My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
06-5361
Zephyrhills
>
Building Department
>
Permits
>
2006
>
06-5361
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 3:39:24 PM
Creation date
5/4/2007 8:47:28 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
06-5361
Building Department - Name
BISSON,RAYMOND
Address
39027 6TH AV
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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 />"f:Jj <br /> <br /> <br /> <br />I 2- I <br /> <br /> <br />2' x2' PATIO <br /> <br />IwACIM COLUMN HEIGHT . ~~~~ <br /> <br />If1H 110 120 130 110-135 <br /> <br />3' 8' -0' 7' -8' 7' -4' 8' -8' <br />4' 7'-4' 7'-0' 6'-8' 7'-11' <br />5' 6' -9' 6' -4' 6' -0' 7' -4' <br />6' 6' -3' 5' II' 5' -7' 6' -10' <br />7' 5'.-JO' 5' -6' 5' 2' 6' -6' <br />8' 5'.-6' 5'-2' 4'-10' 6'-2' <br />9' 5'-3' 4.'-11' 4'-7' 5'-10' <br /> <br />tsx~~ 11 mQj ~j <br /> <br /> <br />I 3" I I 3- I I 3" I <br /> <br />2' x 3' PATIO <br />IwACIM COLUMN HEIGHT !~~~ <br />W'H 110 lea 130 llD-T3S <br />3' 11' -6' 10' -8' 10' -0' 11' 9' <br />4' 10'-6' 9'-8' 9' l' 10'-9' <br />5' 9' -6' 8' -11' 8' -3' 9' -If/' <br />6' 8'-10' 8'-3' 7' 7' 9'-0' <br />7' 8' -3' 7' -8' 7' -1' 8' -5' <br />8' 7'-9' 7'-2' 6' 8' 8'-1' <br />9' 7'-4' 6'-10' 6'-4' 7'-10' <br /> <br />, <br />15" ~ <br />~ <br /> <br />_ .-Q50 <br />SX=. 55 <br /> <br />~ <br /> <br />I 2" <br /> <br />. . 2' x 4' T I L T <br /> <br />'p>ACIM'J COLUMN HEIGHT ~~~~ <br /> <br />11'1/ 110 120 130 110 135 <br />3' 14'-5' 11'-4' 9'-11' 12'-11' <br />4' 12' -9' 10' -0' 8' -9' 12' -0' <br />5 . 11' -8' 9' -2' 8' -a' 11 ' -2' <br />6' 10' -10' 8' -6' 7' -5' 10' -4' <br />7' 10' -2' 8' -0' 7' -0' 9' -8' <br />8' 9' -9' 7' -8' 6' -8' 9' 2' <br />9' 9'-6' '-6' 6'-6' 8'-10' <br /> <br />,,- <br /> <br />- -:i00 <br /> <br />J <br />SX=l. 35 1 <br />r050 ~ <br />I, . <br /> <br />2' x 5' S. M. B. <br />~"ACl'. COLUMN HEIGHT BEAM <br />)M l/'It SPAN <br />I#'H 110 120 130 110-135 <br />3' 20'-0' 19'-4' 18' 8' 21'-6' <br />4' 18'-6' 17'-8' 17'-0' 19'-10' <br />5' 17'-1' 16'-3' 15' 6' 18'-4' <br />6' 15'-9' 14'-10 14'-0' 17'-0' <br />r 14'-7' 13'-8' 12'-9' 15'-10' <br />8' 13'-8' 12'-9' 11'-10' 14'-10' <br />9' 12'-1112'-0' 11'-2' 14'-0' <br /> <br />3' x 2' PATIO <br /> <br />SPACIM COLUMN HEIGHT !