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` Global Iowe Partners
Structural Analysis Report
146 ft. Tapered Monopole
Global Tower Services
512 Stewart Street, Atlantic Beach, FL 32233
750 Park of Commerce Boulevard
Suite 300 Duval County
Boca Raton,FL 33487-3612 (FL-561.5, Mayport JC VLFLJ033)
P: 605.422.1548
F: 605.422.1550
MetroPCS Florida, LLC
MetroPCS Site Number: JAX052
MetroPCS Site Name: N/A
Prepared by:
Global Tower Services, LLC
Michael T. De Boer, P.E.
Senior Director of Engineering
July 2, 2012
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
Table of Contents
Introduction 3
Description of Structure 3
Design Parameter ..3
Antenna Loading Information .4
Analysis Results 4 - 5
Analysis Summary and Conclusions 5
Standard Conditions 6
Disclaimer of Warranties .7
Appendix A - Monopole Profile .Attached
Appendix B - Calculations ..Attached
Appendix C — Collocation Application ..Attached
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
INTRODUCTION
We have completed the structural analysis for the existing 146 ft. tapered monopole
located in Duval County (512 Stewart Street, Atlantic Beach), FL. The objective of the
analysis is to determine if the existing tapered monopole design is in conformance/
compliance with the current codes and standards for the proposed equipment installation.
TSTower written by TowerSoft was utilized in performing the analysis. This program is
a commercially available software program which was used to create a non-linear three-
dimensional beam model and calculate member stresses for various loading conditions.
DESCRIPTION OF STRUCTURE
The existing structure is a 146 ft. tapered monopole originally manufactured by Valmont
Industries, Valley,NE. The existing monopole consists of three (3) sections with slip
connections.
Original monopole drawings provided by Valmont Industires were used to model the
tower steel. (Valmont Order No. 12610-96, March 12, 1996) The monopole shaft is
manufactured from 65 ksi steel,the base plate is 50 ksi steel and the anchor bolts are
A615 Grade 75 steel.
The monopole, for the purpose of analysis, is considered to be in good condition with no
defects.
DESIGN PARAMETERS
- Standard: ANSI/TIA-222-G-2005
- Local Code: 2010 Florida Building Code
-Nominal Wind Speed(Vasd): 120 mph(3-sec gust)
- Equivalent Ultimate Wind Speed(V„it): 154 mph(3-sec gust)
- Serviceability Wind Speed: 60 mph(3-sec gust)
- Design Ice Thickness: 0.25 (inch)
- Allowable Stress Increase: N/A
- Structure Class: II
- Exposure Category:
- Topographic Category: 1
I
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
ANTENNA LOADING INFORMATION
Existing and Reserved Loading Information
(9) 6' x 1' PCS Panels/ 9 150 1 5/8" 12 Dead
LP Platform w/Handrails
RFS APXV18-206517-C / 3 138 1 5/8" 6 MetroPCS
Collar Mount (Exterior)
Proposed Loading Information
Off
Ericsson ANT2 0.6 11 HP (TR) / 1 138 3/8" 1 MetroPCS
Collar Mount w/Y Brackets (Exterior)
Ericsson ANT2 0.6 18 HP (TR)/ 2 138 3/8" 2 MetroPCS
Collar Mount w/Y Brackets (Exterior)
Ericsson RAU2 ODU/ 3 138 MetroPCS
Collar Mount w/Y Brackets
Note: Final configuration for MetroPCS: Three (3) antennas, three (3) MW dishes,
three (3) ODUs,three (3)3/8" lines, and six (6) 1 5/8" lines. MetroPCS will also be
relocating the three (3) existing antennas to the proposed Y brackets. All lines are
considered to be installed inside the monopole shaft unless otherwise noted.
ANALYSIS RESULTS
Structure
The existing 146 ft. tapered monopole is structurally capable of supporting the
proposed equipment. (See table below)
Monopole Shaft 66 _ Pass
Monopole Base Plate 58 Pass
Anchor Bolts 59 Pass
(105 percent is considered acceptable.)
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
ANALYSIS RESULTS continued
Twist& Sway
r
Max. Rotation 0.01 degrees _ 0.00 degrees
Max. Translation 4.79 degrees 0.67 degrees
Foundation
The existing foundation has also been evaluated. The existing foundation was found to
be acceptable. (See table below)
:. ' 1AR6.... iiAl.. �-# w;: A'i
Overturning Moment 8345.93 Ft-Kiss 5055.93 Ft-Kips 61 Pass
Shear 86.09 Kips 56.14 Kips 65 Pass
*These have been factored by 1.35 to be equivalent to the new LRFD loads.
