September 1, 2016 Melanie A. Bachman Executive Director ......1 Antel BXA-70063-6CF-EDIN-2 133.0 1 Swedcom SACP 2x5516 1 VZW Unused Reserve: 18,557 sq in 2 Swedcom SLCP 2x6015 2 Antel

Sarah Snell Empire Telecom USA, LLC 16 Esquire Road Billerica, MA 01862 978-608-8146 [email protected]

September 1, 2016

Melanie A. Bachman Executive Director Connecticut Siting Council 10 Franklin Street New Britain, CT 06051

Regarding:

Property Address: AT&T Site:

Notice of Exempt Modification – Antenna Swap, Addition of Radio Heads & DC/Fiber Squid 53 Dayton Road Waterford, CT 06385 CT5221 – Waterford East FA#10071307

Dear Ms. Bachman:

AT&T currently maintains a wireless telecommunications facility on an existing 180-foot self-supported tower at the above-referenced address, latitude 41.37784167 longitude-72.13936111. Said self-supported tower is owned by American Tower Corporation. The existing equipment shelter is 432 square feet.

AT&T desires to modify its existing telecommunications facility by swapping three (3) antennas, adding six remote-radio heads (“RRHs”) with (3) A2 modules and a DC/Fiber Squid. The centerline height of said antennas is and will remain at 160 feet. Antennas are mounted utilizing a sector frame.

Please accept this application as notification pursuant to R.C.S.A. §16-50j-73, for construction that constitutes an exempt modification pursuant to R.C.S.A. §16-50j-72 (b)(2). In accordance with R.C.S.A. §16-50j-73, a copy of this letter is being sent to the First Selectman of the Town of Waterford, Daniel M. Steward, the ground owner the Cohanzie Fire Department, and to the tower owner American Tower Corporation.

The planned modifications to AT&T’s facility fall squarely within those activities explicitly provided for in R.C.S.A. §16-50j-72 (b)(2). Specifically:

1. The planned modification will not result in an increase in the height of the existingstructure. The antennas to be swapped will be installed at the existing height of 160feet on the 180-foot self-supported tower.

2. The proposed modifications will not involve any changes to ground-mountedequipment, and therefore will not require an extension of the site boundary.

3. The proposed modification will not increase the noise level at the facility by sixdecibel or more, or to levels that exceed state and local criteria.

Sarah Snell Empire Telecom USA, LLC 16 Esquire Road Billerica, MA 01862 T: 978-608-8416 E: [email protected]

4. The operation of the modified facility will not increase radio frequency (RF)emissions at the facility to a level at or above Federal Communications Commission(FCC) safety standard. An RF emissions calculation (attached) for AT&T’s modifiedfacility is herein provided.

5. The proposed modifications will not case a change or alteration in the physical orenvironmental characteristics of the site.

6. The self-supported tower and its foundation can support AT&T’s proposedmodifications (please see attached structural analysis completed by American Towerdated August 3, 2016).

For the foregoing reasons, AT&T respectfully requests that the proposed antenna swap and remote radio head, A2 module and DC/fiber squid installation be allowed within the exempt modifications under R.C.S.A. §16-50j-72 (b)(2).

Sincerely,

ftÜt{ fÇxÄÄ

Sarah Snell Site Acquisition Specialist

cc: Daniel M. Steward, First Selectman of the Town of Waterford Cohanzie Fire Department, Landowner American Tower Corporation, Tower Owner

at&tMOBILITY

SITE NUMBER: CT5221

SITE NAME: WATERFORD EAST

AT&T

VICINITY MAP

at&tMOBILITY

FA CODE: 10071307SITE NUMBER: CT5221


PROJECT TEAM

DRAWING INDEX REV.

APPROVALS

GENERAL NOTES

CLIENT REPRESENTATIVE

SITE ACQUISITION:

RF ENGINEER:

CONSTRUCTION MANAGEMENT:

PROJECT INFORMATION

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

SITE LAYOUT

NORTH

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

EXISTING EQUIPMENT LAYOUT

NORTH

PROPOSED EQUIPMENT LAYOUT

NORTH

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

EXISTING ANTENNA LAYOUT

PROPOSED ANTENNA LAYOUTPROPOSED TOWER ELEVATION

NORTH

NORTH

EXISTING TOWER ELEVATION

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

RRUS DETAIL ANTENNA AND RRU MOUNTING DETAIL

ANTENNA DETAILTPA-65R-LCUUUU-H8

BOTTOM

FRONT SIDE

at&tMOBILITY

SITE NUMBER: CT5221


AT&T

TYPICAL PLUMBING DIAGRAM (PER SECTOR)

GROUND WIRE TO GROUND BAR CONNECTION DETAIL

GROUND BAR DETAIL

GROUNDING RISER DIAGRAM

TYPICAL GROUND BAR CONNECTION DETAIL

A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com

Structural Analysis ReportStructure : 180 ft Self Supported Tower

ATC Site Name : Waterford CT, CT

ATC Site Number : 411183

Engineering Number : OAA682429_C3_01

Proposed Carrier : AT&T Mobility

Carrier Site Name : Waterford East

Carrier Site Number : CT5221

Site Location : 53 Dayton Rd.Waterford, CT 06385-427441.377778,-72.141389

County : New London

Date : August 3, 2016

Max Usage : 64%

Result : Pass

Prepared By:Brendan M. Smith, E.I.Structural Engineer II

COA: PEC.0001553

Eng. Number OAA682429_C3_01August 3, 2016


Table of Contents

Introduction .................................................................................................................................... 1

Supporting Documents .................................................................................................................... 1

Analysis ........................................................................................................................................... 1

Conclusion....................................................................................................................................... 1

Existing and Reserved Equipment..................................................................................................... 2

Equipment to be Removed............................................................................................................... 3

Proposed Equipment ....................................................................................................................... 3

Structure Usages .............................................................................................................................. 4

Foundations ..................................................................................................................................... 4

Deflection, Twist, and Sway............................................................................................................... 4

Standard Conditions ......................................................................................................................... 5

Calculations ......................................................................................................................... Attached


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 180 ft self supported tower to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Rohn Drawing #A982166, dated August 20, 1998Foundation Drawing Rohn Drawing #A982167-1, dated August 20, 1998Geotechnical Report Clarence Welti Site Name Cohenzie Fire Station; Waterford, CT, dated March 24, 1997

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/EIA-222.

Basic Wind Speed: 95 mph (Fastest Mile)Basic Wind Speed w/ Ice: 82 mph (Fastest Mile)w/ 1/2" radial ice concurrentCode: ANSI/TIA/EIA-222-F / 2003 IBC , Sec. 1609.1.1, Exception (5) & Sec. 3108.4 w/ 2005 CT

Supplement & 2009 CT Amendment

Conclusion

Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report.

If you have any questions or require additional information, please contact American Tower via email at [email protected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.


