CSC Notice of Exempt Modification - CT.gov

September 8, 2020

Melanie A. Bachman

Executive Director

Connecticut Siting Council

10 Franklin Square

New Britain, CT 06051

Regarding: Notice of Exempt Modification – T-Mobile Site #: CT11020D_Anchor

Address: 185 (aka 181) Research Drive, Milford, CT

Dear Ms. Bachman:

T-Mobile currently maintains six (6) antennae at the 145-foot level of the existing +/- 183-foot

monopole tower at the above-referenced address, latitude 41.240400, longitude -73.011900. The tower is

operated by American Tower Corporation.

T-Mobile now intends to modify its existing telecommunications facility by adding six (6)

antennae, adding three (3) remote radio units (RRU) and adding two (2) hybrid cables as more

particularly detailed and described in the enclosed Construction Drawings prepared by A.T. Engineering

Service, PLLC, last revised September 2, 2020. The centerline height of the existing and proposed

antennas is and will remain at 145 feet.

Planned Modifications:

Add:

• (3) AIR 211.3, B2A, B4 Antennae

• (3) AIR6449 B41 Antennae

• (3) 4415 B25 RRU

• (2) 1-1/4” Hybrid Cables

Remove:

• (3) TMA

• (9) 1-5/8” Coax

Existing to Remain:

• (6) Antennae

• (3) RRU

• (3) TMA

• (6) 1-5/8” Coax

• (2) 1-1/4” Hybrid Cables

Please accept this letter 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 American Tower Corporation as tower operator and

owner, The Honorable Benjamin G. Blake, Mayor of the City of Milford as chief elected official and

David B. Sulkis, City Planner of the City of Milford.

The planned modifications to the facility fall squarely within those activities explicitly provided

for in R.C.S.A. § 16-50j-72(b)(2). Specifically:

1. The proposed modifications will not result in an increase in the height of the existing structure.

2. The proposed modifications will not require an extension of the site boundary.

3. The proposed modifications will not increase noise levels at the facility by six decibels or

more, or to levels that exceed state and local criteria.

4. The operation of the modified facility will not increase radio frequency emissions at the facility

to a level at or above the Federal Communications Commission safety standard. Please see the

RF emissions calculation for T-Mobile’s modified facility dated August 18, 2020 and prepared by

EBI Consulting enclosed herewith.

5. The proposed modifications will not cause an ineligible change or alteration in the physical or

environmental characteristics of the site.

6. The existing structure and its foundation can support the proposed loading. Please see the

structural analysis dated July 17, 2020 and prepared by American Tower Corporation enclosed

herewith.

For the foregoing reasons, T-Mobile respectfully submits that the proposed modifications to the

above referenced telecommunications facility constitute an exempt modification under R.C.S.A. § 16-50j-

72(b)(2).

Respectfully submitted,

Jennifer Iliades

Site Acquisition Consultant

Centerline Communications, LLC

750 West Center Street, Suite 301

West Bridgewater, MA 02379

[emailprotected]

Enclosures: Exhibit A – Original Facility Approval

Exhibit B – Property Card and GIS

Exhibit C – Construction Drawings

Exhibit D – Structural Analysis Report

Exhibit E – Mount Analysis

Exhibit F – Power Density/RF Emissions Report

cc: American Tower Corporation, as tower operator and property owner

The Honorable Benjamin G. Blake, Mayor of the City of Milford as chief elected official

David B. Sulkis, City Planner of the City of Milford

Exhibit A

Original Facility Approval

Exhibit B

Property Card

Kitchen Style

Land Use

Land Class

Mailing Address

Owner

Property Location

Zoning Code

Census Tract

Co-Owner

Neighborhood

Utilities

Acreage

Lot Setting/Desc

Photo

Building Style

Bedrooms

Half Bathrooms

Building Condition

Primary Construction Details

Property Information

Report Created On

Year Built

Roof Style

Roof Cover

Sketch

Exterior Walls

Interior Walls

Interior Floors 1

Heating Type

Heating Fuel

Map Block Lot

Building Use

Full Bathrooms

Bath Style

Stories

Property Listing Report

City of Milford, CT

Interior Floors 2

Extra Fixtures

Exterior Walls 2

Interior Walls 2

AC Type

Total Rooms

Occupancy

Building Grade

Building Desc.

Heat / AC

Frame Type

Baths / Plumbing

Ceiling / Wall

Rooms / Prtns

First Floor Use

Wall Height

(*Industrial / Commercial Details)

AccountBldg # PID

Sprinkler %

Fin Bsmt Area

Bsmt Gar

Fireplaces

Book / Page

Foundation

Fin Bsmt Quality

Fire District

Sec #

CELL TOWER MDL-00CELL TOWER MDL-00

181-1 RESEARCH DR #CELL181-1 RESEARCH DR #CELL

P O BOX 723597P O BOX 723597

ATLANTAATLANTA GAGA 3113931139

434V434V

C/O PROPERTY TAX DEPTC/O PROPERTY TAX DEPT

AMERICAN TOWERAMERICAN TOWER

UNKNOWNUNKNOWN UNKNOWNUNKNOWN

All Public,Public SewerAll Public,Public Sewer

091 80713A7 1091 80713A7 1

UNKNOWNUNKNOWN

NANA

9/8/2020

VacantVacant

NANA

CELL TOWERMDL-00CELL TOWERMDL-00

NANA

02304602304611 100283100283

NANA

03366/016303366/0163

NANA

Sales HistorySale Date Sale PriceBook/ Page

Valuation Summary

Land

Buildings

Outbuildings

Appraised Assessed

(Assessed value = 70% of Appraised Value)

Improvements

Extras

Total

Owner of Record

Report Created On

Item

Sub Areas

Subarea Type Gross Area (sq ft) Living Area (sq ft)

Total Area

Outbuilding and Extra Features

Type Description

Property Listing Report

City of Milford, CTMap Block Lot AccountBldg # PIDSec #

425000

587500

2010-06-29

1998-07-08

1992-12-31

0 0

461050 322730

0 0

461050 322730

9/8/2020

AMERICAN TOWER

DAMATO INVESTMENTS LLC

DAMATO JOHN C JR &

03366/0163

02289/0578

01942/0499

CEL TWR SITE

PATIO-GOOD

W/O TOP RL-6'

1 UNITS

943 S.F.

182 L.F.

0000

023046023046091 80713A7 1091 80713A7 1

11 10028310028311

QUIRK

ROAD

WOODMONT ROAD

RESE

ARCH

DRI

WOODMONT ROADWOODMONT ROAD

RESEARCH DRIVE

QUAR

RY RO

ANDERSON AVENUE

QUARRY ROAD

WOODMONT ROAD

I-95 NORTHBOUND

I-95 SOUTHBOUND

ANDERSON AVENUE

CHELSEA CIRCLE

QUIRK ROAD

RESEARCH DRIVE

HEENAN DRIVE

HUNT

ERS R

6-8

6--

6-3

6-1

15A

2L2P

6HI

6-6

12M

12N

6-10

2Y--

6-146-16

6-12

6-11

13A6

13A7

6-18

6-4

2UA

2UB

2AA

2T2A

2E2W

6-2--

13A45

4-07

185'

133.4'

27'80.2'

80.2'

157'

181.61'

67.96'

154.9'

102'

183'

122'

80'

36.84'

42.79' 36.14'

80.07'

180'

146'

120.32

152.62

159' 97'

62'

96'

67'

99.9'

87'

80'

102'12'

156'

170'

60'

45'

189'

28'

133.4'

24.76

' 20.07' 73.16'

57.47'

93.35'

10'

239.7

148.23'

135.70'

82.69

192.4'

100.95'

61'

89'

361.3'

75'

70'

93'

293.98'

137'

320.29

32.17'70.88'

111.65'

68.43'

104.36'

52.95'

52.36'

134.69'

132.53'

43.39'64.86'

184.59'

190.5'

349.1'

330.60'

202.4'

133.45'

43.01'

284.64'

220.1

8'70

.99'

68'

41.01'

44'

150'

116.83

398'

102'

388'

100'

108'

445.2'

261.1'

504.6

288.01'

267.61'

225'

190'

25'

80'

233'

232'

67.5'

42'

98'

938.6'

928'

170'

249'

318.1'

193.1'

691.1'

252'

777.3

926.54

300'

450.78'

337.09

238'

371.96'

220'

472.94'

433.33'

299.62'

447.6'

352.28'

461.6

281'

272'

165'

157'

167'

287'

356.19'

283.4

83.96'

87.07'

167.47'

159'

229.68'

203'

149.9'

166'

200.6'

227.42'

77.57'13.59

265.69'

411.27

243'

100'

163'

232'

526'

61.7'

197.70'

138'

245.53'

246.33'

292.13'

155.12'

364.73'

221.58'

352.59'

397.94'

499.24'

328.51'

369.90'

307.97'

162.26'

199.62'

300.9'

150'

141.41'

347.19'

114.71'

362.85'

265.69'

341.9

385'

20.5'

538.5

510.97'

216.9'

200' 202.7'134.9'

249.7'

118.5'20.5'

265.1'

646.6'

674.4'

173'

208.8'

121.68'

160.27'

290'

116.69'

295'326.2'

266.67'

123.97'

300.29'

154'

106.03'

333.95'

150.03'

615.65'

630.3'

286.26'

315.8'

563.17'

220'

438.06'

647.0

9' 646.2

294'

653'

650.2'

240.44'

99.79'

116.75'

385.19'

152.57'

409.8

20.8'

206.63'

18.72

18.38'

636.50' 40'

463'

200.3'

150'

102'

130'

69'

80'

20'

17' 45'

195'

56'

28'

42'

92'

173'

161'

59'23'

115'

429.33'

291.7'

81.02'

135'

123.1

131.18'360' 254'

224'102

' 75'

34.4'

112.6

163.4

179.3

80'

88'

84'

809

808

706

807

11.69 AC

6.88 AC

6.68 AC

5.51 AC

4.64 AC

3.77 AC

3.63 AC

3.54 AC

4.35 AC

3.01 AC

2.98 AC

3.01 AC

2.57 AC

2.1 AC

2.03 AC

2.12 AC

2.14 AC

1.17 AC

0.48 AC

1.82 AC

2.06 AC

1.72 AC

1.59 AC

1.48 AC

1.33 AC

0.9 AC

1.17 AC

1.09 AC

1.04 AC

1.07 AC

1.11 AC

1.18 AC

0.97 AC

0.91 AC

0.89 AC

0.86 AC

0.84 AC

0.69 AC

0.73 AC

0.5 AC

0.55 AC

0.49 AC

0.44 AC

0.42 AC

0.33 AC

0.39 AC

0.36 AC

0.35 AC

0.3 AC

0.35 AC

0.3 AC

0.29 AC

0.51 AC

0.31 AC

0.43 AC

0.29 AC

0.32 AC

0.29 AC

Milford Business Center

Quirk Road

Research Drive

City of Milford Assessor Map This map was produced from the City of Milford Geographic Information System. The City expressly disclaims any liability that may result from the use of this map. This map is not a survey and is subject to any changes an actual land survey discloses.Assessor information current to October 2012Wetlands Data Source: 1989 Milford Inland Wetland and Watercourses Map

10/22/20141 inch = 100 feetE0 100 200 30050

Feet

101102

90 9270

6810

Exhibit C

Construction Drawings

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

G-001

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

TITLE SHEET

0 FOR CONSTRUCTION NG 09/02/20

2 GROUND CHANGE NG 09/02/20

LOCATION MAPVICINITY MAP

Know what's below. Call before you dig.

COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION

UTILITY COMPANIES

SHEET INDEX

SHEET

NO:

DESCRIPTION: REV: DATE: BY:

G-001 TITLE SHEET 2 09/02/20 NG

G-002 GENERAL NOTES 0 08/13/20 NG

C-101 DETAILED SITE PLAN 2 09/02/20 NG

C-102 DETAILED GROUND PLAN 2 09/02/20 NG

C-201 TOWER ELEVATION 0 08/13/20 NG

C-401 ANTENNA INFORMATION & SCHEDULE 0 08/13/20 NG

C-501 CONSTRUCTION DETAILS 0 08/13/20 NG

E-501 GROUNDING DETAILS 0 08/13/20 NG

R-601 SUPPLEMENTAL

R-602 SUPPLEMENTAL

R-603 SUPPLEMENTAL

R-604 SUPPLEMENTAL

R-605 SUPPLEMENTAL

R-606 SUPPLEMENTAL

R-607 SUPPLEMENTAL

ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED

IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE

FOLLOWING CODES AS ADOPTED BY THE LOCAL

GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS

TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO

THESE CODES.

1. INTERNATIONAL BUILDING CODE (IBC)

2. NATIONAL ELECTRIC CODE (NEC)

3. LOCAL BUILDING CODE

4. CITY/COUNTY ORDINANCES

T-MOBILE ANCHOR ANTENNA AMENDMENT PLAN

67D5992DB_3XAIR+1OP CONFIGURATION

T Mobile ©

1. THE FACILITY IS UNMANNED.

2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE

A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.

3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND

DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.

4. NO SANITARY SEWER, POTABLE WATER OR TRASH

DISPOSAL IS REQUIRED.

5. HANDICAP ACCESS IS NOT REQUIRED.

PROJECT NOTES

THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED

AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:

TOWER WORK:

REMOVE (3) TTA(s), AND (12) 1-5/8" COAX CABLE(s)

INSTALL (6) ANTENNA(s), (3) RRH(s), AND (2) 1-1/4" HYBRID CABLE(s)

EXISTING (6) ANTENNA(s), (3) RRH(s), (3) TTA(s), (6) 1-5/8" COAX

CABLES, (2) 1-1/4" TO REMAIN

GROUND WORK:

INSTALL (1) 6160 CABINET, (1) B160 BATTERY CABINET, (1) XTE401

2416 CABINET, (4) BB6630, AND (1) IXRE ROUTER

EXISTING (1) 6102 CABINET TO REMAIN

PROJECT LOCATION DIRECTIONS

ATC SITE NAME: MILFORD CT 2

ATC SITE NUMBER: 302535

T-MOBILE SITE NAME: MILFORD/ I-95/ X40/ QUA_1

T-MOBILE SITE NUMBER:CT11020D

SITE ADDRESS: 185 RESEARCH DRIVE

MILFORD, CT 06460

SITE LOCATION

APPLICANT:

T-MOBILE NORTHEAST LLC

12050 BALTIMORE AVENUE

BELTSVILLE, MD 20705

TOWER OWNER:

AMERICAN TOWER

10 PRESIDENTIAL WAY

WOBURN, MA 01801

ENGINEER:

ATC TOWER SERVICES, LLC

3500 REGENCY PKWY STE 100

CARY, NC 27518

POWER COMPANY: C. L. & P.

PHONE: (800) 286-2000

TELEPHONE COMPANY: FRONTIER COMMUNICATIONS

PHONE: (800) 921-8102

SITE ADDRESS:

185 RESEARCH DRIVE

MILFORD, CT 06460

COUNTY: NEW HAVEN

GEOGRAPHIC COORDINATES:

LATITUDE: 41.24041944

LONGITUDE: -73.0119

GROUND ELEVATION: 94' AMSL

FROM NEW HAVEN - TRAVEL ON I 95 SOUTH TO EXIT 40. TAKE

LEFT AT OFF RAMP AND PROCEED TO FIRST SET OF LIGHTS

AND TURN LEFT ON RESEARCH DRIVE. FOLLOW TO # 185

PROPERTY OWNER:

DAMATO INVESTMENTS LLC

205 RESEARCH DRIVE #215

MILFORD CT, 06460

PROJECT TEAM

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

G-002

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

GENERAL NOTES

0 FOR CONSTRUCTION NG 09/02/20

GENERAL CONSTRUCTION NOTES:

1. OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE

CONTRACTOR WILL INSTALL

A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND

BUILD/CO-LOCATE ONLY)

B. AC/TELCO INTERFACE BOX (PPC)

C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC

TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)

D. TOWERS, MONOPOLES

E. TOWER LIGHTING

F. GENERATORS & LIQUID PROPANE TANK

G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING

H. ANTENNAS (INSTALLED BY OTHERS)

I. TRANSMISSION LINE

J. TRANSMISSION LINE JUMPERS

K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS

L. TRANSMISSION LINE GROUND KITS

M. HANGERS

N. HOISTING GRIPS

O. BTS EQUIPMENT

2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE

COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH

MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM,

ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,

COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND

DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,

CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND

RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,

MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND

ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO

THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR

PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED

PERMITS.

3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL

CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION

SPECIFICATIONS.

4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND

UTILITIES PRIOR TO START OF CONSTRUCTION.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED

INSPECTIONS.

6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND

SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL

DISCREPANCIES REPORTED TO THE ENGINEER.

7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.

8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS

OTHERWISE NOTED.

9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION

SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED

FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,

ANCHOR BOLTS, ETC.

11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS

DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.

12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR

NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE

REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL

REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.

13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS

WORK WITH THE WORK OF OTHERS.

14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS

PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION

OF THE T-MOBILE CONSTRUCTION MANAGER.

15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING

INSTALLATION USING A SILICONE SEALANT.

16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,

CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD

IMMEDIATELY.

17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE

AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.

18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF

EACH DAY.

19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER

CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF

OTHER OCCUPANTS OF THE FACILITY.

20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)

WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.

21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP

TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED

SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL

ALL ITEMS PROVIDED.

22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP

TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED

PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE

CONTRACTOR.

23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE

SPECIFICATIONS AND REQUIREMENTS.

24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION.

25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S

SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS

SHOWN IN THESE PLANS.

26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR

COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.

27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OF

POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR

SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND

APPROVAL.

28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH

ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL

NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES

SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,

TRENCH BOXES/SLOPING, BARRIERS, ETC.

29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND

SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY

DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS

REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS

CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS

WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS

EXPENSE TO THE OWNER'S SATISFACTION.

30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER

BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP

SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BY

THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE

REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS

OBTAINED.

31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF

MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR

MANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS

AS SPECIFIED.

32. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE,

NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED

AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE

THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.

33. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY

EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH

THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE

EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO

T-MOBILE OR THEIR ARCHITECT/ENGINEER.

SPECIAL CONSTRUCTION

ANTENNA INSTALLATION NOTES:

1. WORK INCLUDED:

A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A

SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA

INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS.

ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF

PERSONNEL AND

B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T-MOBILE SPECIFICATIONS.

C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS

D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND

PROVIDE PRINTOUT OF THAT TEST.

E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING

ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY

DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER.

SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING

RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED

10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE

AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.

F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND

EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL

CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S

REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF

ENTRY PORT LOCATION UNLESS OTHERWISE STATED.

G. ANTENNA AND COAXIAL CABLE GROUNDING:

2. ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE

WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR

EQUAL.

3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF

COAXIAL CABLE (NOT WITHIN BENDS)

ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESECONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATCENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN.

FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING ORANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR

APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR.

T Mobile ©

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0D2908-SM4X15STUD

M6X200C8112A-S

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SHEET NUMBER: REVISION:

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MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

C-101

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

DETAILED SITE PLAN

0 FOR CONSTRUCTION NG 09/02/20

2 GROUND CHANGE NG 09/02/20

0 10' 20'

SCALE: 1"=10' (11X17)

1"=5' (22X34)

DETAILED SITE PLAN

SITE PLAN NOTES:

1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE

PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT.

2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL

PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW

PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF

CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE

PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT.

LEGEND

AUTOMATIC TRANSFER SWITCHATS

DISCONNECTD

ELECTRICALE

FIBERF

BOLLARDB

GENERATOR RECEPTACALG

HAND HOLE, VAULTHH, V

ICE BRIDGEIB

KENTROX BOXK

GENERATORGEN

METERM

LIGHTING CONTROLLC

PULL BOXPB

POWER POLEPP

TELCOT

TRANSFORMERTRN

CHAINLINK FENCE

GROUNDING TEST WELL

CELL SITE CABINETCSC

PROPOSED CABLE LENGTH:

1. ESTIMATED LENGTH OF PROPOSED CABLE IS 190'.

ESTIMATED LENGTH OF CABLE WAS PROVIDED BY

CUSTOMER OR CALCULATED BY ADDING THE RAD

CENTER AND THE DISTANCE FROM THE SHELTER

ENTRY PLATE TO THE TOWER (ALONG THE ICE

BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF

15% (OF THE TWO PREVIOUS VALUES), CDS DEFER

TO GREATEST CABLE LENGTH.

2. ROUTE PROPOSED CABLES ALONG SAME PATH AS

EXISTING CABLES AND IN ACCORDANCE WITH

STRUCTURAL ANALYSIS. IF ADEQUATE SPACE

EXISTS, ROUTE CABLES THROUGH ENTRY PORT

HOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXIT

PORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE,

ATTACH CABLES USING STAND-OFF ADAPTERS

MOUNTED TO TOWER USING STAINLESS STEEL

BANDING. ADEQUATELY SECURE CABLES USING

EITHER APPROPRIATELY SIZED STAINLESS STEEL

SNAP-INS OR MOUNTING HARDWARE AND BRACKETS

AS SPECIFIED BY CABLE MANUFACTURER.

PROPOSED (2) 1-1/4" HYBRID

CABLES

(ROUTED PER TOWER NOTE 2)

(REFER TO PROPOSED CABLE

LENGTH NOTE ON THIS PAGE)

(12) 1-5/8" COAX CABLES

(TO BE REMOVED)

T Mobile ©

PROPOSED 6160

CABINET

PROPOSED

B160 BATTERY CABINET

(MODIFIED AS REQUIRED FOR

UPGRADE FROM

67D5992DB HYBRID TO

67D5992DB_3XAIR+1OP CONFIGURATION)

R-601

PROPOSED

XTE-401 2416

CABINET

AutoCAD SHX Text

#1/2-13STL

AutoCAD SHX Text

022196-S

AutoCAD SHX Text

#1/2-13STL

AutoCAD SHX Text

022196-S

AutoCAD SHX Text

EXISTING (6) 1-5/8" COAX CABLES & (2) 1-1/4" HYBRID CABLES (TO REMAIN)

AutoCAD SHX Text

TRN.

AutoCAD SHX Text

4' X 8' GEN. PAD

AutoCAD SHX Text

12' X 26' ON A 12'-6" X 26'-0" SHELTER

AutoCAD SHX Text

12' X 26' SHELTER

AutoCAD SHX Text

3' X 6' PLATFORM

AutoCAD SHX Text

5' H-FRAME

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MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

E-501

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

GROUNDING DETAILS

0 FOR CONSTRUCTION NG 09/02/20

NOTES:

1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT

ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE

CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE

CONSTRUCTION MANAGER OF ANY CONFLICTS.

2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST

EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN

NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.

PROPOSED CONNECTOR AND

WEATHERPROOFING KIT

TYPICAL ANTENNA GROUNDING DIAGRAM

SCALE: N.T.S.

PROPOSED ANTENNA

PROPOSED JUMPER

PROPOSED WEATHERPROOFING KIT

E-501

GROUND BAR MOUNTED

NEAR/BELOW ANTENNA

(TO BE INSTALLED IF

REQUIRED)

#6 AWG STRANDED CU

WIRE WITH GREEN, 600V,

THWN INSULATION

ANTENNA CABLE TO

CABINET (TYP.)

PROPOSED CABLE

GROUND KIT

PROPOSED #6 AWG

STRANDED CU

WIRE WITH GREEN, 600V,

THWN INSULATION

TO PROPOSED RRU

GROUND LUG (TYP.)

DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT

GROUND WIRE DOWN TO GROUND BAR.

CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART

NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.

CABLE GROUND KIT CONNECTION DETAIL

SCALE: N.T.S.

TO ANTENNA

TO EQUIPMENT

TO GROUND BAR

ANTENNA CABLE 2 1/2"Ø MAX

GROUNDING KIT PER CABLE

MANUFACTURER'S RECOMMENDATIONS

(ANDREW OR APPROVED EQUAL)

#6 AWG STRANDED COPPER GROUND

WIRE (GROUNDED TO GROUND BAR)

GROUND KIT NOTES:

1/4" X 4" X 6" GROUND BAR

(ERICO P/N: EGBA14406CC OR EQUAL)

TOWER GROUND BAR DETAIL

SCALE: N.T.S.

GROUND BAR NOTES:

1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,

WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).

2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.

3/8" SS LOCK WASHER

(EACH SIDE)

TWO-HOLE LUG, TO BE USED

WITH #2 AWG BCW

(LOWER TOWER GROUND

BAR ONLY)

3/8" X 1-1/2" SS BOLT

(EACH SIDE)

T Mobile ©

OCPD SIZE WIRE SIZE GROUND SIZE CONDUIT SIZE

80A/2P 2#3 AWG #8 AWG 1-1/4"

100/2P 2#2 AWG #8 AWG 1-1/4"

125A/2P 2#1 AWG #8 AWG 1-1/2"

150A/2P 2#1/0 AWG #8 AWG 1-1/2"

ELECTRICAL NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY

COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS,

BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT

REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK

SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF

THE STATE AND NATIONAL CODES, ORDINANCES AND

REGULATIONS APPLICABLE TO THIS PROJECT.

2. ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND

EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED

ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE.

CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS

SUFFICIENT SPACE FOR PROPOSED BREAKER. PROPOSED CABLE

AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW:

AutoCAD SHX Text

TO EXISTING ANTENNA MASTS

AutoCAD SHX Text

EXISTING COAX GROUND KITS

AutoCAD SHX Text

EXISTING ANTENNAS

AutoCAD SHX Text

EXISTING GROUNDING CONNECTION TO LIGHTNING PROTECTION SYSTEM

AutoCAD SHX Text

GROUNDING CONNECTION TO EXISTING TMAs

SHEET NUMBER: REVISION:

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MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-601

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

ANTENNA CONFIGURATION

SCALE: NOT TO SCALE

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

CABINET CONFIGURATION

SCALE: NOT TO SCALE

SHEET NUMBER: REVISION:

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302535

MILFORD CT 2

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185 RESEARCH DRIVE

MILFORD, CT 06460

R-602

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

SHEET NUMBER: REVISION:

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-603

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

SHEET NUMBER: REVISION:

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-604

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

SHEET NUMBER: REVISION:

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-605

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

SHEET NUMBER: REVISION:

pyrig

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0 A

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-606

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

SHEET NUMBER: REVISION:

pyrig

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0 A

, A

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302535

MILFORD CT 2

MILFORD/ I-95/ X40/ QUA_1

185 RESEARCH DRIVE

MILFORD, CT 06460

R-607

SEAL:

DESCRIPTIONREV. DATEBY

ATC SITE NUMBER:

ATC SITE NAME:

SITE ADDRESS:

A.T. ENGINEERING SERVICE, PLLC

3500 REGENCY PARKWAY

SUITE 100

CARY, NC 27518

PHONE: (919) 468-0112

COA: PEC.0001553

THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE

EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND

PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE

FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE

OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR

THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO

THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF

AMERICAN TOWER WHETHER OR NOT THE PROJECT IS

EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER

WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS

PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS

AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY

PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE

LATEST VERSION ON FILE WITH AMERICAN TOWER.

DATE DRAWN: 09/02/20

ATC JOB NO:

MILFORD/ I-95/ X40/ QUA_1

CUSTOMER ID:

13251808

CT11020DCUSTOMER #:

T-MOBILE SITE NAME:

0 FOR CONSTRUCTION NG 09/02/20

SUPPLEMENTAL

EQUIPMENT SPECIFICATIONS

SCALE: N.T.S.

NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED

BY REQUEST OF CUSTOMER WITHOUT EDIT.