Monopole Rating: 66%
SUMMARY AND CONCLUSION
The existing 146 ft. tapered monopole located in Duval County (512 Stewart Street,
Atlantic Beach), FL is structurally acceptable based upon the EIA-222-G 2005
Standard and the 2010 Florida Building Code with the proposed equipment installed.
If any other changes are proposed, another structural analysis should be performed to
assure the tower is in compliance/conformance with the applicable codes and standards.
Should any further questions arise, please contact the Global Tower Services, LLC
Engineering Department at 941-400-2206.
Global Tower Services, LLC Reviewed by:
� v
Phillip Nejman, E.I. • Michael T. De Boer, P.E.
GTS Engineering Senior Director of Engineering
14i/1—
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
Standard Conditions
All engineering services are performed on the basis that the information used is current
and correct. This information may consist of, but not necessarily limited, to:
- Information supplied by the client regarding the structure itself,the antenna and
transmission line loading on the structure and it components, or relevant
information.
- Information from drawings in possession of Global Tower Services, LLC, or
generated by field inspections or measurements of the structure.
It is the responsibility of the client to ensure that the information provided to Global
Tower Services, LLC and used in the performance of our engineering services is correct
and complete. In the absence of information contrary, we consider that all structures
were constructed in accordance with the drawings and specifications and are in an un-
corroded condition and have not deteriorated; and we, therefore consider that their
capacity has not significantly changed from the original design condition.
All services will be performed to the codes and standards specified by the client, and we
do not imply to meet any other code and standard requirements unless explicitly agreed to
in writing. If wind and ice loads or other relevant parameters are to be different from the
minimum values recommended by the codes and standards,the client shall specify the
exact requirements. In the absence of information to the contrary, all work will be
performed in accordance with the revision of ANSI/TIA/EIA-222 requested.
All services are performed, results obtained and recommendations made in accordance
with the generally accepted engineering principles and practices. Global Tower Services,
LLC is not responsible for the conclusions, opinions and recommendations made by
others based on the information we supply.
Global Tower Services, LLC
July 2, 2012
Mayport JCVLFLJ033
FL-5615
Disclaimer of Warranties
The engineering services by Global Tower Services, LLC in connection with this
Structural Analysis are limited to a computer analysis of the tower structure, size and
capacity of its members. Global Tower Services, LLC does not analyze the fabrication,
including welding, except as included in this report.
The purpose of this report is to assess the feasibility of adding appurtenances usually
accompanied by transmission lines. Any mention of structural modifications are
reasonable estimates and should not be used a precise construction document. Precise
modification drawings are obtainable from Global Tower Services, LLC but are beyond
the scope of this report.
Global Tower Services, LLC makes no warranties, expressed or implied, in connection
with this report and disclaim any liability arising from material, fabrication and erection
of this tower. Global Tower Services, LLC will not be responsible whatsoever for or on
account of, consequential or incidental damages sustained by any person, firm, or
organization as a result of any data or conclusions contained in this report. The
maximum liability of Global Tower Services,LLC pursuant to this report will be
limited to the total fee received for preparation of this report.
APPENDIX A
Monopole Profile
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
DESIGN SPECIFICATION
Design Standard:ANSI/TIA-222-G-2005 Add.2
Basic Wind Speed (No Ice) = 120.0 (mph)
Basic Wind Speed With Ice) = 30.0 (mph)
Design Ice Thickness = 0.25 (in)
Structure Class = II
Exposure Category= C
Topographic Category= 1
Sct. Length Overlap Top Dia.Bot Dia. Thick.
