S TA TE OF CON N ECTI CU T
CO NN E C TI C UT S IT IN G CO UN C IL
Ten Franklin Square, New Britain, CT 06051
Phone: (860) 827-2935 Fax: (860) 827-2950
E-Mail: siting.council@ct.gov
Web Site: portal.ct.gov/csc
VIA ELECTRONIC MAIL
January 7, 2022
Eric Breun
Transcend Wireless
10 Industrial Avenue, Suite 3
Mahwah, NJ 07430
ebreun@transcendwireless.com
RE:
TS-T-MOBILE-025-211006 – T-Mobile request for an order to approve tower sharing at
an existing telecommunications facility located at 1325 Cheshire Street, Cheshire,
Connecticut.
Dear Mr. Breun:
The Connecticut Siting Council (Council) is in receipt of your correspondence of January 7, 2022
submitted in response to the Council’s November 4, 2021 notification of an incomplete request for
tower sharing with regard to the above-referenced matter.
The submission renders the request for tower sharing complete and the Council will process the
request in accordance with the Federal Communications Commission 60-day timeframe.
Thank you for your attention and cooperation.
Sincerely,
Melanie A. Bachman
Executive Director
MAB/FOC/emr
S:\EMS_TS\1_BYTOWN\Cheshire\CheshireSt\T-Mobile\ts-t-mobile-025-211006_responseandacknowledgement_CheshireSt.docx
10 INDUSTRIAL AVE,
SUITE 3
MAHWAH NJ 07430
PHONE: 201.684.0055
FAX:
201.684.0066
January 6, 2021
Melanie A. Bachman
Executive Director
Connecticut Siting Council
10 Franklin Square
New Britain, CT 06051
T-Mobile Northeast LLC – CTNH568A – Response to Incomplete Modification – TS-T-MOBILE-025-211006
Tower Share Application
1325 Cheshire Street
Latitude- 41.53258889
Longitude- -72.87047222
Dear Ms. Bachman,
This letter and attachments are submitted on behalf of T-Mobile Northeast LLC (“T-Mobile”). T-Mobile
plans to install antennas and related equipment at the tower site located at 1325 Cheshire Street, Cheshire,
Connecticut.
T-Mobile will install six (6) 600/700/1900/2100/5G MHz antennas and six (6) RRUs at the 129’ level of
the existing 199’ monopole tower. Three (3) hybrid cables will also be installed. T-Mobile’s equipment cabinets
will be placed on a 10’ X 15’ concrete pad within the existing ground facility. Included are plans by American
Tower (Colliers Engineering), dated September 1, 2021, depicting the planned changes and attached as Exhibit
A. Also included is a structural analysis prepared by American Tower (CLS Engineering), dated July 30, 2021,
confirming that the existing tower is structurally capable of supporting the proposed equipment. This is attached
and detailed in Exhibit B.
Please accept this letter as notification pursuant to Regulations of Connecticut State Agencies 16-50aa,
of T-Mobile’s intent to share a telecommunications facility pursuant to R.C.S.A. 16-50j-88. In accordance with
R.C.S.A., a copy of this letter is being sent to Sean Kimball, Town Manager of Cheshire, William Voelker,
Town Planner, as well as the tower and property owner, American Tower Corporation. Please see the attached
letter from American Tower Corporation authorizing the proposed shared use of this facility attached as Exhibit
C.
The planned modifications of the facility fall squarely within those activities explicitly provided for in
R.C.S.A. 16-50j-89.
1. The proposed modification will not result in an increase in the height of the existing structure. The top
of the monopole is 199’; T-Mobile’s proposed antennas will be located at a center line height of 129’.
2. The proposed modifications will not result in the increase of the site boundary as depicted on the
attached site plan.
3. The proposed modifications will not increase noise levels at the facility by six decibels or more, or to
levels that exceed local and state criteria. T-Mobile’s plans include the installation of an emergency
back-up generator; noise associated with this installation is exempt from State and local noise standards.
The incremental effect of the proposed changes will be negligible.
4. The operation of the proposed antennas will not increase radio frequency emissions at the facility to a
level at or above the Federal Communications Commission safety standard. As indicated in the attached
power density calculations, the combined site operations will result in a total power density of 22.35%,
as evidenced by Exhibit D.
Connecticut General Statutes 16-50aa indicates that the Council must approve the shared use of a
telecommunications facility provided it finds the shared use is technically, legally, environmentally, and
economically feasible and meets public safety concerns. As demonstrated in this letter, T-Mobile
respectfully submits that the shared use of this facility satisfies these criteria.
A. Technical Feasibility. The existing monopole has been deemed structurally capable of supporting TMobile’s proposed loading, with the tower modifications/reinforcements as detailed in the structural
analysis. The structural analysis is included as Exhibit B.
B. Legal Feasibility. As referenced above, C.G.S. 16-50aa has been authorized to issue orders approving
the shared use of an existing tower such as this monopole in Cheshire. Under the authority granted to the
Council, an order of the Council approving the requested shared use would permit T-Mobile to obtain a
building permit for the proposed installation. Further, a Letter of Authorization is included as Exhibit C,
authorizing T-Mobile to file this application for shared use.
C. Environmental Feasibility. The proposed shared use of this facility would have minimal environmental
impact. The installation of T-Mobile equipment at the 129’ level of the existing 199’ tower would have
an insignificant visual impact on the area around the tower. T-Mobile’s ground equipment would be
installed within the existing facility compound. T-Mobile’s shared use would therefore not cause any
significant alteration in the physical or environmental characteristics of the existing site. Additionally, as
evidenced by Exhibit D, the proposed antennas would not increase radio frequency emissions to a level
at or above the Federal Communications Commission safety standard.
D. Economic Feasibility. T-Mobile will be entering into an agreement with the owner of this facility to
mutually agreeable terms. As previously mentioned, the Letter of Authorization has been provided by
the owner to assist T-Mobile with this tower sharing application.
E. Public Safety Concerns. As discussed above, the monopole is structurally capable of supporting TMobile’s proposed loading. T-Mobile is not aware of any public safety concerns relative to the proposed
sharing of the existing monopole. T-Mobile’s intentions of providing new and improved wireless service
through the shared use of this facility is expected to enhance the safety and welfare of local residents and
individuals traveling through Cheshire and nearby the facility.
Sincerely,
Eric Breun
Eric Breun
Transcend Wireless
10 Industrial Ave., Suite 3
Mahwah, New Jersey
ebreun@transcendwireless.com
201-658-7728
CC: Sean Kimball – Town Manager
William Voelker – Town Planner
American Tower Corporation
ST
E
RE
T
SITE LOCATION
SITE LOCATION
www.colliersengineering.com
Doing Business as
C O N S U L T I N G
MADISON
135 New Road
Madison, CT 06443
Phone: 860.395.0055
ATC SITE NAME: CHESHIRE
ATC SITE NUMBER: 208478
T-MOBILE SITE NAME: CTNH568A
T-MOBILE SITE NUMBER:CTNH568A
SITE ADDRESS: 1325 CHESHIRE STREET
CHESHIRE, CT 06410
VICINITY MAP
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
LOCATION MAP
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
ATC SITE NUMBER:
208478
T-MOBILE COVERAGE STRATEGY COLOCATION PLAN
67E5A998E 6160 CONFIGURATION
COMPLIANCE CODE
PROJECT SUMMARY
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.
SITE ADDRESS:
1. INTERNATIONAL BUILDING CODE (IBC)
THE PROPOSED PROJECT INCLUDES INSTALLING
EQUIPMENT CABINETS ON A PROPOSED CONCRETE PAD
INSIDE A 10' X 15' GROUND SPACE WITHIN THE EXISTING
COMPOUND, AND INSTALLING NEW EQUIPMENT AND
MOUNTS ON THE EXISTING TOWER.
CHESHIRE, CT 06410
COUNTY: NEW HAVEN
GEOGRAPHIC COORDINATES:
2. NATIONAL ELECTRIC CODE (NEC)
4. CITY/COUNTY ORDINANCES
LATITUDE: 41.53258889
LONGITUDE: -72.87047222
GROUND ELEVATION: -170' AMSL
PROJECT NOTES
1.
2.
3.
PROJECT TEAM
4.
TOWER OWNER:
UTILITY COMPANIES
POWER COMPANY: ITRON
PHONE: (203) 874-9381
TELEPHONE COMPANY: T-MOBILE
PHONE: (800) 937-8997
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
APPLICANT:
T-MOBILE
ENGINEER:
COLLIERS ENGINEERING &
DESIGN CT, P.C.
135 NEW ROAD
MADISON, CT 06443
PROJECT #:
21904211A
PROPERTY OWNER:
AMERICAN TOWER
116 HUNTINGTON AVE
BOSTON, MA 02116
PLANNING / APPLICANT'S
REPRESENTATIVE:
THE DERNA GROUP
22431 ANTONIO PARKWAY
SUITE B160-234
RANCHO SANTA MARGARITA,
CA 92688
CONTACT: RACHEL BRUIN
PHONE: (805) 215-9444
EMAIL:
RBRUIN@DERNAGRP.COM
CHESHIRE
T-MOBILE SITE NAME:
PROJECT DESCRIPTION
1325 CHESHIRE STREET
3. LOCAL BUILDING CODE
ATC SITE NAME:
5.
6.
THE FACILITY IS UNMANNED.
A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE
A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
NO SANITARY SEWER, POTABLE WATER OR TRASH
DISPOSAL IS REQUIRED.
HANDICAP ACCESS IS NOT REQUIRED.
THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS
AN ELIGIBLE FACILITIES REQUEST ENTITLED TO
EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A
MODIFICATION OF AN EXISTING WIRELESS TOWER THAT
INVOLVES THE COLLOCATION, REMOVAL, AND/OR
REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS
NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7).
PROJECT LOCATION DIRECTIONS
CTNH568A
SHEET INDEX
SHEET
NO:
DESCRIPTION:
REV:
DATE:
BY:
G-001
TITLE SHEET
2
01/03/22
RMD
G-002
GENERAL NOTES
2
01/03/22
RMD
C-001
OVERALL SITE PLAN
2
01/03/22
RMD
C-101
DETAILED SITE PLAN
2
01/03/22
RMD
C-201
TOWER ELEVATION
2
01/03/22
RMD
C-401
ANTENNA INFORMATION & SCHEDULE
2
01/03/22
RMD
C-501
MOUNT DETAILS
2
01/03/22
RMD
C-502
CONSTRUCTION DETAILS
2
01/03/22
RMD
C-503
CONSTRUCTION DETAILS
2
01/03/22
RMD
E-101
GROUNDING DETAILS & ELECTRICAL SCHEMATIC
2
01/03/22
RMD
E-501
GROUNDING DETAILS
2
01/03/22
RMD
E-601
PANEL SCHEDULE
2
01/03/22
RMD
R-601
SUPPLEMENTAL
R-602
SUPPLEMENTAL
R-603
SUPPLEMENTAL
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:04-05'00'
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
R-604
SUPPLEMENTAL
CUSTOMER ID:
CTNH568A
R-605
SUPPLEMENTAL
CUSTOMER #:
CTNH568A
R-606
SUPPLEMENTAL
R-607
SUPPLEMENTAL
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
E
IR
SH
E
CH
Engineering
& Design
1.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
3.
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.
B.
ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE
INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE
ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY.
23.
CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE
SPECIFICATIONS AND REQUIREMENTS.
C.
INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.
24.
CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
D.
IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING
PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED
SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.
25.
ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS
SHOWN IN THESE PLANS.
E.
OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A.
2.
22.
BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
BUILD/CO-LOCATE ONLY)
AC/TELCO INTERFACE BOX (PPC)
ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
TOWERS, MONOPOLES
TOWER LIGHTING
GENERATORS & LIQUID PROPANE TANK
ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
ANTENNAS (INSTALLED BY OTHERS)
TRANSMISSION LINE
TRANSMISSION LINE JUMPERS
TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
TRANSMISSION LINE GROUND KITS
HANGERS
HOISTING GRIPS
BTS EQUIPMENT
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.
26.
27.
28.
29.
ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS.
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.
31.
10.
32.
33.
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.
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.
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.
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.
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.
I.
1.
13.
14.
EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
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.
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.
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.
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.
18.
19.
CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
3.
4.
CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY.
5.
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.
6.
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.
INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL,
OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
APPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE.
ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS
D1.1, UNLESS NOTED OTHERWISE.
8.
ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED
IN "METHOD 1" OF ACI 301.
MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED
OTHERWISE.
9.
DO NOT WELD OR TACK WELD REINFORCING STEEL.
10.
ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE
SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE
IN PLACE BEFORE START OF CONCRETE PLACEMENT.
PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND
OFF GALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND
WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES
WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND
MANUFACTURERS RECOMMENDATIONS.
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.
THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING
WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE
COMPLETE.
11.
REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
12.
DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
13.
FOR COLD-WEATHER (ACI 306) AND HOT-WEATHER (ACI 301M) CONCRETE PLACEMENT,
CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE,
MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED.
PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM.
14.
ALL CONCRETE SHALL HAVE A "SMOOTH FORM FINISH."
15.
SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE
CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE
SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL
TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318.
ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM
THE ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITING
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
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.
16.
DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315).
17.
ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL
CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS.
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.
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.
ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE
3.
ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
COAXIAL CABLE (NOT WITHIN BENDS)
B.
ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED
OTHERWISE.
C.
ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)
18.
LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE
CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE
ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED
CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT
DRAWINGS.
D.
ASTM A-325, TYPE SC OR N
MEMBERS
E.
ASTM F-1554 07
- ALL BOLTS FOR CONNECTING STRUCTURAL
- ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE
ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER
FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL
BE GALVANIZED PER ASTM A153 OR B695.
ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE
EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH
(2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780
AND MANUFACTURER’S RECOMMENDATIONS.
DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
DETAILED ON STRUCTURAL DRAWINGS.
CONNECTIONS:
2.
MIX DESIGN SHALL BE APPROVED BY T-MOBILE REP PRIOR TO PLACING CONCRETE.
3.
CONCRETE SHALL BE NORMAL WEIGHT, 6 % AIR ENTRAINED (+/- 1.5%) WITH A SLUMP
RANGE OF 3-6" AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI
UNLESS OTHERWISE NOTED.
4.
BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS.
21.
ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT
BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE OF SUFFICIENT
STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE.
22.
SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6"
GRAVEL BENEATH SLAB.
1.
ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR.
STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL
CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL
AND STATE CODES AND NATIONAL ELECTRICAL CODE.
2.
ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES,
CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF
THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL
CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT
MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE
CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF CONCORDIA.
IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
3.
CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY
LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF
ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN
THE COURSE OF CONSTRUCTION.
ASTM C150, TYPE 2
REINFORCEMENT:
ASTM A185, PLAIN STEEL WELDED WIRE FABRIC
REINFORCEMENT BARS:
ASTM A615, GRADE 60, DEFORMED
NORMAL WEIGHT AGGREGATE:
ASTM C33
WATER:
ASTM C 94/C 94M
WELDED WIRE FABRIC:
ASTM A185
ADMIXTURES:
-WATER-REDUCING AGENT:
A.
ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND
CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING
CODE D1.1.
ASTM C 494/C 494M, TYPE A
-AIR-ENTERING AGENT: ASTM C 260/C 260M
-SUPERPLASTICIZER:
ASTM C494, TYPE F OR TYPE G
-RETARDING:
ASTM C 494/C 494M, TYPE B
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
208478
ATC SITE NAME:
CHESHIRE
T-MOBILE SITE NAME:
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
ELECTRICAL NOTES:
THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT:
C O N S U L T I N G
MADISON
SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP
MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS
THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 6".
20.
CONCRETE AND REINFORCING STEEL NOTES:
DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE
LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS", ACI 117 "SPECIFICATIONS FOR TOLERANCES
FOR CONCRETE CONSTRUCTION AND MATERIALS", AND ACI 318 "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE."
Doing Business as
ATC SITE NUMBER:
STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE
FOLLOWING ASTM DESIGNATIONS:
A.
Engineering
& Design
135 New Road
19.
1.
15.
7.
B.
G.
2.
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE.
WORK INCLUDED:
A.
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.
STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC
“SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS.”
6.
SPECIAL CONSTRUCTION
ANTENNA INSTALLATION NOTES:
STRUCTURAL STEEL NOTES:
1.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3".
www.colliersengineering.com
G.
H.
30.
4.
F.
5.
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:07-05'00'
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
GENERAL NOTES
SHEET NUMBER:
REVISION:
G-002
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
GENERAL CONSTRUCTION NOTES:
www.colliersengineering.com
Doing Business as
C O N S U L T I N G
MADISON
135 New Road
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
ATC SITE NUMBER:
208478
ATC SITE NAME:
CHESHIRE
T-MOBILE SITE NAME:
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:10-05'00'
1
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
OVERALL SITE PLAN
OVERALL SITE PLAN
GRAPHIC SCALE
###
DATE DRAWN:
0
( IN FEET )
1 UNIT = ### FEET
##
###
SHEET NUMBER:
REVISION:
C-001
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
Engineering
& Design
Engineering
& Design
X
X
X
X
X
X
X
X
X
www.colliersengineering.com
X
LEGEND
Doing Business as
C O N S U L T I N G
MADISON
X
GROUNDING TEST WELL
AUTOMATIC TRANSFER SWITCH
BOLLARD
CELL SITE CABINET
DISCONNECT
ELECTRICAL
FIBER
GENERATOR
GENERATOR RECEPTACAL
HAND HOLE, VAULT
ICE BRIDGE
KENTROX BOX
LIGHTING CONTROL
METER
PULL BOX
POWER POLE
TELCO
TRANSFORMER
CHAINLINK FENCE
135 New Road
X
Madison, CT 06443
Phone: 860.395.0055
X
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
X
X
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
X
X
X
X
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
X
ATC SITE NUMBER:
208478
X
ATS
B
CSC
D
E
F
GEN
G
HH, V
IB
K
LC
M
PB
PP
T
TRN
X
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.
X
3.
X
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.
X
2.
X
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.
X
1.
X
X
ATC SITE NAME:
CHESHIRE
X
X
1
R-607
PROPOSED T-MOBILE
GENERATOR
T-MOBILE SITE NAME:
CTNH568A
X
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
X
X
1
C-502
SEAL:
PROPOSED T-MOBILE
CABINETS AND CONCRETE PAD
WITHIN A 10' X 15' LEASE AREA
1
PROPOSED ICE BRIDGE
C-503
(LENGTH 11' ±)
X
X
X
X
PROPOSED T-MOBILE (3) 1.99" HYBRID CABLES
(ROUTED PER TOWER NOTE 2)
(REFER TO PROPOSED CABLE LENGTH NOTE ON
THIS PAGE)
X
X
X
X
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:12-05'00'
X
X
PROPOSED CABLE LENGTH:
X
X
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.
X
2.
ESTIMATED LENGTH OF PROPOSED CABLE IS 165'.
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.
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
X
1.
X
X
1
X
X
X
X
X
DETAILED SITE PLAN
X
X
X
X
X
X
X
DETAILED SITE PLAN
GRAPHIC SCALE
10
0
( IN FEET )
1 UNIT = 10 FEET
5
10
SHEET NUMBER:
REVISION:
C-101
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
SITE PLAN NOTES:
Engineering
& Design
www.colliersengineering.com
Doing Business as
C O N S U L T I N G
MADISON
135 New Road
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
PROPOSED T-MOBILE EQUIPMENT
RAD CENTER @ 134' AGL
1
C-401
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
PROPOSED T-MOBILE
EQUIPMENT
ATC SITE NUMBER:
208478
ATC SITE NAME:
CHESHIRE
T-MOBILE SITE NAME:
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT 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. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. 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.
4. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE
ABOVE GROUND LEVEL (A.G.L.)
1
TOWER ELEVATION
SCALE: N.T.S.
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:14-05'00'
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
PER MOUNT ANALYSIS COMPLETED BY CENTEK,
DATED 01/03/22, THE PROPOSED MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
A1
Engineering
& Design
A2
www.colliersengineering.com
1
C-501
Doing Business as
2
PROPOSED PLATFORM
(1 PER SECTOR) (TYP. 3) C-501
PROPOSED AIR6449 B41 ANTENNA
(1 PER SECTOR) (TYP. 3)
C O N S U L T I N G
MADISON
135 New Road
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
C2
B1
0°
Z.=
A
24
A
MM
GA
AZ
.=
BE
TA
0°
PROPOSED STACK MOUNTED
RADIO 4460 B25/B66 RRU
(1 PER SECTOR) (TYP. 3)
1
C-501
PROPOSED APXVAALL24 43-U-A20 ANTENNA
(1 PER SECTOR) (TYP. 3)
C1
B2
0°
.=
AZ
24
A
MM
GA
AZ
.=
BE
TA
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
12
1
C-501
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
ATC SITE NUMBER:
12
208478
0°
ATC SITE NAME:
CHESHIRE
PROPOSED STACK MOUNTED
RADIO 4480 B71/B85A RRU
(1 PER SECTOR) (TYP. 3)
1
C-501
T-MOBILE SITE NAME:
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
FINAL ANTENNA PLAN
1
SCALE: N.T.S.
FINAL ANTENNA SCHEDULE
LOCATION
ANTENNA SUMMARY
SECTOR
RAD
AZ
ALPHA
134'
0°
BETA
GAMMA
134'
134'
120°
240°
NON ANTENNA SUMMARY
ADDITIONAL TOWER
MOUNTED EQUIPMENT
RADIO 4460 B25/B66
RADIO 4480 B71/B85
POS
ANTENNA
BAND
MECH/ELEC
D-TILT
A1
APXVAALL24 43-U-NA20
L600/L700/L1900/L2100/
N600/G1900/U2100
0/0
A2
AIR6449 B41
5G
0/0
-
B1
APXVAALL24 43-U-NA20
L600/L700/L1900/L2100/
N600/G1900/U2100
0/0
RADIO 4460 B25/B66
RADIO 4480 B71/B85
B2
AIR6449 B41
5G
0/0
-
C1
APXVAALL24 43-U-NA20
L600/L700/L1900/L2100/
N600/G1900/U2100
0/0
RADIO 4460 B25/B66
RADIO 4480 B71/B85
C2
AIR6449 B41
5G
0/0
-
(3) 1.99" HYBRID CABLES
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.
2
ANTENNA SCHEDULE
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:16-05'00'
DISTRIBUTION BOX / CABLING
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER:
REVISION:
C-401
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
ALPHA
AZ.= 0°
AZ.= 0°
ALPHA
PER MOUNT ANALYSIS COMPLETED BY CENTEK,
DATED 01/03/22, THE PROPOSED MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
PROPOSED PANEL ANTENNA
(MOUNT PER MANUFACTURER'S
SPECIFICATION)
Engineering
& Design
PROPOSED UPPER RAIL KIT
(2-3/8" OD X 150" SCH 40 )
www.colliersengineering.com
Doing Business as
C O N S U L T I N G
MADISON
135 New Road
PROPOSED RRU
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
PROPOSED ANTENNA
RAD CENTER
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
ATC SITE NUMBER:
2-3/8" O.D. X 96" PIPE SCH 40
208478
PROPOSED 2-3/8" O.D. X 96" LONG PIPE
ATC SITE NAME:
CHESHIRE
PROPOSED PLATFORM MOUNT
1
2
C-501
PROPOSED ANTENNA MOUNTING DETAIL (ELEVATION)
SCALE: NOT TO SCALE
T-MOBILE SITE NAME:
PROPOSED PLATFORM MOUNT
(SITE PRO P/N: RMQP-4096-HK)
2
ISOMETRIC PLATFORM DETAIL
SCALE: N.T.S.
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:18-05'00'
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
MOUNT DETAILS
SHEET NUMBER:
REVISION:
C-501
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
PROPOSED UPPER RAIL
25kW AC DIESEL GENERATOR
(USE GALVANIZED HILTI EXPANSION
ANCHORS OR, APPROVED EQUAL,
FOR EQUIPMENT ANCHORAGE)
Engineering
& Design
PROPOSED T-MOBILE
10' X 15' CONCRETE
PAD & LEASE AREA
4
C-503
www.colliersengineering.com
H-FRAME NOTES:
Doing Business as
1.
2.
PROPOSED T-MOBILE
10' X 15' ICE CANOPY
(SITE PRO1 P/N MPCOV1010)
(SEE NOTE 3)
IF IT IS NECESSARY TO EXTEND THE H-FRAME, AN ADDITIONAL POST WILL
ALWAYS BE REQUIRED.
SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT, ALLOW TO
DRY, THEN COVER WITH RUBBER PROTECTIVE CAPS FOR SAFETY.
4.
UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES.
5.
ALL PROPOSED HARDWARE TO BE MOUNTED PER MANUFACTURERS SPECS.
9'-0"
6
4'-6"
2
C-502
A
Madison, CT 06443
Phone: 860.395.0055
PROPOSED UNISTRUTS TO BE FIELD CUT AND SHOULD NOT EXTEND MORE
THAN 6 INCHES BEYOND THE LAST POST.
3.
4'-6"
PIPE CAP
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
A
PROPOSED
H-FRAME
ATC SITE NUMBER:
208478
PROPOSED
AUTOMATIC
TRANSFER
SWITCH
15'-0"
C O N S U L T I N G
MADISON
135 New Road
ATC SITE NAME:
CHESHIRE
1-5/8" X 10'-0"
UNISTRUT
(FIELD LOCATE)
PROPOSED POWER
PANEL (SEE PANEL
SCHEDULE ON E-601)
PROPOSED
6160 ENCLOSURE
T-MOBILE SITE NAME:
CTNH568A
1
R-603
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
SEAL:
2
5
PROPOSED
B160 BATTERY
CABINET
3
1
R-604
3"Ø SCH.40
PIPE (GALV.)
6"
PROPOSED HOFFMAN
BOX (BELOW)
PROPOSED
PURCELL
CABINET
4
3
16"
1-1/8" (TYP)
5"
6"
PROPOSED LED
LUMINAIRE
1
C-503
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:21-05'00'
5"
6"
1
8" X 8" X 1/4" TH.
BASE PLATE
PROPOSED ICE BRIDGE
SECTION A-A
UNISTRUT
PIPE/CONDUIT
CLAMP P1119 OR
P2558-35 (GALV.)
(TYP.) FOLLOW
MANUFACTURER
RECOMMENDATIONS
FOR BOLT TORQUE
2
EQUIPMENT POWER NOTES:
NOTE:
1.
CABINETS SHALL BE ORIENTED AND INSTALLED EXACTLY AS SHOWN
2.
WEIGHT OF BTS UNIT IS 1,060 LBS (WEIGHT IS WITHOUT EQUIPMENT)
5/8"Ø HILTI ANCHOR BOLTS W/3" EMBEDMENT
(TYP 4 EACH SUPPORT)
TYPICAL H-FRAME DETAIL
SCALE: NOT TO SCALE
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
1
2" CONDUIT W/ 3-#3/0 CU, (1) #6 AWG G, PPC POWER
2
2" CONDUIT W/ MULE TAPE FOR TELCO FEEDER SERVICE
TO TELCO SOURCE PER UTILITY
3
2-#12, 1 #12G IN 3/4" CONDUIT FROM TELCO CAB TO 6160
4
3-#1/0, 1-#6 IN 2" CONDUIT
SHEET NUMBER:
REVISION:
5
2" CONDUIT, FOR CAT6
C-502
2
1
DETAILED EQUIPMENT LAYOUT
SCALE: NOT TO SCALE
CONSTRUCTION
DETAILS
Copyright © 2022 ATC IP LLC, All Rights Reserved.
10'-0"
2'-0" APPROX.
MATCH EXISTING
MATERIAL & GRADE
G.P.S. ANTENNA
(PROVIDED BY
CARRIER)
13'-4" PIPE COLUMN (POST MOUNT) OR
10'-6" PIPE COLUMN (PAD MOUNT)
1-1/4" SCH 40 X 18" LNG
MIN. SS OR GALV PIPE
WARNING TAPE
1/2" X 8" THREADED
ROD (GALV.)
PIPE-TO-PIPE CLAMP
VERIFY SIZE (GALV.)
UNEXCAVATED SOIL
Engineering
& Design
#2 AWG BARE TINNED SOLID
COPPER WIRE CADWELD
FROM GPS MOUNT PIPE TO
COAX CABLE PIPE SUPPORT
OR TOWER MEMBER
4"
12" MIN
24" WAVEGUIDE BRIDGE
SUPPORT BRACKET
TRENCH
COMPACT FILL
(90%) OR AS PER UTILITY
COMPANY REQUIREMENTS
SAFETY GRATING 24" X 10'
www.colliersengineering.com
Doing Business as
ICE BRIDGE SUPPORT POST
OR TOWER MEMBER
2"Ø SCH 40
CONDUIT (TELCO)
(W/ 200 LB MULE
TAPE)
CLEAN SAND SUITABLE
FOR CONDUIT BEDDING
(SEE NOTE 4)
2"Ø SCH 40 PVC
CONDUIT (ELECTRIC)
12" MIN.
TRENCH NOTES:
1.
IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFILL.
2.
IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY
LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
VERTICAL
TRAPEZE SECTION
3.
4.
