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i <br /> I <br /> r � <br /> I <br /> Snow Load 51-60 psf <br /> I <br /> Modules intandscape <br /> Wind Speed 7. D <br /> 2:12 4 Roof Pitch'4,6:12 7:12 4-Roof Pitch a 12:12 <br /> ASCE 7-05 ASCE 740 Zone!1 Zone 2 Zone 3 Zone 1 '. Zone 2 <br /> 85 mph. 110 mph 42 <br /> 35 54' <br /> 90 mph 115 mph38 <br /> 61 32 <br /> 100 mph 126 mph, 51 32 <br /> ' 43. . 27 316 <br /> 110mph. 140 mph 41 26 <br /> 34 22 <br /> 6031126 mph„ 150 mph 36 '22:511 -'' 30 19 . , <br /> Notes- <br /> JiiiiiM 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 EcoFesten Solar is 72" <br /> 3.).Maximum allowed standoff capcity=547#(per testing results) <br /> 4.)Includes additonal 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 /> I <br /> Snow.Load 51-60 psf <br /> Wind Speed Exposure 2:12 4 Roof Pitch c-SM2 -.7:12 4 Roof Pitch 412:12. <br /> ASCE-7-0-5.ASCE 7-10 Category— Zone.1 Zon Z 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 <br /> 100 mph 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 /> 28 18 <br /> 120 mph 150 mph _ C 20 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 standofi <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 II(ASCE 7-10).structures less then.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@ecofastensolarcom 877-859-3947 ' 12 <br />