September 1, 2016 Melanie A. Bachman Executive Director ......1 Antel BXA-70063-6CF-EDIN-2 133.0 1...
Transcript of September 1, 2016 Melanie A. Bachman Executive Director ......1 Antel BXA-70063-6CF-EDIN-2 133.0 1...
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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.
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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
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
VICINITY MAP
at&tMOBILITY
FA CODE: 10071307SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
PROJECT TEAM
DRAWING INDEX REV.
APPROVALS
GENERAL NOTES
CLIENT REPRESENTATIVE
SITE ACQUISITION:
RF ENGINEER:
CONSTRUCTION MANAGEMENT:
PROJECT INFORMATION
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
SITE LAYOUT
NORTH
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
EXISTING EQUIPMENT LAYOUT
NORTH
PROPOSED EQUIPMENT LAYOUT
NORTH
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
EXISTING ANTENNA LAYOUT
PROPOSED ANTENNA LAYOUTPROPOSED TOWER ELEVATION
NORTH
NORTH
EXISTING TOWER ELEVATION
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
AT&T
RRUS DETAIL ANTENNA AND RRU MOUNTING DETAIL
ANTENNA DETAILTPA-65R-LCUUUU-H8
BOTTOM
FRONT SIDE
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at&tMOBILITY
SITE NUMBER: CT5221
SITE NAME: WATERFORD EAST
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
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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
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Eng. Number OAA682429_C3_01August 3, 2016
A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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
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Eng. Number OAA682429_C3_01August 3, 2016
Page 1
A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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.
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Eng. Number OAA682429_C3_01August 3, 2016
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A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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
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Eng. Number OAA682429_C3_01August 3, 2016
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A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Equipment to be Removed
Elevation¹ (ft)Mount RAD
Qty Antenna Mount Type Lines Carrier
1 KMW AM-X-CD-16-65-00T-RET2 Andrew SBNH-1D6565C157.0 157.03 Ericsson RRUS-11
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Proposed Equipment
Elevation¹ (ft)Mount RAD
Qty Antenna Mount Type Lines Carrier
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.
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Eng. Number OAA682429_C3_01August 3, 2016
Page 4
A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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.
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A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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.
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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
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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
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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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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
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
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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
Tower Loading
(ft)
Elevation(ft)
Description Weight(lb) (sf)
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)