UNISTRUT P1000 X 12"
(ATTACH ON CABINET SIDE LEG
FOR COAX SUPPORT)
IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL
HAND DIG U/G TRENCHING.
CONDUIT
(SHALL BE USED FOR
MECHANICAL PROTECTION)
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
INSULATED
METALLIC BUSHING
1/2"Ø COAX CABLE
(OR EQUAL) MIN.
BENDING RADIUS PER
MFG'S SPECIFICATIONS
C O N S U L T I N G
MADISON
135 New Road
#6 AWG GROUNDING KIT
CABLE (PROVIDED WITH KIT)
2 HOLE LUG SUITABLE FOR
#2 AWG BCW
NOTE:
1. GPS SHALL BE PLACED WITH CLEAR SIGHT LINE TO THE SOUTHERN SKY.
2. CONTRACTOR TO SUPPLY COAX FOR GPS UNIT.
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
GPS ANTENNA ATTACHMENT DETAIL
3
SCALE: NOT TO SCALE
ATC SITE NUMBER:
208478
CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD.
ATC SITE NAME:
TELCO AND POWER CONDUIT JOINT TRENCH
2
CHESHIRE
SCALE: N.T.S.
T-MOBILE SITE NAME:
3'-6" (MIN.)
3"
CTNH568A
15'-0"
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
3/4"
CHAMFER
12"Ø CONCRETE FOOTING
(WHERE APPLICABLE)
SEAL:
MOUNT TO CONCRETE PAD
(WHERE APPLICABLE)
PROPOSED PAD
4"
10'-4" COLUMN & BASE SHOE WB-K210-S
(SOLD SEPARATELY)
COMMSCOPE: WB-K210-B (DIRECT BURIAL POSTS)
10'-0"
COMMSCOPE: WB-K210-S (CONCRETE PAD SHOE POSTS)
CONSTRUCTION NOTE:
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:23-05'00'
PAD NOTES:
WAVEGUIDE BRIDGE KIT
1.
SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL.
DELETRIOUS MATERIAL AND ORGANICS SHALL BE
REMOVED.
2.
MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2'
PERIMETER.
3.
USE GALVANIZED HILTI EXPANSION ANCHORS OR,
APPROVED EQUAL, FOR EQUIPMENT ANCHORAGE.
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
FOR SIZE AND LOCATION OF ANCHORS AND OTHER
REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS.
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
SCALE: NOT TO SCALE
#3 @ 11-2/3"
3"
#3 @ 14-1/2"
3"
1
4.
PAD NOTES:
1.
2.
PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION.
REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 & ATC SPEC 033000 FOR CAST-IN-PLACE PADS.
4
REINFORCED PAD LAYOUT
SCALE: NOT TO SCALE
6"
2.
6" EXISTING CRUSHED
STONE OR GRAVEL
(SEE NOTE 2)
INSTALL ICE BRIDGE TO ALLOW 7 FEET CLEARANCE ABOVE GRADE TO LOWEST
APPURTENANCE.
INSTALL PER MANUFACTURES SPECIFICATION.
3"
1.
5
GRAVEL PREPARATION
SCALE: NOT TO SCALE
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-503
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
2'-0"±
2.
2.
3.
4.
5.
GROUNDING PLAN LEGEND:
EXOTHERMIC WELD
1
C-502
PROPOSED
CONCRETE PAD &
EQUIPMENT LAYOUT
2-#12, 1 #12G IN 3/4" CONDUIT FROM TELCO CAB TO 6160
4
3-#1/0, 1-#6 IN 2" CONDUIT
5
BOND TO TOWER GROUND RING
2
#2 AWG BOND FROM VERTICAL H-FRAME AND ICE BRIDGE POST
TO EXTERNAL GROUND RING (TYP. EVERY POST).
www.colliersengineering.com
3
5
PROPOSED
ENCLOSURE 6160
CABINET
Doing Business as
C O N S U L T I N G
135 New Road
#2 AWG SBTC BOND FROM TOWER GROUND RING TO
EQUIPMENT.
4
EQUIPMENT BOND TO GROUND RING (TYP.)
5
5/8Ø" X 10 FT GROUND ROD.
4
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
2
PROPOSED B160
BATTERY CABINET
PROPOSED
H-FRAME
ATC SITE NUMBER:
208478
1
3
ATC SITE NAME:
2
CHESHIRE
T-MOBILE SITE NAME:
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
DETAILED GROUNDING PLAN
1
SCALE: NOT TO SCALE
SEAL:
PROPOSED SCHNEIDER ELECTRIC
SQUARE D GENERATOR INTERLOCK KIT
(SEE PANEL SCHEDULE ON E-601)
PROPOSED 200A,
120/240V, 1PH, 3W, 60 HZ
UTILITY METER IN
EXISTING EMPTY METER
SOCKET (COORDINATE
WITH LOCAL UTILITY
COMPANY)
CONDUCTIVE OBJECTS, SUCH AS FENCES, SHALL BE BONDED TO
THE GROUNDING SYSTEM IF WITHIN 20’ OF THE TOWER GROUNDING
PROPOSED 200/2
SYSTEM, OR 5’ OF ANY OTHER GROUNDED COMPONENT.
SERVICE MAIN
BREAKER
SUITABLE AND
EQUIPMENT POWER NOTES:
LISTED FOR THE
APPLICATION
2" CONDUIT W/ 3-#3/0 CU, (1) #6 AWG G, PPC POWER
1
3
1
MADISON
GROUND RINGS SHALL BE:
A. MINIMUM 30” BELOW GRADE, OR BELOW FROST LINE
WHICHEVER IS
DEEPER.
B. MINIMUM 2’ FROM FOUNDATIONS, FOOTINGS, OTHER
GROUNDING
SYSTEMS AND ALL CONDUCTIVE OBJECTS.
C. WITH MINIMUM 12" BEND RADII.
D. WITH ALL CONNECTIONS IN CONTACT WITH EARTH, BONDED
BY
EXOTHERMIC WELDING.
E. BONDED TO A SINGLE POINT GROUND (SPG) WITH A SINGLE
WIRE AS
INDICATED ON DRAWINGS.
2" CONDUIT W/ MULE TAPE FOR TELCO FEEDER SERVICE
TO TELCO SOURCE PER UTILITY
Engineering
& Design
GROUNDING KEYED NOTES:
INSTALL ALL GROUNDING RINGS AND RADIALS WITH CONDUCTIVE
CEMENT, SANKOSHA AS DISTRIBUTED BY ELECTRIC MOTION
COMPANY, INC., WINSTED, CT 06098, OR AS SPECIFICALLY
INDICATED. INSTALL PER MANUFACTURER’S SPECIFICATIONS.
2
TEST WELL
MECHANICAL WELD
GROUNDING CONDUCTORS SHALL:
A. BE #2 AWG SOLID BARE TINNED COPPER (SBTC) FOR ALL
GROUNDING SYSTEM WIRE UNLESS OTHERWISE NOTED, OR
OTHERWISE REQUIRED BY CODE.
B. BE MINIMUM 12” BEND RADIUS. KEEP NUMBER OF BENDS TO
A MINIMUM.
C. AVOID LONG BONDING CONNECTION RUNS. MAKE DIRECT
AS POSSIBLE.
D. NOT HAVE ANY U-SHAPED RUNS.
E. BE IN NON-METALLIC CONDUIT ONLY, IF IN CONDUIT.
F. BE PLACED THROUGH NON-METALLIC SLEEVES IN FLOORS,
WALLS, CEILINGS, ETC.
G. PROTECTED IN NON-METALLIC CONDUIT WHERE EXPOSED
ABOVE GRADE.
GROUND RODS SHALL BE:
A. MINIMUM 5/8” DIAMETER.
B. MINIMUM 10’ LONG.
C. COPPER-CLAD GALVANIZED STEEL OR STAINLESS STEEL.
D. PLACED IN UNDISTURBED SOIL AND BELOW THE FROST LINE.
E. INSTALLED WITH MINIMUM SEPARATION DISTANCE OF TWICE
THE DEPTH OF THE ROD(S), OR AS INDICATED ON DRAWINGS.
F. MINIMUM TWO (2) RODS ON THE TOWER RING OR ONE (1)
PER LEG WHICHEVER IS LARGER, MINIMUM FOUR (4) RODS
ON EVERY EQUIPMENT BUILDING RING WITH ONE AT EACH
CORNER OR AS INDICATED, MINIMUM ONE (1) ROD FOR
POWER SERVICE GROUNDING ELECTRODE, AND MINIMUM
ONE (1) ROD AT END OF EACH RADIAL.
COPPER GROUND
ROD
GROUND WIRE
PROPOSED ENCLOSURE 6160
(INSTALLED AND CONNECTED
AS DIRECTED BY T-MOBILE)
PROPOSED B160 CABINET
(INSTALLED AND CONNECTED
AS DIRECTED BY T-MOBILE)
PROPOSED LED
LUMINARE
PROPOSED
H-FRAME
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:25-05'00'
PROPOSED
CIENA
M
LIGHT SWITCH
M
RECEPTACLE
PROPOSED
PLASTIC
LAMACOID TAG
"T-MOBILE"
3
2
4
2" CONDUIT, FOR CAT6
1
5
3
GROUND PER NEC
5
1
EQUIPMENT POWER AND TELCO SCHEMATIC
SCALE: N.T.S.
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
GROUNDING DETAILS &
ELECTRICAL
SCHEMATIC
4
1
DATE DRAWN:
NOTE:
ALL EQUIPMENTS' SHORT-CIRCUIT CURRENT RATING SHALL
EXCEED AVAILABLE FAULT CURRENT PER UTILITY
SHEET NUMBER:
REVISION:
E-101
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
GROUNDING NOTES:
1.
ALL EQUIPMENT ENCLOSURES, DEVICES AND CONDUITS SHALL BE
GROUNDED TO CONFORM WITH THE LATEST REQUIREMENTS OF
THE NEC BY THE INSTALLATION OF A SEPARATE, GREEN, INSULATED
GROUND CONDUCTOR FOR ALL FEEDER AND BRANCH CIRCUITS.
GROUND CONDUCTORS SHALL BE OF THE SIZE INDICATED ON THE
DRAWINGS. GROUND CONDUCTORS SHALL BE CONTINUOUS IN
LENGTH AND SHALL BE BONDED TO EACH ENCLOSURE THEY PASS
THROUGH. CONDUIT SHALL NOT BE USED AS A GROUNDING
CONDUCTOR.
3/8" X 1-1/4" SS BOLT
(EACH SIDE)
PROPOSED JUMPER
3/8" SS LOCK WASHER
(EACH SIDE)
TO ANTENNA
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED
ANTENNA MASTS
PROPOSED WEATHERPROOFING KIT
2
E-501
PROPOSED COAX
GROUND KITS
2
PROPOSED CABLE
E-501
GROUND KIT
Engineering
& Design
ANTENNA CABLE 2 1/2"Ø MAX
www.colliersengineering.com
PROPOSED #6 AWG
STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED RRU
GROUND LUG (TYP.)
ANTENNA CABLE TO
CABINET (TYP.)
Doing Business as
#6 AWG STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
135 New Road
1/4" X 4" X 6" GROUND BAR
(ERICO P/N: EGBA14406CC OR EQUAL)
GROUND BAR MOUNTED
3
NEAR/BELOW ANTENNA
E-501
(TO BE INSTALLED IF
REQUIRED)
GROUND BAR NOTES:
TO GROUND BAR
TO EQUIPMENT
NOTES:
1.
2.
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.
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.
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
TWO-HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
GROUNDING
CONNECTION TO
PROPOSED TMAs
PROPOSED GROUNDING
CONNECTION TO
LIGHTNING PROTECTION
SYSTEM
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.
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
2
FOR CONSTRUCTION
AMN 01/03/22
GROUND KIT NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR.
2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART
NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.
ATC SITE NUMBER:
208478
ATC SITE NAME:
CHESHIRE
TYPICAL ANTENNA GROUNDING DIAGRAM
CABLE GROUND KIT CONNECTION DETAIL
2
SCALE: N.T.S.
SCALE: N.T.S.
3
TOWER GROUND BAR DETAIL
T-MOBILE SITE NAME:
SCALE: N.T.S.
CTNH568A
SITE ADDRESS:
1325 CHESHIRE STREET
CHESHIRE, CT 06410
GRADE
1/4"Ø HILTI KWIK BOLT III
SEAL:
SEE
NOTE #4
3/8" THREADED INSULATOR
WHERE INDICATED
C O N S U L T I N G
MADISON
GROUNDING KIT PER CABLE
MANUFACTURER'S RECOMMENDATIONS
(ANDREW OR APPROVED EQUAL)
3/8" X 3/4" SS
BOLT (TYP.)
#2 SBTC
GROUND BAR
MOUNTING BRACKET
EXOTHERMIC WELD
5/8"Ø X 10'-0"
COPPER CLAD STEEL
GROUND ROD
F
E O OD
GL
AN ND R T
O
OU
GR ALL N 45°.
SH EED AY
C
W
EX CT A
E
DIR FROM TIVE
UC .
ND
CO BODY
EXOTHERMIC WELD
(THERMOWELD OR EQUIVALENT)
PARALLEL, NO T-WELDS ALLOWED
(NO SLAG OR DEFORMITIES ALLOWED)
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:27-05'00'
EXTERIOR GROUND RING
#2 SBTC GROUNDING CONDUCTOR
1/4" X 4" X 12"
GALVANIZED BUSS
BAR
NG
DI )
EN YP.
B
T
.
IN S (
" M IU
12 RAD
TWO-HOLE LUG, TO BE USED
WITH #2 AWG BCW
3/8" SS LOCK
WASHER (TYP.)
NOTES:
1.
SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY
REQUIREMENTS.
GROUND BAR NOTES
1.
2.
2.
COORDINATE UTILITY, LOCATE BEFORE DIGGING.
GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC.
EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
3.
CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST LINE,
WHICHEVER IS GREATER.
GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR
ANCHORED TO CONCRETE SLAB W/ HILTI KWIK BOLT III.
4.
ALL RING AND RADIAL DEPTHS AT 30" OR 6" BELOW FROST LINE,
WHICHEVER IS GREATER.
4
MAIN GROUND BAR DETAIL
SCALE: N.T.S.
5
GROUND ROD DETAIL
SCALE: N.T.S.
JUMPER, #2 SBTC
GROUNDING
CONDUCTOR
DATE DRAWN:
08/02/21
ATC JOB NO:
13704270_D3
CUSTOMER ID:
CTNH568A
CUSTOMER #:
CTNH568A
GROUNDING DETAILS
6
TIE CONNECTION DETAIL
SCALE: N.T.S.
SHEET NUMBER:
REVISION:
E-501
2
Copyright © 2022 ATC IP LLC, All Rights Reserved.
PROPOSED CABLE
PROPOSED
CABLES
www.colliersengineering.com
Doing Business as
C O N S U L T I N G
MADISON
135 New Road
Madison, CT 06443
Phone: 860.395.0055
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
information contained herein is authorized for use only by the party for whom the services were
contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or
relied upon for any other purpose without the express written consent of Colliers Engineering & Design.
REV.
DESCRIPTION
A
PRELIM
BY
DATE
RMD 08/02/21
0
FOR CONSTRUCTION
AMN 08/06/21
1
FOR CONSTRUCTION
RMD 09/01/21
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AMN 01/03/22
ATC SITE NUMBER:
208478
ATC SITE NAME:
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T-MOBILE SITE NAME:
CTNH568A
1
PANEL SCHEDULE
SITE ADDRESS:
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CHESHIRE, CT 06410
SEAL:
Digitally signed by Eric Anderson
Date: 2022.01.04 12:37:30-05'00'
DATE DRAWN:
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ATC JOB NO:
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CUSTOMER ID:
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CUSTOMER #:
CTNH568A
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REVISION:
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NOKIA
MANUFACTURER:
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MANUFACTURER:
NOKIA
ASIB
MODEL:
ABIA
MODEL:
ABIL
6.4 LBS
WEIGHT:
4.6 LBS
WEIGHT:
4.4 LBS
DIMENSIONS:
8.6"X14.2"X1.7"
DIMENSIONS:
8.6"X14.2"X1.1"
DIMENSIONS:
8.6"X14.2"X1.1"
1.7"
MODEL:
WEIGHT:
"
.2
14
Engineering
& Design
8.6"
EIF3
SOUT
SRIO1
"
.2
14
1.1"
GROUNDING
EIF5
EIF2
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208478
PROPOSED ABIL LOCATED
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ABIL DETAIL
T-MOBILE SITE NAME:
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MANUFACTURER:
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MANUFACTURER:
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MODEL:
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MODEL:
ASIK
MODEL:
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WEIGHT:
5.8 LBS
WEIGHT:
6.6 LBS
WEIGHT:
11.2 LBS (UNIT ONLY)
DIMENSIONS:
8.6"X14.2"X1.7"
DIMENSIONS:
8.6"X14.2"X1.7"
DIMENSIONS:
5.1"X15.7"X17.6"
SITE ADDRESS:
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SEAL:
1.7"
"
.2
14
8.6"
RF2
RF6
RF4
RF8
LMP
FAN
RF1
RF3
RF5
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STATUS
SEI
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5
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C
A
B
B
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TOP VIEW
ATC SITE NUMBER:
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A
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ANTENNA SPECIFICATIONS
RRU SPECIFICATIONS
ANTENNA MODEL
A
B
C
WEIGHT
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RRU MODEL
A
B
C
WEIGHT
(LBS)
AIR6449 B41
33.1"
20.6"
8.6"
104.0
RADIO 4460 B25/B66
19.6"
15.7"
12.1"
109.0
APXVAALL24 43-U-NA20
95.9"
24.0"
8.5"
122.8
RADIO 4480 B71/B85A
21.8"
15.7"
7.5"
46
DATE DRAWN:
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Engineering
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Structural Analysis Report
Structure
:
170 ft Monopole
ATC Site Name
:
Cheshire,CT
ATC Site Number
:
208478
Engineering Number
:
13704270_C3_07
Proposed Carrier
:
T-MOBILE
Carrier Site Name
:
CTNH568A
Carrier Site Number
:
CTNH568A
Site Location
:
1325 Cheshire Street
Cheshire, CT 06410
41.5326, -72.8705
County
:
New Haven
Date
:
January 6, 2022
Max Usage
:
43%
Result
:
Pass
Prepared By:
Reviewed By:
<<w=175; h=175; n=BLANK - SIG; a=11>>
Kyle MacPetrie
Structural Engineer I
COA : PEC.0001553
A.T. Engineering Service, PLLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number 13704270_C3_07
January 6, 2022
Page. 2
Table of Contents
Introduction...................................................................................................................................3
Supporting Documents ..................................................................................................................3
Analysis ..........................................................................................................................................3
Conclusion .....................................................................................................................................3
Existing and Reserved Equipment..................................................................................................4
Equipment to be Removed ............................................................................................................4
Proposed Equipment .....................................................................................................................4
Structure Usages............................................................................................................................5
Foundations ...................................................................................................................................5
Deflection and Sway* ....................................................................................................................5
Standard Conditions ......................................................................................................................6
Calculations …………………………………………………………..Attached
A.T. Engineering Service, PLLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number 13704270_C3_07
January 6, 2022
Page. 3
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 170 ft
Monopole to reflect the change in loading by T-MOBILE.
Supporting Documents
Tower Drawings
Foundation Drawing
Geotechnical Report
Modifications
Ambor Structures Job #C15019001, dated September 21, 2015
Bennett & Pless Job #15700064, dated August 24, 2015
Terracon Project #J2145102, dated March 18, 2014
CENTEK engineering Project #21085.03, dated July 21, 2021
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:
Basic Wind Speed w/ Ice:
Code:
Exposure Category:
Risk Category:
Topographic Factor Procedure:
Topographic Category:
Crest Height (H):
Spectral Response:
Site Class:
118 mph (3-second gust)
50 mph (3-second gust) w/ 1.00" radial ice concurrent
ANSI/TIA-222-H / 2015 IBC / 2018 Connecticut State Building Code
C
II
Method 1
1
0 ft
Ss = 0.20, S1 = 0.06
D - Stiff Soil - Default
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 Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
A.T. Engineering Service, PLLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number 13704270_C3_07
January 6, 2022
Page. 4
Existing and Reserved Equipment
Elev.1 (ft) Qty
Equipment
Mount Type
Lines
Carrier
(4) 7/8" Coax
(2) E105
CITY OF CHESHIRE, CT
Sector Frame
(1) 0.51" (13mm)
Hybrid
(1) 0.96" (24.3mm)
Cable
(2) 2" conduit
AT&T MOBILITY
Sector Frame
(2) 1.25" (31.8mm)
Hybrid
VERIZON WIRELESS
Mount Type
Lines
Carrier
181.2
2
RFS SC3-W100AC
Stand-Off
170.0
2
dbSpectra DS1F03F36D-N
Stand-Off
159.3
1
3
6
3
3
6
3
3
3
6
3
1
3
3
1
6
3
Raycap DC6-48-60-18-8C-EV
Ericsson 4478 Band 14 (15" Height)
Ericsson RRU22
Ericsson RRUS 12
Ericsson 8843
CCI HPA-65R-BUU-H8
CCI DMP65R-BU8D
CCI TPA65R-BU8D
Ericsson RRUS 4415 B30
Ericsson RRUS A2
Ericsson RRUS 4449 B5, B12
Raycap DC9-48-60-24-8C-EV
Samsung B2/B66A RRH-BR049
Samsung B5/B13 RRH-BR04C
RFS DB-C1-12C-24AB-0Z
JMA Wireless MX10FIT665-xx
Samsung RT4401-48A
155.0
145.0
Equipment to be Removed
Elev.1 (ft) Qty
Equipment
No loading was considered as removed as part of this analysis.
Proposed Equipment
Elev.1 (ft) Qty
134.0
1
3
3
3
3
Equipment
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
Ericsson Air6449 B41
RFS APXVAALL24 43-U-NA20
Mount Type
Lines
Triangular Platform with (3) 1.99" (50.7mm)
Handrails
Hybrid
Carrier
T-MOBILE
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.
A.T. Engineering Service, PLLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number 13704270_C3_07
January 6, 2022
Page. 5
Structure Usages
Structural Component
Anchor Bolts
Shaft
Base Plate
Controlling
Usage
43%
38%
20%
Pass/Fail
Pass
Pass
Pass
Foundations
Reaction Component
Moment (Kips-Ft)
Axial (Kips)
Shear (Kips)
Analysis Reactions
4657.1
76.4
40.5
% of Usage
42%
25%
30%
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)
170.0
134.0
Antenna
Carrier
Deflection
(ft)
Twist
(°)
RFS SC3-W100AC
RFS APXVAALL24 43-U-NA20
Ericsson Air6449 B41
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
CITY OF CHESHIRE, CT
1.009
N/A
T-MOBILE
0.631
N/A
*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
Sway
(Rotation)
(°)
0.620
0.560
Eng. Number 13704270_C3_07
January 6, 2022
Page. 6
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.
A.T. Engineering Service, PLLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
JOB INFORMATION
Asset :
Client :
Code :
208478, Cheshire
T-MOBILE
ANSI/TIA-222-H
Height :
Base Width :
Shape :
170 ft
73.69
18 Sides
SITE PARAMETERS
Base Elev (ft): 0.00
Structure Class:
II
Taper :
0.29800 (In/ft)
Exposure :
C
Topographic Category :
1
Topographic Feature:
Topo Method :
Method 1
SECTION PROPERTIES
Diameter (in)
Overlap
Across Flats
Shaft
Length
Thick
Length
Section
(ft)
Top Bottom
(in) Joint Type
(in)
1
2
3
4
5
6
38.690
38.710
38.710
38.710
38.710
9.650
62.17
54.30
46.02
37.24
28.06
27.09
73.69
65.82
57.54
48.76
39.58
29.96
0.531
0.531
0.469
0.375
0.344
0.281
Shape
Steel
Grade
(ksi)
0.000 18 Sides
Slip Joint 104.030 18 Sides
Slip Joint
93.130 18 Sides
Slip Joint
80.280 18 Sides
Slip Joint
66.840 18 Sides
Slip Joint
53.880 18 Sides
DISCRETE APPURTENANCE
Attach
Elev (ft)
Force
Elev (ft)
Qty
170.0
170.0
169.0
164.0
159.3
155.0
155.0
155.0
155.0
155.0
155.0
155.0
155.0
155.0
155.0
155.0
155.0
145.0
145.0
145.0
145.0
145.0
145.0
134.0
134.0
134.0
134.0
134.0
181.0
167.5
169.0
164.0
159.3
155.0
155.0
155.0
155.0
155.0
155.6
155.0
155.0
155.0
155.0
155.0
156.9
145.0
145.0
145.0
145.0
145.0
145.0
134.0
134.0
134.0
134.0
134.0
2
2
4
2
1
6
3
3
3
6
3
3
1
6
3
3
3
3
3
3
1
6
3
3
3
3
3
1
Description
dbSpectra DS1F03F36D-N
RFS SC3-W100AC
Generic Flat Stand-Off
Generic Flat Stand-Off
Raycap DC6-48-60-18-8C-EV
Ericsson RRUS A2
Ericsson 4478 Band 14 (15" Hei
Ericsson RRUS 4415 B30
Ericsson RRUS 4449 B5, B12
Ericsson RRU22
Ericsson RRUS 12
Ericsson 8843
Raycap DC9-48-60-24-8C-EV
CCI HPA-65R-BUU-H8
Generic Round Sector Frame
CCI DMP65R-BU8D
CCI TPA65R-BU8D
Samsung RT4401-48A
Samsung B5/B13 RRH-BR04C
Samsung B2/B66A RRH-BR049
RFS DB-C1-12C-24AB-0Z
JMA Wireless MX10FIT665-xx
Generic Flat Light Sector Fram
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
Ericsson Air6449 B41
RFS APXVAALL24 43-U-NA20
Generic Flat Platform with Han
LINEAR APPURTENANCE
Elev
From (ft)
Elev
To (ft)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
170.0
170.0
155.0
155.0
155.0
145.0
134.0
1.2D + 1.0W
© 2007 - 2020 by ATC LLC. All rights reserved.
Page 1 of 2
Description
Exp To
Wind
E105
7/8" Coax
2" conduit
0.96" (24.3mm) Cable
0.51" (13mm) Hybrid
1.25" (31.8mm) Hybrid
1.99" (50.7mm) Hybrid
No
No
No
No
No
No
No
LOAD CASES
118 mph wind with no ice
Model ID : 5070
1/6/2022 13:26:48
65
65
65
65
65
65
JOB INFORMATION
Asset :
Client :
Code :
208478, Cheshire
T-MOBILE
ANSI/TIA-222-H
Height :
Base Width :
Shape :
0.9D + 1.0W
1.2D + 1.0Di + 1.0Wi
1.2D + 1.0Ev + 1.0Eh
0.9D - 1.0Ev + 1.0Eh
1.0D + 1.0W
Load Case
118 mph wind with no ice
50 mph wind with 1" radial ice
Seismic
Seismic (Reduced DL)
60 mph Wind with No Ice
REACTIONS
Moment
(kip-ft)
Shear
(Kip)
Axial
(Kip)
4657.08
4630.59
1240.75
270.21
268.37
1073.38
40.45
40.43
11.10
2.19
2.19
9.35
76.44
57.32
95.44
76.49
52.77
63.72
1.2D + 1.0W
0.9D + 1.0W
1.2D + 1.0Di + 1.0Wi
1.2D + 1.0Ev + 1.0Eh
0.9D - 1.0Ev + 1.0Eh
1.0D + 1.0W
Load Case
1.0D + 1.0W
© 2007 - 2020 by ATC LLC. All rights reserved.
Page 2 of 2
170 ft
73.69
18 Sides
DISH DEFLECTIONS
Attach
Deflection
Elev (ft)
(in)
170.00
Model ID : 5070
12.109
1/6/2022 13:26:48
Rotation
(deg)
0.621
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
ANALYSIS PARAMETERS
Location:
New Haven County,CT
Height:
170 ft
Type and Shape:
Taper, 18 Sides
Base Diameter:
73.69 in
Manufacturer:
Undetermined
Top Diameter:
27.09 in
Kd (non-service):
0.95
Taper:
0.2980 in/ft
Ke:
1.00
Rotation:
0.000o
ICE & WIND PARAMETERS
Exposure Category:
C
Design Wind Speed w/o Ice:
118 mph
Risk Category:
II
Design Wind Speed w/Ice:
50 mph
Topo Factor Procedure:
Method 1
Operational Wind Speed:
60 mph
Topographic Category:
1
Design Ice Thickness:
1.00 in
Crest Height:
0 ft
HMSL:
116.00 ft
SEISMIC PARAMETERS
Analysis Method:
Equivalent Lateral Force Method
Site Class:
D - Stiff Soil
TL (sec):
6
P:
1
Cs:
0.034
Ss:
0.200
S1:
0.055
Cs Max:
0.034
Fa:
1.600
Fv:
2.400
Cs Min:
0.030
Sds:
0.213
Sd1:
0.088
Period Based on Rayleigh Method (sec):
1.71
LOAD CASES
1.2D + 1.0W
0.9D + 1.0W
1.2D + 1.0Di + 1.0Wi
1.2D + 1.0Ev + 1.0Eh
0.9D - 1.0Ev + 1.0Eh
1.0D + 1.0W
©2007 - 2020 by ATC LLC. All rights reserved.