(ft) (ft) (in) (in) (in)
1 55.00 6.92 46.92 61.00 0.5000
2 53.42 5.50 35.89 49.57 0.4062
3 50.00 0.00 25.13 37.92 0.2812
146.00
MAXIMUM BASE REACTIONS
Download (Kips) 51.7
Shear(Kips) 56.1
Moment(K.ipsft) 5056.0
Appendix 1
APPENDIX B
Calculations
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section A: PROJECT DATA
Project Title: Structural Analysis for a 146" monopole tower
Customer Name: MteroPCS
Site: FL-5615 (Mayport JCVLFLJ033)
Contract No.:
Revision: 1
Engineer: Mike De Boer
Date: Sep 4 2012
Time: 02:46:26 PM
Design Standard: ANSI/TIA-222-G-2005 Addendum 2
GENERAL DESIGN CONDITIONS
Start wind direction: 0.00 (Deg)
End wind direction: 330.00 (Deg)
Increment wind direction: 30.00 (Deg)
Elevation above ground: 0.00(ft)
Gust Response Factor Gh: 1.10
Structure class: II
Exposure category: C
Topographic category: 1
Material Density: 490.1(lbs/ft^3)
Young's Modulus: 29000.0(ksi)
Poisson Ratio: 0.30
Weight Multiplier: 1.00
WIND ONLY CONDITIONS:
Basic Wind Speed (No Ice) : 120.00(mph)
Directionality Factor Kd: 0.95
Importance Factor I: 1.00
Wind Load Factor: 1.60
Dead Load Factor: 1.20
WIND AND ICE CONDITIONS:
Basic Wind Speed (With Ice) : 30.00(mph)
Directionality Factor Kd: 0.95
Wind Load Importance Factor Iw: 1.00
Ice Thickness Importance Factor Ii: 1.00
Ice Thickness: 0.25(in)
Ice Density: 56.19(lbs/ft^3)
Wind Load Factor: 1.00
Dead Load Factor: 1.20
Ice Load Factor: 1.00
WIND ONLY SERVICEABILITY CONDITIONS:
Serviceability Wind Speed: 60.00(mph)
Directionality Factor Kd: 0.85
Importance Factor I: 1.00
Wind Load Factor: 1.00
Dead Load Factor: 1.00
Analysis performed using: TowerSoft Finite Element Analysis Program
Page A 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212 MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCV'LFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section B: STRUCTURE GEOMETRY
Total Height Bottom Diameter Top Diameter
(ft) (in) (in)
146.00 61.00 25.13
Sect. Length Overlap Bot Dia. Top Dia. Thick. Sides Joint Type Yield Mass Calculated
No Stress Taper
(ft) (ft) (in) (in) (in) (ksi) (lbs) (in/ft)
1 55.00 6.92 61.00 46.92 0.5000 12-sided Flange 65.0 16087.0 0.25599
2 53.42 5.50 49.57 35.89 0.4062 12-sided Telescopic 65.0 10049.1 0.25599
3 50.00 0.00 37.92 25.13 0.2812 12-sided Telescopic 65.0 4806.5 0.25599
Total Mass: 30942.6
Page B 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section C: ANTENNA DATA
Structure Azimuth from North: 0
ANTENNAS
Ant Elev. Antenna Ant. Mount. Mount Type Mount Tx Line Mounting Pipe Ka
No. (#) Type Azim. Radius Azim. (#)Type Size Length (ft)
(ft) (ft) (in) Full Shielded
1 138.00 (1) HP2 195 1.37 195 4.500 4.00 2.21 1.00
Vert. Offset 0.00 (ft)
2 138.00 (1) HP2 17 1.37 17 4.500 4.00 2.21 1.00
Vert. Offset 0.00 (ft)
3 138.00 (1) HP2 274 1.37 274 4.500 4.00 2.21 1.00
Vert. Offset 0.00 (ft)
ANTENNA AND MOUNT WIND AREAS AND WEIGHTS
Ant Antenna/Mount Frontal Lateral Frontal Lateral Weight Weight Frequency Allowable Gh Mount
No. Bare Area Bare Area Iced Area Iced Area Bare Iced Signal Ka
(ft)^2 (ft)^2 (ft)^2 (ft)^2 (lbs) (lbs) GHz Loss dB
1 HP2 4.86 0.34 4.86 0.34 40.78 96.43 6.00 10 1.10
2 HP2 4.86 0.34 4.86 0.34 40.78 96.43 6.00 10 1.10
3 HP2 4.86 0.34 4.86 0.34 40.78 96.43 6.00 10 1.10
Page C 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48;17 PM Engineer: Mike De Boer
Section D: TRANSMISSION LINE DATA
Transmission Lines Position
No. Sot El Top El Desc. Radius Az. Orient. No. Shielded Shielded Antenna
(ft) (ft) (ft) Lines
1 0.00 146.00 LDF7P-50A 0.00 0.00 0.00 12 Yes 12
2 0.00 138.00 LDF7P-50A 0.00 0.00 0.00 6 Yes 4
3 0.00 138.00 LDF2-50 0.00 0.00 0.00 3 Yes 2
Transmission Lines Details
No. Desc. Width Depth Unit Mass
(in) (in) (lb/ft)
1 LDF7P-50A 2.01 2.01 0.92
2 LDF7P-50A 2.01 2.01 0.92
3 LDF2-50 0.43 0.43 0.08
Utilization of the cross-section for TX Lines: 8.43%
Page D 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_970212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section F: POINT LOAD DATA
Structure Azimuth from North:0.00
POINT LOADS
No. Description Elev. Radius Azim. Orient. Vertical Tx Line Comments
Offset
(ft) (ft) (Deg) (Deg) (ft)
1 (9) 6'x1' Panels 150.00 0.00 0.0 0.0 0.00 Dead (1.0)
2 LP Platform w/ Rails 146.00 0.00 0.0 0.0 0.00 Dead
3 (3) APXV18-206517-C 138.00 0.00 0.0 0.0 0.00 MetroPCS (1.0)
4 (3) ODUs Ericcson RAU2 138.00 0.00 0.0 0.0 0.00 MetroPCS (1.0)
5 Collar Mount w/ Y Brackets 138.00 0.00 0.0 0.0 0.00 MetroPCS
POINT LOADS WIND AREAS AND WEIGHTS
No. Description Frontal Lateral Frontal Lateral Weight Weight Gh
Bare Area Bare Area Iced Area Iced Area Bare Iced
(ft^2) (ft^2) (ft^2) (ft^2) (Kips) (Kips)
1 (9) 6'xl' Panels 75.60 75.60 83.07 83.07 0.45 0.88 1.10
2 LP Platform w/ Rails 30.00 30.00 36.00 36.00 2.00 2.50 1.10
3 (3) APXV18-206517-C 14.28 14.28 16.62 16.62 0.08 0.16 1.10
4 (3) ODUs Ericcson RAU2 6.00 6.00 10.00 10.00 0.09 0.12 1.10
5 Collar Mount w/ Y Brackets 21.00 21.00 27.00 27.00 1.25 1.75 1.10
Page F 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615270212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section K: POLE OUTPUT LOAD DATA
Load Combination Max Envelope
Wind Direction Maximum
Elev. Axial Ld. Shear Ld. Torque Bend Mom.
