HomeMy WebLinkAbout014-942-32-1106-LUP-2023-017 - . �' SUBMIT COMPLETED AGPLICATION AND
FEETo: APPIICATION FOR LAND USE VERMIT
Sawyer Counry �"SAWY�{COUNTY�W ISCONSIN . �� ;
Zoning&Conservation Depart. � ... ' -'F����—�.�-i--�-. a3�-------••^-,.--_.-^� �
-diels mp.kenwal � , ' � � �A
30610 Main St Suite 49 � Uv
HaY�+�ard.WI54843 . -.. . ... .. I` '� Chk# y��� ------ -�.-..�.,._ 4
(�15)634-8:88 ��� .� , . . , . �'-`�j � d
� ' �� Rc�t#New wa�i d �I�f �
:N>'+ ' ��v:;�No permin will Ce lssued until an lees are paitl. \ . i, � \
�hecks are made parable to:Sawyer County Zoning Deoartment. � . J
���vn �-a- i. . �� . � ..,� �-�.�'..�... .. � ,. , � 'c7rit-�h�lApptic.vVorrMllSTbezubmltted FlLLOUTININR (N�PEN�IL�
. a� n. � . � c��.,.. ... . ., �' . . ..� . . �.,.�., ., . . , .' - �
_______�.___ _..__.._._._.._...
' owner(s�Name: qmerican Tower Corporation l Verizon Wireless concrsc2or�z�rvame
� TREVOR J WHYTE ',
--_.._ ...___----- -------------. ..___ _._.__ ._.
nnaa��gneeress: 49030 Pontiac Trail Suite 100 Wixom,MI 48393 "�a'i'"g"deress.
' --- —_ ___� __
vno�e: 952-607-1439 rno�e:
' Ema�,. dknapek@smj-Ilc.com Em,a:
�' 12454 NORTH STATE HIGHWAY 27 HAYWARD.WI 54843'�
�. Site address: . Or Date a plkd tor. �I
---- ,i
' �esan ain x � �1�-I- ��`��-` �:�-' ��O:J --- ro�,ot: 1��✓�✓"�k _
PermitdellveryMetAod �� �(�all Owner XiNail Owner -.Call Contractor ,Mail Contractor �i
� �� --_— __._ —_ �
�''�, Is 7roperty/Land within 300 teet of River,Stream ���e. 1 � (
Distance Structure is from Shoreline: ts your vropertv
pre Wettands
'I n,`•"''''.°"`� �� feet in FfoodPiam �
� Creek or Landvrard side of Floodplain? � ��•..�• Present. ;
�,.. _—i m�P> i
Shoreland -- -- --- - --- -----_ _ __
� Is Property/land within 1000 feet of take,Pond or Flowage ��.; Distance Structure is from Shoreline� , ye5 Yes ,
No
[ �-;.+- �.-o�,-.,. �'��. feet - No ,
Non-Shoreland
Describe Projed 7a�a1 ri of
vafue at Time of project type Foundation What Type&Capacity is the
Compietion Number 6edrooms
� •inrud=donaced (House,garage,shed,deck, of Stories (Basement, pos2 Sewer/Sanitary System(s{
Addition,etc...) Crawlspace,
iime E ma�enai ��st separatelY Slab) construction
I
S � !
i� owdroR
IS
I �
acrossory BIAg
5 25,000.00 VZW Antenna Modifica[ion
addt�on/Alte.alion
I Height:
7otalSquare Lowest
Proposed Use � Proposed Structure Dimensions footage Grade to
(mukiply per Highest
story) Peak
! ( X )
''�, Residenw Ft.
with 2n°stnry or loft ( x ) Ft.
� ( X }
with Basement Ft.
— Attached Garage � ( X � �
_ Residential Use Ft.
Ac[essory Structure�e.pia��� ( X � � �
� AgfICU�tUfB� . ...-..esr.reP::nPe., . �-._, � Ft.
Use Temporery Guest Quarters or Bunkhouse(c��c!e��oe) ( x }
Ft.
i ( X )
�Commercial( Deck/Porch/Patio Ft.
� Industriai Use ( x �
�, (2n°)Deck/Porch/Patio Ft.
' _ Municipal Use ( x i ; I
�' Other�e.rlain] I
r P[. I
�
' Other � x ) '
iPrincipal5tructure,ak ,�.��:�i,co �da�.,+��: �=�a�.,c.�. �,. F�
� � x t � l
�ddition/Alteration �<pi„,� Equipment Modlfication '� �i Ft.
� Total Non-habitable square feet
���. Total habitable square fee[�. � i�..._�-.p3ce�.;araKes sh�j,.�• �.+qe,area i uie�,a;�:ur�,,�.
G'G►5�7 a- ` Go '(o[at•s�
� � ^ Original��n�lication MUST be submitted
--- --- --- -
' Attach a Pian or Saetch your Property on 8.5"x ll"or SS'"a I4"paper.•Mus['Include location and 5etback of proposed and existing structure5,roads,
driveway,sanitary components,wel�,lake,river,stream,and wetlands.
'------ -- ._..._--- -� � —--- - �--�--.._ ...___.__�
.__- -- —�—�-- --— - -__..__.__. ..__..-- ----
- Setback � SetDack
�, Dexnptlon � Descrfption
MeasuremeMs Meawrements
— -----.� .... .._-- ..._. ._�_--_' ___.. .._-- --.__ `.___._._-- •.
_ Setback from the CenterLne of Platted Road a•�dlur Feet '� Setback from.he Lake t�-v e,v._5�.-..ar �„r�} Feet
._._.--- --.. ...__--- -- ...__.
'. Setback from rhe Established Right-of-Way '� Feet � Setback from the Rfve�,Stream,Creek � Feet ��
--_. . . _. .. __ _-_.-� -----__ +--._._._._...
'� � Setback'rom the Bluff : Feet ��
,c r
.._._.--� _-�- - ........ . ,
-- _
� Setba�k hom�he North�et i ne ' Feet � �
>_. . ......._.._ _.._... _.._ �._.._. .___ _ ..._.. ..__—_��.....,.. .._ ;
I Setba[k from the South�ot Line Feet ; j Set bark from Wetland '� feet :
_. __.._._. ._ __ __.. . -- _-----. ._.-_- ' ..__._ _.
'� Sztback from!he West Lvt L�nc �. Feet . � Slope iin area of conzVuction/disturbance %Slope i
���. Setback from the East Loi Linc ^ � Feet ; Fte von,f Flo p��� Feet��
. . _._...,... . .._.. _ __.._- �,
_ ._..._ _..._ . ��.._.. _ �,. .�� '.
L. _.._....— ------ ___.._.__.. � —. .._.._...__. ._ _.------- . .:
' Setback to Septic Tartk�r Holding Tank �. Feet �, ; S�:tca_ . ell � �� Feet I
...___._- --__-� . :__ _. . . _ ..__
'� Setback to Dram Field Feet ��. i ' I
�_ _.__.� ..__.___ .�.�-- ---�- __._.__ �,
�. $etbat�k to Privy�Portable,Comppsting) � Feet ; � �
�
-----T_ _..__ . _.._� ._.... .___.__ � _,
��---- ._.... -_`__... _...____.:.T.___..- � ..—___�
'�. Calculate impervious surfaces.(Roofed,concrete,paved,and other wrfaces that water cannot penetrote.The Zoning Offlce can help you determine if a '.
'�. surtace is consideted impervious) �'�
I
': Calcufate lot area: �
� Inditate lot size fror^CSM or NCVUS(cirde one)�.__,_ �cres;Muhiply by 43,SE.^.=Lot area:___.___ Square Footage '���.
1 Caltulate impervious surface area: �
� Determiee rhe totai size,in square feet,of your projects IisteA aoove(indud2 eaves}� ___sq ft. ���.
: Determine the tota4 size,in square feet,of all ewsting roofed st�uct�res(i�cfude eavesy: sq h. �.
'. Determine[he totai size,in square feet,of all ex�sting pavedlbricked!bbcked surfaces:_ _ ___sq h. �� �
Add these measurements to determine total impervious surfaws� _�_sa R. "
, Calculate impervious bt percentage
; Total impervious surface: -lot area�. Sq ft.X t00=impervious wrfacc 3�
,v�n�a:.o,,:..a..«a<<...ai e._e_�,,-°;i
j "•Notice a separate grading permrt needs to be obtained if disturbed area is withio the Shoretand district as indicated on previous paqe and meets crrteria below••'
� --. _- -- .:
� � Grading on a slope greater than 20°6 � _ Grading of_more than t,00(I Sq.Ft.on 12%-20q�slopes� ��.
`� Grading of more than?,000 Sq_Ft.on Siopes.less than 12% __� Grading is in zxcess of 10,000 Sq.Ft. _�
� i(we)declare that ch8 appl-a[on ymrlud�ng a�y acc par.ymg n orma:�er)n�s„eer_=xar+ned by me(us)and to the ber cfi�ny rourl knowledge and beilef��.,;ue,correct ae,; i
completa F(wel acknowiedge!ha:�.(we)ar�{are1 responslb�e fo�rhe de:a�'a�e accuracV��all info�maUo��t(we)am(are}orord�ng and that r vnll be reliea upor.oY��+Ver
Coanty��n Ceterm'.ning�,�nzther!o��ssue a permlt.I(we1 f�rthzr ac;?pt��ahiGty wh��ch may Ae�resu�:of SaxryerCounty re!ying o�.th�s��n`�rmat�c������w=1 am(are}prv»ding m ar
n,���aopi :2�cn_I(we1 consei�t!o county cKruals ch3rged with adm�nistering roccb�c,dinances co Fave acce>s to thz ab�ve desuibed property at anv�easonab�e time for che ,,
� purpose a���.os�=cCien Atld!t:onaily,:he�nder<ig�ed personis)herebV 2�:vt per�..�s'or for a;cess[o[h�aroperty`cr onsi(=�n;p�cLon by M1lunic�oal O'tVc,ais. '.
r Owner ���'�/� / Ownef Drew K�aPek�SM11J IntematiMal/Agent for Vanzan Wlreless t!323
` Signature %iyi%��i% _Printed name _Date
�� P"l:.gwRh[he.eQ� ,�.. - ..;.. .. . _.., . ... �.
vou are responsible for con � iremenb of the Sdw4e Counhng Zomng OMmance5 and law anc regc atrons of!he State o°w�sco�sm.�ou are aiso zsoons b.e.or ,
� tomptymg wln State and�edera'Iaw:concernlr.g mnst uctron near or on weUands.Iakez,and streams ad�e c.^comp,y mav.�e��t ir�•emova�or mod��'[auon eF ronztru P . �
� !nat violates:he!aw oc other nenalbe�o�costs.Fo rrore irto rt-ation,visit tbe deear,nent of natural resources wetlands identrficatlon web paee or con!act a de�artTe t of
❑atural resources servlce center j6G8�2613225 ,
i issuance Information(County Use Only) i Sanitary Number. i t!of bedrooms:
; Permit De�ied�Datej: Reason for OemaL '��.,
(
` Permit N: ; �ssuing agenC ` Date:
, � �.-c�f � ' � �6 a3
_. _ _ ----T----_� _ —
Is Parcei a Sub-Standard Lot � Ves (oeed ot aecoMi__.,. itigauon Reqwred . Yes ��.No
� Is Parcei in Common Ownership .Yes jFuseO/Cant��guous Lo,�sl! �
� �. htitigation Attathed '�, � Ves No
��. is Rrudure Noo-Conforming ; �Ves _ N � ' �
-._.'- .__---' ---- - ---.._---- , . �_ ._---- �.
'� Granted by Vanance(B.O.A.) � Granted by Conditional Use ;
� Yes �No Case N: � Yes � No Case p: i
___.____ _.._.. ._.__. ._ .r_...__...__.___
�. Was Parcef Legally Created �' Yes No wer=Property Cines Represented bv Owne ' Yes No �'
', SVas Proposed Building Site Delineated i Yes No '��Nds�roDeRY Surveyed �� Ves No �'��.
� �_ --.__.__ ._...._.. . .
! Office Comments: ` Zone�istrict: �� Fee� i
j
------ �/��5___,� c�ll��1 w-.,�tI_ �w�.�' -- _--- - __,'�'so�
�:�����Q
_ _-- _
Redl EStdt2 Sawyer County Property Listing Property5tatus: Current
Today's Date:2/17/2023 Created On:10/11/2010 9:24:02 AM
�'Description Updated:12/9/2019 '�Ownership Updated:2/25/2020
-- --_... .----. .._-- _—..-- --_. _. _......_ ---------
TaxID: 40913 � TREVORJ WHYTE HAYWARD WI
PIN: 57-014-2-42-09-32-1 01-000-000060
Legacy PIN: 014942321106 Billing Address: Mailing Address:
Map ID: 1.6 7REVOR]WHY7E TREVOR]WHYTE
Municipality: (014)TOWN OF LENROOT 12495N COUNTY HWY T 12495N COUNTY HWY T
STR: 532 T42N R09W HAYVJARD WI 54843 HAYWARD WI 54843
Description: PRT NENE LOT 1 CSM 31/237#7750
Recorded Acres: 5.010 ��Site Address *indicates Private Road
--- . __..____....------- ---
Calculated Acres: 4.980 12954N STATE HVJY 27 HAYWARD 54843
Lottery Claims: 0 �
First Dollar: No U Property Assessment Updated:9/26/2014
Zoning: (F-1)Porestry One .____ .._.. .__.._ __..._-- --_.-._._-----
2023 Assessment Detail
ESN: 400
Code Acres Land Imp.
G1-RESIDENTIAL 5.010 19,000 0
`��Tax Districts Updated:10/11/2010
--.—.—__. ____-- ----- ______ ._..
1 State of Wisconsin 2-Year Comparison 2022 2023 Change
57 Sawyer County Land: 19,000 19,000 0.0%
014 Town of Lenroot Improved: 0 0 0.0%
SR478 Hayward Community School Distrid Total: 19,000 19,000 0.0%
001700 Technical College
-• Rewrded Documents Updated:2/25/2020 C31 property History
WARRANTY DEED Parent Properties Tax ID
Date Recorded:2/21/2020 422665 57-014-2-42-09-32-1 01-000-000010 18535
CERTIFIED SURVEY MAP
Date Recorded:10/7/2010 369093
LEASE
Date Re�orded:4/5/2010 365863
TERMINATION OF DECEDENTSINTEREST
Date Recorded:3/31/2010 365820
TERMINATION OF DECEDENTSINTEREST
Date Recorded:2/17/2010 365273
WARRANTY DEED
Date Recorded:5/11/2007 346375
WARRANTY DEED
Date Recorded:5/8/1996 254127 576/368
SJ]ild HistolYEZecord Count�1- �
---� -------.__.
HISTORY O Expand All History White=Current Parcels Pink=Retired Par�els
O Tax ID:18535 Pin:57-014-2-42-09-32-1 O1-000-000010 Leg.Pin:014942321101 Map ID:.1.1
40913 This Parcel Parents Children
SMJINTERNATIONAL
49030 Pontiac Trail, Suite 100
Wixom, MI 48393
www.smj-llc.com
February 13, 2022
Sawyer County
Attn: Zoning Department
10610 Main St. Suite 49
Hayward, WI 54843
715-638-3224
Re: Verizon's Proposed Upgrade 2022 project at:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
Encl: 1 Check for ($500.00)
Building and Inspection:
I have previously been in touch with your department regarding Verizon's proposed upgrade at 12454 NORTH
STATE HIGHWAY 27 HAYWARD, WI 54843, 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. I look forward to hearing from you.
All the best,
,lJ,�� .�Qp�,6
Drew Knapek
SM� �NTGRNATIONAL
49030 Pontiac Trail • Suitc 100 • �Y'ixom • Michi�an � L�.S.A • �38393 � P: (616) 745-d777 i F: (888) 7�5-d719
691 Ouellctte Avenue • Windsor • Ontario • Canada • N9A 4J4 � P: (519) 915-1349 � F: (888) 745-4719
AMERICAN TOWER'
C O R P O R A T I O Il
LETTER OF AUTHORIZATION FOR PERMITTING
ATC SITE#/NAME/PROJECT:311256/HARD ROCK WI/14178981
S(TE ADDRESS: 12454 N STATE ROAD 27,HAYWARD,WI 54843
APN: 014-942-32-1106
LICENSEE: VERIZON WIRELESS dba VERIZON WIRELESS, CENTRAL STATES TOWER
HOLDINGS LLC
SITE ACQUISITION VENDOR(APPLICANT REPRESENTATIVE): SMJ INTERNATIONAL
I, Margaret Robinson, Vice President, UST Legal for American Tower*, owner/operator of the tower
facility located at the address identitied abo��e (the '`fo���er Facility�''), do hereby authorize VERIZON
WIRELESS dba VERIZON W[RELESS, CEIVTRAL STATES TOWER HOLDINGS LLC, SMJ
INTERNATIONAL their successors and assigns, and/or 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
VERIZON W(RELESS telecommunications' installation on the Tower Facility.
I understand that these applications may approved with conditions. The above authorization is limited to
the acceptance by Licensee only of conditions related to Licensee`s installation and any such conditions of
approval or moditications�vill be Licensee's sole responsibility.
Signature:
/
/�
�
�
Print Name: Margaret Robinson
Vice President, UST Legal
American Tower*
NOTARYBLOCK
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 me (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 official seal,this 6'h day of February,2023
NOl'nitY til.i�l. ��_
F*'"' MEUSSA ANN METZLERi TIOt�]yPi1f�11C _ -t-- -- ---- ---
c`��.
'�}�'� S ` Notary?uhiic My C:ommission}-;xpiros:March�l4,2(/25
�.."I��,Conun^nwr.ai+ai o!MassuhusetM� .
.M�Cr.mm�iginn EauitE7 Mor:+•t t Ip25!
...-.�...-...
10 Presidentlal Way•Woburn,MA 01801 • 781.926.4500 ONce• 781.926.4555 Fax • www.americantower.com
���
i
Site Name: WI-00-0286 HARD ROCK
GROUND LEASE AGREEMENT
1. Premises and Use. Pamela 7 Schuler a/k/a Pamela J Lewi�-Schuler and Sco[t Schuler, husband a�
� �wife.whose address Is NS551 St Catherine's Bay,Hlibert WI 54129, (collectively"Owner")leases to Centraf States
Tower Holdings,ILC,a Delaware Ilmited Iiabllity comparty,having a mailing address of 323 S.Hafe Street,Suite 100
Wheaton,IL 60187 ("LESSEE'�,the site described below:
Land consisting of approximafely 50,000 square feet upon which LESSEE will conscruct its equlpment and antenna
support strutture,as well as space required for cable runs to connect its equipment and antennas In the location(s)
shown on Exhibit A, attached hereto, together with non-exclusive easements for reasonable access thereto, for
placement of an underground grounding system,and for access to the approprlate source of electrlc and telephone
facilities, in the discretlon of LESSEE (the"Site"). The Site will be used by Lessee for the purpose of instailing,
removing, replacing, modifying, maintalning and operating, at its expense, communications service faclli[ies,
tncluding, wi[hout Iimltation, antenna and base statlon equlpment,cable,wiring, back-up power sources (including
generators and fuel storage tanks),related fixtures and,If applicable to the Site,an antenna support structure(thc
"Facilities"). �essee will use the Site in a manner which wlll not unreasonably disturb the occupancy of Owner's other
' tenants,if any. Lessee will have unrestricted access to the Site 24 hours per day,7 days per week. Owner agrees to
refrain from leasing any additional property aC this Iocation to another enti[y for the purposes of developing another
` communications servlce faclliry.
2. Term. The term of this Agreement (the"Inftlal Term") is 5 years,commencfng on the date that both
'Owner and LESSEE have executed this Agreement ("lease Commencement Oate"). This A9reement witl be
automatically renewed for 8 additlonal terms of 5 years each(each a"Renewal Term"),unless Lessee provides Owner
with notice of its intention not to renew not less[han 90 days prior to the expiration of the Initial Term or any
RenewalTerm.
3. Rent. Untll the date that Is the first (ist) day of the month following the date LESSEE commences
Installatlon of the Facilitles at the Site("Rent Commencement Date'�,rent will be a one-time aggregate payment of
� -$100.00,the recefpt of which Owner acknowledges. ThereaRer,rent will be pald on or before the Flfth(5'")day of
each calendar month in advance in equal monthly installments of (untll increased as set forth herein),partial
months to be prorated. Rent for each Renewal Term will be ncreased on the anniversary of the Lease
� Commencement Date to an amount equal to!of the rental rete In effect for the prior Term. Notwithstanding
anything contalned In thls Sectlon, Lessee'obligation to pay rent Is con[ingent upon Lessee receip[of a W-9 form
se[ting forth the tax identification number of Owner or of the person or entlty to whom rent checks are to be made
payable as directed in wrlting by Owner.
. 4. Title and Oulet Possesslon. Owner represents and warrants to LESSEE and further agrees that:(a)it is
the owner of the property; (b} it has the right to enter into thls Agreement; (c) the person slgning thfs Agreement
has the authority to sign;(d) LESSEE is entitled to access the Site at all times and to the quiet possession of the Site
throughout the Initial Term and each Renewal Term so long as LESSEE Is not in default beyond the explration of any
cure period;and(e) Owner will not have unsupervfsed aaess to the Site or to the facllitles.
5. Assianment/Sublettina.LESSEE will have the right to sublcase all or any portion of[he Si[e,or assign
its rights under this Agreement without notice to or consent of Owner.
6. LVQ�g�. All notices must be In writing and are effective only when deposited in the U.S.mail,certifled
��•and postage prepaid, or when sent via overnight delivery. Notices to Lessee must be sent to the address shown
underneath Lessee'signature. Notices to Owner must be sent to the address shown underneath Owner's slgnature.
7.Imnrovements. Lessee may,at its expense,make Improvements on the Site as it deems necessary or
desirable from time to time for the operatlon of the Facilities. Owner agrees to cooperate with LESSEE with respect to
obtaining any requlred zoning or other gqver�mental approvals for the Site and the Faciiltles. Upon termination or
. expiretion of this Agreement,LESSEE aws`��{nove the Facilities and will restore the Site to substantialty the condition
� existing on the Lease Commencement Date except for ordinary wear and tear and casualty loss,
,1�,�t s��
8. Comnliance with Laws. Owner represents and warrants to LESSEE that Owner's property(including tlie
Site), and all improvements located thereon, are in substantial comptlance with building, Nfe/saFety, disability a�
� Owner�nitlals:�—�����1�
' LESSEE InlNals:__/..X��__
/�
, Site Nama: Wi-QO-0286 HARD ROC1LC
other laws, codes and regulations of appllcable governmental authoritles. LESSEE wlll substanttally comply wlth all
applicable laws relating to its possesslon and use of the Site.
9. Interference. LESSEE will resolve technical interference problems with other equipment located at the
, Slte on the Lease Commenccment Date or any equlpment that becomes attached to the Site at any future date when
.. LESSEE desires to add additional equipment to the Site. Likewise, Owner wifl not permit or suffer the Installatlon of
any equipment after the Lease Commencement Date that: (a) results in technical Interference problems with the
`Facilities; or(b) encroaches onto the Site.
10. Utilitfes. Owner represents and warrants to Lessee that all utillties adequate for Lessee' use of the Site
are available at or near the Site. LESSEE will pay for all utllitles used by It at the Site. Owner will cooperete with
LESSEE in LESSGE' efforts to obtaln utllfttes from any location provided by Owner or the servtcing utllity, including
. signing any easement(s) or other instrument(s) reasonably requlred by the utility company. If there Is a loss of
electrical service at the Site, LESSEE may, at its expense, Install and maintaln a temporary generator and fuel storage
tank at the Site or the property adjacent to the Site at the location depicted in Exhiblt A.
il. Termination. Notwithstanding any provtsion contalned In this Agreement, LESSEE may, in LESSEE' sole
and absolute discretion and at any time and for any or no reason, terminate this Agreement without further Ilabllity by
dellvering prior wrltten notice to Owner.
12. Default. tf either party ts in default under thls Agreement for a period of 30 days following receipt of
written notice from the non-defaulting party, the non-defaulting party may pursue any remedies available to ft agalnst
the defaulting party at law or in equity, including, but not Iimited to, the right [o terminate this Agreement. If a non-
monetary defauMt cannot reasonably be cured within a 30-day period, thls Agreement may not be termina[ed if the
defaulting party commences actlon to cure the default within the 30-day period and proceeds with due diligence to
fully wre the default.
13. Indemn(tv. Subject to Sectfon 17 hereof, Owner and LESSEE each indemnifies and agrees to defend the
other against and holds the other harmless from any and all costs (including reasonable attorneys' fees) and claims of
liability or loss which arise out of the ownershlp, use and occupancy of the Site by the indemnifying party. This
indemnity does not apply to any claims arising from the negllgence or Intentional misconduct of the Indemnlfied party.
7he indemnity obligations under this Section will survlve termination of this Agreement.
14. Hazardous Substances. Owner represents and warrants [o LESSEE that it has no knowledge of any
substance, chem(cal or waste on the Slte that is identified as hazardous, toxic or dangerous (collectively, "Substance'�
in any applicable federal, state or Iocai law or regulatlon. LESSEE will not Introduce or use any Substance on the Site
In violation of any applicable law. Owner wlll have sole responsibllity for the identiflcation, investlgation, monitoring
and remedlation and/or cleanup of any Substance discovered at the Site unless the presence or release of the
Substance is caused by the activities of LESSEE.
15. Subordination and Non-Disturbance. This Agreement is subordinate to any mortgage or deed of trust
of record agalnst the Site as of the Lease Commencement Date. Promptly after this Agreement Is fully executed,
however, Owner will obtaln a non-disturbance agreement In a form reasonably acceptable to LESSEE from the holder
of any mortgage or deed of trust.
16. Prooertv Taxes. LESSEE wlll be responsible Eor payment of ali personal property taxes assessed
directly upon and arising solely from its use of the Facilitles on the Slte, [n the event that a reassessment of real
property taxes are grossly increased and are deemed to be directly attributable to the addition of the tower on the
Leased Premises, Lessee wlll appeal, on behalf of the Owner, the Increased taxes, to the best of Lessee's abllity.
Owner shall provide Lessee wlth the annual tax assessment wlthin ten (10) days of receipt of the [ax blll. If Owner
fails to provide such notice within such time frame, Owner shall be responsible for all increases in Caxes for the year
covered by the assessment. In the event that Lessor falls to pay, when due, any taxes affecting the I_eased Premises
or the Easement, Lessee shall have the right, but not the obligation, to pay such taxes and deduct the full amount of
the taxes paid by Lessee on Lessor's behalf from future Installments of Rent.
17. Insurance. LESSEE will procure and malntafn commercfal general liability insurance, with Ilmits of not
less than - combined single limit per occurrence for hodily injury and property damage Iiability, wlth a
certificate of insurance to be furnished to Owner withln 30 days after IESSEE' receipt of a written reques[. Each party
hereby waives Its right of recovery against the ether for any loss or damage covered by any insurance policies
' ;' Site Name: WI-00-0286 HARD ROCK
maintained by the waEving party. Each party wi{i cause each Insurance policy obtained by it to provide that the
Insurance company waives alf rights of recovery by subrogation agalnst the other party in connection with any
damage covered by the policy.
18. �laintenance. LESSEE wilk be responsible for repairing and maintaining the Facilities and any other
improvements installed by LESSEE at the Site in a proper operating and reasonably safe condition; provided, however,
if,any repair ar mafntenance Is requfred due to the acts or omissions af Owner, ►ts agents, cantractors or employees,
Owner will promptly reimburse LESSEE for the reasonable costs incurred by LESSEE to restore the damaged areas to
the condition which existed fmmediately prior thereto. Owner will maintain and repair all other portions of the
� � property of which the 5ite is a part !n a proper operating and reasonably safe condition.
19. Miscellaneous. (a} This Agreement appiies to and binds the heirs, successors, executors,
administrators and assigns of the parties to this Agreement; (b) thls Agreement Es governed by the laws of the state
in which the Site is {ocated; (c) Owner agrees to promptiy execute and dellver to LESSEE a recordabte Memorandum
of Agreement in the form of Exhiblt B, attached hereto; (d) Owner agrees not to lease any of its property within a
radfus of three (3) miies from the Site for construction of a tower or far use as a communications facility or for the
operatlon of an antenna site leasing business which competes directly or indirectly with Lessee (e} this Agreement
(including the Exhibits) constftutes the entire agreement between the partles and supersedes aff prfor written and
verbal agreements, representations, promises or understandings between the parties, Any amendments to this
Agreement musC be in writing and executed by both parties; (� Ef any pravlsion of this Agreement is invalfd or
unenforceable wfth respect to any party, the remainder of this Agreement ar the application of the provEsfon to
persons other than those as to whom it is held invalid or unenforceabie, wilf not be affected and each pravision of this
Agreement will be valid and enforceable to the fullest extent permitted by law; and (g) the prevaif{ng party in any
action or proceeding in court or mutually agreed upon arbitratfon proceeding to enforce the terms of this Agreerr�ent is
entitled to receive its reasonabfe attorneys' fees and other reasonable enForcement casts and expenses from the non-
prevaiiing party.
