My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
07-6737
Zephyrhills
>
Building Department
>
Permits
>
2007
>
07-6737
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 4:34:48 PM
Creation date
1/4/2008 9:18:47 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
07-6737
Building Department - Name
ELLISON,EVELYN
Address
4852 TIMBERWAY
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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
<br />. - --. """''''''- ~.,..,~. . &J.......... ll~h... 1"'!,; j " .... <br /> <br />I.~, 1299 VII. Fafltanb Ave. &.rite 8, \.\fltJerPWk, fl~7G${4(7) 74lJ.7111 I fax (401) 7<10-165$ <br />~ .. 381 W. Aib!1et.. T.warell. FL 302778(352) 704.2-71n I foX C352} 142-1197 ' <br /> <br />Job Name:' Cook Portable Wa'rehouses <br />CHent: Cook Warehouses; '11l~. <br />WINO lOAD CALCULATIONS BASED ON ASCE 7.9B <br />"Minimum Oesi911 Loads tot BUildings & Other Structures" <br />Q=.OO25B x K X (I X V)~ <br />t::: 1.06 (wJWn 100 mi. Oflwrricane oceMlinej <br />K= 0.37 Cheighf0-15ft.) <br />K= 0,42 (heigh! 15-2ottJ <br />v=[ 110 !(wind velocity, mph) <br />G GCpf <br />1.59 O~5 <br /> <br />q <br />1-4,34 <br /> <br />Windwa(Ct Well <br />LaGlNard Waif <br />SJde Walls <br />Root - Normal to ridge (windward) <br />Roof - Ntumal to lldsu (leeward) <br />Roof - Paralle' to ridge (windward) <br />Roof - ParalltJl (0 ridge (leilWitrdJ <br /> <br />WallSf comers (4 ft both s~ of comers) <br />Walls. side and end walls , <br />Roof, first 2ft. of eaves, rska, and ridge <br />Roof. maUl field or roof <br /> <br />- <br /> <br />Main wind tOTOO resisflng .systems (PSF) <br />Max-pres Max es GCpe Cp <br />x 21.83 1.272 0.8 <br />-10.43 oX -0..1177 -<l.3 <br />.1~.55 )( -1. 113 .0.7 <br />x 10.43 0,477 0.3 <br />[ .;19~S5 x -1,113 -0.7 <br />-16.15 J( -1,113 ..0.7 <br />-19.55 x .1 .113 ..0.7 <br /> <br />Components & Cradding (PSFJ <br /> <br />Max..pres Max+ res <br />-32,67 24.99 <br />-26.91 24.99 <br />-23.06 )( <br />-'la05 x <br /> <br />GCp <br />-{7 <br />-1.4 <br />.1.2 <br />-<.5 <br /> <br />GCp <br />1.3 <br />1.3 <br />X- <br />X <br /> <br />Standard Building Code recogliizes IIASCE Minimum Design Loads.... as SUbstitute <br />(Of secn Wind PreS$Ures. hence the following garagt3 door pressure applies: <br /> <br />DWP ::; 1.:5 x comp. press. (or Walls/end wajls :;:- <br /> <br />J. LeG Smith, P.E. <br /> <br />J' . r ' <br />~~'~9'- <br />3/~a>'Z-. <br />J. i,fE SMfTH, P.E <br />1,299 W. FArABAHKS AVE STE.8 <br />~flPAAK. FL 3278G' <br />.'=L CERTIFICATION #361 n <br /> <br />-40.36 psf <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.