(ft) (kips) (kips) (kipsft) (kipsft)
146.00 4.68 10.45 0.05 25.73
137.26 4.68 10.45 0.07 116.72
137.26 8.56 17.00 0.56 116.96
128.52 8.56 17.00 0.58 265.20
128.52 9.92 19.47 0.76 265.40
119.78 9.92 19.47 0.76 434.57
119.78 11.36 21.99 1.16 434.76
111.04 11.36 21.99 1.17 626.56
111.04 12.89 24.54 1.53 626.73
102.30 12.89 24.54 1.53 840.10
102.30 14.19 26.65 1.79 840.23
96.80 14.19 26.65 1.79 986.58
96.80 16.32 28.76 2.03 986.69
88.44 16.32 28.76 2.03 1225.48
88.44 19.04 31.31 2.29 1225.62
80.08 19.04 31.31 2.29 1486.71
80.08 21.32 33.84 2.52 1486.75
71.72 21.32 33.84 2.51 1769.12
71.72 23.69 36.38 2.71 1769.07
63.36 23.69 36.38 2.70 2072.84
63.36 26.18 38.94 2.88 2072.78
55.00 26.18 38.94 2.86 2397.99
55.00 28.53 41.29 3.00 2397.95
48.08 28.53 41.29 2.99 2681.96
48.08 32.26 43.60 3.10 2681.92
40.07 32.26 43.60 3.09 3031.85
40.07 36.48 46.03 3.19 3031.81
32.06 36.48 46.03 3.18 3399.83
32.06 39.69 48.39 3.26 3399.80
24.04 39.69 48.39 3.25 3786.72
24.04 43.01 50.65 3.30 3786.70
16.03 43.01 50.65 3.30 4191.81
16.03 46.44 52.81 3.33 4191.79
8.01 46.44 52.81 3.33 4616.07
8.01 49.96 54.96 3.34 4616.06
0.00 49.96 54.96 3.34 5055.98
Base 51.75 56.14 3.34 5055.98
Page K 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212 MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section L: STRENGTH ASSESSMENT DATA
Load Combination Max Envelope
Wind Direction Maximum
Elev. Axial Ld. Axial Cap Moment Mom. Cap Assess.