Page 2


Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

187.0 1 15' Omni184.0 2 10' Omni182.0 2 8' Omni181.0 2 5' Omni

177.0

170.0 1 13' Omni

Sector Frame (7) 7/8" Coax Town Of Waterford Police Dept

6 Ericsson AIR 21165.0

3 RFS ATMAA1412D-1A203 Andrew LNX-6515DS-VTM (50.3 lbs)

164.0164.0

3 Ericsson RRUS 11 B12

Sector Frames (18) 1 5/8" Coax(1) 1 5/8" Hybriflex T-Mobile

3 CCI HPA-65R-BUU-H83 Powerwave 7770.003 Ericsson RRUS-32 (77 lbs)3 Ericsson RRUS-11 (50 lbs.)2 Raycap DC6-48-60-0-8F6 Powerwave LGP21401

157.0 157.0

6 Powerwave LGP13519

Sector Frames(12) 1 5/8" Coax

(4) 0.78" 8 AWG 6(2) 0.39" Fiber Trunk

AT&T Mobility

143.0 156.0 1 20' Omni Side Arm (1) 1 5/8" Coax Town Of Waterford Police Dept134.0 3 Raycap RRFDC-1064-PF-48

1 Antel BXA-70063-6CF-EDIN-2133.0

1 Swedcom SACP 2x55161 VZW Unused Reserve: 18,557 sq in2 Swedcom SLCP 2x60152 Antel LPA-80063-4CF-EDIN-X6 48" x 12" x 7" Panel3 Antel BXA-171063-8CF-EDIN-X3 RRH

132.0

132.0

3 Alcatel-Lucent RRH2x40-AWS

Sector Frames (18) 1 5/8" Coax(3) 1 1/4" Hybriflex Verizon

6 Kathrein 800 10504125.0 125.0

1 MicroPulse GPS-QBW-26NSector Frames (6) 1 5/8" Coax Metro PCS

51.0 51.0 1 GPS Stand-Off (1) 1/2" Coax Verizon


Page 3


Equipment to be Removed



1 KMW AM-X-CD-16-65-00T-RET2 Andrew SBNH-1D6565C157.0 157.03 Ericsson RRUS-11

- - AT&T Mobility

Proposed Equipment



3 CCI TPA-65R-LCUUUU-H83 Ericsson RRUS 11 w/ RRUS A21 Raycap DC6-48-60-0-8F3 Ericsson RRUS 32 B2

157.0 157.0

3 Kathrein 782 10253

Sector Frames(2) 0.78" 8 AWG 6

(1) 0.39" Fiber Trunk(1) 2" Conduit

AT&T Mobility

1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL).

Install proposed coax stacked on top of existing AT&T Mobility coax.


Page 4


Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 60% PassDiagonals 64% Pass

Horizontals 62% PassAnchor Bolts 27% Pass

Leg Bolts 40% Pass

Foundations

Reaction Component Original Design Reactions Analysis Reactions % of Design

Uplift (Kips) 621.3 313.2 50%Axial (Kips) 732.9 425.7 58%Shear (Kips) 141.8 47.4 33%

The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required.

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection (ft) Twist (°)

Sway (Rotation) (°)

Kathrein Scala 782 10253Raycap DC6-48-60-0-8F

Ericsson RRUS 32 B2Ericsson RRUS 11 w/ RRUS A2

157.0

CCI TPA-65R-LCUUUU-H8

AT&T Mobility 0.208 0.018 0.199

*Deflection, Twist and Sway was evaluated considering a design wind speed of 50 mph (Fastest Mile) per ANSI/TIA/EIA-222-F.


Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to:

-- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.

-- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to A.T. Engineering Service, PLLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition.

Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Service, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply.

Job InformationTow er :

Code:Client :

Location : Waterford CT, CT

AT&T MobilityTIA/EIA-222-F411183

© 2007 - 2016 by ATC IP LLC. All rights reserv ed.

Shape : Triangle Base Width : 25.55 ft 8.50 ft Top Width :

Sections PropertiesSection Leg Mem bers Diagonal Mem bers Horizontal Mem bers

Loads: 95 mph no ice82 mph w / 1/2" radial ice50 mph no ice

1 - 2 PST 50 ksi 3" DIA PIPEPST 50 ksi 3-1/2" DIA PIPEPX 50 ksi 12" DIA PIPE3 - 4 PST 50 ksi 2-1/2" DIA PIPEPX 50 ksi 3" DIA PIPEPX 50 ksi 10" DIA PIPE

5 PX 50 ksi 2" DIA PIPEPX 50 ksi 3" DIA PIPEPX 50 ksi 8" DIA PIPE6 PST 50 ksi 2" DIA PIPEPST 50 ksi 2-1/2" DIA PIPEPX 50 ksi 6" DIA PIPE7 PST 50 ksi 1-1/2" DIA PIPEPST 50 ksi 2-1/2" DIA PIPEPX 50 ksi 5" DIA PIPE8 PST 50 ksi 2" DIA PIPEPST 50 ksi 2-1/2" DIA PIPEPST 50 ksi 4" DIA PIPE9 PST 50 ksi 1-1/2" DIA PIPEPST 50 ksi 2" DIA PIPEPST 50 ksi 3" DIA PIPE

Discrete Appurtenance

(ft) Type DescriptionQtyElev

177.00 Round Side Arm2Straight Arm177.00 15' Omni1Whip177.00 13' Omni1Whip177.00 8' Omni2Whip177.00 5' Omni2Whip177.00 Round Sector Frame1Mounting Frame177.00 10' Omni2Whip164.00 Andrew LNX-6515DS-VTM (50.3 lb3Panel164.00 Ericsson RRUS 11 B123Panel164.00 Round Sector Frame3Mounting Frame164.00 Ericsson AIR 216Panel164.00 RFS ATMAA1412D-1A203157.00 Ericsson RRUS-32 (77 lbs)3Panel157.00 Ericsson RRUS 11 w/ RRUS A23Panel157.00 Raycap DC6-48-60-0-8F1Panel157.00 CCI HPA-65R-BUU-H83Panel157.00 CCI TPA-65R-LCUUUU-H83Panel157.00 Ericsson RRUS 32 B23Panel157.00 Round Sector Frame3Mounting Frame157.00 Kathrein Scala 782 102533Panel157.00 Powerwave 7770.003Panel157.00 Ericsson RRUS-11 (50 lbs.)3Panel157.00 Raycap DC6-48-60-0-8F2Panel157.00 Powerwave Allgon LGP214016Panel157.00 Powerwave Allgon LGP135196Panel143.00 20' Omni1Whip143.00 Round Side Arm1Straight Arm132.00 VZW Unused Reserve: 18,557 sq1Panel132.00 Round Sector Frame3Mounting Frame132.00 Swedcom SLCP 2x60152Panel132.00 Amphenol Antel BXA-70063-6CF-E1Panel132.00 Amphenol Antel LPA-80063-4CF-E2Panel132.00 Swedcom SACP 2x55161Panel132.00 48" x 12" x 7" Panel6Panel132.00 Amphenol Antel BXA-171063-8CF-3Panel132.00 RRH3Panel132.00 Alcatel-Lucent RRH2x40-AWS3Panel132.00 Raycap RRFDC-1064-PF-483Panel125.00 Flat Light Sector Frame3Mounting Frame125.00 Kathrein 800 105046Panel125.00 MicroPulse GPS-QBW-26N1Panel51.00 Stand-Off1Straight Arm51.00 GPS1Whip

Linear AppurtenanceElev (ft)

From DescriptionTo Qty

0.000 180.00 Empty Waveguide130.000 177.00 Waveguide130.000 177.00 7/8" Coax7

Job InformationTow er :

Code:Client :

Location : Waterford CT, CT

AT&T MobilityTIA/EIA-222-F411183

© 2007 - 2016 by ATC IP LLC. All rights reserv ed.

