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
II
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
FF
UNKNOWNUNKNOWN UNKNOWNUNKNOWN
All Public,Public SewerAll Public,Public Sewer
00
091 80713A7 1091 80713A7 1
UNKNOWNUNKNOWN
00
00
NANA
9/8/2020
00
VacantVacant
00
NANA
NANA
00
NANA
NANA
00
CELL TOWERMDL-00CELL TOWERMDL-00
NANA
NANA
NANA
NANA
NANA
NANA
NANA
02304602304611 100283100283
NANA
03366/016303366/0163
NANA
33
11
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
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
VE
WOODMONT ROADWOODMONT ROAD
RESEARCH DRIVE
QUAR
RY RO
AD
ANDERSON AVENUE
QUARRY ROAD
WOODMONT ROAD
I-95 NORTHBOUND
I-95 SOUTHBOUND
ANDERSON AVENUE
CHELSEA CIRCLE
QUIRK ROAD
RESEARCH DRIVE
RESEARCH DRIVE
HEENAN DRIVE
HEENAN DRIVE
HUNT
ERS R
UN
6-8
6--
6-3
6-1
15A
1B
1A
6D
6A
2X
2B
2M
2L2P
2D
16
17
82
13
1A
2A
25
6HI
6-6
12M
12N
3C
3B
6H
32
54
1
1
2
6-10
2Y--
6-146-16
6-12
6-11
13A6
13A7
6-18
6-4
2UA
2UB
2AA
1A
3A
2V
2T2A
2N
2Q
2R
2S
2K
2J
2H
2G
2F
2E2W
2
1
1
3
6-2--
13A45
4-07
2Z
3A
3D
2
3
185'
133.4'
27'80.2'
80.2'
157'
157'
157'
181.61'
67.96'
154.9'
102'
102'
183'
122'
122'
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
3'
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
5'
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
7'
926.54
'
300'
450.78'
337.09
'
238'
371.96'
220'
472.94'
433.33'
299.62'
447.6'
352.28'
461.6
7'
281'
272'
165'
157'
167'
287'
356.19'
283.4
2'
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
4'
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
7'
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'
150'
150'
102'
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
6'
131.18'360' 254'
224'102
' 75'
34.4'
112.6
'
163.4
'
179.3
'
80'
88'
84'
809
808
706
807
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
2.1 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
0.69 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
0.3 AC
0.35 AC
0.3 AC
0.29 AC
0.51 AC
0.31 AC
0.43 AC
0.29 AC
0.29 AC
0.29 AC
0.29 AC
0.29 AC
0.29 AC
0.32 AC
0.29 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
69
6810
91
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
2
LOCATION MAPVICINITY MAP
Know what's below. Call before you dig.
R
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
R
E
S
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A
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R
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A
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R
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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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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
2
0 10' 20'
SCALE: 1"=10' (11X17)
1"=5' (22X34)
1
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
X
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)
1
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
IB
AutoCAD SHX Text
IB
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
IB
AutoCAD SHX Text
IB
AutoCAD SHX Text
IB
AutoCAD SHX Text
IB
AutoCAD SHX Text
G
AutoCAD SHX Text
M
AutoCAD SHX Text
G
AutoCAD SHX Text
M
AutoCAD SHX Text
3' X 6' PLATFORM
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5' H-FRAME
AutoCAD SHX Text
M
AutoCAD SHX Text
MONOPOLE
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AV
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AV
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GRAVEL SURFACE
AutoCAD SHX Text
M
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
M
AutoCAD SHX Text
T
AutoCAD SHX Text
ASPHALT SURFACE
AutoCAD SHX Text
ASPHALT SURFACE
AutoCAD SHX Text
M
AutoCAD SHX Text
4'-3" X 10'-0" GEN. PAD FOR BACKUP POWER
AutoCAD SHX Text
10' H-FRAME
AutoCAD SHX Text
K
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ATS
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T
AutoCAD SHX Text
HH
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HH
AutoCAD SHX Text
HH
AutoCAD SHX Text
10' X 20' SHELTER
AutoCAD SHX Text
EXISTING T-MOBILE EQUIPMENT ON A T-MOBILE EQUIPMENT ON A EQUIPMENT ON A 130 SQ. FT. CONCRETE PAD W/ 143 SQ. FT. GROUND SPACE
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MILFORD CT 2
MILFORD/ I-95/ X40/ QUA_1
185 RESEARCH DRIVE
MILFORD, CT 06460
C-102
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
2 GROUND CHANGE NG 09/02/20
2
DETAILED GROUND
PLAN
T Mobile ©
1
EXISTING GROUND EQUIPMENT LAYOUT
2
PROPOSED GROUND EQUIPMENT LAYOUT
0 5' 10'
SCALE: 1"=5' (11X17)
1"=2.5' (22X34)
0 5' 10'
SCALE: 1"=5' (11X17)
1"=2.5' (22X34)
SITE PLAN NOTES:
1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD
EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING
DEAD 2G (6201 CABS) EQUIPMENT.
2. REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEAD
EQUIPMENT IF APPLICABLE.
3. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY
4. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.
DISPOSE OF MATERIALS PROPERLY OFF SITE.
T-MOBILE CM APPROVAL REQUIRED
BEFORE INSTALLING CABINETS
1
R-601
PROPOSED (4) BB 6630
INSIDE 6160
CABINET
PROPOSED
HYBRID CABLE
SYSTEM
PROPOSED 6160
CABINET ENCLOSURE
PROPOSED
B160 BATTERY CABINET
RELOCATED AAV
INSIDE 6160
CABINET ENCLOSURE
1
'-
"
3
'-
"
6
"
PROPOSED
XTE-401 2416
CABINET
1
'-
"
4
"
4
"
AutoCAD SHX Text
EXISTING HYBRID CABLE SYSTEM
AutoCAD SHX Text
EXISTING 3106 CABINET (TO BE REMOVED)
AutoCAD SHX Text
ICE BRIDGE
AutoCAD SHX Text
MONOPOLE
AutoCAD SHX Text
EXISTING T-MOBILE EQUIPMENT ON A T-MOBILE EQUIPMENT ON A EQUIPMENT ON A 130 SQ. FT. CONCRETE PAD W/ 143 SQ. FT. GROUND SPACE
AutoCAD SHX Text
HANDHOLE
AutoCAD SHX Text
ICE BRIDGE
AutoCAD SHX Text
MONOPOLE
AutoCAD SHX Text
EXISTING T-MOBILE EQUIPMENT ON A T-MOBILE EQUIPMENT ON A EQUIPMENT ON A 130 SQ. FT. CONCRETE PAD W/ 143 SQ. FT. GROUND SPACE
AutoCAD SHX Text
TELCO
AutoCAD SHX Text
METER
AutoCAD SHX Text
HANDHOLE
AutoCAD SHX Text
EXISTING 6102 CABINET ENCLOSURE
AutoCAD SHX Text
EXISTING 6102 CABINET ENCLOSURE
AutoCAD SHX Text
EXISTING HYBRID CABLE SYSTEM
AutoCAD SHX Text
TELCO
AutoCAD SHX Text
METER
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MILFORD CT 2
MILFORD/ I-95/ X40/ QUA_1
185 RESEARCH DRIVE
MILFORD, CT 06460
C-201
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:
TOWER ELEVATION
0 FOR CONSTRUCTION NG 09/02/20
PROPOSED T-MOBILE
RAD CENTER @ 145'
1
TOWER ELEVATION
SCALE: N.T.S.
PROPOSED T-MOBILE
EQUIPMENT
2
C-401
1
C-401
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE AMERICAN TOWER
CONSTRUCTION MANAGER THAT THEY HAVE THE
MOST RECENT VERSION OF THE STRUCTURAL
ANALYSIS BEFORE COMMENCING WORK.
EXISTING AND PROPOSED TOWER
APPURTENANCES, MOUNTS, AND ANTENNAS ARE
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
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.
3. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE
ABOVE GROUND LEVEL (A.G.L.)
T Mobile ©
PROPOSED T-MOBILE
RAD CENTER @ 50'
AutoCAD SHX Text
EXISTING TOWER
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EXISTING AND
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EXISTING TOP OF BASE PLATE
AutoCAD SHX Text
TOP OF EXISTING TOWER
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ELEV. 183'
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TOP OF EXISTING HIGHEST APPURTENANCE
AutoCAD SHX Text
ELEV. 188'
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EXISTING CARRIER ANTENNAS RAD CENTER @
AutoCAD SHX Text
127'
AutoCAD SHX Text
EXISTING CARRIER ANTENNAS RAD CENTER @
AutoCAD SHX Text
167'
AutoCAD SHX Text
EXISTING CARRIER ANTENNAS RAD CENTER @
AutoCAD SHX Text
171'
AutoCAD SHX Text
EXISTING CARRIER ANTENNAS RAD CENTER @
AutoCAD SHX Text
185'
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MILFORD/ I-95/ X40/ QUA_1
185 RESEARCH DRIVE
MILFORD, CT 06460
C-401
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:
ANTENNA INFORMATION
& SCHEDULE
0 FOR CONSTRUCTION NG 09/02/20
1
EXISTING ANTENNA PLAN
SCALE: N.T.S.
