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Snow Load.41-50.psf <br /> i <br /> Modules In Landscape F° <br /> Wind S eed 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 Zane 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..1 C 51 32 <br /> D 43 27 - <br /> B 57 36 <br /> 110 mph 140 mph C. 41 26. <br /> D :59 34 22 46 46 <br /> B , -So .31' <br /> 120 mph ' 150 mph C 81 36 22 47 47 <br /> D 51 30. 49,` 40 :' 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° i <br /> 6.)Based on Risk Category If(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 2:12i<Roof Pitch-<6:12 7:12<Roof.Pitch.<12:12 <br /> ASCE 7-05 ASCE 7-10 Cate o. Zone 1. Zone 2- Zone 3 Zone 1 Zone.2 . Zone:3 <br /> • - B <br /> 85 mph 110 mph C 38' 24 <br /> D a. ,32 20_. <br /> B 30. <br /> 90 mph 115 mph C 35 22 <br /> D 29 18. <br /> 100 mph" . 125 mph C � 29 18 <br /> D 26 _ 15 <br /> B 33 20T <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 10 922` $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'standoff capGty=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 length of 70" ' <br /> 6.)Based on Risk Category.it(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 /> www.ecofastensolar.com info@ecofastensolaccom 877-859-3947 1,1 <br />