20. Right of First Refusal. If Landlord elects, during the Term (i) to sell or oiherwise transfer all or any
portion of the Leased Premises, or (ii) grant to a third party by easement or other legal Instrument an interest in and
to that portion of the Leased Premises occupied by Tenant, wlth or without an assignment of this Agreement to such
third party, Tenant shall hdve the r€ght of first refusal to meet any bona flde offer of sa{e or transfer on the same
terms and conditions of such offer, If Tenant fafls to meet such bana fide offer within thirty (30) days after written
notice thereof from Landlord, Landlord may sell or grant the easement or interest in the �eased Premises or portfon
thereof to such third person in accordance with the terms and conditions of such th(rd party offer. For purposes of this
Paragraph, any transfer, bequest or devlse of Landlord's interest in the Leased Premises as a result of the death of
Land(ord, whether by will or intestate succession, sha11 not be consldered a sale of the Leased Premises for which
• Landlord has any right of first refusal.
21. �n-Bindlna Until Fully Executed. This Agreement is for discussion purposes onfy and does not
constttute a formal offer by either party. This Agreement is not and wl�l not be binding on either party until and
unless it is fully executed by both parties.
The following Exhibits are attached to and made a part of this Agreement; Exhibtts A and B.
,�'
OWNER(S):
Pamela J Schuler a/k/a Pamela J Lewis-SchuleC AND Sr�rr sch�aler
gyk.�MM�2 C�u�✓gy;—�%��Y/".�
ss#: ss� : ��
Address: N5551 St. Catherine's Bay Address: 1L5551 St Catherine's Bay _
. Hflbert, WI 54129 HilhPrt. W7 54129
, Phone No.: (920) 439-1055 Phone No.: �920 4) 39_1055
, ' ' Site Name: WT-00-0286 HARD ROCIC
LESSEE:
, Central States Tower H Idings, LLC, a Delaware iimited liability company
/l c
By. _-
Nam . Brian P. Meier
Title: C.O.O.
Address: 323 S Hale Street
Suite 100
Wheaton. IL 60187 _
Date: �/� ' S � `� �
Attach Exhibit A - Site Description
Attach Exhibit B - Memorandum of Agreement�orm
Site Name:WI_00-0286 HARD ROCK
EXHIBIT A
TO GROUND LEASE AGREEMENT
Site Description
Pagelof2
Site consists oP a 100 ft. x 100 ft. parcel located at+/-12470N State Hwy 27,situated in the City of
Havward, County of Sawver,Statc of Wisconsin,together with 35'wide ingress/egress and utilities
easement(s)within the parent parcel commonly described as follows:
Leqal Descrintion:
The Northeast One Quarter of the Northeast One Quarter (NE �/a - NE �/a) lying East of State Highway
Twenty-seven (27), as now laid out, in Section Thirty-two (32), Township Forty-two (42) North, Range
Nine (9) West, Town of Lenroot, Sawyer County, Wisconsin, less and excepting the foliowing described
premises:
'fhe South 442 feet of the East 493 feet of the Northeast Quarter of the Northeast Quarter(NE �/a NE �/a)of
Section Thirty-two (32), Township Forty-two (42) North, Range Nine (9) West,Town of Lenroot, Sawyer
County, Wisconsin, along with an easement for ingress and egress 33 �/z feet in width running in a
Northerly direction From the Northeast corner of the Section line to the Northeast corner of the above
described reai estate, a distance of 884.09 feet north along the Section line to the Northeast corner of
Section Thirty-two(32),Township Forty-two(42) North,Range Nine(9)West,thence Westerly 33'/z feet;
thence Southerly perpendicu�ar to the aforementioned North and South line, South 884,09 feet more or
less to the Northern line of the South 442 feet of the East 493 feet to the Northeast Quarter of the
Northeast Quarter (NE '/a NE �/o)oF Section 32,Township 42 North, Range 9 West, thence easterly to the
place of beginning.
Owner Initiais: 1 �`� 7i�
LESSEE Initials;�
� � . .
Sife Name: WI-00-0286 HARD ROCK
EXHIBIT A
TO GRUUND LEASE AGREEMENT
Site Description
(Page 2 of 2)
Site Plan :
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Owner Initials: �`'
L.ESSEE Initials:
Note: Owner and LESSEE may, at LESSEE' optEon, repiace this Exhibit with an exh'tbit setting forth the legal
cfescription of the property on wh9ch the Site is located and/or an as-built drawing depicting the Site.
Site Name: WI-00-0286 HARD ROCK
EXHIBIT B
TO GROUND LEASE AGREEMENT
Memorandum of Agreement
This Memorandum of Agreement ("Memorandum"} this day day of , 2009,
evidences that a lease �was made and entered into by a written Ground Lease Agreemenl (the
"Agreement") dated , 2009, between Pamela J Schuler a/k/a Pamefa ]. Lewis-
Schufer, and Scott Schuler, husband and wife, whose address is N555I St. Catherine's Bay Hilbert, WI
54129 ("Owner") and CENTRAL STATES TOWER HOLDINGS, LLC, a Delaware iimited liability company
("LESSEE"},
The Aqreement provides in part that Owner leases to LESSEE certain real property owned by Owner and
focated at +/-12470R! 5tate Hwy 27, situated in the City af Hayward, County of SawXer, State of
Wisconsin, tagether with non-exclusive easements for reasonable access thereto, for placement of an
underground grounding system, and for access to the appropriate source of electric and telephone
facilities (the "Site"). The Site is further described in Exhibit A attached hereto. The term of the
Agreement is 5 years commencing on , 20 , which term is
subjec� to 8 additional 5-year extensions that may be exercised by LESSEE.
The parties have executed this Memorandum as of the day and year first above written.
Attach Exhibit A - Site �es r" tion
Owner Initiafs;
���
LE5SEE Initials;
Site Name: WI-00-0286 1-iARD ROCK
The fotlowing Exhibits are attached to and made a part of this Agreement: Exhibits A and B.
�W{VER(S):
Signed,seafed and delivered in the presence of:
BY: ���� � �
Unofficial Witness Print Name: Pamefa 1.Sch er a/k/a Pamela J. Lewis-Schuler
7itie: Owner
�ate: Q ��1 D _
BY: `��%i!%� _
Unofficial Witness Print Name: Scott Schufer
Title:
Date: ( � a( —��—__ _
COUNTY OF ( �(,t��t� ��,.wQ )
� )ss
STATE OF ��SC cs`���.-,.., }
S �
The foregoing instrument was subscribed and sworn to bef�re me this �C day of `-� 20Q9,
by Pamela J Schuier a/k/a Pamela 1.Lewis-Schuler and Scott Schuler,husband and wife,lcnown to e to be the persons named in
and who executed the foregoirtg ih5trupient,and acicnowledged#hat they executed ihe same as their voluntary act and deed.
,,'�K• RATy'-. ���\ � /
�c7.� ��� �(�` �• �-r��,_� `���� Notary PubEic
=�v� pTAR Y Print name: �-�- t � i1,e Gr c�-r-��t�e-.
: , � �,�. ; Notary in C�ce.'Fci� �v,-,;t County, Lul
• P�g��G � � , Acting in ����<<, a�-„1 P _County,�
. ;' �
', � '• , , ' � ' My Commission Expires: �—� � �'��
***�***�***�****�*�►* ���#«�*•* �?�*����*����#*��
,''��F OF �\S���, LESSEE:
�' � r � � � � ',
Signed,seafed and delivered in the presence of: �
� i
By:
Unofficial Witness Print IVame: Brian P.Meier
Title: C.O.�.
/ ( e�
Date: / (' '" ) `'�� )
COUNTY OF )
)ss
STATE OF )
The foregoing instrument was subscribed and sworn to before me this day of _,Z��9,
by Brian P.Meier,C,O.O.,known to me to be the person(s)named in and who executed the foregoing instrument,and
acknowledged that he/she/they executed the same as his/her/their voluntary act and deed.
, Notary Public
� . Print name:
Notary in County,
Acting in County,
My Commission Expires;
Aftach Exhibit A-Site Description
Attach Exhibit B-Men�orandum of Agreement Form
Site Name:WI_00-0286 HARD ROCK
EXHIBIT A
TO MEMORANDUM OF AGREEMENT
Site Description
Page 1 of 2
Site consists of a 100 ft. x 100 ft. parcel located at+1-12470N State Hwy 27,situated in che City of
Havward,County of Sawver,State of Wisconsin,together with 35'wide ingress/egress and utilities
easement(s}within the parent parcel commonly described as follows:
Leqal Description:
The Northeast One Quarter of the Northeast One Quarter (NE �/a - NE �/a) lying East of State Highway
Twenty-seven (27), as now laid out, in Section Thirty two (32), Township Forty-two (42) North, Range
Nine (9) West, Town of Lenroot, Sawyer County, Wisconsin, less and excepting the following described
premises:
The South 442 feet ot the East 493 feet ot the Northeast Quarter of the Northeast Quarter(NE �/a NE Ya)of
Section Thirty-two (3Z), Township Forty-two (42) North, Range Nine (9) West,Town of Lenroot, Sawyer
County, Wisconsin, along with an easement for ingress and egress 33 �/z feet in width running in a
Northerly direction from the Northeast corner of the Section line to the Northeast corner of the above
described real estate, a distance of 884.09 feet north along the Section line to the Northeast corner of
Section Thirty-two(32),Township Forty-two(42)North, Range Nine(9)West,thence Westerly 33 '/z feet;
thence Southeriy perpendicular Co the aforementioned North and South line, South 884.09 feet more or
less to the Northern line of the South 442 feet of the East 493 feet to the Northeast Quarter of the
Northeast Quarter (NE Va NE �/a) oP Section 32, Township 4Z North, Range 9 West, thence easterly to the
place of beginning.
Owner Initials:��v, ��
LESSEE Initials:
�—
Site Name:WI-00-0266 HARO ROCK
ApDENDUM NO.1 TO GROUND LEASE AGREEMENT
WHEREAS,Pamela J.Schuler a/k/a Pamela Lewis-Schuler and Scott Schuler,husband and wife
(collectively"Owner")and Central States Tower Holdings,LLC('LESSEE")have reached an agreement
regarding the lease of certain property in Sawyer County,Wisconsin for the purpose of LESSEE installing
and maintai�ing a cell phone tower;and
WHEREAS,Owner and LESSEE will sign contemporaneously with the signing of this Addendum No.1
to Ground Lease Agreement("Addendum")a Ground Lease Agreement dated
/O " S ,2009("Ground Lease AgreemenY'),which details the agreements
between Owner and LESSEE with regards to LESSEE's use of Owner's real property;and
WHEREAS,Owner and LESSEE have agreed to certain revisions to Ground Lease Agreement and
desire to enter fnto this Addendum to memorialize the revisions to the Ground Lease Agreement.
WHEREFORE,in consideration of the foregoing and for other good and valuable consideration,the
receipt and sufficiency of which are hereby acknowledged,Owner and LESSEE,intending to be legally
bound,agree that the Ground Lease Amendment shall be revised and amended as follows:
1. Paragraph 7 of the Ground Lease Agreement shall be revised and replaced with following
paragraph.
"7. Imarovements. LESSEE may,at its expense,make improvements on the Site as it deems
necessary or desirable from time to time for the operating of the Facilities. Owner agrees to
cooperate with LESSEE with respect to obtaining any required zoning or other governmental
approvals for the Site and the Facilities. Upon termination or expiration of this Agreement,LESSEE
shall,within 120 days of the termination or expiration date,remove the Facilities and restore the
Site to substantially the condition existing on the Lease Commencement Date,except for ordinary
and reasonable wear and tear."
2. Paragraph 13 of the Ground Lease Agreement shall be revised and replaced with the
following paragraph.
"13. Indemnitv. Subject to Section 17 hereof,owner and LESSEE each indemnifies and agrees to
defend the other against and holds the other harmless from any and all costs�inciuding reasonable
attorneys'fees)and claims of liability or loss which arise out oP the ownership,use a�d/or
occupancy of the Site by the indemnifying party. This indemnity does not apply to claims arising
from the negligence or intentional misconduct of the indemnified party. The indemnity obligations
under this Section will survive termination of this Agreement."
3. Paragraph 16 of the Ground Lease Agreement shall be revised and replaced with the
following paragraph.
"16. Propertv Taxes. LESSEE will be responsible for payment of all personal property taxes
assessed directty upon and rising solely from its use of the Facilities on the Site. In the event that a
Site Name: WI-00-0286 HARD ROCK
reassessment of real property taxes occurs and the real property taxes are substantially increased,with
such increase deemed to be directly attributable to the addition of the tower on the Site, LESSEE wiil
appeal, on behalf of the owner, the increased taxes, to the best of LESSEE'S ability. If such appeal is
unsuccessful, LESSEE shall pay the amount of the increase in reai property taxes in the year that the
reassessment is made, and the parties shall determine the percentage of the real property taxes that are
attributable to the addition of the Site and Facilities. Thereafter, each year of the each term of the
Agreement, LESSEE shaii pay such percentage of the real property taxes attributable to the addition of the
Site and Facilities. Owner shall mail to LESSEE the annual tax assessment within ten (10) days of receipt of
the tax bill. If Owner faits to provide such notice within such time frame, Owner shall be responsible for all
increases in taxes for the year covered by the assessment. In the event that Owner fails to pay,when due,
any taxes affected the real property or easements on the real property, LESSEE shall have the right, but not
the obligation, to pay such taxes and deduct the full amount of the taxes paid by LESSEE on Owners behalf
from future installments of rent."
4. Paragraph 20 of the Ground Lease Agreement shall be revised and replaced with the
following paragraph.
"20. Riaht of First Refusal. If Owner elects, during the Initial Term (i�to sell or otherwise transfer
all or any of the portion of the real estate upon which the Site is located, or�ii)grant to a third party by
easement or other legal instrument an interest in and to that portion of the real property occupied by
LESSEE, with or without an assignment of this Agreement to such third party, LESSEE shall have the right of
first reiusal to meet any bona fide offer of sale or transfer on the same terms and conditions of such offer.
If LESSEE fails to meet such bona fide offer within thirty (30)days after written notice thereof from Owner,
Owner may sell or grant the easement or interest in the real property or portions thereof to such third
person(s)in accordance with the terms and conditions of such third party offer. For purposes of this
Paragraph,any transfer, bequest or devise of Owners interest in the real property as a result of the death
of the Owner,whether by will or intestate succession,shall not be considered a sale of the real estate for
which LESSEE has any right of first refusal."
5. Any capitalized terms throughout the Ground Lease Agreement that are not otherwise
defined, shall be given the definition jointly agreed upon by the parties.
Signalure page follows
Slte Name: WI-00-0286 HARD ROCK
Signature Page to Addendum No. 1 to Ground Lease Agreement
OWNERS:
Pamela J. Schuler a/k/a Pamela 1. Lewis-Schuler Scott Schuler �� C�����
BY�in,,_tJ/G [1.G �_�...�LO KJ C/L(�_PJ� By: �/ `� '
Address: N5551 St. Catherine's Bay Address: N 5551 St. Catherine's Bay
Hilbert WI 54129 Hilbert WI 54129
LESSEE:
Central States Tower Holdj gs, LLC,a Delaware limited liability company
By: � � �
Name: Brian P. Meier
Title: C.0.0.
Address: 323 S. Hale Street, Suite 100
Wheaton IL 60187
Date /r� w'�J I
� I IIIIII IIIII IIIII IIIII{illl IIIII I!f IIIIII IIIII IIII IIII
* 3 6 5 8 6 3 1 0 *
365863
PAULA CHISSER
REGISTER OF DEEGS SA4�JYER COUNTY, t��I
04J05/2010 08:GOAM
REC fEE: 29.00
DOCUMENT NO. MEMORANDUM OF LEASE PAGES 10
;
a�-
RETURN TO: '
Angela Black
Michael Best&Fnedrich LLP
PO Box 1806
Madison,WI 53701-1806
Tax ID: 57-014-2-42-09-32-1 01-000-
[Legal descriptions attached] 000010
Legacy PIN: 014-942-32 1101
(Parcel Identification Number)
�� �
This Memorandum of Lease is entered into on this�i day of ����� , 201�, by and between CST
Holdings, LLC, a Delaware limited liability company, having a mailing address of 323 S. Hale Street, Suite 100,
Wheaton, IL 60187 (hereinafter referred to as "Landlord") and Wisconsin RSA #2 Partnership, a Wisconsin
general parfiership d/b/a Verizon Wireless, having a mailing address of One Verizon Way, Mail Stop 4AW 100,
Basking Ridge,New Jersey 07920 (hereinafter referred to as"Tenant").
1. Landlo d and Tenant entered into a certain Sublease Aa eement ("Agreement") on the da;� of
, 20L, for the purpose of installing, operating and maintaining a communications
acility and other improvements. All of the foregoing are set forth in the Agreement.
2. The initial lease term will be five (5)years ("Initial Term") commencing on the Commencement Date
of the Agreement, with four (4) successive five (5) year automatic extension terms unless Tenant
terminates at the end of the then current term by giving the Landlord written notice of the intent to
terminate at least six (6) months prior to the end of the then current term. If at the end of the fourth
(4th) five (5) year extension term the Agreement has not been terminated by either Pariy by giving to
the other written notice of an intention to terminate it at least three (3) months prior to the end of such
term, this Agreement shall continue in force upon the same covenants, terms and conditions for a
� furthcr tcrm of five (5)years and for five (5) year terms thereafter until terminated by either Party by
giving to the other written notice of its intention to so terminate at least three (3) months priar to the
end of such term. The Agreement shall commence on the earlier of(i) the date Tenant commences
365863 1 of 10
— ---- __ . _ _- —_ _ _ __
installation of the equipment on the Premises, or (ii) sixty (60) days after the date Landlord provides
written notice to Tcnant that Landlord has completed construction of the Tower and the Tower is ready
for installation of Tenant's equipment along with reasonable evidence that Tower construction is
complete (such as a certification of completion from Landlord's contractor) and a notice to proceed
(collectively the foregoing are referred to as a "NTP"). In the event the earlier of the date Tenant
commences installing its equipment or sixty (60) days after the date of the NTP, as applicable, falls
between the lst and 15th of the month, the Agreement shall commence on the lst of that month and if
such date falls between the 16th and 31st of the month, then the Agreement shall commence on the lst
day of the following month(the°Commencement Date").
3. The portion of the land being lcased to Tenant(the "Premises") is described in Exhibit 1 and depicted
in Exhibit 2 annexed hereto.
4. Tenant has the right of first refusal to match any bona fide offer for the transfer of Landlord's rights in
the Premises during the initial term and all extension terms of the Agreement.
5. This Memorandum of Lease is not intendcd to amend or modify, and shall not be deemed or construed
as amending or modifying, any of the terms, conditions or provisions of the Agreement, all of which
are hereby ratified and affirmed. In the event of a conflict between the provisions of this Memorandum
of Lease and the provisions of the Agreement, the provisions of the Agreement shall control. The
Agreement shall be binding upon and inure to the benefit of the parties and their respective heirs,
successors,and assigns, subject to the provisions of the Agreement.
[Signature page follows]
FINAL 2/5/2010 2
WI-00-0236 Hard Rock/[�'elson Lake(#223616)
365863 2 of 10
IN WITNESS WHEREOF, the parties have executed this Memorandum of Lease as of the day and year first
above written.
WITNESSES: "LANDLORD"
Central States Tower Holdings,LLC
� li ���XX-� C,n^�'„" B y: ti�.'t�-l�(
Print Name: Print ame. I c� i�
Its:
Date:
"'Y'ENANT°
Wisconsin RSA#2 Partnership d/b/a Verizon Wireless
By: Alltel ireless of � consi RS 2,LLC,
Its Partne
G�L- BY:
Print Name: n r„�,������ Name: th Ann Dr n
Its: Are Vice e o�lc
Datc: T��
Drafted Bv:
W.Wade rc p
Central States Tower Holdings, LLC Q��� �Q.d. � / � .��(.dr� ✓i2o
323 S.Hale Street,Suite 100 ��" � ��
Wheaton,IL 60187 �2�i'u'n' � ,�2�- -�-y S�. 77�,7/ �l)� d�.T,a•.
Re: Carrier Cell Site Name:Nelson Lake
State: Wisconsin
County: Saw�er
[ACKNOWLEDG`IENTS APPEAR ON THE NEXT PAGE]
FINAL 2/5/2010 3
WI-00-0286 Hard Rock/Nelson Lake(#223616)
365863 3 of 10
TENANT ACKNOWLEDGMENT
STATE OF ILLINOIS )
)ss:
COUNTY OF COOK )
This instrument was acknowledged bcforc me on ���� �i'" , 20��by Beth Ann Drohan,
the Area Vice President Network of Alltel Wireless of Wisconsin RSA#2,LLC.
"OFFIClAL SEA�° �
Signature CC �
Z L�tonya N Eilis Name: LaTon Ellis
Notary Public, State ol Illinois
My Commission Expires 2/3/2013 Notary Public: State of 1 '� � S
My Commission Expires:
LANDLORD ACKNOWLEDGMENT
CORPORAZ'E ACKNOWLEDGMENT
STATE OF I I�l t'LO 1 5 )
) ss:
COUNTY OF OU,PQA.� )
I CERTIFY that on �-�►^LIAX 5 , 2��b, �l�IIQXY\ �. ��d-�— [name of
representative]personally came before me an cknowledged under oath that he or she:
(a) is the �..l_• U . [title] of Central States Tower Holdings, LLC, the corporation
named in the attached instrument,
(b) was authorized to execute this instrument on behalf of the corporation and
(c) executed the instrument as the act of the corporation.
Signature:, l.l.i �-�-
s�"0 F F I C I A L S E A L" Name: �.t r1 �i 2.�1�,✓'("So Y�
CINDI SIEVERTSON Notary Public: State of
NOTARY PUBLIC,STATE OF ILLIN015 My Commission Expires: l I
MY tOMMIS510N EXPIRES Z/21/2010
�..,,�.....,.,,,..,,,,,,
FINAL 2/5/2010 q
WI-00-0286 Hard Rock/I�`elson Lake(#223616)
365863 4 af 10
EXHdB1T 1
DESCRIPTION OF PREMISES
Page 1 of 1
to the Memorandum of Lease dated q�(, � , 20L by and between Central States Tower, LLC,a
Delaware limited liability company, as Landlord, and Wisconsin RSA #2 Partnership d/b/a Verizon Wireless, as
Tenant.
The Premises are described and/or depicted as follows:
Site address: +/- 12470N State Hwy 27,Hayward;WI
Tax Parcel Number: 57-014-2-42-09-32-1 01-000-000010
PARENT PARCEL LEGAL DESCRIPTION:
The NE '/4-NE '/4 lying East of State Highway 27,as now laid out,in section 32,T.42N.,R9W,in the town of
Lenroot, Sawyer County,Wisconsin,less and excepting the following described premises:
"I'he South 442 feet of the East 493 fect of the NE '/4-NE '/4 of Section 32,T42N,R 9W, in the town of Lenroot,
Sawyer County,Wisconsin, along with an easement for ingress and egress 33.5 feet in width running in a Nortberly
direction from the Northeast corner of the section line to the Northeast corner of the above described real estate, a
distance of 884.09 feet north along the section line to the Northeast comer of section 32,T42N,R9W; thence
westerly 33.5 feet;thence southerly perpendicular to the aforementioned North and South line, South 884.09 feet,
more of less to the Northem line of the South 442 fcet of the East 493 feet of the NE YQ-NE'/4 of Section 32,T42N,
R9W;thence Easterly to the place of beginning.
LANDLORD LEASED PARCEL LEGAL DESCRIP'I'lON:
Part of the NE Y4-NE '/4 Section 32,T42N.,R9W,in the town of Lenroot,Sawyer County,Wisconsin,more
particularly described as follows:
To locate the point of beginning,commence at the NE corner of Section 32 and run S03°34'11"E,418.04 feet,
along the east line of said section 32; thence leaving said East line,West,664.15 fect to the point of beginning;
Thence from said point of beginning by metes and bounds:
South 100.00 feet;thence West 100.00 feet; thence North 100.00 feet;thence East 100.00 feet to the point of
beginning.
LANDLORD ACCESS/PUBLIC PUBLIC UTILITY EASEMENT:
A 35 foot wide easement for ingress and egress and the installation and maintenance of public utilities over/under
and across that part of the NE '/,-NE '/4, Section 32,T42N,R9W,in the Town of Lenroot, Sawyer County,
Wisconsin,lying 17.50 feet on each side of the following described centerline:
To locate the point of beginning commence at the NE corner of Section 32 and run Westerly 1118.20 feet more of
less,along the North line of Section 32,to the Easterly right of way line of S.T.H.No. 27;thence leaving said
FINAL 2/5/2010 5
\VI-00-0286 Hard Rock.Nelson Lake(#223616)
365863 5 of 10
North line and along said Easterly right of way line, S07°46'40"E,233.59 feet;thence S02°04'02"E, 100.50 feet;
thence S07°46'40"E,98.49 feet to the point of beginning;
Thence from said point of beginning by metes and bounds:
Leaving said Easterly right of way line,N84°55'15"E, 83.71 feet;thence N87°15'00"E,30.00 feet; thence 22.48
feet,long the arc of a curve to the right,having a radius of 32.45 feet,a central angle of 39°41'30", and a chord
which bear S72°54'15"E,and measures 22.03 feet;thence S53°03'30"E, 50.85 feet;thence S44°09'00"E,25.88
feet; thence 72.99 feet,along the arc of a curve to the tight,having a radius of 86.99 feet, a central angle of
48°04'30",and a chord which bears S68°11'15"E and measures 70.87 feet; thence N87°46'30"E, 72.70 feet to the
west line of the above described lease area and the terminus of said centerline,The right of way lines of said
easement lengthen and/or shorten to terminate at the West line of the above described lease area.
LANDLORD 10 FOOT WIDE PUBLIC UTILITY EASEMENT:
A 10 foot wide Utility Easement for the installation and maintenance of public utilities over/under and across that
part of the NE 1/4-NE 1/4, Section 32,T.42 N.,R. 9 W.,in the Town of Lenroot,Sawyer County,Wisconsin,
lying 5.00 feet on each side of the following descnbed centerline:
To locate the point of beginning commence at the NE corner of Section 32 and run S03°-34'-I 1"E 179.01 feet
along the East line of Section 32, thence leaving said East linc of said Section 32,S 86°-25'�9" W,430.41 feet to
an O.H.electric power pole and the point of beginning;
Thence from said point of beginning by Metes and Bounds:
S25°-00'00"E 30.21 feet; thence 149.91 feet along the arc of a curve to the left,having a radius of 312.53 feet,a
central angle of 27°-29'-02",and a chord of which bcars S41°-16'-31"W,and measures 148.48 feet;thence S27°-
32'-00"W 100.00;thence S78°-57'-00"W 60.00 feet; thence West 2439 feet;thence South 77.62 feet;thence West
115.00 feet;thence North 4.61 feet to the southerly right of way line of the above described Access/Public Utility
Easement and the terminus of said centerline.The right of way lines of said easement lengthen and/or shorten to
ternunate at the southerly right of way line of the above described Access/Public Utility Easement.
TENANT LEAS�PARCEL("PREMISES"):
Part of the Northeast Quarter(NE 1�4)of the Northeast Quarter(NE 1/4)of Section Thirty-Two(32),Township
Forty-Two(42)North,Range Nine(9)VVest,Town of Lenroot, Sawyer County,Wisconsin,containing 800 square
feet(0.018 acres)of land and being described by:
Commencing at the I�`ortheast Corner of said Section 32; thence S03°-34'-11"E 418.04 feet along the East line of
the NE1/4 of said Section 32; thence West 664.15 feet;thence South 50.00 feet;thence West 10.00 feet to the point
of beginning; thence South 40.OQ feet;thence West 20.00 feet;thence North 40.00 feet;thence East 20.00 feet to
the point of beginning,being subject to any and all easements and restrictions of record.
FINAL 2/5/2010 (
WI-00-0286 Hard Kock/Nelson Lake(#223616)
365863 6 of 10
i
- _ �
PRO.[CT- NE:SON LAKE N223616 I
a'Rv�,�o F°R: '"`+�'`"" PROPOSED T04VER BASE I
1NSCONSIN RSA x2 PARTNERSHIP J�ori->-v-os-zv-i p�-cm-qxrz,r�
d/G/o VERIZON WIRELESS � I .cwvsa•�i ri�o,�y s��-c�np°�',yjz IATITUDE: 46"-OS'-00.6'
a600 WEST COLLEGE nVENUE r�N,asw LONC�NDE: 9t'-30'-17.9"
APPLETON. Wi 54915 I �T Ir�rFNol (Per North Americon Dotum o�BJ 91
` �.._.._.._.._.._.._.._.._._.._..-.._.._.._.._.._.._.._.._.._���d;o' / )
PROPERiY OwNER: C� Gound Elevotion: 1319.0'
I I � _ �.� (Par Notionol Geodelic ve.��cm oa�w.�of 1988)
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365863 10 of 10
V ■ IZ �� �Jr. PAULrJ._F'ORD
e o
Paul J. Ford and Company
250 East Broad Street Suite 600
Columbus, OH 43215
(614)221-6679
PJFmount@pauljford.com
Post-Modification Antenna Mount Analysis Report and PMI Requirements
Mount Fix
SMART Tool Project#: 10173966
Paul J. Ford Project#: 24322-2149.003.8191
November 2, 2022
Site Information Site ID: 223616-VZW/NELSON LAKE
Site Name: NELSON LAKE
Carrier Name: Verizon Wireless
Address: 12454 N. STATE HWY 27
HAYWARD, WISCONSIN 54843, SAWYER
County
Latitude: 46.083500°
Longitude: -91.513306°
Structure Information Tower Type: 250-Ft Self Support
Mount Type: 12.50-Ft T-Frame
FUZE ID# 16945969
Analysis Results
12.50-Ft T-Frame: 83.1% Pass w/Modi�cations*
*Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis.