118 mph wind with no ice
118 mph wind with no ice
50 mph wind with 1" radial ice
Seismic
Seismic (Reduced DL)
60 mph Wind with No Ice
Page 1 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
SHAFT SECTION PROPERTIES
.
Bottom
Sect
Info
Length
(ft)
1-18
Thick
Fy Joint
(in) (ksi) Type
38.69 0.5313
65
Slip
Joint Weight
len (in)
(lb)
Dia
(in)
Elev Area
(ft) (in2)
123.3
7
110.0
13,220 65.82 30.020
9
10,056 57.54 60.970 84.92
6,683 48.76 92.990 57.59
126.13
4,812 39.58
0 42.82
160.35
828 29.96
0 26.50
0.00 14,962 73.69 0.000
2-18
3-18
4-18
38.71 0.5313
38.71 0.4688
38.71 0.3750
65
65
65
Slip
Slip
Slip
104.03
93.13
80.28
5-18
38.71 0.3438
65
Slip
66.84
6-18
9.65 0.2813
65
Slip
53.88
Ix
(in4)
W/t
Ratio
D/t
Ratio
Top
Dia
(in)
Elev Area
(in) (in2)
83,422.3 22.69 138.70 62.17
38.69 103.95
Ix
(in4)
W/t
Ratio
D/t Taper
Ratio
(in/ft)
49,903.5
18.87 117.02 0.2976
33,109.7
59,284.2 20.08 123.88 54.30 68.73 90.66
34,949.6 19.88 122.74 46.02 99.68 67.78 17,768.5
17,035.7 21.16 130.03 37.24 131.70 43.88 7,533.9
2,936.5
8,331.0 18.54 115.14 28.06 164.84 30.25
2,173.5
2,949.6 17.02 106.51 27.09 170.00 23.94
16.26 102.19 0.2976
15.55 98.17 0.2976
15.75 99.31 0.2976
12.63 81.63 0.2976
15.22 96.30 0.2976
Shaft Weight 50,561
DISCRETE APPURTENANCE PROPERTIES
Attach
Elev
(ft)
Description
170.00
170.00
169.00
164.00
159.30
155.00
155.00
155.00
155.00
155.00
155.00
155.00
155.00
155.00
155.00
155.00
155.00
145.00
145.00
145.00
145.00
145.00
145.00
134.00
134.00
134.00
134.00
134.00
dbSpectra DS1F03F36D-N
RFS SC3-W100AC
Generic Flat Stand-Off
Generic Flat Stand-Off
Raycap DC6-48-60-18-8C-EV
Ericsson 4478 Band 14 (15" Hei
CCI TPA65R-BU8D
CCI DMP65R-BU8D
Generic Round Sector Frame
CCI HPA-65R-BUU-H8
Raycap DC9-48-60-24-8C-EV
Ericsson 8843
Ericsson RRUS 12
Ericsson RRU22
Ericsson RRUS 4449 B5, B12
Ericsson RRUS 4415 B30
Ericsson RRUS A2
Generic Flat Light Sector Fram
Samsung B2/B66A RRH-BR049
Samsung B5/B13 RRH-BR04C
RFS DB-C1-12C-24AB-0Z
JMA Wireless MX10FIT665-xx
Samsung RT4401-48A
Ericsson Air6449 B41
Ericsson Radio 4480 B71+B85A
Generic Flat Platform with Han
Ericsson Radio 4460 B25+B66
RFS APXVAALL24 43-U-NA20
Totals
Num Loadings: 28
Qty
Ka
Vert
Ecc
(ft)
2
2
4
2
1
3
3
3
3
6
1
3
3
6
3
3
6
3
3
3
1
6
3
3
3
1
3
3
1.00
1.00
1.00
1.00
0.80
0.80
0.80
0.80
0.75
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.75
0.80
0.80
0.80
0.80
0.80
0.75
0.75
1.00
0.75
0.75
11.000
-2.500
0.000
0.000
0.000
0.000
1.900
0.000
0.000
0.000
0.000
0.000
0.600
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
86
.
Weight
(lb)
71.00
40.00
187.50
187.50
16.00
59.90
82.50
95.70
300.00
68.00
16.00
85.00
50.00
52.90
71.00
46.00
15.00
400.00
84.40
70.30
32.00
53.40
18.60
104.00
84.00
2500.00
109.00
122.80
No Ice
.
EPAa Orientation
(sf)
Factor
6.750
10.737
6.300
6.300
4.788
1.842
18.089
17.871
14.400
12.976
4.788
3.500
3.145
2.222
1.969
1.842
1.600
17.900
1.875
1.875
4.056
8.092
0.996
5.682
2.852
42.400
2.564
20.243
.
1.00
1.00
0.67
0.90
0.50
0.50
0.63
0.63
0.67
0.67
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.75
0.50
0.50
1.00
0.69
0.50
0.63
0.50
1.00
0.50
0.63
10,396.40
Weight
(lb)
Ice
EPAa
(sf)
.
Orientation
Factor
185.26
187.52
277.47
277.20
102.67
96.90
313.21
323.13
546.13
239.93
102.39
153.27
104.12
93.56
114.13
78.81
39.29
600.02
126.80
108.32
116.47
171.93
36.55
193.94
133.86
3672.42
167.33
379.86
12.127
12.032
8.404
8.398
5.775
2.442
20.560
20.337
25.476
15.371
5.772
4.355
3.921
2.890
2.593
2.442
2.159
27.928
2.475
2.475
4.963
9.913
1.451
6.730
3.589
56.241
3.260
22.691
1.00
1.00
0.67
0.90
0.50
0.50
0.63
0.63
0.67
0.67
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.75
0.50
0.50
1.00
0.69
0.50
0.63
0.50
1.00
0.50
0.63
20,101.19
LINEAR APPURTENANCE PROPERTIES
Load Case Azimuth (deg) : 0.00
Elev
From
(ft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Elev
To
(ft) Qty Description
170.00
170.00
155.00
155.00
155.00
145.00
134.00
4
2
2
1
1
2
3
7/8" Coax
E105
2" conduit
0.51" (13mm) Hybrid
0.96" (24.3mm) Cable
1.25" (31.8mm) Hybrid
1.99" (50.7mm) Hybrid
©2007 - 2020 by ATC LLC. All rights reserved.
Coax
Dia
(in)
Coax
Wt
(lb/ft)
1.09
1.3
2.38
0.51
0.96
1.25
1.99
0.33
0.4
3.65
0.14
0.88
1.21
1.9
Flat
Max
Coax/
Row
Dist
Between
Rows(in)
Dist
Between
Cols(in)
Azimuth
(deg)
N
N
N
N
N
N
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 2 of 13
Model Id : 5070
Dist
From
Face Exposed
(in) To Wind Carrier
0
0
0
0
0
0
0
N
N
N
N
N
N
N
Scenario Id: 189274
CITY OF CHESH
CITY OF CHESH
AT&T MOBILITY
AT&T MOBILITY
AT&T MOBILITY
VERIZON WIREL
T-MOBILE
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
SEGMENT PROPERTIES
(Max Len:
Seg Top
Elev (ft)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
Description
Bot - Section 2
Top - Section 1
Bot - Section 3
Top - Section 2
Bot - Section 4
Top - Section 3
Bot - Section 5
Top - Section 4
Bot - Section 6
Top - Section 5
5.ft)
.
Thick
(in)
Flat Dia
(in)
Area
(in2)
Ix
(in4)
W/t
Ratio
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.5313
0.4688
0.4688
0.4688
0.4688
0.4688
0.4688
0.4688
0.4688
0.3750
0.3750
0.3750
0.3750
0.3750
0.3750
0.3750
0.3750
0.3750
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.3438
0.2813
0.2813
0.2813
0.2813
73.690
72.202
70.714
69.225
67.737
66.249
64.761
64.754
63.272
63.237
62.847
61.359
59.870
58.382
56.894
56.605
55.406
55.233
54.855
53.367
51.879
50.390
48.902
48.012
47.414
46.771
46.676
45.187
43.699
42.211
40.723
39.234
38.898
37.746
37.928
37.243
36.946
35.457
33.969
32.481
30.993
29.713
29.504
29.400
28.314
28.626
28.579
27.388
27.091
123.366
120.857
118.347
115.838
113.328
110.819
108.309
108.299
105.799
105.739
105.082
102.572
100.062
97.553
95.043
94.556
92.534
81.484
80.922
78.708
76.493
74.279
72.065
70.740
69.850
55.220
55.107
53.336
51.565
49.793
48.022
46.251
45.850
44.479
41.011
40.264
39.939
38.315
36.691
35.067
33.443
32.047
31.820
31.706
30.520
25.307
25.264
24.201
23.936
83,422.30
78,434.10
73,648.80
69,062.30
64,670.20
60,468.40
56,452.60
56,436.30
52,618.70
52,528.90
51,555.10
47,948.80
44,514.80
41,248.80
38,146.60
37,563.10
35,203.90
30,875.60
30,241.10
27,825.80
25,542.70
23,388.10
21,358.10
20,202.10
19,449.10
15,017.90
14,925.70
13,532.20
12,228.30
11,010.90
9,877.10
8,824.00
8,596.80
7,848.50
7,319.10
6,926.40
6,760.10
5,968.60
5,241.40
4,575.80
3,969.10
3,492.30
3,418.50
3,382.00
3,016.70
2,568.90
2,556.00
2,246.70
2,173.50
22.69
22.20
21.71
21.21
20.72
20.22
19.73
19.73
19.24
19.22
19.09
18.60
18.11
17.61
17.12
17.02
16.62
19.01
18.87
18.31
17.75
17.19
16.63
16.30
16.07
20.23
20.18
19.48
18.78
18.08
17.38
16.68
16.53
15.99
17.69
17.34
17.19
16.42
15.66
14.90
14.13
13.48
13.37
13.32
12.76
16.18
16.15
15.40
15.22
D/t F'y
Ratio (ksi)
138.70
135.90
133.10
130.29
127.49
124.69
121.89
121.88
119.09
119.02
118.29
115.49
112.69
109.89
107.08
106.54
104.28
117.82
117.01
113.84
110.66
107.49
104.31
102.41
101.14
124.72
124.47
120.50
116.53
112.56
108.59
104.63
103.73
100.66
110.32
108.33
107.46
103.13
98.80
94.48
90.15
86.42
85.82
85.52
82.36
101.76
101.60
97.36
96.30
74.7
75.3
75.9
76.5
77
77.6
78.2
78.2
78.8
78.8
78.9
79.5
80.1
80.7
81.3
81.4
81.8
79
79.2
79.9
80.5
81.2
81.8
82.2
82.5
77.6
77.7
78.5
79.3
80.1
81
81.8
82
82.6
80.6
81
81.2
82.1
82.6
82.6
82.6
82.6
82.6
82.6
82.6
82.4
82.4
82.6
82.6
S
(in3)
2229.7
2139.6
2051.4
1965.0
1880.4
1797.8
1716.9
1716.6
1638.0
1636.1
1615.7
1539.2
1464.5
1391.6
1320.6
1307.0
1251.5
1101.0
1085.8
1027.0
969.8
914.2
860.2
828.8
807.9
632.4
629.8
589.8
551.2
513.8
477.7
443.0
435.3
409.5
380.1
366.3
360.4
331.6
303.9
277.5
252.2
231.5
228.2
226.6
209.9
176.8
176.2
161.6
158.0
Totals:
©2007 - 2020 by ATC LLC. All rights reserved.
Page 3 of 13
Model Id : 5070
Z Weight
(in3)
(lb)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2,077.6
2,034.9
1,992.2
1,949.5
1,906.8
1,864.1
7.7
3,657.8
2,656.1
469.9
1,766.5
1,723.8
1,681.1
1,638.4
313.0
2,434.9
2,207.8
350.7
1,358.0
1,320.3
1,282.6
1,244.9
726.6
872.1
1,988.6
60.0
922.5
892.4
862.2
832.1
802.0
177.1
1,150.4
494.5
318.0
136.5
665.7
638.1
610.4
582.8
479.1
76.1
37.9
709.4
159.5
13.8
336.6
81.9
50,564.9
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Load Case: 1.2D + 1.0W
Gust Response Factor:
Dead load Factor:
Wind Load Factor:
118 mph wind with no ice
21 Iterations
1.10
1.20
1.00
CALCULATED FORCES
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
-76.44
-73.78
-71.18
-68.62
-66.12
-63.67
-61.30
-61.27
-56.72
-53.43
-52.81
-50.54
-48.32
-46.15
-44.05
-43.64
-40.60
-37.85
-37.38
-35.60
-33.87
-32.19
-30.56
-29.61
-28.50
-26.00
-25.90
-24.65
-23.45
-22.28
-21.15
-20.07
-19.82
-18.35
-17.72
-12.96
-12.78
-11.91
-8.75
-7.97
-3.73
-3.14
-3.05
-3.01
-1.74
-1.55
-1.54
-0.28
0.00
-40.45
-39.84
-39.25
-38.65
-38.04
-37.40
-37.06
-36.73
-36.12
-35.75
-35.32
-34.61
-33.91
-33.20
-32.76
-32.41
-31.83
-31.43
-31.00
-30.30
-29.60
-28.91
-28.35
-28.00
-27.54
-27.15
-26.82
-26.17
-25.52
-24.89
-24.28
-23.88
-23.59
-23.22
-22.97
-18.32
-17.99
-17.41
-13.39
-12.85
-4.79
-4.42
-4.37
-4.18
-3.32
-3.26
-3.07
-1.90
-1.89
Tu
MY
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Mu
MZ
(ft-kips)
Mu
MX
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(ft-kips)
Phi
Mn
(ft-kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
-4,657.1
-4,454.8
-4,255.6
-4,059.4
-3,866.2
-3,676.0
-3,489.0
-3,488.2
-3,305.3
-3,172.0
-3,125.2
-2,948.6
-2,775.6
-2,606.0
-2,440.0
-2,408.2
-2,277.6
-2,158.9
-2,119.0
-1,964.0
-1,812.5
-1,664.5
-1,520.0
-1,435.2
-1,379.0
-1,250.0
-1,241.4
-1,107.3
-976.5
-848.8
-724.4
-603.0
-576.0
-484.7
-445.2
-392.4
-374.1
-284.1
-197.1
-130.1
-63.0
-42.5
-39.4
-37.8
-22.6
-19.8
-19.3
-7.0
-5.1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4,657.08
4,454.85
4,255.64
4,059.40
3,866.15
3,675.98
3,488.99
3,488.22
3,305.32
3,172.04
3,125.21
2,948.62
2,775.55
2,606.02
2,440.03
2,408.24
2,277.63
2,158.89
2,119.00
1,963.99
1,812.51
1,664.52
1,520.00
1,435.23
1,378.96
1,250.04
1,241.37
1,107.28
976.46
848.84
724.38
603.00
576.01
484.71
445.23
392.41
374.09
284.14
197.08
130.11
63.05
42.46
39.36
37.83
22.58
19.80
19.28
6.99
5.09
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
14,306.35
13,730.28
13,166.04
12,613.65
12,073.09
11,544.37
11,027.49
11,025.36
10,522.45
10,510.47
10,380.18
9,890.36
9,412.38
8,946.23
8,491.93
8,405.13
8,049.46
7,073.77
6,976.53
6,599.99
6,233.89
5,878.24
5,533.04
5,331.57
5,198.28
4,061.20
4,044.57
3,788.77
3,541.33
3,302.24
3,071.51
2,849.13
2,800.03
2,635.11
2,443.38
2,355.21
2,317.37
2,132.78
1,955.84
1,786.57
1,624.96
1,492.10
1,471.01
1,460.51
1,353.36
1,137.15
1,133.33
1,039.99
1,017.28
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
0
0.04
0.17
0.37
0.67
1.05
1.51
1.51
2.07
2.54
2.71
3.45
4.27
5.19
6.19
6.4
7.29
8.17
8.48
9.77
11.16
12.65
14.24
15.24
15.94
17.61
17.73
19.64
21.66
23.8
26.04
28.39
28.93
30.83
31.68
32.85
33.37
35.98
38.66
41.39
44.16
46.56
46.95
47.15
49.2
49.67
49.76
52.01
52.58
0
-0.08
-0.16
-0.24
-0.32
-0.4
-0.49
-0.49
-0.57
-0.64
-0.66
-0.74
-0.83
-0.91
-1
-1.02
-1.09
-1.16
-1.18
-1.28
-1.37
-1.47
-1.57
-1.63
-1.67
-1.76
-1.76
-1.87
-1.98
-2.09
-2.19
-2.29
-2.31
-2.38
-2.4
-2.44
-2.46
-2.53
-2.58
-2.63
-2.66
-2.67
-2.68
-2.68
-2.69
-2.69
-2.69
-2.7
-2.7
0.382
0.378
0.374
0.369
0.365
0.360
0.355
0.355
0.349
0.336
0.334
0.328
0.323
0.316
0.310
0.309
0.303
0.338
0.335
0.326
0.316
0.305
0.294
0.287
0.282
0.347
0.346
0.326
0.305
0.282
0.257
0.229
0.222
0.198
0.201
0.181
0.176
0.144
0.108
0.079
0.042
0.031
0.029
0.028
0.018
0.019
0.019
0.007
0.005
©2007 - 2020 by ATC LLC. All rights reserved.
Page 4 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Load Case: 0.9D + 1.0W
Gust Response Factor:
Dead load Factor:
Wind Load Factor:
118 mph wind with no ice
21 Iterations
1.10
0.90
1.00
CALCULATED FORCES
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
-57.32
-55.32
-53.35
-51.42
-49.53
-47.68
-45.90
-45.87
-42.45
-39.98
-39.50
-37.79
-36.12
-34.48
-32.90
-32.59
-30.30
-28.23
-27.87
-26.53
-25.23
-23.96
-22.74
-22.02
-21.18
-19.30
-19.23
-18.28
-17.37
-16.49
-15.64
-14.83
-14.64
-13.54
-13.06
-9.54
-9.40
-8.75
-6.42
-5.84
-2.74
-2.31
-2.24
-2.21
-1.27
-1.12
-1.12
-0.19
0.00
-40.43
-39.80
-39.19
-38.57
-37.93
-37.27
-36.93
-36.59
-35.97
-35.60
-35.15
-34.44
-33.72
-33.00
-32.56
-32.21
-31.62
-31.23
-30.79
-30.08
-29.38
-28.68
-28.12
-27.78
-27.32
-26.94
-26.60
-25.95
-25.30
-24.67
-24.05
-23.67
-23.38
-23.01
-22.77
-18.17
-17.84
-17.27
-13.29
-12.75
-4.74
-4.38
-4.33
-4.14
-3.29
-3.24
-3.05
-1.90
-1.89
Tu
MY
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Mu
MZ
(ft-kips)
Mu
MX
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(ft-kips)
Phi
Mn
(ft-kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
-4,630.6
-4,428.4
-4,229.4
-4,033.5
-3,840.7
-3,651.0
-3,464.7
-3,463.9
-3,281.7
-3,149.0
-3,102.4
-2,926.6
-2,754.4
-2,585.9
-2,420.9
-2,389.3
-2,259.5
-2,141.5
-2,101.9
-1,947.9
-1,797.5
-1,650.6
-1,507.2
-1,423.1
-1,367.3
-1,239.4
-1,230.8
-1,097.8
-968.1
-841.6
-718.2
-597.9
-571.2
-480.7
-441.6
-389.2
-371.1
-281.9
-195.6
-129.1
-62.6
-42.2
-39.1
-37.6
-22.5
-19.7
-19.2
-7.0
-5.1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4,630.59
4,428.42
4,229.41
4,033.49
3,840.66
3,651.02
3,464.67
3,463.90
3,281.72
3,149.01
3,102.38
2,926.62
2,754.44
2,585.86
2,420.87
2,389.27
2,259.50
2,141.53
2,101.89
1,947.92
1,797.51
1,650.62
1,507.22
1,423.11
1,367.29
1,239.42
1,230.81
1,097.81
968.08
841.57
718.22
597.94
571.20
480.73
441.60
389.25
371.07
281.89
195.55
129.12
62.56
42.17
39.10
37.58
22.48
19.71
19.19
6.99
5.09
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
14,306.35
13,730.28
13,166.04
12,613.65
12,073.09
11,544.37
11,027.49
11,025.36
10,522.45
10,510.47
10,380.18
9,890.36
9,412.38
8,946.23
8,491.93
8,405.13
8,049.46
7,073.77
6,976.53
6,599.99
6,233.89
5,878.24
5,533.04
5,331.57
5,198.28
4,061.20
4,044.57
3,788.77
3,541.33
3,302.24
3,071.51
2,849.13
2,800.03
2,635.11
2,443.38
2,355.21
2,317.37
2,132.78
1,955.84
1,786.57
1,624.96
1,492.10
1,471.01
1,460.51
1,353.36
1,137.15
1,133.33
1,039.99
1,017.28
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
0
0.04
0.17
0.37
0.66
1.04
1.5
1.51
2.05
2.52
2.7
3.43
4.25
5.16
6.15
6.36
7.24
8.12
8.42
9.7
11.08
12.56
14.14
15.14
15.83
17.49
17.61
19.5
21.51
23.63
25.85
28.18
28.72
30.61
31.45
32.61
33.12
35.71
38.37
41.08
43.83
46.21
46.6
46.8
48.83
49.3
49.39
51.63
52.19
0
-0.08
-0.16
-0.24
-0.32
-0.4
-0.48
-0.48
-0.57
-0.63
-0.66
-0.74
-0.82
-0.91
-0.99
-1.01
-1.08
-1.15
-1.17
-1.27
-1.36
-1.46
-1.56
-1.61
-1.65
-1.74
-1.75
-1.86
-1.97
-2.07
-2.17
-2.27
-2.29
-2.36
-2.39
-2.42
-2.44
-2.51
-2.56
-2.61
-2.64
-2.65
-2.66
-2.66
-2.67
-2.67
-2.67
-2.67
-2.67
0.378
0.374
0.369
0.365
0.360
0.355
0.350
0.350
0.345
0.331
0.330
0.324
0.318
0.312
0.306
0.305
0.299
0.333
0.331
0.322
0.312
0.301
0.290
0.283
0.278
0.342
0.341
0.322
0.301
0.278
0.253
0.225
0.219
0.195
0.198
0.179
0.173
0.142
0.107
0.078
0.041
0.030
0.029
0.028
0.018
0.019
0.018
0.007
0.005
©2007 - 2020 by ATC LLC. All rights reserved.
Page 5 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Load Case: 1.2D + 1.0Di + 1.0Wi
Gust Response Factor:
1.10
Dead load Factor:
1.20
Wind Load Factor:
1.00
50 mph wind with 1" radial ice
Ice Dead Load Factor
1.00
21 Iterations
Ice Importance Factor
1.00
CALCULATED FORCES
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
-95.44
-92.48
-89.54
-86.63
-83.77
-80.96
-78.21
-78.20
-73.29
-69.72
-69.01
-66.38
-63.80
-61.28
-58.82
-58.34
-55.02
-52.00
-51.46
-49.35
-47.29
-45.28
-43.33
-42.19
-40.96
-38.15
-38.05
-36.51
-35.01
-33.55
-32.14
-30.78
-30.48
-28.79
-28.07
-21.02
-20.79
-19.65
-14.75
-13.71
-5.49
-4.63
-4.50
-4.44
-2.83
-2.60
-2.58
-0.82
0.00
-11.10
-10.92
-10.74
-10.57
-10.38
-10.19
-10.09
-9.99
-9.81
-9.70
-9.57
-9.36
-9.14
-8.93
-8.80
-8.69
-8.52
-8.40
-8.27
-8.05
-7.84
-7.63
-7.46
-7.35
-7.22
-7.10
-7.00
-6.80
-6.60
-6.40
-6.21
-6.09
-6.00
-5.89
-5.81
-4.73
-4.63
-4.44
-3.39
-3.22
-1.28
-1.17
-1.15
-1.09
-0.87
-0.85
-0.79
-0.48
-0.47
Tu
MY
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Mu
MZ
(ft-kips)
Mu
MX
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(ft-kips)
Phi
Mn
(ft-kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
-1,240.8
-1,185.3
-1,130.7
-1,077.0
-1,024.1
-972.2
-921.3
-921.1
-871.3
-835.1
-822.4
-774.6
-727.8
-682.1
-637.4
-628.9
-593.9
-562.1
-551.5
-510.1
-469.9
-430.7
-392.5
-370.2
-355.4
-321.7
-319.4
-284.4
-250.4
-217.5
-185.4
-154.4
-147.5
-124.2
-114.2
-100.9
-96.1
-73.0
-50.8
-33.8
-17.2
-11.7
-10.9
-10.5
-6.5
-5.8
-5.6
-2.5
-2.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1,240.75
1,185.26
1,130.67
1,076.95
1,024.13
972.23
921.28
921.07
871.32
835.13
822.42
774.59
727.81
682.09
637.45
628.91
593.89
562.12
551.47
510.14
469.87
430.67
392.52
370.22
355.44
321.67
319.40
284.43
250.45
217.46
185.43
154.36
147.48
124.25
114.23
100.87
96.14
73.01
50.79
33.85
17.20
11.69
10.87
10.47
6.48
5.75
5.61
2.46
1.98
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
14,306.35
13,730.28
13,166.04
12,613.65
12,073.09
11,544.37
11,027.49
11,025.36
10,522.45
10,510.47
10,380.18
9,890.36
9,412.38
8,946.23
8,491.93
8,405.13
8,049.46
7,073.77
6,976.53
6,599.99
6,233.89
5,878.24
5,533.04
5,331.57
5,198.28
4,061.20
4,044.57
3,788.77
3,541.33
3,302.24
3,071.51
2,849.13
2,800.03
2,635.11
2,443.38
2,355.21
2,317.37
2,132.78
1,955.84
1,786.57
1,624.96
1,492.10
1,471.01
1,460.51
1,353.36
1,137.15
1,133.33
1,039.99
1,017.28
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
0
0.01
0.04
0.1
0.18
0.28
0.4
0.4
0.55
0.67
0.72
0.92
1.13
1.37
1.64
1.69
1.93
2.16
2.24
2.58
2.95
3.34
3.76
4.02
4.2
4.64
4.67
5.17
5.7
6.26
6.85
7.46
7.6
8.09
8.32
8.62
8.75
9.43
10.13
10.84
11.56
12.19
12.29
12.34
12.88
13
13.02
13.61
13.76
0
-0.02
-0.04
-0.06
-0.08
-0.11
-0.13
-0.13
-0.15
-0.17
-0.17
-0.2
-0.22
-0.24
-0.26
-0.27
-0.29
-0.3
-0.31
-0.34
-0.36
-0.39
-0.41
-0.43
-0.44
-0.46
-0.46
-0.49
-0.52
-0.55
-0.57
-0.6
-0.6
-0.62
-0.63
-0.64
-0.64
-0.66
-0.67
-0.68
-0.69
-0.7
-0.7
-0.7
-0.7
-0.7
-0.7
-0.7
-0.7
0.111
0.109
0.108
0.106
0.105
0.103
0.102
0.102
0.100
0.096
0.095
0.093
0.092
0.090
0.088
0.087
0.085
0.095
0.094
0.092
0.089
0.086
0.083
0.081
0.079
0.097
0.097
0.092
0.086
0.080
0.073
0.066
0.064
0.058
0.059
0.053
0.051
0.043
0.032
0.025
0.013
0.010
0.010
0.009
0.006
0.007
0.007
0.003
0.002
©2007 - 2020 by ATC LLC. All rights reserved.
