HomeMy WebLinkAbout014-842-22-1102-LUP-2023-144 - � UBMIT COMPIETED AVPLICATION ANO
F�ro: APPtICATION FOR LAND USE VERMIT
Sawyer Counry SAWYER COUNTY,WISCONSIN
Zoning&ConservaHon DeDart. - . � I �l '� ' !y '3 �Am �
10610 Main St Suite 49 �+�e s�.,mo rn.rP�.«e� ����C� � y-�
.1_..��s - W
Hayward,W154843
pis�eaa-szsa � // � C fl�C�$ S �3 � v 1
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INS:RUCflONS�NoOermittwillhe�ssueduntfialiteesareDaid. �C3'1�.� � T� �
Checks are matle Payabie to:Sawyer Courrcy Zoning Department �•• � .`.�."...' .`....
prJ�ttrs�as�r+:oNs*a�.:rrionr mt����n�:�pam'eua�;FScea qS,,,Fo`oaau:-arv; OrigfnalAppUcafionMU5T6esubmitted F INH (N�PEN�IL) �
$u� tt .,.:!•��, pl:..�i�,� �...�:r:if�.N i._,.�r t ._r-.. ..,..i,_,
_—__—_"__...—_____ _ _—'_`__'_'._._
Qwner(s)Name: �� Contractods)Name � �'�,
� -�1 �r� TB�
! Verizon Wireless W� �
�, Mailing Address: Mailing Address:
', 49030 Pontiac Trail Suite 100 Wixom, MI 48393
' P�°°e 952-607-1439 - , 'h°°e:
"I-Ema;,: --dknapek@smj-Ilc.com Ema��: �
' SHei�'-add��ess. � r13063 WEST OLD 00 RD HAYWARD.WI 54843 , . � OrDateappliedtor. �
legecy p�ry g � � � �� Town of: � � '.
-�
Permit delivery MeMod i ;Call Owner �.R+lail Owner -Git Contractor �Mail ConKactor i
/\ ----. -___�--
j Is Property/Land within 3Q0 feet of River,Stream ,�<i
Distance Strudure is hom Shoreline: Is your Property I
°"`� '� feet i�Flaadplain a�e Wetlands
I� Creek or Landward side of PloodO�aio? !f yr� ,_o�t�nue Present? �
Shoreland - � -----� Z°"e'
Is Pro Ve5 i
perty/Land within 3000 teet ot Lake,Pond or Flowage i Diztance Structure is hom Sboreline: Yes
i',�ec--�_ + _�� --►' feet No No �
(
Non-Shoreland
Describe Projett Total k of
vaiue at Time of project type Foundation What Type&Capacity is the
Completion Number 6edrooms
•inc!ude donated �House,garage,shed,deck, �Basement, Sewer/Sanitary System(s)
nddicion,etc...� of Stories ��awispace, Post
time&materia� �ist separately Slab) construction
S i I '
�
o..���
$
Accessory BWg
5 25,���.�� Verizon Eqwpment Mod�fication
addiUon/Ntera�lon
�
Height:
TotalSquare LowesY
Proposed Use � Proposed Structure Dimensions Footage Grade to
(mukiply per Highest
story► Deak
( x )
� Residence Ft.
with 2n°story or loft ( x � Ft.
( X )
with Basement Ft-
( X }
_ Attached Garage Ft.
� Residential Use
Acceswry Structure le,o�a„� { X ) i
; Agriculturel "e"•�eP"""'. ° � Ft.
Use 1Temporary Guest Quarters or Bu�khouse(orcie�tiPet ( x �
Ft.
( x } �
�Commertial/ DeckJPorch/Patio F�.
Industriai Use ( x )
(2nd)Oeck/Porch/Patio ft.
_ Municipal Use ( x i ;
✓i OthEr�e..�iain; {r � (1���T�l 1� i Ft.
' _ Other ( x 1 i
iPrincipalStrutture��6��,��in��alcom�*��roa�.ti+u��.-�a.�ic.�, ' �� Ft. �
� x ) ! �
i Addition(Alteretion,e<cia�.•�.� � �. Ft.
i
i ''�� Total Non-habitable square feeC �
�. i Total habitable square feet: � idecks,pano<.;arages.sheds.srorage area 3�ct�er,:rur.,uresl
" —' Original Appiication MUST be submitted
'�. Attach a Plan or Sketch your Property on 8.5" � ll" or 8.5` x 14" paper: •Must• Include location and setback of proposed and exiseng siructures, roads, �
dri�eway,sanitary components,well, lake, rivet, stream,and wetlands.
�. Description Setback p¢�yfption Setback
__--- __ __
_ _. _ Meawrements Meawrements �
� _—_..-- �__._._.. ��._ --.._---
��. Setback from the Centerline of Platted Road and/or ���. feet �� Set6ack from the Lake (�ro. �.n-e �:,n-war�. -.a.,) feet ���.
-. Setback fram the EstablisF�ed Right-of-Way '' Feet '. Setback (rom the River_Stream,Creek __� Feet '��.
=- �� . .. . _ - , - — _ .
f ? i Setback Rom the Bluff ra�,�,�sae � Peet }
� ___... ._._.---. .. ..__.._- ' - . -._--.-.- _____`.--�
- Sethack from the North Lot �ine � Feet : . __„___ . 1
�..,._�.__.__ --. .__. .. .._.___ � .--._._._---� .
: Setbatk from the South Lot Line ` Feet ; Setback from Wetland Feet a
,_.__..�mm.�__ . ,
' ------------......_._ __.
! Setback from the West Lot !ine � Feet ; Siope within area of construction/disturba�ce % Slope i
' ------ � --- - '��,
: Set6ack (rom The East Lot Line ; Feet = Elevatlon of floodplairt I Feet
_�._... __._.. � ----a -.._ ._.___---- -__._._-
"--- -..__------ � ---�- '--- -.._..__ . _ ' -__ _. ._...i_ —{
: Setback to Septic Tank or Halding Tank ���. Feet �� Setback to Well �� Feet '��
- ----'
'. Setback ,o Drain Field - Feet !
'�. Setback to Privy lPortable, Compo>tingJ Feet ; 1
'�. . . . � . . .. . . . . . . , . . . _ �
_
• • � � � r- � • - � • •- . !j
. . . ,.. . "
I � Calculate impervious surfaces. (Rooted, co�crete, paved, and other surfaces that water cannot pe�etrate.The Zoning Offlce can help you determine If a ;
'� surface is considered impervious) i,
'. Calculatelotarea: ��
�, Indicate fot size from C5M o� NOVUS �drele one}�. Acres: Muhiply by 43,560 = Lot area� ___ . _ Squace Pootage '
�_ �
' Calculate imperv�ous wrface area: � _ , �
� Determine the total size, in square feet, of your projects li3teda�e (indude eav �:� sq ft.
`
� Determine the total size, in square feet, of ali existing roofed structurc� indudecuv� sq k.
/ _
'��. Determine the total size, in square feet, of aii existi avedlbricked(bbcked surfaces: �"�F sq h. i
� Add ihese m emenis to determine total Impervious surfaces: sq� i
� Calculate impervious Iot percentage �.
'ff Total impervious wrface: - Lot area� Sq ft. X 100= impervious surface Y= '
i �N,�bga:ion �s repui�ed rf co.al eKce^cs L%j ��
•••Notice a separate grading permR needs to be obtained if disturbed area is within the Shoreland district as indicated on previous page and meets criteria bebw"' �.
Grading on a slope reater than 20% Gradi�g of more than 1,000 Sq. Ft. on 129'>-20% slopes ' ',
Grading of more than 1 000 Sq. ft. on Slopes less than 12% � Grading is in 2xcess of 10,000 Sq. Ft. � '��.
i �we� dedare that this appGration prdudmg aay acc.,mpanymg ��n orma;io�� has neer eramined by me (us�and to!he bes?ef�ny iour) knowledge and belief it �s t�ue, cwrect ar�
� compl?te, i fwe)ack,�rowiedge that: (we) am (arel '�pnnsi6le for the defa�'aoo accuracy o�all Info*maUon i �we} am;a el orov��dirg and Nat ic wdl be reliea upon by Sawyer
( Couaty in determtning whether to issue a per;r�t. I (we1 t�rther accept :iabil➢ty whlch may be a resWc o�Sawyer County reiy�r�g on lhis ��nfo�maticr � iw=) am(areE prov�ding�n er
'. wich tnis applicatien. 1 Ewe� consent ro ceunry off.Gals chzrged with adm�oistering cowty crCina�ws to have access te the above described propeny at anv �easonable time for th= i
i
� purpose of !nspeaion. Add�tfonatly,the undersigoe0 person(s) hereGy�;ve perm;ssior for acce>s to .he property for o�5ite insoection by Muniupal Officials. �
i
? Ownet T���' � � ��e� Drew Knapek!Agen[for Verizon Wireless 05�09I2023 .
2
i Signature U � Printed name Date
, ' fE . . . � . . . � . . .. . '�,
� . . - .. . t hv .^ _ _ .. . , . . . . � . � . � �
__�. . . :d:: _ lo _ . .. . . ,. . _..
Vou are responsibie for compPfing wrth Ihe requirements ofthe Savrye•Counfing Zoning Ordinances and iaw anc regu'a`,ront of the Stare a W�sconsin. vou are aiso resoonsib�e`or �,,,
cumpH��B wi2n Sta'e and Federal laws amceming construction near or cr.wetlands, lakes, and streams. Gaiicre ce compiy may res�!t ir remova� or modi£cafion ef corts:rucY�ce ��,
tiat violates;he 'aw or other penal.ies or msu. For more information, visit the deoar,ment of natural resources wetlands identification web paee or mntact a�epar.^�ent or '�
; nawral resources Serv�re center(6C8?267-3.:5
i Issuance Information (County Use Oniy) Sanitary Number: a of bedrooms:
�
iPermit Denied tDate): Reason for Denlal:
� i
�� lssuin a ent: Oate: �
� Pecmit N: � B B
�. � � � �, � - � a �. �
�
�. Is Parcel a Sub-Staadard lot . Yes (oeed ot aecorol . N igation Reqwred � Yes � . No ,
� Is Parcei in Common Ownership Yes Ifusedltom�guous Lo.ysq itigation Attached ' � Yes � No ��
�. Is StraRure Non-Conformmg ves �� � �
L_- -____
'�. Granted by Variance (B.O.A.) � G2nted by Conditional Use
� Yes No [ase#: � Yes No ���: _ '
� Was Parcel Legally Created � Yes No '� were Property Lines Rep�e>enced by Owner i Yes No ��.
�� Was Proposed Buiidmg Site Deimeated � Yes No . `Nas ProDertY Surveyed ', Ves No ��
I Office Comments: Zone D�striR: i Fee�
, G(a w�- �"�� � �i��.fi' n ' - �
. o _ _�'` s��
._��_ _
, _-
-- —
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-- �
,. .. .. „ ,�� �, . .
- ,d^ i..�ty � e. : . 1- '�T? . _ . ' . . "_ _ . — � .
_.. . ... .._.__.___'__
�Jan2020
Redl Estate Sawyer County Property Property Status: Current
Listing
Today's Date: 5/22/2023 Created On: 8/16/2010 8: 15:41 AM
Description Updated: 12/28/2022 Ownership Updated: 12/28/2022
Tax ID: 40840 TOWN OF HAYWARD WI
P�N: 57-014-2-42-08-22-101- LENROOT
000-000020
Legacy PIN : 014842221102 Billing Address: Mailing Address:
Map ID: . 1.2 TOWN OF TOWN OF
Municipality: (014) TOWN OF LENROOT LENROOT LENROOT
STR: 522 T42N R08W 12215N US HWY 63 12215N US HWY 63
Description: PRT NENE
HAYWARD WI 54843 HAYWARD WI 54843
Recorded 34.950 Site Address * indicates Private Road
Acres:
Lottery 12997W OLD 00 RD HAYWARD 54843
Claims: �
First Dollar: No Property
Zoning: (F-1) Forestry One Assessment Updated: 5/13/2011
ESN: 400 2023 Assessment Detail
Code Acres Land Imp.
Tax Districts Updated: 8/16/2010 X4-EXEMPT 34.950 0 0
1 State of Wisconsin OTHER
57 Sawyer County 2_Year
014 Town of Lenroot Comparison 2022 2023 Change
572478 Hayward Community Land: 0 0 0.0%
School District
001700 Technical College �mproved: 0 0 0.0%
Total: 0 0 0.0%
Recorded
Documents Updated: 8/16/2010
QUIT CLAIM DEED Property History
Date Parent Properties Tax ID
Recorded: 1/30/1992 22�313 479/386 57-014-2-42-08-22-1
AGREEMENT
01-000-000010 17151
Date 365027
Recorded: 2/1/2010
HISTORY Expand All Historx White=Current Parcels Pink=Retired Parcels
Tax ID: 17151 Pin: 57-014-2-42-08-22-1 01-000-000010 Leg. Pin: 014842221101 Map
ID: . 1.1
40840 This Parcel Parents Children
SMJINTERNATIONAL O�
49030 Pontiac Trail, Suite 100
Wixom, MI 48393 I�f�/ �
www.smj-llc.com ry�
Ma 9 2023 �O��G'_vYF ,!?�?J�
y � �0 9c D
0
Sawyer County ����srqqTY
Attn: Zoning Department �ON
10610 Main St. Suite 49
Hayward, WI 54843
715-638-3224
Re: Verizon's Proposed Upgrade 2023 project at:
13063 West Old 00 Road
Encl: 1 Zoning / Building Application
1 Set Construction Drawings
1 Set Structural Analysis
1 LOA
Building and Inspection:
I have previously been in touch with your department regarding Verizon's proposed upgrade at 13063 West Old
00 Road, to improve wireless communication services in your area. Verizon's proposed installation is an upgrade
that will consist of adding, removing, and replacing antennas and associated equipment on the tower an on the
ground.