177.00 5' Om ni 2 13 1.3 1.00 0.0 0.00 4.0 315.8 28.18 79 25177.00 8' Om ni 2 31 3.0 1.00 0.0 0.00 5.0 949.0 28.22 190 63177.00 10' Om ni 2 31 3.8 1.00 0.0 0.00 7.0 1666.0 28.31 238 63177.00 13' Om ni 1 62 5.4 1.00 0.0 0.00 -7.0 1174.9 27.68 168 62177.00 15' Om ni 1 120 4.9 1.00 0.0 0.00 10.0 1562.1 28.44 156 120177.00 Round Side Arm 2 175 5.9 0.67 0.0 0.00 0.0 0.0 28.00 248 350177.00 Round Sector Fram e 1 415 19.2 1.00 0.0 0.00 0.0 0.0 28.00 603 415164.00 RFS ATMAA1412D- 3 16 1.5 0.50 0.0 0.00 1.0 67.4 27.44 67 49164.00 Ericsson RRUS 11 B12 3 0 0.0 0.67 0.0 0.00 0.0 0.0 27.40 0 0164.00 Ericsson AIR 21 6 114 8.2 0.83 0.0 0.00 1.0 1250.0 27.44 1250 683164.00 Andrew LNX-6515DS- 3 0 0.0 0.84 0.0 0.00 0.0 0.0 27.40 0 0164.00 Round Sector Fram e 3 415 19.2 0.75 0.0 0.00 0.0 0.0 27.40 1327 1245157.00 Kathrein Scala 782 3 4 0.2 0.50 0.0 0.00 0.0 0.0 27.06 9 12157.00 Pow erw ave Allgon 6 7 0.4 0.50 0.0 0.00 0.0 0.0 27.06 39 40157.00 Pow erw ave Allgon 6 18 1.6 0.50 0.0 0.00 0.0 0.0 27.06 146 106157.00 Raycap DC6-48-60-0-8F 2 41 1.7 1.00 0.0 0.00 0.0 0.0 27.06 103 82157.00 Raycap DC6-48-60-0-8F 1 41 1.7 1.00 0.0 0.00 0.0 0.0 27.06 52 41157.00 Ericsson RRUS-11 (50 3 62 3.7 0.67 0.0 0.00 0.0 0.0 27.06 228 186157.00 Ericsson RRUS 32 B2 3 0 0.0 0.67 0.0 0.00 0.0 0.0 27.06 0 0157.00 Ericsson RRUS 11 w / 3 0 0.0 0.67 0.0 0.00 0.0 0.0 27.06 0 0157.00 Ericsson RRUS-32 (77 3 105 4.3 0.67 0.0 0.00 0.0 0.0 27.06 262 315157.00 Pow erw ave 7770.00 3 68 6.5 0.77 0.0 0.00 3.0 1379.8 27.20 460 203157.00 CCI HPA-65R-BUU-H8 3 142 14.4 0.79 0.0 0.00 3.0 3110.9 27.20 1037 425157.00 CCI TPA-65R-LCUUUU- 3 0 0.0 0.69 0.0 0.00 3.0 0.0 27.20 0 0157.00 Round Sector Fram e 3 415 19.2 0.75 0.0 0.00 0.0 0.0 27.06 1310 1245143.00 Round Side Arm 1 175 5.9 1.00 0.0 0.00 0.0 0.0 26.34 174 175143.00 20' Om ni 1 0 0.0 1.00 0.0 0.00 13.0 0.0 27.01 0 0132.00 Raycap RRFDC-1064- 3 18 1.7 0.50 0.0 0.00 2.0 146.9 25.86 73 53132.00 Alcatel-Lucent 3 55 3.1 0.67 0.0 0.00 0.0 0.0 25.75 182 165132.00 RRH 3 56 3.5 0.67 0.0 0.00 0.0 0.0 25.75 203 169132.00 Am phenol Antel BXA- 3 13 3.7 0.87 0.0 0.00 0.0 0.0 25.75 277 39132.00 48" x 12" x 7" Panel 6 44 7.0 0.79 0.0 0.00 0.0 0.0 25.75 958 263132.00 Sw edcom SACP 1 20 6.6 0.85 0.0 0.00 1.0 162.3 25.80 162 20132.00 Am phenol Antel LPA- 2 25 8.8 0.93 0.0 0.00 0.0 0.0 25.75 470 50132.00 Am phenol Antel BXA- 1 21 9.7 0.77 0.0 0.00 1.0 215.1 25.80 215 21132.00 Sw edcom SLCP 2 38 13.1 0.89 0.0 0.00 0.0 0.0 25.75 673 75132.00 Round Sector Fram e 3 415 19.2 0.75 0.0 0.00 0.0 0.0 25.75 1247 1245132.00 VZW Unused 1 625 28.0 1.00 0.0 0.00 0.0 0.0 25.75 808 625125.00 MicroPulse GPS-QBW- 1 13 1.6 1.00 0.0 0.00 0.0 0.0 25.35 47 13125.00 Kathrein 800 10504 6 36 3.9 0.78 0.0 0.00 0.0 0.0 25.35 515 214125.00 Flat Light Sector 3 510 22.2 0.75 0.0 0.00 0.0 0.0 25.35 1419 153051.00 GPS 1 18 1.2 1.00 0.0 0.00 0.0 0.0 19.62 27 1851.00 Stand-Off 1 54 2.0 1.00 0.0 0.00 0.0 0.0 19.62 43 54
Totals 113 10456 654.7
Page 3
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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
Tower Loading
(ft)
Elevation(ft)
Description Weight(lb) (sf)
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)
177.00 5' Om ni 2 10 1.0 1.00 0.0 0.00 4.0 93.3 10.41 23 20177.00 8' Om ni 2 25 2.4 1.00 0.0 0.00 5.0 280.4 10.42 56 50177.00 10' Om ni 2 25 3.0 1.00 0.0 0.00 7.0 492.3 10.46 70 50177.00 13' Om ni 1 40 3.9 1.00 0.0 0.00 -7.0 312.8 10.22 45 40177.00 15' Om ni 1 40 4.5 1.00 0.0 0.00 10.0 529.9 10.51 53 40177.00 Round Side Arm 2 150 5.2 0.67 0.0 0.00 0.0 0.0 10.34 81 300177.00 Round Sector Fram e 1 300 14.4 1.00 0.0 0.00 0.0 0.0 10.34 167 300164.00 RFS ATMAA1412D- 3 13 1.0 0.50 0.0 0.00 1.0 17.0 10.14 17 39164.00 Ericsson RRUS 11 B12 3 51 3.3 0.67 0.0 0.00 0.0 0.0 10.12 74 152164.00 Ericsson AIR 21 6 91 6.1 0.83 0.0 0.00 1.0 342.3 10.14 342 546164.00 Andrew LNX-6515DS- 3 50 11.4 0.84 0.0 0.00 0.0 0.0 10.12 326 151164.