(ft) (kips) (kips) (kipsft) (kipsft)
146.00 4.68 1642.28 25.73 838.28 0.033
137.26 4.68 1737.35 116.72 966.89 0.122
137.26 8.56 1737.35 116.96 966.89 0.124
128.52 8.56 1823.96 265.20 1099.16 0.245
128.52 9.92 1823.96 265.40 1099.16 0.245
119.78 9.92 1902.10 434.57 1233.93 0.356
119.78 11.36 1902.10 434.76 1233.93 0.357
111.04 11.36 1971.77 626.56 1370.02 0.462
111.04 12.89 1971.77 626.73 1370.02 0.463
102.30 12.89 2032.97 840.10 1506.25 0.563
102.30 14.19 2032.97 840.23 1506.25 0.563
96.80 16.32 3459.17 986.69 2586.74 0.385
88.44 16.32 3590.66 1225.48 2843.37 0.435
88.44 19.04 3590.66 1225.62 2843.37 0.435
80.08 19.04 3714.41 1486.71 3105.12 0.483
80.08 21.32 3714.41 1486.75 3105.12 0.484
71.72 21.32 3830.42 1769.12 3370.97 0.529
71.72 23.69 3830.42 1769.07 3370.97 0.530
63.36 23.69 3938.67 2072.84 3639.89 0.575
63.36 26.18 3938.67 2072.78 3639.89 0.575
55.00 26.18 4039.18 2397.99 3910.85 0.619
55.00 28.53 4039.18 2397.95 3910.85 0.619
48.08 32.26 5469.36 2681.92 5375.77 0.504
40.07 32.26 5615.02 3031.85 5756.25 0.532
40.07 36.48 5615.02 3031.81 5756.25 0.532
32.06 36.48 5753.56 3399.83 6141.44 0.559
32.06 39.69 5753.56 3399.80 6141.44 0.560
24.04 39.69 5884.99 3786.72 6530.44 0.586
24.04 43.01 5884.99 3786.70 6530.44 0.586
16.03 43.01 6009.29 4191.81 6922.36 0.612
16.03 46.44 6009.29 4191.79 6922.36 0.613
8.01 46.44 6126.48 4616.07 7316.29 0.638
8.01 49.96 6126.48 4616.06 7316.29 0.638
0.00 49.96 6236.55 5055.98 7711.32 0.663
Page L 1
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Section M: SECTION PROPERTIES DATA
Elev. Diam. Width Thick. W/t Area S
(ft) (in) (in) (in) (in^2) (in^3)
146.0 25.3 6.2 0.281 22.1 22.6 138.72
137.3 27.6 6.8 0.281 24.3 24.7 164.76
137.3 27.6 6.8 0.281 24.3 24.7 164.76
128.5 29.8 7.4 0.281 26.4 26.7 193.03
128.5 29.8 7.4 0.281 26.4 26.7 193.03
119.8 32.0 8.0 0.281 28.5 28.7 223.55
119.8 32.0 8.0 0.281 28.5 28.7 223.55
111.0 34.3 8.6 0.281 30.7 30.7 256.30
111.0 34.3 8.6 0.281 30.7 30.7 256.30
102.3 36.5 9.2 0.281 32.8 32.8 291.29
102.3 36.5 9.2 0.281 32.8 32.8 291.29
96.8 37.9 9.6 0.281 34.1 34.0 314.45
96.8 37.1 9.1 0.406 22.5 47.9 430.00
88.4 39.2 9.7 0.406 23.9 50.7 481.91
88.4 39.2 9.7 0.406 23.9 50.7 481.91
80.1 41.4 10.3 0.406 25.3 53.5 536.78
80.1 41.4 10.3 0.406 25.3 53.5 536.78
71.7 43.5 10.8 0.406 26.7 56.3 594.61
71.7 43.5 10.8 0.406 26.7 56.3 594.61
63.4 45.7 11.4 0.406 28.1 59.1 655.39
63.4 45.7 11.4 0.406 28.1 59.1 655.39
55.0 47.8 12.0 0.406 29.5 61.9 719.14
55.0 47.8 12.0 0.406 29.5 61.9 719.14
48.1 49.6 12.5 0.406 30.7 64.2 774.12
48.1 48.7 12.0 0.500 24.1 77.5 913.81
40.1 50.7 12.6 0.500 25.2 80.8 993.68
40.1 50.7 12.6 0.500 25.2 80.8 993.68
32.1 52.8 13.1 0.500 26.3 84.1 1076.89
32.1 52.8 13.1 0.500 26.3 84.1 1076.89
24.0 54.8 13.7 0.500 27.4 87.4 1163.45
24.0 54.8 13.7 0.500 27.4 87.4 1163.45
16.0 56.9 14.2 0.500 28.5 90.7 1253.35
16.0 56.9 14.2 0.500 28.5 90.7 1253.35
8.0 58.9 14.8 0.500 29.6 94.0 1346.60
8.0 58.9 14.8 0.500 29.6 94.0 1346.60
0.0 61.0 15.3 0.500 30.7 97.3 1443.19
Note: w/t values marked with * (asterisk) indicate width to thickness
exceeding maximum allowable values by standards.
Page M 1
TowerSoft Tower - v 5.3.0 Monopole Analysis Program
Licensed to: Global Tower Partners, Boca Raton FL
(c) 1997-2012 TowerSoft, Mississauga, Ontario.
