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Snow Load 21-30 psf <br /> Modules In,Landscape <br /> Wind S'eed Exposure 2:12 a Roof Pitch<6:12 7:12�Roof Pitch a 12:12 <br /> ASCE:7-05 ASCE 7-10 Cate b o Zone 1 Zone 2 Zone 3: Zone 1 Zone 2 -Zone 3 <br /> ­B 93: - -59 - <br /> 85 mph 110 mph -C 67- 42- . <br /> D 9.6 56 35" - <br /> B 65 .54. <br /> 90 mph 115 mph C 104 61 38 <br /> D 88. . 51 32 <br /> B" 72 45 <br /> 100-mph - 125 mph , , C 88 _51 32- <br /> D 74 43 27 .5-7 z.: 57:"_ <br /> B 98 57 36 <br /> 11,0 mph 140 mph C 70 - 41 26 66 54 54 <br /> D 59 34 22 56. . 46 46 <br /> = B 85 - 50 31 GB = fib <br /> 120 mph ' 150 mph C 61 36 22 58- 47 47 ' <br /> D 51- 30_- 19 = _ .49 J 0, 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 Ec6Fasten 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 cep6ity=547#(per testing results) <br /> 4.)Includes additional factor of safety of 1.5 for lag pullout capacity <br /> 6.)Values based on a maximum module width of 40" <br /> 6.)Based on Pisk 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 21-30 psf <br /> Wind S eed. Expasure 2:1T<Roof Pitch. 6:12 7:12 a <Roof 12.12 <br /> ASCE 7=05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 . Zone 3 <br /> — B <br /> 85 mph 110 mph { C " <br /> 20 <br /> B 49 30 <br /> 90 mph 115 mph C 59 35 22 <br /> D 50 . . 29 18 38, 38. <br /> 100 mph 125 mph : '; C "- "50" "' 29 All <br /> _D 42 _ 4[q 32.,� i132•c....-J <br /> 28 I 16 "" g, <br /> _. . - - - E _ <br /> B 56~ � 33 20 -- <br /> 110 mph 140 mph C 40 23 14 38 31 31 <br /> D 34 19 12 32 26 26 <br /> B 4s - , . 28 ' �B - - 37__�� <br /> 120 mph 15D mph ; C 35 20 12 33"''r 27 27 <br /> D. - __ 29 . 17 - -1.0 _ <br /> -- - -- - - - - - - <br /> Notes: - - - <br /> -Spsdng Govemed 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 aapcity=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 76" <br /> 6.)Based on I21sk Category 11(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 877-859-3947 9 <br />