Shape : Triangle Base Width : 25.55 ft 8.50 ft Top Width :

30.000 164.00 1 5/8" Hybriflex Cab130.000 164.00 1 5/8" Coax180.000 164.00 Waveguide130.000 157.00 Waveguide130.000 157.00 2" Conduit130.000 157.00 1 5/8" Coax1230.000 157.00 0.78" 8 AWG 6230.000 157.00 0.78" 8 AWG 6430.000 157.00 0.39" Fiber Trunk130.000 157.00 0.39" Fiber Trunk230.000 143.00 1 5/8" Coax130.000 132.00 1 5/8" Coax1830.000 132.00 1 1/4" Hybriflex Cab330.000 125.00 1 5/8" Coax630.000 51.000 1/2" Coax1

8/3/2016 12:09:07 PM

© 2007 - 2016 by ATC IP LLC. All rights reserv ed.Site Num ber: 411183

Site Nam e: Waterford CT, CT

Code: TIA/EIA-222-F

Custom er: AT&T Mobility

Engineering Num ber: OAA682429_C3_01

Analysis Parameters

New London County, CTLocation: Height: 180

Shape: Triangle

Base Elevation: 0.00 ft

Self SupportTow er Type:

25.55 ft Base Face Width:

Code: TIA/EIA-222-F

8.50 ft

Load Cases

Top Face Width:Tow er Manufacturer: Rohn

Ice & Wind ParametersExposure Category: C

Design Ice Thickness: 0.50 in

Design Windspeed Without Ice: 95 m ph

Design Windspeed With Ice: 82 m ph

Norm al No Ice 95 m ph Wind Norm al To Face w ith No Ice

60 deg No Ice 95 m ph Wind at 60 degree From Face w ith No Ice

90 deg No Ice 95 m ph Wind at 90 degree From Face w ith No Ice

Norm al Ice 82 m ph Wind Norm al To Face w ith Ice

60 deg Ice 82 m ph Wind at 60 degree From Face w ith Ice

90 deg Ice 82 m ph Wind at 90 degree From Face w ith Ice

Norm al Tw ist/Sw ay 50 m ph Wind Norm al To Face w ith No Ice

60 deg Tw ist/Sw ay 50 m ph Wind at 60 degree From Face w ith No Ice

90 deg Tw ist/Sw ay 50 m ph Wind at 90 degree From Face w ith No Ice

Page 1

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Code: TIA/EIA-222-F



Tower Loading

(ft)

Elevation(ft)

Description Weight(lb) (sf)

CaAa CaAa

Factor

Dist.

Face

(ft)

Angle

(deg)

VertEcc

Qty

Discrete Appurtenance Properties Norm al No Ice

TotalQz

(psf)Mom

(lb-ft)

From X

(lb)PuForce

(lb)

177.00 5' Om ni 2 10 1.0 1.00 0.0 0.00 4.0 336.9 37.57 84 20177.00 8' Om ni 2 25 2.4 1.00 0.0 0.00 5.0 1012.3 37.63 202 50177.00 10' Om ni 2 25 3.0 1.00 0.0 0.00 7.0 1777.1 37.75 254 50177.00 13' Om ni 1 40 3.9 1.00 0.0 0.00 -7.0 1129.3 36.91 161 40177.00 15' Om ni 1 40 4.5 1.00 0.0 0.00 10.0 1912.9 37.92 191 40177.00 Round Side Arm 2 150 5.2 0.67 0.0 0.00 0.0 0.0 37.33 292 300177.00 Round Sector Fram e 1 300 14.4 1.00 0.0 0.00 0.0 0.0 37.33 603 300164.00 RFS ATMAA1412D- 3 13 1.0 0.50 0.0 0.00 1.0 61.5 36.59 62 39164.00 Ericsson RRUS 11 B12 3 51 3.3 0.67 0.0 0.00 0.0 0.0 36.53 267 152164.00 Ericsson AIR 21 6 91 6.1 0.83 0.0 0.00 1.0 1235.8 36.59 1236 546164.00 Andrew LNX-6515DS- 3 50 11.4 0.84 0.0 0.00 0.0 0.0 36.53 1177 151164.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 36.53 1327 900157.00 Kathrein Scala 782 3 3 0.1 0.50 0.0 0.00 0.0 0.0 36.08 7 9157.00 Pow erw ave Allgon 6 5 0.3 0.50 0.0 0.00 0.0 0.0 36.08 41 32157.00 Pow erw ave Allgon 6 14 1.1 0.50 0.0 0.00 0.0 0.0 36.08 133 85157.00 Raycap DC6-48-60-0-8F 2 33 1.2 1.00 0.0 0.00 0.0 0.0 36.08 96 66157.00 Raycap DC6-48-60-0-8F 1 33 1.2 1.00 0.0 0.00 0.0 0.0 36.08 48 33157.00 Ericsson RRUS-11 (50 3 50 2.6 0.67 0.0 0.00 0.0 0.0 36.08 209 150157.00 Ericsson RRUS 32 B2 3 53 2.7 0.67 0.0 0.00 0.0 0.0 36.08 223 159157.00 Ericsson RRUS 11 w / 3 72 2.8 0.67 0.0 0.00 0.0 0.0 36.08 227 216157.00 Ericsson RRUS-32 (77 3 77 3.3 0.67 0.0 0.00 0.0 0.0 36.08 269 231157.00 Pow erw ave 7770.00 3 35 5.5 0.77 0.0 0.00 3.0 1552.4 36.27 517 105157.00 CCI HPA-65R-BUU-H8 3 68 13.0 0.79 0.0 0.00 3.0 3752.1 36.27 1251 204157.00 CCI TPA-65R-LCUUUU- 3 82 13.3 0.69 0.0 0.00 3.0 3357.9 36.27 1119 246157.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 36.08 1310 900143.00 Round Side Arm 1 150 5.2 1.00 0.0 0.00 0.0 0.0 35.13 205 150143.00 20' Om ni 1 55 6.0 1.00 0.0 0.00 13.0 3148.3 36.01 242 55132.00 Raycap RRFDC-1064- 3 14 1.2 0.50 0.0 0.00 2.0 134.5 34.48 67 42132.00 Alcatel-Lucent 3 44 2.2 0.67 0.0 0.00 0.0 0.0 34.33 167 132132.00 RRH 3 45 2.4 0.67 0.0 0.00 0.0 0.0 34.33 186 135132.00 Am phenol Antel BXA- 3 11 2.9 0.87 0.0 0.00 0.0 0.0 34.33 295 32132.00 48" x 12" x 7" Panel 6 35 5.1 0.79 0.0 0.00 0.0 0.0 34.33 925 210132.00 Sw edcom SACP 1 16 5.1 0.85 0.0 0.00 1.0 166.5 34.41 167 16132.00 Am phenol Antel LPA- 2 20 6.1 0.93 0.0 0.00 0.0 0.0 34.33 439 40132.00 Am phenol Antel BXA- 1 17 7.6 0.77 0.0 0.00 1.0 224.8 34.41 225 17132.00 Sw edcom SLCP 2 30 10.0 0.89 0.0 0.00 0.0 0.0 34.33 684 60132.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 34.33 1247 900132.00 VZW Unused 1 1807 129.0 1.00 0.0 0.00 0.0 0.0 34.33 4963 1807125.00 MicroPulse GPS-QBW- 1 1 0.1 1.00 0.0 0.00 0.0 0.0 33.80 3 1125.00 Kathrein 800 10504 6 18 3.3 0.78 0.0 0.00 0.0 0.0 33.80 594 106125.00 Flat Light Sector 3 400 17.9 0.75 0.0 0.00 0.0 0.0 33.80 1526 120051.00 GPS 1 10 1.0 1.00 0.0 0.00 0.0 0.0 26.16 29 1051.00 Stand-Off 1 40 1.6 1.00 0.0 0.00 0.0 0.0 26.16 48 40

Totals 113 9974 719.0

Page 2

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Code: TIA/EIA-222-F



Tower Loading

(ft)

Elevation(ft)


CaAa CaAa

Factor

Dist.