Project: Structural Analysis for a 146" monopole tower
Site: FL-5615 (Mayport JCVLF'LJ033)
Contract:
Engineer: Mike De Boer
BASE PLATE DETAILS
I
} Rods spacing 'dia. = 69.660
Maximus Base Reactions I
Axial Load(Kips) = 45.14
Shear Load(Kips) = 56.14
Bending Moment(Kipsft)= 5055.98
Torque (Kipsft) = 3. 34
Anchor Rod Data I t
`*
No of rods = 24
Grade = A615 Gr.75 — • - - � • - - - - I ,.Size = 2 1/4 in
Lar * (in) = 3. 000
Shear Load(Kips) = 2. 39
Axial Load(Kips) = 147. 04 :l
Shear Cap. (Kips) = 134. 18
Axial Cap. (Kips) = 243. 56
Assessment Ratio = 0. 59 4)
Plate Data
Thickness (in) = 3. 000
i Inside dial. = 53.000
Grade = A572 gr.50 Pole dia.I = 61. 000
Max. Stress (ksi) = 26.2 1 r
Allow. Stress(ksi) = 45.0 Outside dia. = 75. 650
Assessment Ratio = 0. 6
Plate Bottom above Concrete
* Lar = Length from top of concrete
to bottom of anchor rod leveling nut.
0
0
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Horizontal Displacement Diagram
Max. Envelope All Loading Cases)
Elevation (ft)
146.0
t1
f
ti
{
96.8 — p
ff
• {
a
s
j
i
48.1 —
0.0 Displacement(in)
16 31 47 63 79
Appendix 2
TSTower - v 5.3.0 Tower Analysis Program Licensed to: Global Tower Partners
(c) 1997-2012 TowerSoft www.TSTower.com Boca Raton FL
File: C:\TSTower\TSTOWER Input\FL-5615_070212_MetroPCS.out
Contract: Revision: 1
Project: Structural Analysis for a 146" monopole tower Site: FL-5615 (Mayport JCVLFLJ033)
Date and Time: 9/4/2012 2:48:17 PM Engineer: Mike De Boer
Bending Moment Diagram
Max. Envelope (All Loading Cases)
Elevation (ft)
146.0
96.8
48.1
0.0 { { { { { { { { { { { { { { { { { { { Moment(Kipsft)
2754,8180838632011 244 Met 36 ga Et351.152k8 154e371245/'a.0 611: 1D724 VS.'t M32
— Moment — Capacity
Appendix 3
APPENDIX C
Collocation Application
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J City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road 1/ ,Atlantic Beach, Florida 32233-5445 uld Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: 9 if/��
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 12- SIT/3,--4 r Jr D' ' ent review required Yes No
A licant: Planning &Zonin�
pp Tree Admin strator
ublic Work
Project: • r 7 D ublic Utilities
M Jc c T& _Public Safety ^ _-_
yrr Fire Services
Hp ettliffnerD4
Review fee $ '*',0O.OO Dept Signature
Review or Receipt Date
Other Agency Review or Permit Required of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLI TION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
III WING' /�
PLANNING &ZONIN Reviewed by: /'` ate: O f� O 2Qi C1
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07127!10
5:\,y .. City of Atlantic Beach APPLICATION NUMBER
''r. : Building Department (To be assigned by the Building Department.)
i /? _ 1/ 79
` 800 Seminole Road /
b ..:": :2 Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 - Fax(904)247-5845 l�
�� E-mail: building-dept@coab.us Date routed: / l�' C�
`��SJiil�`�
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
/,-- (�' Jr
Property Address: //1�- d / ���% D- ent review required Yep/ No
Applicant:
Planning &Zonir
ree A•ministrator
Project: 112 q �.6 A 'ublic Works
Public Utilities
M ices cr7 T� Public Safety
yFire Services _
Review fee $ Dept Signature
Review or Receipt Date
Other Agency Review or Permit Required of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLI ATION STATUS
Reviewing Department First Review: I Approved. I (Denied.
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING / Date: ZIZ 1 2"
Reviewed by:
TREE ADMIN. Second Review: I 'Approved as revised. I IDenie .
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: I (Approved as revised. I (Denied.
Comments:
Reviewed by: Date:
Revised 07127/10
IVED APPLICATION NUMBER
t--i1.,y City of Atlantic Beach
Building Department SEP Q 7 2012 (To be assigned by the Building Department.)
r `� 800 Seminole Road
4? - il 9
._.'-- ,. Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 • Fax(904)247-5845 —___— ^� Date routed: (,�//�
D.,i�;= E-mail: building-dept @coab.us
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / 2- S k0�1 jr D- _ ent review required Yes No
/� �6 ,es c, ..rmlr
Applicant: Planning &Zoninj
pP ree Aeministrator
Project: /1D/D ç&IpI7r �� _'ublicWorks
!7 Public Utilities
7 iced T Public Safety
y/ Fire Services
Review fee $ Dept Signature
Review or Receipt Date
Other Agency Review or Permit Required of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ' IDenied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Date: 92I)2/�
Reviewed by:
TREE ADMIN. Second Review: I 'Approved as revised. I IDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by: Date:
FIRE SERVICES Third Review: I 'Approved as revised. FIDenied.
