSF <br /> /-P GoH -25.30 PSF -36.69 PSF <br /> Main Wind Force Resisting System—Method 2 h 5 60 ft. <br /> Figure 28.6-I I Design Wind Pressures i <br /> Enclosed Buildings Walls&Roofs <br /> © © 0 <br /> ___„ i"fe 0.),y,,, <br /> 0 gig <br /> 1114440tamt OP' <br /> Ell4,.!1110). <br /> .,..,-ppp „it <br /> „...- ri Aip. <br /> Case A .n� ..„,„, , <br /> �O A - <br /> r,„ rb <br /> r% ^Case B <br /> File:Wind cover ASCE 7-10.xls, modified 7-24-13 <br />