Face

(ft)

Angle

(deg)

VertEcc

Qty

Discrete Appurtenance Properties Norm al Ice

TotalQz

(psf)Mom

(lb-ft)

From X

(lb)PuForce

(lb)


Totals 113 10456 654.7

Page 3

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Code: TIA/EIA-222-F



Tower Loading

(ft)

Elevation(ft)


CaAa CaAa

Factor

Dist.

Face

(ft)

Angle

(deg)

VertEcc

Qty

Discrete Appurtenance Properties Norm al Tw ist/Sw ay

TotalQz

(psf)Mom

(lb-ft)

From X

(lb)PuForce

(lb)


Totals 113 9974 719.0

Page 4

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Code: TIA/EIA-222-F



Tower Loading

Qty(ft)(ft) In Wind

From

Description (lb/ft)

Weight

Elev Elev

To Pct

Linear Appurtenance Properties

Width

(in)

Spread On

Faces

Bundling

Arrangem ent

0.00 180.0 Empty Waveguide 1 2.00 6.00 3 Separate100.0030.00 177.0 7/8" Coax 7 1.09 0.33 1 Separate14.3030.00 177.0 Waveguide 1 2.00 6.00 1 Separate100.000.00 164.0 Waveguide 1 2.00 6.00 1 Separate100.0030.00 164.0 1 5/8" Coax 18 1.98 14.7 1 Flat66.6730.00 164.0 1 5/8" Hybriflex Cab 1 1.98 1.30 1 Separate100.0030.00 157.0 0.39" Fiber Trunk 2 0.39 0.06 2 Separate0.0030.00 157.0 0.39" Fiber Trunk 1 0.39 0.06 2 Separate0.0030.00 157.0 0.78" 8 AWG 6 4 0.78 1.18 2 Bundled50.0030.00 157.0 0.78" 8 AWG 6 2 0.78 1.18 2 Separate0.0030.00 157.0 1 5/8" Coax 12 1.98 9.84 2 Separate100.0030.00 157.0 2" Conduit 1 2.38 3.65 2 Separate100.0030.00 157.0 Waveguide 1 2.00 6.00 2 Separate100.0030.00 143.0 1 5/8" Coax 1 1.98 0.82 1 Separate100.0030.00 132.0 1 1/4" Hybriflex Cab 3 1.54 3.00 1 Separate0.0030.00 132.0 1 5/8" Coax 18 1.98 14.7 1 Separate50.0030.00 125.0 1 5/8" Coax 6 1.98 0.82 3 Separate33.3030.00 51.00 1/2" Coax 1 0.63 0.15 1 Separate100.00

Page 5

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Code: TIA/EIA-222-F



Section Forces1.12Gh :

Section(ft)Elev. qz

(sf)Af Ar

(sf) (sf)Ice Ar e Cf Df Dr Rr

(sf)Ae EPAa

(sf) (sf)EPAai Wt.

(lb) (lb)Ice Wt. Fst

(lb) (lb)Fa Force

(lb) FaceEff

LoadCase Normal No Ice 95 mph Wind Normal To Face with No Ice

Allow Stress Inc: 1.333

(psf)

9 170.0 36.91 0 297829.040.601.001.002.480.240.0028.3312.08 026430.000.00 2978 18 150.0 35.61 0 575876.320.701.001.001.890.510.0038.1449.57 099450.000.00 5758 17 130.0 34.18 0 666895.550.741.001.001.820.580.0062.2349.57 0142470.000.00 6668 16 110.0 32.59 0 7274108.160.731.001.001.840.550.0080.7449.57 0172770.000.00 7274 15 90.0 30.77 0 7278110.050.691.001.001.920.490.0087.5249.57 0187990.000.00 7278 14 70.0 28.64 0 7327115.030.671.001.001.980.440.0097.6649.57 0198040.000.00 7327 13 50.0 26.02 0 6956114.660.651.001.002.080.390.00100.4149.57 0200430.000.00 6956 12 30.0 23.10 0 510883.520.611.001.002.360.280.0093.7326.45 0141680.000.00 5108 11 10.0 23.10 0 336547.700.581.001.002.720.160.0076.033.33 075430.000.00 3365 1

124468 0 52712

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 60 deg No Ice 95 mph Wind at 60 degree From Face with No Ice


(psf)

9 170.0 36.91 0 273026.620.601.000.802.480.240.0028.3312.08 026430.000.00 2730 18 150.0 35.61 0 501066.410.701.000.801.890.510.0038.1449.57 099450.000.00 5010 17 130.0 34.18 0 597685.630.741.000.801.820.580.0062.2349.57 0142470.000.00 5976 16 110.0 32.59 0 660898.240.731.000.801.840.550.0080.7449.57 0172770.000.00 6608 15 90.0 30.77 0 6622100.140.691.000.801.920.490.0087.5249.57 0187990.000.00 6622 14 70.0 28.64 0 6696105.120.671.000.801.980.440.0097.6649.57 0198040.000.00 6696 13 50.0 26.02 0 6355104.750.651.000.802.080.390.00100.4149.57 0200430.000.00 6355 12 30.0 23.10 0 478478.230.611.000.802.360.280.0093.7326.45 0141680.000.00 4784 11 10.0 23.10 0 331847.030.581.000.802.720.160.0076.033.33 075430.000.00 3318 1

124468 0 48098

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 90 deg No Ice 95 mph Wind at 90 degree From Face with No Ice


(psf)

9 170.0 36.91 0 279227.230.601.000.852.480.240.0028.3312.08 026430.000.00 2792 18 150.0 35.61 0 519768.890.701.000.851.890.510.0038.1449.57 099450.000.00 5197 17 130.0 34.18 0 614988.110.741.000.851.820.580.0062.2349.57 0142470.000.00 6149 16 110.0 32.59 0 6774100.720.731.000.851.840.550.0080.7449.57 0172770.000.00 6774 15 90.0 30.77 0 6786102.610.691.000.851.920.490.0087.5249.57 0187990.000.00 6786 14 70.0 28.64 0 6854107.600.671.000.851.980.440.0097.6649.57 0198040.000.00 6854 13 50.0 26.02 0 6505107.220.651.000.852.080.390.00100.4149.57 0200430.000.00 6505 12 30.0 23.10 0 486579.550.611.000.852.360.280.0093.7326.45 0141680.000.00 4865 11 10.0 23.10 0 333047.200.581.000.852.720.160.0076.033.33 075430.000.00 3330 1

124468 0 49252

Page 6

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F




Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase Normal Ice 82 mph Wind Normal To Face with Ice


(psf)

9 170.0 27.68 0 269938.880.621.001.002.240.3214.6843.0112.08 90035430.000.00 2699 18 150.0 26.71 0 504093.960.771.001.001.790.6219.7157.8549.57 1869118140.000.00 5040 17 130.0 25.64 0 6543127.820.841.001.001.780.7330.5392.7649.57 2433166800.000.00 6543 16 110.0 24.44 0 7173147.340.831.001.001.780.7137.38118.1249.57 2967202440.000.00 7173 15 90.0 23.08 0 6695144.210.761.001.001.790.6236.39123.9149.57 3011218100.000.00 6695 14 70.0 21.48 0 6531147.550.731.001.001.840.5637.07134.7349.57 3196230000.000.00 6531 13 50.0 19.51 0 6101146.090.691.001.001.910.4938.70139.1149.57 3276233200.000.00 6101 12 30.0 17.33 0 4368102.210.631.001.002.200.3426.87120.6026.45 2577167450.000.00 4368 11 10.0 17.33 0 287856.520.591.001.002.620.1914.3090.333.33 168392250.000.00 2878 1