***Contractor PMI Requirements: ..�'\S�ONS�'�
Included at the end of this MA report �� 3�,,..•�••••••••.,,�.�,'�
Available 8 Submitted via portal at https://pmi.vzwsmart.com - {r:�' �
For additional questions and support, please reach out to: ; � REBEKAM M.••�';� :
pmisupport@pauljford.com = �i59�5 =
' COIUMBUS, =
---�' OHIO !�Q',
. .; ^ :
Report Prepared By: Brandon Saline � � � / '� ��-�
��'(;.�Y?j�l�::��'l�,%
�. �NAI � �`
�,��►������
11/02/2022
Mount Post-Modification Analysis Report November 2, 2022
(3) 12.50-Ft T-Frame Site ID: 223616-VZW/NELSON LAKE
Page � 2
Executive Summary:
The objective of this report is to summarize the analysis results of the antenna support mount including the proposed
modifications at the subject facility for the final wireless telecommunications configuration, per the applicable codes
and standards.
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 16945969, dated October 13, 2022
Previous Mount Analysis Report Paul J. Ford, Project#24322-2149.002.8190, dated October 14, 2022
Mount Mapping Report SGS Towers, Project#223616, dated October 4, 2022
Proposed Mount Modification Paul J. Ford, Project#24322-2149.003.8191, dated November 2, 2022
Analysis Criteria:
Codes and Standards: ANSI/TIA-222-H
Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), Vu�r: 107 mph
Ice Wind Speed (3-sec. Gust): 50 mph
Design Ice Thickness: 1.50 in
Risk Category: II
Exposure Category: C
Topographic Category: 1
Topographic Feature Considered: N/A
Topographic Method: N/A
Ground Elevation Factor, Ke: 0.953
Seismic Parameters: SS: 0.041
S,: 0.017
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 Post-Modification Analysis Report November 2, 2022
(3) 12.50-Ft T-Frame Site I D: 223616-VZW/NELSON LAKE
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
247.00 3 Ericsson AIR 6449
6 Commscope NHH-65C-R2B
3 Ericsson 4449
242.00± 245.00 Added
6 Ericsson 8843
3 Raycap RVZDC-3315-PF-48
243.00 3 Ericsson 4408 w/ KRE 105 281/1
The recent mount mapping did not report existing OVP units. However, 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 face 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.
Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in
the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and
are not considered in the mount analysis.
The mount analysis and the mount mapping are not a condition assessment of the mount. Proper
maintenance and condition assessments are still required post analysis.
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.
Mount Post-Modification Analysis Report November 2,2022
(3)12.50-Ft T-Frame Site ID:223616-VZW/NELSON LAKE
Page�4
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.
7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this
analysis:
o Channel,Solid Round,Angle,Plate ASTM A36(Gr.36)
o HSS(Rectangular) ASTM 500(Gr.B-46)
o Pipe ASTM A53(Gr.B-35)
o Threaded Rod F1554(Gr.36)
o Bolts ASTM A325
8. Any mount modifications listed under Sources of Information are assumed to have been installed per the
design specifications.
Discrepancies between in-field conditions and the assumptions listed above may render this analysis
invalid unless explicitly approved by Paul J.Pord and Company.
Mount Post-Modification Analysis Report November 2, 2022
(3) 12.50-Ft T-Frame Site ID: 223616-VZW/NELSON LAKE
Page � 5
Analysis Results:
Component Utilization % PassiFail `
Face Horizontals 83. 1% Pass
Standoff Members 69.3% Pass
Tie Backs 13.0% Pass
Bracin Members 30.5% Pass
Mount Pi es 55.4% Pass
Mount to Tower Connection 30.3% Pass
' Structure Rating — (ConfroNing Utilization ofall Components) 83.1%
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
(�n) {Sq. Ft.) {Sq. Ft.} (Sq. Ft.) (Sq. Ft.)
0 41 .6 26.0 50.2 34.5
0.5 53.8 33.9 66.0 46.0
1 65.3 40.9 81 .1 56.6
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
Requirements:
The existing mounts will be SUFFICIENT for the final loading configuration (attachment 2) after the modifications
detailed in attachment 3 are successfully completed.
ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a
Construction Class IV site or other, if required. Separate review fees will apply.
Attachments:
1. Contractor Required PMI Report Deliverables
2. Antenna Placement Diagrams
3. Mount Modification Drawings
4. Mount Photos
5. Mount Mapping Report (for reference only)
6. Analysis Calculations
Mount Desktop-Post Modification Inspection (PMI) Report Requirements
Documents&Photos Required from Contractor-Mount Modification
Electronic pdf version of this can be downloaded at https://pmi.vzwsmartcom
For additional questions and support,please reach out to pmisupport@pauljford.com
PSLC#:223616 SMART Project#: 10173966 Fuze Project ID: 16945969
Purpose—to upload the proper documentation to the SMART Tool in order to allow the SMART Tool
engineering vendor 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 modification was completed in accordance with the modification
drawings.
• Contractor shall relay any data that can impact the performance of the mount or the mount
modification,this includes safety issues.
Base Requirements:
• If installation of the modification 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 drawings"showing contractor's name,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 post-modification passing mount analysis(MA)contact
the SMART Tool vendor immediately.
• Each photo shall be time and date stamped.
• Photos should be high resolution.
• Contractor shall ensure that the safety climb wire rope is 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:httqs://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 structure after installation of the modifications.
o Photos of the mount after installation of the modifications;if the mounts are at
different rad elevations,pictures must be provided for all elevations that the
modifications were installed
• Photos taken at Mount Elevation
o Photos showing the safety climb wire rope above and below the mount prior to
modification.
o Photos showing the climbing facility and safety dimb if present.
o Photos showing each individual sector after installation of modifications. Each entire
sector must 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 modification per the modification drawings; pictures shall also
include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.)
o Photos showing the distances (relative distance between collars) of the installed
modifications from the appropriate reference locations shown in the modification
drawings.
o Photos showing the installed modifications onto the tower (i.e. ring/collar mounts, tie-
backs, V-bracing kits, etc.�; if the existing mount elevation needs to be changed
according to the modification drawings, an elevation measurement shall be provided
before the elevation change.
Material Certification:
• Materials utilized must be as per specification on the drawings or the equivalent as validated by
the SMART Tool vendor.
o If the materials are as specified on the drawings
• The contractor shall provide the packing list, or the materials certifications for
the materials utilized to perform the mount modification
• Commscope, Metrosite, Perfect Vision, Sabre, and Site Pro have all agreed to
support Verizon vendors with the necessary material certifications
o If seeking permission to use an equivalent
• It is required that the SMART Tool engineering vendor approval of such is
included in the contractor submission package. There may be an additional
charge for approval if the equivalent submission doesn't meet specifications as
prescribed in the drawings.
❑ All hardware has been properly installed, and the existing hardware was inspected.
❑ The material utilized was as specified on the SMART Tool engineering vendor Mount Modification
Drawings and included in the material certification folder is a packing list or invoice for these materials.
OR
❑ The material utilized was approved by a SMART Tool engineering vendor as an "equivalenY' and this
approval is included as part of the contractor submission.
Antenna & Equipment Placement and Geometry Confirmation:
❑ 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.
Comments:
Was the mount modification completed in conjunction with the equipment change / installation?
❑ Yes ❑ No
Special Instructions / Validation as required from the MA or Mod Drawings:
Issue:
N/A
Response:
Special Instruction Confirmation:
� The contractor has read and acknowledges the above special instructions.
Comments:
Contractor certifies that the climbing facility / safetv climb was not dama�ed prior to startin� work:
❑ Yes ❑ No
Contractor certi�es no new dama�e created durin� the current installation:
❑ Yes ❑ No
Contractor to certifv the condition of the safetv climb and verifv no dama�e when leavin� the site:
❑ Safety Climb in Good Condition ❑ Safety Climb Damaged
Comments:
Certifying Individual:
Company:
Employee Name:
Contact Phone:
Email:
Date:
Se tor:' y4 11/1/2022
Str t re Type: Sel S pport 10173966 �J� PA U� �. F O R D
, �• .,��
Mo t Elev: 242.00 P ge: 1
Plan View
s�� c �e
Front View- Loo i g t Str t re
.�,
A2 ,A6
�R5
.�;:....�,q1 �.....�A1
RS R4
3 2 1
Height Width H Dist Pipe Pipe A t C.A t A t
�# Model (i ) (i ) Fr L. # Pos V Pos Fr T. H O St t s V lid tio
I NHH-65C-R26 96 11.9 147 1 Fro t 48 0 Added
3 4449 15 132 147 1 Behi d 54 0 Added
i 8843 15 13.2 147 1 Behi d 33 0 Added
I NHH-65GR28 96 11.9 75 2 Fro t 48 0 Added
5 8843 15 13.2 75 2 Behi d 54 0 Added
i RVZDC-3315-PF-48 29.5 16.5 75 2 Behi d 24 0 Added
? AIR 6449 30.8 16.1 3 3 Fro t 24 0 Added
3 4408 I KRE 105 281/1 8.4 7.9 3 3 Fro t 72 0 Added
Copyright 2019 y To er E gi eeri g Sol tio s,LLC.All Rights Reserved
AMERICAN TOWERw
C O R P O R A T 1 O N
� � � �
Structure . 250 ft Self Support Tower
ATC Asset Name . HARD ROCK WI
ATC Asset Number . 311256
Engineering Number . 14178981_C3_02
Proposed Carrier . VERIZON WIRELESS
Carrier Site Name . NELSON LAKE
Carrier Site Number . 223616
Site Location . 12454 North State Highway 27
Haywa rd, W I 54843-7319
46.0835, -91.5133
County . Sawyer
Date . November 10, 2022
`���������,�
Max Usage . 64% �.�\Sc o N S� �,,
: � . •� %
Analysis Result . Pass ��.�` . �'� �
ESHA K. �
MOD� =
45601-6 ;�=
Prepared By: Reviewed ; ,a'•. CARY�/ �
.
: �f��.
Sarah Kramer , ����
Structural Engineer I �� S�ONA���.`�
����i���►���
S�.rc�. D. Kr�.rh�.r
Authorized by "EOR"
10 Nov 2022 07:26:1 I ������
COA: 4069-11
ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com
� Eng. Number 14178981_C3_02
November 10, 2022
AMERICANTOWER" ��g� �
Table of Contents
Introduction..............................................................................................................................................3
SupportingDocuments.............................................................................................................................3
Analysis.....................................................................................................................................................3
Conclusion ................................................................................................................................................3
Existing/Reserved Loading........................................................................................................................4
ProposedCarrier Final Loading.................................................................................................................4
StructureUsages.......................................................................................................................................5
Foundation Reactions & Usages...............................................................................................................5
Antenna Deflection, Twist, and Sway.......................................................................................................5
StandardConditions .................................................................................................................................6
Calculations..................................................................................................................................Attached
ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com
� Eng. Number 14178981_C3_02
November 10, 2022
AMERIGANTOWER' 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.
Supportin� Documents
Tower Drawing: Hemphill Drawing#B-11593, dated May 31, 2010
Foundation Drawing: Hemphill Drawing#11593-1, dated May 31, 2010
Geotechnical Report: Applied Geotechnical Services Project#09-1067, dated November 24, 2009
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 �I
___,. _ — �
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 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com
� Eng. Number 14178981_C3_02
November 10, 2022
AMERICANTOWER• Page 4
Existing/Reserved Loading
Elev.* Qty Equipment , Lines Carrier
2 Nokia FXFC
2 Raycap ASU9338TYP01
3 Commscope FF-65C-R1
232.0' 3 Commscope TMBXX-6517-A2M w/Actuator (2) 1 5/8" Hybriflex T-MOBILE
3 Light Sector Frame
3 Nokia AirScale Dual RRH 4T4R B12/71 240W
AHLOA
(If[able breaks across pages,please see previous page for data in merged cells)
'Contracted elevations are shown for appurtenantes within contrac[ed installation toleronces.Appurtenantes outside of contract limits are shown o[ins[alled elevations.
Proposed Carrier Final Loading
Elev.* Qty Equipment Lines Carrier
247.0' 3 Ericsson AIR 6449 677D/C-Band
246.0' 3 — Molunt Reinfo cement � I
3 Ericsson Radio 4449-B13&B5
3 Raycap RVZDC-3315-PF-48 (3) 1.55" (39.5mm) Hybrid VERIZON WIRELESS
245.0' 6 Commscope NHH-65C-R2B
6 Ericsson 8843 Rev 2 '
243.0' 3 Ericsson Radio 4408 w/Integrated Panel
(If table breaks across pages,please see previous page for data in merged cellsJ
•Contracted elevations are shown for appurtenances within contracted instollatian tolerances.Appurtenantes outside of contrad limits are shown at installed elevations.
Install proposed lines in the place of the existing VERIZON WIRELESS lines.
ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.�om
� Eng. Number 14178981_C3_02
November 10, Z022
AMERIGANTOWER' ��g��
Structure Usa�es
Structural Component Usage Pass/Fail
Legs 64% Pass
Diagonals 63% Pass
Horizontals 1% Pass
Anchor Rods 47% Pass
Leg Bolts 27% Pass
Foundation Reactions& Usa�es
Reaction Component Original Design Analysis Reactions Usage
Reactions
Uplift (k) 411.0 185.8 45%
Download (k) 470.0 230.3 49%
Shear(k) 42.7 24.3 57%
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.
Antenna Deflection,Twist, and Sway
Elev. Antenna Carrier Deflection Twist SWaY
[Rotation] '
247.0' Ericsson AIR 6449 677D/C-Band 0.535' 0.011° 0.344°
Commscope NHH-65C-R2B
Ericsson 8843 Rev 2 VERIZON WIRELESS 0.535' 0.011° 0.344°
245.0' Ericsson Radio 4449-B13&65
Raycap RVZDC-3315-PF-48
243.0' Ericsson Radio 4408 w/Integrated Panel 0.515' 0.011° 0.345°
•Deflection,Twist ond Sway wos evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G
ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com
� Eng. Number 14178981_C3_02
November 10, 2022
AMERIGANTOWER• Page 6
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.
All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are
inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary,
American Tower assumes that all structures were constructed in accordance with the drawings and
specifications.
Unless explicitly agreed by both the client and 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 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981
ANALYSIS PARAMETERS TOWER SECTION PROPERTIES
Nominal Wind: 90 mph Ice Wind: 50 mph w/0.5"ice Service Wind: 60 mph Section Leg Members Diagonal Members Horizontal Members
Structure Class: II Exposure: B S,:0.041 5,:0.018 1-3 PST 50 ksi 10"DIA PI SAE 36 ksi 4X4X025
Topo Category: 1 4 PST 50 ksi 10"DIA PI SAE 36 ksi 3.5x3.5x0.25
Structure Height: 250 ft Base Elevation: 0 ft Shape: Triangle 5 PST 50 ksi 8"DIA PIP SAE 36 ksi 4X4X025
6 PST 50 ksi 8"DIA PIP SAE 36 ksi 3X3X025
Base Width: 26 ft Top Width: 4 ft
7-8 PST 50 ksi B"DIA PIP SAE 36 ksi 2.SX2.SX025
9 PST 50 ksi DUP 6"DIA SAE 36 ksi 2X2X0.25
Tower Elevation View 1 0 PST 50 ksi 5"DIA PIP SAE 36 ksi 1 JSXt 75X0.
�^ivadrjnt s �87$
c.ct 1 1 PST 50 ksi 4"DIA PIP SAE 36 ksi 175Xi]SXD.
1875
sr�t+.v SAE 36 ksi 175X1.75X0.
��.=t 1 2 PST 50 ksi 2-1/2"DIA 1B75
g��,� 1 3 PST 50 ksi 2"DIA PIP SAE 36 ksi 175X175X0. SAE 36 ksi 175XiJ5X0.
1875 1875
]14.GC
�.„
� SECONDARY BRACING MEMBERS
x�� �.^' Section Sub Diagonal 1 Sub Diagonal 2 Sub Diagonal 3
1 S3X3X025 S3X3X025
��*� 2-13 - - -
s�t�o Cy;{
+ec.ac K�:�
Section Sub Horizontal 1 Sub Horizontal 2 Sub HorizonWl 3
' 1 S4X4X025 S3X3X025 S4X4X025
5�e�:s �x;�i 2-13 - - -
�.,.-1
���
�`�� DISCRETE APPURTENANCE LINEAR APPURTENANCE
Sect 8 �X
�=� Elev Elev To
"A�� ��� (k) Description (ft) Description
� 247.D (3)Encsson AIR 6449 677D/C-Band 246.0 (11 Waveguide
� 246.0 (3)Generic Mount Reintorcemen[ 245A (3)L55"(39.Smm)Hybrid
-��`� �� 246A (3)Genenc Flat Light Sector Fram 232A (2)1 5/8"Hybriflex
xct 5 � 245A (6)Ericsson 8843 Rev 2 232.0 (1)Waveguide
�� ����1� 245A (6)Commscope NHH-65C-R26
��� �� � �6 245.0 (3)Ericsson Radio 4449-B13&65
��: 245.0 (3)Raycap RVZDG3315-PF-48
$�� 243.0 (3)Encsson Radio 4408 w/Integra
� 232.0 (3)Commscope TMBXX-65�7-A2M w/Ac
sect� �� 232.0 (3)Commscope FF-65C-R1
_;�� /� 232.0 (3)Genenc Flat Light Sector Fram
232.0 (3)Nokia AirScale Dual RRH 4T4R B
sac�1
� 232.0 (2)Raycap ASU9338TYP01
aa ao_ 232.0 (2)Nokia FXFC
sfct 7 !
2a oa_ ��
s�t^ �
�
GLOBAL BASE REACTIONS INDIVIDUAL
DL+W� DL+WL+IL BASE REACTIONS
Moment(k-ft): 4794.92 1472.33 Comp(k): 230.33
Axial(k�: 52.14 91.08 Uplift(k): 185.84
Shear(k): 35.14 10.56 Shear(k): 24.27
�2007-2022 by ATC LLC.All rights reserved. Page 1 of 1 Model ID:62756 Scenario ID:250540 11/10/2022 15:40:37
ASSET: 311256, HARD ROCK WI CODE: ANSI(TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
ANALYSIS PARAMETERS
Location: Sawyer County,WI Height: 250 ft
Type and Shape: Self Support,Triangle Base Elevation: 0.00 ft
Manufacturer: Hemphill Bottom Face Width: 26.00 fl
Top Face Width: 4.00 ft
Anchor Bolt Detail Type: a
ICE 8 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 Operational Windspeed: 60 mph
Crest Height: 0 ft Design Ice Thickness: 0.50 in
SEISMIC PARAMETERS
Analysis Method: Equivalent Modal Analysis 8 Equivalent Lateral Force Methods
Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.14
T�(sec�: 4 P: 1.3 C,: 0.030
S,: 0.041 S,: 0.018 C,,Max: 0.030
Fa: 1.600 F,,: 2.400 C,,Min: 0.030
Sds: 0.044 Stli: 0.029
LOAD CASES
1.2D+1.6W Normal 1.2D+1.6W Norma190 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 Norma190 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 Norma150 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 NormalSeismic
(�.2+0.2Sds)`DL+E 60° (1.2+0.2Sds)'DL+E 60°Seismic
(�,z+0.2Sds)'DL+E 90° (1.2+0.2Sds)'DL+E 90°Seismic
(0.9-02Sds)'DL+E Normal (0.9-0.2Sds)`DL+E NormalSeismic(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 Norma160 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 righ[s reserved. Page 1 of 21 Model ID'62756 Scenario ID'250540 11/10I2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
TOWER LOADING-DISCRETE APPURTENANCE
Discrete Appurtenance Properties for LC:1.2D+1.6W
Elev Wt. EPA Length Width Depth Orient Vert. M„ Q� Fa(WL) R(DL)
(ft) Description Qty Qb) (sf) (ft) (in) (in) Ka Factor Eca(ft) Qb-ft) (psf) (Ib) Qb)
247.0 Ericsson AIR 6449 677D/C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 22.55 208 294
246.0 Generic Mount Reinforcement 3 200 7.5 0.� 0.0 0.0 1.00 1.00 0.0 0.00 22.53 689 720
246.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 075 075 0.0 0.00 22.53 925 1440
245.0 Ericsson 8843 Rev 2 6 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 22.50 121 540
245.0 Ericsson Radio 4449-B13�65 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 22.50 61 252
245.0 Raycap RVZDC-3315-PF-48 3 21 2.5 1.1i 15.7 10.3 0.80 0.67 0.0 0.00 22.50 124 77
245A Commscope NHH-65C-R26 6 52 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 22.50 1171 372
243.0 Ericsson Radio 4408 w/Integra 3 11 0.6 0.'' 7.9 5.0 0.80 0.50 0.0 0.00 22.45 20 40
232.0 Nokia AirScale Dual RRH 4T4R B 3 84 22 1.t3 12.1 7.4 0.80 0.67 0.0 0.00 22.15 107 302
232.0 Raycap ASU9338TYP01 2 15 3.2 1.7 18.9 5.8 0.80 0.67 0.0 0.00 22.15 104 36
232.0 Nokia FXFC 2 55 3.6 1.f3 19.4 5.2 0.80 0.67 0.0 0.00 22.15 115 132
232.0 Commscope TMBXX-6517-A2M w/Ac 3 43 9.0 7.0 12.0 6.5 0.80 0.68 0.0 0.00 22.15 441 156
232.0 Generic Flat Ligh[Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 22.15 910 1440
232.0 Commscope FF-65C-R1 3 110 21.1 8.(1 25.2 9.3 0.80 0.63 0.0 0.00 22.15 963 397
Totals 46 5,164 344.9 5,959 6,197
Discrete Appurtenance Properties for LC:0.9D+1.6W
Elev Wt. EPA Lengtl- Width Depth Orient. Vert. M� Q� Fa(WL) Pa(DL)
(ft) Description Qty Qb) (sf) (ff� (in) (in) K Factor Ecc.(ft) (Ib-ft) (ps� (Ib) (Ib)
247.0 Ericsson AIR 6449 677D/C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 22.55 208 220
246.0 Generic Mount Reinforcement 3 200 7.5 0.0 0.0 0.0 1.00 1.00 0.0 0.00 22.53 689 540
246.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 22.53 925 1080
245.0 Ericsson 8843 Rev 2 6 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 22.50 121 405
245.0 Ericsson Radio 4449-613865 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 22.50 61 189
245.0 Raycap RVZDC-3315-PF-48 3 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.00 22.50 124 58
245.0 Commscope NHH-65C-R2B 6 52 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 22.50 1171 279
243.0 Ericsson Radio 4408 w/Integra 3 11 0.6 0.7 7.9 5.0 0.60 0.50 0.0 0.00 22.45 20 30
232.0 Nokia AirScale Dual RRH 4T4R B 3 84 2.2 1.8 12.1 7.4 0.80 0.67 0.0 0.00 22.15 107 226
232.0 Raycap ASU9338TYP01 2 15 3.2 1.7 18.9 5.8 0.80 0.67 0.0 0.00 22.15 104 27