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 10.12 367 900157.00 Kathrein Scala 782 3 3 0.1 0.50 0.0 0.00 0.0 0.0 9.99 2 9157.00 Pow erw ave Allgon 6 5 0.3 0.50 0.0 0.00 0.0 0.0 9.99 11 32157.00 Pow erw ave Allgon 6 14 1.1 0.50 0.0 0.00 0.0 0.0 9.99 37 85157.00 Raycap DC6-48-60-0-8F 2 33 1.2 1.00 0.0 0.00 0.0 0.0 9.99 27 66157.00 Raycap DC6-48-60-0-8F 1 33 1.2 1.00 0.0 0.00 0.0 0.0 9.99 13 33157.00 Ericsson RRUS-11 (50 3 50 2.6 0.67 0.0 0.00 0.0 0.0 9.99 58 150157.00 Ericsson RRUS 32 B2 3 53 2.7 0.67 0.0 0.00 0.0 0.0 9.99 62 159157.00 Ericsson RRUS 11 w / 3 72 2.8 0.67 0.0 0.00 0.0 0.0 9.99 63 216157.00 Ericsson RRUS-32 (77 3 77 3.3 0.67 0.0 0.00 0.0 0.0 9.99 75 231157.00 Pow erw ave 7770.00 3 35 5.5 0.77 0.0 0.00 3.0 430.0 10.05 143 105157.00 CCI HPA-65R-BUU-H8 3 68 13.0 0.79 0.0 0.00 3.0 1039.4 10.05 346 204157.00 CCI TPA-65R-LCUUUU- 3 82 13.3 0.69 0.0 0.00 3.0 930.2 10.05 310 246157.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 9.99 363 900143.00 Round Side Arm 1 150 5.2 1.00 0.0 0.00 0.0 0.0 9.73 57 150143.00 20' Om ni 1 55 6.0 1.00 0.0 0.00 13.0 872.1 9.98 67 55132.00 Raycap RRFDC-1064- 3 14 1.2 0.50 0.0 0.00 2.0 37.3 9.55 19 42132.00 Alcatel-Lucent 3 44 2.2 0.67 0.0 0.00 0.0 0.0 9.51 46 132132.00 RRH 3 45 2.4 0.67 0.0 0.00 0.0 0.0 9.51 51 135132.00 Am phenol Antel BXA- 3 11 2.9 0.87 0.0 0.00 0.0 0.0 9.51 82 32132.00 48" x 12" x 7" Panel 6 35 5.1 0.79 0.0 0.00 0.0 0.0 9.51 256 210132.00 Sw edcom SACP 1 16 5.1 0.85 0.0 0.00 1.0 46.1 9.53 46 16132.00 Am phenol Antel LPA- 2 20 6.1 0.93 0.0 0.00 0.0 0.0 9.51 122 40132.00 Am phenol Antel BXA- 1 17 7.6 0.77 0.0 0.00 1.0 62.3 9.53 62 17132.00 Sw edcom SLCP 2 30 10.0 0.89 0.0 0.00 0.0 0.0 9.51 189 60132.00 Round Sector Fram e 3 300 14.4 0.75 0.0 0.00 0.0 0.0 9.51 345 900132.00 VZW Unused 1 1807 129.0 1.00 0.0 0.00 0.0 0.0 9.51 1375 1807125.00 MicroPulse GPS-QBW- 1 1 0.1 1.00 0.0 0.00 0.0 0.0 9.36 1 1125.00 Kathrein 800 10504 6 18 3.3 0.78 0.0 0.00 0.0 0.0 9.36 165 106125.00 Flat Light Sector 3 400 17.9 0.75 0.0 0.00 0.0 0.0 9.36 423 120051.00 GPS 1 10 1.0 1.00 0.0 0.00 0.0 0.0 7.25 8 1051.00 Stand-Off 1 40 1.6 1.00 0.0 0.00 0.0 0.0 7.25 13 40
Totals 113 9974 719.0
Page 4
-
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
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
-
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
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) (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 60 deg No Ice 95 mph Wind at 60 degree From Face with No Ice
Allow Stress Inc: 1.333
(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) (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 90 deg No Ice 95 mph Wind at 90 degree From Face with No Ice
Allow Stress Inc: 1.333
(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
© 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
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 Ice 82 mph Wind Normal To Face with Ice
Allow Stress Inc: 1.333
(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) (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 60 deg Ice 82 mph Wind at 60 degree From Face with Ice
Allow Stress Inc: 1.333
(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) (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 90 deg Ice 82 mph Wind at 90 degree From Face with Ice
Allow Stress Inc: 1.333
(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
© 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
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 50 mph Wind Normal To Face with No Ice
Allow Stress Inc: 1.333
(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) (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 60 deg 50 mph Wind at 60 degree From Face with No Ice
Allow Stress Inc: 1.333
(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) (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 90 deg 50 mph Wind at 90 degree From Face with No Ice
Allow Stress Inc: 1.333
(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
© 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
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
