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I A Eng.Number 13633793_C9_05 Eng.Number 13633793 C9_05 Eng.Number 1361une 22C20o1
<br /> tune 22,2021 torte 22,2021 j
<br /> �rominer ter..C.PtTowmx, Pagel i „MANMCA 11O1Oe• Page 2 AMERICAN TOWERS
<br /> • Ai.--:-•.. TabkofCgments Introduction I AppliationLoading ATC TOWER SERVICES,LLC
<br /> AMERICAN TOWER' The purpose or this report is to summarize results of the mourn aulysis performed for Oeanvire Corporation Mourn Eeugmmt 3500 REGENCY PARKWAY
<br /> :.0 a v•i a a-,c n Introduction......................._......_._._._.-_.........__...._.._._._._....._.......__.._..._._.._.,__._..1 at 118ft. Centerline Centerline Qty EgWpme^t ManWee..6 Model SUITE 100
<br /> (f11 ' lru CARY,NC 27518
<br /> Supporting Documents .1 supporting Documents comm:<oM FNV45C4D-n PHONE:(919)468.0112
<br /> Post Modification Mount Analysis Report __ _.____- __ Nokia AENCToSnk AMA 64T6M 192AE M1240W
<br /> ! Mount Mapping tTSProlecta21091628,datedMry33,2021 ranar8enpWNEUWxnbarfaedl2eauperdantcanneoi COA:3408
<br /> Analysis..___......_.•_.. ...._._-._._•...__.........._.__...._.._......_..•.__...-.._..._......_........._..I 1
<br /> ATC Site Name SOUTH EVERETT,WA I Radio Frequency Data Shot MOSIO asE01448A,dated February 17,2021612/71 Nokia Made Dual okiaN 1G--I10W AxtDA
<br /> Alt Site Number : 83067 Conduian._.._...._.........._......__.__.___.._.._._._..._..__. Reference PinniesSite photos from 2021 ilea 12MO --
<br /> I Analvsia Andrea Microwaves vxln-U THESE DRAWINGS ANDIOR THE ACCOMPANYING SPECIFICATION
<br /> Engineering Number 13633793 C9 OS Application Loafing-,_„ ,_ ,• 2 AnaewWIU.T.3 AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
<br /> Mount Elevation : 11S ft This moult was analyzed using American Tower Corporation's Mart:ArwNsb Program and NSA-3D _ a.ganwwN hwNpn gvantwn OF AMERICAN TOWER.THEIR USE AND PUBLICATION SHALL BE
<br /> --- RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
<br /> sagt5._....._...._.._. 60 60 algto,ola Omen r:min92000
<br /> Carrier Ckarwire Corporation Rule Wind Sped: mph l3�Secod Gun) PREPARED.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
<br /> Mutant Layout...._............._.__.......-_.._._...._..._. &Mk WMSped w/lea_ 130 reph(3.5econd oust)w/1•radial lee comment 1 RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
<br /> Carrier Site Name : SE01448A ...-.....-,.-..---.-..-.._.._.._._.._.......___.._...3 Code: 1-AN51/Eu-222-11/2018 1BC i Structure Usaao-Mta5ect4x
<br /> Carrier Site Number _ STRICTLYAN THE PROPERTY
<br /> OF TITLE EO ICANE DOCUMENTS SHALL
<br /> SE01448A Equipment Layout............_............_._.... Ory1 0 ---- Controlling '---- REMAIN PROPERTY OF AMERICAN TOWER WHETHER OR NOT
<br /> .........__........_............_.......__..__...._._._.__............_..._.__.....4 exposoraCatagMd[CetMaY: 0 Structural Compgnem Usage Pass/Fall
<br /> _ THE PROJECT IS EXECUTED.NEITHER THE ARCHITECT NOR THE
<br /> Site Location : 709 805t 5W Standard Conditions._ ..........__..._____._._...__._.W..,._... Topographic Foet6eraa P1Nc Method2 HorizontalsR s pass ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
<br /> ._..._._........__.__.__.........__..._._....5 94wxa: Hat Tleflactt 3% Pus OF THIS PROJECT.CONTRACTOR(S)MUST VERIFY ALL
<br /> EVERETT,WA 9820}6274 CsbtFkyht INj: O h - DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
<br /> I GIculMkns__.._.__.__..._...__....._ .__......__....._._._....__.�_._.._.._._.........._Attached -- erne Pipes 73%A Pus
<br /> 47.92593056,-12124291111 Crest length ltk OR Llvireabglty WA Pass DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS
<br /> Sperlinggesporlaer So-1.365,S1 a0.484 SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
<br /> County : Snohomish SNP Malt 0-Stiff Soil TOWER.