146381 21913 48028

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 60 deg Ice 82 mph Wind at 60 degree From Face with Ice


(psf)

9 170.0 27.68 0 253236.460.621.000.802.240.3214.6843.0112.08 90035430.000.00 2532 18 150.0 26.71 0 450884.050.771.000.801.790.6219.7157.8549.57 1869118140.000.00 4508 17 130.0 25.64 0 6036117.910.841.000.801.780.7330.5392.7649.57 2433166800.000.00 6036 16 110.0 24.44 0 6690137.420.831.000.801.780.7137.38118.1249.57 2967202440.000.00 6690 15 90.0 23.08 0 6235134.300.761.000.801.790.6236.39123.9149.57 3011218100.000.00 6235 14 70.0 21.48 0 6092137.640.731.000.801.840.5637.07134.7349.57 3196230000.000.00 6092 13 50.0 19.51 0 5687136.180.691.000.801.910.4938.70139.1149.57 3276233200.000.00 5687 12 30.0 17.33 0 414296.920.631.000.802.200.3426.87120.6026.45 2577167450.000.00 4142 11 10.0 17.33 0 284455.860.591.000.802.620.1914.3090.333.33 168392250.000.00 2844 1

146381 21913 44766

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 90 deg Ice 82 mph Wind at 90 degree From Face with Ice


(psf)

9 170.0 27.68 0 257437.060.621.000.852.240.3214.6843.0112.08 90035430.000.00 2574 18 150.0 26.71 0 464186.520.771.000.851.790.6219.7157.8549.57 1869118140.000.00 4641 17 130.0 25.64 0 6163120.390.841.000.851.780.7330.5392.7649.57 2433166800.000.00 6163 16 110.0 24.44 0 6811139.900.831.000.851.780.7137.38118.1249.57 2967202440.000.00 6811 15 90.0 23.08 0 6350136.780.761.000.851.790.6236.39123.9149.57 3011218100.000.00 6350 14 70.0 21.48 0 6202140.110.731.000.851.840.5637.07134.7349.57 3196230000.000.00 6202 13 50.0 19.51 0 5790138.660.691.000.851.910.4938.70139.1149.57 3276233200.000.00 5790 12 30.0 17.33 0 419898.240.631.000.852.200.3426.87120.6026.45 2577167450.000.00 4198 11 10.0 17.33 0 285356.020.591.000.852.620.1914.3090.333.33 168392250.000.00 2853 1

146381 21913 45582

Page 7

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F




Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase Normal 50 mph Wind Normal To Face with No Ice


(psf)

9 170.0 10.22 0 82529.040.601.001.002.480.240.0028.3312.08 026430.000.00 825 18 150.0 9.86 0 159576.320.701.001.001.890.510.0038.1449.57 099450.000.00 1595 17 130.0 9.47 0 184795.550.741.001.001.820.580.0062.2349.57 0142470.000.00 1847 16 110.0 9.03 0 2015108.160.731.001.001.840.550.0080.7449.57 0172770.000.00 2015 15 90.0 8.52 0 2016110.050.691.001.001.920.490.0087.5249.57 0187990.000.00 2016 14 70.0 7.93 0 2030115.030.671.001.001.980.440.0097.6649.57 0198040.000.00 2030 13 50.0 7.21 0 1927114.660.651.001.002.080.390.00100.4149.57 0200430.000.00 1927 12 30.0 6.40 0 141583.520.611.001.002.360.280.0093.7326.45 0141680.000.00 1415 11 10.0 6.40 0 93247.700.581.001.002.720.160.0076.033.33 075430.000.00 932 1

124468 0 14602

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 60 deg 50 mph Wind at 60 degree From Face with No Ice


(psf)

9 170.0 10.22 0 75626.620.601.000.802.480.240.0028.3312.08 026430.000.00 756 18 150.0 9.86 0 138866.410.701.000.801.890.510.0038.1449.57 099450.000.00 1388 17 130.0 9.47 0 165585.630.741.000.801.820.580.0062.2349.57 0142470.000.00 1655 16 110.0 9.03 0 183098.240.731.000.801.840.550.0080.7449.57 0172770.000.00 1830 15 90.0 8.52 0 1834100.140.691.000.801.920.490.0087.5249.57 0187990.000.00 1834 14 70.0 7.93 0 1855105.120.671.000.801.980.440.0097.6649.57 0198040.000.00 1855 13 50.0 7.21 0 1760104.750.651.000.802.080.390.00100.4149.57 0200430.000.00 1760 12 30.0 6.40 0 132578.230.611.000.802.360.280.0093.7326.45 0141680.000.00 1325 11 10.0 6.40 0 91947.030.581.000.802.720.160.0076.033.33 075430.000.00 919 1

124468 0 13324

Section(ft)Elev. qz

(sf)Af Ar


(sf)Ae EPAa

(sf) (sf)EPAai Wt.


(lb) (lb)Fa Force

(lb) FaceEff

LoadCase 90 deg 50 mph Wind at 90 degree From Face with No Ice


(psf)

9 170.0 10.22 0 77327.230.601.000.852.480.240.0028.3312.08 026430.000.00 773 18 150.0 9.86 0 144068.890.701.000.851.890.510.0038.1449.57 099450.000.00 1440 17 130.0 9.47 0 170388.110.741.000.851.820.580.0062.2349.57 0142470.000.00 1703 16 110.0 9.03 0 1877100.720.731.000.851.840.550.0080.7449.57 0172770.000.00 1877 15 90.0 8.52 0 1880102.610.691.000.851.920.490.0087.5249.57 0187990.000.00 1880 14 70.0 7.93 0 1899107.600.671.000.851.980.440.0097.6649.57 0198040.000.00 1899 13 50.0 7.21 0 1802107.220.651.000.852.080.390.00100.4149.57 0200430.000.00 1802 12 30.0 6.40 0 134879.550.611.000.852.360.280.0093.7326.45 0141680.000.00 1348 11 10.0 6.40 0 92247.200.581.000.852.720.160.0076.033.33 075430.000.00 922 1

124468 0 13643

Page 8

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F



Force/Stress Summary

Section: 1 1 Bot Elev (ft): 0.00 Height (ft): 20.000

Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X

Member XMember XLEG PX - 12" DIA PIPE -410.15 Norm al No Ice 10.02 100 100 100 27.8 36.6 701.85 0 0 0.00 0.00 58

37

5952.87

33.690.00

0.000

02

326.79

27.9912.6

10.0141.1

125.9100

100100

100100

10015.75

12.1790 deg No Ice

90 deg No Ice-16.07

-10.58PST - 3" DIA PIPE

PST - 3-1/2" DIA PIP

HORIZ

DIAG

Max Com pression Mem ber (kip)

Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa

Max Tension Mem berForce(kip) Load Case

Fy(ksi)

Cap(kip)