427.46 Norm al No Ice 0.00 0315.58 60 deg No Ice 1177.95 27
24 1" A354-BC
NumCapacity
Section: 2 1 Bot Elev (ft): 20.00 Height (ft): 20.000
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
-9.81PST - 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
270.5910.75
13.22 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 35 Member
Bolt Bear39
Bolt Bear2846.26
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
351.61 Norm al No Ice 0.00 0255.63 60 deg No Ice 0.00 0
389.54 Norm al No Ice 0.00 0283.25 60 deg No Ice 737.10 38
16 1 A325
NumCapacity
Page 9
-
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
Force/Stress Summary
Section: 3 1 Bot Elev (ft): 40.00 Height (ft): 20.000
Mem berCap
(kip) Controls
Use
%(kip)
CapBearShear
Cap
(kip)Holes
Num
Bolts
Num
Member X
Member XMember XLEG PX - 10" DIA PIPE -329.41 Norm al No Ice 10.03 100 100 100 33.1 35.7 574.21 0 0 0.00 0.00 57
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
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 - 10" DIA PIPE
DIAG PX - 3" DIA PIPE
240.3611.43
14.79 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
303.70 Norm al No Ice 0.00 0222.98 60 deg No Ice 0.00 0
351.61 Norm al No Ice 0.00 0255.63 60 deg No Ice 737.10 35
16 1 A325
NumCapacity
Section: 4 1 Bot Elev (ft): 60.00 Height (ft): 20.000
Mem berCap
(kip) Controls
Use
%(kip)
CapBearShear
Cap
(kip)Holes
Num
Bolts
Num
Member X
Member XMember XLEG PX - 10" DIA PIPE -280.47 Norm al No Ice 10.03 100 100 100 33.2 35.7 574.19 0 0 0.00 0.00 48
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
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 - 10" DIA PIPE
DIAG PX - 3" DIA PIPE
207.5010.34
14.57 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
2PST - 2-1/2" DIA PIP
Bear
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
254.24 Norm al No Ice 0.00 0189.36 60 deg No Ice 0.00 0
303.70 Norm al No Ice 0.00 0222.98 60 deg No Ice 552.82 40
12 1 A325
NumCapacity
Page 10
-
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
Force/Stress Summary
Section: 5 1 Bot Elev (ft): 80.00 Height (ft): 20.000
Mem berCap
(kip) Controls
Use
%(kip)
CapBearShear
Cap
(kip)Holes
Num
Bolts
Num
Member X
Member XMember XLEG PX - 8" DIA PIPE -228.16 Norm al No Ice 10.03 100 100 100 41.8 34.1 436.47 0 0 0.00 0.00 52
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
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 - 8" DIA PIPE
DIAG PX - 3" DIA PIPE
170.949.89
16.31 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
198.65 Norm al No Ice 0.00 0149.11 60 deg No Ice 0.00 0
254.24 Norm al No Ice 0.00 0189.36 60 deg No Ice 552.82 34
12 1 A325
NumCapacity
Section: 6 1 Bot Elev (ft): 100.0 Height (ft): 20.000
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
-9.35PST - 2" DIA PIPE
PST - 2-1/2" 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 - 6" DIA PIPE
DIAG PST - 2-1/2" DIA PIP
134.679.96
14.31 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
133.41 Norm al No Ice 0.00 099.23 60 deg No Ice 0.00 0
198.65 Norm al No Ice 0.00 0149.11 60 deg No Ice 368.55 40
8 1 A325
NumCapacity
Page 11
-
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
Force/Stress Summary
Section: 7 1 Bot Elev (ft): 120.0 Height (ft): 20.000
Mem berCap
(kip) Controls
Use
%(kip)
CapBearShear
Cap
(kip)Holes
Num
Bolts
Num
Member X
Member XMember XLEG PX - 5" DIA PIPE -111.05 Norm al No Ice 6.68 100 100 100 43.6 33.8 206.25 0 0 0.00 0.00 53
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
PST - 2-1/2" 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 - 5" DIA PIPE
DIAG PST - 2-1/2" DIA PIP
81.069.62
15.05 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
2PST - 1-1/2" DIA PIP
Bear
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
70.49 Norm al No Ice 0.00 051.73 60 deg No Ice 0.00 0
133.41 Norm al No Ice 0.00 099.23 60 deg No Ice 276.41 36
6 1 A325
NumCapacity
Section: 8 1 Bot Elev (ft): 140.0 Height (ft): 20.000
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
