My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
99-8800
Zephyrhills
>
Building Department
>
Permits
>
1999
>
99-8800
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 4:08:49 PM
Creation date
8/31/2006 2:36:22 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
99-8800
Building Department - Name
GREGG,BILL
Address
6921 NORTH LAKE DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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 />e <br /> <br />- <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />COMPOSITE ROOF PANELS: <br />(4) 1/4" x 4" LAG BOLTS WI <br />1-1/4" FENDER WASHERS PER <br />4'-0" PANEL ACROSS THE <br />FRONT AND 24" O.C. ALONG <br />SIDES (WALK-ON) <br /> <br />2" x 2" OR 2" x 3" HOLLOW <br /> <br />CHAIR RAIL AND KICK PLATE <br />2" x 2" HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />WI MIN. (2) #10 x 1-1/2" S.M.S. <br />IN SCREW BOSSES <br /> <br />EXISTING SLAB MAY BE USED <br />IF IT IS IN GOOD CONDITION <br />AND IT IS APPROVED BY THE <br />BY THE BUILDING OFFICIAL <br /> <br />(1) HIL T11/2" x 3-1/2" KBII- <br />BOLTS APPROVED FOR 665# <br />UPLIFT WI STD. PLATED CUT <br />STEEL WASHER <br /> <br />(1) 3/8" BOLT FOR 3" POST (2) <br />3/8" BOLTS FOR 3" x 4" POST <br /> <br /> <br /> <br /> <br /> <br />. .. . <br /> <br />~ <br /> <br />.. <br /> <br /> <br /> <br />~ <br /> <br />.. <br /> <br /> <br />SECTION 3 <br /> <br />RISER PANELS: (3) #8 x 1/2" <br />S,M.S. PER 12" PANEL <br /> <br />HEADER ATTACHED TO POST <br />WI MIN. (2) #10 x 1-1/2" S.M.S. <br />IN SCREW BOSSES <br /> <br />2" x 2",2" x 3" OR 3" x 2" <br />HOLLOW (SEE SPAN TABLES) <br /> <br />FOR SNAP EXTRUSIONS <br />CHAIR RAIL ATTACHED TO <br />POST WITH MIN. (2) #10 x <br />1-1/2" S.M.S. IN SCREW <br />BOSSES <br /> <br />1" X 2" OPEN BACK BOTTOM <br />RAIL <br /> <br />1/4" X 2-1/4" MASONRY <br />ANCHOR @ 6" FROM EACH <br />POST AND 24" O.C. (MAX.) <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />TYPICAL UPRIGHT DETAIL <br />SCALE: 1/4" = 1" <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE <br /> <br />83 <br />
The URL can be used to link to this page
Your browser does not support the video tag.