Page 6 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Load Case: 1.0D + 1.0W
Gust Response Factor:
Dead load Factor:
Wind Load Factor:
60 mph Wind with No Ice
20 Iterations
1.10
1.00
1.00
CALCULATED FORCES
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
-63.72
-61.55
-59.42
-57.33
-55.29
-53.29
-51.33
-51.32
-47.57
-44.84
-44.34
-42.48
-40.66
-38.89
-37.16
-36.82
-34.31
-32.03
-31.66
-30.21
-28.79
-27.41
-26.08
-25.29
-24.38
-22.31
-22.24
-21.22
-20.24
-19.28
-18.35
-17.46
-17.26
-16.04
-15.51
-11.40
-11.25
-10.52
-7.76
-7.09
-3.28
-2.77
-2.70
-2.66
-1.57
-1.41
-1.39
-0.30
0.00
-9.35
-9.21
-9.07
-8.93
-8.78
-8.63
-8.55
-8.47
-8.33
-8.25
-8.14
-7.98
-7.81
-7.65
-7.55
-7.47
-7.33
-7.24
-7.14
-6.98
-6.81
-6.65
-6.52
-6.44
-6.34
-6.25
-6.17
-6.02
-5.87
-5.73
-5.58
-5.50
-5.43
-5.34
-5.29
-4.22
-4.14
-4.01
-3.08
-2.96
-1.10
-1.02
-1.01
-0.96
-0.76
-0.75
-0.71
-0.44
-0.44
Tu
MY
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Mu
MZ
(ft-kips)
Mu
MX
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(ft-kips)
Phi
Mn
(ft-kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
-1,073.4
-1,026.6
-980.6
-935.2
-890.6
-846.7
-803.5
-803.4
-761.2
-730.4
-719.6
-678.9
-639.0
-599.9
-561.7
-554.4
-524.3
-496.9
-487.7
-452.0
-417.2
-383.1
-349.8
-330.3
-317.4
-287.7
-285.7
-254.8
-224.7
-195.4
-166.7
-138.8
-132.6
-111.6
-102.5
-90.4
-86.1
-65.4
-45.4
-30.0
-14.5
-9.8
-9.1
-8.7
-5.2
-4.6
-4.4
-1.6
-1.2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1,073.38
1,026.61
980.57
935.23
890.59
846.68
803.53
803.35
761.16
730.42
719.62
678.90
639.00
599.93
561.69
554.36
524.28
496.93
487.74
452.04
417.16
383.09
349.82
330.31
317.36
287.69
285.70
254.84
224.73
195.37
166.73
138.81
132.60
111.60
102.51
90.35
86.14
65.43
45.39
29.97
14.52
9.78
9.07
8.72
5.21
4.57
4.45
1.62
1.18
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
14,306.35
13,730.28
13,166.04
12,613.65
12,073.09
11,544.37
11,027.49
11,025.36
10,522.45
10,510.47
10,380.18
9,890.36
9,412.38
8,946.23
8,491.93
8,405.13
8,049.46
7,073.77
6,976.53
6,599.99
6,233.89
5,878.24
5,533.04
5,331.57
5,198.28
4,061.20
4,044.57
3,788.77
3,541.33
3,302.24
3,071.51
2,849.13
2,800.03
2,635.11
2,443.38
2,355.21
2,317.37
2,132.78
1,955.84
1,786.57
1,624.96
1,492.10
1,471.01
1,460.51
1,353.36
1,137.15
1,133.33
1,039.99
1,017.28
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
0
0.01
0.04
0.09
0.15
0.24
0.35
0.35
0.48
0.58
0.63
0.79
0.98
1.2
1.43
1.47
1.68
1.88
1.95
2.25
2.57
2.91
3.28
3.51
3.67
4.06
4.08
4.52
4.99
5.48
6
6.54
6.66
7.1
7.3
7.57
7.68
8.29
8.9
9.53
10.17
10.72
10.81
10.86
11.33
11.44
11.46
11.98
12.11
0
-0.02
-0.04
-0.05
-0.07
-0.09
-0.11
-0.11
-0.13
-0.15
-0.15
-0.17
-0.19
-0.21
-0.23
-0.23
-0.25
-0.27
-0.27
-0.29
-0.32
-0.34
-0.36
-0.37
-0.38
-0.4
-0.41
-0.43
-0.46
-0.48
-0.5
-0.53
-0.53
-0.55
-0.55
-0.56
-0.57
-0.58
-0.59
-0.61
-0.61
-0.62
-0.62
-0.62
-0.62
-0.62
-0.62
-0.62
-0.62
0.094
0.093
0.091
0.090
0.089
0.088
0.087
0.087
0.085
0.082
0.081
0.080
0.078
0.077
0.075
0.075
0.073
0.082
0.081
0.079
0.076
0.074
0.071
0.069
0.068
0.084
0.084
0.079
0.074
0.069
0.063
0.056
0.055
0.049
0.050
0.045
0.043
0.036
0.027
0.020
0.011
0.008
0.008
0.007
0.005
0.005
0.005
0.002
0.001
©2007 - 2020 by ATC LLC. All rights reserved.
Page 7 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
EQUIVALENT LATERAL FORCES METHOD ANALYSIS
(Based on ASCE7-16 Chapters 11, 12 and 15)
Spectral Response Acceleration for Short Period (SS):
0.200
Spectral Response Acceleration at 1.0 Second Period (S1):
0.055
Long-Period Transition Period (TL – Seconds):
6
Importance Factor (Ie):
1.000
Site Coefficient Fa:
1.600
Site Coefficient Fv:
2.400
Response Modification Coefficient (R):
1.500
Design Spectral Response Acceleration at Short Period (Sds):
0.213
Design Spectral Response Acceleration at 1.0 Second Period (Sd1):
0.088
Seismic Response Coefficient (Cs):
0.034
Upper Limit CS:
0.034
Lower Limit CS:
0.030
Period based on Rayleigh Method (sec):
1.710
Redundancy Factor (p):
1.000
Seismic Force Distribution Exponent (k):
1.600
Total Unfactored Dead Load:
63.730 k
Seismic Base Shear (E):
1.2D + 1.0Ev + 1.0Eh
2.190 k
Seismic
Segment
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
©2007 - 2020 by ATC LLC. All rights reserved.
Height
Above
Base
(ft)
Weight
(lb)
Wz
(lb-ft)
169.5
167
164.92
164.42
162.1753
160.1753
159.65
157.15
152.5
147.5
142.5
137.5
134.5
132.8502
130.8502
128.065
125.565
122.5
117.5
112.5
107.5
102.5
99.8402
97.3402
93.9952
91.4952
87.5
82.5
77.5
72.5
69.3654
66.8654
62.9852
60.4852
84
345
14
161
717
39
78
488
635
663
702
730
149
361
526
1,222
198
895
925
955
985
1,015
66
2,075
909
782
1,338
1,375
1,413
1,451
374
2,277
2,510
331
317
1,272
51
580
2,522
133
266
1,632
2,023
2,001
2,007
1,970
389
921
1,311
2,942
462
2,006
1,939
1,867
1,791
1,710
106
3,217
1,333
1,098
1,748
1,635
1,519
1,402
337
1,932
1,935
239
Page 8 of 13
Cvx
Horizontal
Force
(lb)
Vertical
Force
(lb)
0.004
0.015
0.001
0.007
0.030
0.002
0.003
0.019
0.024
0.024
0.024
0.023
0.005
0.011
0.015
0.035
0.005
0.024
0.023
0.022
0.021
0.020
0.001
0.038
0.016
0.013
0.021
0.019
0.018
0.016
0.004
0.023
0.023
0.003
8
33
1
15
65
3
7
42
52
52
52
51
10
24
34
76
12
52
50
48
46
44
3
83
34
28
45
42
39
36
9
50
50
6
104
429
18
200
891
48
96
607
789
823
873
907
186
448
654
1,519
246
1,112
1,149
1,187
1,224
1,262
82
2,579
1,130
972
1,662
1,709
1,756
1,803
465
2,830
3,119
411
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Segment
14
13
12
11
10
9
8
7
6
5
4
3
2
1
dbSpectra DS1F03F36D-N
RFS SC3-W100AC
Generic Flat Stand-Off
Generic Flat Stand-Off
Raycap DC6-48-60-18-8C-EV
Ericsson RRUS A2
Ericsson RRUS 4415 B30
Ericsson 4478 Band 14 (15" Height)
Ericsson RRUS 4449 B5, B12
Ericsson RRU22
Ericsson RRUS 12
Ericsson 8843
Raycap DC9-48-60-24-8C-EV
CCI HPA-65R-BUU-H8
Generic Round Sector Frame
CCI DMP65R-BU8D
CCI TPA65R-BU8D
Samsung RT4401-48A
Samsung B2/B66A RRH-BR049
Samsung B5/B13 RRH-BR04C
RFS DB-C1-12C-24AB-0Z
JMA Wireless MX10FIT665-xx
Generic Flat Light Sector Frame
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
Ericsson Air6449 B41
RFS APXVAALL24 43-U-NA20
Generic Flat Platform with Handrails
0.9D - 1.0Ev + 1.0Eh
Height
Above
Base
(ft)
Weight
(lb)
Wz
(lb-ft)
57.5
52.5
47.5
42.5
39.345
36.845
32.5104
30.0104
27.5
22.5
17.5
12.5
7.5
2.5
170
170
169
164
159.3
155
155
155
155
155
155
155
155
155
155
155
155
145
145
145
145
145
145
134
134
134
134
134
1,731
1,774
1,817
1,859
494
2,725
3,750
8
1,957
2,000
2,042
2,085
2,128
2,170
142
80
750
375
16
90
138
180
213
317
150
255
16
408
900
287
248
56
253
211
32
320
1,200
327
252
312
368
2,500
Cvx
Horizontal
Force
(lb)
Vertical
Force
(lb)
1,153
1,021
891
762
179
889
1,000
2
399
296
202
120
54
9
539
303
2,818
1,343
55
294
451
588
697
1,038
491
834
52
1,334
2,943
939
809
164
744
620
94
941
3,526
847
652
808
954
6,472
0.014
0.012
0.010
0.009
0.002
0.010
0.012
0.000
0.005
0.004
0.002
0.001
0.001
0.000
0.006
0.004
0.033
0.016
0.001
0.004
0.005
0.007
0.008
0.012
0.006
0.010
0.001
0.016
0.035
0.011
0.010
0.002
0.009
0.007
0.001
0.011
0.042
0.010
0.008
0.010
0.011
0.076
30
26
23
20
5
23
26
0
10
8
5
3
1
0
14
8
73
35
1
8
12
15
18
27
13
21
1
34
76
24
21
4
19
16
2
24
91
22
17
21
25
167
2,151
2,204
2,257
2,310
614
3,386
4,660
10
2,432
2,485
2,538
2,591
2,644
2,697
176
99
932
466
20
112
171
223
265
394
186
317
20
507
1,118
357
308
69
315
262
40
398
1,491
406
313
388
458
3,107
63,726
84,937
1.000
2,187
79,190
Height
Above
Base
(ft)
Weight
(lb)
Wz
(lb-ft)
Cvx
Horizontal
Force
(lb)
Vertical
Force
(lb)
169.5
167
164.92
164.42
162.1753
160.1753
159.65
157.15
152.5
147.5
142.5
137.5
134.5
132.8502
130.8502
84
345
14
161
717
39
78
488
635
663
702
730
149
361
526
317
1,272
51
580
2,522
133
266
1,632
2,023
2,001
2,007
1,970
389
921
1,311
0.004
0.015
0.001
0.007
0.030
0.002
0.003
0.019
0.024
0.024
0.024
0.023
0.005
0.011
0.015
8
33
1
15
65
3
7
42
52
52
52
51
10
24
34
72
296
12
138
615
33
66
419
544
568
602
626
128
309
451
Seismic (Reduced DL)
Segment
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
©2007 - 2020 by ATC LLC. All rights reserved.
Page 9 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Segment
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
dbSpectra DS1F03F36D-N
RFS SC3-W100AC
Generic Flat Stand-Off
Generic Flat Stand-Off
Raycap DC6-48-60-18-8C-EV
Ericsson RRUS A2
Ericsson RRUS 4415 B30
Ericsson 4478 Band 14 (15" Height)
Ericsson RRUS 4449 B5, B12
Ericsson RRU22
Ericsson RRUS 12
Ericsson 8843
Raycap DC9-48-60-24-8C-EV
CCI HPA-65R-BUU-H8
Generic Round Sector Frame
CCI DMP65R-BU8D
CCI TPA65R-BU8D
Samsung RT4401-48A
Samsung B2/B66A RRH-BR049
Samsung B5/B13 RRH-BR04C
RFS DB-C1-12C-24AB-0Z
JMA Wireless MX10FIT665-xx
Generic Flat Light Sector Frame
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
Ericsson Air6449 B41
RFS APXVAALL24 43-U-NA20
Generic Flat Platform with Handrails
1.2D + 1.0Ev + 1.0Eh
Height
Above
Base
(ft)
Weight
(lb)
Wz
(lb-ft)
128.065
125.565
122.5
117.5
112.5
107.5
102.5
99.8402
97.3402
93.9952
91.4952
87.5
82.5
77.5
72.5
69.3654
66.8654
62.9852
60.4852
57.5
52.5
47.5
42.5
39.345
36.845
32.5104
30.0104
27.5
22.5
17.5
12.5
7.5
2.5
170
170
169
164
159.3
155
155
155
155
155
155
155
155
155
155
155
155
145
145
145
145
145
145
134
134
134
134
134
1,222
198
895
925
955
985
1,015
66
2,075
909
782
1,338
1,375
1,413
1,451
374
2,277
2,510
331
1,731
1,774
1,817
1,859
494
2,725
3,750
8
1,957
2,000
2,042
2,085
2,128
2,170
142
80
750
375
16
90
138
180
213
317
150
255
16
408
900
287
248
56
253
211
32
320
1,200
327
252
312
368
2,500
63,726
Cvx
Horizontal
Force
(lb)
Vertical
Force
(lb)
2,942
462
2,006
1,939
1,867
1,791
1,710
106
3,217
1,333
1,098
1,748
1,635
1,519
1,402
337
1,932
1,935
239
1,153
1,021
891
762
179
889
1,000
2
399
296
202
120
54
9
539
303
2,818
1,343
55
294
451
588
697
1,038
491
834
52
1,334
2,943
939
809
164
744
620
94
941
3,526
847
652
808
954
6,472
0.035
0.005
0.024
0.023
0.022
0.021
0.020
0.001
0.038
0.016
0.013
0.021
0.019
0.018
0.016
0.004
0.023
0.023
0.003
0.014
0.012
0.010
0.009
0.002
0.010
0.012
0.000
0.005
0.004
0.002
0.001
0.001
0.000
0.006
0.004
0.033
0.016
0.001
0.004
0.005
0.007
0.008
0.012
0.006
0.010
0.001
0.016
0.035
0.011
0.010
0.002
0.009
0.007
0.001
0.011
0.042
0.010
0.008
0.010
0.011
0.076
76
12
52
50
48
46
44
3
83
34
28
45
42
39
36
9
50
50
6
30
26
23
20
5
23
26
0
10
8
5
3
1
0
14
8
73
35
1
8
12
15
18
27
13
21
1
34
76
24
21
4
19
16
2
24
91
22
17
21
25
167
1,048
170
767
793
819
845
870
57
1,779
780
670
1,147
1,179
1,211
1,244
321
1,952
2,152
284
1,484
1,521
1,557
1,594
424
2,336
3,215
7
1,678
1,714
1,751
1,788
1,824
1,861
122
69
643
322
14
77
118
154
183
272
129
219
14
350
772
246
212
48
217
181
27
275
1,029
280
216
267
316
2,143
84,937
1.000
2,187
54,634
Seismic
CALCULATED FORCES
©2007 - 2020 by ATC LLC. All rights reserved.
Page 10 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
Tu
MY
(ft-kips)
Mu
MZ
(fr-kips)
Mu
Mx
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(kips)
Phi
Mn
(kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
-76.49
-73.85
-71.26
-68.72
-66.23
-63.80
-63.79
-59.13
-55.75
-55.13
-52.82
-50.56
-48.36
-46.21
-45.80
-42.68
-39.85
-39.38
-37.58
-35.82
-34.11
-32.45
-31.48
-30.35
-27.77
-27.69
-26.43
-25.20
-24.02
-22.87
-21.75
-21.51
-19.99
-19.34
-18.89
-14.03
-13.12
-12.25
-8.85
-8.06
-3.48
-3.36
-3.32
-2.42
-1.76
-1.74
-1.31
-0.28
0.00
-2.19
-2.19
-2.20
-2.20
-2.19
-2.19
-2.19
-2.16
-2.14
-2.14
-2.12
-2.10
-2.08
-2.05
-2.05
-2.00
-1.95
-1.94
-1.90
-1.87
-1.82
-1.78
-1.75
-1.72
-1.63
-1.63
-1.59
-1.54
-1.49
-1.44
-1.39
-1.38
-1.30
-1.27
-1.24
-0.97
-0.92
-0.86
-0.65
-0.59
-0.27
-0.26
-0.26
-0.19
-0.14
-0.14
-0.11
-0.02
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-270.21
-259.27
-248.30
-237.32
-226.35
-215.38
-204.45
-204.40
-193.62
-185.71
-182.91
-172.29
-161.78
-151.38
-141.12
-139.14
-131.09
-123.83
-121.37
-111.86
-102.53
-93.41
-84.52
-79.28
-75.82
-68.19
-67.66
-59.74
-52.04
-44.57
-37.36
-30.41
-28.86
-23.82
-21.67
-18.82
-17.85
-13.26
-8.94
-5.70
-2.73
-1.56
-1.38
-1.29
-0.59
-0.47
-0.44
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
270.21
259.27
248.30
237.32
226.35
215.38
204.45
204.40
193.62
185.71
182.91
172.29
161.78
151.38
141.12
139.14
131.09
123.83
121.37
111.86
102.53
93.41
84.52
79.28
75.82
68.19
67.66
59.74
52.04
44.57
37.36
30.41
28.86
23.82
21.67
18.82
17.85
13.26
8.94
5.70
2.73
1.56
1.38
1.29
0.59
0.47
0.44
0.02
0.00
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
14,306
13,730
13,166
12,614
12,073
11,544
11,027
11,025
10,522
10,510
10,380
9,890
9,412
8,946
8,492
8,405
8,049
7,074
6,977
6,600
6,234
5,878
5,533
5,332
5,198
4,061
4,045
3,789
3,541
3,302
3,072
2,849
2,800
2,635
2,443
2,355
2,317
2,133
1,956
1,787
1,625
1,492
1,471
1,461
1,353
1,137
1,133
1,040
1,017
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
0.00
0.00
0.01
0.02
0.04
0.06
0.09
0.09
0.12
0.15
0.16
0.20
0.25
0.30
0.36
0.37
0.43
0.48
0.50
0.57
0.65
0.74
0.83
0.89
0.93
1.02
1.03
1.14
1.26
1.38
1.51
1.64
1.67
1.78
1.82
1.89
1.92
2.06
2.21
2.36
2.52
2.65
2.67
2.68
2.79
2.82
2.83
2.95
2.98
0.00
0.00
-0.01
-0.01
-0.02
-0.02
-0.03
-0.03
-0.03
-0.04
-0.04
-0.04
-0.05
-0.05
-0.06
-0.06
-0.06
-0.07
-0.07
-0.07
-0.08
-0.09
-0.09
-0.09
-0.10
-0.10
-0.10
-0.11
-0.11
-0.12
-0.12
-0.13
-0.13
-0.13
-0.13
-0.14
-0.14
-0.14
-0.14
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.02
0.02
0.02
0.03
0.03
0.03
0.02
0.02
0.02
0.02
0.02
0.03
0.03
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.9D - 1.0Ev + 1.0Eh
Seismic (Reduced DL)
CALCULATED FORCES
Seg
Elev
(ft)
Pu
FY (-)
(kips)
Vu
FX (-)
(kips)
Tu
MY
(ft-kips)
Mu
MZ
(fr-kips)
Mu
Mx
(ft-kips)
Resultant
Moment
(ft-kips)
Phi
Pn
(kips)
Phi
Vn
(kips)
Phi
Tn
(kips)
Phi
Mn
(kips)
Total
Deflect
(in)
Rotation
(deg)
Ratio
0.00
5.00
10.00
15.00
20.00
25.00
30.00
30.02
35.00
38.69
40.00
45.00
-52.77
-50.95
-49.16
-47.41
-45.70
-44.02
-44.01
-40.80
-38.46
-38.04
-36.44
-34.88
-2.19
-2.19
-2.19
-2.19
-2.19
-2.18
-2.18
-2.15
-2.13
-2.13
-2.11
-2.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-268.37
-257.43
-246.48
-235.52
-224.57
-213.65
-202.76
-202.71
-191.98
-184.11
-181.32
-170.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
268.37
257.43
246.48
235.52
224.57
213.65
202.76
202.71
191.98
184.11
181.32
170.77
8,295.02
8,189.47
8,081.29
7,970.49
7,857.06
7,741.01
7,622.33
7,621.83
7,501.03
7,498.09
7,465.86
7,341.18
2,165.08
2,121.04
2,076.99
2,032.95
1,988.91
1,944.87
1,900.82
1,900.64
1,856.78
1,855.72
1,844.18
1,800.14
14,306
13,730
13,166
12,614
12,073
11,544
11,027
11,025
10,522
10,510
10,380
9,890
12,493.79
12,082.08
11,673.09
11,267.07
10,864.26
10,464.90
10,069.24
10,067.60
9,677.52
9,668.17
9,566.25
9,179.95
0.00
0.00
0.01
0.02
0.04
0.06
0.09
0.09
0.12
0.15
0.16
0.20
0.00
0.00
-0.01
-0.01
-0.02
-0.02
-0.03
-0.03
-0.03
-0.04
-0.04
-0.04
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.02
0.02
0.02
©2007 - 2020 by ATC LLC. All rights reserved.
Page 11 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
Seg
Elev
(ft)
50.00
55.00
60.00
60.97
65.00
68.73
70.00
75.00
80.00
85.00
90.00
92.99
95.00
99.68
100.00
105.00
110.00
115.00
120.00
125.00
126.13
130.00
131.70
134.00
135.00
140.00
145.00
150.00
155.00
159.30
160.00
160.35
164.00
164.84
165.00
169.00
170.00
Pu
FY (-)
(kips)
-33.36
-31.88
-31.59
-29.44
-27.49
-27.17
-25.93
-24.71
-23.54
-22.39
-21.72
-20.94
-19.16
-19.10
-18.23
-17.39
-16.57
-15.78
-15.01
-14.84
-13.79
-13.34
-13.03
-9.68
-9.05
-8.45
-6.11
-5.56
-2.40
-2.32
-2.29
-1.67
-1.21
-1.20
-0.91
-0.19
0.00
Vu
FX (-)
(kips)
-2.07
-2.04
-2.03
-1.98
-1.93
-1.92
-1.89
-1.85
-1.81
-1.76
-1.74
-1.70
-1.62
-1.62
-1.57
-1.52
-1.48
-1.43
-1.37
-1.36
-1.29
-1.25
-1.23
-0.96
-0.91
-0.85
-0.64
-0.59
-0.27
-0.26
-0.26
-0.19
-0.14
-0.14
-0.10
-0.02
-0.02
Tu
MY
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Mu
MZ
(fr-kips)
-160.32
-149.99
-139.80
-137.83
-129.84
-122.64
-120.19
-110.75
-101.50
-92.46
-83.64
-78.45
-75.03
-67.46
-66.95
-59.09
-51.47
-44.09
-36.95
-30.08
-28.54
-23.56
-21.43
-18.61
-17.65
-13.12
-8.84
-5.64
-2.70
-1.54
-1.36
-1.27
-0.58
-0.46
-0.44
-0.02
0.00
©2007 - 2020 by ATC LLC. All rights reserved.
Mu
Mx
(ft-kips)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Resultant
Moment
(ft-kips)
160.32
149.99
139.80
137.83
129.84
122.64
120.19
110.75
101.50
92.46
83.64
78.45
75.03
67.46
66.95
59.09
51.47
44.09
36.95
30.08
28.54
23.56
21.43
18.61
17.65
13.12
8.84
5.64
2.70
1.54
1.36
1.27
0.58
0.46
0.44
0.02
0.00
Phi
Pn
(kips)
7,213.88
7,083.96
6,951.42
6,925.39
6,816.24
5,796.47
5,768.66
5,657.44
5,543.60
5,427.13
5,308.04
5,235.56
5,186.33
3,857.01
3,851.71
3,767.41
3,680.49
3,590.95
3,498.78
3,403.98
3,382.19
3,304.60
2,974.75
2,935.54
2,918.31
2,830.61
2,725.98
2,605.33
2,484.68
2,380.92
2,364.03
2,355.57
2,267.51
1,876.06
1,873.71
1,798.04
1,778.30
Page 12 of 13
Phi
Vn
(kips)
1,756.10
1,712.05
1,668.01
1,659.46
1,623.97
1,430.05
1,420.18
1,381.32
1,342.46
1,303.60
1,264.74
1,241.49
1,225.87
969.12
967.13
936.05
904.96
873.87
842.79
811.70
804.67
780.61
719.74
706.63
700.93
672.43
643.93
615.43
586.93
562.42
558.43
556.43
535.63
444.14
443.39
424.73
420.07
Phi
Tn
(kips)
9,412
8,946
8,492
8,405
8,049
7,074
6,977
6,600
6,234
5,878
5,533
5,332
5,198
4,061
4,045
3,789
3,541
3,302
3,072
2,849
2,800
2,635
2,443
2,355
2,317
2,133
1,956
1,787
1,625
1,492
1,471
1,461
1,353
1,137
1,133
1,040
1,017
Model Id : 5070
Phi
Mn
(kips)
8,798.15
8,421.09
8,049.01
7,977.39
7,682.15
6,526.94
6,450.44
6,151.49
5,856.63
5,566.11
5,280.17
5,111.44
4,999.05
3,681.17
3,668.51
3,471.96
3,278.28
3,087.70
2,900.48
2,716.85
2,675.87
2,535.56
2,297.47
2,225.52
2,194.45
2,041.16
1,881.59
1,717.91
1,561.69
1,433.29
1,412.90
1,402.75
1,299.24
1,091.91
1,088.70
1,000.34
978.39
Total
Deflect
(in)
0.25
0.30
0.36
0.37
0.42
0.47
0.49
0.57
0.65
0.73
0.82
0.88
0.92
1.02
1.02
1.13
1.25
1.37
1.49
1.62
1.65
1.76
1.81
1.87
1.90
2.05
2.19
2.34
2.49
2.63
2.65
2.66
2.77
2.80
2.80
2.92
2.95
Scenario Id: 189274
Rotation
(deg)
-0.05
-0.05
-0.06
-0.06
-0.06
-0.07
-0.07
-0.07
-0.08
-0.08
-0.09
-0.09
-0.10
-0.10
-0.10
-0.11
-0.11
-0.12
-0.12
-0.13
-0.13
-0.13
-0.13
-0.14
-0.14
-0.14
-0.14
-0.14
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
-0.15
1/6/2022 13:26:53
Ratio
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ASSET:
208478, Cheshire
CODE:
ANSI/TIA-222-H
CUSTOMER:
T-MOBILE
ENG NO:
13704270_C3_07
ANALYSIS SUMMARY
Reactions
.
.
Max Usage
.
Load Case
Shear
FX
(kips)
Shear
FZ
(kips)
Axial
FY
(kips)
Moment
MX
(ft-kips)
Moment
MY
(ft-kips)
Moment
MZ
(ft-kips)
Elev
(ft)
Interaction
Ratio
1.2D + 1.0W
0.9D + 1.0W
1.2D + 1.0Di + 1.0Wi
1.2D + 1.0Ev + 1.0Eh
0.9D - 1.0Ev + 1.0Eh
1.0D + 1.0W
40.45
40.43
11.10
2.20
2.19
9.35
0.00
0.00
0.00
0.00
0.00
0.00
76.44
57.32
95.44
76.49
52.77
63.72
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4657.08
4630.59
1240.75
270.21
268.37
1073.38
0.00
0.00
0.00
0.00
0.00
0.00
0.38
0.38
0.11
0.03
0.03
0.09
©2007 - 2020 by ATC LLC. All rights reserved.
Page 13 of 13
Model Id : 5070
Scenario Id: 189274
1/6/2022 13:26:53
208478 - Cheshire, CT (ANSI/TIA-222-H)
1:19 PM 1/6/2022
Base Plate & Anchor Rod Analysis
Pole Dimensions
Number of Sides
Diameter
Thickness
Orientation Offset
Base Reactions
18
73.69
17/32
in
in
°
Moment, Mu
Axial, Pu
Shear, Vu
Neutral Axis
Base Plate
Shape
Diameter, ø
Thickness
Grade
Yield Strength, Fy
Tensile Strength, Fu
Clip
Orientation Offset
Anchor Rod Detail
Clear Distance
Applied Moment, Mu
Bending Stress, φMn
50
65
N/A
ksi
ksi
in
°
d
4 1/8
619.8
3142.8
103.5
243.6
ksi
ksi
in
°
k
k
Stiffeners
Arrangement
Quantity
Height
Width
Effective Width
Thickness
Effective Thickness
Notch
Flat Edge
Grade
Yield Strength, Fy
Tensile Strength, Fu
Horizontal Weld
Horizontal Fillet Size
Bevel Depth
Vertical Weld
Vertical Fillet Size
Weld Strength
Electrode Coefficient
Orientation Offset
Vertical Weld, φRn
Horz. Weld, φRn
Ten. Capacity, φTn
Comp. Capacity, φPn
0.000
#N/A
#N/A
in
in
in
in
in
in
in
ksi
ksi
in
in
Fillet
#N/A
0.0
#N/A
0.0
0.0
Report Capacities
Component
Capacity
Base Plate
20%
Anchor Rods
43%
Dwyidag
-
Result
Pass
Pass
-
Quantity
Bar Size
Diameter, ø
Bracket Type
Circle
Orientation Offset
Applied Force, Pu
Dywidag Bar, φPn
in
in
in
°
k
k
0
83.99
0.0
0.0
η=0.5
in
k
k
Radial 28
2 1/4
in
81.56 in
A615-75
75
100
9.2
k-ft
k
k
°
Dywidag Reinforcement
Round 87.4
in
3
in
A572-50
Original Anchor Rods
Arrangement
Quantity
Diameter, ø
Bolt Circle
Grade
Yield Strength, Fy
Tensile Strength, Fu
Spacing
Orientation Offset
Applied Force, Pu
Anchor Rods, φPn
4,657.1
76.4
40.5
270
in
ksi
°
k
k
k
k
X:\C-E\Cheshire, CT (208478)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2
Additional Anchor Rods
Quantity
Diameter, ø
Bolt Circle
Grade
Yield Strength, Fy
Tensile Strength, Fu
Bypass Base?