Exhibit D

Structural Analysis Report

<<w=175; h=175; n=BLANK - SIG; a=11>>

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 : 183 ft Monopole

ATC Site Name : Milford CT 2, CT

ATC Asset Number : 302535

Engineering Number : 13251808_C3_04

Proposed Carrier : T-MOBILE

Carrier Site Name : Milford/ I-95/ X40/ Qua_1

Carrier Site Number : CT11020D

Site Location : 185 Research DriveMilford, CT 06460-773341.240400,-73.011900

County : New Haven

Date : July 17, 2020

Max Usage : 99%

Result : Pass

Prepared By:Hansol ShinStructural Engineer I

Reviewed By:

COA: PEC.0001553

Eng. Number 13251808_C3_04July 17, 2020

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 and Sway ......................................................................................................................... 4

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

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

Eng. Number 13251808_C3_04July 17, 2020

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 183 ft monopole to reflect the change in loading by T-MOBILE.

Supporting Documents

Tower Drawings Summit Manufacturing Drawing #1237-D1, dated September 9, 1994Foundation Drawing Summit Manufacturing Drawing #1237-F1 dated October 10, 1994Geotechnical Report French & Parrello Project #93N035CR1, dated November 2, 1993Modifications ATC Job #42659834, dated January 16, 2009

ATC Job #43915332, dated September 2, 2009ATC Job #56682734, dated April 16, 2014

Mount Analysis Infinigy Job #1009-Z0003-B, dated June 24, 2020 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/TIA-222.

Basic Wind Speed: 117 mph (3-Second Gust)Basic Wind Speed w/ Ice: 48.75 mph (3-Second Gust) w/ 0.85" radial ice concurrentCode: ANSI/TIA-222-H / 2015 IBC / 2018 Connecticut State Building CodeExposure Category: BRisk Category: IITopographic Factor Procedure: Method 1Topographic Category: 1Crest Height (H): 0 ftSpectral Response: Ss = 0.20, S1 = 0.05 Site Class: D - Stiff Soil **Wind load and Ice thickness have been reduced by applicable existing structure load modification factors in accordance with TIA-222-H, Annex S.

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 [emailprotected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.

Eng. Number 13251808_C3_04July 17, 2020

Page 2

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

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier

3 Nokia 2.5G MAA - AAHC(64T64R)2 DragonWave Horizon Compact6 Alcatel-Lucent RRH2x50-083 Commscope NNVV-65B-R42 DragonWave A-ANT-18G-2-C3 Argus LLPX310R

3 Alcatel-Lucent 1900 MHz 4X45 RRH

(3) 1 1/4" Hybriflex Cable

(3) 1 5/8" Hybriflex(1) 1.7" (43.2mm)

Hybrid(2) 1/2" Coax(2) 2" conduit

(6) 5/16" (0.31"-7.9mm) Coax

CLEARWIRE CORPORATION

3 Andrew 844G65VTZASX

185.0

6 Decibel DB844H90E-XY

Platform with Handrails

(12) 1 5/8" Coax SPRINT NEXTEL

175.0 3 RFS APXV18-206517S-C Flush (6) 1 5/8" Coax METRO PCS INC3 Ericsson RRUS 4478 B143 Ericsson RRUS 4426 B661 Raycap DC6-48-60-18-8F ("Squid")2 Raycap DC6-48-60-18-8F (23.5" Height)6 Powerwave Allgon LGP214011 Commscope WCS-IMFQ-AMT6 Kaelus DBCT108F1V92-16 CCI TPX-0708213 Ericsson RRUS 4478 B53 Kathrein Scala 800109643 Quintel QS66512-23 CCI OPA-65R-LCUU-H43 Powerwave Allgon 7770.003 Ericsson RRUS-32 (77 lbs)3 Ericsson RRUS 32 B2

167.0

3 Ericsson RRUS 11 (Band 4)

Site Pro 1 12’ Fortress Tri-Platform Mount with

Handrail Kit

(3) 0.39" (10mm) Fiber Trunk

(6) 0.78" (19.7mm) 8 AWG 6

(12) 1 1/4" Coax(2) 2" conduit(2) 3" conduit

AT&T MOBILITY

3 RFS APXVAARR24_43-U-NA20145.0

3 Ericsson KRY 112 489/2Platform with Handrails

(2) 1 5/8" (1.63"-41.3mm) Fiber(6) 1 5/8" Coax

T-MOBILE

6 Commscope JAHH-45B-R3B3 RFS FDJ85020Q4-S13 Andrew HBXX-6517DS-A2M (43 lbs)3 Antel BXA-80063/6CF2 RFS DB-T1-6Z-8AB-0Z3 Samsung B2/B66A RRH-BR049

126.0

3 Samsung B5/B13 RRH-BR04C

Platform with Handrails

(12) 7/8" Coax(2) 1 5/8" (1.63"-

41.3mm) Fiber(6) 1 5/8" Coax

VERIZON WIRELESS

50.0 2 Thales PCS VP/360/2 Type 8100 Stand-Off - T-MOBILE

Eng. Number 13251808_C3_04July 17, 2020

Page 3

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

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier

3 Kathrein Scala Smart Bias Tee3 Ericsson AIR 32 B2A/B66A 3 Ericsson Radio 4449 B12,B71

145.0

3 Ericsson KRY 112 144/2

- (12) 1 5/8" Coax T-MOBILE

Proposed Equipment

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier

3 Ericsson RRUS 4415 B253 Ericsson Radio 4449 B71 B85A3 Ericsson Air6449 B413 Ericsson AIR 21, 1.3M, B2A B4P (91.5 lbs)

145.0

3 Ericsson AIR32 B66Aa/B2a

Platform with Handrails(2) 1 1/4" Hybriflex

CableT-MOBILE

1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations.

Install proposed lines inside the pole shaft.

Eng. Number 13251808_C3_04July 17, 2020

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

Anchor Bolts 66% PassShaft 90% Pass

Base Plate 72% PassReinforcement 97% Pass

Foundations

Reaction Component Analysis Reactions % of Usage

Moment (Kips-Ft) 4,747.6 99%Axial (Kips) 78.5 5%

The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required.

Deflection and Sway*

Antenna Elevation (ft) Antenna Carrier Deflection

(ft)Sway (Rotation)

(°)DragonWave A-ANT-18G-2-C

185.0DragonWave A-ANT-18G-2-C

CLEARWIRE CORPORATION 0.000 0.000

Ericsson RRUS 4415 B25Ericsson Radio 4449 B71 B85A

Ericsson Air6449 B41Ericsson AIR 21, 1.3M, B2A B4P

(91.5 lbs)

145.0

Ericsson AIR32 B66Aa/B2a

T-MOBILE 1.920 1.700

*Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H

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 performed by A.T. Engineering Service, PLLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following:

Information supplied by the client regarding antenna, mounts and feed line loading

Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Service, PLLC

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.

All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications.

Unless explicitly agreed by both the client and A.T. Engineering Service, PLLC, all services will be performed in accordance with the current revision of ANSI/TIA-222.

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 supplied herein.

Job InformationPole :

Location :Client :

Height :Description :Shape :

302535183 ft Summit Monopole

T-MOBILEMilford CT 2, CT18 Sides183.00

Taper: 0.174917(in/ft)(ft)

Code: ANSI/TIA-222-H

Exposure :Risk Category :Topo Method :

Topographic Category :

IIBMethod 11

Sections PropertiesSection (ft)LengthShaft Diameter (in)Accross Flats (in)Top Thick Length(in)

Overlap SteelGrade(ksi)Bottom JointType Shape1 35.000 42.49 48.62 0.500 0.000 5018 Sides2 35.000 38.51 44.63 0.500 78.000 50Slip Joint 18 Sides3 35.000 34.10 40.22 0.375 66.000 60Slip Joint 18 Sides4 33.000 29.83 35.60 0.313 60.000 60Slip Joint 18 Sides5 36.000 24.82 31.11 0.250 54.000 60Slip Joint 18 Sides6 34.000 19.86 25.80 0.188 42.000 60Slip Joint 18 Sides

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)185.000 DragonWave A-ANT-18G-2-C1185.000185.000 Andrew 844G65VTZASX3185.000185.000 Decibel DB844H90E-XY6185.000185.000 Commscope NNVV-65B-R43185.000185.000 DragonWave A-ANT-18G-2-C1185.000185.000 Argus LLPX310R3185.000185.000 Nokia 2.5G MAA - 3185.000185.000 Alcatel-Lucent 1900 MHz 4X45 3185.000185.000 Alcatel-Lucent RRH2x50-086185.000185.000 DragonWave Horizon Compact2185.000183.000 Flat Platform w/ Handrails1183.000175.000 RFS APXV18-206517S-C3171.000167.000 Generic Round Platform with 1167.000167.000 Kathrein Scala 800109643167.000167.000 Quintel QS66512-23167.000167.000 CCI OPA-65R-LCUU-H43167.000167.000 Powerwave Allgon 7770.003167.000167.000 Ericsson RRUS-32 (77 lbs)3167.000167.000 Ericsson RRUS 32 B23167.000167.000 Ericsson RRUS 11 (Band 4)3167.000167.000 Ericsson RRUS 4478 B53167.000167.000 Ericsson RRUS 4478 B143167.000167.000 Ericsson RRUS 4426 B663167.000167.000 Raycap DC6-48-60-18-8F 1167.000167.000 Raycap DC6-48-60-18-8F (23.5" 2167.000167.000 Powerwave Allgon LGP214016167.000167.000 Commscope WCS-IMFQ-AMT1167.000167.000 Kaelus DBCT108F1V92-16167.000167.000 CCI TPX-0708216167.000145.000 Round Platform w/ Handrails1145.000145.000 RFS APXVAARR24_43-U-NA203145.000145.000 Ericsson AIR32 B66Aa/B2a3145.000145.000 Ericsson AIR 21, 1.3M, B2A B4P3145.000145.000 Ericsson Air6449 B413145.000145.000 Ericsson Radio 4449 B71 B85A3145.000145.000 Ericsson RRUS 4415 B253145.000145.000 Ericsson KRY 112 489/23145.000126.000 Flat Platform w/ Handrails1126.000126.000 Commscope JAHH-45B-R3B6126.000126.000 Andrew HBXX-6517DS-A2M (43 3127.000126.000 Antel BXA-80063/6CF3127.000

126.000 RFS DB-T1-6Z-8AB-0Z2127.000126.000 Samsung B2/B66A RRH-BR0493126.000126.000 Samsung B5/B13 RRH-BR04C3126.000126.000 RFS FDJ85020Q4-S13126.00050.000 Thales PCS VP/360/2 Type 8100250.000Linear Appurtenance

Elev (ft)From DescriptionTo ExposedTo Wind5.000 126.0 1 5/8" (1.63"- Yes5.000 126.0 1 5/8" Coax No5.000 127.0 7/8" Coax No5.000 167.0 0.39" (10mm) Yes5.000 167.0 0.39" (10mm) Yes5.000 167.0 0.78" (19.7mm) 8 Yes5.000 167.0 1 1/4" Coax No5.000 167.0 2" conduit No5.000 175.0 1 5/8" Coax Yes5.000 185.0 1 1/4" Hybriflex Yes5.000 185.0 1 5/8" Coax No5.000 185.0 1.7" (43.2mm) Yes5.000 185.0 1/2" Coax Yes5.000 185.0 2" conduit Yes0.000 185.0 1 5/8" Hybriflex No0.000 185.0 5/16" (0.31"- Yes0.000 145.0 1 1/4" Hybriflex No0.000 145.0 1 5/8" (1.63"- No0.000 145.0 1 5/8" Coax No0.000 167.0 3" conduit No0.000 110.8 #20 Dywidag Bars Yes0.000 110.8 #20 Dywidag Bars Yes0.000 110.8 #20 Dywidag Bars Yes0.000 110.8 #20 Dywidag Bars Yes

Load Cases1.2D + 1.0W 117 mph with No Ice0.9D + 1.0W 117 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 49 mph with 0.85 in Radial Ice1.2D + 1.0Ev + 1.0Eh Seismic0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL)1.0D + 1.0W Serviceability 60 mph

Moment Shear AxialLoad CaseReactions

(kip)(kip)(kip-ft)1.2D + 1.0W 4247.57 30.68 78.460.9D + 1.0W 4156.42 30.64 58.831.2D + 1.0Di + 1.0Wi 1017.39 7.43 100.301.2D + 1.0Ev + 1.0Eh 298.89 1.97 79.110.9D - 1.0Ev + 1.0Eh 290.82 1.97 54.581.0D + 1.0W 987.41 7.21 65.42

Dish DeflectionsAttachElev (ft)Load Case RotationDeflection (deg)(in)

1.0D + 1.0W 183.00 38.040 2.0411.0D + 1.0W 183.00 38.040 2.041

Load Case : 1.2D + 1.0W

Max Ratio 89.65% at 121.0 ft

Interaction

1.020.920.820.720.620.520.420.320.220.120.02

Ele

vatio

n (

ft)

0.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

45.000

50.000

55.000

60.000

65.000

70.000

75.000

80.000

85.000

90.000

95.000

100.000

105.000

110.000

115.000

120.000

125.000

130.000

135.000

140.000

145.000

150.000

155.000

160.000

165.000

170.000

175.000

180.000

1.00

0.75

0.74

0.73

0.72

0.67

0.65

0.63

0.59

0.56

0.52

0.53

0.470.89

0.83

0.73 0.90

0.75

0.61

0.52

0.59

0.31

0.21

0.07

Site Number:7/17/2020 6:01:52 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Analysis ParametersLocation : Height (ft) :

Base Diameter (in) :Top Diameter (in) :Shape :

Code :183

18 Sides48.6219.86

ANSI/TIA-222-H

Taper (in/ft) : 0.175

New Haven County, CT

Pole Manfacturer : Summit ManufacturingPole Type : Taper

0.00Rotation (deg) :Kd (non-service) : Ke :0.95 1.00

Ice & Wind ParametersExposure Category: B

Topographic Category: 1Crest Height:

Design Wind Speed Without Ice:Design Wind Speed With Ice:Operational Wind Speed:Design Ice Thickness:

117 mph49 mph60 mph0.85 in

0 ft

Risk Category: IITopographic Factor Procedure: Method 1

HMSL: 102.00 ft

Seismic ParametersAnalysis Method: Equivalent Lateral Force MethodSite Class: D - Stiff Soil

(sec):Period Based on Rayleigh Method (sec): 3.37

6 p: 1S SF FS S

Max:C

Min:1.600

0.0300.0300.0302.400

0.0850.213

TLLs:a:ds:

1:v :d1 :

Css:

C s0.0530.200

Page: 1

Site Number:7/17/2020 6:01:52 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties

2 ) 4 ) 2) 4)35.000 500.5000 48.621-18 0.00 42.498,516 35.000.00 76.36 22340.1 66.65 14852.215.38 97.24 85.0013.22 0.17491735.000 Slip500.5000 44.632-18 78.00 38.517,763 63.5028.50 70.04 17236.7 60.32 11012.713.98 89.27 77.0311.82 0.17491735.000 Slip600.3750 40.223-18 66.00 34.105,215 93.0058.00 47.43 9515.8 40.14 5769.417.15 107.27 90.9414.27 0.17491733.000 Slip600.3125 35.604-18 60.00 29.833,609 121.0088.00 35.00 5507.2 29.28 3222.718.33 113.93 95.4615.07 0.17491736.000 Slip600.2500 31.115-18 54.00 24.822,694 152.50116.50 24.49 2948.2 19.50 1486.920.18 124.47 99.2815.74 0.17491734.000 Slip600.1875 25.806-18 42.00 19.861,559 183.00149.00 15.25 1264.3 11.71 572.422.51 137.64 105.9216.91 0.174917Shaft Weight 29,356

(ft) OrientationEPAaWeight No Ice Ice (lb) (sf) Factor

Discrete Appurtenance PropertiesElev(ft) Description Weight(lb) (sf)EPAa OrientationFactorKa

VertEccQtyAttach

DragonWave Horizon Compact185.00 10.60 0.721 0.500.0000.752 23.61 1.050 0.50Alcatel-Lucent RRH2x50-08185.00 52.90 1.701 0.500.0000.756 87.20 2.200 0.50Alcatel-Lucent 1900 MHz 4X45 185.00 60.00 2.322 0.500.0000.753 106.64 2.947 0.50Decibel DB844H90E-XY185.00 14.00 3.615 0.660.0000.756 71.37 3.538 0.66Nokia 2.5G MAA - AAHC(64T64R)185.00 103.60 4.203 0.630.0000.753 168.85 4.979 0.63Argus LLPX310R185.00 28.60 4.292 0.600.0000.753 80.76 5.249 0.60DragonWave A-ANT-18G-2-C185.00 27.10 4.688 0.990.0001.001 83.58 5.425 0.99DragonWave A-ANT-18G-2-C185.00 27.10 4.690 0.780.0001.001 83.58 5.427 0.78Andrew 844G65VTZASX185.00 16.00 5.310 0.660.0000.753 98.90 5.872 0.66Commscope NNVV-65B-R4185.00 77.40 12.271 0.630.0000.753 222.83 13.894 0.63Flat Platform w/ Handrails183.00 2,000.00 42.400 1.000.0001.001 2,822.52 54.538 1.00RFS APXV18-206517S-C175.00 26.40 5.160 0.68-4.0001.003 79.75 6.522 0.68CCI TPX-070821167.00 7.50 0.469 0.500.0000.756 14.46 0.744 0.50Kaelus DBCT108F1V92-1167.00 13.90 0.633 0.500.0000.756 28.34 0.946 0.50Commscope WCS-IMFQ-AMT167.00 29.50 0.989 0.500.0000.751 48.82 1.368 0.50Powerwave Allgon LGP21401167.00 14.10 1.104 0.500.0000.756 28.41 1.513 0.50Raycap DC6-48-60-18-8F (23.5" 167.00 20.00 1.260 1.000.0000.752 50.20 1.638 1.00Raycap DC6-48-60-18-8F 167.00 31.80 1.470 1.000.0000.751 67.19 1.871 1.00Ericsson RRUS 4426 B66167.00 48.40 1.650 0.500.0000.753 74.01 2.137 0.50Ericsson RRUS 4478 B14167.00 59.90 1.842 0.500.0000.753 91.62 2.357 0.50Ericsson RRUS 4478 B5167.00 59.90 1.842 0.500.0000.753 91.62 2.357 0.50Ericsson RRUS 11 (Band 4)167.00 44.00 2.566 0.500.0000.753 83.10 3.167 0.50Ericsson RRUS 32 B2167.00 53.00 2.743 0.500.0000.753 95.19 3.414 0.50Ericsson RRUS-32 (77 lbs)167.00 77.00 3.314 0.500.0000.753 132.79 4.050 0.50Powerwave Allgon 7770.00167.00 35.00 5.508 0.650.0000.753 104.99 6.094 0.65CCI OPA-65R-LCUU-H4167.00 57.00 6.083 0.660.0000.753 137.70 7.174 0.66Quintel QS66512-2167.00 111.00 8.133 0.670.0000.753 225.31 9.732 0.67Kathrein Scala 80010964167.00 81.60 9.997 0.620.0000.753 198.92 11.351 0.62Generic Round Platform with 167.00 2,500.00 27.200 1.000.0001.001 3,429.10 41.222 1.00Ericsson KRY 112 489/2145.00 15.40 0.559 0.500.0000.753 25.38 0.855 0.50Ericsson RRUS 4415 B25145.00 46.00 1.650 0.500.0000.753 70.46 2.130 0.50Ericsson Radio 4449 B71 B85A145.00 75.00 1.650 0.500.0000.753 108.97 2.130 0.50Ericsson Air6449 B41145.00 104.00 5.682 0.630.0000.753 180.99 6.579 0.63Ericsson AIR 21, 1.3M, B2A B4P 145.00 91.50 6.037 0.670.0000.753 173.75 7.249 0.67Ericsson AIR32 B66Aa/B2a145.00 132.20 6.510 0.670.0000.753 222.37 7.747 0.67RFS APXVAARR24_43-U-NA20145.00 127.90 20.243 0.630.0000.753 349.68 22.338 0.63Round Platform w/ Handrails145.00 2,000.00 27.200 1.000.0001.001 2,732.02 41.009 1.00RFS FDJ85020Q4-S1126.00 23.60 0.958 0.500.0000.753 42.19 1.358 0.50Samsung B5/B13 RRH-BR04C126.00 70.30 1.875 0.500.0000.753 102.21 2.378 0.50Samsung B2/B66A RRH-BR049126.00 84.40 1.875 0.500.0000.753 119.98 2.378 0.50RFS DB-T1-6Z-8AB-0Z126.00 44.00 4.800 0.501.0000.752 114.20 5.593 0.50Antel BXA-80063/6CF126.00 14.90 7.582 0.651.0000.753 99.22 8.260 0.65Andrew HBXX-6517DS-A2M (43 126.00 43.00 8.528 0.671.0000.753 141.10 10.148 0.67Commscope JAHH-45B-R3B126.00 83.80 11.400 0.630.0000.756 211.25 12.955 0.63Flat Platform w/ Handrails126.00 2,000.00 42.400 1.000.0001.001 2,792.72 54.098 1.00Page: 2

Site Number:7/17/2020 6:01:52 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILEThales PCS VP/360/2 Type 810050.00 0.30 0.030 1.000.0001.002 1.31 0.114 1.00

46Num Loadings:Totals 136 25,972.1115,183.50

(ft)(ft)

Linear Appurtenance PropertiesDescriptionFrom ElevToElev

WindTo(lb/ft)WtQtyCoaxCoaxDia(in) CarrierFlat (deg) FromFace (in)Azimuth Dist ExposedDistBetweenRows (in)

MaxCoax /RowDistBetweenCols (in)

Load Case Azimuth (deg) : 310

N1.30 N1.98 CLEARWIRE 0 0.000 0.00 0.000.00 185.00 1 5/8" Hybriflex3 Y0.05 N0.31 CLEARWIRE 130 0.006 0.00 0.000.00 185.00 5/16" (0.31"-7.9mm) 6 Y1.00 N1.54 CLEARWIRE 140 0.003 0.00 0.005.00 185.00 1 1/4" Hybriflex Cable3 N0.82 N1.98 SPRINT NEXTEL0 0.000 0.00 0.005.00 185.00 1 5/8" Coax12 Y1.78 N1.70 CLEARWIRE 170 0.001 0.00 0.005.00 185.00 1.7" (43.2mm) Hybrid1 Y0.15 N0.63 CLEARWIRE 160 0.002 0.00 0.005.00 185.00 1/2" Coax2 Y3.65 N2.38 CLEARWIRE 160 0.002 0.00 0.005.00 185.00 2" conduit2 Y0.82 N1.98 METRO PCS INC150 0.004 0.00 0.005.00 175.00 1 5/8" Coax6 N7.58 N3.50 AT&T MOBILITY0 0.000 0.00 0.000.00 167.00 3" conduit2 Y0.06 N0.39 AT&T MOBILITY240 0.001 0.00 0.005.00 167.00 0.39" (10mm) Fiber 2 Y0.06 N0.39 AT&T MOBILITY240 0.001 0.00 0.005.00 167.00 0.39" (10mm) Fiber 1 Y0.59 N0.78 AT&T MOBILITY210 0.004 0.00 0.005.00 167.00 0.78" (19.7mm) 8 AWG 6 N0.63 N1.55 AT&T MOBILITY0 0.000 0.00 0.005.00 167.00 1 1/4" Coax12 N3.65 N2.38 AT&T MOBILITY0 0.000 0.00 0.005.00 167.00 2" conduit2 N1.00 N1.54 T-MOBILE0 0.000 0.00 0.000.00 145.00 1 1/4" Hybriflex Cable2 N1.61 N1.63 T-MOBILE0 0.000 0.00 0.000.00 145.00 1 5/8" (1.63"-41.3mm) 2 N0.82 N1.98 T-MOBILE0 0.000 0.00 0.000.00 145.00 1 5/8" Coax6 N0.33 N1.09 VERIZON WIRELESS0 0.000 0.00 0.005.00 127.00 7/8" Coax12 Y1.61 N1.63 VERIZON WIRELESS240 0.001 0.00 0.005.00 126.00 1 5/8" (1.63"-41.3mm) 2 N0.82 N1.98 VERIZON WIRELESS0 0.000 0.00 0.005.00 126.00 1 5/8" Coax6 Y0.00 N4.00 0 0.001 0.00 0.000.00 110.80 #20 Dywidag Bars1 Y0.00 N4.00 90 0.001 0.00 0.000.00 110.80 #20 Dywidag Bars1 Y0.00 N4.00 180 0.001 0.00 0.000.00 110.80 #20 Dywidag Bars1 Y0.00 N4.00 270 0.001 0.00 0.000.00 110.80 #20 Dywidag Bars1Additional SteelElevFrom(ft) (ft)ToElev

DescriptionQty Fy(ksi) Offset(in)Intermediate Connections

Connectors Continuation?Spacing(in) Len(in)Description0.00 22.50 4 SOL #20 All Thread 80 2.19 6" Angle Bracket 5/8" A36 U-Bolt No20.0 3.3122.50 43.00 4 SOL #20 All Thread 80 2.19 6" Angle Bracket 5/8" A36 U-Bolt Yes18.0 3.3143.00 102.5 4 SOL #20 All Thread 80 2.19 6" Angle Bracket 5/8" A36 U-Bolt Yes30.0 3.31

Page: 3

Site Number:7/17/2020 6:01:52 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Additional ReinforcingWeight(lb)(inArea(lb)WeightDescription (in)Thick Dia(in) Area(in Ix(in W/tRatio Ratio

Segment Properties (Max Len : 5. ft)Seg TopElev(ft) (ksi)D/t F'y S Z Ix(in

Flat2) 4) (in3) (in3) 2) 4)

