My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20458
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20458
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/18/2019 7:53:46 AM
Creation date
3/18/2019 7:53:44 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
18-20458
Building Department - Name
DALTON,CRAIG
Address
5612 18TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
.%.0%J11111#1 <br /> U) <br /> 61 SEX <br /> tot 41. - - <br /> z oz <br /> Lite <br /> Bringing quality to light. <br /> 10250 Philipp Parkway <br /> Streetsboro,Ohio 44241 rr 111t,m <br /> 0 z <br /> a ri <br /> 0 x <br /> E. z z a <br /> K <br /> SEE CHART FOR SEE CHART FOR C W <br /> 0 M <br /> "BARCELONA" FRAMEISIZES FRAME SIZES M 0.(,L <br /> Model "DH30" and TH30P 0 <br /> E z <br /> DOUBLE HUNG WINDOW ' 030. <br /> 'WON-IMPACr <br /> 2 1 L/ <br /> GENERAL NOTES <br /> E2 <br /> 0 <br /> 1. This product has been evaluated ond'is in compliance with the 611h Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane hI------- <br /> Zond'(HVHZ). X V Y>- <br /> 00 <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> When used in areas requiring wind bome debris protection,this product is required to be <br /> in <br /> :9 protected With an impact resistant covering that complies with FBC Sections 1609.1.2& z <br /> R301.2.1.2. 2 <br /> V) <br /> Model TH30" Model"DH30P' <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that <br /> shown for 2x buck masonry construction. <br /> ,_DESI.,DSI. <br /> 5. Site conditions that deviate torn the details of this drawing require further E. <br /> , <br /> engineering analysis by a licensed engineer or registered architect. 44 <br /> ANg' <br /> zi <br /> TABLEOFCONTEMIS "DH30r 36.0"x 77-1r 28.i2ex32.00" G11 +50.0 -50.0 <br /> SHEEN DESCRIPTION <br /> Typical i z <br /> 1 elevations;design Pressures and general notes "DH30" 40.0"X 63.0" 32.125"x27.125" G1 +55.0 -55.0 <br /> 2 , Horizontal ross sections 17 1z <br /> "DH3V 54.0"X 76.0" "46.25x34.00" GI +35A -35.0 N.T.S. <br /> 3 Vertical cross sections <br /> 4 Buck and,frame anchoring — <br /> 5 Components 'DH30P" 40.0"X 63.0" 32.125"x 26.625" G1 +55.0 -55.0, QiK UY. IFS 6 Bill of terials and DRAMNGAM'. <br /> "DH30P" 54.0"X76.0" 4625'x33.125" G1 +30.0 -30.0 FL—15780.9 <br /> I a Mir 1 or 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.