Orientation Offset
Applied Force, Pu
Additional Rod, φPn
in
in
#N/A
#N/A
ksi
ksi
°
k
k
0.0
0.0
Additional Anchor Rods
Quantity
Diameter, ø
Bolt Circle
Grade
Yield Strength, Fy
Tensile Strength, Fu
Bypass Base?
Orientation Offset
Applied Force, Pu
Additional Rod, φPn
in
in
#N/A
#N/A
0.0
0.0
ksi
ksi
°
k
k
Individual Capacity Summary
Component
Capacity
Base Plate
20%
Pass
Anchor Rods
43%
Pass
Dwyidag
Bolt Group 1
Bolt Group 2
Stiffener Weld (V)
Stiffener Weld (H)
Stiffener Tension
Stiffener Comp.
-
Checked By: 5/14/2020
Calculations for Monopole Base Plate & Anchor Rod Analysis
Reaction Distribution
Shear
Vu
k
40.5
40.5
0.0
0.0
0.0
0.0
Reaction
Base Forces
Anchor Rod Forces
Additional Bolt (Grp1) Forces
Additional Bolt (Grp2) Forces
Dywidag Forces
Stiffener Forces
Base Plate
Shape
Diameter, D
Thickness, t
Yield Strength, Fy
Tensile Strength, Fu
Base Plate Chord
Detail Type
Detail Factor
Clear Distance
Factor
1.00
1.00
0.00
0.00
0.00
0.00
Geometric Properties
Gross
Section
Area
Pole
Bolt
Bolt1
Bolt2
Dywidag
Stiffener
2
in
121.4809
3.9761
0.0000
0.0000
0.0000
0.0000
Anchor Rods
Round
87.4
3
50
65
46.995
d
0.50
4.125
External Base Plate
40.217
5.840
103.629
619.8
4663.3
0.133
Chord Length AA
Additional AA
Section Modulus, Z
Applied Moment, Mu
Bending Capacity, φMn
Capacity, Mu/φMn
in
in
ksi
ksi
in
-
in3
k-ft
k-ft
OK
38.053
5.840
98.759
445.8
4444.2
0.100
in
in
Bend Line Length
Additional Bend Line
Section Modulus, Z
Applied Moment, Mu
Bending Capacity, φMn
Capacity, Mu/φMn
31.040
0.000
69.839
619.8
3142.8
0.197
in
in
Internal Base Plate
0.000
Arc Length
0.000
Section Modulus, Z
0.000
Moment Arm
0.0
Applied Moment, Mu
0.0
Bending Capacity, φMn
Anchor Rod Quantity, N
Rod Diameter, d
Bolt Circle, BC
Yield Strength, Fy
Tensile Strength, Fu
Applied Axial, Pu
Applied Shear, Vu
Compressive Capacity, φPn
Tensile Capacity, φRnt
Interaction Capacity
in3
k-ft
k-ft
OK
in3
k-ft
k-ft
OK
in
in
in
ksi
ksi
k
k
k
OK
OK
Bolt Quantity, N
Bolt Diameter, d
Bolt Circle, BC
Yield Strength, Fy
Tensile Strength, Fu
Applied Axial, Pu
Applied Shear, Vu
Compressive Capacity, φPn
Compressive Capacity, φPn
Interaction Capacity
0
0
0
0
0
0.0
0.0
0.0
in
in
ksi
ksi
k
k
k
0
0
0
0
0
0.0
0.0
0.0
in
in
ksi
ksi
k
k
k
Additional Bolt Group 2
Bolt Quantity, N
Bolt Diameter, d
Bolt Circle, BC
Yield Strength, Fy
Tensile Strength, Fu
Applied Axial, Pu
Applied Shear, Vu
Compressive Capacity, φPn
Compressive Capacity, φPn
Interaction Capacity
Dywidag Reinforcement
Dywidag Quantity, N
Dywidag Diameter, d
Bolt Circle, BC
Yield Strength, Fy
Tensile Strength, Fu
Applied Axial, Pu
Compressive Capacity, φPn
Capacity, Pu/φPn
2
in
6.7489
3.2477
0.0000
0.0000
0.0000
0.0000
Individual
Inertia
4
in
0.6372
0.8393
0.0000
0.0000
0.0000
0.0000
Threads
per Inch
Moment
of Inertia
#
in
81285.26
71297.05
0.00
0.00
0.00
0.00
4
4.5
0
0
Applied Axial Force, Pu
Applied Horizontal Force, Vu
0.0
0.00
k
k
Vertical Weld
Vert.-to-Stiffener a=ex/l
Spacing Ratio, k
Weld Coefficient, C
Compressive Capacity, φPn
Vert.-to-Plate a=ex/l
Spacing Ratio, k
Weld Coefficient, C
Shear Capacity, φVn
Pu/fPPn + Vu/fVVn
#DIV/0!
#DIV/0!
#DIV/0!
#N/A
#DIV/0!
#DIV/0!
#DIV/0!
#N/A
-
k
k
Horizontal Weld
Horz.-to-Stiffener a=ex/l #DIV/0!
Spacing Ratio, k #DIV/0!
Weld Coefficient, C #DIV/0!
0.000
Effective Fillet
#N/A
Compressive Capacity, φPn
Horz.-to-Pole a=ex/l #DIV/0!
Spacing Ratio, k #DIV/0!
Weld Coefficient, C #DIV/0!
#N/A
Shear Capacity, φVn
Pu/fPPn + Vu/fVVn
in
k
k
Plate Tension
Gross Cross Section
Net Cross Section
Tensile Capacity, φTn
Capacity, Tu/φTn
0.000
0.000
0.0
-
in2
in2
k
#DIV/0!
#DIV/0!
0.00
0.0
0.0
0.0
-
in3
ksi
k
Plate Compression
3
in
in
k-ft
k-ft
Net Area
Base Plate Stiffeners
28
2.25
81.56
75
100
103.5
0.5
243.6
0.425
0.429
Additional Bolt Group 1
in
in
Chord Length AB
Additional AB
Section Modulus, Z
Applied Moment, Mu
Bending Capacity, φMn
Capacity, Mu/φMn
Capacity, Mu/φMn
Moment
Mu
k-ft
4657.1
4657.1
0.0
0.0
0.0
0.0
0
0
83.99
75
100
0.0
0.0
in
in
ksi
ksi
k
k
Radius of Gyration
kl/r
4.71 (E/Fy)
Buckling Stress(Fe)
Crit. Buckling Stress(Fcr)
Compressive Capacity, φPn
Capacity, Pu/φPn
Cheshire, CT
Site Name:
208478
Site Number:
MP
Tower Type:
Design Loads (Factored) - Analysis per TIA-222-H Standards
Monolithic Mat & Pier Foundation Analysis
Foundation Analysis Parameters
Design / Analysis / Mapping:
Compression/Leg:
Uplift/Leg:
Total Shear:
Moment:
Tower + Appurtenance Weight:
Depth to Base of Foundation (l + t - h):
Diameter of Pier (d):
Length of Pier (l):
Height of Pier above Ground (h):
Width of Pad (W):
Length of Pad (L):
Thickness of Pad (t):
Tower Leg Center to Center:
Number of Tower Legs:
Tower Center from Mat Center:
Depth Below Ground Surface to Water Table:
Unit Weight of Concrete:
Unit Weight of Soil Above Water Table:
Unit Weight of Water:
Unit Weight of Soil Below Water Table:
Friction Angle of Uplift:
Coefficient of Shear Friction:
Ultimate Compressive Bearing Pressure:
Ultimate Passive Pressure on Pad Face:
fSoil and Concrete Weight:
fSoil:
Analysis
76.4
0.0
40.5
4,657.1
76.4
6
9
4
0.5
33
33
2.5
0
1
0
11
150
125
62.4
62.6
15
0.5
10,000
0
0.9
0.75
Overturning Moment Usage
Design OTM:
OTM Resistance:
Design OTM / OTM Resistance:
4920.0 k-ft
14644.7 k-ft
34%
Pass
Soil Bearing Pressure Usage
Net Bearing Pressure:
Factored Nominal Bearing Pressure:
Factored Nominal (Net) Bearing Pressure:
Load Direction Controling Design Bearing Pressure:
Sliding Factor of Safety
Ultimate Friction Resistance:
Ultimate Passive Pressure Resistance:
Total Factored Sliding Resistance:
Sliding Design / Sliding Resistance:
1870
7500
25%
k
k
k
k-ft
k
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
pcf
pcf
pcf
pcf
°
psf
psf
-
Foundation Steel Parameters
Shear/Leg (Compression):
27.0
Shear/Leg (Uplift):
22.2
3,000
Concrete Strength (f'c):
Pad Tension Steel Depth:
26.44
Dead Load Factor:
0.9
fShear:
0.75
fFlexure / Tension:
0.9
fCompression:
0.65
b:
0.85
Bottom Pad Rebar Size #:
9
# of Bottom Pad Rebar:
56
Pad Bottom Steel Area:
56.00
Pad Steel Fy:
60,000
Top Pad Rebar Size #:
9
# of Top Pad Rebar:
56
Pad Top Steel Area:
56.00
Pier Rebar Size #:
10
Pier Steel Area (Single Bar):
1.27
# of Pier Rebar:
48
Pier Steel Fy:
60,000
Pier Cage Diameter:
99.5
Rebar Strain Limit:
0.008
Steel Elastic Modulus:
29,000
Tie Rebar Size #:
5
Tie Steel Area (Single Bar):
0.31
Tie Spacing:
6
Tie Steel Fy:
60,000
Clear Cover:
3
k
k
psi
in
2
in
psi
2
in
in2
psi
in
ksi
in2
in
psi
in
Design Guide
Minimum Required Mat Width:
Minimum Required Mat Thickness:
Minimum Required # of Vertical in Pier:
Minimum Required # of Mat Rebar:
Maximum Allowable Tie Spacing:
Minimum Allowable Tie Spacing:
Minimum Pier Edge to Mat Edge:
Minimum Required Mat Length:
Minimum Required Foundation Depth:
ft - OK
ft - NG, Inc
OK
OK
in - OK
in - OK
in - OK
ft - OK
ft - NG, Inc
psf
psf
Pass
Diagonal to Pad Edge
479.4
0.0
359.6
11%
k
k
k
Pass
14.17
2.58
37
21
20
3
31
14.17
7.18
Pad Strength Capacity
Factored One Way Shear (Vu):
One Way Shear Capacity (fVc):
Vu / fVc:
Load Direction Controling Shear Capacity:
Lower Steel Pad Factored Moment (Mu):
Lower Steel Pad Moment Capacity (fMn):
Mu / fMn:
Load Direction Controling Flexural Capacity:
Upper Steel Pad Factored Moment (Mu):
Upper Steel Pad Moment Capacity (fMn):
Mu / fMn:
Lower Pad Flexural Reinforcement Ratio:
Upper Pad Flexural Reinforcement Ratio:
Pad Shrinkage Reinforcement Ratio:
Lower Pad Reinforcement Spacing:
Upper Pad Reinforcement Spacing:
Ultimate Punching Shear Stress, vu:
Nominal Punching Shear Capacity (fcvc):
vu / fcvc:
Pier Moment Pad Flexure Transfer Ratio, γf:
Moment Transfer Effective Flexural Width, Beff:
Moment Transfer Through Pad Flexure:
Moment Transfer Flexural Capacity (fMsc,f):
gfMsc / fMsc,f:
1357.4
6305.9
22%
0.0053
0.0053
0.0107
7.1
7.1
49.45
164.3
30%
0.60
16.50
34695.94
39061.03
0%
Pier Strength Capacity
Factored Moment in Pier (Mu):
Pier Moment Capacity (fMn):
Mu / fMn:
Factored Shear in Pier (Vu):
Pier Shear Capacity (fVn):
Vu / fVc:
Pier Shear Reinforcement Ratio:
Factored Tension in Pier (Tu):
Pier Tension Capacity (fTn):
Tu / fTn:
Factored Compression in Pier (Pu):
Pier Compression Capacity (fPn):
Pu / fPn:
Pier Compression Reinforcement Ratio:
Minimum Depth to Develop Vertical Rebar:
Minimum Hook Development Length:
Minimum Mat Thickness / Edge Distance from Pier:
Minimum Foundation Depth:
Mu/fBMn + Tu/fTTn:
4818.9
13347.0
36%
40.5
1157.5
3%
0.0004
0.0
3291.8
0%
76.4
12106.1
1%
0.007
52
28
31.0
7.18
36%
343.9
860.1
40%
k
k
ACI 318-14 25.5.5.1
Pass
Parallel to Pad Edge
2666.6
6305.9
42%
k-ft
k-ft
Pass
ACI 318-14 22.3.1.1
Parallel to Pad Edge
k-ft
k-ft
Pass
OK - ACI 318-14 7.6.1.1 & 8.6.1.1
OK - ACI 318-14 7.6.1.1 & 8.6.1.1
OK - ACI 318-14 24.4.3.2
in
in
psi
psi
Pass
OK - ACI 318-14 7.7.2.3, 8.7.2.2, & 24.4.3.3
OK - ACI 318-14 7.7.2.3, 8.7.2.2, & 24.4.3.3
ACI 318-14 R8.4.4.2.3
ACI 318-14 22.6.5.2
TIA-222-H 9.4.2
ft
k-in
k-in
Pass
k-ft
k-ft
Pass
k
k
Pass
TIA-222-H 9.4.2
TIA-222-H 9.4.2
ACI 318-14 22.5.1.1
OK - No Ties Necessary for Shear - ACI11.5.6.1
k
k
Pass
k
k
ACI 318-14 22.4.2.1
Pass
OK - TIA-222-H 9.4.1
in
in
in
ft
ACI 318-14 25.4.2.3
ACI 318-14 25.4.3.1
Pass
S t r u c t u r a l
A n a l y s i s
A n t e nn a
M o u n t
A n a l y s is
P r o p os e d
T - M o b il e
U p g r a d e
T - M o b i l e
S i t e
1 3 2 5
C e n t e k
# :
D a t e :
M a x
1 :
C T N H 5 6 8 A
C h e s h i r e S t r e e t
C h e s h i r e , C T
P r o j e c t
R e v
R e p o r t
N o .
2 1 0 8 5 . 0 3
J u l y
J a n u a r y
S t r e s s
2 1 ,
2 0 2 1
3 ,
2 0 2 2
R a t i o
=
6 7 %
Prep ared for:
T-Mobile USA
35 Griffin Road
Bloomf ield, CT 06002
CENTEK Engineering, Inc.
Structural Analysis – Mount Analysis
T-Mobile Antenna Upgrade – CTNH568A
Cheshire, CT
Rev 1 ~ January 3, 2022
Table of Contents
SECTION 1 –
REPORT
§
ANTE NNA AND AP PURTE NANCE SUMM ARY
§
STRUCTURE LO ADI NG
§
CONCL USION
SECTION 2 – CALCULATIONS
§
W IND LO AD ON APPURTENA NCES
§
RISA3 D OUTP UT REP ORT
SECTION 3 – REFERENCE MATERIALS (NOT INCLUDED WITHIN REPORT)
§
RF DATA SHEET, DATED 07/08/2021
TABLE OF CONTENTS
TOC-1
January 3, 2022
Mr. Dan Reid
Transcend Wireless
10 Industrial Ave
Mahwah, NJ 07430
Re:
Structural Letter ~ Antenna Mount
T-Mobile – Site Ref: CTNH568A
1325 Cheshire Street
Cheshire, CT 06410
Centek Project No. 21085.03
Dear Mr. Reid,
Centek Engineering, Inc. has reviewed the T-Mobile antenna installation at the above-referenced site. The
purpose of the review is to determine the structural adequacy of the proposed 12’-6” low profile platform
with handrail (SitePro P/N: RMQP-496-HK). The review considered the effects of wind load, dead load, and ice
load in accordance with the 2015 International Building Code as modified by the 2018 Connecticut State
Building Code (CTBC), including ASCE 7-10 and ANSI/TIA-222-G Structural Standards for Steel Antenna Towers
and Supporting Structures.
The loads considered in this analysis consist of the following:
§
T-Mobile:
Low Profile Platform:Three (3) RFS APXVAALL24_43-U-NA20 panel antennas, three (3) Ericsson
AIR6449 b41 panel antennas, three (3) Ericsson 4480 B71+B85 remote radio heads and three (3)
Ericsson 4460 B25+B66 remote radio heads on the proposed mount with a RAD center elevation of
134-ft +/- AGL.
The antenna mount was analyzed per the requirements of the 2015 International Building Code as
modified by the 2018 Connecticut State Building Code considering a nominal design wind speed of 97
mph for Cheshire as required in Appendix N of the 2018 Connecticut State Building Code.
Based on our review of the installation, it is our opinion that the subject antenna mount has sufficient
capacity to support the aforementioned antenna configuration.
If there are any questions regarding this matter, please feel free to call.
Respectfully Submitted by:
Prepared by:
Timothy J. Lynn, PE
Structural Engineer
Fernando J. Palacios
Engineer
CENTEK Engineering, Inc.
Structural Analysis – Mount Analysis
T-Mobile Antenna Upgrade – CTNH568A
Cheshire, CT
Rev 1 ~ January 3, 2022
Section 2 - Calculations
Subject:
Loads on Equipment
Location:
Cheshire,CT
Rev. 1: 01/03/2022
Prepared by: F.J.P.. Checked by: T.J.L.
Job No. 21085.03
Development of Design Heights, Exposure Coefficients,
and Velocity Pressures Per TIA-222-G
Wind Speeds
Basic Wind Speed
V ≔ 97
mph
(User Input - 2018 CSBC Appendix N)
Basic Wind Speed with Ice
Vi ≔ 50
mph
(User Input per Annex B of TIA-222-G)
Input
Structure_Type ≔ Pole
(User Input)
Structure Category =
SC ≔ II
(User Input)
Exposure Category =
Exp ≔ C
Structure Type =
Structure Height =
Height to Center of Antennas =
Radial Ice Thickness =
Radial Ice Density =
Topographic Factor =
Gust Response Factor =
(User Input)
h ≔ 170.0
ft
(User Input)
z ≔ 134
ft
(User Input)
ti ≔ .75
in
(User Input per Annex B of TIA-222-G)
Id ≔ 56.00
pcf
(User Input)
Kzt ≔ 1.0
(User Input)
Ka ≔ 1.0
(User Input)
GH = 1.1
(User Input)
Output
Wind Direction Probability Factor =
Importance Factors =
⎛ z ⎞ 0.1
Kiz ≔ ⎜――
⎟ = 1.15
⎝ 33 ⎠
Velocity Pressure Coefficient Antennas =
‖
Kd ≔ ‖ if Structure_Type ＝ Pole
‖ ‖ 0.95
‖ ‖
‖ if Structure_Type ＝ Lattice
‖ ‖
‖ ‖ 0.85
‖
= 0.95
(Per Table 2-3 of
TIA-222-G)
‖
IWind ≔ ‖ if SC ＝ 1 = 1
‖ ‖ 0.87
‖ ‖
‖ if SC ＝ 2
‖ ‖
‖ ‖ 1.00
‖ if SC ＝ 3
‖ ‖
‖ ‖ 1.15
‖
‖
IWind_w_Ice ≔ ‖ if SC ＝ 1 = 1
‖ ‖0
‖ ‖
‖ if SC ＝ 2
‖ ‖
‖ ‖ 1.00
‖ if SC ＝ 3
‖ ‖
‖ ‖ 1.00
‖
‖
Iice ≔ ‖ if SC ＝ 1
‖ ‖0
‖ ‖
‖ if SC ＝ 2
‖ ‖
‖ ‖ 1.00
‖ if SC ＝ 3
‖ ‖
‖ ‖ 1.25
‖
=1
tiz ≔ 2.0 ⋅ ti ⋅ Iice ⋅ Kiz2 ⋅ Kzt 0.35 = 1.726
⎛ ⎛ z ⎞⎞
Kz ≔ 2.01 ⋅ ⎜⎜―⎟⎟
⎝⎝ zg ⎠⎠
―
α
= 1.346
Velocity Pressure w/o Ice Antennas =
qz ≔ 0.00256 ⋅ Kd ⋅ Kz ⋅ V 2 ⋅ IWind = 31
Velocity Pressure with Ice Antennas =
qzice ≔ 0.00256 ⋅ Kd ⋅ Kz ⋅ Vi 2 ⋅ IWind = 8
CTNH568A_TIA RevG Load Calculations Rev.1.mcdx
(Per Table 2-2 of
TIA-222-G)
Page 1
psf
psf
Subject:
Loads on Equipment
Location:
Cheshire,CT
Rev. 1: 01/03/2022
Prepared by: F.J.P.. Checked by: T.J.L.
Job No. 21085.03
Development of Wind & Ice Load on Antennas
Antenna Data:
Antenna Model =
RFS APXVAALL24_43-U-NA20
Antenna Shape =
Flat
Antenna Height =
Lant ≔ 95.9
in
(User Input)
Antenna Width =
Want ≔ 24.0
in
(User Input)
Tant ≔ 8.5
in
(User Input)
WTant ≔ 150
lbs
(User Input)
Antenna Thickness =
Antenna Weight =
Number of Antennas =
Antenna Aspect Ratio =
Antenna Force Coefficient =
(User Input)
Nant ≔ 1
(User Input)
L ant
Arant ≔ ――= 4.0
Want
Caant = 1.27
Wind Load (without ice)
Surface Area for One Antenna =
Total Antenna Wind Force Front =
Surface Area for One Antenna =
Total Antenna Wind Force Side =
Lant ⋅ Want
SAantF ≔ ――――
= 16
144
sf
Fant ≔ qz ⋅ GH ⋅ Caant ⋅ Ka ⋅ SAantF = 686
lbs
Lant ⋅ Tant
SAantS ≔ ――――
= 5.7
144
sf
Fant ≔ qz ⋅ GH ⋅ Caant ⋅ Ka ⋅ SAantS = 243
lbs
⎛⎝Lant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Want + 2 ⋅ tiz⎞⎠
SAICEantF ≔ ――――――――――
= 18.9
144
sf
Fiant ≔ qzice ⋅ GH ⋅ Caant ⋅ K a ⋅ SAICEantF = 216
lbs
⎛⎝Lant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Tant + 2 ⋅ tiz⎞⎠
SAICEantS ≔ ――――――――― = 8.2
144
sf
Fiant ≔ qzice ⋅ GH ⋅ Caant ⋅ K a ⋅ SAICEantS = 94
lbs
Wind Load (with ice)
Surface Area for One Antenna w/ Ice =
Total Antenna Wind Force w/ Ice Front =
Surface Area for One Antenna w/ Ice =
Total Antenna Wind Force w/ Ice Side =
Gravity Load (without ice)
Weight of All Antennas =
WTant ⋅ Nant = 150
lbs
Gravity Loads (ice only)
Volume of Each Antenna =
Vant ≔ Lant ⋅ Want ⋅ Tant = 2 ⋅ 10 4
cu in
Volume of Ice on Each Antenna =
Vice ≔ ⎛⎝L ant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Want + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Tant + 2 ⋅ tiz⎞⎠ - Vant = 1 ⋅ 10 4
Weight of Ice on Each Antenna =
Vice
WICEant ≔ ――⋅ Id = 422
1728
lbs
WICEant ⋅ Nant = 422
lbs
cu in
Weight of Ice on All Antennas =
CTNH568A_TIA RevG Load Calculations Rev.1.mcdx
Page 2
Subject:
Loads on Equipment
Location:
Cheshire,CT
Rev. 1: 01/03/2022
Prepared by: F.J.P.. Checked by: T.J.L.
Job No. 21085.03
Development of Wind & Ice Load on Antennas
Antenna Data:
Antenna Model =
Ericsson - AIR6449 B41
Antenna Shape =
Flat
Antenna Height =
Lant ≔ 33.1
in
(User Input)
Antenna Width =
Want ≔ 20.5
in
(User Input)
Tant ≔ 8.3
in
(User Input)
WTant ≔ 103
lbs
(User Input)
Antenna Thickness =
Antenna Weight =
Number of Antennas =
Antenna Aspect Ratio =
Antenna Force Coefficient =
(User Input)
Nant ≔ 1
(User Input)
L ant
Arant ≔ ――= 1.6
Want
Caant = 1.2
Wind Load (without ice)
Surface Area for One Antenna =
Total Antenna Wind Force Front =
Surface Area for One Antenna =
Total Antenna Wind Force Side =
Lant ⋅ Want
SAantF ≔ ――――
= 4.7
144
sf
Fant ≔ qz ⋅ GH ⋅ Caant ⋅ Ka ⋅ SAantF = 192
lbs
Lant ⋅ Tant
SAantS ≔ ――――
= 1.9
144
sf
Fant ≔ qz ⋅ GH ⋅ Caant ⋅ Ka ⋅ SAantS = 78
lbs
⎛⎝Lant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Want + 2 ⋅ tiz⎞⎠
SAICEantF ≔ ――――――――――
= 6.1
144
sf
Fiant ≔ qzice ⋅ GH ⋅ Caant ⋅ K a ⋅ SAICEantF = 66
lbs
⎛⎝Lant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Tant + 2 ⋅ tiz⎞⎠
SAICEantS ≔ ――――――――― = 3
144
sf
Fiant ≔ qzice ⋅ GH ⋅ Caant ⋅ K a ⋅ SAICEantS = 32
lbs
Wind Load (with ice)
Surface Area for One Antenna w/ Ice =
Total Antenna Wind Force w/ Ice Front =
Surface Area for One Antenna w/ Ice =
Total Antenna Wind Force w/ Ice Side =
Gravity Load (without ice)
Weight of All Antennas =
WTant ⋅ Nant = 103
lbs
Gravity Loads (ice only)
Volume of Each Antenna =
Vant ≔ Lant ⋅ Want ⋅ Tant = 5632
cu in
Volume of Ice on Each Antenna =
Vice ≔ ⎛⎝L ant + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Want + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝Tant + 2 ⋅ tiz⎞⎠ - Vant = 4656
Weight of Ice on Each Antenna =
Vice
WICEant ≔ ――⋅ Id = 151
1728
lbs
WICEant ⋅ Nant = 151
lbs
cu in
Weight of Ice on All Antennas =
CTNH568A_TIA RevG Load Calculations Rev.1.mcdx
Page 3
Subject:
Loads on Equipment
Location:
Cheshire,CT
Rev. 1: 01/03/2022
Prepared by: F.J.P.. Checked by: T.J.L.
Job No. 21085.03
Development of Wind & Ice Load on RRUS's
RRUS Data:
RRUS Model =
Ericsson 4480 B71+B85
RRUS Shape =
Flat
RRUS Height =
LRRUS ≔ 21.8
in
(User Input)
RRUS Width =
WRRUS ≔ 15.7
in
(User Input)
TRRUS ≔ 7.5
in
(User Input)
WTRRUS ≔ 84
lbs
(User Input)
RRUS Thickness =
RRUS Weight =
(User Input)
Number of RRUS's =
NRRUS ≔ 1
RRUS Aspect Ratio =
LRRUS
ArRRUS ≔ ―――
= 1.4
WRRUS
RRUS Force Coefficient =
CaRRUS = 1.2
Wind Load (without ice)
Surface Area for One RRUS =
Total RRUS Wind Force =
Surface Area for One RRUS =
Total RRUS Wind Force =
LRRUS ⋅ WRRUS
SARRUSF ≔ ―――――= 2.4
144
sf
FRRUS ≔ qz ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SARRUSF = 97
lbs
LRRUS ⋅ TRRUS
SARRUSS ≔ ―――――
= 1.1
144
sf
FRRUS ≔ qz ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SARRUSS = 46
lbs
⎛⎝LRRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝WRRUS + 2 ⋅ tiz⎞⎠
SAICERRUSF ≔ ―――――――――――
= 3.4
144
sf
FiRRUS ≔ qzice ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SAICERRUSF = 36
lbs
⎛⎝L RRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝TRRUS + 2 ⋅ tiz⎞⎠
SAICERRUSS ≔ ―――――――――――
= 1.9
144
sf
FiRRUS ≔ qzice ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SAICERRUSS = 21
lbs
WTRRUS ⋅ NRRUS = 84
lbs
VRRUS ≔ LRRUS ⋅ WRRUS ⋅ TRRUS = 2567
cu in
Wind Load (with ice)
Surface Area for One RRUS w/ Ice =
Total RRUS Wind Force w/ Ice =
Surface Area for One RRUS w/ Ice =
Total RRUS Wind Force w/ Ice =
Gravity Load (without ice)
Weight of All RRUSs =
Gravity Loads (ice only)
Volume of Each RRUS =
Volume of Ice on Each RRUS =
Vice ≔ ⎛⎝L RRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝WRRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝TRRUS + 2 ⋅ tiz⎞⎠ - VRRUS = 2729
Weight of Ice on Each RRUS =
Vice
WICERRUS ≔ ――⋅ Id = 88
1728
lbs
WICERRUS ⋅ NRRUS = 88
lbs
cu in
Weight of Ice on All RRUSs =
CTNH568A_TIA RevG Load Calculations Rev.1.mcdx
Page 4
Subject:
Loads on Equipment
Location:
Cheshire,CT
Rev. 1: 01/03/2022
Prepared by: F.J.P.. Checked by: T.J.L.
