My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
02-0956
Zephyrhills
>
Building Department
>
Permits
>
2002
>
02-0956
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 2:40:22 PM
Creation date
11/1/2006 2:50:16 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
02-0956
Building Department - Name
HENK,DICK
Address
38039 5TH AV
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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 />111 POST LENGTHS AN]) SPACING FDR WALLS <br />SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) *1 <br /> <br />POST NOMINAL SCREENED WALLS SOLID WALLS <br />WALL <br />SIZe HEIGHT POST SPACING POST SPACING <br /> 7' 5' -S' c'-JO' <br />2' xC' xo. 040' 8' 4' -0' c' - 0' <br />2'x3')(.050' OR 7' 8'-0' 4'-0' <br />e' X l' V/ (J) C 8' 6'-0' 3' -a' <br /> 9' " -a' 2'-4' <br />I J/l'X2 1/8'X. 06lY 10' 4' -a' e'-o' <br /> 7' ~' -7' <br />2' x3' x. 070' OR 8' 4'-2' <br />2' Xl' 'i/ (2)[ 9' 3' -3' <br />1 1/2'X2 119'X. (}60' JO' c' -51' <br /> 7' 10' 6'-2' <br /> 8' 9' 4' -7' <br />3'x3')(0. 060' - 9' 8' 3' -7' <br /> 10' ~ 3'-J' <br /> 7' 9' -3' <br /> 8' 7' -0". <br />3' x3' xo. 093' 9' ~'-5' <br /> JO' 4'-8' <br /> 7' J2'-O' <br /> 8' 9' -0' <br />3'x3'xo. 125' 9' 7' -0' <br /> JO' 6' -0' <br /> <br />2500 PSI CONe. <br /> <br />. 2 DIMENSIONAL LOA/UNCi - COMBINeD AXIAL (ROan &. <br />BENDING (IIIND) LOADING, FaR EACH ADDITIONAL roar <br />or ROOF SPAN (OR OVeRHANG) > 13' REDUCE POST <br />SPACING BY 8X DR rOR EACH roor Dr ROOF SPAN <br />(OR OVERHANG) ( 13', INCREASE POST SPACING BY 87,. <br /> <br />3/8' DI A. ReBAR <br />6' LG. THRU <br />POST <br /> <br />\ <br /> <br />\ <br /> <br /> <br /> <br />.' , <br />.' 4'. . <br /> <br />" <br /> <br />8' IUN. <br /> <br />~ <br /> <br />"5 REBAR CaNT. <br /> <br />J <br /> <br />THK' ND SLAB EDGE DETAIL <br />N. r. s. <br /> <br />2424 JJ88 825 606 464 <br />4280 3277 2589 2097 1456 J070 819 <br />3040 2328 1839 1490 1034 760 582 <br />3451 2642 2088 /691 1174 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 1858 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 10' DIA. <br /> GRADE <br /> <br /> <br />C 'HPACTf:D <br />,. LL <br /> <br />12' DIA. <br /> <br />POST FOOTING DETAIL <br />N. r. s. <br />NOTD THC ABOVC DESIGN WILL <br />CARRY A CONTRIBUTARY <br />LOAD OF: 50 S. Fj <br />100 S. F. FDR H=30'_ <br />AND 150 S. ~FOR H=36' <br /> <br />DAVID NORRiS ENGINfCRING <br />DESIGNED TO '97 STANJ)ARD BUiUJlNG CODE <br />PER CHAPT. 1606 rOR 110 HPH WiND <br /> <br />Pg. l-E <br /> <br />EXPIRES ArTER 2-0J-03 <br />
The URL can be used to link to this page
Your browser does not support the video tag.