NumBolts Holes

Num ShearCap (kip) Cap (kip) %

UseControls

LEGHORIZ

PX - 12" DIA PIPE

DIAG PST - 3-1/2" DIA PIP

300.3912.60

15.27 90 deg No Ice

90 deg No Ice60 deg No Ice 50

50

50 107.17

89.18767.81 0 0 0.00 0.00 39 Member

Bolt Bear46

Bolt Bear3346.26

27.37

0.00

0.000

03

2PST - 3" DIA PIPE

Bear

Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case

Top TensionTop Com pression

Bot Com pressionBot Tension

Use

389.54 Norm al No Ice 0.00 0283.25 60 deg No Ice 0.00 0


24 1" A354-BC

NumCapacity


Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X

Bolt Bear Member XLEG PX - 12" DIA PIPE -372.71 Norm al No Ice 10.03 100 100 100 27.8 36.6 701.79 0 0 0.00 0.00 53

29

5252.87

33.690.00

0.000

02

328.43

35.0315.7

10.6137.0

112.6100

100100

100100

10015.29

10.8890 deg No Ice

90 deg No Ice-15.04



HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 12" DIA PIPE


270.5910.75

13.22 90 deg No Ice


50

50 107.17

89.18767.81 0 0 0.00 0.00 35 Member

Bolt Bear39

Bolt Bear2846.26

27.37

0.00

0.000

03

2PST - 3" DIA PIPE

Bear




Use



16 1 A325

NumCapacity

Page 9

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F





Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X


44

6470.18

31.660.00

0.000

02

326.59

23.0713.5

8.8150.4

121.3100

100100

100100

10014.28

9.57090 deg No Ice

90 deg No Ice-17.19

-10.31PST - 2-1/2" DIA PIP

PX - 3" DIA PIPE

HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 10" DIA PIPE

DIAG PX - 3" DIA PIPE

240.3611.43

14.79 90 deg No Ice


50

50 120.77

68.14643.84 0 0 0.00 0.00 37 Member

Bolt Bear44

Bolt Bear2461.41

25.72

0.00

0.000

03

2PST - 2-1/2" DIA PIP

Bear




Use



16 1 A325

NumCapacity


Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X


30

5570.18

31.660.00

0.000

02

330.12

30.6518.0

10.0141.3

105.1100

100100

100100

10013.42

8.29790 deg No Ice

90 deg No Ice-16.79

-9.41PST - 2-1/2" DIA PIP

PX - 3" DIA PIPE

HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 10" DIA PIPE


207.5010.34

14.57 90 deg No Ice


50

50 120.77

68.14643.84 0 0 0.00 0.00 32 Member

Bolt Bear40

Bolt Bear2361.41

25.72

0.00

0.000

03


Bear




Use



12 1 A325

NumCapacity

Page 10

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F





Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X


38

5170.18

34.000.00

0.000

02

334.20

24.2616.4

11.3132.6

110.2100

100100

100100

10012.59

7.03590 deg No Ice

90 deg No Ice-17.66

-9.22PX - 2" DIA PIPE

PX - 3" DIA PIPE

HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 8" DIA PIPE


170.949.89

16.31 90 deg No Ice


50

50 120.77

59.19511.87 0 0 0.00 0.00 33 Member

Bolt Bear35

Bolt Bear2661.41

27.62

0.00

0.000

03

2PX - 2" DIA PIPE

Bear




Use



12 1 A325

NumCapacity


Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X

Bolt Bear Member XLEG PX - 6" DIA PIPE -178.30 Norm al No Ice 6.68 100 100 100 36.5 35.1 294.62 0 0 0.00 0.00 60

46

6139.58

20.010.00

0.000

02

324.65

23.3621.8

14.5117.3

92.6100

100100

100100

1009.257

6.07290 deg No Ice

90 deg No Ice-15.14



HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 6" DIA PIPE


134.679.96

14.31 90 deg No Ice


50

50 68.14

42.79335.92 0 0 0.00 0.00 40 Member

Bolt Bear61

Bolt Bear4134.63

16.26

0.00

0.000

03

2PST - 2" DIA PIPE

Bear




Use



8 1 A325

NumCapacity

Page 11

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F





Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X


56

5539.58

18.850.00

0.000

02

328.79

16.4220.6

16.9108.5

96.9100

100100

100100

1008.566

5.03090 deg No Ice

90 deg No Ice-16.07

-9.22PST - 1-1/2" DIA PIP


HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PX - 5" DIA PIPE


81.069.62

15.05 90 deg No Ice


50

50 68.14

31.95244.34 0 0 0.00 0.00 33 Member

Bolt Bear62

Bolt Bear4334.63

15.31

0.00

0.000

03


Bear




Use



6 1 A325

NumCapacity


Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X

Bolt Bear Member XLEG PST - 4" DIA PIPE -51.46 Norm al No Ice 6.67 100 100 100 53.0 31.8 100.91 0 0 0.00 0.00 51

29

3639.58

20.010.00

0.000

02

332.98

30.9228.9

19.4100.8

65.9100

100100

100100

1007.955

4.32590 deg No Ice

90 deg No Ice-11.93



HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PST - 4" DIA PIPE


36.726.19

11.27 90 deg No Ice


50

50 68.14

42.79126.77 0 0 0.00 0.00 28 Member

Bolt Bear38

Bolt Bear3234.63

16.26

0.00

0.000

03

2PST - 2" DIA PIPE

Bear




Use



4 1 A325

NumCapacity

Page 12

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F





Mem berCap

(kip) Controls

Use

%(kip)

CapBearShear

Cap

(kip)Holes

Num

Bolts

Num

Member X

Bolt Bear Member XLEG PST - 3" DIA PIPE -7.98 Norm al No Ice 6.67 100 100 100 69.0 28.2 62.81 0 0 0.00 0.00 12

16

3530.02

18.850.00

0.000

02

314.57

19.7324.7

13.6120.9

82.4100

100100

100100

1007.930

4.280Norm al No Ice

Norm al No Ice-5.15

-3.07PST - 1-1/2" DIA PIP

PST - 2" DIA PIPE

HORIZ

DIAG


Force

Load Case (ft)

Len

Y

Bracing %

ZX KL/R (ksi)

Fa


Fy(ksi)

Cap(kip)

NumBolts Holes


UseControls

LEGHORIZ

PST - 3" DIA PIPE

DIAG PST - 2" DIA PIPE

3.892.71

4.98 Norm al No Ice


50

50 42.79

31.9589.18 0 0 0.00 0.00 4 Member

Bolt Bear17

Bolt Bear1826.27

15.31

0.00

0.000

03


Bear




Use

0.56 60 deg Ice 0.00 00.00 0.00 0


4 7/8 A325

NumCapacity

Page 13

8/3/2016 12:09:07 PM



Code: TIA/EIA-222-F



Support Forces Summary

Load Case Node (kip)FX FY

(kip) (kip)FZ

(-) = Uplift (+) = Dow n

60 deg Ice 1b -27.58 -243.25 -15.91 1a -19.97 199.71 6.24 1 -4.59 200.38 -20.43

60 deg No Ice 1b -32.87 -313.21 -18.96 1a -23.63 223.23 7.52 1 -5.32 224.43 -24.25

60 deg 1b -6.81 -54.26 -3.93 1a -8.81 94.18 3.37 1 -1.49 94.52 -9.32

90 deg Ice 1b -25.25 -206.80 -11.36 1a -30.32 311.35 14.44 1 -5.45 52.28 -3.07

90 deg No Ice 1b -30.15 -269.59 -13.64 1a -36.04 359.22 17.24 1 -6.35 44.82 -3.61

90 deg 1b -6.06 -42.19 -2.47 1a -12.26 131.81 6.07 1 -1.76 44.81 -3.60

Norm al Ice 1b -10.77 -103.51 -11.95 1a 10.77 -103.51 -11.95 1 0.00 363.86 -39.57

