My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
20-21328
Zephyrhills
>
Building Department
>
Permits
>
2020
>
20-21328
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 1:38:46 PM
Creation date
5/12/2021 11:38:40 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
20-21328
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.
/
102
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
March 26, 2019. . <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298. <br /> Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page 8 <br /> Section Component Critical' SF*P allow allow.-. % <br /> Elevation(ft) Size P(K) Pass/Fail <br /> No. Type Element _ ,(K) Capacity <br /> 247.333 Bracing <br /> T5 232.583- Redund Diag 1 L2 1/2x2x3/16 <br /> 222.166 Bracing 175 0.625 8.708 7.2 Pass <br /> 222.166- Redund Diag 1 <br /> T6 209.583 Bracing L2 1/2x2 1/2x3/16 202 -1.408 9.595 14.7 Pass <br /> T7 209.583-197 Redund Diag 1 L2 1/2x2 1/2x3/16 246 -1.023 8.925 11.5 Pass <br /> . . Bracing <br /> Redund Diag 1 <br /> T8 1,97-181.3 21_21/2x2x3/16x1/4 286 1.226 2I8.180 4.4 Pass <br /> Bracing <br /> T9 181.3- Redund Diag 1 L2 1/2x2 1/2x3/16 320 -1.350 9.124 14.8 Pass <br /> 170.833 Bracing <br /> T10 1 - Redund Diag 1 <br /> 146.75 Bracing 2L2 1/2x2x3/16x1/4 373 -2.499 3�1.038 8.1 Pass <br /> 146.75 <br /> T11 146.75- Redund Diag 1 12 Bracing 2L21/2x2x3/.16x1/4 434 -3.237 27.123 11.9 Pass <br /> 1.667 <br /> 121.667- FRedund Diag 1 <br /> T12 96.5843 Bracing 21_21/2x2x3/16xl/4 495 -3.880 26.092 14.9 Pass <br /> T13 .96.5843-71.5 Redund Diag 1 Bracing 2L2 1/2x2x3/16x1/4 564 -4.463 25.045 17.8 Pass <br /> T14 71.5-51.417 Redund Diag 1 Bracing 21_2 1/2x2x3/16x1/4 622 -4.407 28.626 15.4 Pass <br /> � <br /> T15 51.417- Redund Diag 1 21-2 1/2x2x3/16x1/4 704 4.829 27.570 17.5T Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Diag 1 L2 1/2x2 1/2x1/4(rz) 785 -7.796 71.942 98.2 Pass <br /> Bracing <br /> T10 170.833- Redund Diag 2 21_2 1/2x2x3/16x1/4 374 -1.576 18.831 8.4 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Diag 2 21_2 1/2x2x3/16x1/4 435 -2.091 15.89.4 13.2 Pass <br /> 121.667 Bracing <br /> T12 121.667- Redund Diag 2 21_2 1/2x2x3/16x1/4 496 -2.598 13.938 18.6 Pass <br /> 96.5843 Bracing <br /> T13 96.5843-71.5 Redund Diag 2Bracing 2L2 1/2x2x3/16x1/4 557 -3.092 12.265 T25.2 J Pass <br /> Redund Diag 2 <br /> T14 71.5-51.417 Bracing 21_2 1/2x2x3/16x1/4 602 -4.006 16.633 24.1 Pass <br /> T15 51.417- Redund Diag 2 2L2 1/2x2x3/16x1/4 675 -4.516 15.197 29.7 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Diag 2 L3x3x3/16(rz) 804 -4.781 6!335 75.5 Pass <br /> Bracing <br /> Redund Diag 3 ' <br /> T16 31.334-0 Bracing 2L 5x3.5x5/16N3/8" 812 -64.141 97.249 66.0 Pass <br /> T16 31.334-0 Redund Hip 1 21_2 1/2 x 2 1/2 x 3/16 x 814 0.895 61.395 1.5 Pass <br /> Bracing 5/16 <br /> 170.833- Redund Hip 2 <br /> T10 146.75 Bracing L31/2x31/2x1/4 388 -0.098 12.803 0.8 Pass <br /> T11 146.75- Redund Hip 2 21_2 1/2x2 1/2x3/16x5/16 449 0.147 13.663 1.1 Pass <br /> 121.667 Bracing <br /> 121.667- Redund Hip 2 <br /> T12 96.5843 Bracing 21_21/2x3x1/4x1/4 510 -0.112 15.002 0.7 Pass <br /> T13 96.5843-71.5 Redund Hip 2 2L2 1/2x3x1/4x1/4 571 -0.115 12.363.363 0.9 Pass <br /> � <br /> 2 <br /> T14 71.5-51.417 Redund Hip 2L 3 x 3 1/2 x 1/4 x 1/4 640 -0.066 18.178 0.4 Pass <br /> Bracing <br /> T15 51.417- Redund Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 713 -0.067 15.949 0.4 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Hip 2 21_2 1/2 x 2 1/2 x 3/16 x 791 -0.428 21�.595 2.0 Pass <br /> Bracing 5/16 1 <br /> T16 31.334-0 Redund Hip 3Bracing 2L2 1/2x3x1/4x1/4 816 -0.197 131056 1.5 Pass <br /> tnxTower Report-version 8.0.5.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.