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20-90
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20-90
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Last modified
5/5/2022 12:46:43 PM
Creation date
3/2/2022 8:31:34 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-90
Building Department - Name
AMBROS,KATHRYN & ALVARO
Address
38104 9TH AVE
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Snow Load 0-20 psf <br /> Modules In Landscape <br /> --Wind Speed Exposure . 2:12<Roof Pitch<.6:12 7:12<Roof Pitch t 12:12 <br /> ASCE 7-05 ASCE 7-10 Category, 'Zone 1 Zone 2 Zone 3 Zone 1 Zone 2' Zone'3: <br /> B 159 93 59 <br /> 85 mph 110 mph C 114 67 42 88 88 <br /> D 96 56 .35 74 74 <br /> B 146 85 54 91 <br /> 90 mph 115 mph C 104 .61 38 98 80 80 <br /> -D 88 51 32 83- 68 68 <br /> B 123 72 45 95 95 <br /> 100 mph 125 mph C 88 51 32 83 '68 . 68 <br /> D 74 43 27 70 57 57 <br /> B 98 57 36 93 76 76 <br /> 110 mph 140 mph'. C- 70 41 26 66 54 54 <br /> D 59 34 22. 56 46 46. <br /> B 85 50 31_ 81 66 66 <br /> 120 mph - 150,mph . C 61 36' . 22 .58- 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 ratter spacing <br /> .2.)Maximum allowed spacing approved by EcoFasten Solar is 72" <br /> 3.)Maximum allowed standoff capbity=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 ll(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 0 20 psf <br /> Wind S eed Exposure 2:12.<Roof Pitch.<6:12 1 7:12<Roof Pitch<12:12 <br /> ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zonal Zonal, Zone 2 Zone 3. <br /> - B 91�__ 53_ f-_33_. <br /> 85 mph 110 mph C 65 38 24 61 110 <br /> D 55 _ .32 20 . , ,: _.A2, %32 . <br /> B 83i LL 49 30 <br /> 90-mph 115 mph C 59 35 22 56 46 46 <br /> D 50 29 18 47 .38 38 <br /> 17- -- � <br /> 41-- 26 54 .'5411 <br /> 100 mph 125 mph C so 29 18 47 j : 39 39.E r. <br /> D 42- 26- . . 15 _ .. 0 _. 3 _ -32 t . <br /> B 56 33. 20 53 43 43 <br /> 110 mph. 140 mph. C 40 23 14 38 31 31 <br /> D 34 19 12 32 26 26 <br /> ^B _ 49 18- - --18 46 i 37_7_37--_`" <br /> 120 mph 150 mph C 35 20 12 33 27 f 27 <br /> D 29 1.7 1 10 28 1 22 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.capclty=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.ecofastehsoiarcom info@ecofastensolarcom 877-859-3947 8 <br />
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