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stru <br />ures <br />AOstructures Inc, <br />PO Box 413 <br />Carnelian Bay, CA 96140 <br />916.541.8586 <br />www,AOstru ctu res. com <br />Input Variables <br />Wind Calculations <br />Per ASCE 740 MWFRS <br />Wind Speed <br />110 mph <br />Exposure Category <br />C <br />Roof Shape <br />Monoslope <br />Array Till <br />20 degrees <br />Mean Roof Height <br />15 ft <br />Wind Flow <br />Clear <br />Design Wind Pressure Calculations <br />Wind Pressure P=qh*(G*Cp) <br />qh = 0.00256 * Kz " Kzt" Kd * V^2 <br />Kz (Exposure Coefficient) = 0.85 <br />Kzt (topographic factor) = 1 <br />Kd (Wind Directionality Factor) = 0.85 <br />V (Design Wind Speed) = 110 mph <br />Risk Category = II <br />qh = 22.38 <br />(Table 30.3-1) <br />(Fig. 26.8-1) <br />(Table 26.6-1) <br />(Fig. 26.5-1A) <br />(Table 1.5-1) <br />MWFRS Uplift Calculations - WD = 0 (From ASCE 7-10) <br />Cp (Fig. 27.4-4) G GCp Pressure Frame X pif Loading <br />A Cnw -1.30 0.85 -1.11 -24.7 psf 65f <br />-160.7 pif <br />B Cnw -2.23 0.85 -1.90 -42.5 psf 6.5 ft -276.2 plf <br />A Cnl -1.50 0.85 -1.28 -28.5 psf 6.5 ft -185.5 pif <br />B Cnl -0.20 0.85 -0.17 -3.8 psf 6.5 ft -24.7 plf <br />MWFRS Down Calculations - WD =180 (From ASCE 7-10) <br />Cp (Fig. 27.4-4) G GCp Pressure Frame X plf Loading <br />A Cnw 1.57 0.85 1.33 29.8 psf 6.5 ft 193.7 pif <br />B Cnw 2.07 0.85 1.76 39.3 psf 6.5 ft 255.5 plf <br />A Cnl 1.73 0.85 1.47 33.0 psf 6.5 ft 214.3 plf <br />B Cnl 0.67 0.85 0.57 12.7 psf 6.5 ft 82.4 plf <br />Magnolia Solar Light - Calcs 2 <br />stru <br />u res <br />LATERAL LOADING <br />SEISMIC ANCHORAGE OF MECHANICAL EQUIPMENT <br />Fp of Mounted Equipment) <br />Per ASCE 7-10, Chapter 13 <br />Design Values <br />Sds = 1.54 <br />S1 = 0.81 <br />Importance Factor = 1.00 <br />Seismic Design Category = E <br />Component Response Modification Factor (Rp) = 2.5 <br />Component Amplification Factor (ap) = 1.0 <br />Component Importance Factor (Ip) = 1.0 <br />7Jh = 1.00 <br />Equipment Weight (Wp) = 0.50 k <br />Seismic Design Force <br />Fp = 0.4 * ap * SDS " Wp (1 + 2z/h) <br />(RpIlp) <br />0.37 k Governs <br />S2o = 1 <br />t:2o Fp = 0.37 k <br />0.30 k <br />(Tabe 111.5-1) <br />(i able 11.6-1) <br />(Table 13.6-1) <br />(Table 13.6-1) <br />AOstructures Inc. <br />PO Box 413 <br />Carnelian Bay, CA 96140 <br />916.541.8586 <br />www.AOstructu res.com <br />LENZI SOLAR <br />LENZI INCORPORATED <br />B#1007527 <br />847 N, CLUFF AVE, SUITE B I <br />LODI, CA 95240 <br />9)224-5950 <br />www.lenzlconstructlonandsolar,com <br />SOLAR LIGHT POLE <br />3222 COLLIER RD, EAST <br />ACAMPO CA 95220 <br />Project Details: <br />PV ARRAY: 550 W <br />BATTERY BANK: 224 Ah, 5.4 kW <br />REVISIONS <br />DESCRIPTION DATE REV <br />PERMIT SET 12/31/2019 A <br />Sheet Title: <br />STf�U CTU IAL <br />CALCULATIONS 2 <br />Sheet Number: <br />55.0 <br />Sheet Slze: <br />ANSI B- 17 X I I" <br />DRAFTING BY: <br />DN CARDWELLG� <br />7 <br />SepiSOlar. <br />POWER 1Y DESIGN <br />Reviewed 4 Apfirovedd <br />by: <br />