232.0 Nokia FXFC 2 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.00 22.15 115 99
232.0 Commscope TMBXX-6517-A2M w/Ac 3 43 9.0 7.0 12.0 6.5 0.80 0.68 0.0 0.00 22.15 441 117
232.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 22.15 910 1080
232.0 Commscope FF-65C-R1 3 110 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 22.15 963 298
Totals 46 5,164 344.9 5,959 4,648
Discrete Appurtenance Properties for LC:1.2D+1.ODi+1.OWi
Elev Ice Wt Ice EPA Length Width Depth Orient. Vert. M� Q� Fa(WL) P�(DL)
(ft) Description Qty (Ib) (sf) (ft) (in) (in) K Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib)
247.0 Encsson AIR 6449 B77D/C-Band 3 163 5.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 6.96 50 539
246.0 Generic Mount Reinforcement 3 336 12.8 0.0 0.0 0.0 1.00 1.00 0.0 0.00 6.95 226 1127
246.0 Generic Flat Light Sector Fram 3 611 28.5 0.0 0.0 0.0 0.75 0.75 0.0 0.00 6.95 284 2073
245.0 Ericsson 8843 Rev 2 6 119 2.2 1.3 13.2 11.1 0.80 0.50 0.0 0.00 6.94 32 801
245.0 Ericsson Radio 4449-613&BS 3 110 2.2 1.3 13.2 9.3 0.80 0.50 0.0 0.00 6.94 16 371
245.0 Raycap RVZDC-3315-PF-48 3 77 3.2 1.6 15.7 10.3 0.80 0.67 0.0 0.00 6.94 31 245
245.0 Commscope NHH-65C-R26 6 212 13.7 8.0 11.9 7.1 0.80 0.70 0.0 0.00 6.94 271 1334
243.0 Ericsson Radio 4408 w/Integra 3 25 0.9 0.7 7.9 5.0 0.80 0.50 0.0 0.00 6.93 6 80
232.0 Nokia AirScale Dual RRH 4T4R B 3 128 2.9 1.8 12.1 7.4 0.80 0.67 0.0 0.00 6.84 27 435
232.0 Raycap ASU9338TYP01 2 67 4.0 1.7 18.9 5.8 0.80 0.67 0.0 0.00 6.84 25 140
232.0 Nokia FXFC 2 110 4.4 1.8 19.4 5.2 0.80 0.67 0.0 0.00 6.84 28 241
232.0 Commscope TMBXX-6517-A2M w/Ac 3 174 11.4 7.0 12.0 6.5 0.80 0.68 0.0 0.00 6.84 108 547
232.0 Generic Flat Light Sector Fram 3 610 28.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 6.84 279 2069
232.0 Commscope FF-65C-R1 3 400 23.7 6.0 25.2 9.3 0.80 0.63 0.0 0.00 6.84 209 1265
Totals 46 10,235 469.6 1591 '1,268
Discrete Appurtenance Properties for LC:1.OD+1.OW Service
Elev Wt. EPA Length Width Depth Orient. Vert. M� Q� Fa(WL) Pa(DL)
(ft) Description Qty (Ib) (sf) (ft) (in) (in) K Factor Eca(fl) (Ib-ft) (ps� (Ib) (Ib)
247.0 Ericsson AIR 6449 677D!C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 10.02 58 245
246.0 Generic Mount Reinforcement 3 200 7.5 0.0 0.0 0.0 1.00 1.00 0.0 0.00 10.01 191 600
246.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 10.01 257 1200
245.0 Ericsson 8843 Rev 2 6 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 10.00 34 450
245.0 Ericsson Radio 4449-B138B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 10.00 17 210
245.0 Raycap RVZDC-3315-PF-48 3 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.00 10.00 34 64
245.0 Commscope NHH-65C-R2B 6 52 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 10.00 325 310
243.0 Ericsson Radio 4408 w/Integra 3 11 0.6 0.7 7.9 5.0 0.80 0.50 0.0 0.00 9.98 6 33
232.0 Nokia AirScale Dual RRH 4T4R B 3 84 2.2 1.8 12.1 7.4 0.80 0.67 0.0 0.00 9.85 30 251
232.0 Raycap ASU9338TYP01 2 15 3.2 1.7 18.9 5.8 0.80 0.67 0.0 0.00 9.85 29 30
232.0 Nokia FXFC 2 55 3.6 1.8 19.4 5.2 0.80 0.67 0.0 0.00 9.85 32 110
232.0 Commscope TMBXX-6517-A2M wl Ac 3 43 9.0 7.0 12.0 6.5 0.80 0.68 0.0 0.00 9.85 122 130
232.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 9.85 253 1200
232.0 Commscope FF-65C-R1 3 110 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 9.85 267 331
�2007-2022 by ATC IP LLC. All rights reserved. Page 2 of 21 Model ID:62756 Scenario ID:250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
Elev Wt. EPA Length Width Depth Orient. Vert. M„ Qz Fa(WL) Pa(DL)
(ft) Description Qty Qb) (sf) (ft) (in) (in) K, Factor Eca(ft) Qb-ft) (psf) (Ib) (Ib)
Totals 46 5,164 344.9 1,655 5,164
�2007-2022 by ATC IP LLC. All rights reserved. Page 3 of 21 Model ID:62756 Scenario ID:250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
TOWER LOADING-LINEAR APPURTENANCE
Linear Appurtenance Properties
Elev From Elev To Width Weight %In Spread On Cluster Dia Out of Spacing Orient. Ka
(ft) (ft) Description Qty (in) Qbift) Wind Faces Bundling (in) Zone (in) Factor Override
0.0 246.0 Waveguide 1 2.00 6.00 100 1 Individual 0.00 N 1.00 1.00 0.00
0.0 245.0 1.55"(39.5mm)Hybrid 3 1.55 0.55 100 1 Individual 0.00 N 1.00 1.00 0.00
0.0 232.0 1 5/8"Hybriflex 2 1.98 1.30 100 3 Individual 0.00 N 1.00 1.00 0.00
0.0 232.0 Waveguide 1 2.00 6.00 100 3 Individual 0.00 N 1.00 1.00 0.00
�2007-2022 by ATC IP LLC All rights reserved. Page 4 of 21 Model ID 62756 Scenario ID 250540 11/10/2022 15:40 40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
SECTION FORCES
1.2D+1.6W Normal Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice Wind Importance Factor(Iw): 1.00
Elev QZ A� A, Ice A, T,� P,e EPAa EPAa; Wt Ice Wt Fs� Fa Force
Section# (ft) (psf) (sf) (sf) (sf) e C� D� D, (in) (s� (sf) (sf) Qb) Qb) (Ib) (Ib) Qb)
13 245 22.50 4.931 3.958 0.00 0.212 2.56 1.00 1.00 0.0 7.21 18.45 0.00 454 0 564 79 644
12 230 22.10 7.880 9.583 0.00 0.206 2.58 1.00 1.00 0.0 13.40 34.51 0.00 1156 0 1037 446 1483
11 210 21.53 8.794 15.025 0.00 0.222 2.53 1.00 1.00 0.0 17.19 43.41 0.00 1658 0 1271 537 1808
10 190 20.92 9.491 18.574 0.00 0.188 2.64 1.00 1.00 0.0 19.08 50.31 0.00 1970 0 1432 522 1953
9 170 20.27 10.627 22.120 0.00 0.171 2.69 1.00 1.00 0.0 21.17 57.05 0.00 2530 0 1573 505 2078
8 150 19.56 15.185 28.798 0.00 0.188 2.64 1.00 1.00 0.0 27.82 73.39 0.00 3589 0 1952 488 2440
7 130 18.77 17.368 28.798 0.00 0.168 2.71 1.00 1.00 0.0 29.70 80.35 0.00 3743 0 2052 46S 2520
6 110 17.90 17.314 28.798 0.00 0.147 2.78 1.00 1.00 0.0 29.32 81.63 0.00 3721 0 1987 446 2433
5 90 16.90 25.285 28.798 0.00 0.153 2.76 1.00 1.00 0.0 37.47 103.48 0.00 4324 0 2379 421 2800
4 70 15.73 24.008 35.893 0.00 0.150 2.77 1.00 1.00 0.0 39.05 108.14 0.00 5103 D 2313 392 2706
3 50 1429 29.822 35.893 0.00 0.150 2.77 1.00 1.00 0.0 44.85 124.30 0.00 5520 0 2415 356 2772
2 30 12.35 32.249 35.893 0.00 0.143 2.80 1.00 1.00 0.0 47.14 131.95 0.00 5693 0 2216 308 2524
1 10 12.34 43.994 35.893 0.00 0.154 2.76 1.00 1.00 0.0 59.10 162.88 0.00 6479 0 2733 308 3041
Totals 45,940 0 29,200
1.2D+1.6W 60° Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice Wind Importance Factor(Iw): 1.00
Elev QZ A� A� Ice A, T,� Ae EPAa EPAa; Wt Ice Wt Fs, Fa Force
Section# (ft) (ps� (sf) (s� (s� e C� D� D (in) (s� (s� (s� (Ib) (Ib) (Ib) Qb) (Ib)
13 245 22.50 4.931 3.958 0.00 0.212 2.56 0.80 1.00 0.0 6.23 15.92 0.00 454 0 487 79 567
12 230 22.10 7.880 9.583 0.00 0206 2.58 0.80 1.00 0.0 11.82 30.45 0.00 1156 0 915 446 1361
11 210 21.53 8.794 15.025 0.00 0222 2.53 0.80 1.00 0.0 15.43 38.97 0.00 1658 0 1141 537 1678
10 190 20.92 9.491 18.574 0.00 0.188 2.64 0.80 1.00 0.0 17.18 45.30 0.00 1970 0 1289 522 1811
9 170 20.27 10.627 22.120 0.00 0.171 2.69 0.80 1.00 0.0 19.05 51.32 0.00 2530 0 1415 505 1920
8 150 19.56 15.185 28.798 0.00 0.188 2.64 0.80 1.00 0.0 24.78 65.37 0.00 3589 0 1739 488 2226
7 130 18.77 17.368 28.798 0.00 D.168 2.71 0.80 1.00 0.0 26.23 70.95 0.00 3743 0 1812 468 2280
6 110 17.90 17.314 28.798 0.00 0.147 2.76 0.80 1.00 0.0 25.86 71.99 0.00 3721 0 1752 446 2199
5 90 16.90 25.285 28.798 0.00 0.153 2.76 0.80 1.00 0.0 32.41 89.52 0.00 4324 0 2058 421 2479
4 70 15.73 24.008 35.893 0.00 0.150 2.77 0.80 1.00 0.0 34.24 94.84 0.00 5103 0 2029 392 2421
3 50 14.29 29.822 35.893 0.00 0.150 2.77 0.80 1.00 0.0 38.89 107.77 0.00 5520 0 2094 356 2450
2 30 12.35 32.249 35.893 0.00 0.143 2.80 0.80 1.00 0.0 40.69 113.90 0.00 5693 0 1913 308 2221
1 10 12.34 43.994 35.893 0.00 0.154 2.76 0.80 1.00 0.0 50.30 138.63 0.00 6479 0 2326 308 2634
Totals 45,940 0 26,246
1.2D+1.6W 90° Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice Wind Importance Factor(Iw): 1.00
Elev QZ A� A� Ice A, T,� Ae EPAa EPAa; Wt Ice Wt Fs� Fa Force
Section# (ft) (ps� (sf) (sf) (sf) e Cf D� D (in) (s� (sf) (s� Qb) (Ib) pb) (Ib) Qb)
13 245 22.50 4.931 3.958 0.00 0.212 2.56 0.85 1.00 0.0 6.47 16.56 0.00 454 0 507 79 586
12 230 22.10 7.880 9.583 0.00 0.206 2.58 0.85 1.00 0.0 12.21 31.47 0.00 1156 0 946 446 1391
11 210 21.53 8.794 15.025 0.00 0.222 2.53 0.85 1.00 0.0 15.87 40.08 0.00 1658 0 1174 537 1710
10 190 20.92 9.491 18.574 0.00 0.188 2.64 0.85 1.00 0.0 17.66 46.56 0.00 1970 0 1325 522 1846
9 170 20.27 10.627 22.120 0.00 0.171 2.69 0.85 1.00 0.0 19.58 52.75 0.00 2530 0 1454 505 1960
8 150 19.56 15.185 28.798 0.00 0.188 2.64 0.85 1.00 0.0 25.54 67.38 0.00 3589 0 1792 488 2280
7 130 18.77 17.368 28.798 0.00 0.168 2.71 0.85 1.00 0.0 27.09 73.30 0.00 3743 0 1872 468 2340
6 110 17.90 17.314 28.798 0.00 0.147 2.78 0.85 1.00 0.0 26.73 74.40 0.00 3721 0 1811 446 2257
5 90 16.90 25.285 28.798 0.00 0.153 2.76 0.85 1.00 0.0 33.68 93.01 0.00 4324 0 2138 421 2559
4 70 15.73 24.008 35.893 0.00 0.150 2.77 0.85 1.00 0.0 35.44 98.17 0.00 5103 0 2100 392 2492
3 50 14.29 29.822 35.893 0.00 0.150 2.77 0.85 1.00 0.0 40.38 111.90 0.00 5520 0 2174 356 2531
2 30 12.35 32.249 35.893 0.00 0.143 2.80 0.85 1.00 0.0 42.31 118.41 0.00 5693 0 1989 308 2296
1 10 12.34 43.994 35.893 0.00 0.154 2.76 0.85 1.00 0.0 52.50 144.69 0.00 6479 0 2428 308 2735
Totals 45,940 0 26,985
0.9D+1.6W Normal Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice(Reduced DL) Wind Importance Factor(Iw): 1.00
Elev QZ Af A, Ice A, T,� AQ EPAa EPAa; Wt Ice Wt Fst Fa Force
Section# (ft) (ps� (sf) (s� (sf) e C� D� D (in) (s� (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib)
13 245 22.50 4.931 3.958 0.00 0212 2.56 1.00 1.00 0.0 7.21 18.45 0.00 340 0 564 79 644
12 230 22.10 7.880 9.583 0.00 0.206 2.58 1.00 1.00 0.0 13.40 34.51 0.00 867 0 1037 446 1483
11 210 21.53 8.794 15.025 0.00 0.222 2.53 1.00 1.00 0.0 17.19 43.41 0.00 1243 0 1271 537 1808
10 190 20.92 9.491 18.574 0.00 0.188 2.64 1.00 1.00 0.0 19.08 50.31 0.00 1478 0 1432 522 1953
9 170 20.27 10.627 22.120 0.00 0.171 2.69 1.00 1.00 0.0 21.17 57.05 0.00 1898 0 1573 505 2078
8 150 19.56 15.185 28.798 0.00 0.188 2.64 1.00 1.00 0.0 27.82 73.39 0.00 2691 0 1952 488 2440
7 130 18.77 17.368 28.798 0.00 0.168 2.71 1.00 1.00 0.0 29.70 80.35 0.00 2807 0 2052 468 2520
6 110 17.90 17.314 28.798 0.00 0.147 2.78 1.00 1.00 0.0 29.32 81.63 0.00 2791 0 1987 446 2433
5 90 16.90 25.285 28.798 0.00 0.153 2.76 1.00 1.00 0.0 37.47 103.48 0.00 3243 0 2379 421 2800
4 70 15.73 24.008 35.893 0.00 0.150 2.77 1.00 1.00 0.0 39.05 108.14 0.00 3827 0 2313 392 2706
3 50 14.29 29.822 35.893 0.00 0.150 2.77 1.00 1.00 0.0 44.85 124.30 0.00 4140 0 2415 356 2772
2 30 12.35 32.249 35.893 0.00 0.143 2.80 1.00 1.00 0.0 47.14 131.95 0.00 4270 0 2216 308 2524
1 10 12.34 43.994 35.893 0.00 0.154 2.76 1.00 1.00 0.0 59.10 162.88 0.00 4859 0 2733 308 3041
Totals 34,455 0 29,200
�02007-2022 by ATC IP LLC. All rights reserved. Page 5 of 21 Model ID:62756 Scenario ID 250540 11/10/2022 15:4):40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
SECTION FORCES
0.9D+1.6W 60° Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice(Reduced DL) Wind Importance Factor(Iw): 1.00
Elev QZ A� A, Ice A� T,� Ae EPAa EPA�, Wt ice Wt Fs, Fa Force
Section# (ft) (psf) (sf) (s� (sf) e C� D� D, (in) (sf) (sf) (sf) (Ib) Qb) pb) (Ib) (Ib)
13 245 22.50 4.931 3.958 0.00 0.212 2.56 0.80 1.00 0.0 6.23 15.92 0.00 340 0 487 79 567
12 230 22.10 7.880 9.583 0.00 0206 2.58 0.80 1.00 0.0 11.82 30.45 0.00 867 0 915 446 1361
11 210 21.53 8.794 15.025 0.00 0.222 2.53 0.80 1.00 0.0 15.43 38.97 0.00 1243 0 1141 537 1678
10 190 20.92 9.491 18.574 0.00 0.188 2.64 0.80 1.00 0.0 17.18 45.30 0.00 1478 0 1289 522 1811
9 170 20.27 10.627 22.120 0.00 0.171 2.69 0.80 1.00 0.0 19.05 51.32 0.00 1898 0 1415 505 1920
8 150 19.56 15.185 28.798 0.00 0.188 2.64 0.80 1.00 0.0 24.78 65.37 0.00 2691 0 1739 488 2226
7 130 18.77 17.368 28.798 0.00 0.168 2.71 0.80 1.00 0.0 26.23 70.95 0.00 2807 0 1812 468 2280
6 110 17.90 17.314 28798 0.00 0.147 2.78 D.80 1.00 0.0 25.86 71.99 0.00 2791 0 1752 446 2199
5 90 16.90 25.285 28.798 0.00 0.153 2.76 0.80 1.00 0.0 32.41 89.52 0.00 3243 0 2058 421 2479
4 70 15.73 24.008 35.893 0.00 0.150 2.77 D.BO 1.00 0.0 34.24 94.84 0.00 3827 D 2029 392 2421
3 50 14.29 29.822 35.893 0.00 0.150 2.77 0.80 1.00 0.0 38.89 107.77 0.00 4140 0 2094 356 2450
2 30 12.35 32.249 35.893 0.00 0.143 2.80 0.80 1.00 0.0 40.69 113.90 0.00 4270 0 1913 308 2221
1 10 12.34 43.994 35.893 0.00 0.154 2.76 0.80 1.00 0.0 50.30 138.63 0.00 4859 0 2326 308 2634
Totals 34,455 0 26,246
0.9D+1.6W 90° Gust Response Factor(Gh): 0.85
90 mph Wind with No Ice(Reduced DL) Wind Importance Factor(Iw): 1.00
Elev QZ Af A� Ice A, T,z A� EPA, EPA„ Wt Ice Wt Fs, Fa Force
Section# (ft) (psf) (sf) (s� (s� e Cf D� D, (in) (s� (sf) (s� (Ib) (Ib) (Ib) (Ib) (Ib)
13 245 22.50 4.931 3.958 0.00 0.212 2.56 0.85 1.00 0.0 6.47 16.56 0.00 340 0 507 79 586
12 230 22.10 7.880 9.583 0.00 0.206 2.58 0.85 1.00 0.0 12.21 31.47 0.00 867 0 946 446 1391
11 210 21.53 8.794 15.025 0.00 0.222 2.53 0.85 1.00 0.0 15.87 40.08 0.00 1243 0 1174 537 1710
10 190 20.92 9.491 18.574 0.00 0.188 2.64 0.85 1.00 0.0 17.66 46.56 0.00 1478 0 1325 522 1846
9 170 20.27 10.627 22.120 0.00 0.171 2.69 0.85 1.00 0.0 19.58 52.75 0.00 1898 0 1454 505 1960
8 150 19.56 15.185 28.798 0.00 0.188 2.64 0.85 1.00 0.0 25.54 67.38 0.00 2691 0 1792 488 2280
7 130 18.77 17.368 28.798 0.00 0.168 2.71 0.85 1.00 0.0 27.09 73.30 0.00 2807 0 1872 468 2340
6 110 17.90 17.314 28.798 0.00 0.147 2.78 0.85 1.00 0.0 26.73 74.40 0.00 2791 0 1811 446 2257
5 90 16.90 25.285 28.795 0.00 0.153 2.76 0.85 1.00 0.0 33.68 93.01 0.00 3243 0 2138 421 2559
4 70 15.73 24.008 35.893 0.00 0.150 2.77 0.85 1.00 0.0 35.44 98.17 0.00 3827 0 2100 392 2492
3 50 14.29 29.822 35.893 0.00 0.150 2.77 0.85 1.00 0.0 40.38 111.90 0.00 4140 0 2174 356 2531
2 30 12.35 32.249 35.893 0.00 0.143 2.80 0.85 1.00 0.0 42.31 118.41 0.00 4270 0 1989 308 2296
1 10 12.34 43.994 35.893 0.00 0.154 2.76 0.85 1.00 0.0 52.50 144.69 0.00 4859 0 2428 30S 273.`i
Totals 34,455 0 26,985
1.2D+1.ODi+1.OWi Normal Gust Response Factor(Gh): 0.85
50 mph Wind with 0.5"Radial Ice Wind Importance Factor(Iw): 1.00
Elev QZ Af A, Ice A, T;� P,e EPA, EPAa; Wt Ice Wt Fs, Fa Force
Section# (ft) (psf) (sf) (sf) (sf) e C� D� D, (in) (s� (sf) (sf) (Ib) Qb) Qb) Qb) (Ib)
13 245 6.94 4.931 15.209 11.25 0.458 1.96 1.00 1.00 1.2 15.01 29.45 11.25 1180 727 174 33 207
12 230 6.82 7.880 29.127 19.54 0.417 2.03 1.00 1.00 1.2 26.63 54.11 19.54 2788 1632 314 196 510
11 210 6.65 8.794 35.923 20.90 0.401 2.06 1.00 1.00 1.2 31.67 65.29 20.90 3627 1969 369 239 608
10 190 6.46 9.491 40.205 21.63 0.324 2.23 1.00 1.00 1.2 33.89 75.69 21.63 4069 2099 415 248 664
9 170 6.26 10.627 43.190 21.07 0.276 2.36 1.00 1.00 1.2 36.19 85.47 21.07 4763 2233 454 250 704
8 150 6.04 15.185 51.538 22.74 0.280 2.35 1.00 1.00 1.2 45.75 107.52 22.74 6307 2718 552 238 790
7 130 5.79 17.368 53.217 24.42 0.254 2.43 1.00 1.00 1.1 48.55 117.80 24.42 6587 2844 580 232 812
6 110 5.52 17.314 49.890 21.09 0.211 2.56 1.00 1.00 1.1 46.08 117.91 21.09 6447 2726 554 227 781
5 90 5.22 25.285 50.720 21.92 0212 2.56 1.00 1.00 1.1 54.54 139.37 21.92 7517 3193 618 212 830
4 70 4.86 24.008 58.526 22.63 0206 2.58 1.00 1.00 1.1 57.69 148.69 22.63 8316 3213 614 196 809
3 50 4.41 29.822 59.020 23.13 0.201 2.59 1.00 1.00 1.0 63.74 165.20 23.13 8976 3456 619 175 794
2 30 3.81 32.249 59.070 23.18 0.190 2.63 1.00 1.00 1.0 66.08 173.83 23.18 9105 3412 563 149 712
1 10 3.81 43.994 51.292 15.40 0.183 2.65 1.00 1.00 0.9 73.32 194.58 15.40 10130 3651 630 141 771
Totals 79,812 33,871 8,994
1.2D+1.ODi+1.OWi 60° Gust Response Factor(Gh): 0.85
50 mph Wind with 0.5"Radial Ice Wind Importance Factor(Iw): 1.00
Elev QZ A, A, Ice A, T,� P,e EPAa EPAa; Wt Ice Wt Fs, Fa Force
Section# (ft) (psf) (sf) (sf) (s� e C� D� D (in) (s� (sf) (sf) Qb) (Ib) (Ib) (Ib) (Ib)
13 245 6.94 4.931 15.209 11.25 0.458 1.96 0.80 1.00 1.2 14.03 27.51 11.25 1180 727 162 33 196
12 230 6.82 7.880 29.127 19.54 0.417 2.03 0.80 1.00 1.2 25.05 50.90 19.54 2788 1632 295 196 492
11 210 6.65 8.794 35.923 20.90 0.401 2.06 0.80 1.00 1.2 29.91 61.67 20.90 3627 1969 348 239 587
10 190 6.46 9.491 40.205 21.63 0.324 2.23 0.80 1.00 1.2 31.99 71.45 21.63 4069 2099 392 248 641
9 170 6.26 10.627 43.190 21.07 0.276 2.36 0.80 1.00 1.2 34.06 80.45 21.07 4763 2233 428 250 677
8 150 6.04 15.185 51.538 22.74 0.280 2.35 0.80 1.00 1.2 42.71 100.38 22.74 6307 2718 515 238 753
7 130 5.79 17.368 53.217 24.42 0.254 2.43 0.80 1.00 1.1 45.08 109.37 24.42 6587 2844 539 232 771
6 110 5.52 17.314 49.890 21.09 0.211 2.56 0.80 1.00 1.1 42.61 109.04 21.09 6447 2726 512 227 739
5 90 5.22 25.285 50.720 21.92 0212 2.56 0.80 1.00 1.1 49.48 126.45 21.92 7517 3193 561 212 773
4 70 4.86 24.008 58.526 22.63 0.206 2.58 0.80 1.00 1.1 52.89 136.32 22.63 8316 3213 563 196 758
3 50 4.41 29.822 59.020 23.13 0.201 2.59 0.80 1.00 1.0 57.78 149.74 23.13 8976 3456 561 175 737
2 30 3.81 32.249 59.070 23.18 0.190 2.63 0.80 1.00 1.0 59.63 156.86 23.18 9105 3412 508 149 657
1 10 3.81 43.994 51.292 15.40 0.183 2.65 0.80 1.00 0.9 64.52 171.23 15.40 10130 3651 554 141 696
Totals 79,812 33,871 8,477
�02007-2022 byATC IP LLC. All rights reserved. Page 6 of 21 Model ID:62756 Scenario ID 250540 11/1D/2022 15:40:40
ASSET: 311256,HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER�. VERIZON WIRELESS PROJECT: 14178981_C3_02
SECTION FORCES
�.2D+1.ODI«1-0Wi 90' Gusl Response Factor(Gh)' 0.85
50 mph Wintl with 0.5"Ratlial Ice Wlnd Importance Faclor(Iw)' 1.00
Elev �i A� A. Ice A, T� ,4e EPA, EPA,i Wt Ice Wl Fs� F. Force
Secfion tF (ft) (ps� (s� (sf) (s� C D D. (in) (sf) (s� (sf) (Ib) (Ib) (Ib) (Ib) (Ib�_
�3 245 6.94 4.931 15.209 11.25 0.458 1.96 0.85 1.00 1.2 1428 28.00 1125 1180 ]2] 165 33 199
12 230 6.82 ].880 29.12] 19.54 041] 2.03 0.85 1.00 1.2 25.64 51.]0 19.54 2�88 1632 300 196 496
11 2�0 6.65 8.794 35.923 20.90 0.401 2.06 0.85 1.00 1.2 30.35 62.57 20.9� 3fi27 1969 353 239 59:4
10 190 6.46 9.491 40.205 21.63 0.324 2.23 0.85 1.00 1.2 3247 72.51 21.63 4069 2099 398 248 64/
9 170 62fi 10.627 43.190 21.07 0.276 2.36 0.85 1.00 1.2 34.59 81.70 21.07 47fi3 2233 634 250 68G
B 150 6.04 15.185 51.538 22.74 0.280 2.35 0.85 1.00 1.2 43.47 102.17 22.74 6307 2718 524 238 76J
7 130 5.79 17.368 53.217 24A2 0.254 2.43 0.85 1.00 1.1 45.94 111A8 24A2 6587 2844 549 232 781
6 110 5.52 1�.314 49.690 21.09 0.211 2.56 0.85 1.00 1.1 43.48 111.26 21.09 6447 2726 522 221 75U
5 90 5.22 25.285 50.720 21.92 0.212 2.56 0.85 �.00 1.� 50.74 129.68 21.92 15'17 3193 575 212 787
4 70 4.86 24.008 58.526 22.63 0206 2.58 0.85 1.00 1.1 54.09 139.6� 22.63 6316 3213 575 196 771
3 50 441 29.822 59.020 23.'3 0201 2.59 0.85 1.00 1.0 5927 153.61 23.13 8976 3456 57fi 175 75'�
2 30 3.81 32249 59.070 23.18 0.190 2.63 085 1.00 1.0 fi124 161.11 23.18 9�05 34�2 522 149 67'.
1 10 3.81 43.994 51.292 1540 0.183 265 0.85 1.00 0.9 66.72 1��.0� 1540 10130 3651 573 141 7�4
Totals 79,812 33,8�1 8,606
1.OD+1.OW Service Normal Gust Response Factor(Gh): 0.85
60 mph Wlntl wi�h No Ice Wind Importance Factor Qw)'. �.00
Elev �z Ar A. Ice A. T._ ,4„ EPAa EPAa, Wt Ice Wt F,, F., Force
Sacton# (ft) (psFl (s� (s� (s� C D D. (in) �s� (s� (sf) (Ib) (Ib) (Ib) (Ib) (Ibi
13 245 10.00 4.931 3.958 0.00 0212 2.56 1.00 1.00 0.0 72� 18A5 0.00 378 0 157 22 17f�
12 230 9.82 7.880 9.583 0.00 020fi 258 �.00 1.00 O.D 13.40 34.51 0.00 963 0 288 124 41.:
1� 210 9.57 8.794 15.025 0.00 0222 2.53 1.00 1.00 0.0 �]A9 44.16 0.00 1381 0 359 �49 SOE�
10 190 9.30 9.491 18.5�4 0.00 0.188 264 1.00 1.00 0.0 20.12 53.06 0.00 �642 0 419 145 564
9 170 9.01 10.627 22.120 0.00 0.171 2.69 1.00 1.00 0.0 22.90 61.69 0.00 2109 0 472 140 613
8 150 8.69 15.185 28.798 0.00 0.188 2_64 1.00 1.00 0.0 30.06 79.28 0.00 2990 0 586 135 721
7 130 8.34 �1.368 28.798 0.00 O.iRe 2.71 1.00 1.00 0.0 32.�8 8�.06 0.00 3119 0 617 130 748
6 110 7.96 17.314 28.798 0.00 0.147 ?78 1.00 1.00 0.0 32.�0 89.36 0.00 3101 0 604 '124 728
5 90 7.57 25.285 28.798 0.00 0.153 2.76 1.00 100 0.0 4028 1�1.24 0.00 3fiO3 0 710 117 827
4 70 6.99 24 008 35.893 0.00 0.150 2.77 1 00 1.00 0.0 4125 114.24 0.0� 4252 0 679 109 788
3 50 6.35 29.822 35.893 0.00 0.150 2.77 1.00 �.00 0.0 47.4fi 131.5� 0.00 4600 0 71� 99 809
2 30 549 32.249 35.893 0.00 0.�43 2.80 1.00 1.00 0.0 50.38 141.02 0.0� 4744 0 658 86 743
1 10 5 48 43.994 35.893 0.00 0.154 276 1.00 1.00 0 0 6224 171.53 0.00 5399 0 799 85 885
To�als 38,284 0 8.525
1.OD+�.OW Service 60" Gust Response Factor(Gh)'. 0.85
60 mph Wlntl wilh No Ice Wind ImpoRance Factor(Iw)'. 1.00
Elev Qz A� A, IceA, T�,: Ap EPA, EPAa., Wt IceWt Fsi F„ Forcc
5 t # (fl) (p� (f) (� (sf) C• D D (in) (s� (s� (s� (Ib) (Ib) (I�) (Ib) (Ib
13 245 10.00 4.931 3.958 0.00 0.212 2.56 0.80 1.00 0.0 623 15.92 0.00 378 0 135 22 15�
�2 230 9.82 7.880 9.583 0.00 0.206 2.58 080 1.00 0.0 1182 30A5 0.0� 963 0 254 124 37E
11 210 9.57 8.794 15.025 0.00 0.222 2.53 0.80 �.00 0.0 15.73 39.72 0.0� 1381 0 323 149 47[
10 �90 9.30 949� 78.574 0.00 0.188 2.64 0.80 1.00 0.0 1823 48.05 0.0� 1642 0 380 145 525
9 170 9.01 10.627 22.120 0.00 0.171 2.69 0.60 1.00 0.0 20.77 55.96 0.0� 2109 0 429 140 569
B 150 8.69 15.185 28.798 0.00 0.188 264 0.80 1.00 00 27.02 �127 0.00 2990 0 527 135 662
7 130 8.34 17.368 28.798 0.00 0.168 2.7� 0.80 1.00 0.0 28.7� 77 67 0.00 3�19 0 551 130 681
6 110 7.96 17.314 28.798 0.00 0.147 2.78 0.80 1.00 0.0 28.64 7972 0.00 3101 0 539 124 663
5 90 7.51 25.285 28.798 0.00 0.153 2.76 0.80 1.00 0.0 3522 97.27 0.00 3603 0 fi21 1�7 738
4 70 6.99 24.008 35.893 0.00 0.150 277 0.80 1.00 0.0 36A5 100.95 0.00 4252 0 600 109 709
3 50 6.35 29.822 35.893 0.00 0.150 2.77 0.80 1.00 0.0 41.49 114.98 0.00 4600 Q 621 99 720
2 30 5.49 32249 35.893 0.00 0.143 280 0.80 1.00 0.0 43.93 122.96 0.00 4744 0 574 86 659
1 10 5.48 43.994 35.893 0.00 0.154 2.76 0.80 1.00 0.0 53.44 14728 0.00 5399 0 686 85 ]�2
Totals 78,284 0 7,�05
1.00+�.OW Service 90° Gust Response Facror(Gh)'. 0.85
60 mph Wind wit�No Ice Wind Importance Factor(Iw)'. 1.00
Elev Qz M A, Ice A, Tr Fy EPA„ EPAa�, W� Ice Wt Fr Fa Force
SB�' b (ft) (p� (f) (f) (() C D D (n) (sf) (sf) (sf) (Ib) Qb) (Ib) (Ib) (Ib)
13 245 10.00 4.931 3.958 0.00 0212 256 0.85 1.00 0.0 647 16.Sfi 0.00 378 0 14'I 22 1fi;.
