My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-20182
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-20182
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/19/2019 8:33:09 AM
Creation date
9/18/2019 10:35:03 AM
Metadata
Fields
Template:
Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Permit #
19-20182
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
92
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
WxTower Job Page Zephyrhills (BU 816298) 4 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX (919)661-6350 <br /> Tower Section Geometry cont'd <br /> Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt <br /> Elevation Type Sire Grade Type Sire Grade <br /> f <br /> T3 272.50-247.33 Single Angle LSx3xl/4 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> T4 247.33-232.58 Double Angle 21-3 1/2x2 1/2xl/4x5/16 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> T7 209.58-197.00 Double Angle 2L3x2x3/16x5/16 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> Tower Section Geometry cont'd <br /> Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Hori_ontal <br /> Elevation of Type Size Grade Type Sire Grade <br /> Mid <br /> ft Girts <br /> Tl 287.67-280.08 None Flat Bar A36 Single Angle L3x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T2 280.08-272.50 None Flat Bar A36 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T3 272.50-247.33 None Flat Bar A36 Double Equal 2L2x2x3/16x5/16 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T4 247.33-232.58 None Flat Bar A36 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T5 23258-222.17 None Flat Bar A36 Double Angle 2L5x3 1/2x5/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T6 222.17-209.58 None Flat Bar A36 Double Angle 2L3x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T7 209.38-197.00 None Flat Bar A36 Double Angle 2L3x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T8 197.00-181.30 None Flat Bar A36 Double Angle 2L5x3x5/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T9 181.30-170.83 None Flat Bar A36 Double Angle 2L6x3.5x5/16x5/l6" A36 <br /> (36 ksi) (36 ksi) <br /> T10 None Flat Bar A36 Double Angle 2L3 1/2x2 1/2xl/4x5/16 A36 <br /> 170.83-146.75 (36 ksi) (36 ksi) <br /> Tl I None Flat Bar A36 Double Angle 2L5x3 1/2x5/l6x5/l6 A36 <br /> 146.75-121.67 (36 ksi) (36 ksi) <br /> T12 121.67-96.58 None Flat Bar A36 Double Angle 2L4x3x I/4x 1/4 A36 <br /> (36 ksi) (36 ksi) <br /> T13 96.58-71.50 None Flat Bar A36 Double Angle 2L4x3 1/2x5/16x1/4 A36 <br /> (36 ksi) (36 ksi) <br /> T14 71.50-51.42 None Flat Bar A36 Double Angle 21-3 l/2x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T15 51.42-31.33 None Flat Bar A36 Double Angle 2L3 1/2x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> Tl6 31.33-0.00 None Flat Bar A36 Double Angle 2L6x4x7/16xl/2 A36 <br /> (36 ksi) (36 ksi) <br /> Tower Section Geometry (cont'd <br />
The URL can be used to link to this page
Your browser does not support the video tag.