2
FINAL ANTENNA PLAN
SCALE: N.T.S.
3
EQUIPMENT SCHEDULES
FINAL ANTENNA SCHEDULE
LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
SECTOR RAD AZ POS ANTENNA BAND
MECH/ELEC
D-TILT
STATUS
ADDITIONAL TOWER
MOUNTED EQUIPMENT
STATUS
ALPHA 145' 50°
A1AIR 21, 1.3, B2A B4P
G1900/U1900/U2100 0° ADD REL
A2 0° - -
A3 0°
RRUS 4415 B25 ADD
A4 AIR6449 B41 L2500/N2500 0° ADD - -
BETA 145' 170°
B1AIR 21, 1.3, B2A B4P
G1900/U1900/U2100 0° ADD REL
B2 0° - -
B3 0°
RRUS 4415 B25 ADD
B4 AIR6449 B41 L2500/N2500 0° ADD - -
GAMMA 145' 290°
C1AIR 21, 1.3, B2A B4P
G1900/U1900/U2100 0° ADD REL
C2 0° - -
C3 0°
RRUS 4415 B25 ADD
C4 AIR6449 B41 L2500/N2500 0° ADD - -
EXISTING ANTENNA SCHEDULE
LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
SECTOR RAD AZ POS ANTENNA BAND
MECH/ELEC
D-TILT
STATUS
ADDITIONAL TOWER
MOUNTED EQUIPMENT
STATUS
REL
RMV
REL
RMV
REL
RMV
FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER STATUS COAX HYBRID STATUS
- -
- - -
(2) 1-1/4"
ADD
EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY
MODEL NUMBER STATUS COAX HYBRID STATUS
RMV
CABLE LENGTHS FOR JUMPERS
JUNCTION BOX TO RRU: 15'
RRU TO ANTENNA: 10'
1. CONFIRM WITH T-MOBILE REP
FOR APPLICABLE
UPDATES/REVISIONS AND
MOST RECENT RFDS FOR NSN
CONFIGURATION (CONFIG). GC
TO CAP ALL UNUSED PORTS.
2. CONFIRM SPACING OF
PROPOSED EQUIP DOES NOT
CAUSE TOWER CONFLICTS
NOR IMPEDE TOWER CLIMBING
PEGS.
NOTES
STATUS ABBREVIATIONS
RMV: TO BE REMOVED
: TO REMAIN
REL: TO BE RELOCATED
ADD: TO BE ADDED
T Mobile ©
PROPOSED
AIR6449 B41
ANTENNA
(1 PER SECTOR)
(TYP. 3)
2
C-501
PROPOSED
RRUS 4415 B25
RRU
(1 PER SECTOR)
(TYP. 3)
A
Z
.
=
A
L
P
H
A
5
°
A
Z
.=B
E
T
A
1
7
°
A
Z
.
=
G
A
M
M
A
2
9
°
A
Z
.=B
E
T
A
1
7
°
A
Z
.
=
A
L
P
H
A
5
°
A
Z
.