�2 230 9.82 7.880 9.583 0.00 0206 2.58 0.85 1.00 0.0 1221 3�.47 0.00 963 0 263 124 386
11 210 9.57 8.794 15.025 0.00 0.222 2.53 0.85 1.00 0.0 16.17 d0.83 0.00 1381 0 332 �49 481
10 190 9.30 9.49� 18.574 0.00 0.188 2.64 0.65 1.00 0.0 18.70 49 30 0.00 1642 0 390 145 53,`�
9 170 901 10.627 22.120 0.00 0.171 2.69 0.85 1.00 0.0 21.30 57.39 0.0� 2109 0 439 140 58(
8 150 8.69 �5.185 28.798 0.00 0.188 264 0.85 1.00 0.0 27.78 1327 0.00 2990 0 541 135 6]]
7 130 8.34 17.368 28.798 0.00 0.168 2.71 0.85 1.00 0.0 29.58 80.01 0.00 3119 0 567 130 69F
6 110 7.96 17.314 28.798 0.00 0.147 2.78 0.85 1.00 0.0 29.50 82.13 0.00 3101 0 555 124 674-
5 90 7.51 25285 28.798 0.00 0.153 2.76 0.85 1.00 0.0 3fi.48 100.76 0.00 3603 0 643 117 76G
4 70 6.99 24.008 35.893 0.00 0.150 277 0.85 1.00 0.0 37.65 104.27 0.00 4252 0 620 109 725
3 50 6.35 29.822 35.893 0.00 0.150 2.�� 0.85 1.00 0.0 62.98 119.12 0.00 4600 0 643 99 742
2 30 5 49 32 249 35.693 0.00 0.143 2.80 0.85 1.00 0.0 45.54 127 48 0.00 4744 0 595 86 680
1 10 5 48 43.994 35.893 0.00 0.�54 2 76 0.85 �.00 0.0 55.64 153.34 0.00 5399 0 715 85 B00
Totals 38,284 0 7.970
�2007-2022 by ATC IP LLC.All righfs reserved. Page�of 2t Model ID'.62756 Scenario IP 250540 11/10/2022 15-1D 40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
EQUIVALENT LATERAL FORCE METHOD
(Based on ASCE7-70 Chapters 17.12& 15)
Spectral Response Acceleration for Short Period (SS): 0.04
Spectral Response Acceleration at 1.0 Second Period (S,): 0.02
Long-Period Transition Period (T� -Seconds): 4
Importance Factor (le): 1.00
Site Coefficient Fa, 1.60
Site Coefficient F�: 2.40
Response Modification Coefficient (R): 3.00
Design Spectral Response Acceleration at Short Period (S,$): 0.04
Design Spectral Response Acceleration at 1.0 Second Period (S��): 0.03
Seismic Response Coeffcient (Cs): 0.03
Upper Limit C5: 0.03
Lower�imit C5: 0.03
Period based on Rayleigh Method (sec): 1.14
Redundancy Factor (p): 1.30
Seismic Force Distribution Exponent (k): 1.32
Total Unfactored Dead Load: 43.45 k
Seismic Base Shear (E): 1.69 k
SEISMIC FORCES
(0.9- 02Sds) ' DL + E
Height Above Weighl WZ Horizontal Vertical
Section/Appurtenance Base (ft) Qb) Qb-ft) Cvx Force Qb) Force (Ib) _
�3 245.00 378 543,004 0.023 39 337
�2 230.00 963 1,272,446 0.053 90 859
11 210.00 1,381 1,617,923 0.068 115 1,231
�p 190.00 1,642 1,684,609 0.071 120 1,463
g 170.00 2,109 1,867,918 0.078 133 1,879
g 150.00 2,990 2,245,300 0.094 160 2,665
7 130.00 3,119 1,938,530 0.081 138 2,780
g 110.00 3,101 1,545,494 0.065 110 2,764
5 90.00 3,603 1,377,442 0.058 98 3,211
q 70.00 4,252 1,166,259 0.049 83 3,790
3 50.00 4,600 808,793 0.034 58 4,100
Z 30.00 4,744 424,699 0.018 30 4,228
� 10.00 5,399 113,175 0.005 8 4,812
Ericsson AIR 6449 877D1 C-Band 247.00 245 355,286 0.015 25 218
Generic Mount Reinforcement 246.00 600 866,144 0.036 62 535
Generic Flat Light Sector Frame 246.00 1,200 1,732,287 0.073 123 1,070
Ericsson 8843 Rev 2 245.00 450 646,121 0.027 46 401
Ericsson Radio 4449- B13&BS 245.00 210 301,523 0.013 21 187
Raycap RVZDC-3315-PF-48 245.00 64 92,180 0.004 7 57
Commscope NHH-65C-R28 245.00 310 444,531 0.019 32 276
Ericsson Radio 4408 w/ Integrated Panel 243.00 33 47,298 0.002 3 30
Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA 232.00 251 335,875 0.014 24 224
Raycap ASU9338TYP01 232.00 30 39,813 0.002 3 27
Nokia FXFC 232.00 110 147,229 0.006 10 98
Commscope TMBXX-6517-A2M w/Actuator 232.00 130 173,950 0.007 12 116
Generic Flat Light Sector Frame 232.00 1,200 1,603,221 0.067 114 1,070
Commscope FF-65C-R1 232.00 331 441,688 0.018 31 295
Totals 43,448 23,832,736 1.000 1,694 38,723
(�.p + 0.2Sds) ' DL + E
Height Above Weight WZ Horizontal VeRical
Section/Appurtenance Base (k) Qb) (Ib-k) Cvx Force Qb) Force Qb) _
13 245.00 378 543,004 0.023 39 457
12 230.00 963 1,272,446 0.053 90 1,164
�� 210.00 1,381 1,617,923 0.068 115 1,670
�� 190.00 1.642 1,684,609 0.071 120 1,984
9 170.00 2,109 1,867,918 0.078 133 2,549
g 150.00 2,990 2,245,300 0.094 160 3,615
� 130.00 3,119 1,938,530 0.081 138 3,770
6 110.00 3,101 1,545,494 0.065 110 3,749
�2007 - 2022 by ATC IP LLC. All rights reserved. Page 8 of 21 Model ID: 62756 Scenario ID 250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
5 90.00 3,603 1,377,442 0.058 98 4,355
4 70.00 4,252 1,166,259 0.049 83 5,140
3 50.00 4,600 808,793 0.034 58 5,560
2 30.00 4,744 424,699 0.018 30 5,735
1 10.00 5,399 113,175 0.005 8 6,526
Ericsson AIR 6449 B77D/C-Band 247.00 245 355,286 0.015 25 296
Generic Mount Reinforcement 246.00 600 866,144 0.036 62 725
Generic Flat Light Sector Frame 246.00 1,200 1,732,287 0.073 123 1,450
Ericsson 8843 Rev 2 245.00 450 646,121 0.027 46 544
Ericsson Radio 4449-B138B5 245.00 210 301,523 0.013 21 254
Raycap RVZDC-3315-PF-48 245.00 64 92,180 0.004 7 78
Commscope NHH-65C-R2B 245.00 310 444,531 0.019 32 374
Ericsson Radio 4408 w/Integrated Panel 243.00 33 47,298 0.002 3 40
Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA 232.00 251 335,875 0.014 24 304
Raycap ASU9338TYP01 232.00 30 39,813 0.002 3 36
Nokia FXFC 232.00 110 147,229 0.006 10 133
Commscope TMBXX-6517-A2M w/Actuator 232.00 130 173,950 0.007 12 157
Generic Flat Light Sector Frame 232.00 1,200 1,603,221 0.067 114 1,450
Commscope FF-65C-R1 232.00 331 441,688 0.018 31 400
Totals 43,448 23,832,738 1.000 1,694 52,517
�2007-2022 by ATC IP LLG All rights reserved. Page 9 of 21 Model ID:62756 Scenario ID:250540 11/10(2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
EQUIVALENT MODAL ANALYSIS METHOD
(Based on ASCE7-70 Chapters 71,72 8 15 and ANSI/TIA-G,section 2.7I
Spectral Response Acceleration for Short Period(SS): 0.04
Spectral Response Acceleration at 1.0 Second Period(S,): OA2
Importance Factor(le): 1.00
Site Coeffcient Fa, 1.60
Site Coefficient 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(Sd,): 0.03
Period based on Rayleigh Method(sec): 1.14
Redundancy Factor(p): 1.30
SEISMIC FORCES
(0.9-0.2Sds)`DL+E
Height Above Horizontal Vertical
Section/Appurtenance Base(ft) Weiqht(Ib) a b c S Force(Ib) Force Ib
�3 245.00 378 1.815 1.608 1.004 0.084 14 337
�2 230.00 963 1.600 0.778 0.670 0.057 24 859
�� 210.00 1381 1.334 0.170 0.367 0.032 19 1231
�p 190.00 1642 1.092 -0.074 0.182 0.018 12 1463
g 170.00 2109 0.874 -0.121 0.078 0.012 11 1879
g 150.00 2990 0.680 -0.081 0.026 0.011 14 2665
7 130.00 3119 0.511 -0.020 0.008 0.011 15 2780
g 110.00 3101 0.366 0.028 0.008 0.011 15 2764
5 90.00 3603 0.245 0.056 0.018 0.010 16 3211
q 70.00 4252 0.148 0.068 0.030 0.008 16 3790
3 50.00 4600 0.076 0.072 0.040 0.007 14 4100
z 30.00 4744 0.027 0.067 0.040 0.006 11 4228
� 10.00 5399 0.003 0.037 0.021 0.003 7 4812
Ericsson AIR 6449 677D/C-Band 247.00 245 1.845 1.751 1.056 0.088 9 218
Generic Mount Reinforcement 246.00 600 1.830 1.678 1.030 0.086 22 535
Generic Flat Light Sector Fram 246.00 1200 1.830 1.678 1.030 0.086 45 1070
Ericsson 8843 Rev 2 245.00 450 1.815 1.608 1.004 0.084 16 401
Ericsson Radio 4449-B138B5 245.00 210 1.815 1.608 1.004 0.084 8 187
Raycap RVZDC-3315-PF-48 245.00 64 1.815 1.608 1.004 0.084 2 57
Commscope NHH-65C-R26 245.00 310 1.815 1.608 1.004 0.084 11 276
Ericsson Radio 4408 w/Integra 243.00 33 1.786 1.474 0.953 0.080 1 30
Nokia AirScale Dual RRH 4T4R B 232.00 251 1.628 0.867 0.708 0.060 7 224
Raycap ASU9338TYP01 232.00 30 1.628 0.867 0.708 0.060 1 27
Nokia FXFC 232.00 110 1.628 0.867 0.708 0.060 3 98
Commscope TMBXX-6517-A2M w/Ac 232.00 130 1.628 0.867 0.708 0.060 3 116
Generic Flat Light Sector Fram 232.00 1200 1.628 0.867 0.708 0.060 31 1070
Commscope FF-65C-R1 232.00 331 1.628 0.867 0.708 0.060 9 295
Totals 43448 33.087 20.802 14.822 1.304 356 38723
(12+0.2Sds)`DL+E
Height Above Horizontal Vertical
SectionlAppurtenance Base(ft) Weiqht(Ib) a b c S, Force Qb) Force Ib
13 245.00 378 1.815 1.608 1.004 0.084 14 457
12 230.00 963 1.600 0.778 0.670 0.057 24 1164
�� 210.00 1381 1.334 0.170 0.367 0.032 19 1670
10 190.00 1642 1.092 -0.074 0.182 0.018 12 1984
g 170.00 2109 0.874 -0.121 0.078 0.012 11 2549
g 150.00 2990 0.680 -0.081 0.026 0.011 14 3615
7 130.00 3119 0.511 -0.020 0.008 0.011 15 3770
g 110.00 3101 0.366 0.028 0.008 0.011 15 3749
�2007-2022 by ATC IP LLC. All rights reserved. Page 10 of 21 Model ID:62756 Scenario ID:250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSUTIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
5 90.00 3603 0.245 0.056 0.018 0.010 16 4355
4 70.00 4252 0.148 0.068 0.030 0.008 16 5140
3 50.00 4600 0.076 0.072 0.040 0.007 14 5560
2 30.00 4744 0.027 0.067 0.040 0.006 11 5735
1 10.00 5399 0.003 0.037 0.021 0.003 7 6526
Ericsson AIR 6449 B77D/C-Band 247.00 245 1.845 1.751 1.056 0.088 9 296
Generic Mount Reinforcement 246.00 600 1.830 1.678 1.030 0.086 22 725
Generic Flat Light Sector Fram 246.00 1200 1.830 1.678 1.030 0.086 45 1450
Ericsson 8843 Rev 2 245.00 450 1.815 1.608 1.004 0.084 16 544
Ericsson Radio 4449-613885 245.00 210 1.815 1.608 1.004 0.084 8 254
Raycap RVZDC-3315-PF-48 245.00 64 1.815 1.608 1.004 0.084 2 78
Commscope NHH-65C-R26 245.00 310 1.615 1.608 1.004 0.084 11 374
Ericsson Radio 4408 w/Integra 243.00 33 1.786 1.474 0.953 0.080 1 40
Nokia AirScale Dual RRH 4T4R B 232.00 251 1.628 0.867 0.708 0.060 7 304
Raycap ASU9338TYP01 232.00 30 1.628 0.867 0.708 0.060 1 36
Nokia FXFC 232.00 110 1.628 0.867 0.708 0.060 3 133
Commscope TMBXX-6517-A2M wl Ac 232.00 130 1.628 0.867 0.708 0.060 3 157
Generic Flat Light Sector Fram 232.00 1200 1.628 0.867 0.708 0.060 31 1450
Commscope FF-65C-R1 232.00 331 1.628 0.867 0.708 0.060 9 400
Totals 43448 33.087 20.802 14.822 1.304 356 52517
�2007-2022 by ATC IP LLC. All rights reserved. Page 11 of 21 Model ID'62756 Scenario ID 250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
FORCE/STRESS SUMMARY
Section 1-0.0'to 20.00'
Shear
Pu Len Bracing% F'Y m�P� mR�� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-10"DIA PIPE -219.52 12D+1.6W N 20.033 25 25 25 �s.38 16.38 525.10 0.00 0.00 0 0 41 Member X
D SAE-4X4X025 -8.08 12D+1.6W N 32A21 25 50 25 iss.7o iss 7o ta.ss so�s 3a.ao � 1 43 Member Y
Shear Bear Blk Shear
Pu FY F, m�Pn mR„�, mR� m,P,� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-10"DIA PIPE 178.83 0.9D+1.6W 60° 50.0 65 535.50 0.00 0.00 0 0 33 Member
D SAE-4X4X0.25 6.51 0.9D+1.6W 60' 36.0 58 52.08 60.75 21.32 16.43 1 1 39 Bik Shear
Pu mR�� Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 187.47 0.9D+1.6W 60° 438.44 47 6 1.5"A572-50
Section 2-20.0'to 40.00'
Shear
Pu Len Brecing% F'Y m�P„ mR„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) �R (kip) Bolt Hole % Coritrols
L PST-10"DIA PIPE -211.06 1.2D+1.6W N 10.017 100 100 100 3275 32]5 495.i0 0.00 0.00 0 0 42 Member X
D SAE-4X4X0.25 -5.50 1.2D+1.6W N 24.624 50 50 50 t8s.8a te5.8a 12.s9 2977 2a.3s 1 1 43 Member Z
Shear Bear Blk Shear
Pu FY F„ m�Pn mR,,,, mR„ mi P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole °/ Controls
L PST-10"DIA PIPE 171.88 0.9D+1.6W 60° 50.0 65 535.50 0.00 0.00 0 0 32 Member
D SAE-4X4X0.25 5.77 1.2D+1.6W N 36.0 58 55.14 29.77 14.79 16.18 1 1 39 Bolt Bear
Pu mR„ Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 173.49 0.9D+1.6W 60° 1046.64 17 12 1 1/4 A325-X
Section 3-40.0'to 60.00'
Shear
Pu Len Brecing% F'Y m�P� mR�� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-10"DIA PIPE -193.19 1.2D+1.6W N 10.017 100 100 100 32.75 32.�5 as5.i0 O.00 0.00 0 0 39 Member X
D SAE-4X4X0.25 -4.73 12D+�.gW gp° 23.714 50 50 50 »e 9� »8 9� �3.sa 29.�7 2a.3s 1 1 34 Member Z
Shear Bear Blk Shear
Pu FY F� m�Pn mR�� �R„ mt P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-10"DIA PIPE 156.05 1.2D+1.6W 60° 50.0 65 535.50 0.00 0.00 0 0 29 Member
D SAE-4X4X0.25 4.78 1.2D+1.6W 90° 36.0 58 55.14 29.7� 14.79 16.18 1 1 32 Bolt Bear
Pu mR�� Use Num
Max Splice Forces (kip) Load Case (kip) °/ Bolts Bolt Type
Bot Tension 161.40 0.9D+1.6W 60° 1046.64 15 12 1 1/4 A325-X
SeCtion 4-60.0'to 80.00'
Shear
p� Len Bracing% F'Y m�P� mR„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-10"DIA PIPE -176.03 1.2D+1.6W N 10.017 100 100 100 32.75 32.75 as5.i0 o.a0 O.00 0 0 35 Member X
D SAE-3.Sx3.5x0.25 -4.44 12D+1.6W 90° 21.917 50 50 50 �9��3 isti3 �o.as 2�s� zo.88 1 1 42 MeriberZ
Shear Bear Bik Shear
Pu FY F„ m�Pn mR,,, mR„ m,P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-10"DIA PIPE 146.71 0.9D+1.6W 60° 50.0 65 535.50 0.00 0.�0 0 0 27 Mernber
D SAE-3.Sx3.5x0.25 4.36 1.2D+1.6W 90° 36.0 58 48.00 21.87 12.62 16.04 1 1 34 Bolt Bear
pu mR�� Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 149.15 0.9D+1.6W 60° 1046.64 14 12 1 1/4 A325-X
Section 5-80.0'to 100.00'
�2007-2022 by ATC IP LLC. All rights reserved. Page 13 of 21 Model ID'62756 Scenario ID:250540 1 U10/2022 15:40'40
ASSET: 311256,HARD ROCK WI CODE: ANSI(TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
FORCE/STRESS SUMMARY
Shear
Pu Len Bracing% F'� m�P„ mR„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-8"DIA PIPE -159.45 1.2D+1.6W N 10.017 100 100 100 ao.sa ao.sa 334.51 0.00 0.00 0 0 47 Member X
DSAE-4X4X0.25 -4.10 12D+1.6W90° 20.158 50 50 50 �52�3 i52.13 18.94 2ta7 2o.sa 1 1 21 MemberZ
Shear Bear Blk Shear
Pu Fy F„ m�Pn mR,,, mR„ m�P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-8"DIA PIPE 132.38 1.2D+1.6W 60° 50.0 65 378.00 0.00 0.00 0 0 35 Member
D SAE-4X4X0.25 3.98 1.2D+1.6W 90' 36.0 58 56.16 21.87 12.62 16.04 1 1 31 Bult Bear
Pu mR�� Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 137.02 0.9D+1.6W 60° 1046.64 13 12 1 1/4 A325-X
'�J2007-2022 by ATC IP LLC. All rights reserved. Page 14 of 21 Model ID'62756 Scenario ID 250540 11/10/2022 15:40:40
ASSET: 311256,HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
FORCElSTRESS SUMMARY
Section 6-100.0'to 120.00'
Shear
Pu Len Bracing% F'y m�P„ mR,,,, Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KUR (ksi) (kip) (kip) �R„(kip) Bolt Hole % Controls
L PST-8"DIA PIPE -143.42 1.2D+1.6W N 10.017 100 100 100 4o.as ao.88 33a.s1 0.00 0.00 0 0 42 Member X
D SAE-3X3X0.25 -3.67 1.2D+1.6W 90° 18.448 50 50 50 �86.s� ie6.9� 9.3i zta7 zo.88 1 1 39 Member Z
Shear Bear Bik Shear
Pu F. F„ m Pn mR„; mR„ m,P„ # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-8"DIA PIPE 122.25 0.9D+1.6W 60' S0.0 65 378.00 0.00 0.00 0 0 32 Member
D SAE-3X3X0.25 3.60 1.2D+1.6W 90' 36.0 58 39.84 21.87 12.62 13.32 1 1 28 Bolt Bear
Pu mR�, Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 124.74 0.9D+1.6W 60° 1046.64 12 12 1 1/4 A325-X
Section 7-120.0'to 140.00'
Shear
Pu Len Bracing% F'Y m�P„ mR� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) �R�(kipj Bolt Hole % Controls
L PST-8"DIA PIPE -128.95 1.2D+1.6W N 6.678 100 100 100 Z�.zs 2�2s 35a.o2 0.00 0.00 0 0 36 Member X
D SAE-2.SX2.5X0.25 -2.93 1.2D+1.6W 90° 15.207 50 50 50 �a5.a3 iss.a3 7.7s 2i.s7 20.Sa � 1 37 Member Z
Shear Bear Blk Shear
Pu FY F„ m�Pn mR„� mR„ mi P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-8"DIA PIPE 110.95 0.9D+1.6W 60° 50.0 65 378.00 0.00 0.00 0 0 29 Member
D SAE-2.5X2.5X0.25 2.91 1.2D+1.6W 90° 36.0 58 31.69 21.87 12.62 11.96 1 1 24 Blk Shear
Pu mR�, Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 112.36 0.9D+1.6W 60° 1046.64 11 12 1 1/4 A325-X
Section 8-140.0'to 160.00'
Shear
Pu Len Bracing% F'Y m�P„ mR�� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-8"DIA PIPE -113.31 1.2D+1.6W N 6.678 100 100 100 2726 2�.26 358.02 0.00 0.00 0 0 31 Member X
D SAE-2.SX2.5X0.25 -2.65 1.2D+1.6W 90° 13.439 50 50 50 �6a22 �sa.22 s.97 2�.a7 20.88 1 1 26 Member Z
Shear Bear Blk Shear
Pu FY F„ m�Pn mR„� �R„ m�P„ # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-8"DIA PIPE 98.58 0.9D+1.6W 60° 50.0 65 378.00 0.00 0.00 0 0 26 Member
D SAE-2.5X2.5X0.25 2.59 1.2D+1.6W 90° 36.0 58 31.69 21.87 12.62 11.96 1 1 21 Blk Shear
Pu mR�c Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 100.29 0.9D+1.6W 60° 1046.64 10 12 1 1/4 A325-X
Section 9-160.0'to 180.00'
Shear
Pu Len Bracing% F'Y m�P� mR�� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-DUP 6"DIA PIPE960 -97.85 12D+1.6W N 6.678 100 100 100 35.si 35.6t 228.86 0.00 0.00 0 0 42 Member X
D SAE-2X2X0.25 -2.32 1.2D+1.6W 90° 11.744 50 50 50 �8a 22 �8022 6.sa 2�.87 20.8a � 1 35 Member Z
Shear Bear Blk Shear
Pu FY F„ m�Pn mR„� mR„ ��P„ # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-DUP 6"DIA PIPE960 86.20 0.9D+1.6W 60° 50.0 65 251.10 0.00 0.00 0 0 34 Mertber
D SAE-2X2X0.25 223 1.2D+1.6W 90° 36.0 58 23.53 21.87 12.62 9.24 1 1 24 Blk Shear
Pu mR�c Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 88.02 0.9D+1.6W 60° 327.10 27 6 1 A325-X
02007-2022 by ATC IP LLC. All rights reserved. Page 15 of 21 Model ID:62756 Scenario ID 250540 11/1 D/2022 15-40 40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
FORCE/STRESS SUMMARY
Section 10-180.0'to 200.00'
Shear
Pu Len Bracing% Fy m�P, mR„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR„(kip) Bolt Hole % Controls
L PST-5"DIA PIPE -83.10 12D+1.6W N 5.008 100 100 100 3t9� 31.97 179.57 0.00 0.0o p 0 46 Member X
D SAE-1.75X1 J5X0.1875 -1.92 1.2D+1.6W 90° 9.224 50 50 50 161.35 ist35 5.39 �5 i9 i3.o5 1 1 35 Member Z
Shear Bear Blk Shear
Pu FY F� m�Pn mR„� mR� m,P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-5"DIA PIPE 73.70 0.9D+1.6W 60' S0.0 65 193.50 0.00 0.00 0 0 38 Member
D SAE-1.75X1 J5X0.1875 1.87 1.2D+1.6W 90' 36.0 58 15.67 15.19 7.83 5.81 1 1 32 Blk Shear
Pu mR�, Use Num
Max Splice Forces (kip) Load Case (kipj % Bolts Bolt Type
Bot Tension 75.07 0.9D+1.6W 60° 327.10 23 6 1 A325-X
Section 71-200.0'to 220.00'
Shear
Pu Len Bracing% F'Y m�P� �R„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-4"DIA PIPE -66.40 1.2D+1.6W N 4.007 100 100 100 3i aa 31.64 i32.a6 0.00 0.00 0 0 50 Member X
D SAE-1.75X1JSX0.1875 -1.79 1.2D+1.6W 90° 7.047 50 50 50 �232s �23.2s s.oa 15.is i3.Os � 1 19 MemberZ
Shear Bear Bik Shear
Pu Fy F„ m�Pn mR�� �R� m�P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
�PST-4"DIA PIPE 58.97 0.9D+1.6W 60° 50.0 65 142.65 0.00 0.00 0 0 41 Member
D SAE-1.75X1.75X0.1875 1.97 1.ZD+1.6W 90° 36.0 58 15.67 15.19 7.83 5.81 1 1 33 Blk Shear
Pu mR�, Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 60.42 0.9D+1.6W 60° 327.10 18 6 1 A325-X
Section 12-220.0'to 240.00'
Shear
Pu Len Bracing% F'Y m�P„ mR„� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-2-112"DIA PIPE �1.27 1.2D+1.6W N 4 100 100 100 5o.s9 50.69 63.55 0.00 0.00 0 0 64 Member X
D SAE-1.75X1.75X0.1875 -3.87 1.2D+1.6W 90° 5.657 50 50 50 i0422 1oa22 17.36 15.�s t3.05 1 1 34 Member Z
Shear Bear Blk Shear
Pu Fy F„ ��Pn mR„� �R„ ��P„ # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % ConUols
L PST-2-1/2"DIA PIPE 35.45 1.2D+1.6W 60° 50.0 65 76.68 0.00 0.00 0 0 46 Member
D SAE-1.75X1.75X0.1875 3.69 1.2D+1.6W 90° 36.0 58 15.67 15.19 7.83 5.81 1 1 63 Blk Shear
Pu mR�, Use Num
Max Splice Forces (kip) Load Case (kip) °/ Bolts Bolt Type _
Bot Tension 40.69 0.9D+1.6W 60° 327.10 12 6 1 A325-X
Section 13-240.0'to 250.00'
Shear
Pu Len Bracing% F'Y m�P� mR�� Bear # # Use
Member Compression (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) (kip) mR�(kip) Bolt Hole % Controls
L PST-2"DIA PIPE -5.66 1.2D+1.6W N 3.333 100 100 100 so a3 50.s3 39.as 0.00 0.00 0 0 14 Member X
H SAE-1.75X1.75X0.1875 -0.14 12D+1.6W N 4 100 100 100 139.94 139.94 �.i6 �2.a3 i3.o5 � � 1 Member Z
D SAE-175X1.75X0.1875 -1.71 12D+1.6W 90° 5.207 50 50 50 9&.31 98.3i 12 10 15.19 13A5 1 1 14 Member Z
Shear Bear Blk Shear
Pu FY F„ m�P� mR„�. mR� mi P� # # Use
Member Tension (kip) Load Case (ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls
L PST-2"DIA PIPE 3.09 0.9D+1.6W 60° 50.0 65 48.15 0.00 0.00 0 0 6 Member
H SAE-1.75X1.75X0.1875 0.11 1.2D+1.6W 60° 36.0 58 15.67 12.43 7.83 5.81 1 1 1 Blk Shear
D SAE-1.75X1.75X0.1875 1.75 1.2D+1.6W 90° 36.0 58 15.67 15.19 7.83 5.81 1 1 30 Blk Shear
Pu mR�. Use Num
Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type
Bot Tension 5.04 0.9D+1.6W 60° 327.10 2 6 1 A32SX
�02007-2022 by ATC IP LLC. All rights reserved. Page 16 of 21 Model ID 62756 Scenario ID 250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
DEFLECTIONS 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 232.00 0.4324 -0.0117 0.3223 0 3223
1.OD+1.OW Service 90'60 mph Wind with No Ice 243.33 0.4976 -0.0113 0.3360 0 3361
1.OD+1.OW Service 90°60 mph Wind with No Ice 246.67 0.5171 -0.0112 0.3348 0.335
1.OD+1.OW Service 60'60 mph Wind with No Ice 232.00 0.4255 0.0096 0.3181 0.3181
1.OD+1.OW Service 60'60 mph Wind with No Ice 243.33 0.4899 0.0092 0.3314 0.3314
