My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20105
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20105
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/30/2019 7:40:11 AM
Creation date
5/28/2019 2:17:34 PM
Metadata
Fields
Template:
Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
18-20105
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.
/
140
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
b <br /> inxT®wer Jo Zephyrhills (BU 816298) Page6 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ti)-on Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX-(919)661-6350 <br /> Tourer Redundant Redundant Redundant KFactor <br /> Elevation Bracing Tj pe Size <br /> Grade <br /> ft <br /> Tll A36 Horizontal(1) Single Angle L21/2xl 1/2x3/16 1 <br /> 146.75-121.67 (36 ksi) Horizontal(2) L3x3x3/16 <br /> Diagonal(1) Double Angle 2L21/2x2x3/16x1A 1 <br /> Diagonal(2) 2L2 1/2x2x3/16xl/4 <br /> T12 A36 Horizontal(1) Single Angle L2 1/2xl 1/2x3/16 1 <br /> 121.67-96.58 (36 ksi) Horizontal(2) L3x3x3/16 <br /> Diagonal(1) Double Angle 2L21/2x2x3/16xl/4 I <br /> Diagonal(2) 2L2 1/2x2x3/16x1/4 <br /> T13 A36 Horizontal(1) Single Angle L2 1/2x2x3/16 1 <br /> 96.58-71.50 (36 ksi) Horizontal(2) L3x3xl/4 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16x 1/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16x 1 A <br /> T14 A36 Horizontal(1) Arbitrary Shape L2 1/2x2x3/16 1.3 <br /> 71.50-51.42 (36 ksi) Horizontal(2) 2L2 1/2x2 1/2x3/16 <br /> Diagonal(1) Double Angle 2L21/2x2x3/16xl/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16x1/4 <br /> T15 A36 Horizontal(1) Double Angle 2L2 1/2x2x3/16x 1 A 1 <br /> 51.42-3I.33 (36 ksi) Horizontal(2) 2L2 1/2 x 2 1/2 x 3/16 x 5/16 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16x1/4 1 <br /> Diagonal(2) 21_2 1/2x2x3/16xl/4 <br /> T16 A36 Horizontal(1) Arbitrary Shape L2 1/2x2 1/2xl/4(rz) 1 <br /> 31.33-0.00 (36 ksi) Horizontal(2) L2 1/2x2 1/2xl/4(rz) <br /> Horizontal(3) 2L3x3xl/4xl/2 <br /> Diagonal(1) Arbitrary Shape L2 1/2x2 1/2x1/4(rz) 1 <br /> Diagonal(2) L3x3x3/16(rz) <br /> Diagonal(3) 2L 5x3.5x5/l6"x3/8" <br /> Sub-Diagonal Double Angle 2L5x3 1/2x5/16x3/8 1 <br /> Sub-Horizontal Double Equal Angle 2L5x5x3/8 I <br /> Hip(1) Double Angle 2L2 1/2 x 2 1/2 x 3/16 x 5/16 1 <br /> Hip(2) 2L2 1/2 x 2 1/2 x 3/16 x 5/16 <br /> Hip(3) 21L2 1/2x3xl/4xl/4 <br /> Tower Section Geometry cont'd <br /> Tower Gusset Gusset Gusset Grade Adjust Factor Adjust. Weigle Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Horizontals Redundams <br /> fi fill in in in in <br /> TI 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 287.67-280.08 (36 ksi) <br /> T2 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 280.08-272.50 (36 ksi) <br /> T3 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 0.00 <br /> 272.50-247.33 (36 ksi) <br /> T4 0.00 0.31 A36 1.03 1 1.05 22.50 25.50 0.00 <br /> 247.33-232.58 (36 ksi) <br /> T5 0.00 0.31 A36 1.03 1 1.05 19.50 26.50 0.00 <br /> 232.58-222.17 (36 ksi) <br /> T6 0.00 0.31 A36 1.03 I 1.05 25.00 24.00 0.00 <br /> 222.17-209.58 (36 ksi) <br /> T7 0.00 0.31 A36 1.03 1 1.05 25.00 24.00 0.00 <br /> 209.58-197.00 (36 ksi) <br /> T8 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 23.00 <br /> 197.00-181.30 (36 ksi) <br /> T9 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 24.00 <br /> 181.30-170.83 (36 ksi) <br />
The URL can be used to link to this page
Your browser does not support the video tag.