Norm al No Ice 1b -13.06 -145.64 -14.30 1a 13.06 -145.64 -14.30 1 0.00 425.71 -47.40

Norm al 1b -1.36 -7.89 -2.63 1a 1.36 -7.89 -2.63 1 0.00 150.21 -15.77

Max Uplift:

Max Dow n:

Max Shear:

313.21 (kip)

425.71 (kip)

47.40 (kip)

Mom ent:

Total Dow n:

Total Shear:

(ft-kip)

(kip)

(kip)

8,428.10

76.00

134.44

Norm al No Ice

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Code: TIA/EIA-222-F



Deflections and Rotations

Load Case (ft)Elevation

(ft)Deflection Sw ay

(deg)(deg)Tw ist

0.038950 m ph Wind at 60 degree From Face w ith No Ice 50.00 0.0192 0.0022

0.1193 126.67 0.1179 0.0089

0.1237 133.33 0.1322 0.0111

0.1236 140.00 0.1465 0.0127

0.1323 160.00 0.1950 0.0179

0.1445 166.67 0.2121 0.0196

0.1274 180.00 0.2458 0.0217


0.1204 126.67 0.1193 0.0072

0.1249 133.33 0.1338 0.0081

0.1211 140.00 0.1482 0.0087

0.1064 160.00 0.1970 0.0101

0.1428 166.67 0.2141 0.0106

0.0784 180.00 0.2477 0.0111

0.041550 m ph Wind Norm al To Face w ith No Ice 50.00 0.0205 0.0013

0.1272 126.67 0.1251 0.0022

0.1311 133.33 0.1403 0.0042

0.1391 140.00 0.1557 0.0058

0.1995 160.00 0.2076 0.0084

0.1614 166.67 0.2261 0.0093

0.2240 180.00 0.2625 0.0104

0.116082 m ph Wind at 60 degree From Face w ith Ice 50.00 0.0598 0.0073

0.3416 126.67 0.3472 0.0238

0.3522 133.33 0.3877 0.0258

0.3645 140.00 0.4294 0.0276

0.3945 160.00 0.5695 0.0486

0.4109 166.67 0.6191 0.0594

0.3705 180.00 0.7172 0.0730

0.117682 m ph Wind at 90 degree From Face w ith Ice 50.00 0.0603 0.0041

0.3451 126.67 0.3510 0.0128

0.3537 133.33 0.3919 0.0136

0.3674 140.00 0.4338 0.0139

0.3531 160.00 0.5747 0.0177

0.3947 166.67 0.6243 0.0192

0.2159 180.00 0.7226 0.0212

0.122682 m ph Wind Norm al To Face w ith Ice 50.00 0.0622 0.0057

0.3587 126.67 0.3653 0.0084

0.3761 133.33 0.4081 0.0066

0.3815 140.00 0.4520 0.0052

0.5250 160.00 0.6003 0.0014

0.4846 166.67 0.6532 0.0044

0.6601 180.00 0.7580 0.0081


0.4317 126.67 0.4260 0.0475

0.4458 133.33 0.4776 0.0594

0.4459 140.00 0.5295 0.0688

0.4789 160.00 0.7050 0.1139

0.5228 166.67 0.7668 0.1286

0.4612 180.00 0.8886 0.1468


0.4352 126.67 0.4314 0.0261

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Code: TIA/EIA-222-F



0.4504 133.33 0.4836 0.0297

0.4370 140.00 0.5358 0.0317

0.3849 160.00 0.7120 0.0373

0.5163 166.67 0.7738 0.0391

0.2838 180.00 0.8957 0.0413

0.149695 m ph Wind Norm al To Face w ith No Ice 50.00 0.0738 0.0045

0.4597 126.67 0.4524 0.0080

0.4733 133.33 0.5071 0.0153

0.5035 140.00 0.5626 0.0208

0.7209 160.00 0.7507 0.0306

0.5835 166.67 0.8174 0.0340

0.8093 180.00 0.9489 0.0380

Page 16

EBI Consulting environmental | engineering | due diligence

21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311

RADIO FREQUENCY EMISSIONS ANALYSIS REPORT EVALUATION OF HUMAN EXPOSURE POTENTIAL

TO NON-IONIZING EMISSIONS

AT&T Existing Facility

Site ID: CT5221

Waterford East 53 Dayton Road

Waterford, CT 06385

August 5, 2016

EBI Project Number: 6216003518

Site Compliance Summary

Compliance Status: COMPLIANT

Site total MPE% of FCC general public

allowable limit: 8.15 %



August 5, 2016

AT&T Mobility – New England Attn: Cameron Syme, RF Manager 550 Cochituate Road Suite 550 – 13&14 Framingham, MA 06040

Emissions Analysis for Site: CT5221 – Waterford East

EBI Consulting was directed to analyze the proposed AT&T facility located at 53 Dayton Road, Waterford, CT, for the purpose of determining whether the emissions from the Proposed AT&T Antenna Installation located on this property are within specified federal limits.

All information used in this report was analyzed as a percentage of current Maximum Permissible Exposure (% MPE) as listed in the FCC OET Bulletin 65 Edition 97-01and ANSI/IEEE Std C95.1. The FCC regulates Maximum Permissible Exposure in units of microwatts per square centimeter (µW/cm2). The number of µW/cm2 calculated at each sample point is called the power density. The exposure limit for power density varies depending upon the frequencies being utilized. Wireless Carriers and Paging Services use different frequency bands each with different exposure limits, therefore it is necessary to report results and limits in terms of percent MPE rather than power density.

All results were compared to the FCC (Federal Communications Commission) radio frequency exposure rules, 47 CFR 1.1307(b)(1) – (b)(3), to determine compliance with the Maximum Permissible Exposure (MPE) limits for General Population/Uncontrolled environments as defined below.

General population/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area.

Public exposure to radio frequencies is regulated and enforced in units of microwatts per square centimeter (μW/cm2). The general population exposure limits for the 700 and 850 MHz Bands are approximately 467 μW/cm2 and 567 μW/cm2 respectively. The general population exposure limit for the 1900 MHz (PCS), 2100 MHz (AWS) and 2300 MHz (WCS) bands is 1000 μW/cm2. Because each carrier will be using different frequency bands, and each frequency band has different exposure limits, it is necessary to report percent of MPE rather than power density.



Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means.

Additional details can be found in FCC OET 65.

CALCULATIONS

Calculations were done for the proposed AT&T Wireless antenna facility located at 53 Dayton Road, Waterford, CT, using the equipment information listed below. All calculations were performed per the specifications under FCC OET 65. Since AT&T is proposing highly focused directional panel antennas, which project most of the emitted energy out toward the horizon, all calculations were performed assuming a lobe representing the maximum gain of the antenna per the antenna manufactures supplied specifications, minus 10 dB, was focused at the base of the tower. For this report the sample point is the top of a 6-foot person standing at the base of the tower.

For all calculations, all equipment was calculated using the following assumptions:

1) 2 UMTS channels (850 MHz) were considered for each sector of the proposed installation.

These Channels have a transmit power of 30 Watts per Channel. 2) 2 UMTS channels (1900 MHz (PCS)) were considered for each sector of the proposed

installation. These Channels have a transmit power of 30 Watts per Channel. 3) 2 GSM channels (850 MHz) were considered for each sector of the proposed installation.