0.00 0.5000 48.620 97.2415.3822,340.176.363 19.64 7,6540.0 0.063.5 905.0 0.05.00 0.5000 47.745 95.4915.0721,144.074.975 19.64 7,4121,287.4 334.063.5 872.2 0.010.00 0.5000 46.871 93.7414.7719,991.473.588 19.64 7,1751,263.8 334.063.5 840.1 0.015.00 0.5000 45.996 91.9914.4618,881.472.200 19.64 6,9411,240.2 334.063.5 808.5 0.020.00 0.5000 45.121 90.2414.1517,813.370.812 19.64 6,7111,216.6 334.063.5 777.6 0.0Reinf. Top Reinf 22.50 0.5000 44.684 89.3713.9917,294.770.118 19.64 6,598599.4 167.063.5 762.3 0.025.00 0.5000 44.247 88.4913.8416,786.369.424 19.64 6,485593.5 167.063.5 747.2 0.0Bot - Section 228.50 0.5000 43.635 87.2713.6216,091.468.452 19.64 6,329821.0 233.863.5 726.3 0.030.00 0.5000 43.372 86.7413.5315,799.568.036 19.64 6,517704.8 100.263.5 717.5 0.0Top - Section 135.00 0.5000 43.498 87.0013.5815,938.668.235 19.64 6,2952,318.5 334.063.5 721.7 0.040.00 0.5000 42.623 85.2513.2714,985.666.847 19.64 6,0761,149.1 334.063.5 692.5 0.0Reinf. Top Reinf 43.00 0.5000 42.098 84.2013.0814,432.566.014 19.64 5,947678.1 200.463.5 675.2 0.045.00 0.5000 41.749 83.5012.9614,071.565.459 19.64 5,861447.4 133.663.5 663.9 0.050.00 0.5000 40.874 81.7512.6513,195.264.071 19.64 5,6501,101.9 334.063.5 635.8 0.055.00 0.5000 39.999 80.0012.3412,356.262.683 19.64 5,4431,078.3 334.063.5 608.4 0.0Bot - Section 358.00 0.5000 39.475 78.9512.1611,870.261.850 19.64 5,321635.6 200.463.5 592.3 0.060.00 0.5000 39.125 78.2512.0311,553.461.295 19.64 5,414740.4 133.663.5 581.6 0.0Top - Section 263.50 0.3750 39.263 104.7016.708,843.246.284 19.64 5,2721,279.8 233.876.2 443.6 0.065.00 0.3750 39.000 104.0016.578,665.445.972 19.64 5,211235.4 100.276.2 437.6 0.070.00 0.3750 38.126 101.6716.168,090.044.931 19.64 5,012773.3 334.076.2 417.9 0.075.00 0.3750 37.251 99.3415.757,540.643.890 19.64 4,817755.6 334.076.2 398.7 0.080.00 0.3750 36.376 97.0015.347,016.742.849 19.64 4,626737.9 334.076.2 379.9 0.085.00 0.3750 35.502 94.6714.936,517.741.808 19.64 4,439720.2 334.076.2 361.6 0.0Bot - Section 488.00 0.3750 34.977 93.2714.686,229.941.184 19.64 4,329423.6 200.476.2 350.8 0.090.00 0.3750 34.627 92.3414.526,042.940.767 19.64 4,386515.9 133.676.2 343.7 0.0Top - Section 393.00 0.3125 34.727 111.1317.835,107.834.134 19.64 4,277764.1 200.475.0 289.7 0.095.00 0.3125 34.378 110.0117.634,953.633.787 19.64 4,204231.1 133.675.2 283.8 0.0100.0 0.3125 33.503 107.2117.144,581.832.920 19.64 4,026567.5 334.075.7 269.4 0.0Reinf. Top102.5 0.3125 33.066 105.8116.894,403.132.486 19.64 3,938278.2 167.076.0 262.3 0.0105.0 0.3125 32.628 104.4116.654,229.132.052 274.576.2 255.3 0.0110.0 0.3125 31.754 101.6116.153,894.931.185 538.076.2 241.6 0.0115.0 0.3125 30.879 98.8115.663,578.930.317 523.276.2 228.3 0.0Bot - Section 5116.5 0.3125 30.617 97.9715.513,487.530.057 154.176.2 224.4 0.0120.0 0.3125 30.005 96.0215.173,280.429.450 643.276.2 215.3 0.0Top - Section 4121.0 0.2500 30.330 121.3219.632,728.423.867 181.473.1 177.2 0.0125.0 0.2500 29.630 118.5219.142,542.423.312 321.173.6 169.0 0.0126.0 0.2500 29.455 117.8219.012,497.323.173 79.173.8 167.0 0.0130.0 0.2500 28.756 115.0218.522,322.122.618 311.674.3 159.0 0.0135.0 0.2500 27.881 111.5217.902,114.821.924 378.974.9 149.4 0.0140.0 0.2500 27.006 108.0317.281,920.321.230 367.175.6 140.0 0.0145.0 0.2500 26.132 104.5316.671,738.120.536 355.376.2 131.0 0.0Bot - Section 6149.0 0.2500 25.432 101.7316.171,600.919.981 275.776.2 124.0 0.0150.0 0.2500 25.257 101.0316.051,567.819.842 119.576.2 122.3 0.0Top - Section 5152.5 0.1875 25.195 134.3721.931,175.814.882 295.070.7 91.9 0.0155.0 0.1875 24.758 132.0421.521,115.214.622 125.571.2 88.7 0.0160.0 0.1875 23.883 127.3820.701,000.314.101 244.372.0 82.5 0.0165.0 0.1875 23.008 122.7119.87893.613.581 235.572.9 76.5 0.0167.0 0.1875 22.659 120.8519.55853.113.373 91.773.2 74.2 0.0170.0 0.1875 22.134 118.0519.05794.813.060 134.973.7 70.7 0.0175.0 0.1875 21.259 113.3818.23703.512.540 217.874.6 65.2 0.0180.0 0.1875 20.385 108.7217.41619.512.019 208.975.4 59.9 0.0183.0 0.1875 19.860 105.9216.91572.411.707 121.176.0 56.8 0.029,356.2 6,847.0

Page: 4

Site Number:7/17/2020 6:01:52 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

28 Iterations117 mph with No Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 190.0 0.0 0.0 0.0 190.0 0.0 0.0 0.05.00 376.6 1,544.9 0.0 577.8 376.6 2,122.7 0.0 0.010.00 369.7 1,516.6 0.0 924.7 369.7 2,441.3 0.0 0.015.00 362.8 1,488.2 0.0 924.7 362.8 2,413.0 0.0 0.020.00 268.2 1,459.9 0.0 924.7 268.2 2,384.6 0.0 0.022.50 176.2Reinf. Top Reinf 719.3 0.0 462.4 176.2 1,181.7 0.0 0.025.00 209.0 712.2 0.0 462.4 209.0 1,174.6 0.0 0.028.50 174.0Bot - Section 2 985.2 0.0 647.3 174.0 1,632.5 0.0 0.030.00 230.1 845.7 0.0 277.4 230.1 1,123.1 0.0 0.035.00 358.6Top - Section 1 2,782.2 0.0 924.7 358.6 3,706.9 0.0 0.040.00 291.2 1,379.0 0.0 924.7 291.2 2,303.7 0.0 0.043.00 183.9Reinf. Top Reinf 813.8 0.0 554.8 183.9 1,368.6 0.0 0.045.00 259.8 536.8 0.0 369.9 259.8 906.7 0.0 0.050.00 373.3Appurtenance(s) 1,322.3 1.8 0.0 0.0 0.7 0.0 924.7 375.0 2,247.7 0.0 0.055.00 300.1 1,294.0 0.0 924.7 300.1 2,218.7 0.0 0.058.00 189.5Bot - Section 3 762.8 0.0 554.8 189.5 1,317.6 0.0 0.060.00 211.1 888.5 0.0 369.9 211.1 1,258.4 0.0 0.063.50 192.0Top - Section 2 1,535.8 0.0 647.3 192.0 2,183.1 0.0 0.065.00 249.5 282.5 0.0 277.4 249.5 559.9 0.0 0.070.00 383.3 928.0 0.0 924.7 383.3 1,852.7 0.0 0.075.00 383.3 906.7 0.0 924.7 383.3 1,831.4 0.0 0.080.00 385.6 885.5 0.0 924.7 385.6 1,810.2 0.0 0.085.00 310.7 864.2 0.0 924.7 310.7 1,788.9 0.0 0.088.00 196.8Bot - Section 4 508.3 0.0 554.8 196.8 1,063.2 0.0 0.090.00 199.8 619.1 0.0 369.9 199.8 988.9 0.0 0.093.00 199.5Top - Section 3 916.9 0.0 554.8 199.5 1,471.7 0.0 0.095.00 278.8 277.3 0.0 369.9 278.8 647.2 0.0 0.0100.00 299.5 681.0 0.0 924.7 299.5 1,605.7 0.0 0.0102.50 200.6Reinf. Top 333.8 0.0 462.4 200.6 796.2 0.0 0.0105.00 302.2 329.4 0.0 262.0 302.2 591.4 0.0 0.0110.00 404.5 645.5 0.0 523.9 404.5 1,169.5 0.0 0.0115.00 263.8 627.8 0.0 523.9 263.8 1,151.8 0.0 0.0116.50 206.1Bot - Section 5 184.9 0.0 157.2 206.1 342.1 0.0 0.0120.00 186.6 771.8 0.0 366.7 186.6 1,138.5 0.0 0.0121.00 206.0Top - Section 4 217.6 0.0 104.8 206.0 322.4 0.0 0.0125.00 205.6 385.3 0.0 419.1 205.6 804.4 0.0 0.0126.00 206.3Appurtenance(s) 94.9 4,145.4 0.0 1,063.4 3,959.3 0.0 104.8 4,351.6 4,159.0 0.0 0.0130.00 372.1 374.0 0.0 365.8 372.1 739.8 0.0 0.0135.00 414.8 454.7 0.0 451.3 414.8 906.0 0.0 0.0140.00 416.2 440.5 0.0 451.3 416.2 891.9 0.0 0.0145.00 375.7Appurtenance(s) 426.4 3,496.5 0.0 0.0 4,531.2 0.0 451.3 3,872.1 5,408.9 0.0 0.0149.00 209.7Bot - Section 6 330.9 0.0 312.4 209.7 643.3 0.0 0.0150.00 148.9 143.4 0.0 78.1 148.9 221.4 0.0 0.0152.50 211.6Top - Section 5 354.0 0.0 195.2 211.6 549.3 0.0 0.0155.00 316.3 150.6 0.0 195.2 316.3 345.8 0.0 0.0160.00 422.7 293.2 0.0 390.5 422.7 683.7 0.0 0.0165.00 296.6 282.6 0.0 390.5 296.6 673.1 0.0 0.0167.00 212.4Appurtenance(s) 110.1 3,946.0 0.0 0.0 5,633.6 0.0 156.2 4,158.4 5,899.9 0.0 0.0Page: 5

Site Number:7/17/2020 6:02:00 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

28 Iterations117 mph with No Ice

170.00 340.8 161.9 0.0 112.8 340.8 274.7 0.0 0.0175.00 349.8Appurtenance(s) 261.3 442.4 0.0 -1,769.7 95.0 0.0 188.0 792.2 544.4 0.0 0.0180.00 216.3 250.7 0.0 158.5 216.3 409.2 0.0 0.0183.00 79.7Appurtenance(s) 145.3 1,816.9 0.0 0.0 2,400.0 0.0 95.1 1,896.6 2,640.4 0.0 0.0Totals: 28,017.2 76,911.9 0.00 0.00

Page: 6

Site Number:7/17/2020 6:02:00 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

28 Iterations117 mph with No Ice

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -78.46 -30.68 -4,247.570.00 0.00 4,247.57 4,364.17 1,030.91 4,310.124,480.97 0.00 0.00 0.7495.00 -76.23 -30.56 -4,094.200.00 0.00 4,094.20 4,284.85 1,012.17 4,154.084,319.59 0.11 -0.20 0.74510.00 -73.68 -30.44 -3,941.410.00 0.00 3,941.41 4,205.53 993.43 4,000.914,161.17 0.42 -0.40 0.74015.00 -71.17 -30.31 -3,789.230.00 0.00 3,789.23 4,126.21 974.69 3,850.624,005.71 0.95 -0.60 0.73420.00 -68.71 -30.19 -3,637.700.00 0.00 3,637.70 4,046.89 955.96 3,703.213,853.21 1.68 -0.80 0.72822.50 -67.47 -30.12 -3,562.220.00 0.00 3,562.22 4,007.23 946.59 3,630.593,778.07 2.13 -0.91 0.72422.50 -67.47 -30.12 -3,562.220.00 0.00 3,562.22 4,007.23 946.59 3,630.593,778.07 2.13 -0.91 0.72425.00 -66.23 -30.04 -3,486.920.00 0.00 3,486.92 3,967.57 937.22 3,558.683,703.67 2.64 -1.01 0.72128.50 -64.55 -29.95 -3,381.780.00 0.00 3,381.78 3,912.04 924.10 3,459.223,600.75 3.44 -1.16 0.71530.00 -63.36 -29.85 -3,336.860.00 0.00 3,336.86 3,888.25 918.48 3,417.033,557.09 3.81 -1.23 0.70535.00 -59.56 -29.62 -3,187.610.00 0.00 3,187.61 3,899.62 921.17 3,437.163,577.93 5.21 -1.43 0.67840.00 -57.18 -29.43 -3,039.490.00 0.00 3,039.49 3,820.30 902.43 3,297.973,433.88 6.82 -1.64 0.66843.00 -55.76 -29.31 -2,951.190.00 0.00 2,951.19 3,772.71 891.19 3,215.843,348.87 7.89 -1.76 0.66243.00 -55.76 -29.31 -2,951.190.00 0.00 2,951.19 3,772.71 891.19 3,215.843,348.87 7.89 -1.76 0.66245.00 -54.79 -29.16 -2,892.570.00 0.00 2,892.57 3,740.98 883.70 3,161.663,292.79 8.65 -1.85 0.65850.00 -52.46 -28.89 -2,746.790.00 0.00 2,746.79 3,661.66 864.96 3,028.223,154.66 10.69 -2.05 0.64755.00 -50.17 -28.65 -2,602.350.00 0.00 2,602.35 3,582.34 846.22 2,897.663,019.50 12.94 -2.25 0.63558.00 -48.81 -28.49 -2,516.400.00 0.00 2,516.40 3,534.75 834.98 2,820.712,939.82 14.39 -2.37 0.62860.00 -47.51 -28.32 -2,459.420.00 0.00 2,459.42 3,503.02 827.49 2,769.982,887.29 15.40 -2.45 0.61663.50 -45.29 -28.11 -2,360.290.00 0.00 2,360.29 3,173.44 749.80 2,534.702,633.77 17.25 -2.60 0.59565.00 -44.67 -27.95 -2,318.120.00 0.00 2,318.12 3,152.76 744.75 2,501.022,598.36 18.08 -2.66 0.59070.00 -42.72 -27.65 -2,178.350.00 0.00 2,178.35 3,081.37 727.88 2,388.512,482.04 20.98 -2.89 0.57475.00 -40.81 -27.34 -2,040.080.00 0.00 2,040.08 3,009.98 711.02 2,278.592,368.38 24.13 -3.12 0.55780.00 -38.91 -27.00 -1,903.400.00 0.00 1,903.40 2,938.59 694.16 2,171.262,257.39 27.51 -3.34 0.53985.00 -37.06 -26.70 -1,768.380.00 0.00 1,768.38 2,867.21 677.29 2,066.522,149.06 31.13 -3.57 0.51988.00 -35.96 -26.51 -1,688.280.00 0.00 1,688.28 2,824.37 667.17 2,004.912,085.34 33.42 -3.70 0.50790.00 -34.94 -26.31 -1,635.260.00 0.00 1,635.26 2,795.82 660.43 1,964.362,043.40 34.99 -3.79 0.49293.00 -33.44 -26.08 -1,556.330.00 0.00 1,556.33 2,304.06 552.97 1,629.551,718.95 37.41 -3.92 0.53195.00 -32.74 -25.84 -1,504.180.00 0.00 1,504.18 2,286.90 547.35 1,600.831,684.19 39.07 -4.01 0.520100.00 -31.09 -25.52 -1,374.960.00 0.00 1,374.96 2,243.44 533.30 1,529.721,598.83 43.39 -4.23 0.489102.50 -30.26 -25.32 -1,311.160.00 0.00 1,311.16 2,221.40 526.27 1,494.551,556.98 45.63 -4.34 0.474102.50 -30.26 -25.32 -1,311.160.00 0.00 1,311.16 2,221.40 526.27 1,494.551,556.98 45.63 -4.34 0.893105.00 -29.58 -25.10 -1,247.870.00 0.00 1,247.87 2,198.14 519.25 1,458.971,515.69 47.93 -4.45 0.871110.00 -28.28 -24.80 -1,122.350.00 0.00 1,122.35 2,138.65 505.19 1,380.701,434.77 52.80 -4.85 0.829115.00 -27.05 -24.55 -998.350.00 0.00 998.35 2,079.16 491.14 1,304.591,356.07 58.09 -5.24 0.781116.50 -26.64 -24.41 -961.520.00 0.00 961.52 2,061.32 486.93 1,282.181,332.90 59.75 -5.35 0.765120.00 -25.46 -24.19 -876.100.00 0.00 876.10 2,019.67 477.09 1,230.641,279.60 63.77 -5.62 0.727121.00 -25.08 -24.03 -851.920.00 0.00 851.92 1,570.79 386.65 971.751,050.51 64.95 -5.69 0.897125.00 -24.23 -23.82 -755.800.00 0.00 755.80 1,545.06 377.66 933.411,002.21 69.84 -5.98 0.829126.00 -20.48 -19.13 -730.920.00 0.00 730.92 1,538.54 375.41 923.89990.31 71.09 -6.06 0.807130.00 -19.67 -18.80 -654.410.00 0.00 654.41 1,512.16 366.42 886.11943.44 76.30 -6.37 0.754135.00 -18.70 -18.40 -560.430.00 0.00 560.43 1,478.46 355.17 839.55886.44 83.16 -6.75 0.683140.00 -17.77 -17.98 -468.440.00 0.00 468.44 1,443.96 343.93 793.77831.22 90.40 -7.09 0.605Page: 7

Site Number:7/17/2020 6:02:01 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

28 Iterations117 mph with No Ice

145.00 -12.83 -13.52 -378.540.00 0.00 378.54 1,408.39 332.69 748.68777.78 97.98 -7.41 0.516149.00 -12.18 -13.25 -324.470.00 0.00 324.47 1,370.32 323.70 708.56736.30 104.27 -7.64 0.469150.00 -11.96 -13.10 -311.220.00 0.00 311.22 1,360.80 321.45 698.70726.11 105.87 -7.69 0.456152.50 -11.42 -12.84 -278.480.00 0.00 278.48 947.27 241.09 487.59544.55 109.92 -7.83 0.586155.00 -11.07 -12.52 -246.380.00 0.00 246.38 936.35 236.87 473.48525.67 114.04 -7.95 0.535160.00 -10.40 -12.05 -183.790.00 0.00 183.79 913.91 228.44 445.55488.92 122.50 -8.23 0.427165.00 -9.75 -11.68 -123.540.00 0.00 123.54 890.67 220.01 418.07453.50 131.21 -8.45 0.309167.00 -4.52 -6.70 -100.180.00 0.00 100.18 881.14 216.64 407.21439.70 134.75 -8.52 0.252170.00 -4.29 -6.33 -80.070.00 0.00 80.07 866.62 211.58 391.06419.41 140.11 -8.61 0.211175.00 -3.86 -5.48 -48.400.00 0.00 48.40 841.76 203.15 364.58386.65 149.15 -8.72 0.138180.00 -3.49 -5.20 -21.020.00 0.00 21.02 816.11 194.71 338.67355.22 158.30 -8.79 0.067183.00 0.00 -4.61 -5.420.00 0.00 5.42 800.33 189.66 323.41337.01 163.81 -8.81 0.017

Page: 8

Site Number:7/17/2020 6:02:01 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 0.9D + 1.0WGust Response Factor : 1.10Dead Load Factor : 0.90Wind Load Factor : 1.00

27 Iterations117 mph with No Ice (Reduced DL)

SegElev(ft)

MY(lb-ft) (lb-ft)

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 190.0 0.0 0.0 0.0 190.0 0.0 0.0 0.05.00 376.6 1,158.7 0.0 433.3 376.6 1,592.0 0.0 0.010.00 369.7 1,137.4 0.0 693.5 369.7 1,831.0 0.0 0.015.00 362.8 1,116.2 0.0 693.5 362.8 1,809.7 0.0 0.020.00 268.2 1,094.9 0.0 693.5 268.2 1,788.5 0.0 0.022.50 176.2Reinf. Top Reinf 539.5 0.0 346.8 176.2 886.3 0.0 0.025.00 209.0 534.2 0.0 346.8 209.0 881.0 0.0 0.028.50 174.0Bot - Section 2 738.9 0.0 485.5 174.0 1,224.4 0.0 0.030.00 230.1 634.3 0.0 208.1 230.1 842.3 0.0 0.035.00 358.6Top - Section 1 2,086.6 0.0 693.5 358.6 2,780.2 0.0 0.040.00 291.2 1,034.2 0.0 693.5 291.2 1,727.8 0.0 0.043.00 183.9Reinf. Top Reinf 610.3 0.0 416.1 183.9 1,026.5 0.0 0.045.00 259.8 402.6 0.0 277.4 259.8 680.1 0.0 0.050.00 373.3Appurtenance(s) 991.7 1.8 0.0 0.0 0.5 0.0 693.5 375.0 1,685.8 0.0 0.055.00 300.1 970.5 0.0 693.5 300.1 1,664.0 0.0 0.058.00 189.5Bot - Section 3 572.1 0.0 416.1 189.5 988.2 0.0 0.060.00 211.1 666.4 0.0 277.4 211.1 943.8 0.0 0.063.50 192.0Top - Section 2 1,151.8 0.0 485.5 192.0 1,637.3 0.0 0.065.00 249.5 211.9 0.0 208.1 249.5 420.0 0.0 0.070.00 383.3 696.0 0.0 693.5 383.3 1,389.5 0.0 0.075.00 383.3 680.0 0.0 693.5 383.3 1,373.6 0.0 0.080.00 385.6 664.1 0.0 693.5 385.6 1,357.6 0.0 0.085.00 310.7 648.2 0.0 693.5 310.7 1,341.7 0.0 0.088.00 196.8Bot - Section 4 381.2 0.0 416.1 196.8 797.4 0.0 0.090.00 199.8 464.3 0.0 277.4 199.8 741.7 0.0 0.093.00 199.5Top - Section 3 687.7 0.0 416.1 199.5 1,103.8 0.0 0.095.00 278.8 208.0 0.0 277.4 278.8 485.4 0.0 0.0100.00 299.5 510.7 0.0 693.5 299.5 1,204.3 0.0 0.0102.50 200.6Reinf. Top 250.4 0.0 346.8 200.6 597.2 0.0 0.0105.00 302.2 247.1 0.0 196.5 302.2 443.5 0.0 0.0110.00 404.5 484.2 0.0 392.9 404.5 877.1 0.0 0.0115.00 263.8 470.9 0.0 392.9 263.8 863.8 0.0 0.0116.50 206.1Bot - Section 5 138.7 0.0 117.9 206.1 256.6 0.0 0.0120.00 186.6 578.8 0.0 275.1 186.6 853.9 0.0 0.0121.00 206.0Top - Section 4 163.2 0.0 78.6 206.0 241.8 0.0 0.0125.00 205.6 289.0 0.0 314.4 205.6 603.3 0.0 0.0126.00 206.3Appurtenance(s) 71.2 4,145.4 0.0 1,063.4 2,969.5 0.0 78.6 4,351.6 3,119.2 0.0 0.0130.00 372.1 280.5 0.0 274.4 372.1 554.8 0.0 0.0135.00 414.8 341.0 0.0 338.5 414.8 679.5 0.0 0.0140.00 416.2 330.4 0.0 338.5 416.2 668.9 0.0 0.0145.00 375.7Appurtenance(s) 319.8 3,496.5 0.0 0.0 3,398.4 0.0 338.5 3,872.1 4,056.7 0.0 0.0149.00 209.7Bot - Section 6 248.2 0.0 234.3 209.7 482.5 0.0 0.0150.00 148.9 107.5 0.0 58.6 148.9 166.1 0.0 0.0152.50 211.6Top - Section 5 265.5 0.0 146.4 211.6 412.0 0.0 0.0155.00 316.3 112.9 0.0 146.4 316.3 259.4 0.0 0.0160.00 422.7 219.9 0.0 292.9 422.7 512.8 0.0 0.0165.00 296.6 211.9 0.0 292.9 296.6 504.8 0.0 0.0167.00 212.4Appurtenance(s) 82.5 3,946.0 0.0 0.0 4,225.2 0.0 117.1 4,158.4 4,424.9 0.0 0.0Page: 9

Site Number:7/17/2020 6:02:09 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 0.9D + 1.0WGust Response Factor : 1.10Dead Load Factor : 0.90Wind Load Factor : 1.00

27 Iterations117 mph with No Ice (Reduced DL)

170.00 340.8 121.4 0.0 84.6 340.8 206.0 0.0 0.0175.00 349.8Appurtenance(s) 196.0 442.4 0.0 -1,769.7 71.3 0.0 141.0 792.2 408.3 0.0 0.0180.00 216.3 188.0 0.0 118.9 216.3 306.9 0.0 0.0183.00 79.7Appurtenance(s) 109.0 1,816.9 0.0 0.0 1,800.0 0.0 71.3 1,896.6 1,980.3 0.0 0.0Totals: 28,017.2 57,683.9 0.00 0.00

Page: 10

Site Number:7/17/2020 6:02:09 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 0.9D + 1.0WGust Response Factor : 1.10Dead Load Factor : 0.90Wind Load Factor : 1.00

27 Iterations117 mph with No Ice (Reduced DL)

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -58.83 -30.64 -4,156.420.00 0.00 4,156.42 4,364.17 1,030.91 4,310.124,480.97 0.00 0.00 0.7305.00 -57.14 -30.45 -4,003.230.00 0.00 4,003.23 4,284.85 1,012.17 4,154.084,319.59 0.10 -0.19 0.72510.00 -55.20 -30.26 -3,850.970.00 0.00 3,850.97 4,205.53 993.43 4,000.914,161.17 0.41 -0.39 0.72015.00 -53.29 -30.07 -3,699.660.00 0.00 3,699.66 4,126.21 974.69 3,850.624,005.71 0.92 -0.59 0.71420.00 -51.43 -29.92 -3,549.310.00 0.00 3,549.31 4,046.89 955.96 3,703.213,853.21 1.65 -0.79 0.70722.50 -50.49 -29.82 -3,474.520.00 0.00 3,474.52 4,007.23 946.59 3,630.593,778.07 2.09 -0.89 0.70422.50 -50.49 -29.82 -3,474.520.00 0.00 3,474.52 4,007.23 946.59 3,630.593,778.07 2.09 -0.89 0.70425.00 -49.55 -29.70 -3,399.990.00 0.00 3,399.99 3,967.57 937.22 3,558.683,703.67 2.58 -0.99 0.70028.50 -48.28 -29.59 -3,296.040.00 0.00 3,296.04 3,912.04 924.10 3,459.223,600.75 3.36 -1.13 0.69430.00 -47.37 -29.45 -3,251.660.00 0.00 3,251.66 3,888.25 918.48 3,417.033,557.09 3.72 -1.20 0.68435.00 -44.50 -29.19 -3,104.400.00 0.00 3,104.40 3,899.62 921.17 3,437.163,577.93 5.09 -1.40 0.65740.00 -42.70 -28.97 -2,958.470.00 0.00 2,958.47 3,820.30 902.43 3,297.973,433.88 6.66 -1.60 0.64843.00 -41.63 -28.83 -2,871.550.00 0.00 2,871.55 3,772.71 891.19 3,215.843,348.87 7.71 -1.72 0.64243.00 -41.63 -28.83 -2,871.550.00 0.00 2,871.55 3,772.71 891.19 3,215.843,348.87 7.71 -1.72 0.64245.00 -40.89 -28.65 -2,813.890.00 0.00 2,813.89 3,740.98 883.70 3,161.663,292.79 8.44 -1.80 0.63850.00 -39.12 -28.35 -2,670.660.00 0.00 2,670.66 3,661.66 864.96 3,028.223,154.66 10.43 -2.00 0.62755.00 -37.39 -28.09 -2,528.910.00 0.00 2,528.91 3,582.34 846.22 2,897.663,019.50 12.63 -2.19 0.61558.00 -36.36 -27.93 -2,444.630.00 0.00 2,444.63 3,534.75 834.98 2,820.712,939.82 14.04 -2.31 0.60760.00 -35.37 -27.75 -2,388.780.00 0.00 2,388.78 3,503.02 827.49 2,769.982,887.29 15.03 -2.39 0.59663.50 -33.70 -27.54 -2,291.670.00 0.00 2,291.67 3,173.44 749.80 2,534.702,633.77 16.83 -2.53 0.57565.00 -33.22 -27.36 -2,250.360.00 0.00 2,250.36 3,152.76 744.75 2,501.022,598.36 17.64 -2.59 0.57170.00 -31.75 -27.03 -2,113.580.00 0.00 2,113.58 3,081.37 727.88 2,388.512,482.04 20.47 -2.81 0.55575.00 -30.29 -26.70 -1,978.420.00 0.00 1,978.42 3,009.98 711.02 2,278.592,368.38 23.53 -3.03 0.53880.00 -28.86 -26.35 -1,844.950.00 0.00 1,844.95 2,938.59 694.16 2,171.262,257.39 26.83 -3.25 0.52085.00 -27.46 -26.04 -1,713.220.00 0.00 1,713.22 2,867.21 677.29 2,066.522,149.06 30.35 -3.47 0.50188.00 -26.63 -25.85 -1,635.100.00 0.00 1,635.10 2,824.37 667.17 2,004.912,085.34 32.57 -3.60 0.48990.00 -25.85 -25.65 -1,583.410.00 0.00 1,583.41 2,795.82 660.43 1,964.362,043.40 34.10 -3.69 0.47593.00 -24.72 -25.42 -1,506.470.00 0.00 1,506.47 2,304.06 552.97 1,629.551,718.95 36.46 -3.81 0.51295.00 -24.18 -25.17 -1,455.630.00 0.00 1,455.63 2,286.90 547.35 1,600.831,684.19 38.07 -3.90 0.501100.00 -22.93 -24.86 -1,329.760.00 0.00 1,329.76 2,243.44 533.30 1,529.721,598.83 42.27 -4.12 0.471102.50 -22.31 -24.65 -1,267.620.00 0.00 1,267.62 2,221.40 526.27 1,494.551,556.98 44.45 -4.22 0.456102.50 -22.31 -24.65 -1,267.620.00 0.00 1,267.62 2,221.40 526.27 1,494.551,556.98 44.45 -4.22 0.860105.00 -21.78 -24.41 -1,205.990.00 0.00 1,205.99 2,198.14 519.25 1,458.971,515.69 46.69 -4.33 0.839110.00 -20.78 -24.08 -1,083.920.00 0.00 1,083.92 2,138.65 505.19 1,380.701,434.77 51.43 -4.71 0.797115.00 -19.84 -23.83 -963.530.00 0.00 963.53 2,079.16 491.14 1,304.591,356.07 56.56 -5.09 0.750116.50 -19.53 -23.66 -927.790.00 0.00 927.79 2,061.32 486.93 1,282.181,332.90 58.17 -5.20 0.735120.00 -18.63 -23.45 -844.970.00 0.00 844.97 2,019.67 477.09 1,230.641,279.60 62.07 -5.45 0.698121.00 -18.34 -23.28 -821.530.00 0.00 821.53 1,570.79 386.65 971.751,050.51 63.22 -5.53 0.861125.00 -17.69 -23.07 -728.420.00 0.00 728.42 1,545.06 377.66 933.411,002.21 67.96 -5.80 0.796126.00 -14.96 -18.47 -704.290.00 0.00 704.29 1,538.54 375.41 923.89990.31 69.18 -5.88 0.774130.00 -14.35 -18.13 -630.410.00 0.00 630.41 1,512.16 366.42 886.11943.44 74.23 -6.18 0.723135.00 -13.61 -17.72 -539.780.00 0.00 539.78 1,478.46 355.17 839.55886.44 80.89 -6.54 0.655140.00 -12.90 -17.30 -451.180.00 0.00 451.18 1,443.96 343.93 793.77831.22 87.91 -6.87 0.580Page: 11