=
G
A
M
M
A
2
9
°
A1
A4
B1
B4
C1
C4
PROPOSED
AIR 21, 1.3, B2A B4P
ANTENNA
(1 PER SECTOR)
(TYP. 3)
1
C-501
1
C-501
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
RMN
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
RMN
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
RMN
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
RMN
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
RMN
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
RMN
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
145'
AutoCAD SHX Text
50°
AutoCAD SHX Text
A1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
A2
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
A3
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
KRY 112 489/2
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
A4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
BETA
AutoCAD SHX Text
145'
AutoCAD SHX Text
170°
AutoCAD SHX Text
B1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
B2
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
B3
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
KRY 112 489/2
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
B4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
145'
AutoCAD SHX Text
290°
AutoCAD SHX Text
C1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
C2
AutoCAD SHX Text
AIR 32 B2A/B66A
AutoCAD SHX Text
L190/L210
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
C3
AutoCAD SHX Text
APXVAARR24_43-U-NA20
AutoCAD SHX Text
N600/L600/L700/U1900/U2100
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN
AutoCAD SHX Text
KRY 112 144/1
AutoCAD SHX Text
KRY 112 489/2
AutoCAD SHX Text
RADIO 4449 B71 B85A
AutoCAD SHX Text
RMN
AutoCAD SHX Text
C4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
(6) 1-5/8"
AutoCAD SHX Text
(2) 1-1/4"
AutoCAD SHX Text
RMN
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
(6) 1-5/8"
AutoCAD SHX Text
(2) 1-1/4"
AutoCAD SHX Text
RMN
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
(9) 1-5/8"
AutoCAD SHX Text
-
AutoCAD SHX Text
RMN: TO REMAIN
AutoCAD SHX Text
EXISTING AIR 32 B2A/B66A ANTENNA (1 PER SECTOR) (TYP. 3)3)
AutoCAD SHX Text
EXISTING TOWER
AutoCAD SHX Text
EXISTING PLATFORM
AutoCAD SHX Text
EXISTING RADIO 4449 B71 B85A RRU (1 PER SECTOR) (TYP. 3)
AutoCAD SHX Text
EXISTING KRY 112 144/1 & KRY 112 489/2 TTA (TYP. 6)
AutoCAD SHX Text
EXISTING APXVAARR24_43-U-NA20 ANTENNA (1 PER SECTOR) (TYP. 3)3)
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
50%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
BETA
AutoCAD SHX Text
170%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
290%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
50%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
BETA
AutoCAD SHX Text
170%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
290%%d
AutoCAD SHX Text
A1
AutoCAD SHX Text
A2
AutoCAD SHX Text
A3
AutoCAD SHX Text
A4
AutoCAD SHX Text
B1
AutoCAD SHX Text
B2
AutoCAD SHX Text
B3
AutoCAD SHX Text
B4
AutoCAD SHX Text
C1
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
C4
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
50%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
BETA
AutoCAD SHX Text
170%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
290%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
ALPHA
AutoCAD SHX Text
50%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
BETA
AutoCAD SHX Text
170%%d
AutoCAD SHX Text
AZ.=
AutoCAD SHX Text
GAMMA
AutoCAD SHX Text
290%%d
AutoCAD SHX Text
A2
AutoCAD SHX Text
A3
AutoCAD SHX Text
B2
AutoCAD SHX Text
B3
AutoCAD SHX Text
C2
AutoCAD SHX Text
C3
AutoCAD SHX Text
EXISTING AIR 32 B2A/B66A ANTENNA (1 PER SECTOR) (TYP. 3)3)
AutoCAD SHX Text
EXISTING KRY 112 144/1 TTA (1 PER SECTOR) (TYP. 3)3)
AutoCAD SHX Text
EXISTING APXVAARR24_43-U-NA20 ANTENNA (1 PER SECTOR) (TYP. 3)3)
AutoCAD SHX Text
EXISTING RADIO 4449 B71 B85A RRU (1 PER SECTOR) (TYP. 3)
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MILFORD CT 2
MILFORD/ I-95/ X40/ QUA_1
185 RESEARCH DRIVE
MILFORD, CT 06460
C-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:
CONSTRUCTION
DETAILS
0 FOR CONSTRUCTION NG 09/02/20
PROPOSED RRU MOUNT LOCATION (OPTION 2)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
PROPOSED RRU MOUNT LOCATION (OPTION 1)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
2
PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
TO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONG
IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET
PROPOSED ANTENNA
1
PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
T Mobile ©
AutoCAD SHX Text
EXISTING LOW-PROFILE PLATFORM
AutoCAD SHX Text
EXISTING UPPER SUPPORT RAIL
AutoCAD SHX Text
EXISTING LOW-PROFILE PLATFORM
AutoCAD SHX Text
EXISTING UPPER SUPPORT RAIL
AutoCAD SHX Text
EXISTING ANTENNA MOUNTING PIPE
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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
1
TYPICAL ANTENNA GROUNDING DIAGRAM
SCALE: N.T.S.
PROPOSED ANTENNA
PROPOSED JUMPER
PROPOSED WEATHERPROOFING KIT
2
E-501
3
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.
2
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.
2.