As such, the proposed installation:
Will not extend the height of the structure;
Will not expand the existing fenced compound;
Will not add any lighting to the tower; and
Will not change the existing use of the Wireless Communication Tower.
Accordingly, please find enclosed a completed application package for building approval along with the above-
listed materials.
If approved, please remit a copy of the completed permit and fee via scan/email or fax to:
Attn: Drew Knapek Phone: (952) 607-1439
49030 Pontiac Trail, Suite 100 Fax: (888) 745-4719
Wixom, MI 48393 Email: dknapek@smj-llc.com
As always, feel free to contact me with any questions or concerns. l look forward to hearing from you.
All the best,
.�eru+ ���v.�
Drew Knapek
SMJ �NrEa.,,r��N �_
�9030 Pontiac "1'rail • Suitc 100 1 Wixom • Michigan • L�.S.A • 48393 � P: (616) 745-d777 ; F: (888) 745-a719
691 Ouellette Avenue • Windsor • Ontario • Canada • N9A 4J4 � P: (519) 915-1349 � F: (888) 745-4719
AMERIGAN TOWER"
C O R P O R A T I O N
LETTER OF AUTHORIZATION FOR PERMITTING
ATC SITE#/vA�iE/PROJECT: 311285/SEELEY V�"I/14430074
SITE ADDRESS: 12997 W OLD 00 RD, HAYW'ARD,W7 54843
APN: 014-842-22-1 l02
LICEVSEE: VERIZON WIRELESS dba VERIZON WIRELESS
SITE ACQUISITION VENDOR (APPLICANT REPRESEVTATIVE): SMJ CONSULTING
SERVICES LLC
I, Margaret Robinson, Vice President, UST Legal for American Tower*, owner/operator of the tower
facility located at tlle address identified above (the "Tower Facility"), do hereby authorize VERIZOl\
WIRELESS dba VERIZO'v V�'IRELESS,SMJ CONSULTING SERVICES LLC their successors and
assigns, andior their agent, (collectively, the '`Licensee") to act as American To��er's non-exclusive agent
for the sole purpose of filing and consummating any land-use, building, or electrical permit application(s)
as may be required by the applicable permitting authorities for VERIZ01� WIRELESS
telecommunications' installation on the Tower Facility.
I understand that these appLications may approved with conditions. -['he above authorization is limited to
the acceptance by Licensee only of conditions rclated to Licensee's installation and any such conditions of
approval or modifications will be Licensee's sole responsibility.
Signature:
�
���` � ,
�
Print Name: Margaret Robinson
Vice President,UST Legal
American Tower*
NOTARY BLOCK
Commonwealth of MASSACHUSETTS
County of Middlesex
This instrument was acknowledged before me by Margaret Robinson, Vice President, UST Legal for
American Tower*, personally known to mc (or proved to me based on satisfactory evidence of
identification) to be the person whose name is signed on the preceding or attached document and
acknowLedged to me that they signed it voluntarily for its stated purpose.
WITNESS my hand and ofticial seal,this 26`�day of April,2023
�it}!'-1k1' til ;�i � it? �.-���`�
, � \
��f � �
�
. : ��xary Pirbfic � �'� � .1
. t U!FLtSS.^-. .�"�N ;V1E � .,.� :: .. _
�
����] ' i `;� ;vo��ry�ubt;.����RC M��'uc�i�n35tii���7 rt�iz�ey.13srch 14.'O24
� ���`� :c�,, ,^nwea�^,nt r.tas�ac�t�se".: t
^.lv i�lj"1t:'-�SS�')n ElU1fG5 7Ylit:'' �- .
tO Presidential Way •Woburn,MA 01901 • 78'.926 4500 0ffice• 181.926.A555 Fax • www.amencantower.com
AMERICAN TOWER�
C O R P O R A T I O N
" American Tower is defined as American Tower Corporation and any of its aftiliates or subsidiaries.
1�Presidential Way •Woburn,MA D1801 • 7819264504 OHice• 781,926.A555 Fax • www,americanrower.com �
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r ! i�".:� t �.���' Y��i:.ru°�'v%G:YsFa""}' 3 �S�v j'P+ y ; a}'�'�� � �30
�. � ��i�� x���� ���1��- �,�� j� �' +�� �t � � ,`
� . 5 r , �"+�' �`s.� ., „��; �`1 �r . ��
i
N �G AMERICAN TOWER®
t?}y ATC TOWER SERVICES LLC
Seeley 3500 REGENCY PARKWAY
41 L00 SUITE 100
W
CARY, NC 27518
PHONE68-0112
Lenroot 406911
Landing -10
a
THE USE AND PUBLICATION OF THESE DRAWINGS
4f!
- ? OR
AMERICAN TOWER" DISCLOSUHICHRE
EOTHERHEY ARE THAN
THAT HI HUSELATES BE RESTRICTED TO THE ORIGINAL SITE •_
DISCLOSURE OTHER THAN THAT WHICH RELATES _
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
r NOR THE ENGINEER WILL BE PROVIDING ON -SITE
ATC SITE NAME: SEELEY WI = CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTORS) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
ATC SITE NUMBER: 311285 CARRIER OF ANY DISCREPANCIES. ANY PRIOR
r ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
,r• THE LATEST VERSION.
VERIZON SITE NAME: SEELEY
Ier►r°at REV. DESCRIPTION BY DATE
VERIZON SITE NUMBER: 5000038895 SITE LOCATION 0� FOR CONSTRUCTION VAR _WR493-
r VERIZON FUZE PID: 16945970 F
VICINITY MAP SITE ADDRESS: 13063 WEST OLD 00 RD LOCATION MAP
HAYWARD, WI 54843 ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON AMENDMENT DRAWINGS VERIZON SITE NAME:
SEELEY
COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX
SITE ADDRESS:
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV: DATE: BY: 13063 WEST OLD 00 RD
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: NO: HAYWARD, WI 54843
FOLLOWING CODES AS ADOPTED BY THE LOCAL 13063 WEST OLD 00 RD
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS HAYWARD, WI 54843 TOWER WORK: G-001 TITLE SHEET 0 05/04/23 VAR SEAL:
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY: SAWYER REMOVE (3) SECTOR FRAME(s), (6) ANTENNA(s), (3) TMA(s), AND (12) ���111111i111 G-002 GENERAL NOTES 0 05/04/23 VAR
1-5/8" COAX CABLE(s) 1 �111
THESE CODES.
INSTALL (3) SECTOR FRAME(s), (12) ANTENNA(s), (9) RRH(s), (3) \ NS IIIf
1. INTERNATIONAL BUILDING CODE (IBC) GEOGRAPHIC COORDINATES: OVP(s), AND (3) 1-5/8" HYBRID CABLE(s) C-101 DETAILED SITE PLAN 0 05/04/23 VAR \` ,� tlff�,
2, NATIONAL ELECTRIC CODE (NEC) LATITUDE: 46.11106111 GROUND WORK: C-102 DETAILED SHELTER PLAN 0 05/04/23 VAR SANTHOSHA
3. LOCAL BUILDING CODE LONGITUDE:-91.34824722 REMOVE (6) RRU(s)
4. CITY/COUNTY ORDINANCES GROUND ELEVATION: 1401' AMSL INSTALL (2) OVP(s) C-201 TOWER ELEVATION 0 05/04/23 VAR SHANBHOGUE
C-401 ANTENNA INFORMATION a SCHEDULE 0 05/04/23 VAR E-49097
C-501 CONSTRUCTION DETAILS 0 05/04/23 VAR � ly z
CARP 1�
E-501 GROUNDING DETAILS 0 05/04/23 VAR NC \ S�
JEC
1. THE FACILITY IS UPNM"AN EDT NOTES R 601 SUPPLEMENTAL I��' O N A `,\\\\\\1`~
PROJECT TEAM 2, A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A R-602 SUPPLEMENTAL '�11111I1111)1
AND MAINTENANC.
TOWER OWNER: APPLICANT: 3. TIHOE NTH PROJECT WILL OT RESULTFOR ROUTINE" N ANY SIGNIFICANT EAND MOUNT ANALYSIS SHEETS Authorized by IIEOR'
AMERICAN TOWER VERIZON WIRELESS DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL 05 May 2023 04:53:17 ccS On
10 PRESIDENTIAL WAY IS REQUIRED. C]
WOBURN, MA 01801 5. HANDICAP ACCESS IS NOT REQUIRED,
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ENGINEER: ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED I_
ATC TOWER SERVICES, LLC
REVIEW UNDER U.S.C. § 14 A MODIFICATION OF AN — verizonl/I
EXISTING WIRELESS TOWER THATHAT INVOLVES CONTRACTOR PMI REQUIREMENTS
VOLVES THE
3500 REGENCY PKWY STE 100 COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
UTILITY COMPANIES CARY, NC 27518 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). pMl ACCESSED AT: HTTPS://PMI.VZWSMART.COM ATC JOB NO: 14430074_G5
POWER COMPANY: XCEL ENERGY PROPERTY OWNER: THE TOWN OF LENROOT SMART TOOL VENDOR PROJECT NUMBER: 10189247 CUSTOMER ID: SEELEY
PHONE: (800) 695-1999 PROJECT LOCATION DIRECTIONS CUSTOMER#: 5000038895
TELEPHONE COMPANY: CENTURY LINK 13063 WEST OLD 00 RD VZW LOCATION CODE (PSLC): 5000038695
PHONE: (800) 201-4099 HAYWARD, WI 54843 TITLE SHEET
"'PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT
FROM SAWYER COUNTY AIRPORT: HEAD SOUTH ON N AIRPORT RD
rem TOWARD W HOSPITAL RD, TURN RIGHT ONTO W HOSPITAL RD.
Ave-usTURN RIGHT ONTO US-63 N. TURN RIGHT ONTO W COUNTY HWY MOUNT MODIFICATION REQUIRED: YES SHEET NUMBER: REVISION',
00. TURN RIGHT TO STAY ON W COUNTY HWY 00.
I VZW APPROVED SMART KIT VENDORS: PAGES FOR VZW SMART KIT AIPPROVEDINGS VENDORS C 101 0
REFER TO Call b&" Tom+ &D.
SITE PLAN NOTES:
i
1- THIS SITE PLAN REPRESENTS THE BEST PRESENT
KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE
TIME OF THIS DESIGN. THE CONTRACTOR SHALL
VISIT THE SITE PRIOR TO CONSTRUCTION AND
VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT,
2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM THE EXACT
LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS
OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET
THE ATC SPECIFICATIONS.
3. NO ELECTRICAL SCOPE IS INCLUDED IN THIS
PROJECT.
LEGEND
®
GROUNDING TEST WELL
ATS
AUTOMATIC TRANSFER SWITCH
B
BOLLARD
CSC
CELL SITE CABINET
D
DISCONNECT
E
ELECTRICAL
F
FIBER
GEN
GENERATOR
G
GENERATOR RECEPTACLE
HH, V
HAND HOLE, VAULT
IB
ICE BRIDGE
K
KENTROX BOX
LC
LIGHTING CONTROL
M
METER
PB
PULL BOX
PP
POWER POLE
T
TELCO
TRN
TRANSFORMER
CHAINLINK FENCE
PROPOSED CABLE NOTES:
1, ESTIMATED LENGTH OF PROPOSED CABLE IS 316'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAD
CENTER AND THE DISTANCE FROM THE SHELTER
ENTRY PLATE TO THE TOWER (ALONG THE ICE
BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF
15 % (OF THE TWO PREVIOUS VALUES), CDS DEFER
TO GREATEST CABLE LENGTH.
2. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER. OTHERWISE, ATTACH CABLES TO
HORIZONTAL OR DIAGONAL TOWER MEMBERS
USING PROPOSED STAINLESS STEEL ADAPTERS (DO
NOT ATTACH TO TOWER LEG).
TO
X
EXISTING VERIZON
11'-7" X 26"-0" SHELTER WITHIN A
800 SO. FT GROUND SPACE
X
VERIZON
(EMPTY)
4' X 6'
� t
r
PROPOSED (3) 1-5/8" HYBRID CABLE(s)
(ROUTED PER PROPOSED CABLE LENGTH NOTE 2)
(REFER TO PROPOSED CABLE LENGTH NOTE ON
THIS PAGE)
EXISTING (12) 1-5/8" COAX CABLES
(TO BE REMOVED)
SELF SUPPORT
TOWER
CONDUIT
lB
� 1v7'1
VERIZON
1,000 GALLON
PROPANE TANK
ON A}
4'-7" X 10'-0"
CON. PAD 1 T F G PLATFORM
DETAILED SITE PLAN
GRAPHIC SCALE 2N 0 0 10 20
( IN FEET)
1 UNIT= 20 FEET
T ~,
SURrAGE
x
X
x
m
TRN
Authorized by "EOR"
05 May 2023 04:53:17
Ak
AMEMCAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
. _� R CONSTRQQTj ]N _ _ VAR 05/04/23
///A0
z.