These Channels have a transmit power of 30 Watts per Channel. 4) 2 LTE channels (2300 MHz (WCS)) were considered for each sector of the proposed

installation. These Channels have a transmit power of 60 Watts per Channel. 5) 2 LTE channels (700 MHz) were considered for each sector of the proposed installation.

These Channels have a transmit power of 60 Watts per Channel. 6) 2 LTE channels (1900 MHz (PCS)) were considered for each sector of the proposed

installation. These Channels have a transmit power of 60 Watts per Channel.



7) 2 LTE channels (2100 MHz (AWS)) were considered for each sector of the proposed installation. These Channels have a transmit power of 60 Watts per Channel.

8) All radios at the proposed installation were considered to be running at full power and were

uncombined in their RF transmissions paths per carrier prescribed configuration. Per FCC OET Bulletin No. 65 - Edition 97-01 recommendations to achieve the maximum anticipated value at each sample point, all power levels emitting from the proposed antenna installation are increased by a factor of 2.56 to account for possible in-phase reflections from the surrounding environment. This is rarely the case, and if so, is never continuous.

9) For the following calculations the sample point was the top of a 6-foot person standing at the

base of the tower. The maximum gain of the antenna per the antenna manufactures supplied specifications minus 10 dB was used in this direction. This value is a very conservative estimate as gain reductions for these particular antennas are typically much higher in this direction.

10) The antennas used in this modeling are the Powerwave 7770, CCI HPA-65R-BUU-H8 and the CCI TPA-65R-LCUUUU-H8 for transmission in the 700 MHz, 850 MHz, 1900 MHz (PCS), 2100 MHz (AWS) and 2300 MHz (WCS) frequency bands. This is based on feedback from the carrier with regards to anticipated antenna selection. Maximum gain values for all antennas are listed in the Inventory and Power Data table below. The maximum gain of the antenna per the antenna manufactures supplied specifications, minus 10 dB, was used for all calculations. This value is a very conservative estimate as gain reductions for these particular antennas are typically much higher in this direction.

11) The antenna mounting height centerlines of the proposed antennas are 154 feet above ground

level (AGL) for Sector A, 154 feet above ground level (AGL) for Sector B and 154 feet above ground level (AGL) for Sector C.

12) Emissions values for additional carriers were taken from the Connecticut Siting Council

active database. Values in this database are provided by the individual carriers themselves.

All calculations were done with respect to uncontrolled / general public threshold limits.



AT&T Site Inventory and Power Data by Antenna Sector: A Sector: B Sector: C

Antenna #: 1 Antenna #: 1 Antenna #: 1 Make / Model: Powerwave 7770 Make / Model: Powerwave 7770 Make / Model: Powerwave 7770

Gain: 11.4 / 13.4 dBd Gain: 11.4 / 13.4 dBd Gain: 11.4 / 13.4 dBd Height (AGL): 154 feet Height (AGL): 154 feet Height (AGL): 154 feet

Frequency Bands 850 MHz / 1900 MHz (PCS) Frequency Bands 850 MHz /

1900 MHz (PCS) Frequency Bands 850 MHz /

1900 MHz (PCS) Channel Count 4 Channel Count 4 Channel Count 4

Total TX Power(W): 120 Watts



ERP (W): 2,140.89 ERP (W): 2,140.89 ERP (W): 2,140.89 Antenna A1 MPE% 0.46 % Antenna B1 MPE% 0.46 % Antenna C1 MPE% 0.46 %

Antenna #: 2 Antenna #: 2 Antenna #: 2

Make / Model: CCI HPA-65R-BUU-H8 Make / Model: CCI HPA-65R-

BUU-H8 Make / Model: CCI HPA-65R-

BUU-H8 Gain: 14.05 / 15.55 dBd Gain: 14.05 / 15.55 dBd Gain: 14.05 / 15.55 dBd

Height (AGL): 154 feet Height (AGL): 154 feet Height (AGL): 154 feet

Frequency Bands 850 MHz / 2300 MHz (WCS) Frequency Bands 850 MHz /

2300 MHz (WCS) Frequency Bands 850 MHz /

2300 MHz (WCS) Channel Count 4 Channel Count 4 Channel Count 4





Antenna #: 3 Antenna #: 3 Antenna #: 3

Make / Model: CCI TPA-65R-LCUUUU-H8 Make / Model: CCI TPA-65R-LCUUUU-H8 Make / Model:

CCI TPA-65R-LCUUUU-H8

Gain: 12.95 / 13.75 / 14.25 dBd Gain: 12.95 / 13.75 / 14.25

dBd Gain: 12.95 / 13.75 / 14.25

dBd Height (AGL): 154 feet Height (AGL): 154 feet Height (AGL): 154 feet

Frequency Bands 700 MHz /

1900 MHz (PCS) / 2100 MHz (AWS)


1900 MHz (PCS) / 2100 MHz (AWS)


1900 MHz (PCS) / 2100 MHz (AWS)

Channel Count 6 Channel Count 6 Channel Count 6 Total TX

Power(W): 360 Watts Total TX

Power(W): 360 Watts Total TX

Power(W): 360 Watts


Site Composite MPE% Carrier MPE%

AT&T – Max per sector 3.43 % T-Mobile 1.61 %

Verizon Wireless 2.34 % MetroPCS 0.55 %

Public Safety 0.22 % Site Total MPE %: 8.15 %

AT&T Sector A Total: 3.43 % AT&T Sector B Total: 3.43 % AT&T Sector C Total: 3.43 %

Site Total: 8.15 %

AT&T _ Max Values Per Sector # Channels Watts ERP

(Per Channel) Height (feet)

Total Power Density

(µW/cm2) Frequency (MHz)

Allowable MPE

(µW/cm2)

Calculated % MPE

AT&T 850 MHz UMTS 2 414.12 154 1.36 850 MHz 567 0.24% AT&T 1900 MHz (PCS) UMTS 2 656.33 154 2.15 1900 MHz (PCS) 1000 0.22%

AT&T 850 MHz GSM 2 762.29 154 2.50 850 MHz 567 0.44% AT&T 2300 MHz (WCS) LTE 2 2,153.53 154 7.07 2300 MHz (WCS) 1000 0.71%

AT&T 700 MHz LTE 2 1,183.45 154 3.88 700 MHz 467 0.83% AT&T 1900 MHz (PCS) LTE 2 1,422.82 154 4.67 1900 MHz (PCS) 1000 0.47% AT&T 2100 MHz (AWS) LTE 2 1,596.44 154 5.24 2100 MHz (AWS) 1000 0.52%

Total: 3.43%



Summary

All calculations performed for this analysis yielded results that were within the allowable limits for general public exposure to RF Emissions.

The anticipated maximum composite contributions from the AT&T facility as well as the site composite emissions value with regards to compliance with FCC’s allowable limits for general public exposure to RF Emissions are shown here:

AT&T Sector Power Density Value (%) Sector A: 3.43 % Sector B: 3.43 % Sector C: 3.43 %

AT&T Maximum Total (per sector): 3.43 %

Site Total: 8.15 %

Site Compliance Status: COMPLIANT

The anticipated composite MPE value for this site assuming all carriers present is 8.15 % of the allowable FCC established general public limit sampled at the ground level. This is based upon values listed in the Connecticut Siting Council database for existing carrier emissions.

FCC guidelines state that if a site is found to be out of compliance (over allowable thresholds), that carriers over a 5% contribution to the composite value will require measures to bring the site into compliance. For this facility, the composite values calculated were well within the allowable 100% threshold standard per the federal government.