1/4" X 4" X 6" GROUND BAR
(ERICO P/N: EGBA14406CC OR EQUAL)
3
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
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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
2
ANTENNA CONFIGURATION
SCALE: NOT TO SCALE
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
1
CABINET CONFIGURATION
SCALE: NOT TO SCALE
SHEET NUMBER: REVISION:
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MILFORD CT 2
MILFORD/ I-95/ X40/ QUA_1
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
1
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
1
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
1
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
1
EQUIPMENT SPECIFICATIONS
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
SHEET NUMBER: REVISION:
Co
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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
1
EQUIPMENT SPECIFICATIONS
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
SHEET NUMBER: REVISION:
Co
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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
1
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)
0.00© 2007 - 2020 by ATC IP LLC. All rights reserved. Base Elev (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
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
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
Page: 1
Site Number:7/17/2020 6:01:52 AM
Code:302535Site Name: Milford CT 2, CT
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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)
MZ
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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)
MZ
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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)
MZ
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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)
MZ
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
kk
):1
L):
):s
E):):
av
ds):d1):
s):ss
::
Segment (ft)
Height Above Base Weight(lb) (lb-ft)
WC
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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)
WC
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
© 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-HEngineering Number:13251808_C3_04
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
MP
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
p)
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
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
56
2.75
171.4
-
#DIV/0!
#N/A
Vertical Weld
Horizontal Weld
50
65
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
0.000
0.0
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
k
0.0
0.0
0.0
Vu
Shear
21773.350.35004.178075.2036
in4#in4in2in2-
Section
-
Factor
k-ft
Mu
Moment
0.0
0.0
0.0
30.7
0.00
0.26
0.00
0.00
0.74 3.9761
0.0000
0.0
1095.5
0.0
0.0
3152.0
0.0
0.3
0.660
Internal Base Plate
16
2.25
0.000
210.0
392.7
0.535
0.0
4
2.5
Dywidag Reinforcement
55.5
80
100
Plate Compression
0.000
0.169
0.000
0.000
0.0
0.0
-
64.6
-
#DIV/0!
#DIV/0!
133.68
0.0
#N/A
-
0.0
0.0
0.000
0.0
0.000
0.000
0.000
0.169
0.085
3.670
#N/A
0.333
0.085
0.0
0.00
56
75
100
259.8
0.662
3.090
#DIV/0!
N/A
0.55
c
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
Y
XZ
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
N1
CENTER
N3
N4
N5
N6
N7
N8
N9
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
MP
8
M52
MP
7
M66
M13
M52
M68
M52
M69
M54
MP
6
M32
M67
M52
M3
M38
M78
MP
9
MP
8
M79
M88M88
M54
M85M9
M52
M89
MP
5
M30
M16
M90
M52
MP
7
M80M81
M87M87
M86
M3M9
M55M
4
M52
M55
M20
M39
M14
M84
M52
MP
6
M52
M59
M55
MP
9
M35
M93
M57
MP
8
M54
M92
M93
M33
M61
M96
M4
M95
M3
MP
5
M57
M94
M8M1
M94
M60
M55
M91
MP
7
M53
M31
MP
10
M23
M58
MP
4
M1M76
M53
M8
M55
M77
M54
M1
MP
6
M26M10
M21
MP
9
M34
M55M55
M5
M98
MP
5
M99
M57
M99
M53
M83
MP
10
MP
4
M54
M56
MP
3
M5
M70M71
M56
M53
M24
MP
11
M27M17
M53
M2
M7M28
M101
M75
M102
MP
10
M54
MP
4
M74M7
M56
MP
3
MP
2
M57
M53
M6M6
MP
11
M73M11
M53
M72
M25
M2
M54
M36
M100
MP
12
M29
M100
MP
3
M97
M37
M56
M53
MP
2
MP
1
M15
MP
11
M2
M54
M12M62
M18
M57
M53
M64
M54
M65M63
MP
12
M53
MP
2
M56
MP
1
M22
M57
M19M
P12
M56
M57
M82
M56
MP
1
Y
XZ
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
RISA-3D Version 17.0.4 Page 3 [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
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
RISA-3D Version 17.0.4 Page 4 [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
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
RISA-3D Version 17.0.4 Page 5 [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
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
RISA-3D Version 17.0.4 Page 6 [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
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.
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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.
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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
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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.
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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%
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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%
T-Mobile 2500 MHz LTE 2 6412.98 145.0 21.93 2500 MHz LTE 1000 2.19%
Total: 9.69%
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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
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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
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Number of Packages: 1
UPS Service: UPS Ground
Package Weight: 0.2 LBS
Reference Number: CT11020D - CSC TO ATC
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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.
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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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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.
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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
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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
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