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD. WI 54843
SEAL:
♦
,�=
SANTHOSHA
SHANBHOGUE
E-49097
CARY w
o NC
��.e►
8n
vel Mon%/
ATC JOB NO-
14430074 G5
CUSTOMER ID:
SEELEY
CUSTOMER #:
5000038895
DETAILED SITE PLAN
SHEET NUMBER: REVS ON
C-101 0
EXISTING VERIZON
i 1 "-7" X 26"-0" SHELTER WITHIN A
800 S0. FT. GROUND SPACE
EXISTING VERIZON WIRELESS
(6) RUL01 B13 RRUs
(TO BE REMOVED)
PROPOSED VERIZON WIRELESS
(1) RVZDC-3315-PF-48 OVP, AND
(1) RVZDC-4520-RM-48 OVP
(TO BE INSTALLED)
I
-4 - -,Y�
PROPOSED GROUND EQUIPMENT LAYOUT
�J
GRAPHIC SCALE
5 N
( IN FEET)
1 UNIT = 5 FEET
//Vh 41C1 -1-0r0- I.VHR
E REMOVED)
'OSED (3) 1-5/8" HYBRID
Authorized by "EOR"
05 May 2023 04:53:17
AMERICAN TOWER®
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION -
REV. DESCRIPTION BY DATE
A0 --FOR CONSTRUCTION VAR ...QW04)23
A
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD, WI 54843
SEAL:
j1►►(►111111NIL�F,
SANTHOSHA s
SHANBHOGUE
E-49097 j w
CARY 4'=
s o
:.n NC Z�
•''f'Jr��f1
0 N A � �`��,��
��
�'f111111111111
;On
venzon)'_
ATC JOB NO:
14430074 G5
CUSTOMER ID:
SEELEY
CUSTOMER #:
5000038895
DETAILED SHELTER
PLAN
SHEET NUMBER:
REVISION:
C-101
0
TOP OF EXISTING
HIGHEST APPURTENANCE
ci ni �,cs .ten'
PROPi
EXI �
TOWER ELEVATION
SCALE: N.T-S.
PER MOUNT ANALYSIS COMPLETED BY PJF &
COMPANY, DATED 02101123, THE EXISTING MOUNT
CAN NOT ADEQUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT
REPLACEMENT PROPOSED IN THE MOUNT
ANALYSIS, INCLUDED AT THE END OF THIS PLAN
SET, MUST BE INSTALLED PRIOR TO THE
INSTALLATION OF THE PROPOSED ANTENNAS
AND OTHER EQUIPMENT.
HYBRID CABLE INFO
QUANTITY FROM ENTRY PANEL
3
LENGTH FROM SHELTER SURGE
PROTECTOR TO ENTRY PANEL (FEET)
10
LENGTH FROM ENTRY PANEL TO TOWER
(FEET)
19
LENGTH FROM T.O.C. TO TOWER SURGE
PROTECTOR CIL (FEET)
246
TOTAL HYBRID CABLE LENGTH + 15%
(FEET)
316
POWER SHIFT NEEDED DUE TO HYBRID LENGTH OVER
200 FEET
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. SHALLBE
ENT
NAACCOiiI�EF JURiS�D}IQ fj�p; AINUIOR
OTHER 3 ROUTE PR S KBI NG'""'01 4TH AS�
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY
CABLE MANUFACTURER. OTHERWISE, ATTACH
CABLES TO HORIZONTAL OR DIAGONAL TOWER
MEMBERS USING PROPOSED STAINLESS STEEL
ADAPTERS (DO NOT ATTACH TO TOWER LEG).
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.)
5. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
AK
AMEMCAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468.0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0\ FOR CONSTRUCTION VAR 05/04123
A
❑.
A_
0
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD, WI 54843
SEAL:
C 0 Ns�,,�jfrlr
yam:
=■` SANTHOSHA
SHANBHOGUE '
E-49097
CARP
NC �=
Vn
verizoni/
ATC JOB NO:
14430074 G5
CUSTOMER ID:
SEELEY
CUSTOMER #:
5000038895
TOWER ELEVATION
SHEET NUMBER: REVISION:
C-101 0
�i
A2
Al
EXISTING ANTENNA (TYP.) J
(REFER TO CHART FOR
DETAILED INFORMATION)
EXISTING TMA (TYP.)
(REFER TO CHART FOR
DETAILED INFORMATION) Ca
Z C3
A3
C2
c
I,tp
EXISTING TOWER
r EXISTING SECTOR MOUNT
(TYP. 3)
(TO BE REMOVED)
B 1 AZ = 700.
BETA
B2
B3
B4 AZ..= 700•
BETA -a—
EXISTING TIE -BACK
(TYP. 3)
(TO BE REMOVED)
EXISTING ANTENNA PLAN0 N
SCALE: N.T.S.
GPROPOSED RRU (TYP.)
(REFER TO CHART FOR
DETAILED INFORMATION)
PROPOSED ANTENNA (TYP.)
� (REFER TO CHART FOR
DETAILED INFORMATION)
G
PROPOSED ANTENNA (TYP.)
(REFER TO CHART FOR
DETAILED INFORMATION)
C4
A4
5'- 0"
PER MOUNT ANALYSIS COMPLETED BY PJF &
COMPANY. DATE 02101123, THE EXISTING MO
CAN NOT ADROUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT
REPLACEMENT PROPOSED IN THE MOUNT
ANALYSIS, INCLUDED AT THE END OF THIS PLi
SET, MUST BC INSTALLED PRIOR TO THE
INSTALLATION OF THR PROPOSED ANTENNAS
AND OTHER EQUIPMENT.
EXISTING TOWER
81 AZ` 100°
BET
B2 AZ, 100°
BET
B3 AZ_Z= 100^
BETA�w
— PROPOSED OVP BOX 2
(REFER TO CHART FOR
DETAILED INFORMATION) 50
B4
PROPOSED TIE -BACK
(1 PER SECTOR) (TYP. 3)
PROPOSED SECTOR MOUNT
(SABRE P/N: C70857111C)
(1 PER SECTOR) (TYP. 3)
lop
FINAL ANTENNA PLAN N
SCALE: N.T.S.
EXISTING ANTENNA SCHEDULE
NOTES
FINAL ANTENNA SCHEDULE
LOCATION
ANTENNA SUMMARY
NON ANTENNA SUMMARY
1. CONFIRM WITH VERIZON REP
LOCATION
ANTENNA SUMMARY
NON ANTENNA SUMMARY
SEC70R RAID AZ
POS
ANTENNA
BAND
STATUS
ADDITIONAL TOWER
STATUS
FOR APPLICABLE
UPDATES/REVISIONS AND
SECTOR
RAD AZ
POS
ANTENNA
BAND
TOWER
ADDITIONAL TOWER
STATUS ADDITIONALTED
STATUS
MOUNTED EQUIPMENT
MOST RECENT RFDS FOR NSN
Al
CWWX063X25X00
700 LTE
RMV
-
-
CONFIGURATION (CONFIG). GC
Al
NHH-65C-R28
AWS LTE
ADD RADIO 4449-B13&B5
ADD
TO CAP ALL UNUSED PORTS.
/LPHA 246' 340
A2
-
-
-
-
-
2. CONFIRM SPACING OF
A2
NHH-65C-R2B
AWS LTE
ADD 8843 REV 2
ADD
A3
-
-
-
-
-
PROPOSED EQUIP DOES NOT
ALPHA
246' 340°
AIR 6449 641
L-SUB6 5G
ADD
A4
CWWX063X25X00
700 LTE
RMV
BWC-TTMA-700C-VG
RMV
CAUSE TOWER CONFLICTS
A3
RADIO 4408 W/ INTEGRATED PANEL
CBRS LTE
8843 REV 2
ADD
ADD
NOR IMPEDE TOWER CLIMBING
B1
CWWX063X25X00
700 LTE
RMV
-
-
PEGS.
-
"
B2
-
-
-
B1
NHH-65C-R2B
AWS LTE
ADD RADIO 4449-B13&B5
ADD
BETA 246' 100'
82
NHH-65C-R2B
AWS LTE
ADD 8843 REV 2
ADD
STATUS ABBREVIATIONS
BETA.
246' 100`
AIR 6449 B41
L-SUB6 5G
ADD
B4
CWWX063X25X00
700 LTE
RMV
BWC-TTMA-70OC-VG
RMV
B3
RADIO 4408 W/ INTEGRATED PANEL
CBRS LTE
8843 REV 2
ADD
ADD
Cl
CWWX063X25X00
700 LTE
RMV
-
RMV: TO BE REMOVED
RMN: TO REMAIN
B4
-
-
__
AuthO zed by "EOR
-
GAMMA 246' 230'
C2
-
-
-
-
REL: TO BE RELOCATED
ADD: TO BE ADDED
�7�
pp
Q
C3
-
-
-
_
_
C2
NHH-65C-R2B
AWS LTE
ADD 8843 REV
A C
C4
CWWX06JX25XOO
700 LTE
RMV
BWC-TTMA-70OC-VG
RMV
GAMMA
246' 230°
AIR 6449 B41
L-SUB6 5G
ADD
f
C3
RADIO 4408 W/ INTEGRATED PANEL
CBRS LTE
ADD 8843 REV 2
ADD
CABLE LENGTHS FOR JUMPERS
C4
JUNCTION BOX TO RRU: 15'
RRU TO ANTENNA: 19
EXISTING FIBER DISTRIBUTION/OVP BOX
EXISTING CABLING SUMMARY
FINAL FIBER DISTRIBUTION / OVP BOX
FINAL CABLING SUMMARY
MODEL NUMBER
STATUS
CABLE QTY, SIZE, TYPE
STATUS
MODEL NUMBER STATUS
CABLE QTY, SIZE, TYPE
STATUS
-
----
-
r?'
QUIPMENT SCHEDULES
- -
----
-
a
-
72 1-518° COAX
( )
RMV
(3) RVZDC-3315-PF48 ADD
(3) 1-5/8" HYBRID
ADD
AL
AMERICAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468.0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION
REV- DESCRIPTION BY DATE
A0 FOR CONSTRUCTION VAR 05/04/23
A
0
0
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD, WI 54843
SEAL:
1►11111111111l111��
Nsl
S` SANTHOSHA
SHANBHOGUE
E-49097
CARY
i0 N
TO
/1/llflllllli111j1
8n
verizonl/_
ATC JOB NO:
14430074 G5
CUSTOMER ID:
SEELEY
CUSTOMER #:
5000038895
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER:
REVISION:
C-101
0
PROPOSED ANTENNA
PROPOSED SECTOR FRAME
PROPOSED MOUNTING
PIPE
0 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
PROPOSED RRU (OPTION 2)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH
EXISTING OR PROPOSED EQUIPMENT)
PROPOSED RRU (OPTION 1)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH
EXISTING OR PROPOSED EQUIPMENT)
PROPOSED SECTOR FRAME
PROPOSED MOUNTING
PIPE
3 PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE: N T S.
PROPOSED ANTENNA
PROPOSED SECTOR FRAME
PROPOSED ANTENNA
PROPOSED MOUNTING
PIPE
PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
PROPOSED MOUNTING PIPE
PROPOSED OVP
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
4 PROPOSED OVP MOUNTING
NTS
Authorized by "EOR"
05 May 2023 04:53:18
AL
A VlI TOWER'
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468.0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED, NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV_ DESCRIPTION BY DATE
LDS, FOR CONSTRUCTION- VAR 05104/23
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD, WI 54843
SEAL:
j1►111111111111111
C o
SANTHOSHA =
SHANBHOGUE
E-49097
CARY
NC ��z
NAL
1j11111111111N1j1�
venzowl
ATC JOB NO: 14430074 G5
CUSTOMER ID: SEELEY
CUSTOMER M 5000038895
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION:
C-1 c 0
EXISTING PROPOSED ANTENNA
ANTENNAS PROPOSEDJUMPER
PROPOSED CONNECTOR AND
TO EXISTING WEATHERPROOFING KIT
ANTENNA MASTS \ i ,
1 " PROPOSED WEATHERPROOFING KIT
EXISTING COAX I
GROUND KITS ` PROPOSED CABLE 2
PROPOSED #6 AWG GROUND KIT 501
STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED RRU I` i ANTENNA CABLE TO
GROUND LUG (TYP.) 4 `` ! CABINET (TYP.)
PROPOSED #6 AWG
l
STRANDED CU
WIRE WITH GREEN, 600V, \� --. •1 1 J 46 AWG STRANDED CU
THWN INSULATION\� \ ` 1 f WIRE WITH GREEN, 600V,
TO PROPOSED OVP BOX \\� THWN INSULATION
GROUNDING ,
CONNECTION TO
EXISTING TMAs
I I GROUND BAR MOUNTED
EXISTING GROUNDING
CONNECTION TO ELOW ANTENNA
LIGH(TO BETNING (TO BE INSTALLED IF 501
PROTECTION SYSTEM REQUIRED)
NOTES: i
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST
EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
TYPICAL ANTENNA GROUNDING DIAGRAM
JSCALE: N.T.S.
TO ANTENNA
ANTENNA CABLE 2 1/2"0 MAX
GROUNDING KIT PER CABLE
MANUFACTURER'S RECOMMENDATIONS
(ANDREW OR APPROVED EQUAL)
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
TO GROUND BAR
TO EQUIPMENT
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.
CABLE GROUND KIT CONNECTION DETAIL
SCALE: N.T.S.
318" X 1-1/2" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE) ��YY
�aflA
. 1 /4" X 4" X 6" GROUND BAR
(ERICO PIN: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
GROUND BAR NOTES:
1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.
TOWER GROUND BAR DETAIL
SCALE: N.T.S.
Authorized by "EOR"
05 May 2023 04:53:18
AL
AMERICAN TUWER*
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, INC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
FOR CONSTRUCTION VAR .{15ft}u23 .