Site Number:7/17/2020 6:02:09 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 0.9D + 1.0WGust Response Factor : 1.10Dead Load Factor : 0.90Wind Load Factor : 1.00

27 Iterations117 mph with No Ice (Reduced DL)

145.00 -9.29 -13.00 -364.670.00 0.00 364.67 1,408.39 332.69 748.68777.78 95.25 -7.18 0.495149.00 -8.81 -12.76 -312.660.00 0.00 312.66 1,370.32 323.70 708.56736.30 101.35 -7.40 0.449150.00 -8.64 -12.60 -299.900.00 0.00 299.90 1,360.80 321.45 698.70726.11 102.90 -7.45 0.437152.50 -8.23 -12.35 -268.400.00 0.00 268.40 947.27 241.09 487.59544.55 106.83 -7.58 0.562155.00 -7.98 -12.03 -237.510.00 0.00 237.51 936.35 236.87 473.48525.67 110.82 -7.70 0.513160.00 -7.48 -11.58 -177.340.00 0.00 177.34 913.91 228.44 445.55488.92 119.01 -7.97 0.409165.00 -6.99 -11.23 -119.460.00 0.00 119.46 890.67 220.01 418.07453.50 127.44 -8.18 0.296167.00 -3.20 -6.49 -97.000.00 0.00 97.00 881.14 216.64 407.21439.70 130.87 -8.25 0.243170.00 -3.03 -6.12 -77.540.00 0.00 77.54 866.62 211.58 391.06419.41 136.07 -8.33 0.203175.00 -2.74 -5.28 -46.930.00 0.00 46.93 841.76 203.15 364.58386.65 144.83 -8.45 0.133180.00 -2.46 -5.03 -20.500.00 0.00 20.50 816.11 194.71 338.67355.22 153.68 -8.51 0.064183.00 0.00 -4.61 -5.420.00 0.00 5.42 800.33 189.66 323.41337.01 159.02 -8.53 0.017

Page: 12

Site Number:7/17/2020 6:02:09 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

27 IterationsIce Importance Factor :1.00Ice Dead Load Factor :1.00

49 mph with 0.85 in Radial Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 55.7 0.0 0.0 0.0 55.7 0.0 0.0 0.05.00 110.6 1,744.1 0.0 617.6 110.6 2,361.7 0.0 0.010.00 108.9 1,735.2 0.0 1,086.3 108.9 2,821.5 0.0 0.015.00 107.0 1,714.3 0.0 1,094.8 107.0 2,809.1 0.0 0.020.00 79.2 1,689.4 0.0 1,100.8 79.2 2,790.2 0.0 0.022.50 52.1Reinf. Top Reinf 835.3 0.0 552.1 52.1 1,387.4 0.0 0.025.00 61.9 828.4 0.0 553.2 61.9 1,381.5 0.0 0.028.50 51.5Bot - Section 2 1,147.5 0.0 776.0 51.5 1,923.6 0.0 0.030.00 68.2 917.1 0.0 333.1 68.2 1,250.2 0.0 0.035.00 106.3Top - Section 1 3,018.0 0.0 1,112.3 106.3 4,130.3 0.0 0.040.00 86.4 1,613.5 0.0 1,115.2 86.4 2,728.7 0.0 0.043.00 54.6Reinf. Top Reinf 954.2 0.0 670.3 54.6 1,624.5 0.0 0.045.00 77.2 630.3 0.0 447.3 77.2 1,077.6 0.0 0.050.00 111.1Appurtenance(s) 1,552.9 1.2 0.0 0.0 2.2 0.0 1,119.9 112.2 2,675.0 0.0 0.055.00 89.4 1,522.0 0.0 1,122.0 89.4 2,644.0 0.0 0.058.00 56.5Bot - Section 3 898.9 0.0 674.1 56.5 1,573.0 0.0 0.060.00 62.9 980.5 0.0 449.8 62.9 1,430.3 0.0 0.063.50 57.3Top - Section 2 1,695.2 0.0 787.8 57.3 2,482.9 0.0 0.065.00 74.5 350.7 0.0 337.9 74.5 688.5 0.0 0.070.00 114.6 1,151.3 0.0 1,127.3 114.6 2,278.5 0.0 0.075.00 114.3 1,126.6 0.0 1,128.8 114.3 2,255.4 0.0 0.080.00 113.9 1,101.8 0.0 1,130.3 113.9 2,232.0 0.0 0.085.00 90.7 1,076.8 0.0 1,131.6 90.7 2,208.4 0.0 0.088.00 56.8Bot - Section 4 634.7 0.0 679.6 56.8 1,314.3 0.0 0.090.00 57.2 704.2 0.0 453.3 57.2 1,157.5 0.0 0.093.00 57.0Top - Section 3 1,043.1 0.0 680.4 57.0 1,723.4 0.0 0.095.00 79.2 360.9 0.0 453.8 79.2 814.7 0.0 0.0100.00 84.5 885.4 0.0 1,135.3 84.5 2,020.7 0.0 0.0102.50 55.9Reinf. Top 435.1 0.0 568.1 55.9 1,003.2 0.0 0.0105.00 83.2 429.7 0.0 368.0 83.2 797.6 0.0 0.0110.00 109.9 841.5 0.0 736.8 109.9 1,578.3 0.0 0.0115.00 70.8 819.5 0.0 693.6 70.8 1,513.1 0.0 0.0116.50 54.4Bot - Section 5 242.1 0.0 205.7 54.4 447.8 0.0 0.0120.00 49.0 905.0 0.0 480.2 49.0 1,385.3 0.0 0.0121.00 53.8Top - Section 4 255.6 0.0 137.3 53.8 392.9 0.0 0.0125.00 53.7 534.0 0.0 549.4 53.7 1,083.3 0.0 0.0126.00 53.0Appurtenance(s) 131.9 865.0 0.0 211.6 5,883.5 0.0 137.4 918.0 6,152.9 0.0 0.0130.00 94.4 519.0 0.0 479.5 94.4 998.5 0.0 0.0135.00 103.2 631.3 0.0 594.0 103.2 1,225.3 0.0 0.0140.00 101.2 612.4 0.0 594.6 101.2 1,207.0 0.0 0.0145.00 89.5Appurtenance(s) 593.5 768.2 0.0 0.0 6,284.7 0.0 595.1 857.7 7,473.3 0.0 0.0149.00 49.2Bot - Section 6 461.5 0.0 427.8 49.2 889.4 0.0 0.0150.00 34.3 176.3 0.0 107.0 34.3 283.3 0.0 0.0152.50 48.7Top - Section 5 435.2 0.0 267.6 48.7 702.8 0.0 0.0155.00 71.7 230.5 0.0 267.7 71.7 498.3 0.0 0.0160.00 93.9 448.0 1.4 535.8 95.3 983.9 0.0 0.0165.00 64.6 432.5 2.2 536.3 66.8 968.8 0.0 0.0167.00 45.2Appurtenance(s) 169.3 888.1 0.0 0.0 7,998.3 1.1 214.7 934.4 8,382.2 0.0 0.0Page: 13

Site Number:7/17/2020 6:02:17 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

27 IterationsIce Importance Factor :1.00Ice Dead Load Factor :1.00

49 mph with 0.85 in Radial Ice

170.00 70.9 248.9 1.9 183.8 72.8 432.7 0.0 0.0175.00 86.6Appurtenance(s) 401.1 97.1 0.0 -388.3 215.2 3.8 306.6 187.6 923.0 0.0 0.0180.00 67.7 385.4 0.0 232.7 67.7 618.2 0.0 0.0183.00 25.0Appurtenance(s) 224.4 405.7 0.0 0.0 3,018.5 0.0 139.8 430.7 3,382.6 0.0 0.0Totals: 6,905.20 97,108.5 0.00 0.00

Page: 14

Site Number:7/17/2020 6:02:17 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

27 IterationsIce Importance Factor :1.00Ice Dead Load Factor :1.00

49 mph with 0.85 in Radial Ice

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -100.30 -7.43 -1,017.390.00 0.00 1,017.39 4,364.17 1,030.91 4,310.124,480.97 0.00 0.00 0.1945.00 -97.93 -7.40 -980.260.00 0.00 980.26 4,284.85 1,012.17 4,154.084,319.59 0.03 -0.05 0.19310.00 -95.10 -7.36 -943.280.00 0.00 943.28 4,205.53 993.43 4,000.914,161.17 0.10 -0.10 0.19115.00 -92.29 -7.33 -906.460.00 0.00 906.46 4,126.21 974.69 3,850.624,005.71 0.23 -0.14 0.19020.00 -89.49 -7.30 -869.810.00 0.00 869.81 4,046.89 955.96 3,703.213,853.21 0.40 -0.19 0.18822.50 -88.10 -7.28 -851.560.00 0.00 851.56 4,007.23 946.59 3,630.593,778.07 0.51 -0.22 0.18722.50 -88.10 -7.28 -851.560.00 0.00 851.56 4,007.23 946.59 3,630.593,778.07 0.51 -0.22 0.18725.00 -86.72 -7.26 -833.360.00 0.00 833.36 3,967.57 937.22 3,558.683,703.67 0.63 -0.24 0.18628.50 -84.79 -7.24 -807.950.00 0.00 807.95 3,912.04 924.10 3,459.223,600.75 0.82 -0.28 0.18530.00 -83.54 -7.21 -797.100.00 0.00 797.10 3,888.25 918.48 3,417.033,557.09 0.91 -0.29 0.18235.00 -79.40 -7.15 -761.050.00 0.00 761.05 3,899.62 921.17 3,437.163,577.93 1.25 -0.34 0.17540.00 -76.67 -7.10 -725.310.00 0.00 725.31 3,820.30 902.43 3,297.973,433.88 1.63 -0.39 0.17243.00 -75.04 -7.06 -704.010.00 0.00 704.01 3,772.71 891.19 3,215.843,348.87 1.89 -0.42 0.17043.00 -75.04 -7.06 -704.010.00 0.00 704.01 3,772.71 891.19 3,215.843,348.87 1.89 -0.42 0.17045.00 -73.96 -7.02 -689.890.00 0.00 689.89 3,740.98 883.70 3,161.663,292.79 2.07 -0.44 0.16950.00 -71.28 -6.95 -654.780.00 0.00 654.78 3,661.66 864.96 3,028.223,154.66 2.56 -0.49 0.16655.00 -68.63 -6.88 -620.040.00 0.00 620.04 3,582.34 846.22 2,897.663,019.50 3.09 -0.54 0.16358.00 -67.06 -6.84 -599.400.00 0.00 599.40 3,534.75 834.98 2,820.712,939.82 3.44 -0.57 0.16160.00 -65.62 -6.79 -585.720.00 0.00 585.72 3,503.02 827.49 2,769.982,887.29 3.68 -0.59 0.15863.50 -63.14 -6.73 -561.960.00 0.00 561.96 3,173.44 749.80 2,534.702,633.77 4.13 -0.62 0.15365.00 -62.45 -6.69 -551.860.00 0.00 551.86 3,152.76 744.75 2,501.022,598.36 4.32 -0.63 0.15270.00 -60.16 -6.61 -518.410.00 0.00 518.41 3,081.37 727.88 2,388.512,482.04 5.02 -0.69 0.14875.00 -57.90 -6.52 -485.370.00 0.00 485.37 3,009.98 711.02 2,278.592,368.38 5.77 -0.74 0.14380.00 -55.67 -6.43 -452.780.00 0.00 452.78 2,938.59 694.16 2,171.262,257.39 6.58 -0.80 0.13985.00 -53.46 -6.34 -420.640.00 0.00 420.64 2,867.21 677.29 2,066.522,149.06 7.44 -0.85 0.13488.00 -52.14 -6.29 -401.610.00 0.00 401.61 2,824.37 667.17 2,004.912,085.34 7.98 -0.88 0.13190.00 -50.98 -6.24 -389.030.00 0.00 389.03 2,795.82 660.43 1,964.362,043.40 8.36 -0.90 0.12793.00 -49.26 -6.18 -370.310.00 0.00 370.31 2,304.06 552.97 1,629.551,718.95 8.94 -0.94 0.13795.00 -48.44 -6.12 -357.950.00 0.00 357.95 2,286.90 547.35 1,600.831,684.19 9.33 -0.96 0.134100.00 -46.41 -6.03 -327.370.00 0.00 327.37 2,243.44 533.30 1,529.721,598.83 10.36 -1.01 0.127102.50 -45.41 -5.98 -312.300.00 0.00 312.30 2,221.40 526.27 1,494.551,556.98 10.90 -1.04 0.123102.50 -45.41 -5.98 -312.300.00 0.00 312.30 2,221.40 526.27 1,494.551,556.98 10.90 -1.04 0.230105.00 -44.61 -5.93 -297.360.00 0.00 297.36 2,198.14 519.25 1,458.971,515.69 11.45 -1.06 0.224110.00 -43.02 -5.86 -267.730.00 0.00 267.73 2,138.65 505.19 1,380.701,434.77 12.61 -1.16 0.214115.00 -41.51 -5.80 -238.450.00 0.00 238.45 2,079.16 491.14 1,304.591,356.07 13.87 -1.25 0.203116.50 -41.05 -5.77 -229.760.00 0.00 229.76 2,061.32 486.93 1,282.181,332.90 14.27 -1.28 0.199120.00 -39.67 -5.71 -209.580.00 0.00 209.58 2,019.67 477.09 1,230.641,279.60 15.23 -1.34 0.190121.00 -39.27 -5.68 -203.870.00 0.00 203.87 1,570.79 386.65 971.751,050.51 15.51 -1.36 0.235125.00 -38.18 -5.63 -181.150.00 0.00 181.15 1,545.06 377.66 933.411,002.21 16.68 -1.43 0.219126.00 -32.05 -4.58 -175.310.00 0.00 175.31 1,538.54 375.41 923.89990.31 16.98 -1.45 0.211130.00 -31.05 -4.51 -156.980.00 0.00 156.98 1,512.16 366.42 886.11943.44 18.23 -1.52 0.198135.00 -29.82 -4.42 -134.450.00 0.00 134.45 1,478.46 355.17 839.55886.44 19.87 -1.61 0.180140.00 -28.61 -4.32 -112.370.00 0.00 112.37 1,443.96 343.93 793.77831.22 21.60 -1.69 0.162Page: 15

Site Number:7/17/2020 6:02:17 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

27 IterationsIce Importance Factor :1.00Ice Dead Load Factor :1.00

49 mph with 0.85 in Radial Ice

145.00 -21.16 -3.26 -90.770.00 0.00 90.77 1,408.39 332.69 748.68777.78 23.41 -1.77 0.136149.00 -20.28 -3.19 -77.730.00 0.00 77.73 1,370.32 323.70 708.56736.30 24.92 -1.82 0.125150.00 -19.99 -3.16 -74.540.00 0.00 74.54 1,360.80 321.45 698.70726.11 25.30 -1.84 0.121152.50 -19.29 -3.10 -66.640.00 0.00 66.64 947.27 241.09 487.59544.55 26.27 -1.87 0.157155.00 -18.79 -3.03 -58.890.00 0.00 58.89 936.35 236.87 473.48525.67 27.26 -1.90 0.145160.00 -17.81 -2.92 -43.760.00 0.00 43.76 913.91 228.44 445.55488.92 29.29 -1.97 0.118165.00 -16.84 -2.83 -29.180.00 0.00 29.18 890.67 220.01 418.07453.50 31.37 -2.02 0.089167.00 -8.50 -1.60 -23.530.00 0.00 23.53 881.14 216.64 407.21439.70 32.22 -2.03 0.067170.00 -8.07 -1.51 -18.730.00 0.00 18.73 866.62 211.58 391.06419.41 33.51 -2.05 0.057175.00 -7.15 -1.30 -11.170.00 0.00 11.17 841.76 203.15 364.58386.65 35.67 -2.08 0.039180.00 -6.53 -1.21 -4.690.00 0.00 4.69 816.11 194.71 338.67355.22 37.86 -2.10 0.022183.00 0.00 -0.97 -1.070.00 0.00 1.07 800.33 189.66 323.41337.01 39.18 -2.10 0.003

Page: 16

Site Number:7/17/2020 6:02:17 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.0D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.00Wind Load Factor : 1.00

26 IterationsServiceability 60 mph

SegElev(ft)

MY(lb-ft) (lb-ft)

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 44.7 0.0 0.0 0.0 44.7 0.0 0.0 0.05.00 88.6 1,287.4 0.0 481.5 88.6 1,768.9 0.0 0.010.00 87.0 1,263.8 0.0 770.6 87.0 2,034.4 0.0 0.015.00 85.4 1,240.2 0.0 770.6 85.4 2,010.8 0.0 0.020.00 63.1 1,216.6 0.0 770.6 63.1 1,987.2 0.0 0.022.50 41.5Reinf. Top Reinf 599.4 0.0 385.3 41.5 984.7 0.0 0.025.00 49.2 593.5 0.0 385.3 49.2 978.8 0.0 0.028.50 40.9Bot - Section 2 821.0 0.0 539.4 40.9 1,360.5 0.0 0.030.00 54.1 704.8 0.0 231.2 54.1 935.9 0.0 0.035.00 84.4Top - Section 1 2,318.5 0.0 770.6 84.4 3,089.1 0.0 0.040.00 68.5 1,149.1 0.0 770.6 68.5 1,919.7 0.0 0.043.00 43.3Reinf. Top Reinf 678.1 0.0 462.4 43.3 1,140.5 0.0 0.045.00 61.1 447.4 0.0 308.2 61.1 755.6 0.0 0.050.00 87.8Appurtenance(s) 1,101.9 0.4 0.0 0.0 0.6 0.0 770.6 88.2 1,873.1 0.0 0.055.00 70.6 1,078.3 0.0 770.6 70.6 1,848.9 0.0 0.058.00 44.6Bot - Section 3 635.6 0.0 462.4 44.6 1,098.0 0.0 0.060.00 49.7 740.4 0.0 308.2 49.7 1,048.6 0.0 0.063.50 45.2Top - Section 2 1,279.8 0.0 539.4 45.2 1,819.2 0.0 0.065.00 58.7 235.4 0.0 231.2 58.7 466.6 0.0 0.070.00 90.2 773.3 0.0 770.6 90.2 1,543.9 0.0 0.075.00 90.2 755.6 0.0 770.6 90.2 1,526.2 0.0 0.080.00 90.7 737.9 0.0 770.6 90.7 1,508.5 0.0 0.085.00 73.1 720.2 0.0 770.6 73.1 1,490.8 0.0 0.088.00 46.3Bot - Section 4 423.6 0.0 462.4 46.3 886.0 0.0 0.090.00 47.0 515.9 0.0 308.2 47.0 824.1 0.0 0.093.00 46.9Top - Section 3 764.1 0.0 462.4 46.9 1,226.4 0.0 0.095.00 65.6 231.1 0.0 308.2 65.6 539.4 0.0 0.0100.00 70.5 567.5 0.0 770.6 70.5 1,338.1 0.0 0.0102.50 47.2Reinf. Top 278.2 0.0 385.3 47.2 663.5 0.0 0.0105.00 71.1 274.5 0.0 218.3 71.1 492.8 0.0 0.0110.00 95.2 538.0 0.0 436.6 95.2 974.6 0.0 0.0115.00 62.1 523.2 0.0 436.6 62.1 959.8 0.0 0.0116.50 48.5Bot - Section 5 154.1 0.0 131.0 48.5 285.1 0.0 0.0120.00 43.9 643.2 0.0 305.6 43.9 948.8 0.0 0.0121.00 48.5Top - Section 4 181.4 0.0 87.3 48.5 268.7 0.0 0.0125.00 48.4 321.1 0.0 349.3 48.4 670.4 0.0 0.0126.00 48.5Appurtenance(s) 79.1 975.4 0.0 250.2 3,299.4 0.0 87.3 1,024.0 3,465.8 0.0 0.0130.00 87.6 311.6 0.0 304.8 87.6 616.5 0.0 0.0135.00 97.6 378.9 0.0 376.1 97.6 755.0 0.0 0.0140.00 97.9 367.1 0.0 376.1 97.9 743.2 0.0 0.0145.00 88.4Appurtenance(s) 355.3 822.7 0.0 0.0 3,776.0 0.0 376.1 911.1 4,507.4 0.0 0.0149.00 49.3Bot - Section 6 275.7 0.0 260.3 49.3 536.1 0.0 0.0150.00 35.0 119.5 0.0 65.1 35.0 184.5 0.0 0.0152.50 49.8Top - Section 5 295.0 0.0 162.7 49.8 457.7 0.0 0.0155.00 74.4 125.5 0.0 162.7 74.4 288.2 0.0 0.0160.00 99.5 244.3 0.0 325.4 99.5 569.7 0.0 0.0165.00 69.8 235.5 0.0 325.4 69.8 560.9 0.0 0.0167.00 50.0Appurtenance(s) 91.7 928.5 0.0 0.0 4,694.7 0.0 130.2 978.5 4,916.6 0.0 0.0Page: 17

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.0D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.00Wind Load Factor : 1.00

26 IterationsServiceability 60 mph

170.00 80.2 134.9 0.0 94.0 80.2 228.9 0.0 0.0175.00 82.3Appurtenance(s) 217.8 104.1 0.0 -416.4 79.2 0.0 156.7 186.4 453.7 0.0 0.0180.00 50.9 208.9 0.0 132.1 50.9 341.0 0.0 0.0183.00 18.8Appurtenance(s) 121.1 427.5 0.0 0.0 2,000.0 0.0 79.3 446.3 2,200.4 0.0 0.0Totals: 6,592.53 64,093.2 0.00 0.00

Page: 18

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.0D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.00Wind Load Factor : 1.00

26 IterationsServiceability 60 mph

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -65.42 -7.21 -987.410.00 0.00 987.41 4,364.17 1,030.91 4,310.124,480.97 0.00 0.00 0.1835.00 -63.65 -7.17 -951.350.00 0.00 951.35 4,284.85 1,012.17 4,154.084,319.59 0.02 -0.05 0.18110.00 -61.61 -7.13 -915.480.00 0.00 915.48 4,205.53 993.43 4,000.914,161.17 0.10 -0.09 0.18015.00 -59.59 -7.09 -879.810.00 0.00 879.81 4,126.21 974.69 3,850.624,005.71 0.22 -0.14 0.17820.00 -57.60 -7.06 -844.340.00 0.00 844.34 4,046.89 955.96 3,703.213,853.21 0.39 -0.19 0.17722.50 -56.61 -7.04 -826.690.00 0.00 826.69 4,007.23 946.59 3,630.593,778.07 0.50 -0.21 0.17622.50 -56.61 -7.04 -826.690.00 0.00 826.69 4,007.23 946.59 3,630.593,778.07 0.50 -0.21 0.17625.00 -55.63 -7.02 -809.090.00 0.00 809.09 3,967.57 937.22 3,558.683,703.67 0.61 -0.24 0.17528.50 -54.27 -6.99 -784.540.00 0.00 784.54 3,912.04 924.10 3,459.223,600.75 0.80 -0.27 0.17430.00 -53.33 -6.96 -774.050.00 0.00 774.05 3,888.25 918.48 3,417.033,557.09 0.89 -0.28 0.17135.00 -50.23 -6.90 -739.240.00 0.00 739.24 3,899.62 921.17 3,437.163,577.93 1.21 -0.33 0.16440.00 -48.31 -6.86 -704.720.00 0.00 704.72 3,820.30 902.43 3,297.973,433.88 1.58 -0.38 0.16243.00 -47.17 -6.82 -684.150.00 0.00 684.15 3,772.71 891.19 3,215.843,348.87 1.83 -0.41 0.16043.00 -47.17 -6.82 -684.150.00 0.00 684.15 3,772.71 891.19 3,215.843,348.87 1.83 -0.41 0.16045.00 -46.41 -6.78 -670.500.00 0.00 670.50 3,740.98 883.70 3,161.663,292.79 2.01 -0.43 0.15950.00 -44.53 -6.72 -636.580.00 0.00 636.58 3,661.66 864.96 3,028.223,154.66 2.48 -0.47 0.15755.00 -42.68 -6.66 -603.000.00 0.00 603.00 3,582.34 846.22 2,897.663,019.50 3.00 -0.52 0.15458.00 -41.58 -6.62 -583.020.00 0.00 583.02 3,534.75 834.98 2,820.712,939.82 3.34 -0.55 0.15260.00 -40.53 -6.58 -569.780.00 0.00 569.78 3,503.02 827.49 2,769.982,887.29 3.58 -0.57 0.14963.50 -38.71 -6.53 -546.750.00 0.00 546.75 3,173.44 749.80 2,534.702,633.77 4.01 -0.60 0.14465.00 -38.24 -6.49 -536.960.00 0.00 536.96 3,152.76 744.75 2,501.022,598.36 4.20 -0.62 0.14370.00 -36.69 -6.42 -504.500.00 0.00 504.50 3,081.37 727.88 2,388.512,482.04 4.87 -0.67 0.13975.00 -35.16 -6.34 -472.420.00 0.00 472.42 3,009.98 711.02 2,278.592,368.38 5.60 -0.72 0.13580.00 -33.64 -6.26 -440.720.00 0.00 440.72 2,938.59 694.16 2,171.262,257.39 6.39 -0.78 0.13085.00 -32.15 -6.19 -409.410.00 0.00 409.41 2,867.21 677.29 2,066.522,149.06 7.23 -0.83 0.12688.00 -31.26 -6.15 -390.840.00 0.00 390.84 2,824.37 667.17 2,004.912,085.34 7.76 -0.86 0.12390.00 -30.44 -6.10 -378.550.00 0.00 378.55 2,795.82 660.43 1,964.362,043.40 8.12 -0.88 0.11993.00 -29.21 -6.05 -360.260.00 0.00 360.26 2,304.06 552.97 1,629.551,718.95 8.68 -0.91 0.12895.00 -28.66 -5.99 -348.170.00 0.00 348.17 2,286.90 547.35 1,600.831,684.19 9.07 -0.93 0.126100.00 -27.32 -5.92 -318.220.00 0.00 318.22 2,243.44 533.30 1,529.721,598.83 10.07 -0.98 0.118102.50 -26.66 -5.87 -303.430.00 0.00 303.43 2,221.40 526.27 1,494.551,556.98 10.59 -1.01 0.115102.50 -26.66 -5.87 -303.430.00 0.00 303.43 2,221.40 526.27 1,494.551,556.98 10.59 -1.01 0.215105.00 -26.16 -5.82 -288.760.00 0.00 288.76 2,198.14 519.25 1,458.971,515.69 11.12 -1.03 0.210110.00 -25.18 -5.74 -259.680.00 0.00 259.68 2,138.65 505.19 1,380.701,434.77 12.25 -1.12 0.200115.00 -24.22 -5.68 -230.970.00 0.00 230.97 2,079.16 491.14 1,304.591,356.07 13.48 -1.21 0.189116.50 -23.93 -5.65 -222.440.00 0.00 222.44 2,061.32 486.93 1,282.181,332.90 13.87 -1.24 0.185120.00 -22.98 -5.60 -202.670.00 0.00 202.67 2,019.67 477.09 1,230.641,279.60 14.80 -1.30 0.176121.00 -22.70 -5.56 -197.070.00 0.00 197.07 1,570.79 386.65 971.751,050.51 15.07 -1.32 0.217125.00 -22.03 -5.51 -174.830.00 0.00 174.83 1,545.06 377.66 933.411,002.21 16.21 -1.38 0.202126.00 -18.59 -4.42 -169.070.00 0.00 169.07 1,538.54 375.41 923.89990.31 16.50 -1.40 0.195130.00 -17.97 -4.34 -151.380.00 0.00 151.38 1,512.16 366.42 886.11943.44 17.71 -1.48 0.183135.00 -17.21 -4.25 -129.670.00 0.00 129.67 1,478.46 355.17 839.55886.44 19.30 -1.56 0.166140.00 -16.46 -4.15 -108.420.00 0.00 108.42 1,443.96 343.93 793.77831.22 20.98 -1.64 0.148Page: 19