Job No. 21085.03
Development of Wind & Ice Load on RRUS's
RRUS Data:
RRUS Model =
Ericsson 4460 B25+B66
RRUS Shape =
Flat
RRUS Height =
LRRUS ≔ 19.6
in
(User Input)
RRUS Width =
WRRUS ≔ 15.7
in
(User Input)
TRRUS ≔ 12.1
in
(User Input)
WTRRUS ≔ 109
lbs
(User Input)
RRUS Thickness =
RRUS Weight =
(User Input)
Number of RRUS's =
NRRUS ≔ 1
RRUS Aspect Ratio =
LRRUS
ArRRUS ≔ ―――
= 1.2
WRRUS
RRUS Force Coefficient =
CaRRUS = 1.2
Wind Load (without ice)
Surface Area for One RRUS =
Total RRUS Wind Force =
Surface Area for One RRUS =
Total RRUS Wind Force =
LRRUS ⋅ WRRUS
SARRUSF ≔ ―――――= 2.1
144
sf
FRRUS ≔ qz ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SARRUSF = 87
lbs
LRRUS ⋅ TRRUS
SARRUSS ≔ ―――――
= 1.6
144
sf
FRRUS ≔ qz ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SARRUSS = 67
lbs
⎛⎝LRRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝WRRUS + 2 ⋅ tiz⎞⎠
SAICERRUSF ≔ ―――――――――――
= 3.1
144
sf
FiRRUS ≔ qzice ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SAICERRUSF = 33
lbs
⎛⎝L RRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝TRRUS + 2 ⋅ tiz⎞⎠
SAICERRUSS ≔ ―――――――――――
= 2.5
144
sf
FiRRUS ≔ qzice ⋅ GH ⋅ CaRRUS ⋅ Ka ⋅ SAICERRUSS = 27
lbs
WTRRUS ⋅ NRRUS = 109
lbs
VRRUS ≔ LRRUS ⋅ WRRUS ⋅ TRRUS = 3723
cu in
Wind Load (with ice)
Surface Area for One RRUS w/ Ice =
Total RRUS Wind Force w/ Ice =
Surface Area for One RRUS w/ Ice =
Total RRUS Wind Force w/ Ice =
Gravity Load (without ice)
Weight of All RRUSs =
Gravity Loads (ice only)
Volume of Each RRUS =
Volume of Ice on Each RRUS =
Vice ≔ ⎛⎝L RRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝WRRUS + 2 ⋅ tiz⎞⎠ ⋅ ⎛⎝TRRUS + 2 ⋅ tiz⎞⎠ - VRRUS = 3142
Weight of Ice on Each RRUS =
Vice
WICERRUS ≔ ――⋅ Id = 102
1728
lbs
WICERRUS ⋅ NRRUS = 102
lbs
cu in
Weight of Ice on All RRUSs =
CTNH568A_TIA RevG Load Calculations Rev.1.mcdx
Page 5
Y
Z
X
N49
N51
N34
N47
N31
L2.5x2.
5x 5
N89
N36
N92
N79
N53
PIPE_2.0
PIPE_2.0
N45
N43
N24
N83
N35
N86
N71
PIPE_2.0
N65
N95
N77
.0
N48
5x5
HS
HS
S4
X4
X4
HSS4X4
X4
N41
N84
"
4X PIPE_2.0
4
N9
N97
S4
X
N46
HS
N3
PIPE_2.0
N7
N1
PIPE_2.0
PIPE_2
N10
N39
4X
4
PIP
N12
N6
N5 N94 N75
HSN54
N73
S4
X4
X4
X4
X4
S4
HS
N32
N29
N78 N93
N76
PIPE_2.0
PIPE_2.0
PIP
E_
3.0
N14N50
x3x 0
N74
N85
6"x
N26
3/8
"
N2
N21
N18
N42
N90
N52
E_
3.0
PIPE_2.0
N72
N15
4X4
LL2x2
N30
HSS4X
4X4
L2.5
x2.
X4
N59
HSS4X
N37
N16
PIPE_2.0
4
4X
N61
PIPE_2.0
N63
S
HS
N81
N33
N40
S4
X
PIP
E_
2.0
N22 /8"N19
6"x3
N13
N25
PIPE_2.0
N80
N57
N82
N91L2.5
x2
.5x
5
PIP
E_
2.0
6 "x
3/8
N55
N38
N100
L
PIPE_3
x0
2x3
L2x
N70 N87
N23
N8
N28
N20
N17
N11 N69
.0
N44
N56 N96
LL2 x
2x3x
0
N68 N4
N99
N27
N88 N67
N98
N66
N64
N58
N62
N60
Envelope Only Solution
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Member Framing
Jan 3, 2022 at 9:51 AM
CTNH568A_AMA Rev1.R3D
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
(Global) Model Settings
Display Sections for Member Calcs
Max Internal Sections for Member Calcs
Include Shear Deformation?
Increase Nailing Capacity for Wind?
Include Warping?
Trans Load Btwn Intersecting Wood Wall?
Area Load Mesh (in^2)
Merge Tolerance (in)
P-Delta Analysis Tolerance
Include P-Delta for Walls?
Automatically Iterate Stiffness for Walls?
Max Iterations for Wall Stiffness
Gravity Acceleration (ft/sec^2)
Wall Mesh Size (in)
Eigensolution Convergence Tol. (1.E-)
Vertical Axis
Global Member Orientation Plane
Static Solver
Dynamic Solver
5
97
Yes
Yes
Yes
Yes
144
.12
0.50%
Yes
Yes
3
32.2
12
4
Y
XZ
Sparse Accelerated
Accelerated Solver
Hot Rolled Steel Code
Adjust Stiffness?
RISAConnection Code
Cold Formed Steel Code
Wood Code
Wood Temperature
Concrete Code
Masonry Code
Aluminum Code
Stainless Steel Code
Adjust Stiffness?
AISC 15th(360-16): LRFD
Yes(Iterative)
AISC 14th(360-10): ASD
AISI S100-10: ASD
AWC NDS-12: ASD
< 100F
ACI 318-11
ACI 530-11: ASD
AA ADM1-10: ASD - Building
AISC 14th(360-10): ASD
Yes(Iterative)
Number of Shear Regions
Region Spacing Increment (in)
Biaxial Column Method
Parme Beta Factor (PCA)
Concrete Stress Block
Use Cracked Sections?
Use Cracked Sections Slab?
Bad Framing Warnings?
Unused Force Warnings?
Min 1 Bar Diam. Spacing?
Concrete Rebar Set
Min % Steel for Column
Max % Steel for Column
4
4
Exact Integration
.65
Rectangular
Yes
Yes
No
Yes
No
REBAR_SET_ASTMA615
1
8
RISA-3D Version 17.0.0
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Page 1
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
(Global) Model Settings, Continued
Seismic Code
Seismic Base Elevation (ft)
Add Base Weight?
Ct X
Ct Z
T X (sec)
T Z (sec)
RX
RZ
Ct Exp. X
Ct Exp. Z
SD1
SDS
S1
TL (sec)
Risk Cat
Drift Cat
Om Z
Om X
Cd Z
Cd X
Rho Z
Rho X
ASCE 7-10
Not Entered
Yes
.02
.02
Not Entered
Not Entered
3
3
.75
.75
1
1
1
5
I or II
Other
1
1
1
1
1
1
Footing Overturning Safety Factor
Optimize for OTM/Sliding
Check Concrete Bearing
Footing Concrete Weight (k/ft^3)
Footing Concrete f'c (ksi)
Footing Concrete Ec (ksi)
Lambda
Footing Steel fy (ksi)
Minimum Steel
Maximum Steel
Footing Top Bar
Footing Top Bar Cover (in)
Footing Bottom Bar
Footing Bottom Bar Cover (in)
Pedestal Bar
Pedestal Bar Cover (in)
Pedestal Ties
1
No
No
150.001
4
3644
1
60
0.0018
0.0075
#3
2
#3
3.5
#3
1.5
#3
Hot Rolled Steel Properties
1
2
3
4
5
6
Label
E [ksi]
G [ksi]
Nu
A36 Gr.36
A572 Gr.50
A992
A500 Gr.42
A500 Gr.46
A53 Grade B
29000
29000
29000
29000
29000
29000
11154
11154
11154
11154
11154
11154
.3
.3
.3
.3
.3
.3
RISA-3D Version 17.0.0
Therm (\... Density[k/ft^3]
.65
.65
.65
.65
.65
.65
.49
.49
.49
.49
.49
.49
Yield[ksi]
Ry
Fu[ksi]
Rt
36
50
50
42
46
35
1.5
1.1
1.1
1.3
1.2
1.5
58
58
58
58
58
58
1.2
1.2
1.2
1.1
1.1
1.2
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Page 2
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Hot Rolled Steel Section Sets
1
2
3
4
5
6
7
8
Label
Shape
Type
Design List
Outrigger_HSS4X4
HSS4X4X4
PIPE_3.0
PIPE_2.0
PIPE_2.0
HSS4X4X4
6"x3/8"
L2.5x2.5x5
LL2x2x3x0
Beam
Beam
Beam
HSS Pipe
Pipe
Pipe
Pipe
HSS Pipe
RECT
RECT
RECT
Face Tube_Pipe 3.0 S...
Handrails _Pipe 2.0 STD
Antenna Mast_Pipe 2.0...
Plat. Horz_HSS4X4
PL 3/8"x6 "
Side railings
Mount Reinforcement
Column
Beam
Beam
Beam
Beam
Material Design Ru... A [in2] Iyy [in4]Izz [in4] J [in4]
A500 Gr.46 Typical 3.37 7.8
7.8 12.8
A53 Grade B Typical 2.07 2.85 2.85 5.69
A53 Grade B Typical 1.02 .627 .627 1.25
A53 Grade B Typical 1.02 .627 .627 1.25
A500 Gr.46 Typical 3.37 7.8
7.8 12.8
A36 Gr.36 Typical
A36 Gr.36 Typical
A36 Gr.36 Typical
2.25 .026 6.75 .101
1.46 .837 .837 .05
1.44 .994 .542 .018
Hot Rolled Steel Design Parameters
Label
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
Shape
Length[ft]
Outrigger_HSS4X4 5.248
M1
Plat. Horz_HSS4X4 2.75
M2
Plat. Horz_HSS4X4 2.75
M3
Outrigger_HSS4X4 5.248
M4
Plat. Horz_HSS4X4 2.75
M5
Plat. Horz_HSS4X4 2.75
M6
Outrigger_HSS4X4 5.248
M7
Plat. Horz_HSS4X4 2.75
M8
Plat. Horz_HSS4X4 2.75
M9
Face
Tube_Pipe 3.0... 12.5
M10
Face
Tube_Pipe 3.0... 12.5
M13
M14 Face Tube_Pipe 3.0... 12.5
M13A
PL 3/8"x6 "
1.212
M14A
PL 3/8"x6 "
1.212
M15
PL 3/8"x6 "
1.212
M16 Handrails _Pipe 2.0... 12.5
M17 Handrails _Pipe 2.0... 12.5
M18 Handrails _Pipe 2.0... 12.5
PSA.1 Antenna Mast_Pipe... 8
PSA.2 Antenna Mast_Pipe... 8
PSA.3 Antenna Mast_Pipe... 8
PSA.4 Antenna Mast_Pipe... 8
PSB.1 Antenna Mast_Pipe... 8
PSB.2 Antenna Mast_Pipe... 8
PSB.3 Antenna Mast_Pipe... 8
PSB.4 Antenna Mast_Pipe... 8
PSC.1 Antenna Mast_Pipe... 8
PSC.2 Antenna Mast_Pipe... 8
PSC.3 Antenna Mast_Pipe... 8
PSC.4 Antenna Mast_Pipe... 8
M31
Side railings
1.712
M32
Side railings
1.712
M33
Side railings
1.712
M34 Mount Reinforcement 4.991
M35 Mount Reinforcement 4.991
M36 Mount Reinforcement 4.991
RISA-3D Version 17.0.0
Lbyy[ft]
Lbzz[ft]
Lcomp top[...Lcomp bot[...L-torq...
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
Lbyy
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Kyy
Kzz
Cb
Functi...
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
Page 3
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Primary Data
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
Label
I Joint
J Joint
M1
M2
M3
M4
M5
M6
M7
M8
M9
M10
M13
M14
M13A
M14A
M15
M16
M17
M18
PSA.1
PSA.2
PSA.3
PSA.4
PSB.1
PSB.2
PSB.3
PSB.4
PSC.1
PSC.2
PSC.3
PSC.4
M31
M32
M33
M34
M35
M36
N1
N4
N5
N7
N10
N11
N12
N15
N16
N17
N19
N21
N28
N24
N27
N29
N31
N33
N43
N45
N47
N49
N51
N53
N55
N57
N59
N61
N63
N65
N91
N93
N89
N97
N95
N96
N2
N3
N3
N8
N9
N9
N13
N14
N14
N18
N20
N22
N23
N25
N26
N30
N32
N34
N44
N46
N48
N50
N52
N54
N56
N58
N60
N62
N64
N66
N94
N90
N92
N99
N100
N98
K Joint Rotate(...
180
180
180
Section/Shape
Type
Outrigger_HSS4X4
Plat. Horz_HSS4X4
Plat. Horz_HSS4X4
Outrigger_HSS4X4
Plat. Horz_HSS4X4
Plat. Horz_HSS4X4
Outrigger_HSS4X4
Plat. Horz_HSS4X4
Plat. Horz_HSS4X4
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Column
Column
Column
Column
Column
Column
Column
Column
Column
Column
Column
Column
Beam
Beam
Beam
Beam
Beam
Beam
Face Tube_Pipe 3.0 STD
Face Tube_Pipe 3.0 STD
Face Tube_Pipe 3.0 STD
PL 3/8"x6 "
PL 3/8"x6 "
PL 3/8"x6 "
Handrails _Pipe 2.0 STD
Handrails _Pipe 2.0 STD
Handrails _Pipe 2.0 STD
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
Antenna Mast_Pipe 2.0 S...
180
180
180
Side railings
Side railings
Side railings
Mount Reinforcement
Mount Reinforcement
Mount Reinforcement
Design List
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
HSS Pipe
Pipe
Pipe
Pipe
RECT
RECT
RECT
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
RECT
RECT
RECT
RECT
RECT
RECT
Material
Design ...
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A500 Gr.46
A53 Grade B
A53 Grade B
A53 Grade B
A36 Gr.36
A36 Gr.36
A36 Gr.36
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A53 Grade B
A36 Gr.36
A36 Gr.36
A36 Gr.36
A36 Gr.36
A36 Gr.36
A36 Gr.36
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Typical
Joint Coordinates and Temperatures
1
2
3
4
5
6
7
8
9
10
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
-0.
-0.
-0.
2.75
-2.75
-0.
1.341329
5.886307
2.670245
1.295245
0
0
0
0
0
0
0
0
0
0
1.548833
6.796922
3.083333
3.083333
3.083333
0.
-0.774417
-3.398461
-1.541667
-3.923237
0
0
0
0
0
0
0
0
0
0
RISA-3D Version 17.0.0
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Detach From Diap...
Page 4
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Joint Coordinates and Temperatures (Continued)
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
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
4.045245
-1.341329
-5.886307
-2.670245
-4.045245
-1.295245
6.52262
0.272625
-6.249995
6.249995
-0.272625
-6.52262
5.583328
-5.583328
-6.189287
-0.605958
0.605958
6.189287
6.52262
0.272625
-6.249995
6.249995
-0.272625
-6.52262
-4.666662
-4.666662
-1.687495
-1.687495
1.645838
1.645838
4.770838
4.770838
4.770838
4.770838
1.645838
1.645838
-1.687495
-1.687495
-4.666662
-4.666662
-5.783042
-5.783042
-4.220542
-4.220542
-2.553875
-2.553875
-1.064292
-1.064292
1.012203
1.012203
2.574703
2.574703
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3.45
3.45
3.45
3.45
3.45
3.45
0
3.45
0
3.45
0
3.45
0
3.45
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
5.75
-2.25
0.839903
-0.774417
-3.398461
-1.541667
0.839903
-3.923237
-3.451036
7.374273
-3.923237
-3.923237
7.374273
-3.451036
-3.923237
-3.923237
-2.873686
6.796922
6.796922
-2.873686
-3.451036
7.374273
-3.923237
-3.923237
7.374273
-3.451036
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-3.923237
-2.170049
-2.170049
0.53628
0.53628
3.423032
3.423032
6.003066
6.003066
6.093285
6.093285
3.386956
3.386956
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
RISA-3D Version 17.0.0
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Detach From Diap...
Page 5
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Joint Coordinates and Temperatures (Continued)
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
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
4.24137
4.24137
5.730953
5.730953
1.012203
2.574703
4.24137
5.730953
-5.783042
-4.220542
-2.553875
-1.064292
1.012203
2.574703
4.24137
5.730953
-5.783042
-4.220542
-2.553875
-1.064292
-5.083328
5.083328
-0.855958
-5.939287
5.939287
0.855958
-5.083328
5.083328
-0.855958
-5.939287
5.939287
0.855958
-4.763371
-0.
4.763371
-0.
1.341329
-1.341329
5.75
-2.25
5.75
-2.25
0
0
0
0
0
0
0
0
3.45
3.45
3.45
3.45
3.45
3.45
3.45
3.45
0
0
0
0
0
0
3.45
3.45
3.45
3.45
3.45
3.45
0
0
0
-3.049275
-3.049275
-3.049275
0.500205
0.500205
-2.079829
-2.079829
6.093285
3.386956
0.500205
-2.079829
-2.170049
0.53628
3.423032
6.003066
6.093285
3.386956
0.500205
-2.079829
-2.170049
0.53628
3.423032
6.003066
-3.923237
-3.923237
6.36391
-2.440673
-2.440673
6.36391
-3.923237
-3.923237
6.36391
-2.440673
-2.440673
6.36391
-2.750133
5.500267
-2.750133
1.548833
-0.774417
-0.774417
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Detach From Diap...
Joint Boundary Conditions
1
2
3
4
5
6
7
8
9
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
N1
N7
N12
N95
N96
N97
N98
N99
N100
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
RISA-3D Version 17.0.0
X Rot.[k-ft/rad]
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Y Rot.[k-ft/rad]
Z Rot.[k-ft/rad]
Page 6
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Point Loads (BLC 2 : Equipment Weight)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
PSB.1
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
-.075
-.075
-.052
-.052
-.084
-.109
-.075
-.075
-.052
-.052
-.084
-.109
-.075
-.075
-.052
-.052
-.084
-.109
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
Member Point Loads (BLC 3 : Ice Weight)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
PSB.1
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
-.211
-.211
-.076
-.076
-.088
-.102
-.211
-.211
-.076
-.076
-.088
-.102
-.211
-.211
-.076
-.076
-.088
-.102
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
Member Point Loads (BLC 4 : Wind w/ Ice X (8 psf))
1
2
3
4
5
6
7
8
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
X
X
X
X
X
X
X
X
.047
.047
.016
.016
.021
.027
.108
.108
1.083
5.917
1.667
4.417
1
7
1.083
5.917
RISA-3D Version 17.0.0
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Page 7
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Point Loads (BLC 4 : Wind w/ Ice X (8 psf)) (Continued)
9
10
11
12
13
14
15
16
17
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
PSB.1
X
X
X
X
X
X
X
X
X
X
.033
.033
.036
.033
.108
.108
.033
.033
.036
.033
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
Member Point Loads (BLC 5 : Wind X(31 psf))
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
PSB.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
.122
.122
.039
.039
.046
.067
.343
.343
.096
.096
.097
.087
.343
.343
.096
.096
.097
.087
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
Member Point Loads (BLC 6 : Wind w/ Ice Z(8 psf))
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
.108
.108
.033
.033
.036
.033
.108
.108
.033
.033
.036
.033
.047
.047
.016
.016
.021
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
RISA-3D Version 17.0.0
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Page 8
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Point Loads (BLC 6 : Wind w/ Ice Z(8 psf)) (Continued)
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSB.1
Z
.027
7
Member Point Loads (BLC 7 : Wind Z (31 psf))
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Member Label
Direction
Magnitude[k,k-ft]
Location[ft,%]
PSA.1
PSA.1
PSA.4
PSA.4
PSA.1
PSA.1
PSC.1
PSC.1
PSC.4
PSC.4
PSC.1
PSC.1
PSB.1
PSB.1
PSB.4
PSB.4
PSB.1
PSB.1
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
.343
.343
.096
.096
.097
.087
.122
.122
.039
.039
.046
.067
.122
.122
.039
.039
.046
.067
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
1.083
5.917
1.667
4.417
1
7
Member Distributed Loads (BLC 4 : Wind w/ Ice X (8 psf))
1
2
3
4
5
6
7
8
9
10
11
12
13
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M34
M35
M36
PSA.2
PSA.3
PSB.2
PSB.3
PSC.2
PSC.3
M16
M18
M10
M14
X
X
X
X
X
X
X
X
X
X
X
X
X
.001
.001
.001
.002
.002
.002
.002
.002
.002
.002
.002
.002
.002
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
.001
.001
.001
.002
.002
.002
.002
.002
.002
.002
.002
.002
.002
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Member Distributed Loads (BLC 5 : Wind X(31 psf))
1
2
3
4
5
6
7
8
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M34
M35
M36
PSA.2
PSA.3
PSB.2
PSB.3
PSC.2
X
X
X
X
X
X
X
X
.005
.005
.005
.006
.006
.006
.006
.006
RISA-3D Version 17.0.0
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
.005
.005
.005
.006
.006
.006
.006
.006
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 9
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Distributed Loads (BLC 5 : Wind X(31 psf)) (Continued)
9
10
11
12
13
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
PSC.3
M16
M18
M10
M14
X
X
X
X
X
.006
.006
.006
.009
.009
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
.006
.006
.006
.009
.009
0
0
0
0
0
0
0
0
0
0
Member Distributed Loads (BLC 6 : Wind w/ Ice Z(8 psf))
1
2
3
4
5
6
7
8
9
10
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M34
M35
PSA.2
PSA.3
PSB.2
PSB.3
PSC.2
PSC.3
M13
M17
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
.001
.001
.002
.002
.002
.002
.002
.002
.002
.002
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
.001
.001
.002
.002
.002
.002
.002
.002
.002
.002
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Member Distributed Loads (BLC 7 : Wind Z (31 psf))
1
2
3
4
5
6
7
8
9
10
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M34
M35
PSC.3
PSC.2
PSB.3
PSB.2
PSA.3
PSA.2
M17
M13
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
.005
.005
.006
.006
.006
.006
.006
.006
.006
.009
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
.005
.005
.006
.006
.006
.006
.006
.006
.006
.009
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Member Distributed Loads (BLC 8 : BLC 2 Transient Area Loads)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M1
M1
M1
M2
M3
M10
M10
M10
M14
M14
M14
M15
M7
M7
M7
M8
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
-.015
-.007
-.004
-.004
-.004
-.00071
-.003
-.003
-.0004575
-.003
-.003
-.0008711
-.015
-.007
-.004
-.004
RISA-3D Version 17.0.0
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
-.007
-.004
-.005
-.004
-.004
-.003
-.003
-.0004574
-.003
-.003
-.0007098
-.0008711
-.007
-.004
-.005
-.004
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
2.099
3.149
4.198
.169
.169
7.5
9.167
10.833
0
1.667
3.333
0
2.099
3.149
4.198
.169
3.149
4.198
5.248
2.704
2.704
9.167
10.833
12.5
1.667
3.333
5
1.212
3.149
4.198
5.248
2.704
Page 10
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Member Distributed Loads (BLC 8 : BLC 2 Transient Area Loads) (Continued)
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
Member Label
Direction
Start Magnitude[k/ft,F,ksf]
M9
M13
M13
M13
M14
M14
M14
M14A
M4
M4
M4
M5
M6
M10
M10
M10
M13
M13
M13
M13A
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
-.004
-.0004575
-.003
-.003
-.00071
-.003
-.003
-.0008711
-.015
-.007
-.004
-.004
-.004
-.0004575
-.003
-.003
-.00071
-.003
-.003
-.0008711
End Magnitude[k/f...Start Location[ft,%] End Location[ft,%]
-.004
-.003
-.003
-.0007098
-.003
-.003
-.0004574
-.0008711
-.007
-.004
-.005
-.004
-.004
-.003
-.003
-.0007098
-.003
-.003
-.0004574
-.0008711
.169
0
1.667
3.333
7.5
9.167
10.833
0
2.099
3.149
4.198
.169
.169
0
1.667
3.333
7.5
9.167
10.833
0
2.704
1.667
3.333
5
9.167
10.833
12.5
1.212
3.149
4.198
5.248
2.704
2.704
1.667
3.333
5
9.167
10.833
12.5
1.212
Basic Load Cases
1
2
3
4
5
6
7
8
BLC Description
Category
Self Weight
Equipment Weight
Ice Weight
Wind w/ Ice X (8 psf)
Wind X(31 psf)
Wind w/ Ice Z(8 psf)
Wind Z (31 psf)
BLC 2 Transient Area Loads
None
None
None
None
None
None
None
None
X Gra...Y Gra...Z Gra... Joint
Point Distrib...Area(... Surfa...
-1
18
18
18
18
18
18
3
13
13
10
10
36
Load Combinations
1
2
3
4
5
6
Description Sol...PD...SR...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...
