My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
04-3167
Zephyrhills
>
Building Department
>
Permits
>
2004
>
04-3167
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 3:24:09 PM
Creation date
1/31/2007 11:08:19 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
04-3167
Building Department - Name
MYERS,MARIAN
Address
6103 18TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
27
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 />. <br />~ <br /> <br />Architectural Testing <br /> <br />February 28, 2003 <br /> <br />Marsh Fembaugh, Director of Testing <br />Alside Window Company <br />3773 State Road <br />Cuyahoga Falls, Ohio 44309-1365 <br /> <br />RE: Masonry Installation 0201 Double Hung Window 3' 8" wide by 5' 0" tall. <br /> <br />Dear Mr. Fembaugh: <br /> <br />I have performed an installation fastener analysis for your 0201 double hung window <br />installed to masonry block walls. The window size considered was 3' 8'1 wide by 5' 0" <br />tall. The design wind pressure for this window, as determined by the testing documented <br />in AT! Test Report 05-30324.05, is +/- 45.0 PSF. <br /> <br />My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment <br />of 1-1/4". To safely resist the design wind pressure, 6 such anchors are required. At <br />installation, use three anchors in each jamb: one near the top comer, one at midspan and <br />one near the bottom comer. <br /> <br />This installation detail is appropriate for smaller windows of this model subjected to the <br />same design wind pressure. If you have any questions regarding my analysis, please <br />contact me. <br /> <br />Sincerely <br /> <br />ARCHITECTURAL TESTING, INC <br /> <br />~C~ <br />..... <br />seph ~. Reed, P.E. <br />Director - Engineering Services <br /> <br />JAR:jar <br /> <br /> <br />07 <br /> <br />cc: <br /> <br />01-44093 <br />05-30324 <br /> <br />. '. ....,)." .' '-'_".'~~~ ~).l.lJ.~I\.':"'.- <br /> <br />:~'V ~G~CODES, FLORIDA BUILDII'G <br />TlONAL ELECfRlC CODE AND <br />CODE. NA, ""'Ull I ~ ORDINANCES <br />CITY OF ZEPn I r.c............ <br /> <br />.\\. y: ,.... :("/. <br />.:...\~ () h A.,.,';, <br />.~,...... c...\C~i ..... ....... l';"'''^., "'_'.>._ <br />~. ()""'.;.:=-\ \ r t C".~'0':~ <br />," 'S.. \.- -1 ". < <br />;-'0 .. /'. .' <br />t ".,'} :'(,~ ~.f~.~. n~2J '''"\'''~ .~1: <br /> <br />130 Derry Court <br />York, PA 17402-9405 <br />phone: 717.764.7700 <br />fax: 717.764.4129 <br />www.archtest.com <br /> <br />.- :-~J~_,:':: <br />.: JJ:r~ <br />-; :;-.'-" -3T)SE. O::::'~.~ <br />~ v.<. \'. . .~~ , . ..K~~ ...:~. ......'..' <br />~ ..-, .",. I',... ~ ~"" .. . .~.... "fo;. '.,' <br />"'\ <,,~. ~.~ ./ ;~ :\~;;;~~~~;:' <br />.- ~'#/O;.J;:V';~"'~~_'o. <br />, ,~ <br /> <br />~~~c; ~ <br />t/ z g ;-?:::.~ z OV3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.