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILELoad Case: 1.0D + 1.0WGust Response Factor : 1.10Dead Load Factor : 1.00Wind Load Factor : 1.00

26 IterationsServiceability 60 mph

145.00 -11.98 -3.12 -87.660.00 0.00 87.66 1,408.39 332.69 748.68777.78 22.74 -1.72 0.126149.00 -11.45 -3.06 -75.160.00 0.00 75.16 1,370.32 323.70 708.56736.30 24.20 -1.77 0.115150.00 -11.26 -3.03 -72.100.00 0.00 72.10 1,360.80 321.45 698.70726.11 24.57 -1.78 0.112152.50 -10.80 -2.97 -64.530.00 0.00 64.53 947.27 241.09 487.59544.55 25.51 -1.81 0.144155.00 -10.52 -2.89 -57.110.00 0.00 57.11 936.35 236.87 473.48525.67 26.47 -1.84 0.132160.00 -9.95 -2.79 -42.630.00 0.00 42.63 913.91 228.44 445.55488.92 28.44 -1.91 0.107165.00 -9.39 -2.70 -28.700.00 0.00 28.70 890.67 220.01 418.07453.50 30.46 -1.96 0.079167.00 -4.51 -1.56 -23.290.00 0.00 23.29 881.14 216.64 407.21439.70 31.28 -1.97 0.062170.00 -4.28 -1.47 -18.620.00 0.00 18.62 866.62 211.58 391.06419.41 32.53 -1.99 0.053175.00 -3.83 -1.27 -11.260.00 0.00 11.26 841.76 203.15 364.58386.65 34.63 -2.02 0.035180.00 -3.49 -1.21 -4.900.00 0.00 4.90 816.11 194.71 338.67355.22 36.76 -2.04 0.019183.00 0.00 -1.08 -1.280.00 0.00 1.28 800.33 189.66 323.41337.01 38.04 -2.04 0.004

Page: 20

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Equivalent Lateral Forces Method AnalysisSpectral Response Acceleration for Short Period (SSpectral Response Acceleration at 1.0 Second Period (SLong-Period Transition Period (TImportance Factor (ISite Coefficient FSite Coeffiecient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesign Spectral Response Acceleration at 1.0 Second Period (SSeismic Response Coefficient (CUpper Limit CLower Limit CPeriod based on Rayleigh Method (sec):Redundancy Factor (p):Seismic Force Distribution Exponent (k):Total Unfactored Dead Load:Seismic Base Shear (E):

0.200.05

61.001.602.401.500.210.080.030.030.033.371.002.00

65.431.96

):1

L):

):s

E):):

ds):d1):

s):ss

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

HorizontalForce(lb) (lb)

Vertical Force

Load Case 1.2D + 1.0Ev + 1.0Eh Seismic

zvx

51 2490.0096,600200 18181.5050 4240.01510,744341 29177.5049 4650.01611,143374 31172.5048 2840.0096,500229 18168.5047 2760.0096,114222 17166.0046 6970.02114,811561 41162.5045 7080.02014,133570 39157.5044 3580.0106,813288 19153.7543 5690.01510,471458 29151.2542 2290.0064,124185 11149.5041 6660.01611,584536 32147.0040 9090.02114,852731 41142.5039 9240.02014,051743 39137.5038 9380.01913,255755 36132.5037 7660.01410,100616 28128.0036 2070.0042,621166 7125.5035 8330.01410,142670 28123.0034 3340.0053,901269 11120.5033 1,1790.01913,267949 36118.2532 3540.0053,819285 10115.7531 1,1930.01712,147960 33112.5030 1,2110.01611,262975 31107.5029 6120.0075,305493 15103.7528 8250.0106,802664 19101.2527 1,6630.01812,7201,338 3597.50Page: 21

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE26 6700.0074,766539 1394.0025 1,5240.01410,2681,226 2891.5024 1,0240.0096,528824 1889.0023 1,1010.0096,629886 1886.5022 1,8530.01410,1471,491 2882.5021 1,8750.0139,0601,508 2577.5020 1,8970.0118,0221,526 2272.5019 1,9190.0107,0341,544 1967.5018 5800.0031,926467 564.2517 2,2610.0106,9371,819 1961.7516 1,3030.0053,6501,049 1059.0015 1,3640.0053,5051,098 1056.5014 2,2980.0075,0961,849 1452.5013 2,3270.0064,2251,873 1247.5012 9390.0021,463756 444.0011 1,4170.0031,9641,141 541.5010 2,3860.0042,7001,920 737.509 3,8390.0053,2633,089 932.508 1,1630.001801936 229.257 1,6910.0019731,360 326.756 1,2160.001552979 223.755 1,2240.001445985 121.254 2,4690.0016091,987 217.503 2,4990.0003142,011 112.502 2,5280.0001142,034 07.501 2,1980.000111,769 02.50DragonWave Horizon C 260.00171021 2183.00Alcatel-Lucent RRH2x 3940.01510,629317 29183.00Alcatel-Lucent 1900 2240.0086,028180 17183.00Decibel DB844H90E-XY 1040.0042,81384 8183.00Nokia 2.5G MAA - AAH 3860.01510,408311 29183.00Argus LLPX310R 1070.0042,87386 8183.00DragonWave A-ANT-18G 340.00190827 2183.00DragonWave A-ANT-18G 340.00190827 2183.00Andrew 844G65VTZASX 600.0021,60748 4183.00Commscope NNVV-65B-R 2890.0117,776232 21183.00Flat Platform w/ Han 2,4850.09466,9782,000 184183.00RFS APXV18-206517S-C 980.0032,42679 7175.00CCI TPX-070821 560.0021,25545 3167.00Kaelus DBCT108F1V92- 1040.0032,32683 6167.00Commscope WCS-IMFQ-A 370.00182330 2167.00Powerwave Allgon LGP 1050.0032,35985 6167.00Raycap DC6-48-60-18- 500.0021,11640 3167.00Raycap DC6-48-60-18- 400.00188732 2167.00Ericsson RRUS 4426 B 1800.0064,049145 11167.00Ericsson RRUS 4478 B 2230.0075,012180 14167.00Ericsson RRUS 4478 B 2230.0075,012180 14167.00Ericsson RRUS 11 (Ba 1640.0053,681132 10167.00Ericsson RRUS 32 B2 1980.0064,434159 12167.00Ericsson RRUS-32 (77 2870.0096,442231 18167.00Powerwave Allgon 777 1300.0042,928105 8167.00CCI OPA-65R-LCUU-H4 2120.0074,769171 13167.00Quintel QS66512-2 4140.0139,287333 25167.00Kathrein Scala 80010 3040.0106,827245 19167.00Generic Round Platfo 3,1070.09869,7232,500 191167.00Ericsson KRY 112 489 570.00197146 3145.00Ericsson RRUS 4415 B 1710.0042,901138 8145.00Ericsson Radio 4449 2800.0074,731225 13145.00Ericsson Air6449 B41 3880.0096,560312 18145.00Ericsson AIR 21, 1.3 3410.0085,771275 16145.00Ericsson AIR32 B66Aa 4930.0128,339397 23145.00RFS APXVAARR24_43-U- 4770.0118,067384 22145.00Round Platform w/ Ha 2,4850.05942,0502,000 115145.00RFS FDJ85020Q4-S1 880.0021,12471 3126.00

Page: 22

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILESamsung B5/B13 RRH-B 2620.0053,348211 9126.00Samsung B2/B66A RRH- 3150.0064,020253 11126.00RFS DB-T1-6Z-8AB-0Z 1090.0021,39788 4126.00Antel BXA-80063/6CF 560.00171045 2126.00Andrew HBXX-6517DS-A 1600.0032,048129 6126.00Commscope JAHH-45B-R 6250.0117,982503 22126.00Flat Platform w/ Han 2,4850.04431,7522,000 87126.00Thales PCS VP/360/2 10.00021 050.00

65,427 715,055 1.000 1,963 81,304

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

HorizontalForce(lb) (lb)

Vertical Force

Load Case 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL)

zvx

51 1720.0096,600200 18181.5050 2920.01510,744341 29177.5049 3210.01611,143374 31172.5048 1960.0096,500229 18168.5047 1900.0096,114222 17166.0046 4810.02114,811561 41162.5045 4880.02014,133570 39157.5044 2470.0106,813288 19153.7543 3920.01510,471458 29151.2542 1580.0064,124185 11149.5041 4600.01611,584536 32147.0040 6270.02114,852731 41142.5039 6370.02014,051743 39137.5038 6470.01913,255755 36132.5037 5290.01410,100616 28128.0036 1430.0042,621166 7125.5035 5750.01410,142670 28123.0034 2300.0053,901269 11120.5033 8130.01913,267949 36118.2532 2440.0053,819285 10115.7531 8230.01712,147960 33112.5030 8360.01611,262975 31107.5029 4230.0075,305493 15103.7528 5690.0106,802664 19101.2527 1,1470.01812,7201,338 3597.5026 4620.0074,766539 1394.0025 1,0510.01410,2681,226 2891.5024 7070.0096,528824 1889.0023 7600.0096,629886 1886.5022 1,2780.01410,1471,491 2882.5021 1,2930.0139,0601,508 2577.5020 1,3080.0118,0221,526 2272.5019 1,3240.0107,0341,544 1967.5018 4000.0031,926467 564.2517 1,5600.0106,9371,819 1961.7516 8990.0053,6501,049 1059.0015 9410.0053,5051,098 1056.5014 1,5850.0075,0961,849 1452.5013 1,6050.0064,2251,873 1247.5012 6480.0021,463756 444.0011 9780.0031,9641,141 541.5010 1,6460.0042,7001,920 737.509 2,6480.0053,2633,089 932.508 8020.001801936 229.257 1,1660.0019731,360 326.756 8390.001552979 223.755 8440.001445985 121.25Page: 23

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE4 1,7040.0016091,987 217.503 1,7240.0003142,011 112.502 1,7440.0001142,034 07.501 1,5170.000111,769 02.50DragonWave Horizon C 180.00171021 2183.00Alcatel-Lucent RRH2x 2720.01510,629317 29183.00Alcatel-Lucent 1900 1540.0086,028180 17183.00Decibel DB844H90E-XY 720.0042,81384 8183.00Nokia 2.5G MAA - AAH 2660.01510,408311 29183.00Argus LLPX310R 740.0042,87386 8183.00DragonWave A-ANT-18G 230.00190827 2183.00DragonWave A-ANT-18G 230.00190827 2183.00Andrew 844G65VTZASX 410.0021,60748 4183.00Commscope NNVV-65B-R 1990.0117,776232 21183.00Flat Platform w/ Han 1,7150.09466,9782,000 184183.00RFS APXV18-206517S-C 680.0032,42679 7175.00CCI TPX-070821 390.0021,25545 3167.00Kaelus DBCT108F1V92- 720.0032,32683 6167.00Commscope WCS-IMFQ-A 250.00182330 2167.00Powerwave Allgon LGP 730.0032,35985 6167.00Raycap DC6-48-60-18- 340.0021,11640 3167.00Raycap DC6-48-60-18- 270.00188732 2167.00Ericsson RRUS 4426 B 1240.0064,049145 11167.00Ericsson RRUS 4478 B 1540.0075,012180 14167.00Ericsson RRUS 4478 B 1540.0075,012180 14167.00Ericsson RRUS 11 (Ba 1130.0053,681132 10167.00Ericsson RRUS 32 B2 1360.0064,434159 12167.00Ericsson RRUS-32 (77 1980.0096,442231 18167.00Powerwave Allgon 777 900.0042,928105 8167.00CCI OPA-65R-LCUU-H4 1470.0074,769171 13167.00Quintel QS66512-2 2850.0139,287333 25167.00Kathrein Scala 80010 2100.0106,827245 19167.00Generic Round Platfo 2,1430.09869,7232,500 191167.00Ericsson KRY 112 489 400.00197146 3145.00Ericsson RRUS 4415 B 1180.0042,901138 8145.00Ericsson Radio 4449 1930.0074,731225 13145.00Ericsson Air6449 B41 2670.0096,560312 18145.00Ericsson AIR 21, 1.3 2350.0085,771275 16145.00Ericsson AIR32 B66Aa 3400.0128,339397 23145.00RFS APXVAARR24_43-U- 3290.0118,067384 22145.00Round Platform w/ Ha 1,7150.05942,0502,000 115145.00RFS FDJ85020Q4-S1 610.0021,12471 3126.00Samsung B5/B13 RRH-B 1810.0053,348211 9126.00Samsung B2/B66A RRH- 2170.0064,020253 11126.00RFS DB-T1-6Z-8AB-0Z 750.0021,39788 4126.00Antel BXA-80063/6CF 380.00171045 2126.00Andrew HBXX-6517DS-A 1110.0032,048129 6126.00Commscope JAHH-45B-R 4310.0117,982503 22126.00Flat Platform w/ Han 1,7150.04431,7522,000 87126.00Thales PCS VP/360/2 10.00021 050.00

65,427 715,055 1.000 1,963 56,093

Page: 24

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

1.2D + 1.0Ev + 1.0EhLoad Case Seismic

0.00 -79.11 -1.97 0.00 -298.89 0.00 298.89 4,364.17 1,030.91 4,480.97 4,310.12 0.00 0.00 0.0665.00 -76.58 -1.99 0.00 -289.03 0.00 289.03 4,284.85 1,012.17 4,319.59 4,154.08 0.01 -0.01 0.06610.00 -74.08 -2.01 0.00 -279.08 0.00 279.08 4,205.53 993.43 4,161.17 4,000.91 0.03 -0.03 0.06515.00 -71.61 -2.02 0.00 -269.05 0.00 269.05 4,126.21 974.69 4,005.71 3,850.62 0.07 -0.04 0.06520.00 -70.38 -2.03 0.00 -258.94 0.00 258.94 4,046.89 955.96 3,853.21 3,703.21 0.12 -0.06 0.06422.50 -69.17 -2.04 0.00 -253.86 0.00 253.86 4,007.23 946.59 3,778.07 3,630.59 0.15 -0.06 0.06422.50 -69.17 -2.04 0.00 -253.86 0.00 253.86 4,007.23 946.59 3,778.07 3,630.59 0.15 -0.06 0.06425.00 -67.48 -2.04 0.00 -248.76 0.00 248.76 3,967.57 937.22 3,703.67 3,558.68 0.19 -0.07 0.06428.50 -66.31 -2.05 0.00 -241.60 0.00 241.60 3,912.04 924.10 3,600.75 3,459.22 0.24 -0.08 0.06330.00 -62.47 -2.05 0.00 -238.53 0.00 238.53 3,888.25 918.48 3,557.09 3,417.03 0.27 -0.09 0.06235.00 -60.09 -2.05 0.00 -228.30 0.00 228.30 3,899.62 921.17 3,577.93 3,437.16 0.37 -0.10 0.06040.00 -58.67 -2.05 0.00 -218.05 0.00 218.05 3,820.30 902.43 3,433.88 3,297.97 0.48 -0.12 0.05943.00 -57.73 -2.06 0.00 -211.89 0.00 211.89 3,772.71 891.19 3,348.87 3,215.84 0.56 -0.13 0.05843.00 -57.73 -2.06 0.00 -211.89 0.00 211.89 3,772.71 891.19 3,348.87 3,215.84 0.56 -0.13 0.05845.00 -55.40 -2.05 0.00 -207.78 0.00 207.78 3,740.98 883.70 3,292.79 3,161.66 0.61 -0.13 0.05850.00 -53.10 -2.04 0.00 -197.54 0.00 197.54 3,661.66 864.96 3,154.66 3,028.22 0.76 -0.15 0.05755.00 -51.74 -2.04 0.00 -187.33 0.00 187.33 3,582.34 846.22 3,019.50 2,897.66 0.92 -0.16 0.05658.00 -50.44 -2.03 0.00 -181.21 0.00 181.21 3,534.75 834.98 2,939.82 2,820.71 1.02 -0.17 0.05560.00 -48.18 -2.01 0.00 -177.15 0.00 177.15 3,503.02 827.49 2,887.29 2,769.98 1.10 -0.18 0.05463.50 -47.60 -2.01 0.00 -170.10 0.00 170.10 3,173.44 749.80 2,633.77 2,534.70 1.23 -0.19 0.05365.00 -45.68 -1.99 0.00 -167.08 0.00 167.08 3,152.76 744.75 2,598.36 2,501.02 1.29 -0.19 0.05270.00 -43.78 -1.98 0.00 -157.11 0.00 157.11 3,081.37 727.88 2,482.04 2,388.51 1.49 -0.21 0.05175.00 -41.90 -1.96 0.00 -147.21 0.00 147.21 3,009.98 711.02 2,368.38 2,278.59 1.72 -0.22 0.04980.00 -40.05 -1.94 0.00 -137.42 0.00 137.42 2,938.59 694.16 2,257.39 2,171.26 1.96 -0.24 0.04785.00 -38.95 -1.92 0.00 -127.74 0.00 127.74 2,867.21 677.29 2,149.06 2,066.52 2.22 -0.26 0.04688.00 -37.93 -1.90 0.00 -121.98 0.00 121.98 2,824.37 667.17 2,085.34 2,004.91 2.38 -0.27 0.04590.00 -36.40 -1.87 0.00 -118.17 0.00 118.17 2,795.82 660.43 2,043.40 1,964.36 2.50 -0.27 0.04493.00 -35.73 -1.86 0.00 -112.55 0.00 112.55 2,304.06 552.97 1,718.95 1,629.55 2.67 -0.28 0.04795.00 -34.07 -1.83 0.00 -108.83 0.00 108.83 2,286.90 547.35 1,684.19 1,600.83 2.79 -0.29 0.046100.00 -33.24 -1.81 0.00 -99.70 0.00 99.70 2,243.44 533.30 1,598.83 1,529.72 3.10 -0.30 0.044102.50 -32.63 -1.80 0.00 -95.17 0.00 95.17 2,221.40 526.27 1,556.98 1,494.55 3.26 -0.31 0.043102.50 -32.63 -1.80 0.00 -95.17 0.00 95.17 2,221.40 526.27 1,556.98 1,494.55 3.26 -0.31 0.078105.00 -31.42 -1.77 0.00 -90.68 0.00 90.68 2,198.14 519.25 1,515.69 1,458.97 3.43 -0.32 0.076110.00 -30.23 -1.74 0.00 -81.83 0.00 81.83 2,138.65 505.19 1,434.77 1,380.70 3.78 -0.35 0.073115.00 -29.87 -1.74 0.00 -73.11 0.00 73.11 2,079.16 491.14 1,356.07 1,304.59 4.16 -0.38 0.070116.50 -28.69 -1.70 0.00 -70.50 0.00 70.50 2,061.32 486.93 1,332.90 1,282.18 4.28 -0.39 0.069120.00 -28.36 -1.70 0.00 -64.54 0.00 64.54 2,019.67 477.09 1,279.60 1,230.64 4.57 -0.40 0.066121.00 -27.53 -1.67 0.00 -62.84 0.00 62.84 1,570.79 386.65 1,050.51 971.75 4.65 -0.41 0.082125.00 -27.32 -1.67 0.00 -56.17 0.00 56.17 1,545.06 377.66 1,002.21 933.41 5.01 -0.43 0.078126.00 -22.45 -1.46 0.00 -54.50 0.00 54.50 1,538.54 375.41 990.31 923.89 5.10 -0.44 0.074130.00 -21.51 -1.43 0.00 -48.64 0.00 48.64 1,512.16 366.42 943.44 886.11 5.47 -0.46 0.069135.00 -20.59 -1.39 0.00 -41.49 0.00 41.49 1,478.46 355.17 886.44 839.55 5.97 -0.49 0.063140.00 -19.68 -1.35 0.00 -34.52 0.00 34.52 1,443.96 343.93 831.22 793.77 6.50 -0.51 0.057145.00 -14.33 -1.06 0.00 -27.75 0.00 27.75 1,408.39 332.69 777.78 748.68 7.05 -0.54 0.047149.00 -14.10 -1.05 0.00 -23.51 0.00 23.51 1,370.32 323.70 736.30 708.56 7.50 -0.55 0.043150.00 -13.53 -1.02 0.00 -22.46 0.00 22.46 1,360.80 321.45 726.11 698.70 7.62 -0.56 0.042152.50 -13.17 -1.00 0.00 -19.92 0.00 19.92 947.27 241.09 544.55 487.59 7.92 -0.57 0.055Page: 25

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE155.00 -12.46 -0.95 0.00 -17.43 0.00 17.43 936.35 236.87 525.67 473.48 8.22 -0.58 0.050160.00 -11.76 -0.91 0.00 -12.67 0.00 12.67 913.91 228.44 488.92 445.55 8.83 -0.60 0.041165.00 -11.49 -0.89 0.00 -8.12 0.00 8.12 890.67 220.01 453.50 418.07 9.46 -0.61 0.032167.00 -5.37 -0.45 0.00 -6.34 0.00 6.34 881.14 216.64 439.70 407.21 9.72 -0.62 0.022170.00 -4.91 -0.41 0.00 -4.99 0.00 4.99 866.62 211.58 419.41 391.06 10.11 -0.62 0.018175.00 -4.39 -0.37 0.00 -2.92 0.00 2.92 841.76 203.15 386.65 364.58 10.76 -0.63 0.013180.00 -4.14 -0.35 0.00 -1.06 0.00 1.06 816.11 194.71 355.22 338.67 11.42 -0.63 0.008183.00 0.00 -0.31 0.00 0.00 0.00 0.00 800.33 189.66 337.01 323.41 11.82 -0.63 0.000

Page: 26

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.9D - 1.0Ev + 1.0EhLoad Case Seismic (Reduced DL)

0.00 -54.58 -1.97 0.00 -290.82 0.00 290.82 4,364.17 1,030.91 4,480.97 4,310.12 0.00 0.00 0.0605.00 -52.83 -1.98 0.00 -280.98 0.00 280.98 4,284.85 1,012.17 4,319.59 4,154.08 0.01 -0.01 0.06010.00 -51.11 -1.99 0.00 -271.07 0.00 271.07 4,205.53 993.43 4,161.17 4,000.91 0.03 -0.03 0.05915.00 -49.40 -2.00 0.00 -261.12 0.00 261.12 4,126.21 974.69 4,005.71 3,850.62 0.06 -0.04 0.05920.00 -48.56 -2.01 0.00 -251.11 0.00 251.11 4,046.89 955.96 3,853.21 3,703.21 0.12 -0.06 0.05922.50 -47.72 -2.01 0.00 -246.09 0.00 246.09 4,007.23 946.59 3,778.07 3,630.59 0.15 -0.06 0.05822.50 -47.72 -2.01 0.00 -246.09 0.00 246.09 4,007.23 946.59 3,778.07 3,630.59 0.15 -0.06 0.05825.00 -46.55 -2.01 0.00 -241.06 0.00 241.06 3,967.57 937.22 3,703.67 3,558.68 0.18 -0.07 0.05828.50 -45.75 -2.02 0.00 -234.01 0.00 234.01 3,912.04 924.10 3,600.75 3,459.22 0.24 -0.08 0.05830.00 -43.10 -2.01 0.00 -230.98 0.00 230.98 3,888.25 918.48 3,557.09 3,417.03 0.26 -0.08 0.05635.00 -41.45 -2.01 0.00 -220.93 0.00 220.93 3,899.62 921.17 3,577.93 3,437.16 0.36 -0.10 0.05440.00 -40.48 -2.01 0.00 -210.87 0.00 210.87 3,820.30 902.43 3,433.88 3,297.97 0.47 -0.11 0.05443.00 -39.83 -2.01 0.00 -204.83 0.00 204.83 3,772.71 891.19 3,348.87 3,215.84 0.54 -0.12 0.05343.00 -39.83 -2.01 0.00 -204.83 0.00 204.83 3,772.71 891.19 3,348.87 3,215.84 0.54 -0.12 0.05345.00 -38.22 -2.00 0.00 -200.80 0.00 200.80 3,740.98 883.70 3,292.79 3,161.66 0.60 -0.13 0.05350.00 -36.64 -2.00 0.00 -190.78 0.00 190.78 3,661.66 864.96 3,154.66 3,028.22 0.74 -0.14 0.05255.00 -35.69 -1.99 0.00 -180.81 0.00 180.81 3,582.34 846.22 3,019.50 2,897.66 0.89 -0.16 0.05158.00 -34.80 -1.98 0.00 -174.84 0.00 174.84 3,534.75 834.98 2,939.82 2,820.71 0.99 -0.16 0.05060.00 -33.24 -1.96 0.00 -170.87 0.00 170.87 3,503.02 827.49 2,887.29 2,769.98 1.06 -0.17 0.04963.50 -32.84 -1.96 0.00 -164.00 0.00 164.00 3,173.44 749.80 2,633.77 2,534.70 1.19 -0.18 0.04865.00 -31.51 -1.94 0.00 -161.06 0.00 161.06 3,152.76 744.75 2,598.36 2,501.02 1.25 -0.18 0.04770.00 -30.20 -1.92 0.00 -151.35 0.00 151.35 3,081.37 727.88 2,482.04 2,388.51 1.45 -0.20 0.04675.00 -28.91 -1.90 0.00 -141.72 0.00 141.72 3,009.98 711.02 2,368.38 2,278.59 1.67 -0.22 0.04580.00 -27.63 -1.88 0.00 -132.21 0.00 132.21 2,938.59 694.16 2,257.39 2,171.26 1.90 -0.23 0.04385.00 -26.87 -1.86 0.00 -122.82 0.00 122.82 2,867.21 677.29 2,149.06 2,066.52 2.15 -0.25 0.04288.00 -26.16 -1.84 0.00 -117.23 0.00 117.23 2,824.37 667.17 2,085.34 2,004.91 2.31 -0.26 0.04190.00 -25.11 -1.82 0.00 -113.54 0.00 113.54 2,795.82 660.43 2,043.40 1,964.36 2.42 -0.26 0.04093.00 -24.65 -1.80 0.00 -108.10 0.00 108.10 2,304.06 552.97 1,718.95 1,629.55 2.59 -0.27 0.04395.00 -23.50 -1.77 0.00 -104.49 0.00 104.49 2,286.90 547.35 1,684.19 1,600.83 2.70 -0.28 0.042100.00 -22.93 -1.75 0.00 -95.66 0.00 95.66 2,243.44 533.30 1,598.83 1,529.72 3.00 -0.29 0.040102.50 -22.51 -1.74 0.00 -91.28 0.00 91.28 2,221.40 526.27 1,556.98 1,494.55 3.16 -0.30 0.039102.50 -22.51 -1.74 0.00 -91.28 0.00 91.28 2,221.40 526.27 1,556.98 1,494.55 3.16 -0.30 0.071105.00 -21.67 -1.71 0.00 -86.94 0.00 86.94 2,198.14 519.25 1,515.69 1,458.97 3.32 -0.31 0.069110.00 -20.85 -1.68 0.00 -78.40 0.00 78.40 2,138.65 505.19 1,434.77 1,380.70 3.65 -0.34 0.067115.00 -20.61 -1.67 0.00 -70.00 0.00 70.00 2,079.16 491.14 1,356.07 1,304.59 4.02 -0.36 0.064116.50 -19.79 -1.64 0.00 -67.49 0.00 67.49 2,061.32 486.93 1,332.90 1,282.18 4.14 -0.37 0.062120.00 -19.56 -1.63 0.00 -61.76 0.00 61.76 2,019.67 477.09 1,279.60 1,230.64 4.42 -0.39 0.060121.00 -18.99 -1.60 0.00 -60.13 0.00 60.13 1,570.79 386.65 1,050.51 971.75 4.50 -0.40 0.074125.00 -18.84 -1.60 0.00 -53.72 0.00 53.72 1,545.06 377.66 1,002.21 933.41 4.84 -0.42 0.070126.00 -15.49 -1.41 0.00 -52.12 0.00 52.12 1,538.54 375.41 990.31 923.89 4.93 -0.42 0.066130.00 -14.84 -1.37 0.00 -46.50 0.00 46.50 1,512.16 366.42 943.44 886.11 5.29 -0.44 0.062135.00 -14.20 -1.33 0.00 -39.65 0.00 39.65 1,478.46 355.17 886.44 839.55 5.77 -0.47 0.057140.00 -13.58 -1.29 0.00 -32.98 0.00 32.98 1,443.96 343.93 831.22 793.77 6.27 -0.49 0.051145.00 -9.88 -1.01 0.00 -26.52 0.00 26.52 1,408.39 332.69 777.78 748.68 6.80 -0.52 0.042149.00 -9.72 -1.00 0.00 -22.46 0.00 22.46 1,370.32 323.70 736.30 708.56 7.24 -0.53 0.039150.00 -9.33 -0.97 0.00 -21.46 0.00 21.46 1,360.80 321.45 726.11 698.70 7.36 -0.54 0.038152.50 -9.08 -0.95 0.00 -19.03 0.00 19.03 947.27 241.09 544.55 487.59 7.64 -0.55 0.049Page: 27