1.OD+1.OW Service 60'60 mph Wind with No Ice 246.67 0.5091 0.0091 0.3303 0.3303
1.OD+1.OW Service Normal 60 mph Wind with No Ice 232.00 0.4477 0.0104 0.3309 0.3309
1.OD+1.OW Service Normal 60 mph Wind with No Ice 243.33 0.5146 0.0101 0.3450 0.3451
1.OD+1.OW Service Normal 60 mph Wind with No Ice 246.67 0.5346 0.0100 0.3438 0.3439
(0.9-0.2Sds)`DL+E 90°Seismic(Reduced DL)M1 232.00 0.1121 -0.0031 0.0914 0.0915
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M1 243.33 0.1307 -0.0028 0.0971 0 0971
(0.9-0.2Sds)`DL+E 90°Seismic(Reduced DL)M1 246.67 0.1363 -0.0027 0.0969 OA969
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M2 232.00 0.0273 -0.0007 0.0258 0 0258
(0.9-0.2Sds)`DL+E 90°Seismic(Reduced DL)M2 243.33 0.0325 -0.0006 0.0279 0.028
(0.9-0.2Sds)'DL+E 90°Seismic(Reduced DL)M2 246.67 0.0341 -0.0005 0.0276 0 0276
(0.9-02Sds)`DL+E 60°Seismic(Reduced DL)M2 232.00 0.026 0.0005 0.0247 OA247
(0.9-0.2Sds)*DL+E 60°Seismic(Reduced DL)M2 243.33 0.031 0.0004 0.0269 0 0269
(0.9-0.2Sds)`DL+E 60°Seismic(Reduced DL)M2 246.67 0.0326 0.0004 0.0266 0 0266
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 232.00 0.112 -0.0027 0.0912 0 0913
(0.9-0.2Sds)'DL+E 60°Seismic(Reduced DL)M1 243.33 0.1307 0.0024 0.0970 0.097
(0.9-0.2Sds)*DL+E 60°Seismic(Reduced DL)M1 246.67 0.1363 0.0024 0.0969 0.0969
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 232.00 0.0273 0.0006 0.0259 0.0259
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 243.33 0.0325 0.0005 0.0278 0.0279
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M2 246.67 0.0342 0.0005 0.0275 0.0275
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M1 232.00 0.1121 0.0026 0.0915 0 0915
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M1 243.33 0.1307 0.0024 0.0972 0 0972
(0.9-0.2Sds)'DL+E Normal Seismic(Reduced DL)M1 246.67 0.1363 0.0024 0.0968 0 0968
(1.2+0.2Sds)`DL+E 90°Seismic M1 232.00 0.1124 -0.0031 0.0919 0 0919
(1.2+0.2Sds)*DL+E 90°Seismic M1 243.33 0.1311 -0.0028 0.0976 0 0976
(1.2+02Sds)'DL+E 90°Seismic M1 246.67 0.1367 -0.0027 0.0973 0 0973
(�.2+0.2Sds)'DL+E 90°Seismic M2 232.00 0.0274 -0.0007 0.0260 0.026
(1.2+0.2Sds)'DL+E 90°Seismic M2 243.33 0.0326 -0.0006 0.0282 0 0282
(1.2+0.2Sds)'DL+E 90°Seismic M2 246.67 0.0342 -0.0005 0.0277 0 0277
(1.2+0.2Sds)'DL+E 60°Seismic M2 232.00 0.0261 0.0005 0.0248 0.0248
(1.2+0.2Sds)'DL+E 60°Seismic M2 243.33 0.0311 0.0004 0.0272 0.0272
(�,2+0.2Sds)`DL+E 60°Seismic M2 246.67 0.0327 0.0004 0.0267 0.0267
(1.2+0.2Sds)'DL+E 60°Seismic M1 232.00 0.1123 0.0027 0.0916 0.0917
(1.2+0.2Sds)'DL+E 60°Seismic M1 243.33 0.1311 0.0024 0.0976 0.0976
(12+0.2Sds)'DL+E 60°Seismic M1 246.67 0.1367 0.0024 0.0973 0.0973
(�2+0.2Sds)`DL+E Normal Seismic M2 232.00 0.0274 0.0006 0.0261 OA261
(�.Z+0.2Sds)'DL+E Normal Seismic M2 243.33 0.0326 0.0005 OA280 JA28
(1.2+0.2Sds)'DL+E Normal Seismic M2 246.67 0.0342 0.0005 OA276 0 0276
(�.Z+0.2Sds)`DL+E Normal Seismic M1 232.00 0.1125 0.0027 0.0920 0.092
(�.2+0.2Sd5)'DL+E Normal Seismic M1 243.33 0.1311 0.0024 0.0976 0 0977
(�.2+0.2Sds)'DL+E Nortnal Seismic Mt 246.67 0.1367 0.0024 0.0972 0 0972
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 232.00 0.4749 -0.0129 0.3496 0 3496
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 243.33 0.5458 -0.0125 0.3656 0 3657
1.2D+1.ODi+1.OWi 90°50 mph Wind with 0.5"Radial Ice 246.67 0.567 -0.0124 0.3637 0 3639
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 232.00 0.472 0.0111 0.3482 0 3482
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 243.33 0.5425 0.0108 0.3640 7.364
1.2D+1.ODi+1.OWi 60°50 mph Wind with 0.5"Radial Ice 246.67 0.5636 0.0107 0.3619 0 3619
1.2D+1.ODi+1.OWi Nortnal 50 mph Wind with 0.5"Radial Ice 232.00 0.4838 0.0114 0.3543 0 3543
1.2D+1.ODi+1.OWi Normal 50 mph Wind with 0.5"Radial Ice 243.33 0.5556 0.0110 0.3704 0 3706
1.2D+1.ODi+1.OWi Nortnal 50 mph Wind with 0.5"Radial Ice 246.67 0.5772 0.0109 0.3690 0 3691
0.9D+1.6W 90'90 mph Wind with No Ice(Reduced DL) 232.00 1.5331 -0.0434 1.1532 1.1534
0.9D+1.6W 90°90 mph Wind with No Ice(Reduced DL) 243.33 17667 -0.0428 1.2024 12032
0.9D+1.6W 90°90 mph Wind with No Ice(Reduced DL) 246.67 1.8364 -0.0426 1.1986 1.1993
0.9D+1.6W 60°90 mph Wind with No Ice(Reduced DL) 232.00 1.5133 0.0366 1.1422 1.1422
0.9D+1.6W 60°90 mph Wind with No Ice(Reduced DL) 243.33 1.7445 0.0357 1.1894 1.1899
�2007-2022 by ATC IP LLC. All rights reserved. Page 17 of 21 Model ID'62756 Scenario ID:250540 1 U10/2022 15:40'40
ASSET: 311256, HARD ROCK WI CODE: ANSI(TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
DEFLECTIONS 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) 246.67 1.8136 0.0355 1.1861 1.1866
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 232.00 1.5876 0.0388 1.1844 1.1844
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 243.33 1.8274 0.0382 1.2337 1.2343
0.9D+1.6W Normal 90 mph Wind with No Ice(Reduced DL) 246.67 1.8992 0.0381 1.2300 12306
1.2D+1.6W 90°90 mph Wind with No Ice 232.00 1.537 -0.0436 1.1574 1.1576
12D+1.6W 90'90 mph Wind with No Ice 243.33 1.7714 -0.0429 1.2069 12076
1.2D+1.6W 90°90 mph Wind with No Ice 246.67 1.8415 -0.0428 1.2030 1.2038
1.2D+1.6W 60°90 mph Wind with No Ice 232.00 1.5172 0.0367 1.1463 1.1463
1.2D+1.6W 60°90 mph Wind with No Ice 243.33 1.7492 0.0358 1.1937 1.1942
1.2D+1.6W 60°90 mph Wind with No Ice 246.67 1.8185 0.0356 1.1904 1.1909
1.2D+1.6W Normal 90 mph Wind with No Ice 232.00 1.5917 0.0389 1.1887 1.1887
1.2D+1.6W Normal 90 mph Wind with No Ice 243.33 1.8324 0.0384 1.2384 i.239
1.2D+1.6W Normal 90 mph Wind with No Ice 246.67 1.9044 0.0382 1.2346 1.2352
�2007-2022 by ATC IP LLC. All rights reserved. Page 18 of 21 Model ID'.62756 Scenario ID:250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981_C3_02
DETAILED REACTIONS
'(-)Uplift antl(+)Down
Load Case Radius Elevation Azimuth Node FX' FY* FZ'
(ft) (ft) (deg) (kip) (kip) (kip)
15.01 0.00 0 1 0.00 230.33 -24.27
1.2D+1.6W Normal 15.01 0.00 120 1a 8.30 -89.10 -5.43
15.01 0.00 240 1 b -8.30 -89.10 -5.43
15.01 0.00 0 1 -0.37 116.96 -12.00
1.2D+1.6W 60° 15.01 0.00 120 1a -10.58 116.96 5.68
15.01 0.00 240 1 b -16.90 -181.77 -9.76
15.01 0.00 0 1 -0.49 17.38 -1.51
1.2D+1.6W 90° 15.01 0.00 120 1a -17.50 192.97 9.84
15.01 0.00 240 1b -14.94 -158.21 -8.33
15.01 0.00 0 1 0.00 225.69 -23.88
0.9D+1.6W Normal 15.01 0.00 120 1a 8.63 -93.30 -5.63
15.01 0.00 240 1 b -8.63 -93.30 -5.63
15.01 0.00 0 1 -0.37 112.47 -11.61
0.9D+1.6W 60° 15.01 0.00 120 1a -10.25 112.47 5.48
15.01 0.00 240 1b -17.23 -185.84 -9.95
15.01 0.00 0 1 -0.49 13.04 -1.13
0.9D+1.6W 90° 15.01 0.00 120 1a -17.16 188.38 9.64
15.01 0.00 240 1b -15.27 -162.32 -8.51
15.01 0.00 0 1 0.00 95.75 -7.41
1.2D+1.ODi+1.OWi Normal 15.01 0.00 120 1a 2.49 -2.33 -1.57
15.01 0.00 240 1 b -2.49 -2.33 -1.57
15.01 0.00 0 1 -0.09 61.90 -3.81
1.2D+1.ODi+1.OWi 60° 15.01 0.00 120 1a -3.34 61.90 1.83
15.01 0.00 240 1 b -5.27 -32.73 -3.04
15.01 0.00 0 1 -0.11 30.36 -0.51
1.2D+1.ODi+1.OWi 90° 15.01 0.00 120 1a -5.47 85.49 3.10
15.01 0.00 240 1 b -4.59 -24.77 -2.58
15.01 0.00 0 1 0.00 29.49 -2.72
15.01 0.00 120 1 a -0.82 9.88 0.53
15.01 0.00 240 1 b 0.82 9.88 0.53
(�.2+0.2Sds)'DL+E Normal M1
15.01 0.00 0 1 0.00 19.13 -1.79
15.01 0.00 120 1a -1.24 15.06 0.74
15.01 0.00 240 1 b 1.24 15.06 0.74
15.01 0.00 0 1 0.05 22.96 -2.14
15.01 0.00 120 1a -1.83 22.96 1.12
15.01 0.00 240 1 b 0.34 3.34 0.20
(12+0.2Sds)'DL+E 60°Mi
15.01 0.00 0 1 0.01 17.71 -1.67
15.01 0.00 120 1a -1.44 17.70 0.85
15.01 0.00 240 1 b 1.16 13.84 0.67
15.01 0.00 0 1 0.06 16.42 -1.56
15.01 0.00 120 1 a -2.21 27.74 1.31
15.01 0.00 240 1 b 0.49 5.09 0.25
(1.2+0.2Sds)'DL+E 90°M1
15.01 0.00 0 1 0.02 16.42 -1.56
15.01 0.00 120 1a -1.52 18.76 0.89
15.01 0.00 240 1 b 1.18 14.07 0.67
15.01 0.00 0 1 0.00 25.16 -2.31
15.01 0.00 120 1 a -0.47 5.58 0.33
15.01 0.00 240 1 b 0.47 5.58 0.33
(0.9-0.2Sds)'DL+E Normal M1
15.01 0.00 0 1 0.00 14.81 -1.38
15.01 0.00 120 1 a -0.89 10.75 0.53
15.01 0.00 240 1 b 0.89 10.75 0.53
15.01 0.00 0 1 0.05 18.63 -1.73
15.01 0.00 120 1a -1.47 18.63 0.91
15.01 0.00 240 1 b -0.01 -0.95 -0.01
(0.9-0.2Sds)'DL+E 60°M1
15.01 0.00 0 1 0.01 13.39 -1.26
15.01 0.00 120 1a -1.08 13.39 0.64
15.01 0.00 240 1b 0.81 9.53 0.47
15.01 0.00 0 1 0.06 12.11 -1.15
(0.9-0.2Sds)'DL+E90'M1 15.01 0.00 120 1a -1.85 23.41 1.11
�2007-2022 by ATC IP LLC All rights reserved. Page 19 of 21 Model ID 62756 Scenario ID 250540 11/10/2022 15:40:40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
DETAILED REACTIONS
"(-)Uplift and(+)Down
Load Case Radius Elevation Azimuth Node FX' FY* FZ'
(ft) (ft) (deg) (kip) (kip) (kip)
15.01 0.00 240 1 b 0.14 0.80 0.04
15.01 0.00 0 1 0.02 12.11 -1.15
15.01 0.00 120 1a -1.16 14.45 0.68
15.01 0.00 240 1 b 0.83 9.76 0.47
15.01 0.00 0 1 0.00 75.28 -7.85
1.OD+1.OW Service Normal 15.01 0.00 120 1a 1.64 -15.92 -1.15
15.01 0.00 240 1b -1.64 -15.92 -1.15
15.01 0.00 0 1 -0.13 42.90 -4.32
1.OD+1.OW Service 60° 15.01 0.00 120 1a -3.80 42.90 2.05
15.01 0.00 240 1 b -4.14 -42.36 -2.39
15.01 0.00 0 1 -0.16 14.48 -1.29
1.OD+1.OW Service 90° 15.01 0.00 120 1a -5.80 64.69 3.26
15.01 0.00 240 1b -3.58 -35.73 -1.97
�2007-2022 by ATC IP LLC All rights reserved. Page 20 of 21 Model ID:62756 Scenario I D:250540 11/10(2022 15:40 40
ASSET: 311256, HARD ROCK WI CODE: ANSI/TIA-222-G
CUSTOMER: VERIZON WIRELESS PROJECT: 14178981 C3 02
MAXIMUM REACTIONS SUMMARY
n ivi u Global(D�+WL+IL� Global(DL+WL)
Max Uplift: 185.84(kip) Moment Ice: 1472.33(kip-ft) Moment: 4794.92(kip-ft)
Max Down: 230.33(kip) Total Down Ice: 91.08(kip) Total Down: 52.14(kip)
Max Shear 24.27(kip) Total Shear Ice: 10.56(kip) Total Shear: 35.14(kip)
1.2D+1.6W Normal
�2007-2022 by ATC IP LLC. All rights reserved. Page 21 of 21 Model ID.62756 Scenario ID 250540 11/10l2022 15:40:40
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Antenna Mount Mapping Form(PATENT PENDING) F"a
��� PAU l J. F O R D insoii
��'.;i 1..:. Tower Owner. ATC Mappin Date: 10/412022
Site Name: HARD ROCK WI Tower Type: Self Support
Site Number or ID: Nelson Lake Tower Height(Pt.}: 2b1
Mapping Contractor: SGS TOW ERS Mount Elevation(Ft.): 245
Thisancennamappingfo;mist�epropertyoflSand�nde-� .. _. _i _. .,•�:1�e .� _nsid=red-onfden��al�nnacureand;.ohe�sedonlyor�e;p_�f�_..��_.�_ .�+�inten�edfor.�2eprod on._ransms,ion,p�blicacio�.
mod�(ca[on or disclosure by any mechod�s proh�ibi[ed exceot hy express Nritter permrm on�o'ES aal'�.me an;a�d n e[hods are the�espons�6��l��ry of[he contractor ano the work sha I��e�o,�nGl�a��w���[h ANSI/ASSE A 10 48,OS�+q,FCC,FaA and other sa�ety
requi entstha[may ap01y.TES�is nof war�antying the usab�ility of'he safe.rydim.b as fmurt�e assessed prior[o each u mplia w�ith OSHA requ�irements_
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r 1
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���-����^ n ^> ��� SS -'�� � A3 MP 2 X 120 X 1/8 70.00 147.00 C3 MP 2 X 120 x 1/8 70.00 1�7.00
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. � .{�� �. . . �,\� t . 1 B2 MP 2 R 120 X 7/8 70.00 75.00 D2
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� -e� - ,�._ :�.'�+S' Distance from top of bottom support rail to lowest tip of ant./eqpt.of Carrier above.(N/A if>10 ft.):
-�-�- ,,.,, � Distance from top of 6ottom support rail to highest tip of anC/eqpt.of Carrier below.(N/A if>10 ft.):
� �^ _ _ Please enter additional infomation or comments below.
�,�� ..., �--n'�.r._ _._- ar� - - .
N.�'
�� Tower Face Width at Mamt Elev.(ft.�: 4 Tower Leg Size or Pole Shaft Diameter at Mount Elev.(in.): 2.4
sEciOa e ��� �, sECTwt c Enter antenna model.If not labeled,enter"Unknown". Mounting Locations Photos of
� (Units are inches and degrees� antennas
` FACE B
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LEG B �� �-�fEG C E Coax Antenna Vertical Horz offsec qntenna
°1 Antenna Models if Width Depth Height 'h �use " Photo
Size and Center- Distances"bia,bz„ ifnnc�s Azimuth
^yb � Known (in.) (in.) (in.) Numbers
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"� ... . ..�,„ _.� ._. ..,� . .,�7 -'-"- Anti, WPA-70063(8CFE01 11.20 5.10 94.60 246 48.00 10.00 90.00 171
ll�l
SEcrOR a �c n Ant1e (12)1 17/S"FH
= Antl�
'�'� .� Fo.. .ai AntZ, CWWXO85X25G00 12.D0 7.10 98J0 246 54.00 9.00 90.00 ll6
orrtPe•n•� AMzb A90-1TMAV-700C 246 34.00 7.00 90.00 183
� Antz�
Ant3, WPA-70063(8CF EDI� 11.20 5.10 94.60 246 48.00 10.00 90.00 189
� �� � ■���.� � ��r�•_� � ' ����y.. , ���: � Ant�e
.L. Ar+�..e Mtn L %.r.tx _ Ar���e � "��:'� Ant,
. .,, ...«,..«.- a
.,...m,r.,..�.,,.. ... .a,...._ .,,,� , _
.,,e
v Antan
�,,I ' .-.., ' .. �. � � �... �:�. ,
. . . . � Anta�
. �y.:.� .�:..._�,.,.::�. ...�'�,�.� . ,. ......� Antsa
■ Antsb
" �■ " .._ . '� '■ An[ton
4r.hc ,4ntzc Antt An,�� 'r�.'x
- _. ���. Standoff
_ ...5�...._..._...�.
An[on
_ ..... __..�_+_.... �
---- - � Standoff
rn �
_ ............. .. .... .. . ._�. Ant on
, .. .... ....... �c; ... ... ' Tower
Antenna Lavout ILookin¢Out From Towerl Ant on
7ower
Mount Azimuth(Degree) Tower Leg Azimuth(Degree) Sector 8
for Each Sector for Each Sector Anti, WPA-70063/8CF EDI 1110 5.30 94.60 246 48.00 10.00 210.00 201
Seaor A: 10.� De le A: 90.00 pe Antio
Sector 8: 110.00 De Le B: Zl��� Oe A�ti�
SectorC: 210.00 De Le C: 330.00 pe Anti, CWWXOSSX25G00 12.00 710 98J0 246 54.00 9.00 210.00 206
Sector D: Deg Leg D: Deg Antzp A90-TTMAV-700C 246 34.00 7.00 210.00 208
Climbing Facility Information Antz�
lotation: 90.00 Deg On leg B Ant3, WPAJ0063/SCf EDI� 11.20 5.10 94.60 246 48.00 10.00 210.00 211
CorrosionType: Gaodcondition. Ant3y
Climbing qccess: Climbing path was unobstruc[ed. Ant3�
Facility
Condition: Good condition. AMa,
Antqe
An[a�
Ants,
Antsy
An[s�
Anton
+ Standoff
��°��, Ant on
~ ��/� SiandoN
�� , � � Anton
`�f�'
.,,,�po Tower
Anton
Tower
.,�,µ.�, Sector C
Antl, WPA-J0063/SCf EDI� 11.20 5.10 94.60 246 48.00 10.00 219
Antie
..._.._ . ..::� Anti�
_ Antia CWWX085X25G00 12.00 7.10 98JD 246 54.00 9.00 221
� Ant�s A90-TTMAV-7�OC 246 34.00 7.00 223
Anti�
� � Ant�, WPA-70063/SCF EDI 11.20 510 94.6D 246 48.00 50.00 224
� �j " ��'i Antsn
� II
� Ant�
� , Ant�,
__ � I i I .i ,.
.i i � .. �-�,. . .. Antnn
��� �. � ' j I ,, Ant�
' � 1 i �, ����� < <.. Ants,
., �,�. .:��'�,
� _ I..''r: L.. :'" Antse
i� I � � j .. � Ants�
�� , . �.�. -r'� � ...,..
. Ant on
c.�,�...,.2«, ....-� .- ` ,. Standoff
�I I I I I I: 1L ��,�-�`T An[on
� Standoff
I����' �I � Anton
q Tower
�� I.I ; � I i�~,.;n Anton
ITower
Sector D
,V.�' Anti,
' Antie
I Anti�
7r�. h- .__._- Antza
f�r Antxe
�
,. '' „r . ,..,, Anta�
._� � .... ..,. . :.�:
� .�I . . . `_ ` Ant3,
I V � � � Antae
ii i
i Ant�
rzexw - �� � .t.,. A°taa
. d� ._�. .. AnGe
`����1 I -�= Anb�
p Ants,
.. �.. . Antsn
�
�
..:k_: .��cl - -.... j Ants�
' Anton
Standoff
Ant on
Standoff
Anton
Tower
Ant on
Tower
Observed Safety and Structurel Issues During the Mount Mapping
Issue N Description of Issue Photo q
1
2
3
4
5
6
7
B
� � �Mapping�Notes � ��
1.Please report any v3lble structural or safety Issues observed on the antenna mounts(Damaged members,loose�onnectlons,tlting moun[s,safety dimb Issues,etc.)
2.If[he thlckness of the exisYing pipes or tubing tan't be obtalned from a general tool(such as Caliper),please use an ultrasonlc measuremen[tool(thlckness gauge)[o measure the thickness.
3.Please create all required detail sketches of the mounts and insert them into the"Sketchez'tab.
4.Please measure and enter the bolt sizes and types under the Members Boz in the spreadsheet of the mount type.
S.Take and label the photos of the tower,mouMs,connections,antennas and all measurements.Minimum 50 photos are required.
6.Please measure and report the size and length of all existing antenna mounting pipes.
7.Please measure and report the antenna information for all sectors.
8.Dodt delete or rearran e any sheet or contents of any sheet from this mappin form.
SWndard Conditions
�1 Obvious safety and s[ruc[ural issues/deficiencies no[iced at the time of the mount mapping are to be reported in this mapping.However,this mount mapping is not a mndition assessment of the mount.
\a' 1'-20�1
Antenna Mount Mapping Form(PATENT PENDING) F���
��� PA U L J. F Q R D iz�soii
Tower Ownec ATC Mapping Date: 10�4i2022
Si[e Name: HARD ROCK W I Towar Type: SeN Suppon
Site Number or ID: Nelson Lake Tower Heigh[(FL�: ZS�
Mapping ConVactor: SGS TOWERS Mount Elevation(Ft.�: 245
rh�s an�enna mapp�ng for.�n�is!�'�e property��f r_5 3.�d�nder . �. � ..The/ormat�on co.��a-ned�e.e.�s_�n.idere�l-anf��.dz�.�ai�n naNre ind is!o be��ed only for!,�a,�=c�f<<�smmer��wa �i�tended for.4eproduc!on transm�ssion.pu6lication.
mod�ification or tl�isclosure by any method is prohib�ited except by evpress written permisz�on of`ES.All means and methotls.a�e Ihe respons�ibiiity o!the contractor and the work shall be compliant w�ith ANSI/ASSE A 10.46,OSHA,FCC,FAA and other safety
requi ents that may apply.TES is not warrantying the usahiliry of Me safery dlmb as�it must be assessed p.ior to each u mpl�iance with OSHA requi ents.
Please Insert Sketches of the Antenna Mount
__La'�s�-�-.3a?�:.,.�xca���,a,*;w4r�±-Z 5r•�
iL1IiRo-Nh.y rr,;��= .. Ff�,'
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— "',�1 I=� � -�-�_- �
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Antenna Mount Mapping Form(PATENT PENDING) FCCp
� iz�soii
l7�� PAUL J'FORD
��' - �a�.��,
Tower Owner P.TC Mapping Da[e: 10/�/2022
Site Name: HARD ROCK W I Tower Type: Self Supoort
Nelson Lake Tower Hei h[ FL �'S�
Site Number or ID: g ( )�
Mapping ConVactoc SGS TOWERS Mount Elevation(Ft.�: z45
Th's an[enna mapping form is the property of T�5 anJ�nde� , . .-'.�.The format on con�a-ned here��Is cons�dered ronf�iden[al-n nature and iz co 6e�sed only for the�pec fic customer it was intended for.Reproduct on transm�ssion,pu6lication,
mod�ification or dlsdosure hy any method is pronib�ited except by express written permiszion of TES.All means and methods a�e the•esponsib�il�ity of the contractor and the work shall be compliant wlth ANSI/ASSE A 1�.48,OSMA,FCC,FAA and other safety
requlrements that may apply.TES�is not warranrying the usability of the safety dlmb as it must be assessed pr�ior to each use In compllan�e with OSHA requirements.
Please enter information about transmission lines.
Transmission Diameter/Size(in.)
Line Type Quantiry Please add a description if Located on Photo
Tower Face p Additional Comments
Plck from List usin t e"Other".
AlI 5ettors
Please enter information about additional RF equipmerrt.
EquipmentType Width Depth Height AdditionalComments
Pick from�ist Quantity Model Numbers if Known in. in. in. Location Photo#
Sector A
Sector 8
Sector C
—— �I
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II �ti
I Z X'
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li Envelo e Oni Solution
P Y I
� Paul J. Ford- - - - - -- SK- 1 J
BRS 223616-VZW_MT_LOT_SectorA_H Nov 1, 2022 at 11:59 AM '
_ _
_ _ _ _ _ _,
Project No. 10173966 223616-VZW_MT_LOT_A_H.r3d �
Code Check
I .Y
(Env)
�
.� S ����, No Calc
.�_�X� >1.0
90-1.0
�' Z X 75-.90
.—.__ .- . . .50-JS
I 0.-.50
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Member Code Checks Displayed(Enveloped) '
� Envelope Only Solution I
� Paul J. Ford - - - - _ . - - - - SK- 2 y
_ _ - _ -- - __ . ,
BRS 223616-VZW_MT_LOT_SectorA_H Nov 1, 2022 at 11:59 AM
PfOJECt NO. ���73966 223616-VZW_MT_LOT_A_H.r3d
Y Shear Check
• (Env)
-� No Calc
>1.0
Z X I .90-1.0
75-.90
I 50-]5
0--.50
i I
II i
I 0� I
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I Member Shear Checks Displayed(Enveloped) II
Envelope Only Solution
_ _ _ -- -- _ _- - — . _ _ _ _;
Paul J. Ford SK- 3 '
r BRS 223616-VZW_MT_LOT_SectorA_H Nov 1, 2022 at 11:59 AM
PfOJeCI NO. ���73966 223616-VZW_MT_LOT_A_H.r3d —,
Company Paul J. Ford Nov 1,2022
I 1 RISA Designer : BRS 12:00 PM
Job Number : Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
(Global) Model Settinqs
Dis la Sections for Member Calcs 5
Max Internal Sections for Member Calcs 37
Include Shear Deformation? Yes
Increase Nailin Ca aci for Wind? Yes
Include War�ing? No
Trans Load Btwn Intersecting Wood Wall? ,Yes
Area Load Mesh in^2 144 I
Mer e Tolerance in � .12
P-Delta Anal sis Tolerance 0.50%
Include P-Delta for Walis? Yes
Automaticall Iterate Stiffness for Walls? No
Max Iterations for Watl Stiffness 3
Gravit Acceleration ft/sec^2 32.2
Walt Mesh Size in 12
Ei ensolution Conver ence Tol. 1.E- 4
Vertical Axis ,Y
Global Member Orientation Plane XZ
Static Solver S arse Accelerated
D�namic Solver Accelerated Solver
- — — _— — __ .