1.2D + 1.6...Yes Y
1 1.2 2 1.2 5 1.6
0.9D + 1.6...Yes Y
1 .9 2 .9 5 1.6
1.2D + 1.0...Yes Y
1 1.2 2 1.2 3 1 4 1
1.2D + 1.6...Yes Y
1 1.2 2 1.2 7 1.6
0.9D + 1.6...Yes Y
1 .9 2 .9 7 1.6
1.2D + 1.0...Yes Y
1 1.2 2 1.2 3 1 6 1
Envelope Joint Reactions
Joint
1
2
3
4
N1
N7
max
min
max
min
RISA-3D Version 17.0.0
X [k]
LC
Y [k]
LC
Z [k]
LC
MX [k-ft]
LC
MY [k-ft]
LC
MZ [k-ft]
LC
.071
-2.419
-.41
-3.572
5
1
5
1
.103
-.209
.278
-.262
1
5
4
2
-1.291
-3.707
1.914
-1.828
2
4
1
5
0
0
0
0
6
1
6
1
.17
-3.39
2.267
-.038
4
1
4
2
0
0
0
0
6
1
6
1
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
Page 11
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Envelope Joint Reactions (Continued)
Joint
5
6
7
8
9
10
11
12
13
14
N12
N98
N99
N100
Totals:
max
min
max
min
max
min
max
min
max
min
X [k]
LC
Y [k]
LC
Z [k]
LC
MX [k-ft]
LC
MY [k-ft]
LC
MZ [k-ft]
LC
1.802
-2.305
0
-.019
2.466
.219
.559
-1.827
0
-5.291
6
2
6
2
1
5
2
6
6
1
.476
.115
2.082
.742
2.23
.206
1.642
-.506
5.594
2.477
1
6
6
2
1
5
6
2
6
2
.946
-.736
2.68
.948
-.147
-1.436
.336
-1.058
0
-3.945
3
5
6
2
5
1
2
6
3
4
0
0
0
0
0
0
0
0
6
1
6
1
6
1
6
1
.613
-1.048
0
-.002
.002
0
0
0
1
4
6
2
4
2
1
5
0
0
0
0
0
0
0
0
6
1
6
1
6
1
6
1
Envelope Joint Displacements
Joint
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
N1
max
min
N2
max
min
N3
max
min
N4
max
min
N5
max
min
N6
max
min
N7
max
min
N8
max
min
N9
max
min
N10
max
min
N11
max
min
N12
max
min
N13
max
min
N14
max
min
N15
max
min
N16
max
min
N17
max
min
N18
max
min
N19
max
X [in]
LC
Y [in]
LC
Z [in]
LC
X Rotation [rad]
0
0
.167
.003
.027
-.002
.027
-.002
.027
-.001
0
0
0
0
.067
.003
.008
0
.015
-.002
.038
-.017
0
0
.036
-.029
.002
-.004
.059
.001
.014
-.002
.12
.01
.189
.002
.015
6
1
2
6
1
4
1
4
2
4
6
1
6
1
4
3
4
2
2
5
2
5
6
1
2
4
2
4
2
6
2
5
4
3
2
4
2
0
0
-.02
-.04
.002
-.008
-.037
-.05
.034
-.014
0
0
0
0
-.003
-.038
-.001
-.01
.021
-.038
-.019
-.04
0
0
.006
-.035
.004
-.001
.033
-.03
.025
-.03
.007
-.023
-.014
-.047
.011
6
1
2
6
2
4
3
4
2
4
6
1
6
1
5
3
5
1
5
1
3
4
6
1
2
6
5
3
2
6
5
1
5
3
2
6
2
0
0
.002
0
0
0
.038
-.031
.049
.004
0
0
0
0
.115
.002
.015
-.001
.021
-.009
.03
-.024
0
0
.05
-.061
.007
-.003
.03
.003
.008
.001
.109
-.019
.062
.013
.074
6
1
4
2
4
2
4
2
2
6
6
1
6
1
5
3
5
1
5
2
4
2
6
1
5
1
5
1
2
6
4
3
4
2
2
3
5
3.819e-04
-9.584e-05
1.942e-03
1.045e-03
5.61e-04
-1.619e-04
6.136e-03
1.615e-03
1.181e-03
-7.534e-03
0
0
5.509e-04
-4.465e-04
-7.961e-04
-2.638e-03
6.654e-04
-4.576e-04
1.749e-02
-3.058e-03
8.889e-03
1.705e-03
5.884e-04
-7.172e-04
7.657e-04
-4.222e-04
7.048e-04
-5.1e-04
3.629e-03
-1.267e-02
1.605e-02
-7.889e-03
1.122e-02
1.404e-03
1.161e-02
2.336e-04
1.774e-02
RISA-3D Version 17.0.0
LC Y Rotatio... LC Z Rotation [rad] LC
4
2
6
2
4
2
1
6
4
1
6
1
5
3
5
3
5
1
4
2
4
3
4
2
3
5
4
2
5
1
4
1
4
3
2
6
4
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
0
0
3.468e-03
1.245e-04
1.876e-03
-1.421e-04
1.398e-03
2.86e-04
8.096e-04
-3.028e-04
0
0
0
0
-8.225e-05
-2.968e-03
1.673e-04
-1.092e-03
2.936e-04
-1.928e-03
-9.985e-05
-8.979e-04
0
0
1.255e-03
-1.866e-03
5.208e-04
-5.196e-05
3.54e-04
-2.225e-03
6.339e-04
-4.526e-04
1.545e-04
-3.025e-03
3.034e-03
-2.633e-04
1.144e-03
6
1
2
6
2
4
2
3
2
5
6
1
6
1
3
4
2
4
2
5
6
2
6
1
5
1
5
1
4
2
5
1
2
5
1
5
4
-5.572e-04
-9.903e-04
7.795e-04
-2.064e-03
-5.572e-04
-9.903e-04
-1.785e-03
-1.551e-02
2.743e-03
-2.043e-02
0
0
4.864e-05
-4.914e-04
2.96e-04
-6.186e-04
8.124e-05
-5.54e-04
3.411e-05
-3.025e-03
-2.05e-03
-1.068e-02
2.819e-04
-4.129e-04
2.37e-03
-1.591e-04
1.941e-04
-7.718e-04
4.69e-03
-1.564e-02
2.659e-03
-1.44e-03
-2.247e-03
-1.843e-02
-2.704e-03
-2.025e-02
-6.787e-05
Page 12
6
1
2
6
6
1
6
2
5
1
6
1
3
4
5
3
6
2
2
4
3
4
6
2
6
2
6
2
4
1
4
1
3
4
6
1
5
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Envelope Joint Displacements (Continued)
Joint
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
min
N20
max
min
N21
max
min
N22
max
min
N23
max
min
N24
max
min
N25
max
min
N26
max
min
N27
max
min
N28
max
min
N29
max
min
N30
max
min
N31
max
min
N32
max
min
N33
max
min
N34
max
min
N35
max
min
N36
max
min
N37
max
min
N38
max
min
N39
max
min
N40
max
min
N41
max
min
N42
max
min
N43
max
min
N44
max
min
N45
max
X [in]
LC
Y [in]
LC
Z [in]
LC
X Rotation [rad]
-.002
.015
-.002
.194
.004
.13
-.049
.015
-.002
.015
-.002
.127
-.041
.167
.003
.168
.003
.099
.01
1.393
.093
1.734
.084
.171
-.028
.171
-.029
1.702
.116
1.358
-.782
.015
-.002
.171
-.028
.015
-.002
.17
-.029
.015
-.002
.17
-.029
.015
-.002
.171
-.029
.331
-.013
.044
.013
.205
5
1
5
2
6
1
5
1
5
2
5
1
5
2
6
2
6
4
3
4
3
1
6
1
5
1
5
1
6
1
4
2
5
1
5
1
5
1
5
2
5
1
5
1
5
1
5
1
5
1
5
1
-.022
-.005
-.044
-.019
-.03
.009
-.04
-.009
-.054
.007
-.023
.006
-.048
-.018
-.029
-.014
-.056
.004
-.024
.055
-.047
.066
-.102
.06
-.044
-.03
-.121
-.039
-.106
.06
-.056
0
-.024
0
-.025
.014
-.024
.014
-.024
.01
-.039
.01
-.039
-.016
-.064
-.016
-.065
-.016
-.065
-.016
-.064
.01
6
5
3
5
1
2
6
5
3
2
6
2
6
5
1
2
6
5
3
5
1
2
4
2
4
5
1
6
1
2
3
2
6
2
6
5
1
5
1
5
3
5
3
5
3
5
3
5
3
5
3
5
-.087
.171
.002
.016
-.047
.047
-.011
.155
.001
.065
-.074
.043
-.009
.017
-.032
.05
.01
.097
-.018
.997
.028
.83
.125
.873
-1.412
1.706
.098
-.028
-.724
.593
-.524
.053
-.055
.909
-1.107
.011
0
.99
-.56
.03
-.01
1.229
-.097
.135
-.002
1.575
.065
2.957
.108
-.015
-.435
2.204
1
4
3
4
2
5
1
4
3
5
1
5
1
4
2
2
3
4
2
4
3
1
6
4
1
4
3
5
1
4
1
5
1
4
1
4
3
4
1
5
2
4
1
5
2
4
3
4
3
3
4
4
-1.571e-02
2.198e-02
5.227e-04
1.21e-04
-1.391e-02
5.637e-03
-1.059e-02
2.198e-02
5.227e-04
1.774e-02
-1.571e-02
5.638e-03
-1.059e-02
1.204e-04
-1.392e-02
1.161e-02
2.328e-04
1.123e-02
1.405e-03
1.945e-02
1.177e-03
1.986e-02
3.938e-03
2.346e-02
-2.656e-02
4.541e-02
1.532e-03
2.208e-04
-1.675e-02
1.331e-02
-1.769e-02
1.788e-02
-1.581e-02
2.354e-02
-2.672e-02
1.669e-02
-9.121e-03
2.785e-02
-1.559e-02
1.856e-02
-2.524e-03
3.517e-02
-2.602e-03
2.213e-02
5.599e-04
4.554e-02
1.537e-03
5.099e-02
1.547e-03
2.091e-02
5.561e-04
3.537e-02
RISA-3D Version 17.0.0
LC Y Rotatio... LC
1 -1.612e-03 2
4 -8.99e-05 3
3 -1.966e-03 4
5 3.847e-03 2
1 9.616e-05 6
4 1.099e-03 5
2 -4.321e-04 1
4 -8.99e-05 3
3 -1.965e-03 4
4 1.142e-03 4
1 -1.612e-03 2
4 1.099e-03 5
2 -4.307e-04 1
5 3.846e-03 2
1 9.616e-05 6
2 3.033e-03 1
6 -2.633e-04 5
4 1.559e-04 2
3 -3.025e-03 5
4
3
1
6
4
1
4
3
4
1
5
1
4
1
4
1
4
1
4
1
4
2
4
1
4
3
4
3
4
3
4
3
4
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
7.01e-03 1
4
1
4
6
1
6
1
1
3
4
2
5
1
6
1
5
1
6
1
2
5
6
1
3
4
6
1
6
1
3
4
6
-1.536e-02
1.217e-02
-5.201e-03
-6.417e-04
-1.607e-02
-1.812e-03
-9.567e-03
9.531e-03
1.879e-03
9.207e-03
-1.563e-03
1.154e-03
-1.937e-03
-6.121e-04
-1.557e-02
7.863e-04
-9.682e-04
-9.101e-04
-1.26e-02
1.557e-05
-2.386e-03
-1.944e-03
-9.774e-03
-1.228e-04
-2.384e-03
-1.843e-03
-9.399e-03
-1.843e-03
-9.399e-03
-1.228e-04
-2.384e-03
-1.944e-03
Z Rotation [rad] LC
-6.309e-04
1.16e-03
5.977e-04
4.275e-05
-2.431e-02
9.29e-03
-1.933e-02
1.161e-03
5.985e-04
-6.862e-05
-6.319e-04
9.29e-03
-1.933e-02
4.324e-05
-2.431e-02
-2.704e-03
-2.025e-02
-2.246e-03
-1.843e-02
-2.911e-03
-2.778e-02
-2.826e-03
-4.318e-02
1.4e-03
-3.143e-03
-8.192e-04
-4.174e-03
-1.983e-03
-3.723e-02
1.682e-02
-3.713e-02
-1.826e-05
-7.106e-04
1.22e-03
-2.896e-03
2.094e-03
-1.323e-03
7.676e-05
-1.415e-03
-3.543e-04
-2.349e-03
3.448e-04
-1.122e-03
6.417e-04
2.958e-04
-5.833e-04
-4.101e-03
-5.844e-04
-6.162e-03
1.23e-03
5.524e-04
3.448e-04
Page 13
1
6
5
4
1
5
1
6
5
5
1
5
1
4
1
6
1
3
4
3
4
6
1
4
2
5
1
6
1
4
1
6
1
4
2
4
2
5
1
2
4
5
1
6
2
5
1
5
1
1
5
5
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Envelope Joint Displacements (Continued)
Joint
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
min
N46
max
min
N47
max
min
N48
max
min
N49
max
min
N50
max
min
N51
max
min
N52
max
min
N53
max
min
N54
max
min
N55
max
min
N56
max
min
N57
max
min
N58
max
min
N59
max
min
N60
max
min
N61
max
min
N62
max
min
N63
max
min
N64
max
min
N65
max
min
N66
max
min
N67
max
min
N68
max
min
N69
max
min
N70
max
min
N71
max
X [in]
LC
Y [in]
LC
Z [in]
LC
X Rotation [rad]
-.038
.009
-.065
.214
-.031
.054
-.017
.253
-.061
0
-.004
2.489
-1.108
.222
-.377
2.14
-.632
.152
-.383
2.221
-.139
.059
-.541
2.581
.136
0
-.534
2.864
.171
-.06
-.379
1.927
.211
-.046
-.405
1.311
.259
-.053
-.338
1.915
.194
-.053
-.431
.141
.004
.034
0
.042
-.012
.069
.01
.123
5
2
4
1
5
4
2
1
4
6
1
1
4
5
1
1
4
4
1
1
4
5
1
1
6
4
1
1
6
6
1
1
6
6
2
1
3
3
4
4
3
3
4
2
6
1
6
2
5
4
3
2
-.039
.01
-.039
.014
-.024
.014
-.024
0
-.025
0
-.024
0
-.058
0
-.057
.022
-.034
.022
-.034
.019
-.013
.019
-.013
-.017
-.029
-.017
-.028
-.013
-.067
-.013
-.066
-.03
-.047
-.03
-.047
-.018
-.03
-.017
-.03
0
-.025
0
-.025
-.013
-.066
-.03
-.047
-.017
-.03
0
-.025
0
3
5
3
5
1
5
1
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
4
5
1
5
1
2
6
2
6
2
4
2
4
3
4
3
4
5
3
5
3
2
6
2
4
3
4
5
3
2
-.169
.058
-.467
1.763
-.991
.247
-.436
1.567
-1.845
.372
-.43
.924
-.996
.277
-.093
.523
-.937
.354
-.087
.253
-.981
.282
-.012
.049
-1.106
.362
.009
1.278
.265
.002
-.283
.933
.203
-.036
-.222
.977
.123
-.043
-.233
1.388
.073
-.036
-.226
.043
.008
.04
-.027
.033
-.022
.08
-.017
.037
1
2
4
4
1
1
4
4
1
1
4
4
1
2
4
4
1
1
5
5
1
1
4
5
1
1
5
1
6
6
2
1
3
6
1
4
3
3
1
4
3
3
4
5
3
4
2
4
2
4
2
5
-2.602e-03
1.837e-02
-2.524e-03
2.805e-02
-1.56e-02
1.651e-02
-9.12e-03
2.387e-02
-2.675e-02
1.787e-02
-1.58e-02
1.534e-02
-1.76e-02
4.672e-03
-1.049e-02
7.023e-03
-1.738e-02
3.749e-03
-1.217e-02
2.872e-03
-1.796e-02
1.16e-03
-8.737e-03
2.447e-04
-1.713e-02
3.339e-04
-1.378e-02
2.015e-02
4.687e-03
1.175e-02
4.863e-04
1.691e-02
2.986e-03
7.224e-03
1.866e-03
1.381e-02
2.231e-03
9.015e-03
1.467e-03
1.946e-02
1.201e-03
1.131e-02
1.242e-03
1.178e-02
7.599e-04
7.225e-03
1.897e-03
9.199e-03
1.467e-03
1.131e-02
1.242e-03
5.541e-03
RISA-3D Version 17.0.0
LC Y Rotatio... LC
1 -9.774e-03 1
4 1.557e-05 2
2 -2.386e-03 5
4 -9.101e-04 6
1 -1.26e-02 1
4 7.863e-04 5
1 -9.682e-04 1
4 -6.121e-04 6
1 -1.557e-02 1
4 1.154e-03 5
1 -1.937e-03 1
5 9.102e-03 4
1 -1.775e-03 2
4 1.322e-03 4
2 -7.837e-04 1
5
1
5
1
5
1
4
1
4
1
5
1
1
3
2
6
1
6
1
6
4
3
4
3
4
3
4
3
2
6
1
6
4
3
4
3
4
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
8.22e-03 4
1
4
2
4
3
2
5
1
3
2
6
1
4
1
4
1
4
2
6
1
4
3
4
6.76e-03 1
-1.492e-02 4
1.941e-04 2
-3.279e-03 4
3.445e-03 1
-2.627e-04 4
2.151e-03 2
2.807e-04 6
-1.398e-04 3
-1.522e-03 4
1.941e-04 2
-3.279e-03 4
1.322e-03 4
-1.996e-03
7.064e-04
-2.237e-03
6.794e-03
1.005e-03
1.593e-03
-7.712e-05
9.315e-03
1.839e-03
3.964e-03
1.385e-04
1.222e-02
-5.061e-03
3.445e-03
-2.627e-04
1.169e-02
-5.914e-03
2.151e-03
2.807e-04
7.141e-03
-1.098e-02
-1.398e-04
-1.522e-03
Z Rotation [rad] LC
-1.318e-03
-1.708e-04
-2.349e-03
7.677e-05
-1.611e-03
2.094e-03
-1.139e-03
1.221e-03
-3.022e-03
-1.826e-05
-7.105e-04
1.696e-02
-4.278e-02
9.357e-03
-1.829e-02
1.098e-02
-3.266e-02
5.402e-03
-1.662e-02
2.851e-03
-3.383e-02
2.27e-03
-2.12e-02
-1.972e-03
-3.757e-02
-1.097e-04
-2.462e-02
-2.858e-03
-4.864e-02
-2.36e-03
-1.906e-02
-3.735e-03
-2.99e-02
-1.711e-03
-1.622e-02
-3.958e-03
-2.122e-02
-2.229e-03
-1.209e-02
-2.977e-03
-2.809e-02
-2.331e-03
-1.853e-02
-2.376e-03
-2.027e-02
-1.711e-03
-1.641e-02
-2.26e-03
-1.21e-02
-2.331e-03
-1.853e-02
9.377e-03
Page 14
1
2
4
5
1
4
2
4
2
6
1
4
1
5
1
4
1
4
1
4
1
5
1
6
1
4
1
6
1
6
1
6
1
6
2
3
4
3
4
3
4
3
4
6
1
6
2
3
4
3
4
5
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Envelope Joint Displacements (Continued)
Joint
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
min
N72
max
min
N73
max
min
N74
max
min
N75
max
min
N76
max
min
N77
max
min
N78
max
min
N79
max
min
N80
max
min
N81
max
min
N82
max
min
N83
max
min
N84
max
min
N85
max
min
N86
max
min
N87
max
min
N88
max
min
N89
max
min
N90
max
min
N91
max
min
N92
max
min
N93
max
min
N94
max
min
N95
max
min
N96
max
min
N97
max
X [in]
LC
Y [in]
LC
Z [in]
LC
X Rotation [rad]
-.031
.067
.001
.032
-.002
.131
.002
1.547
.093
1.103
.108
.764
.15
1.141
.112
1.334
-.641
1.24
-.329
1.289
-.06
1.545
.082
.015
-.002
.015
-.002
.147
.003
.125
-.035
.083
.01
.152
.004
.171
-.028
.171
-.029
1.586
.091
1.339
-.67
1.207
.107
1.586
.091
.021
-.019
.112
0
.043
5
2
6
2
5
2
4
1
6
1
6
1
3
4
3
1
4
1
4
1
4
1
6
2
5
1
5
2
6
2
5
4
3
2
6
1
5
1
5
1
6
1
4
4
3
1
6
2
4
2
4
4
-.057
.022
-.034
.019
-.013
-.017
-.028
-.013
-.067
-.03
-.047
-.018
-.03
0
-.025
0
-.058
.022
-.034
.019
-.013
-.017
-.029
.003
-.024
-.013
-.061
-.018
-.029
.003
-.054
.001
-.025
-.014
-.063
.016
-.027
-.019
-.071
-.026
-.049
.014
-.057
.013
-.028
.003
-.074
.004
-.009
-.004
-.012
0
6
2
6
2
4
5
1
2
6
2
4
3
4
5
3
2
6
2
6
2
6
5
1
2
6
5
3
5
1
2
6
5
3
2
6
2
6
5
3
5
1
2
6
5
1
2
6
2
6
2
4
5
-.006
.026
.003
.046
.004
.018
-.01
.722
.13
.466
.099
.597
.061
.851
.04
.511
-.51
.331
-.458
.175
-.486
.043
-.634
.058
-.064
.143
0
.017
-.02
.04
-.008
.088
-.018
.042
.009
.899
-1.187
1.603
.072
.024
-.657
.528
-.513
.889
.037
.745
.129
.032
-.034
.002
0
.074
2
2
6
2
6
5
2
1
6
1
3
4
3
4
3
4
1
4
1
5
1
5
1
5
1
5
2
5
2
5
1
4
2
5
3
4
1
4
3
5
1
4
1
4
3
1
6
5
1
4
2
5
-1.052e-02
3.933e-03
-1.217e-02
1.343e-03
-8.738e-03
3.34e-04
-1.378e-02
2.01e-02
3.947e-03
1.69e-02
2.954e-03
1.362e-02
2.231e-03
1.932e-02
1.199e-03
1.326e-02
-1.755e-02
6.826e-03
-1.738e-02
2.676e-03
-1.796e-02
1.206e-04
-1.712e-02
1.782e-02
-1.576e-02
2.207e-02
5.456e-04
1.773e-04
-1.398e-02
5.59e-03
-1.053e-02
1.122e-02
1.359e-03
1.173e-02
4.226e-04
2.346e-02
-2.656e-02
4.541e-02
1.532e-03
2.113e-04
-1.676e-02
1.332e-02
-1.768e-02
1.946e-02
1.186e-03
1.985e-02
3.929e-03
5.745e-04
-2.094e-04
1.19e-03
5.061e-04
-2.957e-04
RISA-3D Version 17.0.0
LC Y Rotatio... LC
2 -7.837e-04 1
5 7.064e-04 4
1 -2.237e-03 2
4 1.593e-03 2
1 -7.712e-05 5
5 3.964e-03 2
1 1.385e-04 6
1 1.222e-02 1
6 -5.061e-03 4
1 1.169e-02 1
6 -5.914e-03 4
4 7.141e-03 1
3 -1.098e-02 4
4
3
5
1
5
1
5
1
4
1
4
1
4
3
5
1
4
2
4
3
2
6
4
1
4
3
4
1
5
1
4
3
1
6
3
2
6
5
5
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
6.76e-03 1
-1.492e-02 4
9.102e-03 4
-1.775e-03 2
8.22e-03 4
1
4
3
1
3
4
2
3
4
3.88e-03 2
1.088e-04 6
1.184e-03 5
-5.636e-04 1
1.682e-04 2
-3.101e-03 4
3.188e-03 1
-2.63e-04 5
-6.477e-04 6
-1.607e-02 1
-1.806e-03 6
-9.567e-03 1
9.509e-03 1
1.876e-03 3
9.207e-03 4
-1.541e-03 2
7.032e-03 1
-1.536e-02 4
1.214e-02 1
-5.201e-03 4
1.292e-03 5
-1.952e-03 1
3.535e-03 2
1.335e-04 6
-8.708e-05 3
-1.996e-03
6.794e-03
1.005e-03
9.315e-03
1.839e-03
1.144e-03
-1.709e-03
-1.024e-04
-2.122e-03
Z Rotation [rad] LC
-1.95e-02
5.403e-03
-1.68e-02
2.271e-03
-2.138e-02
-1.098e-04
-2.462e-02
-2.839e-03
-4.32e-02
-3.735e-03
-2.97e-02
-3.925e-03
-2.122e-02
-2.905e-03
-2.806e-02
1.692e-02
-3.735e-02
1.098e-02
-3.246e-02
2.851e-03
-3.363e-02
-1.968e-03
-3.722e-02
-1.117e-04
-6.154e-04
9.894e-04
5.444e-04
-2.104e-06
-2.44e-02
9.345e-03
-1.945e-02
-2.268e-03
-1.852e-02
-2.58e-03
-2.026e-02
1.389e-03
-3.151e-03
-8.11e-04
-4.163e-03
-1.978e-03
-3.723e-02
1.681e-02
-3.713e-02
-2.905e-03
-2.777e-02
-2.832e-03
-4.318e-02
1.622e-03
-1.684e-04
1.756e-04
-1.538e-03
7.67e-05
Page 15
1
4
1
5
1
4
1
6
1
6
1
3
4
3
4
4
1
4
1
4
1
6
1
5
1
6
2
4
1
5
1
3
4
6
1
4
2
5
1
6
1
4
1
3
4
6
1
6
2
2
6
5
Company
Designer
Job Number
Model Name
:
:
:
:
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Jan 3, 2022
9:50 AM
Checked By: TJL
Envelope Joint Displacements (Continued)
Joint
194
195
196
197
198
199
200
min
max
N98
min
max
N99
min
N100
max
min
X [in]
LC
Y [in]
LC
Z [in]
LC
X Rotation [rad]
.002
0
0
0
0
0
0
3
6
1
6
1
6
1
-.013
0
0
0
0
0
0
1
6
1
6
1
6
1
0
0
0
0
0
0
0
3
6
1
6
1
6
1
-1.798e-03
4.587e-04
2.728e-04
2.284e-03
-1.846e-04
1.171e-03
-1.113e-03
LC Y Rotatio... LC Z Rotation [rad] LC
3 -3.053e-03 4 -2.576e-04 3
4
2
5
3
5
1
0
0
0
0
0
0
6
1
6
1
6
1
-2.104e-05
-3.463e-03
-4.62e-04
-1.472e-03
8.351e-04
-7.465e-04
5
1
3
4
4
2
Envelope AISC 15th(360-16): LRFD Steel Code Checks
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
Memb... Shape
PSA.4 PIPE_2.0
PSB.2 PIPE_2.0
M14A
6"x3/8"
PSC.1 PIPE_2.0
PSC.4 PIPE_2.0
M13A
6"x3/8"
PIPE_2.0
PIPE_2.0
PIPE_2.0
PIPE_2.0
PIPE_2.0
PIPE_2.0
M15 6"x3/8"
M16 PIPE_2.0
M18 PIPE_2.0
M10 PIPE_3.0
PSC.3 PIPE_2.0
M14 PIPE_3.0
PSA.3 PIPE_2.0
M17 PIPE_2.0
M13 PIPE_3.0
M1 HSS4X4X4
M8 HSS4X4X4
M6 HSS4X4X4
M7 HSS4X4X4
M4 HSS4X4X4
M2 HSS4X4X4
M5 HSS4X4X4
M34 LL2x2x3x0
M3 HSS4X4X4
M36 LL2x2x3x0
M35 LL2x2x3x0
M9 HSS4X4X4
M33 L2.5x2.5x5
M32 L2.5x2.5x5
M31 L2.5x2.5x5
PSB.4
PSA.2
PSC.2
PSB.3
PSA.1
PSB.1
RISA-3D Version 17.0.0
Code Check
.673
.636
.619
.600
.592
.551
.549
.500
.495
.469
.460
.458
.425
.387
.376
.370
.358
.335
.318
.311
.271
.215
.178
.177
.147
.142
.141
.134
.129
.127
.120
.095
.071
.017
.015
.009
L...
5....
5....
.6...
5....
5....
.6...
5....
5....
5....
5....
5....
2....
.6...
1...
1...
7....
5....
4....
5....
4....
7....
0
2....
2....
1....
0
2....
2....
0
2....
4....
4....
2....
.8...
.8...
.8...
LC
1
1
2
1
4
4
1
4
1
1
4
1
1
1
1
1
2
2
4
1
5
1
2
1
2
5
4
4
1
4
6
6
6
1
4
4
Sh...L...
.280 4.5
.152 5....
.347 .6...
.220 5....
.244 4.5
.372 .6...
.142 4.5
.198 5....
.192 5....
.139 5....
.186 2....
.163 5....
.473 .6...
.280 7....
.181 7....
.363 7....
.185 5....
.343 4....
.226 5....
.245 4....
.294 4....
.063 0
.206 0
.136 2....
.056 3....
.062 3....
.177 0
.178 0
.008 4....
.200 0
.009 4....
.004 4....
.149 0
.247 0
.264 0
.267 0
Dir ...phi*P... phi*Pn...
1 14.916 32.13
4 14.916 32.13
y 1 28.164 72.9
1 14.916 32.13
4 14.916 32.13
y 4 28.164 72.9
4 14.916 32.13
1 14.916 32.13
1 14.916 32.13
4 14.916 32.13
1 14.916 32.13
4 14.916 32.13
y 1 28.164 72.9
1 6.295 32.13
4 6.295 32.13
1 28.251 65.205
4 14.916 32.13
2 28.251 65.205
1 14.916 32.13
1 6.295 32.13
1 28.251 65.205
z 1 124.3...139.518
z 2 135.1...139.518
y 4 135.1...139.518
y 3 124.3...139.518
y 6 124.3...139.518
z 1 135.1...139.518
z 5 135.1...139.518
z 4 28.249 46.656
z 1 135.1...139.518
z 2 28.249 46.656
z 5 28.249 46.656
z 4 135.1...139.518
y 1 42.973 47.304
y 4 42.973 47.304
y 1 42.973 47.304
[J:\...\...\...\...\...\...\Risa 3D\CTNH568A_AMA Rev1.R3D]
phi*Mn y-y [k-ft]
1.872
1.872
.57
1.872
1.872
.57
1.872
1.872
1.872
1.872
1.872
1.872
.57
1.872
1.872
5.749
1.872
5.749
1.872
1.872
5.749
16.181
16.181
16.181
16.181
16.181
16.181
16.181
2.147
16.181
2.147
2.147
16.181
1.316
1.316
1.316
phi*...Cb Eqn
1.872 4....H3...
1.872 2....H1...
9.113 1....H1...
1.872 1....H1...
1.872 3....H1...
9.113 1....H1...
1.872 3....H1...
1.872 3....H1...
1.872 2....H1...
1.872 2....H1...
1.872 3....H1...
1.872 1....H1...
9.113 1....H1...
1.872 3....H3...
1.872 4....H1...
5.749 1....H3...
1.872 2....H1...
5.749 1....H3...
1.872 2....H1...
1.872 3....H3...
5.749 1....H3...
16.... 1....H1...
16.... 1.5 H1...
16.... 1....H1...
16.... 1....H1...
16.... 1....H1...
16.... 1....H1...
16.... 1....H1...
1.607 1....H1...
16.... 1....H1...
1.607 1....H1...
1.607 1....H1...
16.... 1....H1...
3.061 1....H2...
3.061 1....H2...
3.061 1....H2...
Page 16
Code Check
( Env )
Y
Z
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
X
N49
N51
N34
N47
N31
.02
N89
N36
N92
N79
N53
N45
.46
.67
N38
N55
.31
N43
N80
.38
N24
.32
N22 2 N19
.6
N13
N25
N83
N40
N35
.64
N86
N71
N65
N95
N63
.15
N61
N59
N77
.39
N48
.59
N6
N7
.14
N23
N97
.18
N46
.55
.50
.60
.22
. 13
N100
N70 N87
N8
N28
N20
N17
N11 N69
.37
N44
N56 N96
N68 N4
.12
N99
N2
N18
N41
N84
.14
N9
N1
N3
N26 .43
N21
N10
N39
.13
.34
.09
N12
.46
N78 N93
N5 N94 N75
N54
N73
.13
N74
N85
N32
N29
.36
.47
.27
N76
N30
N42
N90
N52
.01
N33
.55
.07
N14N50
.18
N72
N15
N37
N16
.01
N81
N82
N91
.50
N57
N27
N88 N67
N98
N66
N64
N58
N62
N60
Member Code Checks Displayed (Enveloped)
Envelope Only Solution
Centek Engineering
FJP
21085.03
CTNH568A - Mount
Unity Check
Jan 3, 2022 at 9:51 AM
CTNH568A_AMA Rev1.R3D
LETTER OF AUTHORIZATION
SITE NO/PROJECT NO: 208478/ 13704270
SITE NAME: Cheshire
ADDRESS: 1325 CHESHIRE ST
CHESHIRE, CT 06410-1849
APN: CHES-000038-000180
I, Margaret Robinson, Senior Counsel, US Tower Division on behalf of American Tower*, owner of the tower
facility located at the address identified above (the “Tower Facility”), do hereby authorize Transcend
Wireless its successors and assigns, to act as American Tower’s non-exclusive agent for the purpose of filing
and securing any zoning, land-use, building permit and/or electrical permit application(s) and approvals of
the applicable jurisdiction for and to conduct the construction of the installation of antennas and related
telecommunications equipment on the Tower Facility located at the above address. This installation shall
not affect adjoining lands and will occur only within the area leased by American Tower.
