My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
99-8897
Zephyrhills
>
Building Department
>
Permits
>
1999
>
99-8897
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 4:08:31 PM
Creation date
9/1/2006 7:26:16 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
99-8897
Building Department - Name
WOOTEN,DONALD
Address
37707 NEWAL DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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 />~l::l.,IIUIIj " <br /> <br />.,J\.", \LL-i.., \111'1 i i.. U UL...I""\...h,,) ",""VIV"." <br /> <br />EDGE BEAM <br /> <br /> <br />1" x 2" OPEN BACK ATTACHED <br />TO FRONT POST WI #10 X 2" <br />S.M.S. MAX, 6" FROM EACH <br />PURLlN AND 24" 0,(:. <br /> <br /> <br />FRONT WALL PURLlN <br /> <br />. <br /> <br /> <br />TYPICAL CORNER DETAIL <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CI\IIl ENOINEER. DEIIElOAlENT COMM. TANT <br />P,O, lOX 43U, aounl DAYTONA, Fl32121 <br />TElEPHONE (104) m-4n4 <br />FAX (104)117_ <br /> <br />SEAL <br /> <br />PAoe <br /> <br />SIDE WALL HEADER <br />ATTACHED TO 1" x 2" OPEN <br />BACK WI MIN, (2)#10 x 1-112" <br />S,M.S, <br /> <br />SIDE WALL PURLlNS <br />ATTACHED TO 1" x 2" OPEN <br />BACK WI MIN, (2) #10 x. 1,112" <br />S,M,S, IN SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM <br />RAILS ATTACHED TO <br />CONCRETE WI 1/4" x 2-1/4" <br />MASONRY QUICK SET @ 6" <br />FROM EACH POST AND 24" <br />O. C, MAX. AND WALLS MIN, 1" <br />FROM EDGE OF CONCRETE <br /> <br />82 <br /> <br /><<> COPYRIGHT 1_ . <br />NOT TO BE REPIIOOUCEO IN WHOlE OR.. PART WlTMOUT THE _'TTEN PERMISSION OF lA_ENCE E, BENNETT. P,E, <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />COMPOSITE ROOF PANELS: <br />(4) 114" x 4" LAG BOLTS WI <br />1-1/4" FENDER WASHERS PER <br />4'..()" PANEL ACROSS THE <br />FRONT AND 24" O,C, ALONG <br />SIDES (WALK-ON) <br /> <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 /> <br />~ <br /> <br />POST ATTACHED TO BOTTOM <br />WI MIN, (2) #10 x 1-112" 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 />(11 HILTI112" x 3-112" KBU- <br />BOLTS APPROVED FOR 665# <br />UPLIFT WI STD. PLATED CUT <br />STEEL WASHER <br />(1) 318" BOLT FOR 3" POST (2) <br />318" BOLTS FOR 3" x 4" POST <br /> <br /> <br />TYPICAL UPRIGHT DETAIL <br />SCALE: 1/4" = 1" <br /> <br />SECTION 3 <br /> <br />RISER PANELS: (3) #8 x 112" <br />S,M,S, PER 12" PANEL <br /> <br />HEADER ATTACHED TO POST <br />WI MIN. (2) #10 x 1-112" 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 />1-112" S.M.S. IN SCREW <br />BOSSES <br /> <br />1" x 2" OPEN BACK BOTTOM <br />RAIL <br /> <br />114" 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 />CI\IIl ENGINf!ER. DEWlllf'llEHT CONSLUANT <br />P.O. BOX 4388. IOU1lt DAYTONA, Fl ".2. <br />l1!lEPHONE (104) 1IT -4n4 <br />FAX (1041 787'- <br /> <br />SEAL <br />PAGE <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E <br /> <br />83 <br />
The URL can be used to link to this page
Your browser does not support the video tag.