My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-22010
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-22010
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/18/2021 10:59:44 AM
Creation date
2/17/2021 11:07:32 AM
Metadata
Fields
Template:
Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-22010
Building Department - Name
BECERRA SR,MARIO & EDNA
Address
6411 LARUELWOOD DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Snow Load 21-30 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 Cate o Zane 1 Zone 2 Zone.3 Zone 1 Zone Zone 3 <br /> B 93 59 <br /> 85 mph , 116 mph C "67 42 <br /> D 96 56 35 <br /> B 85 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 57 .57 <br /> B 98 S7 36 <br /> 110 mph 140 mph C 70 41 26 66 54 54 <br /> D 59 34 22 56 46 46 <br /> B 85 50 '3 1' 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 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 21,30 psf. <br /> wind'S eed Exposure 2:12<Roof Pitch<-6:12 7:12<Roof Pitch c 12:12 <br /> ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone Zone 1 Zone 2 Zone 3 <br /> B .—53— ----- 33 3-- <br /> 85 mph 110 mph C 65 38 24 <br /> D 55. 32 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 <br /> D .42 26 15 <br /> B 56 33 20 <br /> 110 mph 140 mph C 40 23 14 38 31 3.1 <br /> D 34 19 12 32 26 26 <br /> .37 <br /> 120 mph 150 mph C 35 20 12 33 27 .27 <br /> D 29 17 10 28 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 Il'(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@ecofastensoiarcom 877-859-3947 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.