<br /> Date : lune 22,2021 1Ube Wads: tan•SOO lbs,Lv-250 ibs 5anarture thous-Gamma Sado,
<br /> Max Usage : 73% tRI IB ______ Controlling REV. DESCRIPTION BY DATE
<br /> structural Component Pass/Fall
<br /> Resuft Contingent Pass Based on theanaNsisresuxs,theamennamountmeetstherequiremem000rtbeappliablecodeilm usage
<br /> ed Monsanux 398 Pass L.____FIRSTISSUE -_COM 06/23/21
<br /> above provided the modifications listed below are completed:
<br /> • 7k3aNs 69i Pass A
<br /> Prepared By' Reviewed By: • Install modification per ATC Drawing at3633793 C9-OS Mont Pipes 33% _ Pass -_- • -
<br /> Mitchell Chen ServbubaNy WA Pau /�
<br /> Structural Engineer 1 If you have any questions or require additional information,please contact American Tower via email at - 0• -- -
<br /> Engineering@americantower.com.Please include the American Tower site name,site number,and
<br /> f , -t° engineering number in the super line for any questions. --- --. _. -
<br /> I
<br /> I ATC SITE NUMBER:
<br /> COk.3408
<br /> 83067
<br /> m U..Stmt.ue m«...... a« .,w 41411.120k4 51444141.44 ,. m.. w 114 wise. _. xp C41.44,new 11.44.1111 Mx 1$1.4014414,44 . ,.a4 !{ ,st...sew ar 15001,444,14.44.144141. or,.w„m.,m.w,«3,� .FF,.:,Fa......44,.... • rr c „ .., _ 1 a,lmn, mere. 14.4.11.....4.1M
<br /> ! ATC SITE NAME:
<br /> SOUTH EVERETT
<br /> WASHINGTON
<br /> SITE ADDRESS:
<br /> 709 BOST SW
<br /> EVERETT,WA 98203
<br /> f ng.Number 13fi33793 C9 05 ® Eng.Number 13633]93 C9_OS Eng.Number 13633793 CS_Os • sae MN*: 83067
<br /> Atune 22,2021 �® tune 22,2021 lune 22,2021 Project maroon 13633193<9 as
<br /> Aeaew,cwaarowaw• Page 3 ,4rrsaaain w, Page aaa41��uTGWU.' Pages Cartel rAww:ee.vpweiEn 1 Expires: 12/02/2021
<br /> ., want Elevarlm: 1up-arle
<br /> .... wlroucwuTowm•
<br /> Mount Layout-Beta Sector Equipment Layout-beta Sector ••'"' 9' pia` 3/2273oes I
<br /> Standard Condition - ..
