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18-20038
Zephyrhills
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2018
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18-20038
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Last modified
5/30/2019 7:32:02 AM
Creation date
5/28/2019 11:50:13 AM
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Building Department
Company Name
CRESTVIEW HILLS
Building Department - Doc Type
Permit
Permit #
18-20038
Building Department - Name
HIERONS,JOHN & SALLY JO
Address
7951 MERCHANTVILLE CIR
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Snow Load 31-40 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 JASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 <br /> B 8383'12 <br /> 85 mph 1110 mph C ,` 83 67 42 <br /> D _ _ . 83 56 35 5'1 51 1 <br /> B „ 83 ri. 8:3 ,> - 54 5'1 51 51 <br /> 90 mph 115 mph C m 83 61 38 51 51 51 <br /> D =a 83 51 32 <br /> ------- --••--- ----- ---.B .-... <: .83 72 ���E, _..._45 S1 5= 51 <br /> 100 mph 125 mph C 83 51 32 51 81 1 <br /> D 74 43 27 5, 51 51 <br /> B i,';� "83f `.' 57 36 51 51 51 <br /> 110 mph 140 mph C 70 41 26 51 51. 5T T <br /> D 59 34 22 5:I 46 46 <br /> --_._ ____T_— -._____B ___._�;. 88 ' •",v'- 50 - 31 51 t 51 <br /> 120 mph 150 mph C 61 36 .22 51 47 47 <br /> D 51 1 30 1 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 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 /> Snow Load 31-40 psf <br /> 1111EJIMNII 111111111MI§M es=i n <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.rnph, i C 38 24 3 <br /> i� D 32 <br /> -- B-- - 49 30 <br /> 90 mph 115 mph C 35 22 1 <br /> D 29 18 _ 1 <br /> 41 <br /> ,1'00 mph 125"" :h ? ,' C 3 29 1'8' <br /> D 42 !, 2 <br /> '- - -B--- - �MUM 33 20- -- <br /> 110 mph 140 mph C 40 23 14 <br /> D 34 19 12 1 26 26 <br /> -;--- - -- -- °;:- ,- ii-B - - -;�49 -- ---2- T,;j_-18- - <br /> '120 mph 150 im+ ph i. C j 35 20 �'i 12, 27 27 <br /> D �i!i"r 29 17 10, 28f 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 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 10 <br />
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