0
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
VERIZON SITE NAME:
SEELEY
SITE ADDRESS:
13063 WEST OLD 00 RD
HAYWARD, WI 54843
SEAL:
►►►►►� � u urrrr►►►►
`5 C 0
SANTHOSHA
SHANBHOGUE
E-49097
-;0 CARY W
NC
NrIIIIIIN►►
8n
vermonv'_
ATC JOB NO: 14430074 G5
CUSTOMER ID: SEELEY
CUSTOMER 4. 5000038895
GROUNDING DETAILS
SHEET NUMBER: REVISION:
C-101 0
verizoW
fuze IRFO9
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Pmjaa Details Location In7ormalfon
FUZE PrOM ID:16945970
SI1e ID. 661987
Project Mema150 L-Sub6 - Carrier Add
111-Ne 0 2L07775,210775
Protect Alt Narro: Ciena5164+664$+CARD+CBRS+BB Up+DB
PSLIS 223604
Project Type: Modification
Somitrr Appleton
KbdIt"tionType: RF
Toner Owner:
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RFDS EQUIPMENT SUMMARY
Oµfsibr , 0"Im-, on"" amp
NOTE: THIS SHEET WAS CREATED BY OTHERS
AND PROVIDED AT THE REQUEST OF THE
CUSTOMER WITHOUT EDIT. GENERAL
CONTRACTOR IS TO CHECK WITH THE
VERIZON CM TO ENSURE THIS IS THE MOST
RECENT VERISON OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER: REVISION'
C-101 0
PCs
Tower (Sector Design)
Shelter
RFDS PLUMBING DIAGRAM
VZE01
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4408
C BCIS
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Notes;
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I Cott
Coax Jlenper—colorized
a— Ing to band
Fibw
Fiber.lumper
-Antenna view is from the hack of the antennas
- Colors of connection are just for clarification
- follow RET cabling standard for non -Smart Bias-T Ante
- Non-RF path elements like OVP/HTTA Box and Hybrid cables not gown
- Sme of objects in drawing doesn't reheat equipment true dimension
NOTE: THIS SHEET WAS CREATED BY OTHERS
AND PROVIDED AT THE REQUEST OF THE
CUSTOMER WITHOUT EDIT. GENERAL
CONTRACTOR IS TO CHECK WITH THE
VERION CM TO ENSURE THIS IS THE MOST
RECENT VERSION OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
C-101 0
verizon✓ �,F Pa��,,.,F,Q R o
Paul J. Ford and Company
250 East Broad Street Suite 600
Columbus, OH 43215
(614) 221-6679
pjfmount@pauljford.com
Replacement Antenna Mount Analysis Report and PMI Requirements
Mount Analysis-R
SMART Tool Project#: 10189247
Paul J. Ford Project#: 24322-2148.003.8193
February 1, 2023
Site Information Site ID: 5000038895-VZW/SEELEY
Site Name: SEELEY
Carrier Name: Verizon Wireless
Address: 13063 OLD 00 ROAD
HAYWARD, W/SCONSIN 54843, SAWYER
County
Latitude: 46.111058°
Longifude: -91.348244°
Structure Information Tower Type: 250-Ft Self Support
Mount Type: 13.00-Ft Sector Frame
FUZE ID#16945970
Analysis Results
13.00-Ft Sector Frame: 43.2%Pass w/Mount Replacement'
((3) Sabre Industries C10857111C)
*Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis.
***Contractor PMI Repuirements: ��,������,�
Included at the end of this MA report ;`�y�5��NS�'.,
Available & Submitted via portal at https://pmi.vzwsmart.com : ''••.'� %
For additional uestions and su ort, please reach out to: . {?�� �
p PP � REBEKAH M.•••'� �
pmisupport@pauljford.com DORRtS '
-
- � E-47595 '
Report Prepared By: Burak Gul � �y�; COlUMBUS, � -
� ?�'• OHIO c� ��
5 . O,�•., ; ���
3� '��'csS��NAI.��.�`��
���i������`�
02/Ol/2023
Mount Structural Analysis Report February 1, 2023
(3) 13.00-Ft Sector Frames Site ID: 223604-VZW/SEELEY
Page � 2
Executive Summary:
The objective of this report is to determine the capacity of the proposed antenna support mount at the subject facility
for the final wireless telecommunications configuration, per the applicable codes and standards. The proposed
mount was assumed to be installed properly to the existing tower per the manufacturer's instructions. Paul J. Ford
and Company cannot verify that the proposed mount will fit properly and is not liable for any fit-up issues during
installation.
This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting
structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing
activities are required to have a fall protection plan completed by a competent person.
Sources of Information:
Document Type Remarks
Radio Frequency Data Sheet(RFDS) Verizon RFDS, FUZE ID 16945970, dated January 17, 2023
Mount Specification Sabre Industries, P/N#C10857111C
Analvsis Criteria:
Codes and Standards: ANSI/TIA-222-H
Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), v��T: 106 mph
Ice Wind Speed (3-sec. Gust): 50 mph
Design Ice Thickness: 1.50 in
Risk Category: II
Exposure Category: B
Topographic Category: 1
Topographic Feature Considered: N/A
Topographic Method: N/A
Ground Elevation Factor, Ke: 0.951
Seismic Parameters: Ss: 0.041 g
Si: 0.018 g
Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph
Maintenance Live Load, Lv: 250 Ibs.
Maintenance Live Load, Lm: 500 Ibs.
Analysis Software: RISA-3D (V17.0.3)
Mount Structural Analysis Report February 1, 2023
(3) 13.00-Ft Sector Frames Site ID: 223604-VZW/SEELEY
Page � 3
Final Loadinq Confiquration:
The following equipment has been considered for the analysis of the mounts:
Mount Equipment
Elevation Elevation Quantity Manufacturer Model Status
ft ft
248.00 3 Ericsson AIR 6449
6 Commscope NHH-65C-R2B
3 Ericsson 4449
244.00+/- 246.00 Added
6 Ericsson 8843
3 Raycap RVZDC-3315-PF-48
244.00 3 Ericsson 4408 w/ KRE 105 281/1
It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location
other than the mount tace without affecting the structural capacity of the mount. If OVP units are installed on the
mount face, a mount re-analysis may be required.
Model Number Ports AKA
RHSDC-1064-PF-48 2 OVP-2
RC3DC-3315-PF-48 6 OVP-6
RC3DC-3300-PF-48 6 OVP-6
RC3DC-4750-PF-48 6 OVP-6
RHSDC-6627-PF-48 12 OVP-12
RHSDC-6600-PF-48 12 OVP-12
Standard Conditions:
1. All engineering services are performed on the basis that the information provided to Paul J. Ford and
Company and used in this analysis is current and correct.The existing equipment loading has been applied
at locations determined from the supplied documentation.Any deviation from the loading locations specified
in this report shall be communicated to Paul J. Ford and Company to verify deviation will not adversely
impact the analysis.
2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist
free and plumb in accordance with its original design and manufacturer's specifications.
3. For mount analyses completed from other data sources (including new replacement mounts) and not
specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been
properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its
original design and manufacturer's specifications.
4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity
of the connected member unless otherwise specified in this report.
5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and
threaded rod connections in collar members if applicable. Local deformation and interaction between the
mount collar/attachment and the supporting tower structure are outside the scope of this analysis.
6. All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. Paul J. Ford and Company is not responsible for the
conclusion, opinions, and recommendations made by others based on the information supplied.
Mount Structural Analysis Report February 1,2023
(3)13.00-Ft Sector Frames Site ID:223604-VZW/SEELEY
Page�4
7. Structural Steel Grades have been assumed as follows, if applicable, unless othervvise noted in this
analysis:
o Channel,Angle ASTM A36(Gr.36)
o Solid Round,Plate ASTM A572(Gr.50)
o HSS(Rectangular) ASTM 500(Gr.B-46)
o Pipe ASTM A500(Gr.G50)/ASTM A53(Gr.B-35)
o Threaded Rod F1554(Gr.36)
o Bolts ASTM A325
Discrepancies between in-field conditions and the assumptions listed above may render this analysis
invalid unless explicitly approved by Paul J.Ford and Company.
Mount Structural Analysis Report February 1 , 2023
(3) 13.00-Ft Sector Frames Site ID: 223604-VZW/SEELEY
Page � 5
Analvsis Results:
Component Utilization °Jo Pass/Fail
Face Horizontals 18.9% Pass
Standoff Members 18.6% Pass
Tie Backs 3. 1% Pass
Bracin Members 43.2% Pass
Mount Pi es 17.3% Pass
Mount to Tower Connection 3. 1% Pass
Structure Rating — (Contro/ling Utilizaiion of al/ Components) 43.2%
Mount Steel (EPA)a per ANSI/TIA-222-H Section 2.6.11 .2:
Ice Mount Pipes Excluded Mount Pipes Included
Thickness Front (EPA)a Side (EPA)a Front (EPA)a Side (EPA)a
l�n) (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) (Sq. Ft.)
0 13.6 4.5 24.6 15.5
0.5 21 .3 8.1 36.2 23.0
1 28.5 11 .3 47.2 30.0
Notes:
- (EPA)a values listed above may be used in the absence of more precise information
- (EPA)a values in the table above include 1 sector(s).
- Ka factors included in (EPA)a calculations
Mount Structural Analysis Report February 1,2023
(3)13.00-Ft Sector Frames Site ID:223604-VZW/SEELEY
Page�6
Requirements:
The proposed antenna mounts are SUFFICIENT for the final loading configuration(attachment 2)upon completion
of the mount replacement(attachment 3)and requirements below.
• Contractor shall remove existing mounts and associated hardware.Contractor shall wire brush clean all
damaged tower member and protect with two(2)coats of cold galvanization(Zinga or Zinc Kote).
• Contractor shall install the proposed mount(Sabre Industries Part#:C10857111C)in accordance with
manufacture specification and the Mount Replacement Sketch.Contact EOR if these documents are not
available.
• Contractor shall install(4)96"P2.5 STD mount pipes per mount.Refer to placement diagrams and Mount
Replacement Sketch.Contact EOR if these documents are not available.
. Attach tiebacks to adjacent tower legs.Proposed tieback shall extend no more than 12"beyond tower
le .Trim as required and protect cut end with two 2 coats of cold alvanization Zin a or Zinc Kote.
ANSI/ASSP rigging plan review services compliant with the requirements of ANSI(TIA 322 are available for a
ConsUuction Class IV site or other,if required.Separate review fees will apply.
Attachments:
1. Contractar Required Post Installation Inspection(PMI)Report Deliverables
2. Antenna Placement Diagrams
3. Mount Manufacturer Drawings
4. Existing Mount Photos
5. Analysis Calculations
Mount Desktop — Post Modification Inspection (PMI) Report Requirements
Documents & Photos Required from Contractor— New Mount Passing MA
Electronic pdf version of this can be downloaded at httns://umi.vzwsmart.com
For additional questions and support, please reach out to pmisupport@pauljford.com
PSLC #: 223604 SMART Project #: 10189247 Fuze Project ID: 16945970
Purpose—to provide SMART Tool structural vendor the proper documentation in order to complete
the required Mount Desktop review of the Post Modification Inspection Report.
• Contractor is responsible for making certain the photos provided as noted below provide
confirmation that the installation was completed in accordance with this Passing Mount
Analysis.
• Contractor shall relay any data that can impact the performance of the mount,this includes
safety issues.
Base Requirements:
• If installation will cause damage to the structure, the climbing facility, or safety climb if present
or any installed system, SMART Tool vendor to be notified prior to install. Any special photos
outside of the standard requirements will be indicated on the drawings.
• Provide "as built mount drawings" showing contractor's name, contact information, preparer's
signature, and date. Any deviations from the drawings (Proposed modification) shall be shown.
NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact
the SMARTTooI vendor immediately.
• Each photo should be time and date stamped.
• Photos should be high resolution.
• Contractor shall ensure that the safety climb wire rope is supported and not adversely
impacted by the install of the modification components. This may involve the install of wire
rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool
engineer for recommendations.
• The PMI can be accessed at the following portal: https://pmi.vzwsmart.com
Photo Requirements:
• Photos taken at qround level
o Photo of Gate Signs showing the tower owner, site name, and number.
o Overall tower strudure after installation.
o Photos of the mount after installation; if the mounts are at different rad elevations,
pictures must be provided for all elevations that equipment was installed.
• Photos taken at Mount Elevation
o Photos showing the safety climb wire rope above and below the mount prior to
installation.
o Photos showing the climbing facility and safety climb if present.
o Photos showing each individual sector after installation of mounts. Each entire sector
shall be in one photo to show the interconnection of inembers.
■ These photos shall also certify that the placement and geometry of the
equipment on the mount is as depicted in the antenna placement diagram in this
form.
o Photos that show the model number of each antenna and piece of equipment installed
per sector.
o Photos of each installed mount; pictures shall also include connection hardware (U-
bolts, bolts, nuts, all-threaded rods, etc.)
o Photos showing the installed mount elevation.
Antenna & Equipment Placement and Geometry Confirmation:
• The contractor shall certify that the antenna & equipment placement and geometry is in
accordance with the sketch and table as included in the mount analysis and noted below.
❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on
the sketch and table included in this form and with the mount analysis provided.
OR
❑ The contractor notes that the equipment on the mount is not in accordance with the sketch and has
noted the differences below and provided photo documentation of any alterations.
Special Instructions / Validation as required from the MA or anv other information the contractor
deems necessary to share that was identified:
Issue:
• Contractor shall remove existing mounts and associated hardware. Contractor shall wire brush clean all
damaged tower member and protect with two (2) coats of cold galvanization (Zinga or Zinc Kote).