Hot Rolled Steel Code AISC 15th 360-16 : LRFD
Ad'ust Stiffness? Yes Iterative
RISAConnection Code None
Cold Formed Steel Code None
Wood Code None
Wood Tem erature < 100F
'Concrete Code None
Mason Code None
Aluminum Code ' None - Buildin
Stainless Steel Code None
Number of Shear Re ions 4 �
Re ion S acin Increment in 4
Biaxial Column Method Exact Inte ration
Parme Beta Factor PCA .65
Concrete Stress Block Rectan ular
Use Cracked Sections? Yes
Use Cracked Sections Slab? No
Bad Framin Warnin s? No
Unused Force Warnin s? Yes
iMin 1 Bar Diam. Spacing? � 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\223616-VZW_MT_LOT_A_H.r3d] Page 1
Company : Paul J. Ford Nov 1,2022
''�'�� Designer : BRS 12:00 PM
Job Number : Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
(Global) Model Settinqs, Continued
�Seismic Code ASCE 7-16
Seismic Base Elevation ft Not Entered
Add Base Wei ht? No
Ct X � .035
Ct Z .035
T X (sec) i Not Entered
T Z sec Not Entered
R X 8.5
R Z 8.5
Ct Ex . X .75
Ct Ex . Z .75
SD1 ' 1
,SDS 1
S1 � 1
TL sec Not Entered
Risk Cat � I or il
'Drift Cat Other '
mZ 1
Om X 1 �
dZ 4
iCd X 4
Rho Z 1
Rho X 1
Hot Rolled Steel Properties
T._Label _r E_�si] __ G ksi Nu __Therm�/1 E5 F) Density�k/ft^3]_Yiel�ksi _ R�__:Fu�ksil ___Rt
�1 A36 Gr.36 29000 11154 � .3 .65 .49 36 1.5 58� � 1.2 �
2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.�
' 3 A992 29000 11154 .3 .65 ' .49 ' 50 ' 1.1 58 ' 1.2
4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.�
' S 'A500 Gr.46 '29000' 11154 .3 .65 .49 46 ' 1.2 � 58 1.1
6 IA53 Gr. B(35.. 29000 11154 .3 .65 .49 35 ' 1.5 60 1.2
Member Primary Data
Label _ _I Joint __ J Joint K Joint Rotate�e... __Section/Shape _ _ Tvpe_Des_gn List Material _Desiqn_Rul._
1 MP3A N33 N34 � PIPE 2.0 � None None A53 Gr. B(35.., T ical
2 MP2A N39 N40 PIPE 2.0 None None A53 Gr.B(35.. T ical
3 MP1A N23 N24 PIPE 2.0 None None A53 Gr. B(35.. T ical
4 i M156 N1 ; N283A 90 � PL3/8x6 None None A36 Gr.36 T ical
5 M155A N2 N284A 90 PL3/8x6 None ' None A36 Gr.36 T ical
6 M94 N3 N49 SR 0.625 None , None A36 Gr.36 T ical
r 7 M35 N53 N57 � RIGID None None RIGID T ical I
8 M34A N55A I N546 MC6X15.3 None None A36 Gr.36 T ical
' 9 M34 N54A N56 ' PIPE 2.0 � None ' None IA53 Gr. a(35..� T ical i
10 M33A N52A N54B 180 MC6X15.3 None None A36 Gr.36 T ical
11 M33 N55 N59 RIGID None None RIGID T ical
12 M32A N536 N55A ' MC6X15.3 None None A36 Gr.36 T ica�
13 M32 N54 N58 RIGID None None RIGID T ical
14 � M31 N52 J N51 � PIPE 2A � None None �A53 Gr. B(35.. TypicB�
15 M30 N50 N49 PIPE 2.0 None None A53 Gr. B(35.., T ical
16 � M21 i N26 ' N36 RIGID None i None RIGID Tvpica�
17 M20 N25 N35 RIGID None None RIGID T ical
18 M19 N32 N30 RIGID None , None RIGID I Tvpical �
19 M18 N31 N29 RIGID None None RIGID T ical
20 � M17 ! N25 ' N11 I 90 I PL3/8x12 ' None I None A36 Gr.36 i DR1�
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT_A_H.r3d� Page 2
Company : Paul J. Ford Nov 1,2022
''�'�� Designer : BRS 12:00 PM
Job Number Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Member Primary Data (Continued)
_ _ _ _�_ J Joint_ K Joint Rotate�.., Section/Sha�e Design_List Material � _
' 21 ' M16 N26t ' N12 ' 90 PL3/8x12 None ' None A36 Gr.36 'DTi ni al� '
22 M15 N14 N10 RIGID None None RIGID T ical
23 M14 N13 N9 RIGID None None RIGID T ical
24 M11 � N18 N17 I I PIPE 2.0 None None ,A53 Gr. B(35.. Typical
25 M10 N22 N21 PIPE 2.0 None None A53 Gr. B (35... T IC81
26 M9 N20 N19 � ' PIPE 2.0 None ; None A53 Gc B(35.. Typical
27 � M8 N16 N15 PIPE 2.0 None None A53�r. B(35... T ical
28 M7 � N3 i N4 � ! PIPE 2.0 None ` None �A53 Gr.B(35.. TypIC81
' 29 '' M6 N5 N25 90 L3X3X3 None ' None ! A36 Gr.36 T icai
30 M5 N6 N26 ' ' 90 � L3X3X3 None ' None A36 Gr.36 T ical
31 M4 N1 N11 180 L3X3X6 None None A36 Gr.36 T ical
32 M3 N2 N12 180 L3X3X6 ' None None A36 Gr.36 T ical
33 M2 N26 N8 90 L3X3X3 None None A36 Gr.36 T ical
34 M1 N25 N7 90 L3X3X3 � None None A36 Gr.36 T ical
35 M35A N56A N58A L2.5x2.5x4 None None A36 Gr.36 T ical
36 M36 N57A N58A ' L2.5x2.5x4 ' None None A36 Gr.36 T ical
37 M37 N63 N66 RIGID None None RIGID T ical
38 M38 N65 ' N64 ' RIGiD None ' None RIGID T ical
39 M39 N62 N61 ' RIGID None ' None ' RIGID T ical
40 M40 N60 N59A ' PIPE 2.5 None None A53 Gr.B(35.. T ical
41 M41 N67 N69 L2.5x2.5x4 None None A36 Gr.36 ' T ical
42 M42 N68 N69 L2.5x2.5x4 None None A36 Gr.36 T ical
Member Advanced Data
Label_ _ I Release J Release,I Offset in�J O_ff_set in T/C Onlv_P�sical Defl R...Ana�sis,.. _ Inactive Seismi...
�-1 T MP3A - - ` Yes !'�NA' _ i T None
� MP2A Yes "NA'k _�on�
3_ MP1A Yes "NA•� None
� M1_56 _ -- � Ye�<«NA.. No�
�5 �_M155A . _ __ Yes **NA** None
�_ M94 ] BenPIN BenPIN Yes Z� Non�
I 7_ M35___ Yes
NA None
I
8 M34�A � _� Yes "NA x* None
9 M34 BenPIN ! Yes `�NA'� None '
10 M33A OOOOXO 0000xo Yes 44 NA" None
�,NA�. ' None
11 _. M33 -- Yes --
12 M32A OOOOXO 0000xo� Yes "NA**
��— �None f
13 M32 __ Yes "NA'• None
_ _ '
--- -
14 _M31 Yes "'NA'" �Non_�
16 M30 -- _ Yes '"NA'� None
15 i _ _— �
-
�r �— —�es �"NA" Exclude None
M21 OOOXOX —_
I 17 ' M20_ __ OOOXOX _--'' _ _. I I Yes r"NA"I _—___ Exclude _None .
18 _ M19 �.__ OOOXOX—� �T ��Yes i`�NA r� 1 Exclude None J
19 M 18 OOOXOX Yes "NA" ' E Ic ux de � None I
20 M17 � BenPW Yes "NA`� No�
21_. M16 __ _ BenPIN Yes "NA" None
� 22T M15 OOOXOX Yes k`NA x' Exclude Non�
24 M11 �__OOOXOX -� Yes *'NA�� Exclude_�_Non�
, 26 I M9�-- —� � _i--� I Yes :.<NA *� _—_�_-_ _.�Non�
27 ' M8 Yes "'NA" None '
�_ - ---- -
- - . ._ __._ _ __ � _ —
�28 � M7 1- � �- � I Ye�.,NA.,� _ � j None�
29 M6 Yes "NA�` None
_ _ _� --
- - — -- -
30— M5- _1 _ _ '__ I _ ! 1 Ye_s <,NA�• _ _ None
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW MT LOT A H.r3d] Page 3
Company Paul J. Ford Nov 1,2022
I I R ISA Designer : BRS 12 OO PM
Job Number : Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Member Advanced Data (Continued)
Label I Release _ _ J_Release_I Offset[in�Offset[i�T/C On�Ph�ical Defl R...Anal�s.._Inactive _ Seismi...
31 M4 Yes "NA*' None
32 M3 � Yes �'NA" None .
33 M2 Yes "NA`�' None
34 I M1 i � i � Yes "`NA"� None
35 M35A ' BenPIN ' Yes "`NA" ' None
36 M36 i BenPIN I Yes "NA" None ':
37 M37 ' ' Yes '"`NA" Exclude ' None
38 M38 Yes "NA" Exclude No�
39 M39 Yes "NA"' Exclude None
40 M40 Yes "NA"' None
41 M41 BenPIN Yes "NA" None
42 M42 BenPIN Yes "NA"" None
Hot Rolled Steel Desiqn Parameters
, Label Sha�e Len�c thf�_ Lbvy[� _. [� � �_p� �orqu.,.�y _ Kzz . . Cb _ Function
' — - 1 I Lateral,
Lbzz ft Lcom to comp_ot_
1 MP3A _PIPE 2.0 ' 10 '
[ 2 I MP2A PIPE 2.� 10 � Lateral
3 MP1A ' PIPE 2.0 10 ' —��'� �ateral
�__�_M 156 PL3/8x6 .5 �— �aterai
5 M155A _ _ PL3/8x6 _ .5 ' ' �ateral
��M94 SR 0.625 3.905 Lateral
7 _ M34A MC6X15_3 _1.375 Lat�ral
8 M34 PIPE 2.�_8.542 Lateral
9 M33A MC6X15.3 4.37 � ' ' Lateral
10 M32A MC6X15.3�4.37 Lateral
— — _ _ -
11 M31__ PIPE 2.0 12.5 I I ' � � ', Lateral�
12__ M30 PIPE 2.0 3 Lb �ateral
13 ' M17 PL3/8x12 ! .333 ' ! ' Lateral'
� _.M16�PL318x12 .333 Lateral
- - - ___
15 M11_ PIPE 2,0 3 ' , �ateral
16 M10__ PIPE 2._�_ 3 Lateral
_17_ M9 PIPE 2.0 3 ' ' ' �ateral
--
18 M8 _--_ PIPE 2.0 _ 3__ Lateral
' 19 M7 PIPE 2.0 3_ Lb ' Lateral
20 M6 L3X3X3 6.25 Lbyy Lateral
21 ' _ M5 L3X3X3 6.25_ '' ___ Lb ' ' �ateral
22 M4 L3X3X 3 L�� � Lateral
L3X3X6 __ 3_ ' ' ___ Lb � �ateral�
--
' M2 L3X3 3 6.25 Lb�� I Laterai
_
23 I M3__ _
24 I L3X3X3 6.25
25 M1__ ' ! _ ' ' Lb I _ Lateral�
26 M35A L2.__5_x2.5x4'� 5.72�3 __ Lateral
M 6 L2.5x2.5x4 5.723 ! ' Lateral
27-- -- —3 _
-- -- --._
28 M40___. PIPE 2.5 14.5 �ateral
29 M41 L2.5x2.5x4 7.41 ' Lateral'
30 M42 L2.5x2.5x4 7.41 �ateral
Basic Load Cases
BLC Descr�tion ___Cate4ory _X Grayi� Y Gravity Z Gravit�_Joint___ Point Distributed Area�Me...:Surface�P.,l
1 Antenna D � None i 48
2 Antenna Di None I I � I 48 � i I �
3 Antenna Wo(0 Deg) NOne 48 �
4 Antenna Wo(30 Deg) None ' 48 �
5 Antenna Wo(60 Deg) None 48
� 6 Antenna Wo(90 Deg)'', NOtle 48 ' ' �
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT_A_H.r3dJ Page 4
Company : Paul J. Ford Nov 1,2022
''���� Designer : BRS 12:OOPM
Job Number Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Basic Load Cases (Continued)
_ _ BLC Description _Cateqory _ X Gravity__Y Gravitv Z_Gravit�_Joint Point__ Distributed Area(Me... Su_rf_ace(P._.
' 7 Antenna Wo(120 Deg) NOne ' 48 ' ' '
$ Antenna Wo(150 Deg) None 48
g Antenna Wo(180 Deg) NOne 48 '
10 Antenna Wo(210 Deg); None � ; � ; 48 ; ,
11 Antenna Wo(240 Deg), None ' 48 _,'�
12 Antenna Wo(270 Deg) None 48 �
13 Antenna Wo(300 Deg) None 48 '
14 Antenna Wo(330 Deg)I None � 48 i �
15 Antenna Wi (0 Deg) None ' 48
16 Antenna Wi(30 Deg) None 48
17 Antenna Wi (60 Deg) None 48
�$ Antenna Wi(90 Deg) � NOne , ! 48 � !
�g Antenna Wi (120 Deg) None 48
20 Antenna Wi(150 Deg) None 48 �
21 Antenna Wi (180 Deg) NOfle 48
22 Antenna Wi(210 Deg) None � 48
23 Antenna Wi (240 Deg) NOfte ' 48 '
24 Antenna Wi(270 Deg) None � 48 �
25 Antenna Wi (300 Deg) NOne ' 48 '
2g Antenna Wi(330 Deg) None � 48
27 Antenna Wm(0 Deg) NOne 4$
28 Antenna Wm(30 Deg) None 48
' 29 Antenna Wm(60 Deg) None 4$
3fl Antenna Wm(90 Dea) None i 48 ( �
31 Antenna Wm(120 Deg) NOne 48
32 ntenna Wm(150 Deg None 4$
33 Antenna Wm (180 Deg) None 48
34 ntenna Wm(210 Deg None 48 I
35 Antenna Wm (240 Deg) None 48
36 ntenna Wm(270 Deg None 4$
i 37 ' ntenna Wm(300 Deg None ' ' 48
38 ntenna Wm(330 Deg None 48
39 Structure D None -1
40 Structure Di None 30
, 41 Structure Wo (0 Deg) None ' ' 60
42 Structure Wo (30 Deg None � 60
43 Structure Wo (60 Deg) None 60 �
44 Structure Wo (90 Deg) None 60
45 'Structure Wo (120 D... NOne ' �' 60 '
46 Structure Wo (150 D... None � 60
47 ,Structure Wo (180 D... None 60
48 Structure Wo (210 D... None 60 �
! 49 Structure Wo (240 D... None 60 � �
50 Structure Wo (270 D... None 60
51 Structure Wo (300 D... None 60
52 Structure Wo (330 D... None 60 �
53 Structure Wi (0 Deg) None ' 60 �
54 Structure Wi (30 Deg)I None 60
55 Structure Wi (60 Deg) None 60
56 Structure Wi (90 Deg) None 60 �
57 Structure Wi (120 De... None ' ' ' 60 �
5R Structure Wi (150 De i NOfle I 60 i
t re Wi 180 De... 6
0
59 struc u ( None
60 Structure Wi (210 De ; None � i i '� 60 I �
' 61 Structure Wi (240 De... None ' 60 ' �
i 62 ;Structure Wi (270 De ' '� 60 '
None '� � �
63 Structure Wi (300 De... None 60
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT_A_H.r3d] Page 5
Company Paul J. Ford Nov 1,2022
',�'�� Designer : BRS 12:00 PM
Job Number : Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Basic Load Cases (Continued)
BLC Descri tion Cate o X Gravit Y Gravit Z Gravit Joint Point Distributed Area Me... Surfac�.
64 Structure Wi (330 De.. NOne � 60
65 Structure Wm (0 Deg) None ' � ' 60
66 Structure Wm (30 De.. None I �- � 60 -�
67 Structure Wm (60 De... None 60
gg Structure Wm (90 De.. None 60 �
69 Structure Wm (120 D... None 60
70 Structure Wm (150 D..f None j I 60 �
71 Structure Wm (180 D... None 60 '
72 Structure Wm (210 D.., None i I � 60 ' �
73 Structure Wm (240 D... None ' ' 60 �
74 Structure Wm (270 D.. NOne � � 60 �
75 Structure Wm (300 D... None ' 60 �
76 Structure Wm (330 D.. None 60
77 Lm1 None 1
78 Lm2 None 1
79 Lv1 None 1
80 Lv2 None � 1
' 81 ' Antenna Ev ' None ' ' 48 � '
82 Antenna Eh(0 Deg) None 32
� 83 , Antenna Eh(90 Deg) No►le ' ' 32 '
84 Structure Ev ELY -.009
85 Structure Eh(0 Deg) ELZ -.03
86 Structure Eh(90 Deg) ELX .03 �
Load Combinations
- �� T-'� -- �� BLCFac...
1 1.2D Des�v tio0 De Yes Y 5�.� g1C 1a2 39 1a2 B3CF1c 41 F1c..BLCFac..B�CFac..B�CFa�Fac� ac.TT�
� � 1.2D+1.OWo(30 Deg) Yes Y 1 1.2 39 1.2 4 1 42 1
4 1.2D+1.OWo(90 Deg) �eS Y 1 1.2 39'1.2 6 1 44 '
1.2D+1.OWo 60 De IYes Y 39 1 I I I I
� � -
5 1.2D+1.OWo(120 Deg) Yes Y 1 � 1.2 39 1.2 7 1 _'45 1 ' ' '
g 1.2D+1.OWo(150 Deg) Yes�Y 1 1.2 39 1.2 8��46 1 .fi ��.�
7 1.2D+1.OWo(180 Deg) Yes Y 1 1.2 39 1.2 9 ' 1 r47 1 ' r
g1.2D+1.OWo(240 Deg) 'Yes Y �1.2 39 1.2 1�1 I49 1 ��� �I ��
1.2D+1 OWo(270 Deg) Yes Y 1 1,2 39 1.2 12 1 _ 50 1 _ _ �
10_ � ( 9)
� 11 1.2D+1.OWo_ 300 De 'Yes Y _ 1 1.2 39' 1.2 ' 1_3 1 I 51 � 1 ' i I � '
12 I 1.2D+1.OWo(330 Deg) Yes Y 1 1.2 39 1.2 14 1 52 1 �
13 .1.2D+ 1.ODi+ 1.OWi(0..;Yes Y ' 1 1.2 39 1.2 � 2 1 40 1 15 1 53 1
14_ 1•2D+ 1.ODi+1.OWi(3..�Yes Y 1 1.2 39 1.2 2_ 1 40 1 16 1 54 1 _ _
15 _1.2D+ 1.ODi + 1.OWi(6..Yes, Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1
16 1.ZD+ 1.ODi+ 1.OWi(9_.Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 �
�7 1.2D+ 1.ODi+ 1.OWi(1...Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1
' 19 '1.2D+ 1.ODi + 1.OWi(1...'Yes'� �1 1.2 39'1.�2 ' 1 4 1 1''59'r � r��- r
�g 1.2D+1.ODi+1.OWi(1...Yes Y 1 1.2 i 39 1.2 2 1 40 i 1 20 1 58
20 1.2D+ 1.ODi+ 1.OWi(2�..�Yes Y 1 1.2 39 1.2 __2 1 ,40 1 �22 1 ,60 1 � T
�-� � -�-
22 1.2D+1.ODi+1.OWi(2�Yes}Y 1 i 1.2 i 39I1.2 2� 40 1 �23 1 '�61 1 '��
1. (
Y 1 1.2 39_ 1.2 2 1. r4�1_ 24 _ 1 62 1 _-
23 1.2D+ 1.ODi+ 1.OWi(3...Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1
24_1.2D+ 1.ODi+1.OWi(3_..Yes�� 1 1.2_ 39 1.2 2�r40 1 _ 26 _1 64 1 _ _��
25 1.2D+ 1.5Lm1 + 1.OWm..Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1
26 1.2D+1.5Lm1 +1.OWm. Yes1� 1 _1_•�39 1,2 77_ 1.5 281_1 66 ._ 1! � _ -_ =T�
27 1.2D+ 1.5Lm1 + 1.OWm.Yes Y ' 1 ' 1.2 39 1.2 77 1.5 29 1 67 1 ' '
- -
28__ 1.2D+1.5Lm1 +1.OWm. Yes�_ _ 1 1,2�9:1.2y77 1.5_ 30 1 68 _1_ �
_ �_. __ ___. .
29 1.2D+ 1.5Lm1 + 1.oWm.:Yesl Y 1 1.2 39 1.2 77 1.5 31 1 69 1 '-- '
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT A H.r3d] Page 6
Company Paul J. Ford Nov 1,2022
''�'�� Designer : BRS 12:00 PM
Job Number Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Load Combinations (Continued)
Descri tion So..P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac...
30 1.2D+ 1.5Lm1 + 1.OWm. Yes' Y 1 1.2 39�1.2 77 1.5 �32 1 70 1
� 31 '1.2D+ 1.5Lm1 + 1.OWm.,Yes' Y ' 1 ' 1.2 39 1.2 77 1.5 33' 1 71 ' 1 ' ' ' '
32 11.2D+ 1.5Lm1 +1.OWm.,Yes Y 1 1.2 !39'1.2 77!1.5 �341 1 72 1
' 33 1.2D+ 1.5Lm1 + 1.OWm..Yes' Y i 1 ' 1.2 39 1.2 77�1.5 35' 1 73' 1 ' I ! i i '
34 1•2D+ 1.5Lm1 + 1.OWm.'Yes Y ' 1 1.2 '':39�1.2 77 1.5 '36 1 74, 1 ' �
35 ''1.2D+ 1.5Lm1 + 1.OWm..Yes� Y 1 1.2 39'1.2 '77'1.5 ''37'� 1 !75 1 i i ' '�
36 1.2D+ 1.5Lm1 +1.OWm.'Yes� Y ' 1 ;1.2 '39'1.2 '77 1.5 I 38 1 76 1 �
� 37 11.2D+ 1.5Lm2+ 1.OWm..Yes Y 1 1.2 39 1.2 I 78'1.5 '27' 1 65 1 ' i ' �
38 1.2D+ 1.5Lm2+ 1.OWm. Yesi Y ' 1 1.2 �39 1.2 78�1.5 28� 1 �66 1 �
39 1.2D+ 1.5�m2+ 1.OWm..;Yes Y 1 ' 1.2 39 1.2 '78 1.5 ''29 1 67 1 ' ' ; ;
40 1.2D+ 1.5Lm2+ 1.OWm.Yes! Y 1 1.2 �39 1.2 78 1.5 30� 1 �68 1 �
' 41 1.2D+ 1.5�m2+ 1.OWm..Yes Y 1 1.2 39 1.2 78'1.5 31 1 69� 1 ' ' ' ' '
42 1.2D+ 1.5Lm2+ 1.OWm.Yes; Y 1 1.2 39�1.2 78 1.5 32� 1 70 1
43 ,1.2D+ 1.5�m2+ 1.OWm..Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 '
44 1.2D+ 1.5Lm2+ 1.OWm. Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1
45 '1.2D+ 1.5�m2+ 1.Owm.:Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1 �
46 1.2D+1.5Lm2+ 1.OWm. Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1
47 1.2D+ 1.5�m2+ 1.OWm..Yes Y 1 ' 1.2 39 1.2 78 1.5 '37 1 75 1 ' ' '
48 1.2D+ 1.5Lm2+ 1.OWm. Yes; Y 1 1.2 39 1.2 78 1.5 38 1 76 1 �
49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 79'1.5
50 1.2D + 1.5Lv2 Yes Y 1 1.2 i 39 1.2 80 1.5 �
51 1.4D Yes Y 1 1.4 39 1.4
52 1.2D+ 1.OEv+ 1.OEh(0..Yes Y 1 1.2 39 1.2 81 1 � 1 82 1 83 � 1 � �
53 1.2D+ 1.OEv+ 1.OEh(3...Yes Y 1 1.2 39 1.2 81 1 E�Y � 82,.866 83 .5 ELZ.866 ELX .5
54 1.2D+1.OEv+ 1.OEh(6..Yes Y 1 1.2 39 1.2 81 1 � 1 82 .5 83 .866 �Z ,5 L .866 �
55 1.2D+ 1.OEv+ 1.OEh(9...Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 83 1 ELZ ELX �
56 1.2D+ 1.OEv+ 1.OEh(1..Yes Y 1 1.2 39 1.2 81 1 � 1 82 -.5 83 .866 �Z -.5 � .866 �
57 1.2D+ 1.OEv+ 1 AEh(1...Yes Y 1 1.2 39 1.2 81 1 'ELY � 82-.866 83 ,5 ELZ-.866 ELX ,5 ,
58 �,2p+1.OEv+ 1.OEh(1..Yes Y 1 1.2 39 1.2 81 1 � 1 82 -1 83 �Z -1 � �
59 1.2D+ 1.OEv+ 1.OEh(2..,Yes Y 1 1.2 39 1.2 81 1 ELY 1 82-.866 83 -.5 ELZ-.866'ELX -.5 ' ' '
60 1.2D+ 1.OEv+ 1.OEh(2..Yes Y 1 1.2 '39 1.2 81 1 � 1 82' -.5 83 .866 LZ _.5 L .866
61 1.2D+ 1.OEv+ 1.OEh (2..,Yes Y 1 1.2 39 1.2 81 1 'E�� 1 82 83 -1 E�Z E�X -�
g2 1.2D+1.OEv+ 1.OEh(3..Yes Y 1 1.2 39 1.2 81 1 � 1 82 .5 �83 .866 �Z ,5 � .866
63 1.2D+ 1.OEv+ 1.OEh(3..;Yes Y 1 1.2 39 1.2 81 1 'ELY � 82 .866 83 -,5 ELZ.866 ELX� -,5 '
64 0.9D-1.OEv+1.OEh(0..Yes Y 1 .9 39 .9 81 -1 � -1 82 1 83' �Z 1 �
65 -0.9D-1.OEv+ 1.OEh(3...'Yes Y 1 .9 39 .9 '81 -1 'E� -1 82 .866 83 .5 ELZ_866 ELX ,5 '
66 0.9D-1.OEv+ 1.OEh(6...Yes Y 1 .9 39 .9 81 -1 � -1 82 .5 83 �866 �Z ,5 L .866
67 0.9D- 1.OEv+ 1.oEh(9...Yes Y 1 ' .9 '39 .9 81 -1 'EL -1 82 83 1 ELZ' E�X �
gg 0.9D-1.OEv+1.OEh(1...Yes Y 1 .9 39 .9 81 -1 � -1 82 -.5 83 .866 lZ -.5 � .866 �
69
'0.9D-1.OEv+ 1.OEh(1...Yes Y 1 .9 39 .9 81 -1 EL� -1 82'-.866 83 .5 �ELZ-.866ELX' .5 I
70 0.9D-1.OEv+1.OEh(1...Yes Y 1 .9 39 .9 81 -1 � -1 82 -1 83 �Z -1 �
71 0.9D-1.OEv+ 1.OEh(2...Yes Y ' ' 1 .9 39' .9 81 -1 'E� -1 82-.866 83 -.5 ELZ�.866 ELX, -.5
72 0.9D-1.OEv+ 1.OEh(2...Yes' Y 1 .9 39 .9 81 -1 � -1 82 -.5 I 83 .866 �Z -.5 L .866 �
73 0.9D-1.OEv+ 1.OEh(2...'Yes Y 1 .9 39 .9 81 -1 ELY -1 82 83' -1 �ELZ ELX' -1 '
74 0.9D-1 AEv+1.OEh(3...Yes Y 1 .9 39 .9 81 -1 � -1 82 .5 83'�866 LZ' ,5 L .866 -' �
_75 _'0.9D-1.OEv+ 1.OEh(3_..!Yes' Y I 1_ .9 39 9_�81 ' -1 ''E�_�1 82__866183 -.5 ELZI.866 EL -.5 I
Envelope Joint Reactions
-- -
Join_t ___ ___ X�Ib� _ LC__ Y� _ LC Z flbl _ _ LC _ MX�k-ft�_LC M�k-ft�__LC__ MZ jk-ft�LC
1 N283A max 47.656 49 746 759_ 20_ 1867.42� 0___ 75 0 75 0 _ ___. 75 �
IC�_ . �min ' -56.383�4_4T 70.839_ ' 2_ 221.741_�5_� 0 _� 1 �� 1� 0 _�1�
3 N284A max 57.991_ _ 46 803.3 20 -98.637 12 0 75 __ 0 _ _ 75 0 75.
�_4�. ' min!-85.482 �4 T 72.868 � 2 �-1181.452�8_Z 0 __Z_1� 0 ..�. 1 T . 0 . � �
5 N53A max 113.476 10 559.845 20 9.478 2 0 75 0 75 0 75
[6� _ �min -100.506�4 � 125.705 ��2 1-2583.345T 21� 0__! 1 _ 0 �__�_ 0 _� 1_J
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT A H.r3d] Page 7
Company : Paul J. Ford Nov 1,2022
',�'�� Designer BRS 12:00 PM
Job Number Project No. 10173966 Checked By:
Model Name : 223616-VZW MT LOT SectorA H
Envelope Joint Reactions (Continued)
_. Joint_ r X�b] _LC _Y�Ib]_ _7 LC _ Z jlb� LC _ MX jk-ft] LC MY�-ft]�LC M�k-ft�_ LC ,
7 N56 max 804.994 3 58.966 17 1516.968 9 0 75 0 75 0 75
8 min -810.938 9 10.261 9 -1551.764 3 0 1 0 1 0 1
9 N58A max 1698.644 9 115.484 20 2161.761 2 0 75 0 75 0 75
10 min -1859.072 3 i 21.477 65 -2383.201 8 0 1 0 1 0 �
11 N69 max 499.187 9 2330.634 14 2301.016 14 0 75 0 75 0 75
12 min -572.86 39 294.425 8 204.077 8 I 0 1 0 � 1 0 �
13 Totals: max 1557.121 11 4254.269 13 2419.829 1 �
14 min -1557.138 5 1062.377 68 -2419.833 7
Envelope AISC 15th(360-16): LRFD Steel Code Checks
Member _ Shape . Code Check _Loc.,, LC__ �ar Che.._Loc.._Dir LC_ phj*Pn.phi'Pn..�hi*M�hi'M_ .,_. E nc�l
_ _ _- - . _ � _�_� � - - 2. .H2�
2 M2 _ I L3X3X3 _�91 605 2�_ 828 _6 5 z 21 �aso9��.35316 1.3=.759 1 .. _
3 M6__ L3X3X3 _ _ .555 ____ 20 __ .817 21 �35316 1.3T.57� H2 1''
__ . ��20 .811 0 21 �4909�35316 1.32 �2.581_�H2�
� 5 M31 P PE 2 0 � 7��5 - '10.... 19 .350 5.2... 20 6295....32130 1.872 1.872'�...H3-6
7 MP2A PIPE 2.0_�54 _ 5.2... 11 :311 -- 5.8... �9836...3__2130 1.872 1_.872 2..H1-1b
6 MP3A_ PIPE 2.0 510 5.8... 23 290 3.s... 3 9836....'32130 1.872 1_.872 2._N1-1b'
8 MP1A PIPE_2.Q-1- .488 6.3... 20 .285 __ 6.3... 21 j9836....32130 1.872 1.872 3..H�-1b
9 _ M40 PIPE 2 5____ _ .533 __3�2��� 8 .234 _ Z.8:.. 2 �08�9...50715 3.596 3.596 �..H�-1b
C_10__ M11 __ PIPE 2 0_Z .151 �5 .111 � 0� 45 2$$43..32130 1.872 1.872.2. N1-1b
11 M8 PIPE 2.0 _ .132 0 17 .110 _ 0 17 2$$43� �32130 1.872 1.872 ���H1-1b
C 12_ M9 _PIPE 2.0_S .094_ 0 17 .089_- 0 5 2ss43..32130 1.872 1.872]�N�-�b
13 M 10 PI PE_2.0__ .082 3 11 .083 0. 45 28s43...32130 1.872 1_.872_2..,N�-1 b
[ 14 M7 PIPE 2 0_ .194 0 _ 20 .069_ 3 _ 15 2$$43..32130 1.872 1.872_1. H�-tb
16 M4 _ L3X3X6�-279_ .25 2� .061__ 2.�5Ty 17 55853..68364_ 2.307 5.322 2� �H2�
� 17 ' M30 PIPE_.2A _ 061 ' 3 22 _�.0042 0_ 45 28843..32130 1.872� 1.872,1..H1-1b
g ' - I - 5.7... � _ 5.7.. 23�8556 1.114 2.185 1..H2�
I 19 M35A L2.5x2.5x4 '229 5.7...'� 2 038 ;5.7...' 24 �3240..385561 ,1.:.H2-1
�_� �
20 __ M34A .�MC6X15.3 .110 21 .035 26.757 1.N9-1bJ
21 M16 I PL3/8x12 .197 0$' 21 .035 . :688 ? 3 13568.. 145800�39''36.45 1..H1-1b
22._ M17 �L3/8x12. .199_ 0 ._ �� 11.1_39 36.45 __
_
23 M33A ' MC6X15.3 .033 ' 0 20 .027_ I!4_3� 15 ,12493.. 145476 8,658 I 26.757 1..H1-1b
24 M41 I L2.5x2.5x4 .299 3�2��� 15 .027 7�41 v 20 7899����38556 1.114 2.026 ���•H2-1
26_ M32A MC6X15.3 --031 T 0 �0 .018 �3��y 47 �2as3..�$sa�s�g.658 26 757 1.:.H2-1
25_ M42 _ ___ L2.5x2.5x4 .351 3�7��� 20 021 741 20 7899 �� T_
_ - 1. H1-1b
27 _ M155A PL3/8x6 :691 __ 0 20 .018 5 Z 2� 620�4..729� 9�1�� 1b
28 M156._ PL3/8x6 693 0 20 018_ �72900 57 9.113 �..H1-1b
30 M94 _l SR 0.625 .305 �9��� 23 .006 3 Z_ 15 1�0 54 99 0.� 1104 1 04 1. H1-1. ,
9__ _
1.N1-1a
RISA-3D Version 17.0.3 [G:\...\...\...\...\...\RISA\223616-VZW_MT_LOT_A_H.r3d] Page 8
`.,`�: Client Venzon Wireless Date�. 11/V2022
r v
Site Name� NELSON LAKE
S1�1ART Tool" Ps�c�: zzssis
`�ej�(Ip�' Fuze ID k: 16945969 Page: 1
Version 1.0
I. Mount-to-Tower Connection Check
Custom Orien[ation Required No
Tower Connec[ion Bol[Checks Yes
ix
�.