Comments:
Reviewed by: Date:
Revised 07127/10
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5845
Job Address: 512 Stewart Street Permit Number:
Legal Description 17-2S-29E.987 PT Govt Lot 4 Recd dO/R11938-1169 Parcel# 172327-0070
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$15,000 Proposed Work heated/cooled non-heated/cooled,
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: Adding microwave dish and equipment to existing
telecommunication site
Property Owner Information:
Name: Metro PCSFlorida,LLC, 8256 Exchange Drive.Suite210
City Orlando State FL Zip 32809 Phone
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: TBD Qualifying Agent:
Address: City State Zip
Office Phone Job Site/Contact Number Fax#
State Certification/Registration#
Architect Name&Phone#
Engineer's Name&Phone#Kimley-Horn and Associates,Inc. 561-840-0215
Fee Simple Title Holder Name and Address Huey Entereprises LLC, 14 DUTTON ISLAND RD E,Atlantic Beach,FL32233
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after
work is commenced 1 understand that separate permits must be secured for Electrical- Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT.IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
I type pe hereb.y ofworrtktwr that l be compl!complied w and examined ther specified lherein or not. .The Thee granting be permit doescnotp provisions give authority onv olategor cancel this
type. . ruction or the ormance of construction.
provisions of any other federal,state,or local law re: lati : + PQ1f f
Signature of Owner � Signature of Contractor
NMI
Print Name Jay Shirah Print Name _.._.._........_
Sworn to and subscrj�d before me Sworn to and subscribed before me 20
this L)ay of S �P 20 /1""-- this Day of
u blie Notary Public
Notary • ic 7—3"��
Revised 01.26.10
i
j y,,,�l CITY OF ATLANTIC BEACH
r i; Build ing Department
J J� 800 Seminole Road
r) Atlantic Beach,Florida 32233
(904)247-5800
PLAN REVIEW COMMENTS
Permit Application # /,; - a 7?
Property Address: 5/2 S lP 4/G r+ Si Ale
Applicant: 87C/1/ PC /10 C00%tQC/ Ye. T
N
Project: Ad o/ cee. /3mP4 .74. it.) 71P/.0cpry S „ V.I.
This permit application has been:
El Approved
El Reviewed and the following items need attention:
0 o S a oc:C1 4
Please re-submit your application when these items have been completed.
Reviewed By: Date: ?-7—/ Z-
- t . , P, 1
* * * Communication Result Report ( Nov. 8. 2012 12:37PM ) * * *
1)
2)
Date/Time : Nov. 8. 2012 12:34PM
Page
File pg (s) Result Not Sent
No. Mode Destination
3606 Memory TX 19042475845
F. 4 OK
Reason for error ) Busy
E. 1) Hang up or line fail E.E. 2 2) No facsimile connection
E. 3) No answer
E. 5) Exceeded max. E—ma i 1 size
gy.r STATE OF FLORIDA
;
n.' '' DEPARTMENT OF DUBINSSS AND FRORRBOIONAL REGULATION
!•r 1ONBTRO(.'TION
INDUSTRY LICItNRINO DOARO (050) 4117-1395
.f`�.'^ 05LLAHHAASRBEE�NROa STRVLT32399-0703
•
MANN, JOHN DAVID
ATLAS SOLUTIONS INC
2071 50TH
BRADENTON AVB CIR E FL 34203
r._ 5'_____.�—_y ACrit I-!4 B'x 4
�[lRr�R�PIM�
COrsfrebe lkone cl by MN,pad you f atm/n ysa n Pte feedy win eQUIn It sO D�I�[.,ityar .,k4IM TIOMb')
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Ow Pn4ondunale arAM.Ie 1. rondo Ian nrLflecls In yochl broNers,Iran C0006042534-14 {C13 2.1200181104
boards O berland.,naWvrant,and hay Map Fofida'a ofMOW'troop_ L
Evey day w'wmk to bnprwelbn way y'n do budnene In oMey to nave You heN r 7� }� "4 �+ ■
For lnlonn011on about our mNlcne.Flea5n Inn alb wwNmYlloriddlcensn co OEga•�r�rvI Il
Thom you enn find more Inbsmeenn nhme our cllvblas and Ilw repulminns Oat Neu+n i fT0 C'} ,13. ..t.,:s.o,:i 1.Impact you,sulrecrlbe Odeparlmenl nowsletlem and loam mom ob.the .A5fiA$Ao 151�>clb^ -,
Department's lnlllelves. a.3. A ` r
Oa pis inn Ol the Sepedmenl lc l bane Elf enUV.Rmojjulalo Fatly.We f-"
IaNy sir.ve b servo you Faller en lhn.l wit can solve your tnOmers. '-ai l{n{in wh4y,jiidwii .gy'`4442 k,