<br /> Mount Pone Mount pool All engineering services performed by ATC Tower Services,LLC are prepared on the basis that the Mount Analysis Force Calculations E1. 1+A
<br /> information used is current and correct.This information may consist of,but D not limited to the - i�j
<br /> following: Q�F WASH/A,� !�
<br /> -- • ' • Information supplied by the client regarding equipment,mounts and feed line leading Veb,hYPresw,eCOMRNm a, ]02 S0in in m255teP '�^ � ~�O GTO
<br /> [[[[���� Tapeetaphi Facto• ,,. 140 1 Sett.DSMP ,,, 0910 ` j/�A�),(� A
<br /> •
<br /> pe0.upixt« R 40 M onarceiMa a IA M � "r. (�
<br /> • -. • Information from drawings,design and analysis documents,and field notes In Me possession of 'V F. n
<br /> _ . •
<br /> • (, ATE Tower Services,LLC -dma a ono Pe,ponae mann,eadon Coefficient 3A \
<br /> • G. ^6 ,1xt« 4 0.96 Se'smc8e,wnse'.oelesN,n 4 Doss ampunc I A
<br /> It is the responsibility of the client to ensure that the Information provided to ATC Tower Services,LLC WineP eleatcnry ratter r, Ott x on Fader a l.06 1
<br /> and used in the performance of engineering
<br /> our engneerng services i ces s correct and complete
<br /> . a,se wend Spero V 9E ^+v Iona Wept 6uA la
<br /> el P sum a 23.7 psis renalShe fora a 279.1 16s �..
<br /> -- ..eb E Latino lxm, 4 116 Sect a bad en 279.1 nee -,-I �' a
<br /> I Amman Tower assumes that all structures were constructed in accordance with the drawings and �, 44967 _
<br /> • -_.1 SPecifiabons. 1 Ratite Glaze ice 1 i Sa"mir pw 111.E Its p - `
<br /> All connections are to be verified for condition and tightness by the installation contractor preceding a^ee are^.Irm. L.,,o^/rr '�O s 7. UC 1" �C8
<br /> any changes to the appurtenance mounting system and/or equipment attached to It.•
<br /> Equ¢nent Height Gad, Dept We..i reap VA, ESA. EPA,
<br /> Mourn layout-Gamma Sector FQuiament layout-Gamma Sector aua+. ^ - .. > m tin w 6�IONA•-�
<br /> Unless explicitly agreed by both the client and Alt Tower Services,LLC,all services will be performed Commswpe 1tW45C-M.O1 95.9 25.2 9.3 1246 21.11 3.75 23.56 4 ra { -,•
<br /> M faliNglEgilli in accordance with the current revision of AN51/T1A-222. •
<br /> •
<br /> r•-•.w..r an,wv-,co +haw.• Ma222 63 99.2 673 1.17 non 158
<br /> 169 67 4.7 20.0 N/A N/A N/A N/A
<br /> All services are performed,results obtained,and recommendations made in accordance with generally mem..sus.ercreu,•„tawc+b, 220 12.1 7.4 93.6 222 136 2.91 199 II II
<br /> h� - accepted engineering principles and practices.ATC Tower Services,LLC Is not responsible for the scga ANFIG 21,6 13A 6e M.4 3.0 16S 3.90 239 Authorized by FOR
<br /> conclusions,opinions and recommendations made by others based on the infpmaIre SVpolled •
<br /> a,d,ew Mlm«eavmVNEP}.1R 26.3 28.] 6.5 31.0 WA WA N/A N/A
<br /> -\•
<br /> ' .a - herein. •
<br /> • AndewvNlPl-23 15. ,SA 3.e U.2 N/A N,A N,a N/A 25 Jun 2021 04:52:07 COSIin
<br /> pry«:Wan No,.quantum 72 78 3.6 72 WA N/A N/A NM
<br /> "` DRAWN BY: CGM
<br /> rp�
<br /> APPROVED BY: MCC
<br /> _ • DATE DRAWN: 06/23/21
<br /> (1;3 i I ATC JOB NO: 13633793_C9 05
<br /> I
<br /> SUPPLEMENTAL
<br /> ter,.r..v....:te„ore.-.r.,.4,.v„m cae.,ants e,.rema once ma.,u.r- �.,.. ' , ,mr...,rr..r,+dow.,,ae,s..a,..ycrnw Ns..mnpr.m.aavv,......r..ww,can ! IOC Tomeuativ.m,erste..,wrw r.,x rnu.,Nwavom.nw.sh,.r..••ry ,.r,-. •.w .,,n.,w.,v
<br /> w-r„>,...,.v.w.a....n•bw
<br /> i I I SHEET NUMBER: REVISION:
<br /> R-902 0
<br />
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