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE155.00 -8.59 -0.91 0.00 -16.65 0.00 16.65 936.35 236.87 525.67 473.48 7.93 -0.55 0.044160.00 -8.11 -0.87 0.00 -12.10 0.00 12.10 913.91 228.44 488.92 445.55 8.52 -0.57 0.036165.00 -7.92 -0.85 0.00 -7.76 0.00 7.76 890.67 220.01 453.50 418.07 9.13 -0.59 0.027167.00 -3.71 -0.43 0.00 -6.06 0.00 6.06 881.14 216.64 439.70 407.21 9.37 -0.59 0.019170.00 -3.39 -0.40 0.00 -4.77 0.00 4.77 866.62 211.58 419.41 391.06 9.75 -0.60 0.016175.00 -3.03 -0.36 0.00 -2.79 0.00 2.79 841.76 203.15 386.65 364.58 10.38 -0.60 0.011180.00 -2.85 -0.34 0.00 -1.01 0.00 1.01 816.11 194.71 355.22 338.67 11.01 -0.61 0.006183.00 0.00 -0.31 0.00 0.00 0.00 0.00 800.33 189.66 337.01 323.41 11.39 -0.61 0.000

Page: 28

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILEAnalysis Summary

Load Case (kips)FZShear Reactions AxialFY(kips) (ft-kips)MXMoment Elev(ft) RatioInteractionMax UsageShearFX(kips)

MomentMZ(ft-kips)MomentMY(ft-kips)

1.2D + 1.0W 30.68 0.00 78.46 0.00 0.00 4247.57 121.00 0.900.9D + 1.0W 30.64 0.00 58.83 0.00 0.00 4156.42 121.00 0.861.2D + 1.0Di + 1.0Wi 7.43 0.00 100.30 0.00 0.00 1017.39 121.00 0.241.2D + 1.0Ev + 1.0Eh 1.97 0.00 79.11 0.00 0.00 298.89 121.00 0.080.9D - 1.0Ev + 1.0Eh 1.97 0.00 54.58 0.00 0.00 290.82 121.00 0.071.0D + 1.0W 7.21 0.00 65.42 0.00 0.00 987.41 121.00 0.22

Page: 29

Site Number:7/17/2020 6:02:25 AM

Code:302535Site Name: Milford CT 2, CT

Customer: T-MOBILE

phiPn(kip)

Pu(kip)

phiVn

Additional Steel Summary

(ft)ToElev

MemberApplied(kips) (kips)

VQ/I(lb/in)

ShearRatio

Max MemberIntermediate Connectors

ShearElevFrom(ft) Ratio0.00 22.50 (4) SOL-#20 All Thread Bar 160.4 3.2 16.8 236.8 343.1 0.6900.19122.50 43.00 (4) SOL-#20 All Thread Bar 174.0 3.1 16.8 231.3 345.0 0.6700.18643.00 102.50 (4) SOL-#20 All Thread Bar 298.2 8.9 16.8 229.9 330.5 0.6960.532

Upper TerminationConnectorsMQ/I phiVn

(kips) (kips) ReqdNum

ActualNum

(kips)MQ/I

(kips)phiVn

ReqdNum

ActualNumConnectors

Lower Termination

RatioRatioElev ElevFrom To(ft) (ft) Member0.00 22.50 (4) SOL-#20 All Thread Bar 0.0 12.0 0 0 0.0 12.0 0 00.000 0.00022.50 43.00 (4) SOL-#20 All Thread Bar 0.0 12.0 0 0 0.0 12.0 0 00.000 0.000

43.00 102.50 (4) SOL-#20 All Thread Bar 185.3 12.0 16 16 0.0 12.0 0 00.965 0.000

Page: 30

Site Name:Site Number:Tower Type:Design Base Loads (Factored) - Analysis per TIA-222-H Standards

Analyze or Design a Foundation? Analyze -Foundation Mapped: N -Moment (M): 4,247.6 k-ftShear/Leg (V): 30.7 kAxial Load (P): 78.5 kUplift/Leg (U): 0.0 kDiameter of Caisson (d): 6 ftCaisson Embedment (L-h): 20 ftCaisson Height Above Ground (h): 0.5 ftDepth Below Ground Surface to Water Table (w): 99 ftUnit Weight of Concrete: 150 pcfUnit Weight of Water: 62.4 pcfTension/Compression Skin Friction Factor: 1 -Pullout Angle: 30 °

gSoil Cu φTop Bottom (pcf) (psf) (degree)

0 3.5 105 0 03.5 21 140 4,899 0

000000

Required Embedment: 14.7 ftVolume of Concrete: 579.6 ft3

Buoyant Weight of Concrete: 86.9 kAverage Soil Unit Weight: 133.9 pcfSkin Friction Resistance: 693.3 kCompressive Bearing Resistance: 1939.0 kPullout Weight (Minus Concrete Weight): 665.2 kNominal Uplift Capacity per Leg (fsTn): 498.9 kNominal Compressive Capacity per Leg (fsPn): 1974.2 kTu: 0.00 kTu/fsTn: 0% PassPu: 89.4 kPu/fsPn: 5% PassTotal Lateral Resistance: 3392.9 kInflection Point (Below Ground Surface): 12.7 ftMoment At Inflection Point (MD): 4653.2 k-ftNominal Moment Capacity (fsMn): 9619.4 k-ftfs: 0.75 -MD/fsMn: 48% Pass

068,5782,229

Milford CT2, CT 302535

Depth (ft) Ultimate Skin Ultimate Bearing

Friction (psf) Pressure (psf)0

Foundation Analysis Parameters

Pier Foundation Analysis

Soil Strength Capacities

-25

-20

-15

-10

-5

0-1000 0 1000 2000 3000 4000 5000

Dept

h BG

L (ft

)

Shear (k) / Moment (k-ft)

Moment Shear

Concrete Compressive Strength (f'c): 3,000 psiVertical Steel Rebar Size #: 11 -Vertical Steel Rebar Area: 1.56 in2

# of Vertical Steel Rebars: 21 -Vertical Steel Rebar Yield Strength (Fy): 60 ksiHorizontal Tie / Stirrup Size #: 4 -Horizontal Tie / Stirrup Area: 0.20 in2

Vertical Rebar Clear Cover: 3 inDesign Horizontal Tie / Stirrup Spacing: 12 inHorizontal Tie / Stirrup Steel Yield Strength (Fy): 60 ksiRebar Cage Diameter: 66.0 inStrength Bending/Tension Reduction Factor (fB): 0.9 - ACI 318-14 - 21.2.1 [Table 21.2.1 (a)]

Strength Shear Reduction Factor (fV): 0.75 - ACI 318-14 - 21.2.1 [Table 21.2.1 (b)]

Strength Compression Reduction Factor (fC): 0.65 - ACI 318-14 - 21.2.1 [Table 21.2.1 (a)]

Steel Elastic Modulus: 29000 ksiDesign Moment (Mu): 4273.0 k-ftNominal Moment Capacity (fBMn): 4310.3 k-ft ACI 318-14 - 9.5.2/22.3

Mu/fBMn: 99% PassDesign Tension (Tu): 0.0 kNominal Tension Capacity (fTTn): 1769.0 kTu/fTTn: 0% PassDesign Compression (Pu): 89.4 kNominal Compression Capacity (fPPn): 6377.5 k ACI 318-14 - 22.4

Pu/fPPn: 1% PassBending Reinforcement Ratio: 0.008 -Mu/fBMn + Tu/fTTn: 99% Pass

Caisson Strength Capacities

ACI 318-14 - 10.6.1 & TIA-222-H - 9.4.1

-4000

-2000

2000

4000

6000

8000

10000

12000

140000 2000 4000 6000 8000 10000 12000

Axia

l (ki

Moment (k-ft)

Nominal and Factored Moment Capacity and Factored Design Loads

Pu & Mu

Tu & Mu

Factored Envelope

Nominal Envelope

6:16 AM 7/17/2020 302535 - Milford CT2, CT (ANSI/TIA-222-G)

Number of Sides 18 - Moment, Mu 4247.6 k-ft Capacity Result

Diameter 48.62 in Axial, Pu 78.5 k 72% Pass

Thickness 1/2 in Shear, Vu 30.7 k 66% Pass

Orientation Offset 0 ° 45 ° 53% Pass

Shape Square - Quantity 4 -

Width 56 in Bar Size #20 in

Thickness 2 3/4 in Diameter, ø 2.5 in

Grade Bracket Type Angle -

Yield Strength, Fy 50 ksi Circle 55.50 in

Tensile Strength, Fu 65 ksi Orientation Offset 15 °

Clip 10.5 in Applied Force, Pu 210.0 k

Orientation Offset 0 ° 392.7 k

Anchor Rod Detail c η=0.55

Clear Distance N/A in

Applied Moment, Mu 1865.0 k Quantity -

2580.1 k Diameter, ø in

Bolt Circle in

Grade

Arrangement Cluster - Yield Strength, Fy #N/A ksi

Quantity 16 - Tensile Strength, Fu #N/A ksi

Diameter, ø 2 1/4 in Bypass Base?

Bolt Circle 56 in Orientation Offset °

Grade Applied Force, Pu 0.0 k

Yield Strength, Fy 75 ksi 0.0 k

Tensile Strength, Fu 100 ksi

Spacing 6.0 in

Orientation Offset 0 ° Quantity -

Applied Force, Pu 171.4 k Diameter, ø in

259.8 k Bolt Circle in

Grade

Yield Strength, Fy #N/A ksi

Arrangement Cluster - Tensile Strength, Fu #N/A ksi

Quantity - Bypass Base?

Height 7.38 in Orientation Offset °

Width 3.69 in Applied Force, Pu 0.0 k

Effective Width 0.000 in 0.0 k

Thickness 5/8 in

Effective Thickness in

Notch 0.5 in

Flat Edge 1.5 in

Grade A36 -

Yield Strength, Fy 36 ksi

Tensile Strength, Fu 58 ksi

Horizontal Weld

Horizontal Fillet Size in

Bevel Depth in Capacity -

Vertical Weld 72% Pass

Vertical Fillet Size in 66% Pass

Weld Strength ksi 53% Pass

Electrode Coefficient #N/A - - -

Orientation Offset ° - -

0.0 k - -

#N/A k - -

64.6 k - -

0.0 k - -

Neutral Axis

Anchor Rods

Cluster

Additional Anchor Rods

Comp. Capacity, φPn

Ten. Capacity, φTn

Horz. Weld, φRn

Vertical Weld, φRn

Anchor Rods, φPn

Stiffeners

A615-75

Fillet

Individual Capacity Summary

Component

Additional Anchor Rods

Additional Rod, φPn

Base Plate & Anchor Rod Analysis

Pole Dimensions Base Reactions

Component

Base Plate

Bending Stress, φMn

Base Plate

Report Capacities

Dwyidag

Dywidag Reinforcement

Dywidag Bar, φPn

A572-50

Stiffener Comp.

Base Plate

Anchor Rods

Bolt Group 1

Bolt Group 2

Dwyidag

Stiffener Weld (V)

Stiffener Weld (H)

Stiffener Tension

X:\J-M\Milford CT2, CT (302535)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By: 5/14/2020

Reaction Distribution Geometric Properties

Shape - Anchor Rod Quantity, N - Applied Axial Force, Pu k

Width, W in Rod Diameter, d in Applied Horizontal Force, Vu k

Thickness, t in Bolt Circle, BC in

Yield Strength, Fy ksi Yield Strength, Fy ksi

Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex/l -

Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k -

Detail Type - Applied Shear, Vu k Weld Coefficient, C -

Detail Factor - Compressive Capacity, φPn k Compressive Capacity, φPn k

Clear Distance - Tensile Capacity, φRnt OK Vert.-to-Plate a=ex/l -

Interaction Capacity OK Spacing Ratio, k -

Weld Coefficient, C -

Chord Length AA in Shear Capacity, φVn k

Additional AA in Bolt Quantity, N - Pu/fPPn + Vu/fVVn

Section Modulus, Z in3 Bolt Diameter, d in

Applied Moment, Mu k-ft Bolt Circle, BC in

Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex/l -

Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k -

Applied Axial, Pu k Weld Coefficient, C -

Chord Length AB in Applied Shear, Vu k Effective Fillet in

Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k

Section Modulus, Z in3 Compressive Capacity, φPn Horz.-to-Pole a=ex/l -

Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k -

Bending Capacity, φMn k-ft Weld Coefficient, C -

Capacity, Mu/φMn OK Shear Capacity, φVn k

Bolt Quantity, N - Pu/fPPn + Vu/fVVn

Bend Line Length in Bolt Diameter, d in

Additional Bend Line in Bolt Circle, BC in

Section Modulus, Z in3 Yield Strength, Fy ksi Gross Cross Section in2

Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in2

Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k

Capacity, Mu/φMn Applied Shear, Vu k Capacity, Tu/φTn

Compressive Capacity, φPn k

Compressive Capacity, φPn

Arc Length in Interaction Capacity Radius of Gyration in3

Section Modulus, Z in3 kl/r -

Moment Arm in 4.71 (E/Fy) -

Applied Moment, Mu k-ft Dywidag Quantity, N - Buckling Stress(Fe) -

Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr) ksi

Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k

Yield Strength, Fy ksi Capacity, Pu/φPn

Tensile Strength, Fu ksi

Applied Axial, Pu k

Compressive Capacity, φPn k

Capacity, Pu/φPn OK

Base Plate Stiffeners

Additional Bolt Group 2

Additional Bolt Group 1

Anchor RodsBase Plate

0.0000 0.0000

External Base Plate

2.75

171.4

#DIV/0!

#N/A

Vertical Weld

Horizontal Weld

27.787

0.167

Plate Tension

29.572

55.910

1612.4

2515.9

0.641

30.326

57.335

1865.0

2580.1

0.723

0.000

0.0

0.000

0.333

#N/A

Calculations for Monopole Base Plate & Anchor Rod Analysis

Stiffener Forces

Dywidag Forces

Additional Bolt (Grp2) Forces

Additional Bolt (Grp1) Forces

Anchor Rod Forces

Base Forces

Reaction

Stiffener

Dywidag

Bolt2

Bolt1

Bolt

Pole

0.0000 0.00

4.9087 4.9087 1.9175 7567.74

0.0

0.0000 0.0000 0 0.00

0.0000 0.0000 0.0000 0 0.00

0.743152.0

3.2477 0.8393 4.5 20382.94

Moment

of Inertia

Threads

per Inch

Individual

InertiaNet Area

Gross

Area

30.7

0.0

Shear

21773.350.35004.178075.2036

in4#in4in2in2-

Section

Factor

k-ft

Moment

0.0

30.7

0.00

0.26

0.00

0.74 3.9761

0.0000

0.0

1095.5

0.0

3152.0

0.0

0.3

0.660

Internal Base Plate

2.25

0.000

210.0

392.7

0.535

0.0

2.5

Dywidag Reinforcement

55.5

100

Plate Compression

0.000

0.169

0.000

0.0

64.6

#DIV/0!

133.68

0.0

#N/A

0.0

0.000

0.0

0.000

0.169

0.085

3.670

#N/A

0.333

0.085

0.0

0.00

100

259.8

0.662

3.090

#DIV/0!

N/A

0.55

Square

2.940

Exhibit E

Mount Analysis

Brenden Archer Project Engineer II

AZ CA CO FL GA MD NC NH NJ NY TX WA a

Mount Analysis Report

June 24, 2020

ATC Site Name Milford CT 2, CTATC Site Number 302535T-Mobile Site Name Milford/ I-95/ X40/ Qua-1T-Mobile Site Number CT11020DInfinigy Job Number 1009-Z0003-BATC Engineering Number 13251808-C8-02Client ATCCarrier T-Mobile

Site Location

185 Research Drive Milford, CT 06460 New Haven County 41o 14’ 25.4” N NAD83 73o 00’ 42.8” W NAD83

Mount Centerline EL. 145.0 ftMount Type Platform w/ HandrailsMount Usage Ratio 38.4% Overall Result Pass

Upon reviewing the results of this analysis, it is our opinion that the mount meets the specified TIA code requirements. The mounts and connections for the proposed carrier are therefore deemed adequate to support the final loading configuration as listed in this report.

6/24/2020

Mount Analysis Report

June 24, 2020

Milford CT 2 Page | 2

Contents Introduction…………………………………………………………….. 3 Supporting Documentation…………………………………………….. 3 Analysis Code Requirements…………………………………………... 3 Conclusion……………………………………………………………… 3 Final Configuration Loading…………………………………………… 4 Mount Usages…………………………………………………………... 4 Mount Connection Usages……………………………………………… 4 Assumptions and Limitations…………………………………………… 5 Calculations………………………………………………………….. Appended

Mount Analysis Report

June 24, 2020

Milford CT 2 Page | 3

Introduction Infinigy Engineering has been requested to perform a mount analysis on the existing T-Mobile mounts. All referenced supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The mount was analyzed using RISA-3D Version 17.0.4 analysis software. Supporting Documentation

Collocation Application Coll App ID No. 13251808, dated June 12, 2020

Proposed Loading T-Mobile RFDS Application ID No. CT11020D_Anchor_3_draft_2020-05-05

Structural Analysis Report ATC Engineering No. OAA735853-C3-04, dated April 25, 2019Mount Specifications Drawings

Site Pro 1, Part No. RMQP-496-HK, dated July 14, 2014

Analysis Code Requirements

Wind Speed 120 mph (3-Second Gust)Wind Speed w/ ice 50 mph (3-Second Gust) w/ 1” iceTIA Revision ANSI/TIA-222-HAdopted IBC 2018 IBCRisk Category II Exposure Category B Topographic Category 1 Calculated Crest Height 0.0 ft.Spectral Response Ss = 0.200 g / S1 = 0.053 gSite Class D-Stiff Soil (Assumed)HMSL 102.0 ft

Conclusion Upon reviewing the results of this analysis, it is our opinion that the mount meets the specified TIA code requirements. The mounts and connections are therefore deemed adequate to support the final loading configuration as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Brenden Archer Project Engineer II | INFINIGY 1033 Watervliet Shaker Rd, Albany, NY 12205 (518) 690-0790 [emailprotected] | www.infinigy.com

Mount Analysis Report

June 24, 2020

Milford CT 2 Page | 4

Final Configuration Loading

Mount CL (ft)

Rad. HT (ft)

Horiz. O/S (ft)*

Qty Appurtenance Carrier

145.0 145.0

7.5 3 ERICSSON AIR 32 B2A/B66AA

T-Mobile

10.5 3 ERICSSON AIR 21 B2A/B4P 1.5 3 ERICSSON AIR6449 B41 4.5 3 RFS APXVAARR24_43-U-NA20 7.5 3 ERICSSON KRY 112 489/2 10.5 3 ERICSSON RRUS 4415 B25 4.5 3 ERICSSON RRUS 4449 B71/B85A

*Horizontal Offset is defined as the distance from the left most edge of the mount face horizontal when viewed facing the tower.

Mount Usages

Mount Pipe 38.4% PassHorizontal 10.5% PassStandoff 22.7% PassHandrail 38.1% Pass

RATING = 38.4% Pass

Mount Connection Usages

Reaction Data Design Capacity* Analysis Reactions Results

Max Tension (lbs.) 20,340.1 2,328.9 11.4%

Max Shear (lbs.) 13,805.8 456.7 3.3%

Combined Tension/Shear -- -- 1.0% *Assumed (1) 5/8” A325 anchor bolt, (4) per mount to tower connection. Contractor to field verify anchor diameters prior to installation of proposed equipment.

- Anchor reactions are acceptable per rigorous structural analysis.

Mount Analysis Report

June 24, 2020

Milford CT 2 Page | 5

Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of “like new” and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure’s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the proposed carriers mount structure only and does not reflect adequacy of the existing tower, other mounts, or coax mounting attachments. These elements are assumed to be adequate for the purposes of this analysis and are assumed to have been installed per their manufacturer requirements.

Infinigy Engineering, LLP

BDA

1009-Z0003-B

Milford CT 2

Existing Configuration

June 24, 2020 at 11:31 AM

Milford CT 2_Existing_loaded.r3d

Envelope Only Solution

Infinigy Engineering, LLP

BDA

1009-Z0003-B

Milford CT 2

Existing Configuration

June 24, 2020 at 11:31 AM

Milford CT 2_Existing_loaded.r3d

CENTER

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39 N40

N41 N42

N43

N44

N45

N46

N47

N48

N49

N50

N51

N52

N53

N54

N55

N56

N57

N58

N59

N60

N61

N62 N63

N64

N65

N66

N67

N68

N69

N70

N71

N72

N73

N74 N75

N76

N77

N78

N79

N80 N81

N82

N83

N84

N85

N86 N87

N88

N89

N90

N91

N92 N93

N94

N95

N96

N97

N98 N99

N100 N101

N102 N103 N104 N105

N106 N107

N108 N109

N110

N111

N112 N113 N114

N115

N116 N117

N118

N119 N120 N121

N122 N123

N124

N125 N126 N127

N128

N129

N130

N131

N132

N133

N134

N135

N136

N137

N138

N139

N140

N141 N142

N143

N144

N145

N146

N147

N148

N149 N150

N151

N152

N153

N154

N155

N156

N157 N158

N159 N160

N161 N162

M52

M66

M13

M52

M68

M52

M69

M54

M32

M67

M52

M38

M78

M79

M88M88

M54

M85M9

M52

M89

M30

M16

M90

M52

M80M81

M87M87

M86

M3M9

M55M

M52

M55

M20

M39

M14

M84

M52

M59

M55

M35

M93

M57

M54

M92

M93

M33

M61

M96

M95

M57

M94

M8M1

M94

M60

M55

M91

M53

M31

M23

M58

M1M76

M53

M55

M77

M54

M26M10

M21

M34

M55M55

M98

M99

M57

M99

M53

M83

M54

M56

M70M71

M56

M53

M24

M27M17

M53

M7M28

M101

M75

M102

M54

M74M7

M56

M57

M53

M6M6

M73M11

M53

M72

M25

M54

M36

M100

M29

M100

M97

M37

M56

M53

M15

M54

M12M62

M18

M57

M53

M64

M54

M65M63

M53

M56

M22

M57

M19M

P12

M56

M57

M82

M56

Envelope Only Solution

ProgramInputs

2018IBCTIA‐222‐HASCE7‐16

II 120 mphB N/A mph

50 mphD‐StiffSoil 1 in

102 ft*RevH 76.69 psf46.01 psf7.99 psf

3145.0 ft 0.20 g183.0 ft 0.05 g

0.210.081.602.40

N/A ft 1.00N/A ft 2.50N/A ft 1.00

0.951.00 *RevHOnly1.00 *RevHOnly1.001.0

ASCEStandard:

InfinigyLoadCalculatorV2.1.4

1‐SecondCoeff.(Fv):Short‐PeriodCoeff.(Fa):1‐SecondDesign(SD1):

Short‐PeriodDesign(SDS):

TopoFeature:

CODESTANDARDS

SEISMICDATA

WINDANDICEDATA

IceWindPressure:

TIAStandard:

TopographicFactor(Kzt):GustEffectFactor(Gh):

RooftopSpeed‐Up(Ks):GroundEle.Factor(Ke):DirectionalityFact.(Kd):

ResponseMod.(Rp):AmplificationFactor(ap):

1‐SecondAccel.(S1):Short‐PeriodAccel.(Ss):

TowerHeightAGL:CenterlineAGL:

FlatPressure:BaseIceThickness(ti):

IceWind(Vice):DesignWind(V):

UltimateWind(Vult):

BuildingCode:

RoundPressure:

Overstrength(Ωo):

FACTORS

TOPOGRAPHICDATA

SITEINFORMATION

GroundElevation:SiteClass:

TopoFactorProcedure:ExposureCategory:

RiskCategory:

MOUNTINFORMATION

NumSectors:MountType: Platform

CrestDistance:SlopeDistance:

CrestHeight:

PROJECTINFORMATION

N/A

Engineer:Carrier:Client:

BrendenArcherT‐Mobile

ATC

Method1,Category1

6/23/2020302535_MilfordCT2

ProgramInputs

Elevation Qty. Ka qz(psf) EPAN(ft2) EPAT(ft

2)WindFz(lbs)

WindFx(lbs)

Weight(lbs)

SeismicF(lbs)

Member(αsector)

145.0 3 0.90 38.34 6.51 4.71 224.65 162.62 132.20 14.10 MP2145.0 3 0.90 38.34 5.92 4.22 204.44 145.60 83.00 8.85 MP1145.0 3 0.90 38.34 5.68 2.49 196.08 85.95 104.00 11.09 MP4145.0 3 0.90 38.34 14.69 6.87 507.05 237.19 96.80 10.33 MP3145.0 3 0.90 38.34 0.56 0.37 19.30 12.60 15.40 1.64 MP2145.0 3 0.90 38.34 1.84 0.82 63.58 28.30 46.00 4.91 MP1145.0 3 0.90 38.34 1.98 1.41 68.33 48.66 70.00 7.47 MP3

APPURTENANCEINFORMATION

InfinigyLoadCalculatorV2.1.4

ELEVATIONVIEW PLANVIEW

ERICSSONTME‐RADIO4449ERICSSONTME‐RRUS4415B25ERICSSONTME‐KRY112489/2

RFS/CELWAVEAPXVAARR24_43‐U‐NA20ERICSSONAIR6449B41

ERICSSONAIR21B2A/B4PERICSSONAIR‐32B2A/B66AA

AppurtenanceName

MP1MP2MP4 MP3

6/23/2020302535_MilfordCT2

Company : Infinigy Engineering, LLP June 24, 202011:31 AMDesigner : BDA

Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Member Primary DataLabel I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...