American Tower understands that the application may be denied, modified or approved with conditions.
The above authorization is limited to the acceptance by American Tower of conditions related to American
Tower’s installation. Any such conditions of approval or modifications will not be effective unless approved
in writing by American Tower.
The above authorization does not permit Transcend Wireless to modify or alter any existing permit(s)
and/or zoning or land-use conditions or impose any additional conditions unrelated to American Tower’s
installation of telecommunications equipment without the prior written approval of American Tower.
Signature:
____
Margaret Robinson, Senior Counsel
US Tower Division
NOTARY BLOCK
COMMONWEALTH OF MASSACHUSETTS
County of Middlesex
This instrument was acknowledged before me by Margaret Robinson, Senior Counsel of American Tower
(Tower Facility owner and/or operator), personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person whose name is subscribed to the within instrument and
acknowledged to me that he/she executed the same.
WITNESS my hand and official seal, this 29th day of September 2021.
‫ ٭‬American Tower as used herein is defined as American Tower Corporation and any of its affiliates or subsidiaries.
EBI Consulting
environmental | engineering | due diligence
RADIO FREQUENCY EMISSIONS ANALYSIS REPORT
EVALUATION OF HUMAN EXPOSURE POTENTIAL
TO NON-IONIZING EMISSIONS
T-Mobile Existing Facility
Site ID: CTNH568A
1325 Cheshire Street
Cheshire, Connecticut 06410
August 20, 2021
EBI Project Number: 6221004546
Site Compliance Summary
Compliance Status:
COMPLIANT
Site total MPE% of
FCC general
population
allowable limit:
22.35%
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
August 20, 2021
T-Mobile
Attn: Jason Overbey, RF Manager
35 Griffin Road South
Bloomfield, Connecticut 06002
Emissions Analysis for Site: CTNH568A
EBI Consulting was directed to analyze the proposed T-Mobile facility located at 1325 Cheshire Street
in Cheshire, Connecticut for the purpose of determining whether the emissions from the Proposed TMobile 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.
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
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 1325 Cheshire
Street in Cheshire, 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 power density calculations,
the broadcast footprint of the AIR6449 antenna has been considered. Due to the beamforming nature of
this antenna, the actual beam locations vary depending on demand and are narrow in nature. Using the
broadcast footprint accounts for the potential location of beams at any given time.
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 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.
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
6) 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.
7) 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.
8) 1 LTE Traffic channel (LTE 1C and 2C BRS Band - 2500 MHz) was considered for each sector
of the proposed installation. This Channel has a transmit power of 60 Watts.
9) 1 LTE Broadcast channel (LTE 1C and 2C BRS Band - 2500 MHz) was considered for each
sector of the proposed installation. This Channel has a transmit power of 20 Watts.
10) 1 NR Traffic channel (BRS Band - 2500 MHz) was considered for each sector of the proposed
installation. This Channel has a transmit power of 120 Watts.
11) 1 NR Broadcast channel (BRS Band - 2500 MHz) was considered for each sector of the
proposed installation. This Channel has a transmit power of 40 Watts.
12) 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.
13) 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.
14) The antennas used in this modeling are the RFS APXVAALL24_43-U-NA20 for the 600 MHz
/ 600 MHz / 700 MHz / 1900 MHz / 1900 MHz / 2100 MHz / 2100 MHz channel(s), the Ericsson
AIR 6449 for the 2500 MHz / 2500 MHz / 2500 MHz / 2500 MHz channel(s) in Sector A, the
RFS APXVAALL24_43-U-NA20 for the 600 MHz / 600 MHz / 700 MHz / 1900 MHz / 1900
MHz / 2100 MHz / 2100 MHz channel(s), the Ericsson AIR 6449 for the 2500 MHz / 2500
MHz / 2500 MHz / 2500 MHz channel(s) in Sector B, the RFS APXVAALL24_43-U-NA20 for
the 600 MHz / 600 MHz / 700 MHz / 1900 MHz / 1900 MHz / 2100 MHz / 2100 MHz
channel(s), the Ericsson AIR 6449 for the 2500 MHz / 2500 MHz / 2500 MHz / 2500 MHz
channel(s) in Sector C. This is based on feedback from the carrier with regard to anticipated
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
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.
15) The antenna mounting height centerline of the proposed antennas is 129 feet above ground
level (AGL).
16) 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.
17) All calculations were done with respect to uncontrolled / general population threshold limits.
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
T-Mobile Site Inventory and Power Data
Sector:
Antenna #:
Make / Model:
Frequency Bands:
Gain:
Height (AGL):
Channel Count:
Total TX Power (W):
ERP (W):
Antenna A1 MPE %:
Antenna #:
A
1
RFS
APXVAALL24_43U-NA20
600 MHz / 600 MHz
/ 700 MHz / 1900
MHz / 1900 MHz /
2100 MHz / 2100
MHz
12.95 dBd / 12.95
dBd / 13.65 dBd /
15.45 dBd / 15.45
dBd / 16.45 dBd /
16.45 dBd
129 feet
16
700 Watts
7.17%
ERP (W):
Antenna A2 MPE %:
Frequency Bands:
Gain:
Height (AGL):
Channel Count:
Total TX Power (W):
ERP (W):
Antenna B1 MPE %:
2
Ericsson AIR 6449
2500 MHz / 2500
Frequency Bands: MHz / 2500 MHz /
2500 MHz
22.65 dBd / 17.3 dBd
Gain: / 22.65 dBd / 17.3
dBd
Height (AGL):
129 feet
Channel Count:
Make / Model:
22,096.08
Make / Model:
Total TX Power (W):
Sector:
Antenna #:
4
240 Watts
Antenna #:
Sector:
Antenna #:
Make / Model:
Frequency Bands:
Gain:
Height (AGL):
16
700 Watts
Channel Count:
Total TX Power (W):
22,096.08
7.17%
ERP (W):
Antenna C1 MPE %:
2
Antenna #:
Make / Model:
Ericsson AIR 6449
2500 MHz / 2500
Frequency Bands: MHz / 2500 MHz /
2500 MHz
22.65 dBd / 17.3 dBd
Gain: / 22.65 dBd / 17.3
dBd
Height (AGL):
129 feet
Channel Count:
Total TX Power (W):
36,356.09
8.64%
B
1
RFS
APXVAALL24_43U-NA20
600 MHz / 600 MHz
/ 700 MHz / 1900
MHz / 1900 MHz /
2100 MHz / 2100
MHz
12.95 dBd / 12.95
dBd / 13.65 dBd /
15.45 dBd / 15.45
dBd / 16.45 dBd /
16.45 dBd
129 feet
ERP (W):
Antenna B2 MPE %:
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
16
700 Watts
22,096.08
7.17%
2
Ericsson AIR 6449
2500 MHz / 2500
Frequency Bands: MHz / 2500 MHz /
2500 MHz
22.65 dBd / 17.3 dBd
Gain: / 22.65 dBd / 17.3
dBd
Height (AGL):
129 feet
Channel Count:
Total TX Power (W):
36,356.09
8.64%
1
RFS
APXVAALL24_43U-NA20
600 MHz / 600 MHz
/ 700 MHz / 1900
MHz / 1900 MHz /
2100 MHz / 2100
MHz
12.95 dBd / 12.95
dBd / 13.65 dBd /
15.45 dBd / 15.45
dBd / 16.45 dBd /
16.45 dBd
129 feet
Make / Model:
4
240 Watts
C
ERP (W):
Antenna C2 MPE %:
.
4
240 Watts
36,356.09
8.64%
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
Site Composite MPE %
Carrier
T-Mobile (Max at Sector A):
AT&T
T-Mobile MPE % Per Sector
T-Mobile Sector A Total:
15.81%
T-Mobile Sector B Total:
15.81%
T-Mobile Sector C Total:
15.81%
Site Total MPE % :
22.35%
MPE %
15.81%
6.54%
22.35%
Site Total MPE % :
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 600 MHz LTE
2
591.73
129.0
2.81
600 MHz LTE
400
0.70%
T-Mobile 600 MHz NR
2
1577.94
129.0
7.50
600 MHz NR
400
1.87%
T-Mobile 700 MHz LTE
2
695.22
129.0
3.30
700 MHz LTE
467
0.71%
T-Mobile 1900 MHz GSM
4
1052.26
129.0
10.00
1900 MHz GSM
1000
1.00%
T-Mobile 1900 MHz LTE
2
2104.51
129.0
10.00
1900 MHz LTE
1000
1.00%
T-Mobile 2100 MHz UMTS
2
1324.71
129.0
6.30
2100 MHz UMTS
1000
0.63%
T-Mobile 2100 MHz LTE
2
2649.42
129.0
12.59
2100 MHz LTE
1000
1.26%
1000
2.62%
1000
0.26%
T-Mobile 2500 MHz LTE 1C & 2C
Traffic
T-Mobile 2500 MHz LTE 1C & 2C
Broadcast
T-Mobile 2500 MHz NR Traffic
T-Mobile 2500 MHz NR Broadcast
2500 MHz LTE 1C & 2C
Traffic
2500 MHz LTE 1C & 2C
Broadcast
1
11044.63
129.0
26.25
1
1074.06
129.0
2.55
1
22089.26
129.0
52.49
2500 MHz NR Traffic
1000
5.25%
5.10
2500 MHz NR
Broadcast
1000
0.51%
Total:
15.81%
1
2148.13
129.0
• NOTE: Totals may vary by approximately 0.01% due to summation of remainders in calculations.
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
EBI Consulting
environmental | engineering | due diligence
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
Sector A:
Sector B:
Sector C:
T-Mobile Maximum
MPE % (Sector A):
Site Total:
Site Compliance Status:
Power Density Value (%)
15.81%
15.81%
15.81%
15.81%
22.35%
COMPLIANT
The anticipated composite MPE value for this site assuming all carriers present is 22.35% 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.
21 B Street, Burlington, MA 01803
.
Tel: (781) 273.2500
.
Fax: (781) 273.3311
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
Section 1 - Site Information
Site ID: CTNH568A
Status: Draft
Version: 1
Project Type: Coverage Strategy
Approved: Not Approved
Approved By: Not Approved
Last Modified: 6/9/2021 1:44:46 PM
Last Modified By: ANKIT.JAISWAL20@T-Mobile.com
RAN Template: 67E5A998E 6160
Sector Count: 3
Antenna Count: 6
Site Name: CTNH568A
Site Class: Monopole
Site Type: Structure Non Building
Plan Year: 2021
Market: CONNECTICUT CT
Vendor: Ericsson
Landlord: Not Specified
DR
Latitude: 41.53257000
Longitude: -72.87040000
Address: 1325 Cheshire St
City, State: Cheshire, CT
Region: NORTHEAST
AL Template: 67E5998E_1xAIR+1OP
AF
Coax Line Count: 0
TMA Count: 0
RRU Count: 6
Section 2 - Existing Template Images
T
----- This section is intentionally blank. -----
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1/8
6/15/2021
CTNH568A_Coverage Strategy_1_draft_2021-06-15
Section 3 - Proposed Template Images
67E5A998E.jpg
DR
AF
T
Notes:
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CTNH568A_Coverage Strategy_1_draft_2021-06-15
Section 4 - Siteplan Images
DR
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AF
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3/8
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
DR
Section 5 - RAN Equipment
Existing RAN Equipment
AF
----- This section is intentionally blank. ----Proposed RAN Equipment
Template: 67E5A998E 6160
1
Enclosure
Enclosure Type
Baseband
2
Enclosure 6160
RBS 6601
BB 6648
BB 6648
BB 6648
DUW30
DUG20
L700
L2500
L2100
U2100
G1900
L600
N2500
L1900
T
3
B160
N600
Hybrid Cable
System
PSU 4813
Ericsson Hybrid Trunk 6/24 4AWG 100m (x 3 )
Transport System
CSR IXRe V2 (Gen2)
RAN Scope of Work:
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/27b617fc-1fc9-4259-8549-3fd76db7426a?layoutId=17d88e19-1d4e-4d23-a…
4/8
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
DR
Section 6 - A&L Equipment
Existing Template: Custom
Proposed Template: 67E5998E_1xAIR+1OP
AF
Sector 1 (Proposed) view from behind
Coverage Type
A - Outdoor Macro
1
Antenna
Antenna Model
RFS - APXVAALL24_43-U-NA20 (Octo)
Azimuth
T
Ericsson - AIR6449 B41 (Active Antenna - Massive MIMO)
0/120/240
0/120/240
M. Tilt
Height
135
P1
Ports
Active Tech.
129'
135
L700
L600
2
P2
L700
L600
P3
129'
P4
U2100
L2100
U2100
L2100
N600
N600
L1900
G1900
L1900
G1900
Coax Jumper
(x2)
Coax Jumper
(x2)
Coax Jumper
(x2)
P5
L2500
N2500
P6
L2500
N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
E. Tilt
Cables
Coax Jumper
(x2)
TMAs
Diplexers /
Combiners
Radio
Radio 4480
B71+B85 (At
Antenna)
SHARED
Radio 4480
B71+B85 (At
Antenna)
Radio 4460
B25+B66 (At
Antenna)
SHARED
Radio 4460
B25+B66 (At
Antenna)
Sector Equipment
Unconnected Equipment:
Scope of Work:
*A dashed border indicates shared equipment. Any connected equipment is denoted with the SHARED keyword.
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/27b617fc-1fc9-4259-8549-3fd76db7426a?layoutId=17d88e19-1d4e-4d23-a…
5/8
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
Sector 2 (Proposed) view from behind
Coverage Type
A - Outdoor Macro
1
Antenna
Antenna Model
2
RFS - APXVAALL24_43-U-NA20 (Octo)
Ericsson - AIR6449 B41 (Active Antenna - Massive MIMO)
0/120/240
Azimuth
0/120/240
M. Tilt
Height
135
135
P1
Ports
Active Tech.
129'
L700
L600
P2
L700
L600
P3
129'
P4
U2100
L2100
U2100
L2100
N600
N600
L1900
G1900
L1900
G1900
Coax Jumper
(x2)
Coax Jumper
(x2)
Coax Jumper
(x2)
P5
L2500
N2500
P6
L2500
N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
E. Tilt
Cables
Coax Jumper
(x2)
TMAs
Diplexers /
Combiners
Radio
Radio 4480
B71+B85 (At
Antenna)
SHARED
Radio 4480
B71+B85 (At
Antenna)
Radio 4460
B25+B66 (At
Antenna)
SHARED
Radio 4460
B25+B66 (At
Antenna)
Sector Equipment
Unconnected Equipment:
Scope of Work:
*A dashed border indicates shared equipment. Any connected equipment is denoted with the SHARED keyword.
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/27b617fc-1fc9-4259-8549-3fd76db7426a?layoutId=17d88e19-1d4e-4d23-a…
6/8
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
Sector 3 (Proposed) view from behind
Coverage Type
A - Outdoor Macro
1
Antenna
Antenna Model
Azimuth
2
RFS - APXVAALL24_43-U-NA20 (Octo)
Ericsson - AIR6449 B41 (Active Antenna - Massive MIMO)
0/120/240
0/120/240
M. Tilt
Height
135
135
P1
Ports
Active Tech.
129'
L700
L600
P2
L700
L600
P3
129'
P4
U2100
L2100
U2100
L2100
N600
N600
L1900
G1900
L1900
G1900
Coax Jumper
(x2)
Coax Jumper
(x2)
Coax Jumper
(x2)
P5
L2500
N2500
P6
L2500
N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
E. Tilt
Cables
Coax Jumper
(x2)
TMAs
Diplexers /
Combiners
Radio
Radio 4480
B71+B85 (At
Antenna)
SHARED
Radio 4480
B71+B85 (At
Antenna)
Radio 4460
B25+B66 (At
Antenna)
SHARED
Radio 4460
B25+B66 (At
Antenna)
Sector Equipment
Unconnected Equipment:
Scope of Work:
*A dashed border indicates shared equipment. Any connected equipment is denoted with the SHARED keyword.
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/27b617fc-1fc9-4259-8549-3fd76db7426a?layoutId=17d88e19-1d4e-4d23-a…
7/8
6/15/2021
RAN Template:
67E5A998E 6160
CTNH568A_Coverage Strategy_1_draft_2021-06-15
CTNH568A_Coverage Strategy_1_draft
A&L Template:
67E5998E_1xAIR+1OP
Print Name: Standard
DR
Section 7 - Power Systems Equipment
Existing Power Systems Equipment
AF
----- This section is intentionally blank. ----Proposed Power Systems Equipment
1
Enclosure
Enclosure Type
Enclosure 6160
T
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/27b617fc-1fc9-4259-8549-3fd76db7426a?layoutId=17d88e19-1d4e-4d23-a…
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Town of Cheshire, CT
Property Listing Report
Map Block Lot
Building #
38180
1
Unique Identifier
00258300
Property Information
Property Location
1325 CHESHIRE ST
Mailing Address
CHESHIRE
CT
06410
Owner
CHESHIRE TOWN OF
Co-Owner
SEWER FILTRATION PLANT
Book / Page
0150/0376
Land Use
Light Industrial
Land Class
Industrial
Zoning Code
R-40
Census Tract
3431
Neighborhood
I-1B
Acreage
59
Valuation Summary
Utility Information
(Assessed value = 70% of Appraised Value)
Item
Appraised
Assessed
Electric
No
Gas
No
Sewer
No
Buildings
4106621
2874630
Outbuildings
19282346
13497640
Land
1914679
1340280
Public Water
No
Total
25303646
17712550
Well
No
Primary Construction Details
Heating Fuel
Oil
Building Use
Light Industrial
Year Built
1971
Heating Type
FHA
Building Condition
Good
Building Desc.
Commercial
AC Type
Central
Frame Type
Excellent
Bedrooms
0
Fireplaces
0
0
Building Style
Stories
1.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
0
Interior Walls 2
Bath Style
NA
Roof Style
Flat
Roof Cover
Composite Built Up
Interior Floors 1
Interior Floors 2
Composite
Kitchen Style
Occupancy
0
Report Created On
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
Building #
38180
Unique Identifier
1
00258300
Detached Outbuildings
Type
Description
Area (sq ft)
Condition
Year Built
Porch
Open
880
Average
1991
Poles
Light Fixtures
7
Average
1971
Lump Sum
Lump Sum
0
Average
1971
Fencing
Fencing
4000
Average
1971
Garage
Concrete Block/Frame
720
Average
1994
Patio
Concrete
200
Average
1971
Fencing
Fencing
4000
Average
1971
Loading Dock
Loading Dock
248
Average
1971
Shed
Average Shed
316
Average
1995
Paving
Paving
25000
Average
1971
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Year Built
Sales History
Owner of Record
Book/ Page
Sale Date
Report Created On
Sale Price
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
2
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Building Use
Commercial
Year Built
1971
Heating Type
Building Condition
Average
Building Desc.
Light Industrial
AC Type
Frame Type
Excellent
Building Style
Bedrooms
0
Fireplaces
0
0
Stories
1.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
0
Interior Walls 2
Bath Style
NA
Roof Style
Flat
Roof Cover
Composite Built Up
Interior Floors 1
Concrete
Interior Floors 2
Kitchen Style
Occupancy
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
3
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Oil
Building Use
Commercial
Year Built
1982
Heating Type
FHA
Building Condition
Average
Building Desc.
Light Industrial
AC Type
Frame Type
Excellent
Building Style
Bedrooms
0
Fireplaces
0
0
Stories
1.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
0
Interior Walls 2
Bath Style
NA
Roof Style
Flat
Roof Cover
Composite Built Up
Interior Floors 1
Concrete
Interior Floors 2
Kitchen Style
Occupancy
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
4
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Building Use
Commercial
Year Built
1971
Heating Type
Building Condition
Good
Building Desc.
Pump House
AC Type
Frame Type
Excellent
Building Style
Bedrooms
0
Fireplaces
0
0
Stories
2.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
0
Interior Walls 2
Bath Style
NA
Roof Style
Flat
Roof Cover
Composite Built Up
Interior Floors 1
Concrete
Interior Floors 2
Kitchen Style
Occupancy
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
5
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Building Use
Commercial
Year Built
1990
Heating Type
Building Condition
Average
Building Desc.
Light Industrial
AC Type
Frame Type
Excellent
Building Style
Bedrooms
0
Fireplaces
0
0
Stories
1.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
0
Interior Walls 2
Bath Style
NA
Roof Style
Flat
Roof Cover
Composite Built Up
Interior Floors 1
Concrete
Interior Floors 2
Kitchen Style
Occupancy
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
6
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Building Use
Commercial
Year Built
2006
Heating Type
Building Condition
Average
Building Desc.
Light Industrial
AC Type
Frame Type
Excellent
Building Style
Bedrooms
0
Fireplaces
0
0
Stories
2.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
Concrete Block
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
Interior Walls 2
Bath Style
NA
Roof Style
Interior Floors 1
Kitchen Style
Interior Floors 2
Occupancy
Roof Cover
0
Metal
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
Building #
38180
7
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Oil
Building Use
Commercial
Year Built
2014
Heating Type
FHA
Building Condition
Average
Building Desc.
Pump House
AC Type
Central
Frame Type
Good
Bedrooms
0
Fireplaces
0
0
Building Style
Stories
0.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
Concrete Block
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
Interior Walls 2
Bath Style
NA
Roof Style
Interior Floors 1
Kitchen Style
Interior Floors 2
Occupancy
Roof Cover
0
Metal
0
Attached Extra Features
Type
Description
Canopy
Metal
Area (sq ft)
774
Condition
Very Good
Report Created On
Year Built
1971
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
8
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Oil
Building Use
Commercial
Year Built
2014
Heating Type
FHA
Building Condition
Average
Building Desc.
Office Building
AC Type
Central
Frame Type
Good
Bedrooms
0
Fireplaces
0
0
Building Style
Stories
0.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
B. V. Solid
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
Interior Walls 2
Bath Style
NA
Roof Style
Interior Floors 1
Kitchen Style
Interior Floors 2
Occupancy
0
Roof Cover
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, CT
Property Listing Report
Map Block Lot
38180
Building #
9
Unique Identifier
00258300
Primary Construction Details
Heating Fuel
Oil
Building Use
Commercial
Year Built
2014
Heating Type
FHA
Building Condition
Good
Building Desc.
Pump House
AC Type
Central
Frame Type
Very Good
Bedrooms
0
Fireplaces
0
0
Building Style
Stories
0.00
Full Bathrooms
0
Bsmt Gar
Exterior Walls
Concrete Block
Half Bathrooms
0
Fin Bsmt Area
Exterior Walls 2
Extra Fixtures
0
Fin Bsmt Quality
Interior Walls
Total Rooms
0
Building Grade
Interior Walls 2
Bath Style
NA
Roof Style
Interior Floors 1
Kitchen Style
Interior Floors 2
Occupancy
Roof Cover
0
Metal
0
Attached Extra Features
Type
Description
Area (sq ft)
Condition
Report Created On
Year Built
9/23/2021
Town of Cheshire, Connecticut - Assessment Parcel Map
.1 3
325.46
202.41
100.63
202.41
111
#5
1.12 Ac
141
# 1369
1.06 Ac
228 .70
259 .82
112
#7
1.26 Ac
202.41
R
CA
R IA
GE
U
HO
Y
WA
SE
27 7
295.92
22
# 1344
1.3 Ac
381
21 9
4
# 1355
1.27 Ac
.9 4
143
#5
1.09 Ac
E
ST
27
9
149
5
12
.5 1
3
10
.1 5
0
20
114
23.56
83
.9 4
24
# 1322
0.94 Ac
5
17
3
# 1339
0.92 Ac
5
10
3
IR
0
11
49 .7
SH
0
20
6
91
70
23
# 1338
0.32 Ac
IDGE DR
200
85
S
H
M IT
.6
1
PL
85
22 1
32
# 532
1.23 Ac
201
31
# 526
0.92 Ac
5
32
OA KR
0
20
10 1
224
1
28
E
CH
40
# 540
5.75 Ac
290
41
# 1326
1.25 Ac
0
20
42
# 1320
1.55 Ac
2
30
118.51
60.0 9
114
# 11
1.64 Ac
82
.6
25
18
#1
135
113
#9
1.4 Ac
.2 5
80
13 3
200
42
97
43
# 1314
1.68 Ac
32
194.51
200
6.
42
23 8.
19 4.
90.4 1
PL
300
5
#4
0.52 Ac
7
16
85 .61
100 .51
8
6
MA RK S
156 .70
130.9
290 .94
3
6
12
1
.3
.4
80
93 .4
14 5
10 1.4
201 .26
115
# 13
1.98 Ac
254 .07
130
# 499
1 Ac
176
297 .05
9
80.22
SA BL
90 .70
4
193
11
.4
296 .58
305 .13
17
# 1392
0.7 Ac
12 0
50 .7
129
# 495
1.17 Ac
# 575
1.12 Ac
15 0.18
97.63
E CT
0
44
# 1308
1.12 Ac
131
# 503
1.14 Ac
40.87
94 .5
19 8
272.90
Location: 149
1325 CHESHIRE ST
166.80
120
Parcel: 00258300
23.56
148
# 1314
0.92 Ac
10
7
4
15
200
2
# 1311
0.36 Ac
9
12
490
29
5
.5
22
5
.0
7
29 5
.1
17
2
.5
46
20
0
6
15
5
25
9
6
64
.4
DE N
2
.4
22
8
15 3.
7
8
12
.0 8
69
# 11
0.96 Ac
58 5
208.51
7
20 .8
16 2.02
20
0
31.24
31
R
ED
S ID
ER
20 0
1
87 .1
640
.4 4
4
17
6
# 540
0.92 Ac
9
# 660
1.13 Ac
7
# 620
1.03 Ac
8
# 640
1.01 Ac
.4 4
165
# 525
1.05 Ac
259.9 3
480
15
Feet
1 inch = 308 feet
22 9
18 1.
320
20 1
160
133
# 453
Scale:
0.94 Ac
166
# 545
1.14 Ac
RD
RD
0
132
# 449
Approximate
0.92 Ac
22 0
20
1
IL L
EH
L
HIL
200
151
# 457
0.92 Ac
20 0
X
FO
229 .32
152
# 475
1.01 Ac
18 0
20 0
19 5
RIV
55
U IR
20 0
351
300
229.4 4
20 0
78
3 Ac
5
# 530
0.94 Ac
182
145.2 7
22 0
168
# 490
1.08 Ac
SQ
172
0.22 Ac
20 0
227
171
# 450
2.03 Ac
23 0
265
170
# 454
1.1 Ac
19 0
NO B HILL RD
173
# 210
1.1 Ac
169
# 470
0.97 Ac
26 5
0
20
60 5
131
# 195
3.88 Ac
.2
230
27 0
174
# 226
3.27 Ac
167
# 510
1.67 Ac
50
181
# 520
1.8 Ac
62 0
34 0.1
21
3
72
#5
0.92 Ac
.7 2
71
#7
1.1 Ac
332.05
175
# 240
2.67 Ac
7
119 .11
30.57
70
#9
1.26 Ac
.2
64
8
10
7
328
4
.3 6
216.69
30
5
44 0
11 6
33
.0
.1
.9
4
65
0
23
84.85
22
5
128 .08
CIR
74
#6
0.92 Ac
75
# 10
0.93 Ac
W OR
4
177
# 270
1.83 Ac
15
5
22
3
.9
8
.5
68
# 13
1.02 Ac
150
176
# 256
2.02 Ac
6
14
0
76
# 20
0.92 Ac
.5
19
1
13
6
77
# 30
0.92 Ac
17
5
25
9
3
.4
18
1
.1 5
.5 3
.8
5
20
6
8
15
5
.1
20
6
67
# 15
0.92 Ac
27 0
1
# 1301
0.2 Ac
3
13
66
# 17
0.92 Ac
20
0
119 .29
73
8
20
0
180
# 1325
59 Ac
39
# 91
1.58 Ac
142
# 19
0.94 Ac
.5
12 0
6
22
33
# 94
1.68 Ac
182
# 555
1.89 Ac
QU
15
# 550
INN
IP
IA C
CT
14
0.92 Ac
Map Produced:
July 2021# 625
0.94 Ac
Disclaimer: This map is for informational purposes only All information is subject to
verification by any user. The Town of Cheshire and its mapping
contractors assume no legal responsibility for the information contained herein.
3