My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
20-189
Zephyrhills
>
Building Department
>
Permits
>
2020
>
20-189
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/2/2022 9:41:43 AM
Creation date
3/2/2022 9:41:38 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
20-189
Building Department - Name
CUTCHER,THOMAS & SHARON
Address
6457 BRENTWOOD DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
54
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
plastpro <br /> 5200 W. CENTURY BLVD. 52.75'MAX.OVERALL - <br /> o <br /> LOS ANGELES, CA 90045 FRAME WIDTH <br /> 15.25'MAX. <br /> J'.,� ! •{i.` > m <br /> FRAME WIDTH ���IFJr* tt\\\tip o 14 . <br /> I r— U N <br /> Smooth/Wood Grain/ White Wood Grain m z I U <br /> Rustic/Mahogany C N< 5 d i <br /> ^ a "� mda� <br /> Series N Fiberglass Door _ E o= <br /> INSWING/OUTSWINGa <br /> "NON-IMPACT" 3 z W <br /> z �a <br /> o WZ <br /> C� 4 <br /> Q 2� 24t <br /> GENERAL NOTES w W o } <br /> 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" ¢ <br /> (HVHZ), I o a� <br /> O no a �a <br /> 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to o <br /> base material shall be beyond wall dressing or stucco. 'CO <br /> 3. When used in areas requiring wind bome debris protection this product Is required to be cO <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& U 0 <br /> R301.2.1.2. <br /> h <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 4�! N <br /> 2x buck masonry construction. o <br /> U) <br /> 5. Site conditions that deviate from the details of this drawing require further engineering analysis <br /> by a licensed engineer or registered architect. R o <br /> TABLE OF CONTENTS j c <br /> SHEET# DESCRIPRON 3 <br /> 1 Typical elevation,design pressures,&general notes <br /> 2 Door panel details 2 ¢ ,a <br /> RESSliRf3 ' -. <br /> 3 Sidelite panel detass <br /> . .....:..:...... ....,..,.,,..,.. ;...,:;;.._..R. ..:..:;,;.;;.51pELRE,;';`; -r:;:;;:`.;:..:,%•::bESIGN P .,.o m <br /> 4 Hor¢ontalcross sections 5WING,;, - FRAME D'L O DLO' GLASS' (PS z o <br /> 5 Vertical cross sections _DitJrlENSfON DIMENSION;___:DILUlENSION. TYPE POSf7LYE'. IUEGA7IVE'' o <br /> v <br /> onTE:02f 16112 <br /> z <br /> 6 Vertical cross sections INSWING 52.75"x 82.00" 21.00"x 63.00" 7.00"x 63.0W +48.0 -50.0 scALE: N.T.S. ° <br /> 7 Buck and frame anchoring-2X buck masonry construction G 1 awc.ar: JK m <br /> B Frame ancharing-IX deluck masonry components <br /> construction OUTSWING 52.75"x 80.50" 21.00"x 63.00" 7.00"x 63.00" +50.0 _50 0 cHK BY: LFS 3 9 Bill of materials,glazing detail&components oanvnxc No.: d <br /> FL-15213.15 " <br /> 0 <br /> seEEr 1 of 9 ro <br />
The URL can be used to link to this page
Your browser does not support the video tag.