Thank you br dotrp leislnessoFbdde,and n9ra u. your new lftca+d L;} �,, yy-,,v fr8l�f -1-.,,
DETACH HERE
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—,_ _ Oovin,„0...,— ..—APSP.I` .,..aEa.URED.�i0A1W____: --- -----. °-
elr STATE OF FLORIDA
-1' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
F0 -- " _ (850) 487-1395
'rsi � Y1d CONSTRUCTION INDUSTRY LICENSING BOARD
' ""'• 1940 NORTH MONROE STREET
`` t :- TALLAHASSEE FL 32399-0783
MANN, JOHN DAVID
ATLAS SOLUTIONS INC '
2071 58TH AVE CIR E
BRADENTON FL 34203
4" STATE OF FLORIDA ACTT 6 2 IC, 7'6
Congratulationsl With this license you become one of the nearly one million DEPARTMENT OF. BUSINESS: AND
Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL,, EGULATION
Our professionals and businesses range from architects to yacht brokers,from .4_ ,,/
boxers to barbeque restaurants,and they keep Florida's economy strong. CGC060425 r r _s 0.8/03/12 128028904
Every day we work to improve the way we do business in order to serve you better. `'. ; ,
For information about our services,please log onto www.nryfloridalicense.com. CERTIFIED, G) NI;RRL' COj1TRACTOR f:
There you can find more information about our divisions and the regulations that MANN, JOHN DAVI}P
impact you,subscribe to department newsletters and learn more about the ATLAS SOLUTIONS ,I !"tf
Department's initiatives.
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Our mission at the Department is:License Efficiently,Regulate Fairly.We
constantly strive to serve you better so that you can serve your customers. ; IS;.`CERTIFIED under the provisions.of ch.489 FS,
Thank you for doing business in Florida,and congratulations on your new license! ExPliattan date. AUG 31,, 2414 ,' L1208o30-$91 `.:
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- 't,°' 91. 2 1k` ' c . 44g:41hlal14Q1iA1 .IifiAfl 91.0 IIt}ASIIIMEIQuNI tlfeaf#.QPAl .LLNcII`IINEMAH 'Pftfi T Q ?ftfttfl.'„ .;' t,'. >; •4
STATE OF FLORIDA '-' r
: AC�� 6246176 _ ,..
DEPARTMENT ',OP 'BUSINESS' AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING: BOARD.
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SEQ#612080301591
DATE BATCH NUMBER NBRa i LICENSE ;C „,..,,,r„„ *., . r
08/03/2012 128028904 CGC060425,$ , � fskt tlT
The GENERAL ,CONTRACTOR it' v? , s l , liar '-s
=_Named=below ;;IS CERTIFIED:; ':.,. ,, tt :,r' r � ,_ati.. t s{ r ,: r -
Under the°`provisions of Chapter' 489i' F'S:;. 34t,r�„%i,r''i
iration date: AUG 31, ;2 014 1: 4 ,, rift,ar,44 " is , :�f1:1L, .
Exp 3 ICI': k ,42. W ,
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MANN,
JOHN DAVID S.:},,A=1,;. t°_y1�'s�fi r-3,r " . / ,
ATLAS SOLUTIONS INC; :;,`�i: Lit-ii.,: viii .z-, ;.0.,;,'.
2071 58TH AVE CIR E i(p!..
',M.) 1t'3: `$.so
BRADENTON FL :3.4203 •,,:,, , , •,u,
'. 4 i ` N, KEN LAWSON
RICK SCOTT - i f. i t ' SECRETARY
GOVERNOR ,
_—. �__ _...._._�.___.-.___ ._--••-__------.QISPLAY.AS..ftF.�lUIftEI�.BYLAW_._—._..__._.�..�._._._._._.._..._.._. -,
.
r s.` `mot.
.91 SOLUTIONS INC
CGC060425 ECUUO252O
November 8, 2012
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
Re. Power of Attorney
To Whom It May Concern:
I, Paul J Fagan of Atlas Solutions, Inc. authorize Kerry Nott to Register for Permits or
Pick-up permit/s in the City of Atlantic Beach, State of Florida.
My EC License Number is EC0002520
If you have any questions or concerns, please do not hesitate to call me at (941)
345-7357.
Sincerely,
Paul J F an
Gc/
Atlas Solution , Inc.
Sworn to and Subscribed before me this fk- day of
0��
Personally Known:X Seal: 4o, ———- -- -—
I `i'RY°,,BI,-, AMY C.BENDKOWSKI
ca0 , 0= Notary Public-State of Florida
Produced I.D. N om, -` `, My Comm.Expires Jul 25,2013 `
Commission#EE 198261 /
,,, `,:
, Bonded Through National Notary Assn.
Notary Public:4. .. • -
2071 58th Ave Cir E. Bradenton, FL 34203
(941) 827-2994 - Fax