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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 Zonal Zone 2 1 Zone 3 Zone 1 Zone 2' Zone 3. <br /> B 59 <br /> 85 mph 110'mph C Q. <br /> D, '5.(3: 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 mph 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 19 -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" <br /> 6.)Based on Risk Category it(ASCE 7-10)structures less than 30 feet in height <br /> 7.)Ail adjustment factorsare set to 1.No site specific engineering_is included in this table <br /> Snow Load 41-50.psf <br /> Wind Speed Exposure 2:12<Roof.Pitch<6:12 7:12<Roof Pitch <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 C38� .`:':* 24 <br /> - D � 32:' 4 20` <br /> B 30 <br /> 90 mph 115.mph C 35 22 <br /> D 29 18 <br /> - - B - is 26.' <br /> 100 mph 125 mph C 29 18 <br /> D. 2Q 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 1 <br /> D 29 17 10 <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 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.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 11 <br />