• Contractor shall install the proposed mount (Sabre Industries Part #: C10857111C) in accordance with
manufacture specification and the Mount Replacement Sketch. Contact EOR if these documents are not
available.
• Contractor shall install (4) 96" P2.5 STD mount pipes per mount. Refer to placement diagrams and Mount
Replacement Sketch. Contact EOR if these documents are not available.
• Attach tiebacks to adjacent tower legs. Proposed tieback shall extend no more than 12" beyond tower
le . Trim as re uired and rotect cut end with two 2 coats of cold alvanization Zin a or Zinc Kote .
Response:
Special Instruction Confirmation:
� The contractor has read and acknowledges the above special instructions.
Contractor certifies that the climbin� facilitv / safetv climb was not dama�ed prior to startin� work:
❑ Yes ❑ No
Contractor certifies no new dama�e created during the current installation:
❑ Yes ❑ No
Contractor to certify the condition of the safety climb and verifv no dama�e when leavin�the site:
❑ Safety Climb in Good Condition ❑ Safety Climb Damaged
Comments:
New Mount Certification:
❑ The contractor certifies that the New Mount installed is as specified in the Passing Mount Analysis.
❑ The contractor notes that the New Mount installed is not as specified and engineering approval was
received for the New Mount installed.
Certifying Individual:
Company:
Employee Name:
Contact Phone:
Email:
Date:
� MOUNT REPLACEMENT SKETCH
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MOUNT ISOMETRIC VIEW (TYP. ALL SECTORS)
N.T.S.
Company Paul J. Ford Feb 1,2023
I I R ISA Designer DBG 3 31 PM
Job Number Project No. 10189247 Checked By:
Model Name 223604-VZW MT LOT SectorA H
(Global) Model Settinqs
Dis la Sections for Member Calcs `5
Max Internal Sections for Member Calcs 97
Include Shear Deformation? Yes
'Increase Nailing Capacity for Wind? i Yes
Iindude War in ? Yes
'Trans Load Btwn Intersecting Wood Wali? i Yes
Area Load Mesh in^2 144
Merge Tolerance (in) .12
P-Delta Anal sis Tolerance 0.50%
'Include P-Delta for Walls? Yes
Automaticall Iterate Stiffness for Walls? No '
'Max Iterations for Wall Stiffness 3
Gravity Acceleration (ft/sec^�_ 32.2
Wall Mesh Size(in) 12 �
Eigensolution Convergence Tol. (1.E- 4
----- ---
�Vertical Axis Y
Global Member Orientation Plane XZ '�
Static Solver �Sparse Accelerated
Dynamic Solver Accelerated Solver
_ _____ _-- .__
Hot Rolled Steel Code AISC 15th 360-16 : LRFD
Adjust Stiffness? Yes(Iterative)
RISAConnection Code None
'Cold Formed Steel Code �None
Wood Code None
'Wood Temperature < 100F
iConcrete Code None
Masonry Code None
'Aluminum Code None- Buildin
;Stainless Steel Code None
Number of Shear Re ions 4
'Region Spacing Increment(in) 4
Biaxial Column Method Exact Inte ration
'Parme Beta Factor(PCA) ' .65
Concrete Stress Block Rectan ular
'Use Cracked Sections? Yes
I Use Cracked Sections Slab? Yes
Bad Framing Warnings? No
Unused Force Warnin s? Yes
'Min 1 Bar Diam. Spacinq? �No
Concrete Rebar Set REBAR SET ASTMA615
Min%Steel for Column 1
Max% Steel for Column 8
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223604-VZW_MT_LOT_A_H.r3d] Page 1
Company Paul J. Ford Feb 1,2023
IIRISA Designer DBG 3:31 PM
Job Number Project No. 10189247 Checked By�
_ Model Name 223604-VZW MT LOT SectorA H
(G/oba/) Model Settinps. Continued
'Seismic Code ASCE 7-05 '
Seismic Base Elevation (ft) '� Not Entered
Add Base Wei ht? Yes
'�Ct X .02
�Ct Z .02
'T X(sec) ;Not Entered
'T Z sec Not Entered
RX 3
RZ 3
Ct Exp. X , .75
Ct Ex . Z .75
SD1 1
SDS 1
'S 1 -- ------- � �
Oc up ncy Cat �I or II �
�Drift Cat Other
�m Z 1
Om X 1
Cd Z 1
Cd X 1
Rho Z 1
Rho X 1
Hot Rolled Steel Properties
_Label _E�ksi� G[ksi] . _Nu_. Therm(/... _ Densityjk/ft^3] _ _ Yiel�ksi� Ry _Fu�si]__ Rt
1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2
2 A572 Gr.50 I 29000 11154 i .3 .65 .49 50 1.1 65 1.1
3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1
' 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3
5 A500 Gr.46 29000 11154 _3_� .65_ .49 __ 46 1.4 58__ _ 1.3_ '
i 6 A53 Gr.B(35 ksiT2900�11154 I .3 .65� .49 35 i 1.5 1 60 � 1.2 �
�_7 �A500 Gr.C _ 29000 � 11154�_ 3 _ .65 __. _ .49 . _ _ 50 _ 1.1__ L 62 _ 1.1
Hot Rolled Steel Section Sets
Label _ . Sha�e __ Type TDesign List _Material Des�n Rul.,_ A[in� __lyy�n� . IzzL4]_ �in�
_ 1 _ HR1A , W1OX33 __ Beam __None__ A36_Gr.36 �ical 9.7_1 _ _ 36.6_ __171� .583 __
Member Primary Data
_Label ,I Joint J Joint K Joint Rotat... _ Section/Shape _ _,Type Design L.., _ Material ___ _ Desi�n_Rules
1 M21 B N44 N43 SR 0.75 None None A572 Gr.50 � ical
' 2 M22 N48 N47 � SR 0.75 None None � A572 Gr.50 Typical
3 M23A N46 N45 SR 0.75 None None A572 Gr.50 T ical
4 M24A � N50 i N49 i SR 0.75 �tvone' None A572 Gr.50 T ical
5 M25 N48 N43 SR 0.75 tvone' None A572 Gr.50 T ical
' 6 I M26A N50 i N45 I SR 0.75 None None � A572 Gr.50 i Typicai
7 M20 N11 N13 RIGID None None RIGID T ical
' 8 M21 ' N12 N14 RIGID ;None, None RIGID ' T ical
9 M20A N17 N19 RIGID None None RIGID T ical
10 � M21A ' N18 N20 I � I RIGID 'irvone� None ', RIGID i Typical
11 M23 N23 N25 RIGID None None RIGID T ical
� 12 .�_M24 ''�, N24 i N26 � __ ! _ RIG__ID _ _ ;Nonej None 1_ RIGID _ : _ _ Ty�cal __
'_ 13 M26 _ N29 _N3_1 _ _ _ RIGID_ _ tvone None__ RIGID Typical
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223604-VZW_MT_LOT_A_H.r3d] Page 2
�S�,E ASCE 7 Hazards Report
annERicn�u sa�.:�Fry n-rmt Fv�in�FFas
Address: Standard: ASCE�SE17-16 Latitude: 46.111058
No Address at This Location Risk Category: �� Longitude: -91.348244
SOII C18SS: D- Default(see Elevation: 1401.2 ft (NAVD 88)
Section 11.4.3)
c� a
, .�
n.JW+r
Wind
Results:
Wind Speed 106 Vmph
10-year MRI 72 Vmph
25-year MRI 79 Vmph
50-year MRI 85 Vmph
100-year MRI 90 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2
Date Accessed: Fri Jan 13 2023
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on �inear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
hitps.��a5ce7hazardtool orl�ca; Page 1 of 3 Fri Jan 13 2023
�SCE
AMFR�CAN SC!;�F�v Df CNIL FNC,It�FFRS
S@ISIIIIC D- Default(see Section 11.4.3)
Site Soil Class:
Results:
SS : 0.041 Sp, : 0.028
S, : 0.018 T� : 4
Fa : 1.6 PGA : 0.019
F� : 2.4 PGA M : 0.03
Snns � 0.065 FP�A : 1.6
SM, : 0.042 le : 1
Sos � 0.044 C„ : 0.7
Seismic Design Category: A
���, MCER Response Spectrum Design Response Spectrum
>����
0 0� � u�;.��� •
� '
� � o�,�� �
o��� �
� �1,�_'�7 �
��•Y � � �!
�n��
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;��� �' .:. �Qi�1 i .
�� OOtS �
p p2 ;
0 Qtii
O Q1
u���
� .._ _ __ __ _______� f, _ __ _____�:
.� i 9 5 , ' � 3 5
Sa(g)vs T(s) Sa(g)vs T(s)
0 o:s�a MCER Vertical Response Spectrum o o�s s.w Design Vertical Response Spectrum
�►� �I022 se�ma�.��r��
J�l�c,
��p�� D 020 ° +4�
00?[1 � DO1° s
�
� 0 Q1ti ' �s+�
0 025 �• •
� �014 *
s �♦
U f�2�3 � �s� `J 0�t c � �I
� ��M JU1�J � #as�
Q 015 �`�*a # sss
• � � � ��,� �o�� � '*+a�
M+►! �
D b1U � � l�1�1M 7 l�:tF, � � _ ._,.a
� i,� � �J 1 � L.� � �' � `� !i 1�� 2�.0
Sa(g)vs T(s) Sa(g)vs T(s)
Data Accessed: Fri Jan 13 2023
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for
site-specific ground motion procedures in accordance with ASCEISEI 7-16 Ch. 21 are available from USGS.
https.�';asce7hazardtool urLnel Page 2 of 3 Fri Jan 13 2023
�SCE�
ANIFRICAN SOCIFiv OF r,Nil�VGIIvFFAS
Ice
Results:
Ice Thickness: 1.50 in.
Concurrent Temperature: -5 F
Gust Speed 50 mph
Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Date Accessed: Fri Jan 13 2023
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of
any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from
reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,
currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation,reiationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent
professional,having knowledge and experience in the appropriate feld(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and ali liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
t?ps _a� ���nzar r Page 3 of 3 Fri Jan 13 2023
AMERICAN TGIWER�
C O R P O R A T t O N
� � � •
Structure . 250 ft Self Support Tower
ATC Asset Name . SEELEY WI
ATC Asset Number . 311285
Engineering Number . 14430074_C3_02
Proposed Carrier : VERIZON WIRELESS
Carrier Site Name . Seeley
Carrier Site Number . 5000038895
Site Location . 13063 West Old 00 Road
Hayward, WI 54843-6324
46.1111, -91.3482
County . Sawyer
Date . April 29, 2023
`��������,,���
Max Usage . 51% `��`5G o N S��,,�
,...... ..., �
Analysis Result . Pass =`��`�, ESHAK. � '
MODI -
45601-6 ?�-
Prepared By: Reviewed By: ' .a�: CARY�/ �
: �f�-�:
Ryan Gingras ���`_S "C��=•
Structural Engineer I ���S,ONA;��,.`�
�1 \
`���\t�a..�m,..a`,i;
Authorized by "EOR"
O1 May 2023 12:26:57 C�SI��1
COA: 4069-11
ATC Tower Services LLC--3500 Regency Parkway,Suite lOQ Cary,NC 27518--Office 919-468-0112--Fax 919-466-5414--www.americantower.com
� Eng. Number 14430074_C3_02
April 29, 2023
AMERtCANTOWER' P�g� �
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 250 ft Self Support
tower to reflect the change in loading by VERIZON WIRELESS.
Supporting Documents
Tower Drawing: Sabre Job#11-05292, dated June 26, 2010
Foundation Drawing: Sabre Job#11-05292, dated June 17, 2010
Geotechnical Report: AGS Project#10-1002, dated February 1, 2010
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: 90 mph (3-second gust,Vasd)/115 mph (3-second gust,Vult)
Basic Wind Speed w/Ice: 50 mph (3-second gust)w/0.50" radial ice concurrent
Code(s): ANSI/TIA-222-G/2015 IBC/Wisconsin Commercial Building Code
Structure Class: II
_ -- _ _
Exposure Category: B
_ - -- - __-- _ -
Topographic Category: 1
_- - __ -- ----- -__ _--- - _
Crest Height: 0 ft _
Spectral Response: Ss=0.04, S,=0.02 '
_-- --
Site Class 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.
ATC Tower Services LLC--3500 Regency Parkway,Suite 100,Cary,NC 27518--Office 919-468-0112--Fax 919-466-5414--www.americantower.com
� Eng. Number 14430074_C3_02
April 29, 2023
AMERICAN TOWER' ��g� 3
Proposed Carrier Final Loadin�
Elev.* Qty Equipment Lines Carrier
3 Ericsson AIR 6444 B41
3 Ericsson Radio 4408 w/Integrated Panel
3 Ericsson Radio 4449-613&B5
246.0' 3 Light Sector frame (3) 1 5/8"(1.63"-41.3mm) Fiber VERIZON WIRELESS
3 Raycap RVZDC-3315-PF-48
6 Commscope NHH-65C-R26
6 Ericsson 8843 Rev 2
240.5' 12 Andrew ATM200-A20 - VERIZON WIRELESS
(If[able breoks ocross pages,please see previous page for data in merged cellsJ
*Controcted elevations are shown for appurtenances within contracted installotion tolerances.Appurtenances outside of contract limits a�e shown at installed elevations.