Bolt Orientation Varaliel
Bolt Quantity per Reaction: 2(Vertiwl) O
d,(in)(Delm X of ryp.bolt mnfig.sketchJ: 6
d�(in)(Delta Y of typ.bol[config.sketchJ: 2.5
BoltType: A36 „ o
Bolt Diameter(in): 0.5
Required Tensile Strength/bolt(kips): 0.0
Required Shear Strength/bolt(kips): l,z O
Tensile Capacity/bolt(kips): 6.4 �
Shear Capacity/bolt(kips): 3�$
Bolt Overall Utilization: 303%
Tower Connection Basep/ate Checks No
Client Verizon Wireless Date: 11/1/2022
Site Name: NELSON LAKE
PSLC#: 223616
FuzelD#: 16945969 Page: 2
Version 1.0
Tower Connection Weld Checks No
�S�,E ASCE 7 Hazards Report
':n.,iF� if!c�E^��c :V�.LFtiGI�tER-;
Address: Standard: ASCE/SEI 7-16 Elev8ti011: 1318.19 ft (NAVD 88)
No Address at This Risk Category: �i Latitude: 46.0835
Location SOII CIaSS: D - Default (see Longitude: -g1.513306
Section 11.4.3)
� �
,:,
� .
Wind
Results:
Wind Speed 107 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: Thu Oct 13 2022
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
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.
https:'lasce7hazardtooLo�line; Page 1 of 3 Thu Oct 13 2022
�SCE
�MF� ti;c�G,, r vi_�-�,�iti�E��
Seismic
Site Soil Class: D - Default (see Section 11.4.3)
Results:
SS : 0.041 So, : 0.028
S, : 0.017 T� : 4
Fa : 1.6 PGA : 0.019
F„ : 2.4 PGA M : 0.03
SMS : 0.065 FPCA : 1.6
SM, : 0.042 le : 1
Sps � 0.044 C� : 0.7
Seismic Design Category A
MCER Response Spectrum _ Design Response Spectrum
i#:. .
��:x;
t!;,� � ��0 � �r
{r;;' �
� fj il;5 � &
C1��F �" �'
� ��'�� � �
a�a � ��,,�
� •
u;�; r , r���a
s �n�; �
�J J�
u01 � � �
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Data Accessed: Thu Oct 13 2022
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS.
nttps`r'asce7hazardtoof.online� Page 2 of 3 Thu Oct 13 2022
�SCE
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I ce
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: Thu Oct 13 2022
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 inmrporated 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 Ihird-party Iinks provided by this Tool should not be construed as an endorsement,
affiliation,relationship,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 field(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 offcers,directors,
employees,members,affliates,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 all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
https�Yasce7nazardtool.onll�e Page 3 of 3 Thu Oct 13 2022
Totagalic
VJ!Id!ifc Aiea
Nelson Lake
VICINITY MAP
COMPLIANCE CODE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
THESE CODES.
1. INTERNATIONAL BUILDING CODE (IBC)
2. NATIONAL ELECTRIC CODE (NEC)
3. LOCAL BUILDING CODE
4. CITY/COUNTY ORDINANCES
UTILITY COMPANIES
POWER COMPANY: XCEL ENERGY
PHONE: (800) 895-1999
TELEPHONE COMPANY: CENTURY TEL
PHONE: (800) 201-4102
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57
AMERICAN TOWER°
ATC SITE NAME: HARD ROCK WI
ATC SITE NUMBER: 311256
VERIZON SITE NAME: NELSON LAKE
VERIZON SITE NUMBER: 223616
VERIZON FUZE PID: 16945969
SITE ADDRESS: 12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
VERIZON AMENDMENT DRAWINGS
PROJECT SUMMARY
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE: 46.08348056
LONGITUDE:-91.513325
GROUND ELEVATION: 1322' AMSL
PROJECT TEAM
TOWER OWNER:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
ENGINEER:
ATC TOWER SERVICES, LLC
3500 REGENCY PKWY STE 100
CARY, NC 27518
PROPERTY OWNER:
TREVOR J WHYTE
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
APPLICANT:
VERIZON WIRELESS
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (9) ANTENNA(s), (3) TTA(s), AND (12) 1 5/8" COAX CABLE(s)
INSTALL MOUNT MODIFICATIONS, (12) ANTENNA(s), (9) RRH(s),
(3) OVP(s), AND (3) 1.55" HYBRID CABLE(s)
GROUND WORK:
REMOVE (6) RRU(s)
INSTALL (9) UPCONVERTER(s), (1) ALARM(s), AND (2) OVP(s)
PROJECT NOTES
1. THE FACILITY IS UNMANNED.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN
EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
CHANGE UNDER CFR § 1.61000 (13)(7).
PROJECT LOCATION DIRECTIONS
FROM NORTHBOUND 1-35W IN MPLS 55408, 1-35W BECOMES 1-35 N.
TAKE THE MN-70 EXIT TOWARD ROCK CREEK/GRANTSBURG. TURN
RIGHT ONTO MN-70. MN-70 BECOMES WI-70. AT SIREN, WI TURN
LEFT ONTO 2ND AVE/WI-35/WI-70. TURN RIGHT TO STAY ON WI-70.
AT SPOONER. WI TURN LEFT ONTO US-63/N RIVER ST. AT
HAYWARD, WI TURN LEFT ONTO US-77/WI-27. TURN RIGHT ONTO
WI-27. LOOK FOR ACCESS ROAD ON RIGHT EAST SIDE OF WI-27,
WITH TOWER PEEKING OVER TREES
SHEET
NO:
G-001
G-002
C-101
C-102
C-201
C-401
C501
E-501
R-601
R-602
SHEETINDEX
DESCRIPTION:
TITLE SHEET
GENERALNOTES
DETAILED SITE PLAN
DETAILED SHELTER PLAN
TOWER ELEVATION
ANTENNA INFORMATION & SCHEDULE
CONSTRUCTION DETAILS
GROUNDING DETAILS
SUPPLEMENTAL
SUPPLEMENTAL
REV:
DATE:
BY:
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/113/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
AMA
OWER°
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 G'p_N,$ RUC710�_ AP 12/13/22
n
0
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
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Authorized by "EOR"
13 Dec 2022 08:48:12 r
verizonv
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
TITLE SHEET
SHEET NUMBER: REVISION:
G-001 0
�i
(
GENERAL CONSTRUCTION NOTES:
1. OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
BUILD/CO-LOCATE ONLY)
B, AC/TELCO INTERFACE BOX (PPC)
C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS, MONOPOLES
E. TOWER LIGHTING
F. GENERATORS 8 LIQUID PROPANE TANK
G_ ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
H. ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L. TRANSMISSION LINE GROUND KITS
M. HANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
2.
22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR_ ALL REQUIRED
PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE
CONTRACTOR
23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON
SPECIFICATIONS AND REQUIREMENTS
24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS
SHOWN IN THESE PLANS.
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT,
27. CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL.
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING, REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS, CABLE TRAYS, NONSTANDARD ANTENNA FRAMES AND
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29.
THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS.
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSI/EiNTIA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS
4, CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
51 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER.
7, DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED,
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,
ANCHOR BOLTS, ETC.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXES/SLOPING, BARRIERS, ETC.
THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS
WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS
EXPENSE TO THE OWNER'S SATISFACTION.
30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP
SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP, ANY WORK FOUND BY
THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
OBTAINED.
31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED,
32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE VERIZON WAREHOUSE,
NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.
33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
VERIZON OR THEIR ARCHITECT/ENGINEER.
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS SPECIAL CONSTRUCTION
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK, ANTENNA INSTALLATION NOTES:
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON 1. WORK INCLUDED:
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING.
13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE VERIZON CONSTRUCTION MANAGER.
15, ALL CABLEICONDUIT ENTRYIEXIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION USING A SILICONE SEALANT,
16, WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD
IMMEDIATELY_
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
18, CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY,
20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION (ATC)
WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL
ALL ITEMS PROVIDED.
A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A
SEPARATE CONTRACT, THE CONTRACTOR SHALL ASSIST ANTENNA
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
PERSONNEL
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE.
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING
ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY
DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER,
SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING
RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED
10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE
AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.
F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL
CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S
REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF
ENTRY PORT LOCATION UNLESS OTHERWISE STATED
G- ANTENNA AND COAXIAL CABLE GROUNDING:
2: ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR
EQUAL.
3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
COAXIAL CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AM ERICATI 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 AP 171.132
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
Wo
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Authorized by "EOR"
13 Dec 2022 08:48:12 CO
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venzon .
ATC JOB NO:
14178981 D1
CUSTOMER ID:
NELSON LAKE
CUSTOMER #: 223616
GENERALNOTES
SHEET NUMBER:
REVISION:
G-002
0
SITE PLAN NOTES:
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT
KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE
TIME OF THIS DESIGN. THE CONTRACTOR SHALL
VISIT THE SITE PRIOR TO CONSTRUCTION AND
VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT.
2, ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM THE EXACT
LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS
OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET
THE ATC SPECIFICATIONS.
3. 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 RECEPTACAL
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 LENGTH:
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 310'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAID
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).
v ---
C; 47VEL
SURFACE
X
8' X 8'
PLATFORM
G
/B
LATTICE
TOWER
EXISTING
(12) 1 5/8" COAX CABLES
(TO BE REMOVED)
PROPOSED (3) 1.55" HYBRID CABLE(s)
(ROUTED PER PROPOSED CABLE LENGTH NOTE 2)
(REFER TO PROPOSED CABLE LENGTH NOTE ON
111 I T THIS PAGE)
{ LC
X
X
I DETAILED SITE PLAN
GRAPHIC SCALE
20 0 10 20
( IN FEET)
1 UNIT = 20 FEET
II
?3V
L-
----�
1
x
};
EXISTING VERIZON
1 1 ' X 26' SHELTER WITHIN A
20' X 40' GROUND SPACE
Ak
AMNMCM T0VVE R•
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 C0148M CT10� AP 12113I2
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
MUSTAPHA
RAHA
E-48683
CARY
=o
ONA\` \\\
,f J1111111110
Authorized by "EOR"
13 Dec 2022 08:48:12
verizonv
E
JOBNO: 14178981Dl
TOMER ID: NELSON LAKE
CUSTOMER #: 223616
DETAILED SITE PLAN
SHEET NUMBER: REVISION:
C-101 0
i
Ii
� I
EXISTING
(12) 1 5l8" COAX CABLES
(TO BE REMOVED)
PROPOSED (3) 1.55" HYBRID CABLE(s)
1 PROPOSED GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE
0 2.5 pl
( IN FEET) �V
1 UNIT = 5 FEET
EXISTING VERIZON WIRELESS
(6) RUL01 B13 RRU
TO BE REMOVED
PROPOSED VERIZON WIRELESS
(1) PB-1 9-SYS-1 6-BB UPCONVERTER(s),
(6) PB-PSU-162-BB UPCONVERTER(s),
(2) PB-PSU-COV-BB UPCONVERTER(s),
(1) 2260-ALM-RS485 ALARM(s),
(1) RVZDC-2260-RM-48 OVP(s), AND
(1) RVZDC-4520-RM-48 OVP(s)
(TO BE INSTALLED)
7NG VERIZON
26' SHELTER WITHIN A
20' X 40' GROUND SPACE
AL
ALMEMCAN T+DWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46"112
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
00 FOR GO�(STRUCTJON AP IV13 2
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL
"V
MUSTAPHA � r
� TA
E-48683
�o CARY W
�11/J111111110
Authorized by "EOR"
13 Dec 2022 08:48:13 CO
■
verizon*/-
JOB N0:
14178981Dl
CUSTOMER ID:
[ACTC
NELSON LAKE
1
USTOMER #:
223616
DETAILED SHELTER
PLAN
SHEET NUMBER:
REVISION:
C-102
0
TOP OF EXISTING
HIGHEST APPURTENANCE
ELEV 259.89'
/OP Uh LXISIING I(
ELEV
E
1 2 PROPO:
�0 p EQL
MOUNT MO
PROPOSED VERIZON jk
RAID CENTER @ 243'. 245'. 247' IMF
EWSTING CARRIER ANTENNA5
RAL) CENTER O ELEV 23.1.41
EXISTING TOWER
TOWER ELEVATION
SCALE: N.T.S.
— 01STN6 TOP
UF' aA5F P TF
PER MOUNT ANALYSIS COMPLETED BY VERIZON,
DATED 1 V02/22, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT MODIFICATION
DETAILED 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 COAX PORT
3
LENGTH FROM SHELTER SURGE
26 t
PROTECTOR TO ENTRY PORT
LENGTH FROM ENTRY PANEL TO TOWER
20
LENGTH FROM T.O.C. TO TOWER SURGE
264 t
PROTECTOR CIL
TOTAL HYBRID CABLE LENGTH
310 t
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. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. 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.
J&
AMEMCAN TQWER•
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
o F I C , N67RUCTION AP 12A122.
A
A
I
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
MUSTAPHA
.,.A
rt'nn
Y E-486I
CARY W
0
UIIIIIIIINI
Authorized by "EOR"
13 Dec 2022 08:48:13 CO
verizonill
ATC JOB NO:
14178981 D1
CUSTOMER ID:
NELSON LAKE
CUSTOMER #:
223616
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
0
LOCATION
SECTOR I RAD AZ POS
Al
ALPHA 1 246" 1350'
A3
Bl
BETA 246] 100' B2
GAMMA 1 246' 1 200'
EXISTING TOWER
00
/t
Q
EXISTING ANTENNA (TYP,)
(REFER TO CHART FOR
DETAILED INFORMATION)
AZ= 100•
BETA
r EXISTING TTA (TYP.)
fj (REFER TO CHART FOR
DETAILED INFORMATION)
- AZ
.{..: 100
B2 BETA
AZ,= 100•
BE7q
00
Q �
EXISTING ANTENNA PLAN N
SCALE: N T S
EXISTING ANTENNA SCHEDULE
ANTENNA SUMMARY
ANTENNA
BAND
MECH/ELECD-TILT
STATUS
WPA-70063/8CF
7001850
3.10,
RMV
CWWX06JX25XOO
-
-
RMV
WPA-70063/8CF
7001850
310'
RMV
WPA-7006318CF
7001850
3%0'
RMV
CWWXnf3.3X2.9Xnn
-
-
RMV
o
Al
4 PROPOSED OVP BOX
C (REFER TO CHART FOR
DETAILED INFORMATION)
EXISTING TOWER —
PROPOSED MOUNT MODIFICATIONS /
(REFER TO SHEETS AT THE END OF
THIS PLAN SET)
Cl
PER MOUNT ANALYSIS COMPLETED BY VERIZON,
DATED 11/02/22, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING" THE MOUNT MODIFICATION
DETAILED AT THE END OF THIS PLAN SET, MUST
BE INSTALLED PRIOR TO THE INSTALLATION OF
THE PROPOSED ANTENNAS AND OTHER
EQUIPMENT.
PROPOSED RRU (TYP.) 3
(REFER TO CHART FOR DETAILED INFORMATION) C
AZ'= 100°
B1 BETA
PROPOSED ANTENNA (TYP.)
(REFER TO CHART FOR G 5i
DETAILED INFORMATION)
AZ= 100°
+ B2 BETA
PROPOSED ANTENNA (TYP.) 2
B3 (REFER TO CHART FOR C-50
DETAILED INFORMATION)
AZ = 100.
BETA
2 FINAL ANTENNA PLAN A
SCALE: N Ts.
NOTES
FINAL ANTENNA SCHEDULE
NON ANTENNA SUMMARY
ADDITIONAL TOWER
STATUS
NON ANTENNA SUMMARY
1. CONFIRM WITH VERIZON REP
FOR APPLICABLE
LOCATION
ANTENNA
SUMMARY
ADDITIONAL TOWER
SECTOR
RAD
AZ
POS
ANTENNA
BAND
MECH/ELEC
STATUS
MOUNTED EQUIPMENT
STATUS
UPDATESIREVIS IONS AND
D-TILT
MOUNTED EQUIPMENT
MOST RECENT RFDS FOR NSN
CONFIGURATION (CONFIG). GC
RADIO 4449 - B13&B5 ADD
Al
NHH 65C-R2B
AWS3/700/850/1900/
0°/ 0°
ADD
TO CAP ALL UNUSED PORTS.
2. CONFIRM SPACING OF
245
2100
8843 REV 2 ADD
BWC-TTMA-70OC-VG
RMV
NHH 65C-R2B
AWS3/700/850/1900/
00/ 0°
ADD
8843 REV 2
ADD
PROPOSED EQUIP DOES NOT
CAUSE TOWER CONFLICTS
ALPHA
350°
2100
_
AIR 6449 B77D/ C-BAND
NOR IMPEDE TOWER CLIMBING
PEGS.
247'
243'
A3
RADIO 4408 W/
NL-SUB6
CBRS 3 5
O° / 6°
0118,
ADD
ADD
RWC-TTMA-70OC-VG RMV
B3
WPA-7006318CF
7001850
3%0'
RMV
-
-
Cl
WPA-7006318CF
7001850
310'
RMV
-
-
C2
CWWX063X25X00
-
-
RMV
BWC-TTMA-70OC-VG
RMV
C3 I WPA-7006318CF
7001850 1 3%0' 1 RMV
STATUS ABBREVIATIONS
RMV: TO BE REMOVED
RMN: TO REMAIN
REL: TO BE RELOCATED
ADD: TO BE ADDED
BETA
CABLE LENGTHS FOR JUMPERS GAMMA
JUNCTION BOX TO RRU: 15'
RRU TO ANTENNA: 10'
EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY
MODELNUMBER STATUS CABLE QTY, SIZE, TYPE STATUS EQUIPMENT SCHEDULES
- (12) 1 518" COAX RMV
INETGRATED PANEL
AWS3/700/850/1900/
RADIO 4449 - B13&B5
ADD
B1
NHH-65C-R2B
2100
0° / 0°
ADD
8843 REV 2
ADD
245'
B2
NHH-65C-R2B
AWS3/720/650/1900/
01/ 0°
ADD
8843 REV 2
ADD
100°
10
24T
AIR 6449 B77D/ C-BAND
NLSUB6
0° / 6°
ADD
243
B3
RADIO 4408 W/
CBRS 3 5
01/ 8°
ADD
_
INETGRATED PANEL
AWS3/700/850/1900/
0° 101
ADD
RADIO 4449 - B13&B5
ADD
Cl
NHH-65C-R2B
2100
8843 REV 2
ADD
245'
C2
NHH-65C-R2B
AWS3/721/OB050/1900/
0° / 0°
ADD
8843 REV 2
ADD
200°
20
AIR 6449 B77D/ C-BAND
NLSUB6
0° / 6°
ADD
243'
C3
RADIO 4408 W/
CBRS 3 5
0° / 0°
ADD
_
INETGRATED PANEL
FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER:::T STATUS CABLE QTY, SIZE, TYPE STATUS
(3) RVZDC-3315-PF-48 ADD (3)1.55" HYBRID ADD
AL
AMlE MCAN T0WrmR•
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
Oo_ggS CONSTRUCTiON__ _ AP _ip-tkin
0 -
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
•••`''15COINS�•,,
MUSTAPHA'
RAHA
E-48683
CARY W
t �
/111111111111
Authorized by "EOR"
13 Dec 2022 08:48:13
verizonil
ATC JOB NO: 1 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER: REVISION:
C-401 0
PROPOSED ANTENNA
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
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)
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
3 PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE: N-T.S.
c
PROPOSED ANTENNA
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
EXISTING MOUNTING PIPE
PROPOSED OVP
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
4 PROPOSED OVP MOUNTING
SCALE: N T S.
AL
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
A FOR CONSTRUCTION AP 12 3r1
�A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
ol C 0 N5 �'' •,.
MUSTAPHA r•
RAHA
E-48683
�o CARY W
441
ill/l111111111010
Authorized by "EOR"
13 Dec 2022 08:48:14
' venzonv
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 1 223616
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION;
C-501 0
EXISTING
ANTENNAS
TO EXISTING
ANTENNA MASTS
EXISTING COAX
GROUND KITS
PROPOSED #6 AWG
STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED RRU
GROUND LUG (TYP.)
PROPOSED #6
STRANDEDD CU CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED OVP BOX
GROUNDING
CONNECTION TO
EXISTING TMAs
EXISTING GROUNDING
CONNECTION TO
LIGHTNING
PROTECTION SYSTEM
,
PROPOSED ANTENNA
PROPOSED JUMPER
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED WEATHERPROOFING KIT
PROPOSED CABLE f 2
GROUND KIT 501
ANTENNA CABLE TO
CABINET (TYP.)
#6 AWG STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
GROUND BAR MOUNTED 3
NEAR/BELOW ANTENNA
(TO BE INSTALLED IF -5D1
REQUIRED)
NOTES:
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH 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
SCALE: 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
1
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
3/8" X 1-112" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE)
i
/ 1l4" X 4" X 6" GROUND BAR
(ERICO P/N: 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.
AMEMCANTC)WER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46MI12
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 o CONSTRUCmL__ AP 12113[22
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
`�''����,►� � u I I I u l nrrr�
c 0
MUSTAPHA
RAHA
E-48683
CARP W
.n
0111111111100
Authorized by "EOR"
13 Dec 2022 08:48:14
■
verapon'&I
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
GROUNDING DETAILS
SHEET NUMBER: REVISION
E-501 1 0
Added
700 B60 19D0 AWS AWS3 COBS LSubS Make I%"
LTE LTE LTE LTE LTE COgIMSCOPE NHH-86C4M11
LTE ERICSSON KFIEWS:181/1
60 Erknum AIRS"ll
Aemored
700 aao 1900 AWS AWS3 CBRS LSubb Make
LIFE CDYIA ANTEI-
LTE
AMPHENGL
Aerslned
700 860 190D AWS AWS3 COBS L-Srb6 Make
Antenna Summary
Centerline
Tip Helga t
Azimuth
BET
4xRs
Inat Type
Ouantlly Item ID
35111101)
245
249
100(02)
(118e
gales
PHYSICAL
8 NNH-65C4112111
209(03)
350(19)
243
243.3
100(20)
false
labe
PHYSICAL
3
200(21)
asn[o(1n+)
247
2482
10010"
tale
lose
PHYSICAL
3
20010000
Cemwigne Tlp HeWn Azimuth
360101)
WPA-70nAj,flcF-EDIN 245 248A 100102)
2BDg(33)
35D(Of)
CWVIXOBGX25000 245 249 100(02)
2011)1631
Model Cwterlh+e Tip Helbltt Azimuth
Addis h 12
aems.ed: 9
Equipment Summary
Added
Equipment Type
Location
700
Sao 19M AWS AWS3
CBRS L-SubS Make
Model
Q:OM61g;C[1PL�-
Hybrid Cable
Tomes
IIFTROG-P L`I V.�:12RU
001
RRu
To for
LTE Ericson
4409948DO
RRU
Tomes
LTE
LTE
Ericson
4440
RRu
T01rar
LTE LTE LTE
Hrlrs
wM
RRU
Tomes
60 Erlcsm
AIf6449
Alarm
Tana
RAYCAPINC-001
3315-ALM4%S485
OW Boa
Taws
RAVCAPINC-001
RVZDC-tm4w48
UpcWmerter,
Shelter
.MAANMELESS
PB•19.9YS•18•B8
upmwwto
Shelter
JMA WIRELM
P040J-1624N1
upeamsrbe
Shelter
JMA WIRELESS
P94SILCOV-I9
Alarm
wwtw
RAYCAPINC401
P2 Gtl •'+I fro-R3�86
OVP Box
Shellar
RAVCAPINC-001
RVZDC-225041Mae
OVP no.
ShoRw
RAYOUINC-001
RVZi7G4152fl•FIM•41I
Aemmmd
Equipment Type
Location
700
850 19D0 AWS AWS3
CUBS L-Sub6 Make
Model
Coaxal Cablex
Tome
ANDREW
LOFT-50A
TMA
Tomar
WESTELL
A90-TTMAV•700C
RRU
Sheller
LTE
Ericson
HULD1 B13
Retained
Equipment Type
Locallon
700
850 1900 AWS AW33
CBRS L-Snm6 Make
AST 4xRA InsLType Quantity Item ID
fahe fake PHYSICAL e
false labs PHYSICAL 3
REY 4xPou Inst Type Quantty Item ID
Cable Length Cable Size k1=0 Type Quantity
Hen 1D
HFr1206-24SV4-
1•t/T PHYSICAL 3
92OG
PHYSICAL 3
iSRc+u1T.rGjI
PHYSICAL 3
KRC1Rt7s9)+
PHYSICAL B
KRCm1707/2
PHYSICAL 3
PHYSICAL 3
3318 ABM-R1S465
RVZOC•3315-PF-
PHYSICAL 3
48
PHYSICAL 1
P0.1�.!iY`116438
PHYSICAL a
Pk-�yv-It37-en
PHYSICAL 2
PB4PSu-0OV418
PHYSICAL i
2256ALM.RS485
RVZDC�8047M-
PHYSICAL 1
48
RVZOC-4520-R1F
PHYSICAL 1
48
Cable Length Cable Size Imetaa TYPO tuardltli Item ID
1 S/B" PHYSICAL 12
PHYSICAL 3
PHYSICAL 6
CableLength Cable Size InstaIlType Quantity Item ID
0 RFDS EQUIPMENT SUMMARY
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'. REVISICN.
R-601 0
HEX
to Bad Hi Bad
1 3 2 13 14 5 5
7001
800
A1B 1C
4449
Log
HEX
to rind 0 Band
I
r r M
A B C D E F G H
v.< use 8843 a
AWS1
AWS3
PCs
Tower (Sector Designs
Shelter
vM1
m
4408
u
CBRS
Air Ant
5 with flip -Oft
AWS 1 enna will be
AW53 mounted on same a
or position
� RFDS PLUMBING DIAGRAM
L-Sub6
Alpha, Beta, Gamma
tPsynds,
RET do signal capable Puri
Coax
Coax Jumper _ colorized
according to band
F;ber
Fiprr Jumper
Hates:
- Antenna View iSROm the track of the antennas
- Colors of connection are just for clarification
-'Fallow RETcabling standard for non -Smart aids-T Ants
- Non -Its= path elements like OVPJHTTA Box and Hybrid tables not shovin
Sire of objects in drawing doesn't reflect 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
VERIZON CM TO ENSURE THIS IS THE MOST
RECENT VERSION OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-602 0
VERIZON MOUNT
M
C, Copyright 2022, by Paul ,L Ford and Company,
All Rights Reserved.
This document and
the data contained herein, is proprietary
to Paul J. Ford and Company, issued in
strict confidence and
shall not, without the
prior written permission of Paul J. Ford
and Company, be reproduced, copied or
used for any purpose
other than the
intended use for [his specificprojecl
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