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a ` <br /> Snow Load 41-50 psf <br /> Modules in Landscape <br /> Wind..Speed Exposure 2:12<Roof Pitch<6:12 7:12<.Roof Pitch<12:12 <br /> ASCE 7-05 ASCE 7-10' Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2. Zone 3 <br /> B 59 - <br /> 85 mph 110'mph. C 42 <br /> D 56 35 . <br /> B 54 <br /> 90 mph .115 mph. C 61 38 <br /> D 51 32 <br /> B 45 <br /> 100 mph 125 mph C 51 32 <br /> D 43 27 <br /> B 57 36 <br /> 110 mph 140 rnph C 41 26- <br /> D 59 34 22 46 46 <br /> B 50 31 <br /> 120 mph 150 mph C 61 36 22 47 47 <br /> D 51 30 A 49 Q 40 <br /> Notes: <br /> Spacing Governed by Snow-Load <br /> 1.)Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, <br /> .however the designer must round down to meet appropriate rafter spacing <br /> 2.)Maximum allowed spacing approved by EcoFasten Solar is.72" <br /> 3.)Maximum allowed standoff capcity=547#(per testing results)- <br /> 4.)Includes additional factor of safety of 1.5 for lag pullout capacity <br /> 5:)Values based on a.maximum module width of 40" <br /> 6.)Based on Risk Category II(ASCE 7-10)structures less than 30 feet in height <br /> 7.)All adjustment factors are set to 1.No site specific engineering.is Included in this table <br /> Snow Load 41-50.psf <br /> Wind Speed Exposure 1 2:12<Roof.Pitch-<6:12 7:12<Roof-Pitch<12:12 <br /> ASCE 7=05 ASCE 7-10 Category Zone 1 Zone 2 - Zone 3 Zone 1 Zone 2 Zone 3 <br /> 85 mph 110 mph C 38" 'i 24 <br /> B 30 <br /> 90 mph 115.mph C 35 22 <br /> D 29' 18. <br /> 7 F.__� •_. <br /> 100 mph 125 mph C 29 18 f <br /> D 26 ; - 15 <br /> B 33 20 <br /> .110.mph 140 mph.. C 23 14 <br /> D 19 12 <br /> 120 mph 150 mph C 35 20 12 <br /> D 29 17 10 k_. 22 22 <br /> Notes: <br /> .-Spacing Governed by Snow Load <br /> 1.)Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff <br /> 2.)Maximum,allowed spacing approved by EcoFasten Solar is 48" <br /> 3_)Maximum allowed'standof,,capcity=547#(par testing results) <br /> 4.)Includes additional factor of safety of 1.5 for lag pullout capacity <br /> 5.)Values based on•a maximum module length of 70" <br /> -6.)Based on Risk Category.It(ASCE 7-10)structures less than 30 feet In height <br /> 7.).AII adjustment factors are set to 1.No site specific engineering.is included In this table <br /> www.ecofastensolar.com- info@ecofastensoiar.com 877-859-3947 11- <br />