Other Existin�/Reserved Loadin�
Elev.* Qty Equipment ', Lines Carrier
1 Raycap ASU9338TYP01
2 Nokia FXFC
3 Commscope FF-65C-R1
235.0' 3 Commscope TMBXX-6517-A2M w/Actuator (1) 1 5/8" Hybriflex T-MOBILE
3 Light Sector Frame
3 Nokia AirScale Dual RRH 4T4R 612/71 240W
AHLOA
3 Stand-Off - -
215.0' 1 ZDA ZDAQJ700-8 (1)0.51"(13mm) Hybrid KING STREET WIRELESS, L.P.
(1)0.59" (lSmm) LMR-600
209.7' 1 Raycap SCEDC-8517-2-P-48 - KING STREET WIRELESS, L.P.
206.6' 1 Ericsson RRUS 11 (Band 12) - KING STREET WIRELESS,L.P.
(If table breaks across pages,please see previous page(or data in merged cells)
*Contracted elevations are shown for appurtenances within con[racted installotion tolerances.Appurtenances outside of tontract limits are shown at installed elevations.
ATC Tower Services LLC--3500 Regency Parkway,Suite 100,Cary,NC 27518--Office 919-468-0112--Fax 919-466-5414--www.americantower.com
� Eng. Number 14430074_C3_02
April 29, 2023
AMERICANTOWER• Page 4
Structure Usa�es
Structural Component Usage Pass/Fail
Legs 51% Pass
Diagonals 51% Pass
Horizontals 6% Pass
Anchor Rods 17% Pass
Leg Bolts 29% Pass
Foundation Reactions & Usa�es
Reaction Component Original Design Analysis Reactions Usage
Reactions
Uplift (k) 471.5 177.1 38%
Compression (k) 538.0 225.9 42%
The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original
structure drawings, therefore no modification or reinforcement of the foundation will be required.
ATC Tower Services LLC--3500 Regency Parkway,Suite 100,Cary,NC 27518--Office 919-468-0112—Fax 919-466-5414--www.ameri�antower.com
� Eng. Number 14430074_C3_02
April 29, 2023
AMERICANTOWER• Page 5
Standard Conditions
All engineering services performed by ATC Tower Services LLC 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 ATC
Tower Services LLC
It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and
used in the performance of our engineering services is correct and complete.
Aii 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 ATC Tower Services LLC, 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. ATC Tower Services LLC is not responsible for the conclusions,
opinions and recommendations made by others based on the information supplied herein.
ATC Tower Services LLC--3500 Regency Parkway,Suite 100,Cary,NC 27518--Office 919-468-011Z—Fax 919-466-5414--www.americantower.com
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074
ANALYSIS PARAMETERS TOWER SECTION PROPERTfES
Nominal Wind: 90 mph Ice Wind: 50 mph wl 0.5"ice Service Wind: 60 mph Section L�Members Diagonal Members Horizontal Members
Structure Class: II Exposure: B S,:0.041 S�:0.018 1 PST 50 ksi 12"DIA PI SAE 36 ksi 4X4X0.3125
Topo Category: 1 2-4 PX 50 ksi S"DIA PIPE SAE 36 ksi 4X4X025
StrucW re Height 250 fl Base Elevation: 0 ft Shape: Triangle 5 PX 50 ksi 8"DIA PIPE SAE 36 ksi 3.5x3.5x025
6 PST 50 ksi 8"DIA PIP SAE 36 ksi 3.Sx3.5z0.25
Base Width: 27 ft Top Width: 5 ft
7 PSP 50 ksi 5.563"OD SAE 36 ksi 3X3X0.1875
8 PX 50 ksi 5"DIA PIPE SAE 36 ksi 3X3X0.1875
Tower Elevation View 9 PX 50 ksi 5"DIA PIPE SAE 36 ksi 2bX25X0.1875
°i�d"°�` 1 0 PX 50 ksi 4"DIA PIPE SAE 36 ksi 2X2X0.1875
��-'� 1 1 PX 50 ksi 3"DIA PIPE SAE 36 ksi 2X2X0.125 SAE 36 ksi 2X2X0-125
�iu.��`t�' 1 2 PST 50 ksi 2-V2"DIA SAE 36 ksi 2X2X0.1875 SAE 36 ksi 2X2X0.1875
�� 1 3 PST 50 ksi 2"DIA PIP SAE 36 ksi 2X2X0.125 SAE 36 ksi 2X2X0.125
s�+z
2z°� SECONDARY BRACING MEMBERS
�t�� Section Sub Diagonal 1 Sub Diagonal 2 Sub Diagonal 3
�.� � 1-13 - - -
��ra Section Sub Horizontal 1 Sub Horizon[al 2 Sub Horizontal 3
1-13 - - -
�ao-oo
�
�9 DISCRETE APPURTENANCE UNEAR APPURTENANCE
�gp,pp � Elev Elev To
�` (k) Description (ft) Description
s�t x i` �� 246.0 (6)Ericsson 8843 Rev 2 246.0 (3)1 5/8"(1.63"-41.3mm�Fiber
�la� 246A (6)Commscope NHH-65C-R2B 246.0 (1)Waveguide
246A (3)Raycap RVZDC3315-PF-48 235.0 (1)Waveguide
�' 246.0 (3)Ericsson Radio 4449-813&BS 235A (i)1 5/8"Hybriflex
.+?o.o0 246A (3)Genenc Flat Light Sector Fram 215A (1)Waveguide
246A (3)Encsson AIR 6449 841 215A (i)0.59"(15mm)LMR-600
5"t s 246.0 (3)Encsson Radio 4408 w/Integra 215A (1)0.57"(13mm)Hybrid
tQ9-pQ 240.5 (12)Andrew ATM200-A20
235A (3)Commscope FF-65C-R1
Sect 5
� 235A (3)Commscope TMBXX-6517-A2M w/Ac
��AO 235.0 (3)Nokia AirScale Dual RRH 4T4R B
�t� 235.0 (3)Flat Light Sector Frame
�� �/ 235.0 (2)Nokia FXFC
- - t�� 235.0 (1)Raycap ASU9338TYP01
i
�i; 215A (3)Stand-Off
18� �� 215.0 (1)ZDA ZDAQJ700-8
� ���� 2097 (1)Raycap SCEDC-8577-2-P-48
sea a 206.6 ('I)Ericsson RRUS 1'I(Band�2)
2t1.00
$ewt 1
GLOBAL BASE REACTIONS INDIVIDUAL
DL+WL DL+W�+IL BASE REACTIONS
Moment(k-ft�: 4840.98 1490.77 Comp(k): 225.91
Axial(k�: 56.63 96.52 Uplik(k): 177.11
Shear(k): 35.96 10.97 Shear(k): 22.56
C 2007-2022 by ATC LLC.All rights reserved. Page 1 of 1 Model ID:52984 Scenario ID 276160 4/29/2023 17:46:55
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
ANALYSIS PARAMETERS
Location: Sawyer County,WI Height: 250 ft
Type and Shape: Self Support,Triangle Base Elevation: 0.00 ft
Manufacturer: Sabre Bottom Face Width: 27.00 ft
Top Face Width: 5.00 ft
Anchor Bolt Detail Type: a
ICE&WIND PARAMETERS
Structure Class: II Design Wind Speed Without Ice: 90 mph
Exposure Category: B Design Wind Speed with Ice: 50 mph
Topographic Category: 1 Operationaf Windspeed: 60 mph
Crest Height: 0 ft Design Ice Thickness: 0.50 in
SEISMIC PARAMETERS
Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods
Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.02
T�(sec): 4 P: 1.3 Cs: 0.030
Ss: 0.041 S,: 0.018 Cs,Max: 0.030
F,: 1.600 F,,: 2.400 C,,Min: 0.030
Sds: 0.044 Sdi: 0.029
LOAD CASES
1.2D+1.6W Normal 1.2D+1.6W Normal-90 mph Wind with No Ice
1.2D+1.6W 60° 1.2D+1.6W 60'-90 mph Wind with No Ice
1.2D+1.6W 90° 1.2D+1.6W 90°-90 mph Wind with No Ice
0.9D+1.6W Normal 0.9D+1.6W Normal-90 mph Wind with No Ice(Reduced DL)
0.9D+1.6W 60° 0.9D+1.6W 60'-90 mph Wind with No Ice(Reduced DL)
0.9D+1.6W 90° 0.9D+1.6W 90'-90 mph Wind with No Ice(Reduced DL)
1.2D+1.ODi+1.OWi Normal 1.2D+1.ODi+1.OWi Normal-50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 60° 1.2D+1.ODi+1.OWi 60°-50 mph Wind with 0.5"Radial Ice
1.2D+1.ODi+1.OWi 90° 1.2D+1.ODi+1.OWi 90°-50 mph Wind with 0.5"Radial Ice
(1.2+0.2Sds)'DL+E Normal (1.2+0.2Sds)'DL+E Normal-Seismic
(1.2+0.2Sds)'DL+E 60° (1.2+0.2Sds)'DL+E 60°-Seismic
(1.2+0.2Sds)'DL+E 90° (1.2+0.2Sds)'DL+E 90°-Seismic
(0.9-0.2Sds)'DL+E Normal (0.9-0.2Sds)'DL+E Normal-Seismic(Reduced DL)
(0.9-0.2Sds)'DL+E 60° (0.9-0.2Sds)'DL+E 60°-Seismic(Reduced DL)
(0.9-0.2Sds)'DL+E 90° (0.9-0.2Sds)'DL+E 90'-Seismic(Reduced DL)
1.OD+1.OW Service Normal 1.OD+1.OW Service Normal-60 mph Wind with No Ice
1.OD+1.OW Service 60° 1.OD+1.OW Service 60°-60 mph Wind with No Ice
1.OD+1.OW Service 90° 1.OD+1.OW Service 90°-60 mph Wind with No Ice
�2007-2022 by ATC IP LLC. All rights reseived. Page 1 of 23 Model ID:52984 Scenario ID 276160 4/29I2023 17:46 59
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
EQUIVA�ENT MODAL ANALYSIS METHOD
(Based on ASCE7-10 Chapfers 11,12&l5 and ANSI/TIA-G,section 2J)
Spectral Response Acceleration for Short Period(SS) 0.04
Spectral Response Acceleration at 1.0 Second Period(S,): 0.02
Importance Factor(le): 1.00
Site Coefficient F„ 1.60
Site Coe�cient F�: 2.40
Response Modification Coefficient(R): 3.00
Design Spectral Response Acceleration at Short Period(S�s): 0.04
Design Spectral Response Acceleration at 1.0 Second Period(Stl,): 0.03
Period based on Rayleigh Method(sec): 1 A2
Redundancy Factor(p): 1.30
SEISMIC FORCES
(0.9-0.2Sds)*DL+E
Height Above Horizontal Vertical
Section/Appurtenance Base(ft) Weiqht Qb) a b c Sa, Force Qb) Force(Ib)
13 245.00 336 1.815 1.608 1.004 0.087 13 300
12 230.00 1119 1.600 0.778 0.670 0.061 29 997
11 210.00 1404 1.334 0.170 0.367 0.036 22 1251
10 190.00 1937 1.092 -0.074 0.182 0.022 18 1727
g 170.00 2396 0.874 -0.121 0.078 0.015 16 2136
8 150.00 2648 0.680 -0.081 0.026 0.013 15 2360
7 130.00 3144 0.511 -0.020 0.008 0.013 18 2802
6 110.00 3508 0.366 0.028 0.008 0.012 19 3127
5 90.00 4521 0.245 0.056 0.018 0.010 21 4029
4 70.00 4858 0.148 0.068 0.030 0.008 18 4330
3 50.00 5002 0.076 0.072 0.040 0.007 14 4458
2 30.00 5148 0.027 0.067 0.040 0.005 11 4588
1 10.00 6199 0.003 0.037 0.021 0.002 7 5525
Ericsson Radio 4408 w/Integra 246.00 33 1.830 1.678 1.030 0.089 1 30
Ericsson 8843 Rev 2 246.00 450 1.830 1.678 1.030 0.089 17 401
Ericsson Radio 4449-B13&85 246.00 210 1.830 1.678 1.030 0.089 8 187
Raycap RVZDC-3315-PF-48 246.00 64 1.830 1.678 1.030 0.089 2 57
Ericsson AIR 6449 641 246.00 305 1.830 1.678 1.030 0.089 12 272
Commscope NHH-65C-R26 246.00 310 1.830 1.678 1.030 0.089 12 276
Generic Flat Light Sector Fram 246.00 1200 1.830 1.678 1.030 0.089 46 1070
Andrew ATM200-A20 240.50 6 1.749 1.317 0.892 0.078 0 5
Nokia AirScale Dual RRH 4T4R B 235.00 251 1.670 1.012 0.769 0.069 7 224
Raycap ASU9338TYP01 235.00 15 1.670 1.012 0.769 0.069 0 13
Nokia FXFC 235.00 110 1.670 1.012 0.769 0.069 3 98
Commscope TMBXX-6517-A2M w/Ac 235.00 130 1.670 1.012 0.769 0.069 4 116
Flat Light Sector Frame 235.00 1200 1.670 1.012 OJ69 0.069 36 1070
Commscope FF-65GR1 235.00 331 1.670 1.012 0.769 0.069 10 295
ZDA ZDAQJ700-8 215.00 4 1.398 0.280 0.430 0.041 0 4
Stand-Off 215.00 300 1.398 0.280 0.430 0.041 5 267
Raycap SCEDC-8517-2-P-48 209.70 2 1.330 0.164 0.363 0.036 0 2
Ericsson RRUS 11 (Band 12) 206.60 50 1.291 0.108 0.328 0.033 1 45
