My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
04-2688
Zephyrhills
>
Building Department
>
Permits
>
2004
>
04-2688
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 3:26:15 PM
Creation date
1/16/2007 10:18:18 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
04-2688
Building Department - Name
CHARLOTTE,ABELL
Address
5210 19TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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 />SECTION 3 <br /> <br />SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS <br /> <br />ALTERNATE CONNECTION <br />DETAIL 1" x 2" WITH <br />(3) #10 x 1.1/2" S.M,S. INTO <br />SCREW BOSS <br /> <br />(2) #10 x 1 1/2" S. M, S. INTO <br />SCREW BOSS <br /> <br />ANCHOR 1" X 2" PLATE TO <br />CONCRETE WI 1/4" X 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 24",O.C, MAX, <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC, 6 x 6 - 10 x 10 W.W.M, <br />OR FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />J <br /> <br />\ <br /> <br />-<>- - BEAM / HEADER <br /> <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />MIN, (3) #10 X 1 1/2" S.M.S, <br />INTO SCREW BOSS <br /> <br />1" X 2" EXTRUSION <br /> <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 214366, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (366) 767-4774 <br />FAX (366) 767-6556 <br /> <br />1-1/8" MIN, IN CONCRETE <br /> <br />ALTERNATE HOLLOW UPRIGHT TO BASE AND <br />HOLLOW UPRIGHT TO BEAM DETAIL <br />SCALE: 3" = 1'-0" <br /> <br /> <br />-- I-lEADER BEAM <br /> <br />\\\11>- "'\\1' t <br /> <br />(4) #10 x 1/2" S,M,S, EACH SIDE <br />OF POST <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />2" X 2" OR 2" X 3" OR 2" S,M,8. <br />POST <br /> <br />MIN, (4) #10 X 1/2" S,M,S, @ <br />EACH POST <br /> <br />ANCHOR 1. x 2" CHANNEL TO <br />CONCRETE WITH <br />1/4" x 2-1/4"CONCRETE <br />ANCHORS WITHIN 6" OF EACH <br />SIDE OF EACH POST AT 24" <br />O,C. MAX. OR THROUGH <br />ANGLE AT 24" O,C, MAX, <br /> <br />MfN, 3-1/2" SLAB 2500 PSI <br />CONC, 6x6-10x10 WW,M, OR <br />FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />(!)(D <br /> <br /> <br />1" X 2" EXTRUSION <br />1-1/8" MIN, IN CONCRETE <br /> <br /><1 " <br /> <br />ALTERNATE PATIO SECTION TO UPRIGHT AND <br />PATIO SECTION TO BEAM DETAIL <br />SCALE: 3" = 1'-0" <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2003 <br /> <br />3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT"EN PERMISSION OF LAWRENCE E, BENNETT", P.E, <br />
The URL can be used to link to this page
Your browser does not support the video tag.