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9 <br /> Snow Load 51-60 psf <br /> Modules in Landscape. <br /> Wind Speed . Exposure 2:12<Roof Pitch<6:12 7:12-C Roof Pitch-C 12:12 <br /> ASCE 7-05 ASIDE 7-10 Cate o Zone 1 . Zone 2 Zone 3 Zone 1. Zone 2 Zone•3 <br /> B .5 5 Pp <br /> 85 mph 110 mph C 42 34 <br /> D �S 35 <br /> B 5� 54 <br /> 90 mph 115 mph C 38 <br /> D 51 32 <br /> B 45 <br /> 100 mph 125 mph C_ 5 51' 32 <br /> D a 43 27 <br /> B 36 q <br /> 110 mph 140 mph C 41' 26 <br /> D 34 22 4 <br /> B 5 50 31 <br /> 120 mph 150 mph C 5 36 22 d <br /> D 51 30 19 3�1 <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 51-60 psf <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 /> 85 mph 110 mph- C 24 <br /> - - D 32 20 _ <br /> B 30 <br /> 90 mph 115 mph C 22 <br /> D 29 18 <br /> B 26 - <br /> 100 mpb 125 mph C 29' 18 <br /> D 26 15 <br /> B 20 <br /> 110 mph 140 mph C 23 14 <br /> D 19 12 <br /> 120 mph 150 mph C 20 12 <br /> D 29. 17 10 <br /> Notes: <br /> ®Spacing Govemed by Snow Load <br /> 1.)Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFesten Solar standoff <br /> 2.)Maximum allowed spacing approved by EcoFasten Solar is 4W <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 length of 70" <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 /> www.ecofastensolar.com info.@ecofastensolar.com 871-859-3947 12 <br />