Totals 47192 38.766 22.556 16.756 1.556 387 42060
(1.2+0.2Sds)'DL+E
Height Above Horizontal Vertical
SectionlAppurtenance Base(ft) Weight(Ib) a b c Sa� Force Qb) Force Ib
13 245.00 336 1.815 1.608 1.004 0.087 13 406
12 230.00 1119 1.600 0.778 0.670 0.061 29 1353
11 210.00 1404 1.334 0.170 0.367 0.036 22 1697
10 190.00 1937 1.092 -0.074 0.182 0.022 18 2342
02007-2022 by ATC IP LLC. All rights reserved. Page 10 of 23 Model ID 52984 Scenario ID 276160 4/29/2023 17:4659
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
9 170.00 2396 0.874 -0.121 0.078 0.015 16 2896
8 150.00 2648 0.680 -0.081 0.026 0.013 15 3201
7 130.00 3144 0.511 -0.020 0.008 0.013 18 3800
6 110.00 3508 0.366 0.028 0.008 0.012 19 4241
5 90.00 4521 0.245 0.056 0.018 0.010 21 5464
4 70.00 4858 0.148 0.068 0.030 0.008 18 5872
3 50.00 5002 0.076 0.072 0.040 0.007 14 6046
2 30.00 5148 0.027 0.067 0.040 0.005 11 6222
1 10.00 6199 0.003 0.037 0.021 0.002 7 7493
Ericsson Radio 4408 w/Integra 246.00 33 1.830 1.678 1.030 0.089 1 40
Ericsson 8843 Rev 2 246.00 450 1.830 1.678 1.030 0.089 17 544
Ericsson Radio 4449-B13&65 246.00 210 1.830 1.678 1.030 0.089 8 254
Raycap RVZDC-3315-PF-48 246.00 64 1.830 1.678 1.030 0.089 2 78
Ericsson AIR 6449 641 246.00 305 1.830 1.678 1.030 0.089 12 368
Commscope NHH-65C-R26 246.00 310 1.830 1.678 1.030 0.089 12 374
Generic Flat Light Sector Fram 246.00 1200 1.830 1.678 1.030 0.089 46 1450
Andrew ATM200-A20 240.50 6 1.749 1.317 0.892 0.078 0 7
Nokia AirScale Dual RRH 4T4R B 235.00 251 1.670 1.012 0.769 0.069 7 304
Raycap ASU9338TYP01 235.00 15 1.670 1.012 0.769 0.069 0 18
Nokia FXFC 235.00 110 1.670 1.012 0.769 O.D69 3 133
Commscope TMBXX-6517-A2M wl Ac 235.00 130 1.670 1.012 0.769 0.069 4 157
Flat Light Sector Frame 235.00 1200 1.670 1.012 0.769 0.069 36 1450
Commscope FF-65GR1 235.00 331 1.670 1.012 0.769 0.069 10 400
ZDA ZDAQJ700-8 215.00 4 1.398 0.280 0.430 0.041 0 5
Stand-Off 215.00 300 1.398 0.280 0.430 0.041 5 363
Raycap SCEDC-8517-2-P�8 209.70 2 1.330 0.164 0.363 0.036 0 2
Ericsson RRUS 11(Band 12) 206.60 50 1.291 0.108 0.328 0.033 1 60
Totals 47192 36.766 22.556 16.756 1.556 387 57043
�02007-2022 by ATC IP LLC. All rights reserved. Page 11 of 23 Model ID 52984 Scenario ID 276160 4/29/2023 17:46:59
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
DEFIECTIONS AND ROTATIONS
Load Case Elevation Deflection Twist Sway Resultant
(ft) (ft) (deg) (deg) (deg)
1.OD+1.OW Service 90°60 mph Wind with No Ice 205.13 0.2478 -0.0099 0.1776 0.1778
1.OD+1.OW Service 90°60 mph Wind with No Ice 210.00 0.2636 -0.0105 0.1884 0.1887
1.OD+1.OW Service 90°60 mph Wind with No Ice 214.88 0.2802 -0.0110 0.1975 0.1978
1.OD+1.OW Service 90°60 mph Wind with No Ice 234.88 0.3586 -0.0116 0.2788 0.279
1.OD+1.OW Service 90'60 mph Wind with No Ice 240.25 0.3817 -0.0115 0.2747 0.2747
1.OD+1.OW Service 90'60 mph Wind with No Ice 245.00 0.4025 -0.0113 0.2442 0.2444
1.OD+1.OW Service 60°60 mph Wind with No Ice 205.13 0.2441 -0.0110 0.1743 0.1747
1.OD+1.OW Service 60'60 mph Wind with No Ice 210.00 0.2596 -0.0119 0.1867 0.1871
1.OD+1.OW Service 60'60 mph Wind with No Ice 214.88 0.276 -0.0127 0.1937 0.1937
1.OD+1.OW Service 60°60 mph Wind with No Ice 234.88 0.3534 -0.0172 0.2563 0.2569
1.OD+1.OW Service 60°60 mph Wind with No Ice 240.25 0.3762 -0.0173 0.2764 0.2764
1.OD+1.OW Service 60°60 mph Wind with No Ice 245.00 0.3966 -0.0171 0.2363 0.2369
1.OD+1.OW Service Normal 60 mph Wind with No Ice 205.13 0.2582 0.0000 0.1793 0.1793
1.OD+1.OW Service Normal 60 mph Wind with No Ice 210.00 0.2741 0.0000 0.1969 0.1969
1.OD+1.OW Service Normal 60 mph Wind with No Ice 214.88 02912 0.0045 0.2020 0.2021
t.OD+1.OW Service Normal 60 mph Wind with No Ice 234.88 0.3709 0.0049 0.2005 0.2005
1.OD+1.OW Service Normal 60 mph Wind with No Ice 240.25 0.3944 0.0048 0.3081 0.3081
1.OD+1.OW Service Normal 60 mph Wind with No Ice 245.00 0.4152 0.0047 0.2399 0.2399
(0.9-0.2Sds)`DL+E 90°Seismic(Reduced DL)M2 205.13 0.0142 -0.0004 0.0121 0.0121
(0.9-0.2Sds)*DL+E 90°Seismic(Reduced DL)M2 210.00 0.0152 -0.0004 0.0129 0.0129
(0.9-0.2Sds)*DL+E 90°Seismic(Reduced DL)M2 214.88 0.0165 -0.0004 0.0138 0.0139
(0.9-0.2Sds)*DL+E 90°Seismic(Reduced DL)M2 234.88 0.0222 -0.0004 0.0176 0.0176
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M2 240.25 0.0238 -0.0003 0.0232 0.0232
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M2 245.00 0.0255 -0.0003 0.0181 0.0181
(0.9-02Sds)'DL+E 90°Seismic(Reduced DL)M1 205.13 0.064 -0.0019 0.0483 0.0483
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 210.00 0.0683 -0.0020 0.0513 0.0513
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 214.88 0.073 -0.0020 0.0541 0.0542
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 234.88 0.0945 -0.0019 0.0657 0.0657
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 240.25 0.1009 -0.0018 0.0818 0.0818
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 245.00 0.1067 -0.0017 0.0672 0.0672
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 205.13 0.0641 -0.0017 0.0479 0.048
(0.9-0.2Sds)"DL+E 60°Seismic(Reduced DL)M1 210.00 0.0684 -0.0017 0.0516 0.0517
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 214.88 0.0729 0.0017 0.0535 0.0535
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 234.88 0.0944 0.0017 0.0652 0.0652
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 24025 0.1009 0.0016 0.0829 0.0829
(0.9-02Sds)'DL+E 60°Seismic(Reduced DL)M1 245.00 0.1067 0.0015 0.0662 0.0662
(0.9-0.2Sds)`DL+E 60°Seismic(Reduced DL)M2 205.13 0.0142 -0.0004 0.0119 0.0119
(0.9-0.2Sds)'DL+E 60�Seismic(Reduced DL)M2 210.00 0.0153 -0.0004 0.0131 0.0131
(0.9-02Sds)`DL+E 60�Seismic(Reduced DL)M2 214.88 0.0164 0.0004 0.0136 0.0136
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M2 234.88 0.0221 0.0003 0.0175 0.0175
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M2 240.25 0.0238 0.0003 0.0230 0.023
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M2 245.00 0.0254 0.0002 0.0177 0.0177
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 205.13 0.0143 0.0000 0.0116 0.0116
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 210.00 0.0153 0.0000 0.0134 �.0134
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 214.88 0.0165 0.0004 0.0138 7.0138
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 234.88 0.0222 0.0003 0.0173 7.0173
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 240.25 0.0238 0.0003 0.0239 7.0239
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 245.00 0.0255 0.0002 0.0179 ].0179
(0.9-0.2Sds)`DL+E Normal Seismic(Reduced DL)M1 205.13 0.0642 0.0000 0.0471 ��.0471
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M1 210.00 0.0684 0.0000 0.0525 0.0525
(0.9-02Sds)`DL+E Normal Seismic(Reduced DL)M1 214.88 0.073 0.0017 0.0537 0.0538
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M1 234.88 0.0946 0.0017 0.0650 0.065
(0.9-0.2Sds)`DL+E Normal Seismic(Reduced DL)M1 240.25 0.1009 0.0016 0.0838 0.0838
(0.9-02Sds)`DL+E Normal Seismic(Reduced DL)M1 245.00 0.1067 0.0015 0.0664 0.0664
(12+0.2Sds)'DL+E 90'Seismic M1 205.13 0.0642 -0.0019 0.0484 0.0484
(1.2+0.2Sds)'DL+E 90°Seismic M1 210.00 0.0685 -0.0020 0.0514 0.0514
(1.2+0.2Sds)'DL+E 90'Seismic M1 214.88 0.0731 -0.0020 0.0543 0.0543
(1.2+0.2Sds)`DL+E 90'Seismic M1 234.SS 0.0948 -0.0019 0.0658 0.0659
(12+02Sds)"DL+E 90°Seismic M1 24025 0.1011 -0.0018 0.0822 0.0822
�02007-2022 by ATC IP LLC. AN rights reserved. Page 18 of 23 Model ID'52984 Scenario ID 276160 4/29/2023 17 46 59
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
DEFLECTIONS AND ROTATIONS
Load Case Elevalion DeFlection Twist Sway Resultant
(ft) (ft) (deg) (deg) (deg)
(1.2+0.2Sds)'DL+E 90°Seismic Mt 245.00 0.107 -0.0017 0.0673 0.0674
(�.Z+02Sds)`DL+E 90°Seismic M2 205.13 0.0142 -0.0004 0.0121 0.0121
(1.2+0.2Sds)'DL+E 90°Seismic M2 210.00 0.0153 -0.0004 0.0129 0.013
(12+0.2Sds)'DL+E 90°Seismic M2 214.88 0.0165 -0.0004 0.0139 0.0139
(1.2+0.2Sds)'DL+E 90°Seismic M2 234.88 0.0223 -0.0004 0.0176 0.0176
(1.2+0.2Sds)`DL+E 90°Seismic M2 240.25 0.0239 -0.0003 0.0234 0.0234
(�.2+0.2Sds)`DL+E 90°Seismic M2 245.00 0.0255 -0.0003 0.0181 0.0181
(1.2+0.2Sds)'DL+E 60'Seismic M2 205.13 0.0142 -0.0004 0.0119 0.0119
(�.2+0.2Sds)*DL+E 60°Seismic M2 210.00 0.0153 -0.0004 0.0132 0.0132
(1.2+0.2Sds)'DL+E 60°Seismic M2 214.88 0.0165 0.0004 0.0136 0.0136
(�.Z+0.2Sds)'DL+E 60°Seismic M2 234.88 0.0222 0.0003 0.0175 0.0175
(�.2+0.2Sds)'DL+E 60°Seismic M2 240.25 0.0239 0.0003 0.0229 0.0229
(�,Z+0.2Sds)'DL+E 60'Seismic M2 245.00 0.0255 0.0002 0.0177 0.0177
(�.2+0.2Sds)'DL+E 60°Seismic Mt 205.13 0.0642 -0.0017 0.0480 0.048
(1.2+0.2Sds)*DL+E 60°Seismic M1 210.00 0.0685 -0.0017 0.0518 0.0518
(1.2+0.2Sds)'DL+E 60'Seismic M1 214.88 0.073 0.0017 0.0536 0.0536
(1.2+0.2Sds)'DL+E 60'Seismic M1 234.88 0.0946 0.0017 0.0654 0.0654
(�2+0.2Sds)'DL+E 60°Seismic M 1 240.25 0.1011 0.0016 0.0830 0.083
(1.2+p.2Sds)'DL+E 60°Seismic Mt 245.00 0.1069 0.0015 0.0663 0.0663
(�.Z+0.2Sds)`DL+E Normal Seismic M2 205.13 0.0143 0.0000 0.0115 0.0115
(12+02Sds)`DL+E Normal Seismic M2 210.00 0.0153 0.0000 0.0135 0.0135
(12+0.2Sds)'DL+E Normal Seismic M2 214.88 0.0166 0.0004 0.0139 0.0139
(1.2+0.2Sds)'DL+E Normal Seismic M2 234.88 0.0223 0.0003 0.0173 0.0173
(1.2+0.2Sds)'DL+E Normal Seismic M2 240.25 0.0239 0.0003 0.0241 0.0241
(1.2+0.2Sds)'DL+E Normal Seismic M2 245.00 0.0256 0.0002 0.01 BO 0.018
(�.2+0.2Sds)'DL+ENormalSeismicMl 205.13 0.0644 0.0000 0.0471 0.0471
