My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
12-13317
Zephyrhills
>
Building Department
>
Permits
>
2012
>
12-13317
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/26/2013 9:35:15 AM
Creation date
7/1/2013 2:44:34 PM
Metadata
Fields
Template:
Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
12-13317
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.
/
165
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
tnxTower J°b Pa9e <br /> 816298 Zephyrhills 23 of 47 <br /> SSOE Inc. Project Date <br /> lool Madtson Ave. 012-01232-00 16:27:34 07/13/12 <br /> Toledo,OH43604 Client Designed by <br /> Phone (419)255-3830 <br /> FAX. (419)255-6101 CC� 81352 <br /> Elevation Appurtenance Gov De�lection Tilt Twist Radius of <br /> Load Carvature <br /> f1 Comb. in ° o f <br /> 288.00 Flash Beacon 25 I.26 0.02 0.00 Inf <br /> 285.00 DB224 25 1.24 0.02 0.00 Inf <br /> 227.00 Sector Mount[SM 402-3] 25 0.93 0.02 0.00 [nf <br /> 215.00 Sector Mount[SM 602-3] 25 0.87 0 02 0 00 357140 <br /> 203.00 ANT2 0.6 1 l HPX 25 0.80 0.02 0 00 Inf <br /> 195.00 Zephyrhills Platform 25 OJ6 0.02 0.00 263129 <br /> 194.00 Sector Mount[SM 402-3] 25 0 75 0.02 0.00 278391 <br /> 185.00 PAR6-65 25 0 70 0 02 0.00 513716 <br /> 177.00 Sector Mount[SM 408-3] 25 0.66 0.02 0.00 Inf <br /> 96.00 Zephyrhills Platform 25 0.30 OAl 0.00 292557 <br /> Maximum Tower Deflections - Desi n Wind <br /> Section Elevation� w Horz.~� . Gov��g.,���.� �Tilt �. ���..�.j� . Twist �� <br /> No De�lection Load <br /> ft in Comb ° ° <br /> T I 288-279 6.50 16 0 12 0.01 <br /> T2 279-272 6.26 16 0.12 0.01 <br /> T3 272-259 6.07 16 0.12 0.01 <br /> T4 259-247 5 7l l6 0 12 0.01 <br /> TS 247-237 538 16 0.12 0.01 <br /> T6 237-232 5l0 16 0.12 0.01 <br /> T7 232-222 4.97 16 0 l2 0.01 <br /> T8 222-210 4 70 16 0 I 2 0.01 <br /> T9 210-195 436 16 0.1 l 0.01 <br /> Ti0 195-ix3 392 lo Qii u.01 <br /> T I I l83-171 3.59 16 0.10 0.01 <br /> T12 171 -146 3.25 16 0.10 0.01 <br /> T 13 146-122 2.61 I 6 0.09 0.01 <br /> T 14 122-96 2.08 16 0.07 0.01 <br /> T 15 96-72 1.54 16 0.06 0.00 <br /> T 16 72-52 1 13 l6 0.04 0.00 <br /> T 17 52-32 0 78 I 6 0.03 0.00 <br /> Tl8 32-0 045 16 0.02 000 <br /> Critical Deflections and Radius of Curvature - Desi n Wind <br /> _�____� ,. ---.�,....mR,. __. a_ _ ,- �--- -� -�-- --_--- - ---_m---a-- - .____ - <br /> Elevation Appurtenance Gov Deflection Tilt Twist Radi:�s of <br /> Load Curvahire <br /> f Comb. in ° ° ,t <br /> 288.00 Flash Beacon 16 6.50 0.12 0.01 271945 <br /> 285.00 DB224 16 6.42 O.12 0.01 271945 <br /> 227.00 Scctor Mount[SM 402-3] l6 4.83 0 12 0 01 380815 <br /> 215.00 Sector Mount[SM 602-3] 16 4.50 0.12 0.01 70079 <br /> 203.00 ANT2 0.6 1 I HPX 16 4 IS 0 1 I 0.01 204839 <br /> 195.00 Zephyrhills Platform 16 3.92 0 I l OAl 51124 <br /> 194.00 Sector Mount[SM 402-3] 16 3.89 0 1 I 0 01 541 13 <br /> 185.00 PAR6-65 16 3.65 0.1 I 0 O l 99082 <br /> 177.00 Sector Mount[SM 408-3] 16 3 42 0 10 0.01 410162 <br /> 96.00 Zephyrhills Platform 16 1.54 0.06 0.00 5641 I <br />
The URL can be used to link to this page
Your browser does not support the video tag.