1 M1 N137 N1 Standoffs Beam Tube Q235-GB Typical2 M2 N138 N3 Standoffs Beam Tube Q235-GB Typical3 M3 N69 N4 Standoffs Beam Tube Q235-GB Typical4 M4 N127 N128 Standoffs Beam Tube Q235-GB Typical5 M5 N128 N110 Standoffs Beam Tube Q235-GB Typical6 M6 N115 N129 Standoffs Beam Tube Q235-GB Typical7 M7 N129 N118 Standoffs Beam Tube Q235-GB Typical8 M8 N121 N130 Standoffs Beam Tube Q235-GB Typical9 M9 N130 N124 Standoffs Beam Tube Q235-GB Typical10 M10 N12 N25 RIGID None None RIGID Typical11 M11 N7 N24 RIGID None None RIGID Typical12 M12 N13 N26 RIGID None None RIGID Typical13 M13 N22 N31 RIGID None None RIGID Typical14 M14 N23 N32 RIGID None None RIGID Typical15 M15 N20 N37 RIGID None None RIGID Typical16 M16 N21 N38 RIGID None None RIGID Typical17 M17 N48 N55 RIGID None None RIGID Typical18 M18 N45 N54 RIGID None None RIGID Typical19 M19 N49 N56 RIGID None None RIGID Typical20 M20 N52 N57 RIGID None None RIGID Typical21 M21 N53 N58 RIGID None None RIGID Typical22 M22 N50 N59 RIGID None None RIGID Typical23 M23 N51 N60 RIGID None None RIGID Typical24 M24 N70 N73 RIGID None None RIGID Typical25 M25 N74 N75 RIGID None None RIGID Typical26 M26 N76 N79 RIGID None None RIGID Typical27 M27 N80 N81 RIGID None None RIGID Typical28 M28 N82 N85 RIGID None None RIGID Typical29 M29 N86 N87 RIGID None None RIGID Typical30 M30 N88 N91 RIGID None None RIGID Typical31 M31 N92 N93 RIGID None None RIGID Typical32 M32 N94 N97 RIGID None None RIGID Typical33 M33 N98 N99 RIGID None None RIGID Typical34 M34 N1 N132 270 Platform Angle Beam Single Angle Q345 Typical35 M35 N1 N131 Platform Angle Beam Single Angle Q345 Typical36 M36 N3 N134 270 Platform Angle Beam Single Angle Q345 Typical37 M37 N3 N133 Platform Angle Beam Single Angle Q345 Typical38 M38 N4 N136 270 Platform Angle Beam Single Angle Q345 Typical39 M39 N4 N135 Platform Angle Beam Single Angle Q345 Typical40 MP1 N16 N19 Mount Pipe Column Pipe Q235-GB Typical41 MP2 N14 N17 Mount Pipe Column Pipe Q235-GB Typical42 MP4 N15 N18 Mount Pipe Column Pipe Q235-GB Typical43 MP5 N28 N30 Mount Pipe Column Pipe Q235-GB Typical44 MP8 N27 N29 Mount Pipe Column Pipe Q235-GB Typical45 MP9 N34 N36 Mount Pipe Column Pipe Q235-GB Typical46 MP12 N33 N35 Mount Pipe Column Pipe Q235-GB Typical47 MP3 N71 N72 Mount Pipe Column Pipe Q235-GB Typical48 MP10 N77 N78 Mount Pipe Column Pipe Q235-GB Typical49 MP11 N83 N84 Mount Pipe Column Pipe Q235-GB Typical50 MP6 N89 N90 Mount Pipe Column Pipe Q235-GB Typical51 MP7 N95 N96 Mount Pipe Column Pipe Q235-GB Typical52 M52 N6 N5 Horizontals Beam Pipe Q235-GB Typical53 M53 N9 N8 Horizontals Beam Pipe Q235-GB Typical54 M54 N11 N10 Horizontals Beam Pipe Q235-GB Typical55 M55 N44 N43 Handrail Horizontal Beam Pipe Q235-GB Typical56 M56 N47 N46 Handrail Horizontal Beam Pipe Q235-GB Typical

RISA-3D Version 17.0.4 Page 1 [L:\...\...\...\...\...\...\...\...\TNX or RISA\Milford CT 2_Existing_loaded.r3d]

Company : Infinigy Engineering, LLP June 24, 202011:31 AMDesigner : BDA

Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Member Primary Data (Continued)Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...

57 M57 N62 N61 Handrail Horizontal Beam Pipe Q235-GB Typical58 M58 N41 N42 Corner Plate Beam None Q345 Typical59 M59 N100 N101 Corner Plate Beam None Q345 Typical60 M60 N41 N1 Corner Plate Beam None Q345 Typical61 M61 N1 N100 Corner Plate Beam None Q345 Typical62 M62 N102 N103 Corner Plate Beam None Q345 Typical63 M63 N104 N105 Corner Plate Beam None Q345 Typical64 M64 N102 N3 Corner Plate Beam None Q345 Typical65 M65 N3 N104 Corner Plate Beam None Q345 Typical66 M66 N106 N107 Corner Plate Beam None Q345 Typical67 M67 N108 N109 Corner Plate Beam None Q345 Typical68 M68 N106 N4 Corner Plate Beam None Q345 Typical69 M69 N4 N108 Corner Plate Beam None Q345 Typical70 M70 N39 N40 Connection Plates Beam None Q345 Typical71 M71 N39 N110 Connection Plates Beam None Q345 Typical72 M72 N112 N114 Connection Plates Beam None Q345 Typical73 M73 N112 N115 Connection Plates Beam None Q345 Typical74 M74 N116 N117 Connection Plates Beam None Q345 Typical75 M75 N116 N118 Connection Plates Beam None Q345 Typical76 M76 N119 N120 Connection Plates Beam None Q345 Typical77 M77 N119 N121 Connection Plates Beam None Q345 Typical78 M78 N122 N123 Connection Plates Beam None Q345 Typical79 M79 N122 N124 Connection Plates Beam None Q345 Typical80 M80 N125 N126 Connection Plates Beam None Q345 Typical81 M81 N125 N127 Connection Plates Beam None Q345 Typical82 M82 N63 N67 180 Angle Handrail Corner ... Beam Single Angle Q345 Typical83 M83 N65 N66 180 Angle Handrail Corner ... Beam Single Angle Q345 Typical84 M84 N68 N64 90 Angle Handrail Corner ... Beam Single Angle Q345 Typical85 M85 N139 N140 RIGID None None RIGID Typical86 M86 N141 N142 RIGID None None RIGID Typical87 M87 N144 N146 RIGID None None RIGID Typical88 M88 N143 N145 RIGID None None RIGID Typical89 M89 N144 N143 180 Kickers Beam Single Angle Q345 Typical90 M90 N146 N145 90 Kickers Beam Single Angle Q345 Typical91 M91 N147 N148 RIGID None None RIGID Typical92 M92 N149 N150 RIGID None None RIGID Typical93 M93 N152 N154 RIGID None None RIGID Typical94 M94 N151 N153 RIGID None None RIGID Typical95 M95 N152 N151 180 Kickers Beam Single Angle Q345 Typical96 M96 N154 N153 90 Kickers Beam Single Angle Q345 Typical97 M97 N155 N156 RIGID None None RIGID Typical98 M98 N157 N158 RIGID None None RIGID Typical99 M99 N160 N162 RIGID None None RIGID Typical100 M100 N159 N161 RIGID None None RIGID Typical101 M101 N160 N159 180 Kickers Beam Single Angle Q345 Typical102 M102 N162 N161 90 Kickers Beam Single Angle Q345 Typical

Material TakeoffMaterial Size Pieces Length[in] Weight[LB]

1 General2 RIGID 36 104.3 03 Total General 36 104.3 045 Hot Rolled Steel6 Q235-GB HSS4X4X4 9 356.6 340.743

RISA-3D Version 17.0.4 Page 2 [L:\...\...\...\...\...\...\...\...\TNX or RISA\Milford CT 2_Existing_loaded.r3d]

Company : Infinigy Engineering, LLP June 24, 202011:31 AMDesigner : BDA

Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Material Takeoff (Continued)Material Size Pieces Length[in] Weight[LB]

7 Q235-GB PIPE_2.0 15 1602 463.3568 Q235-GB PIPE_3.0 3 450 264.1419 Q345 6"x1/2" Plate 12 42.3 35.94310 Q345 L2.5x2.5x4 9 339.8 114.65611 Q345 L2x2x3 6 308.1 63.08212 Q345 PL6x.375 12 32.7 20.87913 Total HR Steel 66 3131.4 1302.801

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

1 Self Weight DL -1 33 42 Wind Load AZI 0 WLZ 663 Wind Load AZI 30 None 664 Wind Load AZI 60 None 665 Wind Load AZI 90 WLX 666 Wind Load AZI 120 None 667 Wind Load AZI 150 None 668 Wind Load AZI 180 None 669 Wind Load AZI 210 None 6610 Wind Load AZI 240 None 6611 Wind Load AZI 270 None 6612 Wind Load AZI 300 None 6613 Wind Load AZI 330 None 6614 Distr. Wind Load Z WLZ 10215 Distr. Wind Load X WLX 10216 Ice Weight OL1 33 102 417 Ice Wind Load AZI 0 OL2 6618 Ice Wind Load AZI 30 None 6619 Ice Wind Load AZI 60 None 6620 Ice Wind Load AZI 90 OL3 6621 Ice Wind Load AZI 120 None 6622 Ice Wind Load AZI 150 None 6623 Ice Wind Load AZI 180 None 6624 Ice Wind Load AZI 210 None 6625 Ice Wind Load AZI 240 None 6626 Ice Wind Load AZI 270 None 6627 Ice Wind Load AZI 300 None 6628 Ice Wind Load AZI 330 None 6629 Distr. Ice Wind Load Z OL2 10230 Distr. Ice Wind Load X OL3 10231 Seismic Load Z ELZ -.107 3332 Seismic Load X ELX -.107 3333 Service Live Loads LL 334 Maintenance Load 1 LL 135 Maintenance Load 2 LL 136 Maintenance Load 3 LL 137 Maintenance Load 4 LL 138 Maintenance Load 5 LL 139 Maintenance Load 6 LL 140 Maintenance Load 7 LL 141 Maintenance Load 8 LL 142 Maintenance Load 9 LL 143 Maintenance Load 10 LL 144 Maintenance Load 11 LL 145 Maintenance Load 12 LL 1

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Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Basic Load Cases (Continued)BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

46 BLC 1 Transient Area Loads None 2147 BLC 16 Transient Area Loads None 2148 BLC 33 Transient Area Loads None 21

Load CombinationsDescription S...PD...S...B...Fact... BLC Fact...BLC Fact...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...

1 1.4DL Y... Y 1 1.42 1.2DL + 1WL AZI 0 Y... Y 1 1.2 2 1 14 1 153 1.2DL + 1WL AZI 30 Y... Y 1 1.2 3 1 14 .866 15 .54 1.2DL + 1WL AZI 60 Y... Y 1 1.2 4 1 14 .5 15.866

5 1.2DL + 1WL AZI 90 Y... Y 1 1.2 5 1 14 15 16 1.2DL + 1WL AZI 120 Y... Y 1 1.2 6 1 14 -.5 15.866

7 1.2DL + 1WL AZI 150 Y... Y 1 1.2 7 1 14 -.866 15 .58 1.2DL + 1WL AZI 180 Y... Y 1 1.2 8 1 14 -1 159 1.2DL + 1WL AZI 210 Y... Y 1 1.2 9 1 14 -.866 15 -.510 1.2DL + 1WL AZI 240 Y... Y 1 1.2 10 1 14 -.5 15 -.8...

11 1.2DL + 1WL AZI 270 Y... Y 1 1.2 11 1 14 15 -112 1.2DL + 1WL AZI 300 Y... Y 1 1.2 12 1 14 .5 15 -.8...

13 1.2DL + 1WL AZI 330 Y... Y 1 1.2 13 1 14 .866 15 -.514 0.9DL + 1WL AZI 0 Y... Y 1 .9 2 1 14 1 1515 0.9DL + 1WL AZI 30 Y... Y 1 .9 3 1 14 .866 15 .516 0.9DL + 1WL AZI 60 Y... Y 1 .9 4 1 14 .5 15.866

17 0.9DL + 1WL AZI 90 Y... Y 1 .9 5 1 14 15 118 0.9DL + 1WL AZI 120 Y... Y 1 .9 6 1 14 -.5 15.866

19 0.9DL + 1WL AZI 150 Y... Y 1 .9 7 1 14 -.866 15 .520 0.9DL + 1WL AZI 180 Y... Y 1 .9 8 1 14 -1 1521 0.9DL + 1WL AZI 210 Y... Y 1 .9 9 1 14 -.866 15 -.522 0.9DL + 1WL AZI 240 Y... Y 1 .9 10 1 14 -.5 15 -.8...

23 0.9DL + 1WL AZI 270 Y... Y 1 .9 11 1 14 15 -124 0.9DL + 1WL AZI 300 Y... Y 1 .9 12 1 14 .5 15 -.8...

25 0.9DL + 1WL AZI 330 Y... Y 1 .9 13 1 14 .866 15 -.526 1.2D + 1.0Di Y... Y 1 1.2 16 127 1.2D + 1.0Di +1.0Wi AZI 0 Y... Y 1 1.2 16 1 17 1 29 1 3028 1.2D + 1.0Di +1.0Wi AZI 30 Y... Y 1 1.2 16 1 18 1 29.86630 .529 1.2D + 1.0Di +1.0Wi AZI 60 Y... Y 1 1.2 16 1 19 1 29 .5 30.866

30 1.2D + 1.0Di +1.0Wi AZI 90 Y... Y 1 1.2 16 1 20 1 29 30 131 1.2D + 1.0Di +1.0Wi AZI 120 Y... Y 1 1.2 16 1 21 1 29 -.5 30.866

32 1.2D + 1.0Di +1.0Wi AZI 150 Y... Y 1 1.2 16 1 22 1 29 -.8...30 .533 1.2D + 1.0Di +1.0Wi AZI 180 Y... Y 1 1.2 16 1 23 1 29 -1 3034 1.2D + 1.0Di +1.0Wi AZI 210 Y... Y 1 1.2 16 1 24 1 29 -.8...30 -.535 1.2D + 1.0Di +1.0Wi AZI 240 Y... Y 1 1.2 16 1 25 1 29 -.5 30 -.8...

36 1.2D + 1.0Di +1.0Wi AZI 270 Y... Y 1 1.2 16 1 26 1 29 30 -137 1.2D + 1.0Di +1.0Wi AZI 300 Y... Y 1 1.2 16 1 27 1 29 .5 30 -.8...

38 1.2D + 1.0Di +1.0Wi AZI 330 Y... Y 1 1.2 16 1 28 1 29.86630 -.539 (1.2 + 0.2Sds)DL + 1.0E AZI 0 Y... Y 1 1.243 31 1 3240 (1.2 + 0.2Sds)DL + 1.0E AZI 30 Y... Y 1 1.243 31 .866 32 .541 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Y... Y 1 1.243 31 .5 32 .86642 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Y... Y 1 1.243 31 32 143 (1.2 + 0.2Sds)DL + 1.0E AZI 120 Y... Y 1 1.243 31 -.5 32 .86644 (1.2 + 0.2Sds)DL + 1.0E AZI 150 Y... Y 1 1.243 31 -.866 32 .545 (1.2 + 0.2Sds)DL + 1.0E AZI 180 Y... Y 1 1.243 31 -1 3246 (1.2 + 0.2Sds)DL + 1.0E AZI 210 Y... Y 1 1.243 31 -.866 32 -.547 (1.2 + 0.2Sds)DL + 1.0E AZI 240 Y... Y 1 1.243 31 -.5 32 -.866

48 (1.2 + 0.2Sds)DL + 1.0E AZI 270 Y... Y 1 1.243 31 32 -149 (1.2 + 0.2Sds)DL + 1.0E AZI 300 Y... Y 1 1.243 31 .5 32 -.866

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Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Load Combinations (Continued)Description S...PD...S...B...Fact... BLC Fact...BLC Fact...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...

50 (1.2 + 0.2Sds)DL + 1.0E AZI 330 Y... Y 1 1.243 31 .866 32 -.551 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Y... Y 1 .857 31 1 3252 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Y... Y 1 .857 31 .866 32 .553 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Y... Y 1 .857 31 .5 32 .86654 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Y... Y 1 .857 31 32 155 (0.9 - 0.2Sds)DL + 1.0E AZI 120 Y... Y 1 .857 31 -.5 32 .86656 (0.9 - 0.2Sds)DL + 1.0E AZI 150 Y... Y 1 .857 31 -.866 32 .557 (0.9 - 0.2Sds)DL + 1.0E AZI 180 Y... Y 1 .857 31 -1 3258 (0.9 - 0.2Sds)DL + 1.0E AZI 210 Y... Y 1 .857 31 -.866 32 -.559 (0.9 - 0.2Sds)DL + 1.0E AZI 240 Y... Y 1 .857 31 -.5 32 -.866

60 (0.9 - 0.2Sds)DL + 1.0E AZI 270 Y... Y 1 .857 31 32 -161 (0.9 - 0.2Sds)DL + 1.0E AZI 300 Y... Y 1 .857 31 .5 32 -.866

62 (0.9 - 0.2Sds)DL + 1.0E AZI 330 Y... Y 1 .857 31 .866 32 -.563 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 2 .25 14 .25 15 33 1.564 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 3 .25 14 .216 15.12533 1.565 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 4 .25 14 .125 15.21633 1.566 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 5 .25 14 15 .25 33 1.567 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 6 .25 14 -.125 15.21633 1.568 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 7 .25 14 -.216 15.12533 1.569 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 8 .25 14 -.25 15 33 1.570 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 9 .25 14 -.216 15 -.1...33 1.571 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 10 .25 14 -.125 15 -.2...33 1.572 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 11 .25 14 15 -.25 33 1.573 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 12 .25 14 .125 15 -.2...33 1.574 1.0DL + 1.5LL + 1.0SWL (60 m... Y... Y 1 1 13 .25 14 .216 15 -.1...33 1.575 1.2DL + 1.5LL Y... Y 1 1.2 33 1.576 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 2 .063 14.0631577 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 3 .063 14.05415.031

78 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 4 .063 14.03115.054

79 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 5 .063 14 15.063

80 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 6 .063 14 -.0...15.054

81 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 7 .063 14 -.0...15.031

82 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 8 .063 14 -.0...1583 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 9 .063 14 -.0...15 -.0...

84 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 10 .063 14 -.0...15 -.0...

85 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 11 .063 14 15 -.0...

86 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 12 .063 14.03115 -.0...

87 1.2DL + 1.5LM-MP1 + 1SWL (3...Y... Y 1 1.2 34 1.5 13 .063 14.05415 -.0...

88 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 2 .063 14.0631589 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 3 .063 14.05415.031

90 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 4 .063 14.03115.054

91 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 5 .063 14 15.063

92 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 6 .063 14 -.0...15.054

93 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 7 .063 14 -.0...15.031

94 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 8 .063 14 -.0...1595 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 9 .063 14 -.0...15 -.0...

96 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 10 .063 14 -.0...15 -.0...

97 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 11 .063 14 15 -.0...

98 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 12 .063 14.03115 -.0...

99 1.2DL + 1.5LM-MP2 + 1SWL (3...Y... Y 1 1.2 35 1.5 13 .063 14.05415 -.0...

100 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 2 .063 14.06315101 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 3 .063 14.05415.031

102 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 4 .063 14.03115.054

103 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 5 .063 14 15.063

104 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 6 .063 14 -.0...15.054

105 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 7 .063 14 -.0...15.031

106 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 8 .063 14 -.0...15

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Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Load Combinations (Continued)Description S...PD...S...B...Fact... BLC Fact...BLC Fact...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...

107 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 9 .063 14 -.0...15 -.0...

108 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 10 .063 14 -.0...15 -.0...

109 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 11 .063 14 15 -.0...

110 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 12 .063 14.03115 -.0...

111 1.2DL + 1.5LM-MP3 + 1SWL (3...Y... Y 1 1.2 36 1.5 13 .063 14.05415 -.0...

112 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 2 .063 14.06315113 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 3 .063 14.05415.031

114 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 4 .063 14.03115.054

115 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 5 .063 14 15.063

116 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 6 .063 14 -.0...15.054

117 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 7 .063 14 -.0...15.031

118 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 8 .063 14 -.0...15119 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 9 .063 14 -.0...15 -.0...

120 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 10 .063 14 -.0...15 -.0...

121 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 11 .063 14 15 -.0...

122 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 12 .063 14.03115 -.0...

123 1.2DL + 1.5LM-MP4 + 1SWL (3...Y... Y 1 1.2 37 1.5 13 .063 14.05415 -.0...

124 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 2 .063 14.06315125 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 3 .063 14.05415.031

126 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 4 .063 14.03115.054

127 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 5 .063 14 15.063

128 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 6 .063 14 -.0...15.054

129 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 7 .063 14 -.0...15.031

130 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 8 .063 14 -.0...15131 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 9 .063 14 -.0...15 -.0...

132 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 10 .063 14 -.0...15 -.0...

133 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 11 .063 14 15 -.0...

134 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 12 .063 14.03115 -.0...

135 1.2DL + 1.5LM-MP5 + 1SWL (3...Y... Y 1 1.2 38 1.5 13 .063 14.05415 -.0...

136 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 2 .063 14.06315137 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 3 .063 14.05415.031

138 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 4 .063 14.03115.054

139 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 5 .063 14 15.063

140 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 6 .063 14 -.0...15.054

141 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 7 .063 14 -.0...15.031

142 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 8 .063 14 -.0...15143 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 9 .063 14 -.0...15 -.0...

144 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 10 .063 14 -.0...15 -.0...

145 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 11 .063 14 15 -.0...

146 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 12 .063 14.03115 -.0...

147 1.2DL + 1.5LM-MP6 + 1SWL (3...Y... Y 1 1.2 39 1.5 13 .063 14.05415 -.0...

148 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 2 .063 14.06315149 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 3 .063 14.05415.031

150 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 4 .063 14.03115.054

151 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 5 .063 14 15.063

152 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 6 .063 14 -.0...15.054

153 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 7 .063 14 -.0...15.031

154 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 8 .063 14 -.0...15155 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 9 .063 14 -.0...15 -.0...

156 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 10 .063 14 -.0...15 -.0...

157 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 11 .063 14 15 -.0...

158 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 12 .063 14.03115 -.0...

159 1.2DL + 1.5LM-MP7 + 1SWL (3...Y... Y 1 1.2 40 1.5 13 .063 14.05415 -.0...

160 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 2 .063 14.06315161 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 3 .063 14.05415.031

162 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 4 .063 14.03115.054

163 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 5 .063 14 15.063

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Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Load Combinations (Continued)Description S...PD...S...B...Fact... BLC Fact...BLC Fact...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...

164 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 6 .063 14 -.0...15.054

165 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 7 .063 14 -.0...15.031

166 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 8 .063 14 -.0...15167 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 9 .063 14 -.0...15 -.0...

168 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 10 .063 14 -.0...15 -.0...

169 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 11 .063 14 15 -.0...

170 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 12 .063 14.03115 -.0...

171 1.2DL + 1.5LM-MP8 + 1SWL (3...Y... Y 1 1.2 41 1.5 13 .063 14.05415 -.0...

172 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 2 .063 14.06315173 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 3 .063 14.05415.031

174 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 4 .063 14.03115.054

175 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 5 .063 14 15.063

176 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 6 .063 14 -.0...15.054

177 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 7 .063 14 -.0...15.031

178 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 8 .063 14 -.0...15179 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 9 .063 14 -.0...15 -.0...

180 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 10 .063 14 -.0...15 -.0...

181 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 11 .063 14 15 -.0...

182 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 12 .063 14.03115 -.0...

183 1.2DL + 1.5LM-MP9 + 1SWL (3...Y... Y 1 1.2 42 1.5 13 .063 14.05415 -.0...

184 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 2 .063 14.06315185 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 3 .063 14.05415.031

186 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 4 .063 14.03115.054

187 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 5 .063 14 15.063

188 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 6 .063 14 -.0...15.054

189 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 7 .063 14 -.0...15.031

190 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 8 .063 14 -.0...15191 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 9 .063 14 -.0...15 -.0...

192 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 10 .063 14 -.0...15 -.0...

193 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 11 .063 14 15 -.0...

194 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 12 .063 14.03115 -.0...

195 1.2DL + 1.5LM-MP10 + 1SWL (...Y... Y 1 1.2 43 1.5 13 .063 14.05415 -.0...

196 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 2 .063 14.06315197 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 3 .063 14.05415.031

198 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 4 .063 14.03115.054

199 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 5 .063 14 15.063

200 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 6 .063 14 -.0...15.054

201 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 7 .063 14 -.0...15.031

202 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 8 .063 14 -.0...15203 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 9 .063 14 -.0...15 -.0...

204 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 10 .063 14 -.0...15 -.0...

205 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 11 .063 14 15 -.0...

206 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 12 .063 14.03115 -.0...

207 1.2DL + 1.5LM-MP11 + 1SWL (...Y... Y 1 1.2 44 1.5 13 .063 14.05415 -.0...

208 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 2 .063 14.06315209 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 3 .063 14.05415.031

210 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 4 .063 14.03115.054

211 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 5 .063 14 15.063

212 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 6 .063 14 -.0...15.054

213 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 7 .063 14 -.0...15.031

214 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 8 .063 14 -.0...15215 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 9 .063 14 -.0...15 -.0...

216 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 10 .063 14 -.0...15 -.0...

217 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 11 .063 14 15 -.0...

218 1.2DL + 1.5LM-MP12 + 1SWL (...Y... Y 1 1.2 45 1.5 12 .063 14.03115 -.0...