-5.88PST - 2" DIA PIPE
PST - 2-1/2" 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
PST - 4" DIA PIPE
DIAG PST - 2-1/2" DIA PIP
36.726.19
11.27 90 deg No Ice
90 deg No Ice60 deg No Ice 50
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
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
17.97 Norm al No Ice 0.00 09.77 60 deg No Ice 0.00 0
70.49 Norm al No Ice 0.00 051.73 60 deg No Ice 184.27 28
4 1 A325
NumCapacity
Page 12
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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
Force/Stress Summary
Section: 9 1 Bot Elev (ft): 160.0 Height (ft): 20.000
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
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
PST - 3" DIA PIPE
DIAG PST - 2" DIA PIPE
3.892.71
4.98 Norm al No Ice
60 deg No Ice60 deg No Ice 50
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
2PST - 1-1/2" DIA PIP
Bear
Bolt TypeBolts%(kip)Max Splice ForcesForce(kip) Load Case
Top TensionTop Com pression
Bot Com pressionBot Tension
Use
0.56 60 deg Ice 0.00 00.00 0.00 0
17.97 Norm al No Ice 0.00 09.77 60 deg No Ice 141.08 7
4 7/8 A325
NumCapacity
Page 13
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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
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
Page 14
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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
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
0.039450 m ph Wind at 90 degree From Face w ith No Ice 50.00 0.0196 0.0017
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
0.140295 m ph Wind at 60 degree From Face w ith No Ice 50.00 0.0693 0.0098
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
0.142295 m ph Wind at 90 degree From Face w ith No Ice 50.00 0.0704 0.0062
0.4352 126.67 0.4314 0.0261
Page 15
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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
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
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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 %
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EBI Consulting environmental | engineering | due diligence
21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311
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.
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EBI Consulting environmental | engineering | due diligence
21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311
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.
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EBI Consulting environmental | engineering | due diligence
21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311
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.
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EBI Consulting environmental | engineering | due diligence
21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311
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
Total TX Power(W): 120 Watts
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
Total TX Power(W): 180 Watts
Total TX Power(W): 180 Watts
Total TX Power(W): 180 Watts
ERP (W): 5,831.65 ERP (W): 5,831.65 ERP (W): 5,831.65 Antenna A2 MPE% 1.15 % Antenna B2 MPE% 1.15 % Antenna C2 MPE% 1.15 %
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)
Frequency Bands 700 MHz /
1900 MHz (PCS) / 2100 MHz (AWS)
Frequency Bands 700 MHz /
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
ERP (W): 8,405.43 ERP (W): 8,405.43 ERP (W): 8,405.43 Antenna A3 MPE% 1.82 % Antenna B3 MPE% 1.82 % Antenna C3 MPE% 1.82 %
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%
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EBI Consulting environmental | engineering | due diligence
21 B Street . Burlington, MA 01803 . Tel: (781) 273.2500 . Fax: (781) 273.3311
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.