~~~ <br /> <br />1I'H 110 120 130 110135 <br /> <br />3' 10'-10'9'-6' 9' 0' 10'-8' <br />4' 9' 4' 8'-10' 8' 4' 9' 9' <br />5' 8' -8' 8' -2' 7' -6' 9' -1' <br />6' 8' 0' 7' -5' 6' -10' 8' -6' <br />7' 7'-4' 6'-10' 6'-5' 8' 0' <br />8' 6'-10' 6'-5' 6' 0' 7'-6' <br />9' 6'-6' 6'-1' 5'-8' 7'-2' <br /> <br />,., <br /> <br />ll.; <br />: <br />: <br /> <br />_~50 <br />SX=. 70 <br /> <br />~ <br /> <br />I 2- <br /> <br />2' X .4.# PA TIO <br /> <br />!S'PAClMi COLUMN HEIGHT ~~~~ <br />JI'H 110 120 130 110-135 <br />3' 13'-10' 12'-2' 11' 2' 14' 6' <br />4' 12'-13' 11'-2' 10'-4' 13'-8' <br />5' 10'-10' 10'-2' 19'-6' 12'-10 <br />6' 10' -0' 9' -4' 8' -8' 12' -0' <br />7' 9' -3' 8' -7' 8' -0' 11' -3' <br />8' 8' -8' 8' -0' 7' 5' 10' -7' <br />9' 8' -2' 7' -7' 7' -0' 10' -0' <br /> <br />4" <br /> <br />.1~hJ <br /> <br />SX=. 9~044 .1 <br /> <br />1 <br /> <br />2' x 4' S. M. B. <br /> <br />~AClMi COLUMN HEIGHT <br /> <br />W'H 110 120 130 <br />3' 16' -0' 15' -6' 15' -0' <br />4' 14' -10' 14' -3' 13' -9' <br />5' 13' -10' 13' -2' 12' -7' <br />6' 13' 0' 12' 3' 11'-7' <br />7' 12'-3' 11'-6' 10'-9' <br />8' 11' -7' 10' -10 10' l' <br />9' 11' -0' 10{ -3' 9' -6' <br /> <br />. llF;AH <br />SP~N <br />10-135 <br />17' -4' <br />16'-6' <br />15'-6' <br />14'-6' <br />13' -7' <br />12'-9' <br />12'-0' <br /> <br />BillLDING SHALL COMPLY WITH <br />ALL APPLICABLE BillLDING <br />ELECTRICAL, PLUMBING ANn <br />MECHANICAL CODES. <br /> <br />TYPICAL ALUMINUM COLUMN & BEAM D~TAILS <br /> <br />TABL~S FOR SCR~~N ROOMS & ROOFS ONLY <br /> <br />NOTD 1) Bf:AH SPANS MAY Bf: INCRf:ASf:D 207. WHf:N CONTINUOUS OVf:R <br />INTf:RIOR COLUHN SUPPORT <br />2) ALL Bf:AH SPANS ASSUME: LA TE:RAL PURL INS (2' x2') (! 90' FRAHf:D <br />ACROSS ROOF (! E:ACH POST IN SCRf:f:Nf:D SIDf: VALLS <br />3) VALUE:S HAY BE: INTE:RPOLATE:D FOR INTE:RME:DIATE: LE:NGTHS OR SPACINGS <br />OR WIND RE:GIONS. <br /> <br />DESIGN LGADING <br />CGLUMNSI 110 MPH - 11 PSF <br />120 MPH - 14 PSF <br />130 MPH - 16 PSF <br />135 MPH - 17 PSF <br />BEAMSI 110-135 MPH - 10 PSF <br /> <br />THEst STRUCTURES DESIGNED WfTH <br />THE 2004 FLORIOA 8LDG. CODE <br />4c CHAP. 6 OF ASCE 7 FOR 110-135 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE 8. <br />VOID AFTER 2-1-07 Iw=.77 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HAVEN. FL. 33880 Pg. 1-8 <br />(863) 299-1048 P.E. 32186 <br />
The URL can be used to link to this page
Your browser does not support the video tag.