RISA-3D Version 17.0.4 Page 7 [L:\...\...\...\...\...\...\...\...\TNX or RISA\Milford CT 2_Existing_loaded.r3d]

Company : Infinigy Engineering, LLP June 24, 202011:31 AMDesigner : BDA

Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Envelope Joint ReactionsJoint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC

1 N69 max 1247.28 17 914.493 33 4844.828 2 1025.232 33 1519.645 23 659.245 1812 min -1248.282 23 257.017 14 -2842.845 20 300.529 14 -1518.534 17 -657.789 2113 N137 max 4192.448 6 890.096 37 1720.234 25 151.197 197 1301.765 15 -158.594 204 min -2480.03 24 258.1 18 -2705.439 7 -989.978 167 -1300.378 21 -1058.386 1965 N138 max 2486.98 16 890.093 29 1641.737 15 149.129 195 1301.593 19 1058.359 1956 min -4198.097 10 258.09 22 -2629.249 9 -990.446 93 -1300.611 25 145.949 197 N141 max 82.773 17 1764.833 27 366.102 20 508.88 27 204.721 23 115.437 238 min -81.146 23 -201.411 20 -2687.947 27 -14.474 20 -205.895 17 -115.78 179 N149 max 281.128 24 1727.122 31 1312.131 31 28.023 24 159.016 15 13.135 2410 min -2272.951 31 -192.998 24 -152.504 24 -254.924 31 -160.223 21 -429.856 3111 N157 max 2276.271 35 1727.123 35 1306.385 35 36.547 16 159.053 19 428.863 3512 min -285.947 16 -192.979 16 -144.096 16 -256.644 35 -160.168 25 -8.21 1613 Totals: max 5593.93 17 7451.76 38 5693.463 1414 min -5593.936 11 2572.891 56 -5693.464 20

Envelope AISC 15th(360-16): LRFD Steel Code ChecksMember Shape Code Che... Loc[in] LC Shear Ch... Loc[in] Dir LC phi*Pnc [lb] phi*P... phi*M...phi*M...... Eqn

1 MP7 PIPE_2.0 .384 69 12 .104 69 3 14916.096 32130 1871....1871....... H1-1b

2 MP11 PIPE_2.0 .381 69 8 .107 69 11 14916.096 32130 1871....1871....... H1-1b

3 M82 L2.5x2.5x4 .381 15.731 11 .158 15.731 z 13 36453.477 38556 1113....2537....... H2-14 MP10 PIPE_2.0 .377 69 4 .113 69 13 14916.096 32130 1871....1871....... H1-1b

5 M83 L2.5x2.5x4 .377 15.731 7 .158 0 z 3 36453.477 38556 1113....2537....... H2-16 MP3 PIPE_2.0 .375 69 4 .106 69 7 14916.096 32130 1871....1871....... H1-1b

7 MP6 PIPE_2.0 .375 69 8 .115 69 5 14916.096 32130 1871....1871....... H1-1b

8 MP2 PIPE_2.0 .369 69 12 .115 69 9 14916.096 32130 1871....1871....... H1-1b

9 M84 L2.5x2.5x4 .363 0 3 .157 0 y 11 36453.532 38556 1113....2537....... H2-110 MP12 PIPE_2.0 .354 69 10 .224 27 12 14916.096 32130 1871....1871....... H1-1b

11 MP8 PIPE_2.0 .350 69 2 .221 27 4 14916.096 32130 1871....1871....... H1-1b

12 MP5 PIPE_2.0 .348 69 6 .203 27 4 14916.096 32130 1871....1871....... H1-1b

13 MP4 PIPE_2.0 .345 69 6 .225 27 8 14916.096 32130 1871....1871....... H1-1b

14 MP9 PIPE_2.0 .345 69 3 .200 27 12 14916.096 32130 1871....1871....... H1-1b

15 MP1 PIPE_2.0 .339 69 10 .204 27 8 14916.096 32130 1871....1871....... H1-1b

16 M56 PIPE_2.0 .311 54.687 8 .233 15.625 8 25978.809 32130 1871....1871.... 1 H3-617 M57 PIPE_2.0 .310 54.688 12 .230 15.625 12 25978.809 32130 1871....1871.... 1 H3-618 M55 PIPE_2.0 .298 135.937 9 .229 15.625 4 25978.809 32130 1871....1871.... 1 H1-1b

19 M79 PL6x.375 .227 2.75 11 .348 2.75 y 4 70465.57 72900 569.5...9112.5 ... H1-1b

20 M61 6"x1/2" Plate .220 0 6 .272 4.338 y 10 92686.458 97200 1012.5 12150 ... H1-1b

21 M69 6"x1/2" Plate .219 0 2 .273 4.338 y 6 92687.058 97200 1012.5 12150 ... H1-1b

22 M77 PL6x.375 .217 2.75 4 .364 2.75 y 12 70464.934 72900 569.5...9112.5 ... H1-1b

23 M64 6"x1/2" Plate .215 4.338 10 .267 0 y 6 92686.461 97200 1012.5 12150 ... H1-1b

24 M68 6"x1/2" Plate .214 4.338 2 .269 0 y 10 92685.858 97200 1012.5 12150 ... H1-1b

25 M65 6"x1/2" Plate .204 0 10 .275 4.338 y 2 92686.455 97200 1012.5 12150 ... H1-1b

26 M60 6"x1/2" Plate .199 4.338 6 .270 0 y 2 92686.458 97200 1012.5 12150 ... H1-1b

27 M75 PL6x.375 .197 2.75 7 .348 2.75 y 12 70464.934 72900 569.5...9112.5 ... H1-1b

28 M71 PL6x.375 .194 2.75 3 .352 2.75 y 8 70464.934 72900 569.5...9112.5 ... H1-1b

29 M81 PL6x.375 .194 2.75 8 .363 2.75 y 4 70464.934 72900 569.5...9112.5 ... H1-1b

30 M34 L2x2x3 .188 51.353 7 .009 51.353 z 74 9346.076 2339... 557.7...1185....... H2-131 M37 L2x2x3 .183 51.353 9 .009 51.353 y 64 9346.209 2339... 557.7...1181....... H2-132 M36 L2x2x3 .178 51.353 11 .009 51.353 z 65 9346.076 2339... 557.7...1182....... H2-133 M73 PL6x.375 .177 2.75 12 .367 2.75 y 8 70464.934 72900 569.5...9112.5 ... H1-1b

34 M38 L2x2x3 .176 0 3 .009 0 z 36 9346.157 2339... 557.7...1182....... H2-135 M35 L2x2x3 .174 0 6 .009 51.353 y 73 9346.21 2339... 557.7...1187....... H2-136 M39 L2x2x3 .171 0 2 .009 51.353 y 69 9346.27 2339... 557.7...1212....... H2-137 M3 HSS4X4X4 .168 0 5 .089 0 y 181 101755.622 106155 1231... 1231... 1 H1-1b

RISA-3D Version 17.0.4 Page 8 [L:\...\...\...\...\...\...\...\...\TNX or RISA\Milford CT 2_Existing_loaded.r3d]

Company : Infinigy Engineering, LLP June 24, 202011:31 AMDesigner : BDA

Job Number : 1009-Z0003-B Checked By:_____Model Name : Milford CT 2

Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued)Member Shape Code Che... Loc[in] LC Shear Ch... Loc[in] Dir LC phi*Pnc [lb] phi*P... phi*M...phi*M...... Eqn

38 M80 PL6x.375 .154 0 12 .367 0 y 10 70544.2 72900 569.5...9112.5 ... H1-1b

39 M76 PL6x.375 .152 0 8 .368 0 y 6 70544.2 72900 569.5...9112.5 ... H1-1b

40 M1 HSS4X4X4 .150 0 9 .089 0 y 197 101755.622 106155 1231... 1231... 1 H1-1b

41 M74 PL6x.375 .150 0 4 .345 0 y 6 70544.2 72900 569.5...9112.5 ... H1-1b

42 M2 HSS4X4X4 .150 0 13 .089 0 y 195 101755.622 106155 1231... 1231... 1 H1-1b

43 M78 PL6x.375 .149 0 8 .345 0 y 10 70544.2 72900 569.5...9112.5 ... H1-1b

44 M7 HSS4X4X4 .146 0 36 .053 24.174 y 190 104291.36 106155 1231... 1231... ... H1-1b

45 M9 HSS4X4X4 .146 0 28 .053 24.174 y 218 104291.349 106155 1231... 1231... ... H1-1b

46 M5 HSS4X4X4 .145 0 32 .053 24.174 y 162 104291.36 106155 1231... 1231... ... H1-1b

47 M4 HSS4X4X4 .143 28.301 199 .053 4.127 y 202 104291.443 106155 1231... 1231... ... H1-1b

48 M8 HSS4X4X4 .143 28.3 183 .052 4.127 y 174 104291.454 106155 1231... 1231... ... H1-1b

49 M6 HSS4X4X4 .143 28.301 95 .052 4.127 y 98 104291.443 106155 1231... 1231... ... H1-1b

50 M72 PL6x.375 .142 0 4 .371 0 y 2 70544.2 72900 569.5...9112.5 ... H1-1b

51 M70 PL6x.375 .138 0 12 .349 0 y 2 70544.2 72900 569.5...9112.5 ... H1-1b

52 M90 L2.5x2.5x4 .131 48.765 146 .005 0 y 5 22494.315 38556 1113....2537....... H2-153 M102 L2.5x2.5x4 .130 48.765 82 .005 0 z 91 22494.315 38556 1113....2537....... H2-154 M96 L2.5x2.5x4 .129 48.765 114 .005 0 z 199 22494.315 38556 1113....2537....... H2-155 M89 L2.5x2.5x4 .128 48.765 126 .005 0 z 11 22494.315 38556 1113....2537....... H2-156 M95 L2.5x2.5x4 .128 48.765 106 .005 48.765 z 114 22494.315 38556 1113....2537....... H2-157 M101 L2.5x2.5x4 .127 48.765 158 .005 48.765 z 82 22494.315 38556 1113....2537....... H2-158 M54 PIPE_3.0 .105 134.375 11 .090 98.438 13 59302.836 65205 5748....5748.... 1 H1-1b

59 M52 PIPE_3.0 .105 134.375 3 .092 98.437 5 59302.836 65205 5748....5748.... 1 H1-1b

60 M53 PIPE_3.0 .105 134.375 7 .092 98.437 9 59302.836 65205 5748....5748.... 1 H1-1b

61 M59 6"x1/2" Plate .081 0 6 .273 2.704 y 10 95420.398 97200 1012.5 12150 ... H1-1b

62 M67 6"x1/2" Plate .080 0 2 .274 2.704 y 6 95420.398 97200 1012.5 12150 ... H1-1b

63 M62 6"x1/2" Plate .079 0 10 .269 2.704 y 6 95420.398 97200 1012.5 12150 ... H1-1b

64 M66 6"x1/2" Plate .078 0 2 .271 2.704 y 10 95420.398 97200 1012.5 12150 ... H1-1b

65 M63 6"x1/2" Plate .075 0 10 .276 2.704 y 2 95420.398 97200 1012.5 12150 ... H1-1b

66 M58 6"x1/2" Plate .073 0 6 .272 2.704 y 2 95420.398 97200 1012.5 12150 ... H1-1b

RISA-3D Version 17.0.4 Page 9 [L:\...\...\...\...\...\...\...\...\TNX or RISA\Milford CT 2_Existing_loaded.r3d]

Bolt Calculation Tool, V1.4

Site Name:

Site Number: Tensile Strength 20340.15

Job Code: Shear Strength 13805.83

Connection Description: Tensile Usage 11.4%

Shear Usage 3.3%

Interaction Check 0.01 ≤1.05

Bolt Tension: 2328.86 lbs Result Pass

Bolt Shear: 456.65 lbs

Sliding Resistance 12910.56

Torsional Usage 0.0%

Bolt Type: Bolt - Sliding Usage 0.0%

Bolt Diameter: 0.625 in Interaction Check 0.00 ≤1.05

Bolt Grade: A325 - Result

# of Bolts: 4 -

Threads Excluded? No -

BOLT CHECK

APPLIED LOADS

BOLT PROPERTIES

PROJECT DATA

Ridgrest GA

29300

1009-Z0003-B

Standoff to Collar

Exhibit F

Power Density/RF Emissions Report

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

RADIO FREQUENCY EMISSIONS ANALYSIS REPORT

EVALUATION OF HUMAN EXPOSURE POTENTIAL

TO NON-IONIZING EMISSIONS

T-Mobile Existing Facility

Site ID: CT11020D

Milford/ I-95/ X40/ Qua_1

185 Research Drive

Milford, Connecticut 06460

August 18, 2020

EBI Project Number: 6220004025

Site Compliance Summary

Compliance Status: COMPLIANT

Site total MPE% of FCC general population

allowable limit:

21.95%

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

August 18, 2020

T-Mobile Attn: Jason Overbey, RF Manager 35 Griffin Road South Bloomfield, Connecticut 06002

Emissions Analysis for Site: CT11020D - Milford/ I-95/ X40/ Qua_1

EBI Consulting was directed to analyze the proposed T-Mobile facility located at 185 Research Drive in Milford, Connecticut for the purpose of determining whether the emissions from the Proposed T-Mobile 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 population 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 population 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 600 MHz and 700 MHz frequency bands are approximately 400 μW/cm2 and 467 μW/cm2, respectively. The general population exposure limit for the 1900 MHz (PCS), 2100 MHz (AWS) and 11 GHz frequency 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.

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.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 T-Mobile Wireless antenna facility located at 185 Research Drive in Milford, Connecticut using the equipment information listed below. All calculations were performed per the specifications under FCC OET 65. Since T-Mobile 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 manufacturer’s supplied specifications, minus 10 dB for directional panel antennas and 20 dB for highly focused parabolic microwave dishes, 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 LTE channels (600 MHz Band) were considered for each sector of the proposed installation. These Channels have a transmit power of 30 Watts per Channel.

2) 1 NR channel (600 MHz Band) was considered for each sector of the proposed installation. This Channel has a transmit power of 80 Watts.

3) 2 LTE channels (700 MHz Band) were considered for each sector of the proposed installation.

These Channels have a transmit power of 30 Watts per Channel.

4) 4 GSM channels (PCS Band - 1900 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 30 Watts per Channel.

5) 2 UMTS channels (PCS Band - 1900 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 30 Watts per Channel.

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

6) 4 LTE channels (PCS Band - 1900 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 60 Watts per Channel.

7) 2 UMTS channels (AWS Band - 2100 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 30 Watts per Channel.

8) 2 LTE channels (AWS Band – 2100 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 60 Watts per Channel.

9) 2 LTE channels (BRS Band - 2500 MHz) were considered for each sector of the proposed installation. These Channels have a transmit power of 40 Watts per Channel.

10) 2 NR channels (BRS Band - 2500 MHz) were considered for each sector of the proposed

installation. These Channels have a transmit power of 40 Watts per Channel.

11) 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.

12) 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 manufacturer’s supplied specifications, minus 10 dB for directional panel antennas and 20 dB for highly focused parabolic microwave dishes, 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.

13) The antennas used in this modeling are the Ericsson AIR 32 for the 1900 MHz / 2100 MHz channel(s), the RFS APXVAARR24_43-U-NA20 for the 600 MHz / 600 MHz / 700 MHz / 1900 MHz channel(s), the Ericsson AIR 21 for the 1900 MHz / 1900 MHz / 2100 MHz channel(s), the Ericsson AIR 6449 for the 2500 MHz / 2500 MHz channel(s) in Sector A, the Ericsson AIR 32 for the 1900 MHz / 2100 MHz channel(s), the RFS APXVAARR24_43-U-NA20 for the 600 MHz / 600 MHz / 700 MHz / 1900 MHz channel(s), the Ericsson AIR 21 for the 1900 MHz / 1900 MHz / 2100 MHz channel(s), the Ericsson AIR 6449 for the 2500 MHz / 2500 MHz channel(s) in Sector B, the Ericsson AIR 32 for the 1900 MHz / 2100 MHz channel(s), the RFS APXVAARR24_43-U-NA20 for the 600 MHz / 600 MHz / 700 MHz / 1900 MHz channel(s), the Ericsson AIR 21 for the 1900 MHz / 1900 MHz / 2100 MHz channel(s), the Ericsson AIR 6449 for the 2500 MHz / 2500 MHz channel(s) in Sector C. This is based on feedback from

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

the carrier with regard to anticipated antenna selection. All Antenna gain values and associated transmit power levels are shown in the Site Inventory and Power Data table below. The maximum gain of the antenna per the antenna manufacturer’s supplied specifications, minus 10 dB for directional panel antennas and 20 dB for highly focused parabolic microwave dishes, 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.

14) The antenna mounting height centerline of the proposed antennas is 145 feet above ground level (AGL).

15) 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.

16) All calculations were done with respect to uncontrolled / general population threshold limits.

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

T-Mobile Site Inventory and Power Data

Sector: A Sector: B Sector: C Antenna #: 1 Antenna #: 1 Antenna #: 1

Make / Model: Ericsson AIR 32 Make / Model: Ericsson AIR 32 Make / Model: Ericsson AIR 32 Frequency Bands: 1900 MHz / 2100 MHz Frequency Bands: 1900 MHz / 2100 MHz Frequency Bands: 1900 MHz / 2100 MHz

Gain: 15.35 dBd / 15.85 dBd Gain: 15.35 dBd / 15.85 dBd Gain: 15.35 dBd / 15.85 dBd Height (AGL): 145 feet Height (AGL): 145 feet Height (AGL): 145 feet

Channel Count: 4 Channel Count: 4 Channel Count: 4 Total TX Power (W): 240 Watts Total TX Power (W): 240 Watts Total TX Power (W): 240 Watts

ERP (W): 8,728.31 ERP (W): 8,728.31 ERP (W): 8,728.31 Antenna A1 MPE %: 1.49% Antenna B1 MPE %: 1.49% Antenna C1 MPE %: 1.49%

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

Make / Model: RFS APXVAARR24_43-U-NA20 Make / Model: RFS APXVAARR24_43-U-

NA20 Make / Model: RFS APXVAARR24_43-U-NA20

Frequency Bands: 600 MHz / 600 MHz / 700

MHz / 1900 MHz Frequency Bands:

600 MHz / 600 MHz / 700 MHz / 1900 MHz

Frequency Bands: 600 MHz / 600 MHz / 700

MHz / 1900 MHz

Gain: 12.95 dBd / 12.95 dBd / 13.35 dBd / 15.65 dBd Gain: 12.95 dBd / 12.95 dBd /

13.35 dBd / 15.65 dBd Gain: 12.95 dBd / 12.95 dBd / 13.35 dBd / 15.65 dBd

Height (AGL): 145 feet Height (AGL): 145 feet Height (AGL): 145 feet Channel Count: 7 Channel Count: 7 Channel Count: 7

Total TX Power (W): 320 Watts Total TX Power (W): 320 Watts Total TX Power (W): 320 Watts ERP (W): 8,466.41 ERP (W): 8,466.41 ERP (W): 8,466.41

Antenna A2 MPE %: 2.41% Antenna B2 MPE %: 2.41% Antenna C2 MPE %: 2.41% Antenna #: 3 Antenna #: 3 Antenna #: 3

Make / Model: Ericsson AIR 21 Make / Model: Ericsson AIR 21 Make / Model: Ericsson AIR 21

Frequency Bands: 1900 MHz / 1900 MHz / 2100

MHz Frequency Bands:

1900 MHz / 1900 MHz / 2100 MHz

Frequency Bands: 1900 MHz / 1900 MHz / 2100

MHz

Gain: 15.35 dBd / 15.35 dBd / 15.35 dBd Gain: 15.35 dBd / 15.35 dBd / 15.35

dBd Gain: 15.35 dBd / 15.35 dBd / 15.35 dBd

Height (AGL): 145 feet Height (AGL): 145 feet Height (AGL): 145 feet Channel Count: 8 Channel Count: 8 Channel Count: 8

Total TX Power (W): 240 Watts Total TX Power (W): 240 Watts Total TX Power (W): 240 Watts ERP (W): 8,226.43 ERP (W): 8,226.43 ERP (W): 8,226.43

Antenna A3 MPE %: 1.41% Antenna B3 MPE %: 1.41% Antenna C3 MPE %: 1.41% Antenna #: 4 Antenna #: 4 Antenna #: 4

Make / Model: Ericsson AIR 6449 Make / Model: Ericsson AIR 6449 Make / Model: Ericsson AIR 6449

Frequency Bands: 2500 MHz / 2500 MHz Frequency Bands: 2500 MHz / 2500 MHz Frequency Bands: 2500 MHz / 2500 MHz

Gain: 22.05 dBd / 22.05 dBd Gain: 22.05 dBd / 22.05 dBd Gain: 22.05 dBd / 22.05 dBd

Height (AGL): 145 feet Height (AGL): 145 feet Height (AGL): 145 feet

Channel Count: 4 Channel Count: 4 Channel Count: 4

Total TX Power (W): 160 Watts Total TX Power (W): 160 Watts Total TX Power (W): 160 Watts

ERP (W): 25,651.93 ERP (W): 25,651.93 ERP (W): 25,651.93

Antenna A4 MPE %: 4.39% Antenna B4 MPE %: 4.39% Antenna C4 MPE %: 4.39%

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.Tel:(781)273.2500.Fax:(781)273.3311

Site Composite MPE % Carrier MPE %

T-Mobile (Max at Sector A): 9.69% AT&T 3.14%

Computer Hospital 0.51% Metro PCS 0.43%

Sprint 2.09% Nextel 0.18%

Clearwire 0.06% Verizon 5.85%

Site Total MPE % : 21.95%

T-Mobile MPE % Per Sector

T-Mobile Sector A Total: 9.69% T-Mobile Sector B Total: 9.69% T-Mobile Sector C Total: 9.69%

Site Total MPE % : 21.95%

• NOTE: Totals may vary by approximately 0.01% due to summation of remainders in calculations.

T-Mobile Maximum MPE Power Values (Sector A)

T-Mobile Frequency Band / Technology (Sector A)

# Channels

Watts ERP (Per

Channel)

Height (feet)

Total Power Density

(µW/cm²)

Frequency (MHz)

Allowable MPE (µW/cm²)

Calculated % MPE

T-Mobile 1900 MHz LTE 2 2056.61 145.0 7.03 1900 MHz LTE 1000 0.70%

T-Mobile 2100 MHz LTE 2 2307.55 145.0 7.89 2100 MHz LTE 1000 0.79%

T-Mobile 600 MHz LTE 2 591.73 145.0 2.02 600 MHz LTE 400 0.51%

T-Mobile 600 MHz NR 1 1577.94 145.0 2.70 600 MHz NR 400 0.67%

T-Mobile 700 MHz LTE 2 648.82 145.0 2.22 700 MHz LTE 467 0.48%

T-Mobile 1900 MHz LTE 2 2203.69 145.0 7.54 1900 MHz LTE 1000 0.75%

T-Mobile 1900 MHz GSM 4 1028.30 145.0 7.03 1900 MHz GSM 1000 0.70%

T-Mobile 1900 MHz UMTS 2 1028.30 145.0 3.52 1900 MHz UMTS 1000 0.35%

T-Mobile 2100 MHz UMTS 2 1028.30 145.0 3.52 2100 MHz UMTS 1000 0.35%

T-Mobile 2500 MHz LTE 2 6412.98 145.0 21.93 2500 MHz LTE 1000 2.19%

Total: 9.69%

EBIConsulting

environmental|engineering|duediligence

21BStreet,Burlington,MA01803.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 population exposure to RF Emissions.

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

T-Mobile Sector Power Density Value (%) Sector A: 9.69% Sector B: 9.69% Sector C: 9.69%

T-Mobile Maximum MPE % (Sector A):

9.69%

Site Total: 21.95%

Site Compliance Status: COMPLIANT

The anticipated composite MPE value for this site assuming all carriers present is 21.95% of the allowable FCC established general population 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.

Exhibit G

Mailing Receipts/Proof of Notice

9/8/2020 UPS CampusShip | UPS - United States

https://www.campusship.ups.com/cship/create?ActionOriginPair=default___PrintWindowPage&key=labelWindow&type=html&loc=en_US&instr=A&do… 1/1

UPS CampusShip: View/Print Label

1. Ensure there are no other shipping or tracking labels attached to your package. Select the Print button on theprint dialog box that appears. Note: If your browser does not support this function select Print from the File menu toprint the label.

2. Fold the printed label at the solid line below. Place the label in a UPS Shipping Pouch. If you do not have a pouch,affix the folded label using clear plastic shipping tape over the entire label.

3. GETTING YOUR SHIPMENT TO UPSCustomers with a Daily PickupYour driver will pickup your shipment(s) as usual.

Customers without a Daily PickupTake your package to any location of The UPS Store®, UPS Access Point(TM) location, UPS Drop Box, UPSCustomer Center, Staples® or Authorized Shipping Outlet near you. Items sent via UPS Return Services(SM)(including via Ground) are also accepted at Drop Boxes. To find the location nearest you, please visit the Resourcesarea of CampusShip and select UPS Locations.Schedule a same day or future day Pickup to have a UPS driver pickup all your CampusShip packages.Hand the package to any UPS driver in your area.

UPS Access Point UPS Access Point UPS Access PointCVS STORE # 972 CVS STORE # 7232 TOWN LINE GENERAL STORE555 WASHINGTON ST 689 DEPOT ST 450 E CENTER STSOUTH EASTON ,MA 02375 NORTH EASTON ,MA 02356 WEST BRIDGEWATER ,MA 02379

FOLD HERE

TM TM TM

Jennifer Iliades

From: UPS Quantum View <[emailprotected]>Sent: Thursday, September 10, 2020 10:33 AMTo: Jennifer IliadesSubject: UPS Delivery Notification, Tracking Number 1Z9Y45030301492374

Hello, your package has been delivered.

Delivery Date: Thursday, 09/10/2020

Delivery Time: 10:31 AM

Left At: FRONT DESK

Signed by: ANCRI

CENTERLINE SITE ACQUISITION

Tracking Number: 1Z9Y45030301492374

Ship To:

AMERICAN TOWER CORP 10 PRESIDENTIAL WAY WOBURN, MA 018011053 US

Number of Packages: 1

UPS Service: UPS Ground

Package Weight: 0.2 LBS

Reference Number: CT11020D - CSC TO ATC

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9/8/2020 UPS CampusShip | UPS - United States

https://www.campusship.ups.com/cship/create?ActionOriginPair=default___PrintWindowPage&key=labelWindow&type=html&loc=en_US&instr=A&do… 1/1

UPS CampusShip: View/Print Label

2. Fold the printed label at the solid line below. Place the label in a UPS Shipping Pouch. If you do not have a pouch,affix the folded label using clear plastic shipping tape over the entire label.

3. GETTING YOUR SHIPMENT TO UPSCustomers with a Daily PickupYour driver will pickup your shipment(s) as usual.

FOLD HERE

TM TM TM

Jennifer Iliades

From: UPS Quantum View <[emailprotected]>Sent: Thursday, September 10, 2020 1:35 PMTo: Jennifer IliadesSubject: UPS Delivery Notification, Tracking Number 1Z9Y45030319969380

Hello, your package has been delivered.

Delivery Date: Thursday, 09/10/2020

Delivery Time: 01:33 PM

Left At: FRONT DESK

Signed by: KENN

CENTERLINE SITE ACQUISITION

Tracking Number: 1Z9Y45030319969380

Ship To:

CITY OF MILFORD 110 RIVER STREET MILFORD, CT 064603318 US

Number of Packages: 1

UPS Service: UPS Ground

Package Weight: 0.2 LBS

Reference Number: CT11020D - CSC TO CITY

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Download the UPS mobile app

All trademarks, trade names, or service marks that appear in connection with UPS's services are the property of their respective owners.

Please do not reply directly to this email. UPS will not receive any reply message.

Review the UPS Privacy Notice

For Questions, Visit Our Help and Support Center

9/8/2020 UPS CampusShip | UPS - United States

https://www.campusship.ups.com/cship/create?ActionOriginPair=default___PrintWindowPage&key=labelWindow&type=html&loc=en_US&instr=A&do… 1/1

UPS CampusShip: View/Print Label

2. Fold the printed label at the solid line below. Place the label in a UPS Shipping Pouch. If you do not have a pouch,affix the folded label using clear plastic shipping tape over the entire label.

3. GETTING YOUR SHIPMENT TO UPSCustomers with a Daily PickupYour driver will pickup your shipment(s) as usual.

FOLD HERE

TM TM TM

Jennifer Iliades

From: UPS Quantum View <[emailprotected]>Sent: Thursday, September 10, 2020 11:01 AMTo: Jennifer IliadesSubject: UPS Delivery Notification, Tracking Number 1Z9Y45030313848397

Hello, your package has been delivered.

Delivery Date: Thursday, 09/10/2020

Delivery Time: 10:59 AM

Left At: FRONT DESK

Signed by: SIG ON FILE

CENTERLINE SITE ACQUISITION

Tracking Number: 1Z9Y45030313848397

Ship To:

CITY OF MILFORD 70 WEST RIVER STREET MILFORD, CT 064603317 US

Number of Packages: 1

UPS Service: UPS Ground

Package Weight: 0.2 LBS

Reference Number: CT11020D - CSC TO P&Z

The linked image cannot be d isplayed. The file may have been mov ed, renamed, or deleted. Verify that the link points to the correct file and location.

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All trademarks, trade names, or service marks that appear in connection with UPS's services are the property of their respective owners.

Please do not reply directly to this email. UPS will not receive any reply message.

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For Questions, Visit Our Help and Support Center

CSC Notice of Exempt Modification - CT.gov - [PDF Document] (2024)