(1.2+0.2Sds)*DL+E Normal Seismic M1 210.00 0.0685 0.0000 0.0526 0.0526
(�.Z+0.2Sds)'DL+E Normal Seismic M1 214.88 0.0732 0.0017 0.0539 0.0539
(�.2+0.2Sds)`DL+E Normal Seismic M1 234.88 0.0948 0.0017 0.0652 0.0652
(�.Z+0.25ds)'DL+E Normal Seismic M1 240.25 0.1011 0.0016 0.0842 0.0842
(1.2+0.2Sds)*DL+E Normal Seismic M1 245.00 0.107 0.0015 0.0666 0.0666
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 205.13 0.2767 -0.0113 0.1946 0.1949
12D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 210.00 0.2939 -0.0120 0.2061 0.2064
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 214.88 0.3123 -0.0126 0.2150 0.2154
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 234.88 0.3969 -0.0134 0.2882 0.2885
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 240.25 0.4221 -0.0133 0.3002 0.3003
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 245.00 0.4439 -0.0131 0.2620 0.2621
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 205.13 0.2742 -0.0117 0.1922 0.1926
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 210.00 02913 -0.0127 0.2058 0.2061
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 214.88 0.31 -0.0135 0.2122 0.2123
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 234.88 0.394 -0.0174 0.2699 0.2704
1.2D+1.ODi+�.pWi 60°50 mph Wind with 0.5"Radial Ice 240.25 0.419 -0.0175 0.2949 02949
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 245.00 0.4406 -0.0172 0.2580 0.258
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 205.13 02817 0.0000 0.1933 0.1933
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 210.00 0.2989 0.0000 0.2123 0.2123
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 214.88 0.3176 0.0049 0.2176 0.2177
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 234.88 0.4029 0.0053 0.2258 0.2259
L2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 240.25 0.4282 0.0051 0.3264 Q3264
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 245.00 0.4503 0.0050 0.2584 0.2585
0.9D+1.6W 90�90 mph Wind with No Ice(Reduced DL) 205.13 0.8822 -0.0375 0.6358 0.6369
0.9D+1.6W 90°90 mph Wind wi[h No Ice(Reduced DL) 210.00 0.9385 -0.0399 0.6748 0.676
0.9D+1.6W 90°90 mph Wind with No Ice(Reduced DL) 214.88 0.998 -0.0419 0.7076 )7089
0.9D+1.6W 90'90 mph Wind with No Ice(Reduced DL) 234.88 1.2794 -0.0462 1.0003 1.0013
0.9D+1.6W 90'90 mph Wind with No Ice(Reduced DL) 240.25 1.3623 -0.0463 0.9779 0.9781
0.9D+1.6W 90'90 mph Wind with No Ice(Reduced DL) 245.00 1.4367 -0.0462 0.8757 0.8769
0.9D+1.6W 60°90 mph Wind with No Ice(Reduced DL) 205.13 0.8674 -0.0641 0.6223 0.6256
0.9D+1.6W 60'90 mph Wind with No Ice(Reduced DL) 210.00 0.9228 -0.0717 0.6662 0.67
0.9D+1.6W 60°90 mph Wind wfth No Ice(Reduced DL) 214.88 0.982 -0.0788 0.6949 0.6951
0.9D+1.6W 60`90 mph Wind with No Ice(Reduced DL) 234.88 12587 -0.1338 0.9196 0.9292
�2007-2022 by ATC IP LLC. All rights reserved. Page 19 of 23 Model ID 52984 Scenario ID 276160 4/29/2023 17:46:59
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
DEF�ECTIONS AND ROTATIONS
Load Case Elevation Deflection Twist Sway Resultant
(ft) (ft) (deg) (deg) (deg)
0.9D+1.6W 60°90 mph Wind with No Ice(Reduced DL) 240.25 1.3407 -0.1365 0.9988 1.0023
0.9D+1.6W 60°90 mph Wind with No Ice(Reduced DL) 245.00 1.4131 -0.1348 0.8496 0.8602
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 205.13 0.9228 0.0000 0.6451 0.6451
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 210.00 0.9804 0.0000 0.7078 0.7078
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 214.88 1.0417 0.0176 0.7265 0]267
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 234.88 1.3285 0.0197 0.7207 0.721
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 240.25 1.4134 0.0188 1.1020 1.102
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 245.00 1.4887 0.0195 0.8601 0.8603
1.2D+1.6W 90°90 mph Wind with No Ice 205.13 0.8838 -0.0376 0.6373 0.6384
1.2D+1.6W 90°90 mph Wind with No Ice 210.00 0.9403 -0.0400 0.6765 0.6776
1.2D+1.6W 90°90 mph Wind with No Ice 214.88 0.9999 -0.0420 0.7094 0.7107
1.2D+1.6W 90°90 mph Wind with No Ice 234.88 1.282 -0.0463 1.0026 1.0037
1.2D+1.6W 90°90 mph Wind with No Ice 240.25 1.3652 -0.0463 0.9818 0.9821
1.2D+1.6W 90°90 mph Wind with No Ice 245.00 1.4398 -0.0462 0.8781 0.8793
1.2D+1.6W 60°90 mph Wind with No Ice 205.13 0.869 -0.0642 0.6238 0.6271
1.2D+1.6W 60'90 mph Wind with No Ice 210.00 0.9245 -0.0719 0.6679 0.6717
1.2D+1.6W 60'90 mph Wind with No Ice 214.88 0.9839 -0.0789 0.6966 0.6968
1.2D+1.6W 60°90 mph Wind with No Ice 234.88 1.2613 -0.1341 0.9217 0.9314
1.2D+1.6W 60°90 mph Wind with No Ice 240.25 1.3435 -0.1368 1.0009 1.0045
1.2D+1.6W 60°90 mph Wind with No Ice 245.00 1.4162 -0.1351 0.8515 0.8622
1.2D+1.6W Normal 90 mph Wind with No Ice 205.13 0.9246 0.0000 0.6467 0.6467
1.2D+1.6W Normal 90 mph Wind with No Ice 210.00 0.9822 0.0000 0.7097 0.7097
1.2D+1.6W Normal 90 mph Wind with No Ice 214.88 1.0437 0.0177 0.7284 0.7286
1.2D+1.6W Normal 90 mph Wind with No Ice 234.88 1.3313 0.0199 0.7233 0.7236
1.2D+1.6W Normal 90 mph Wind with No Ice 240.25 1.4165 0.0189 1.1064 1.1064
1.2D+1.6W Normal 90 mph Wind with No Ice 245.00 1.4919 0.0196 0.8630 0.8632
02007-2022 by ATC IP LLC. All rights reserved. Page 20 of 23 Model ID 52984 Scenario ID 276160 4/29/2023 17:46 59
ASSET: 311285,SEELEY WI CODE: ANSIlTIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
DETAILED REACTIONS
"(-)Uplift and(+)Down
Load Case Radius Elevation Azimuth Node FX' FY* FZ*
(ft) (ft) (deg) (kip) (kip) (kip)
15.59 0.00 0 1 0.00 225.91 -22.56
1.2D+1.6W Normal 15.59 0.00 120 1a 7.09 -84.64 -6.70
15.59 0.00 240 1 b -7.09 -84.64 -6.70
15.59 0.00 0 1 -1.95 114.53 -10.95
1.2D+1.6W 60° 15.59 0.00 120 1a -10.45 114.71 3.80
15.59 0.00 240 1b -15.84 -172.61 -9.16
15.59 0.00 0 1 -2.35 18.89 -1.22
1.2D+1.6W 90° 15.59 0.00 120 1a -16.57 188.16 8.25
15.59 0.00 240 1b -14.53 -150.42 -7.02
15.59 0.00 0 1 0.00 220.95 -22.25
0.9D+1.6W Normal 15.59 0.00 120 1a 7.35 -89.24 -6.86
15.59 0.00 240 1 b -7.35 -89.24 -6.86
15.59 0.00 0 1 -1.95 109.70 -10.64
0.9D+1.6W 60° 15.59 0.00 120 1a -10.19 109.88 3.64
15.59 0.00 240 tb -16.10 -177.11 -9.31
15.59 0.00 0 1 -2.35 14.17 -0.92
0.9D+1.6W 90° 15.59 0.00 120 1a -16.30 183.25 8.09
15.59 0.00 240 1b -14.79 -154.94 -7.17
15.59 0.00 0 1 0.00 95.93 -1.83
1.2D+1.ODi+1.OWi Normal 15.59 0.00 120 1a 6.59 0.29 -4.57
15.59 0.00 240 1 b -6.59 0.29 -4.57
15.59 0.00 0 1 -0.61 62.88 1.60
1.2D+1.ODi+1.OWi 60° 15.59 0.00 120 1a 1.08 62.88 -1.32
15.59 0.00 240 1 b -9.49 -29.24 -5.48
15.59 0.00 0 1 -0.72 32.20 4.71
1.2D+1.ODi+1.OWi 90° 15.59 0.00 120 1a -0.83 85.90 0.07
15.59 0.00 240 1 b -9.01 -21.59 -4.79
15.59 0.00 0 1 0.00 31.54 -2.37
15.59 0.00 120 1a -0.61 12.00 0.29
15.59 0.00 240 1 b 0.61 12.00 0.29
(�.2+0.2Sds)`DL+E Normal M1
15.59 0.00 0 1 0.00 21.09 -1.45
15.59 0.00 120 1 a -0.99 17.23 0.56
15.59 0.00 240 1b 0.99 1723 0.56
15.59 0.00 0 1 -0.06 25.03 -1.80
15.59 0.00 120 1a -1.59 25.03 0.85
15.59 0.00 240 1 b 0.10 5.49 0.06
(1.2+0.2Sds)'DL+E 60'M1
15.59 0.00 0 1 -0.01 19.80 -1.35
15.59 0.00 120 1 a -1.17 19.80 0.67
15.59 0.00 240 1 b 0.89 15.94 0.51
15.59 0.00 0 1 -0.07 18.51 -1.24
15.59 0.00 120 1a -1.94 29.80 1.08
15.59 0.00 240 1 b 0.21 7.23 0.16
(1.2+0.2Sds)"DL+E 90°M1
15.59 0.00 0 1 -0.01 18.51 -1.24
15.59 0.00 120 1a -1.23 20.75 0.71
15.59 0.00 240 1 b 0.91 1628 0.53
15.59 0.00 0 1 0.00 26.67 -2.04
15.59 0.00 120 1 a -0.33 7.14 0.12
15.59 0.00 240 1 b 0.33 7.14 0.12
(0.9-0.2Sds)'DL+E Normal M1
15.59 0.00 0 1 0.00 1623 -1.12
15.59 0.00 120 1 a -0.70 12.36 0.40
15.59 0.00 240 1 b 0.70 12.36 0.40
15.59 0.00 0 1 -0.06 20.16 -1.48
15.59 0.00 120 1a -1.31 20.16 0.69
15.59 0.00 240 1 b -0.19 0.64 -0.11
(0.9-0.2Sds)'DL+E 60'M1
15.59 0.00 0 1 -0.01 14.94 -1.02
15.59 0.00 120 1 a -0 B9 14.94 0.50
15.59 0.00 240 1 b 0.61 11.08 0.35
15.59 0.00 0 1 -0 07 13.65 -0.91
(0.9-0.2Sds)'DL+E 90'M1
15.59 0.00 120 1a -166 24.92 0.92
�02007-2022 by ATC IP LLC. AN rights reserved. Page 21 of 23 Model ID 52984 Scenario ID:276160 4/29/2023 17:46 59
ASSET: 311285,SEELEY WI CODE: ANSI(TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
DETAIIED REACTIONS
`('-)Uplift and(+)Down
Load Case Radius Elevation Azimuth Node FX' FY` FZ'
(ft) (ft) (deg) (kip) (kip) (kip)
15.59 0.00 240 1 b -0.07 2.38 0.00
15.59 0.00 0 1 -0.01 13.65 -0.91
15.59 0.00 120 1 a -0.95 15.88 0.54
15.59 0.00 240 1 b 0.63 11.42 0.37
15.59 0.00 0 1 0.00 74.13 -7.12
1.OD+1.OW Service Normal 15.59 0.00 120 1 a 1.43 -13.47 -1.58
15.59 0.00 240 1 b -1.43 -13.47 -1.58
15.59 0.00 0 1 -0.58 42.89 -3.82
1.OD+1.OW Service 60° 15.59 0.00 120 1a -3.59 42.93 1.41
15.59 0.00 240 1 b -3.95 -38.62 -2.29
15.59 0.00 0 1 -0.69 15.74 -1.03
1.OD+1.OW Service 90° 15.59 0.00 120 1a -5.34 63.71 2.69
15.59 0.00 240 1b -3.57 -3225 -1.67
�02007-2022 by ATC IP LLC- All rights reserved. Page 22 of 23 Model ID 52984 Scenario ID'276160 4129/2023 17 4E'S9
__�.,,.
ASSET: 311285,SEELEY WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14430074 C3 02
MAXIMUM REACTIONS SUMMARY
Individual Global(DL+WL+IL) Global(DL+WL)
Max Uplift: 177.11(kip) Moment Ice: 1490.77(kip-ft) Moment 4840.98(kip-ft)
Max Down: 225.91 (kip) Total Down Ice: 96.52(kip) Total Down: 56.63(kip)
Max Shear 22.56(kip) Total Shear Ice: 10.97(kip) Total Shear: 35.96(kip)
1.2D+1.6W Normal
02007-2022 by ATC IP LLC. All rights reserved. Page 23 of 23 Model ID 52984 Scenario ID:276160 4/29/2023 17:46 59