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Home My WebLink About1000-75.-5-14.1 12/2019 ,r LU o PECONIC LAND E� y (� �� s3a14aae zazsa dad S ' �z-a w own x 1 . ., o o w � Jill s I •�' -�' 'gig xm ^�� "�. y Fwpa,tiwirm •1 I �n '> s' 7 °r"30Af.100 N ,'iu bliagO AYM c�anw�xrxu�• �„ �• �,�� I °"'�' .��.,Eb mry '��'��"�`'"" gip, _...EI a�w n oaurtrra.r E Ii t o �. I E t�rx�rr r xww,msw" tr7 Ail _�,______.._m• _ _. x its. s3s�s3�aoe �� tiosoo� .1T.Y www.wl,.:" S 5. i# Y �0 r+ � ' ' pp 'd3 gg 646 ''}"Fti t��w"�Sic4 Roza}r a:jown � N33 3120'W nmmaru.,xo �$.�•x� AV verlizon)/ 4 CENTEROCK ROAD WEST NYACK,NY 10994 11 APT verizonN/ 1-1)...K T.TiI r"Ik kRONU oNc�wmur�a.+u:o EST NYAC , NEW YORK WIRELESS COMMUNICATIONSi R Nb DAIS �N 1 E " 41450 MAIN ROAD YT C>' DRAWING INDEX SITE INFORMATION �y0?86os t ..... ....... 'R IC � VZ SITE NAME:'PECONIC' T-1 TITLE SHEET&INDEX vZ LOCATION CODE:145n55 _ VZ PROJECT COOS:20191960179 -VESIGN A-1 PLANS&ELEVATION PROJECTLOCATTN:41450 MAIN ROAD A+RAroP SfATiM Chasse P4 1 PECYQNIC,NY 1195E EER N ADO 3SADDLEBRbOK DRNE A-2 EQUIPMENT PLAN&DETAILS SHT.TYPE(DESCRRPON:REPLACE(3)OF(6)E%IST.RRHs AND ADD(3) OR RRHFATAMENNASECYORS.REPLACE-POWER owNE2 WM I.A7oln CABINET&BATTERIES AND REMOVE.UNUSED ZEREss:.W5 RGVIE xs A-B NOTES&SPECIFICATIONS EQUIPMENT WrrwN EAST.EQUIPMENT SHELTER. so`—W N''1191 __........ _.._......,_ a PROPERTY OWNER:TOWN OF SOLIIHOLD V Wi ON OF NM'E N STATE 53D95 ROLOE 25 N SOUTHOLD,NY 11971 2M N2G FOR ANY PERSON uNBlEDSSTIo tW�nc y.� y LEASING CONTACT:AS LEY LESKANIC " (645)587-061 S 'I A'III INEER Nag OONSTHUCTION CONTACT:PETS MCCARTIY (631)549-2730 ' ENGINEER CONI'ACY:SEAN P.MCDONOUGH ON uW E e A5 11ddrr� (86G)663 1697 x205 oETERAT xF N 9 SITE J 4 •m✓.,:.., PEC PIC LATTUDE:4i 02 30,70-Ni _.. ....—. VERIZON AT LONGITUDE 72°27 30.70'W pECdNIC ELEVATION 18 AM6Lh 016 MA3N RbAD &haNekLMi ouu SY+&Nar DISTRICT 07 SECTION.075 Y-.awV,w,0.vl fkFM" BLOCK:6 APT FI UM Eft , LOT 149 {{WliaJrCT oe I ZCJKING R-BD O GATKiN +<I„ fiu3vµek1l®ry PI42 GM V M ,III"�IA4NN BY TNNFI YmYfryvM1 .._ 0!&19 JMFlN4 NklY RYsrm, �E I-liTIRT TITLE: F", CI l) El) s o I TITLE SHEET&INDEX .SHEET NOCII�IIT"V'IN14�r.P � �I 1 Irlin�)fir rLl.i ^�"_� GALE:1"=50d' ................... . _ 4 CENTE AN—NAE ....................... *ESI NYACK,NY 10994 lT 1— ...... ............ APT........... El —T3ELE ANILPIN—7YP) ...........— —PAN'-c'_' LlT E. % VEPANEL aw_---------— N I E.ANI—A.',I—, PlU L OCATION MAP Wl I I TO REMAIN MRIP—E 4, X RN-EIPURNT SHE �'PP' 0 R.0 ............ iw'�"*, I 'MIR mmwl� PlE R,.AIT...M IET II.-N L.E 3M LEDRWKDI EXIST PFlO PANE TANK...................... " 4 , IIa NGWOHTNe - ANEREW: III WI1171 .......... 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EXIBT A MOUNT E%E;p!�ff MOUNTING DETAIL eP" (-i',,EQUIPMENT M0p.ULlbjg.Rf!UU lld ........................................ %RRIZEIT,F� I.S.FE—B. ------- -----------11 1-11--l-11 S.R. NO R RELTERSEG.ERS. H.R.— Ix N, I UNIFER —E.-TO'111=11 WRIGWORTI,MW� 1 1 1, 1 A I... R—IFE. xINNHEH TOWN OF SOVTHOLO 111�P I ON ly #�� x x x �xj XjXI NOTE-__ I ix X x x x IX N-F..07) X A—DCUT MIEOVGAT ON LAW FE,QUIRLU L LNG 111(1 YL I OR"IANIyyMlyypy 11.NESN.kI A ONO OR ENO-1--.1. -ET DO.NO. ONALFNGMEEW OR I—R,1IMI ILTER ANTLEM I N FVI L_____ A YWAYJF ANR, RE. RE- OF AN EAGIN N R NE""'0"IS -El ALIM, j H'FALLEG"NG SAID I NEE R OR ............ IN.I F F M IS,I 11111111�111 A.1"A..THE air W SPEDIF CATIONS _ L_. EN T 1. 1-IRITAN.M.) �11 AD SA E ER SUSI A -NI E. L'T'E' EI %IT11 INI A" THE ILLan OF uNisPRNT(nP1 VERIZON AT �PECO C" 1, ALL Vf'MW UNisrFurk-19 BE ONLREDUNISIRDT DAP(WEZSSQT0) ORESFL CONI D tm "T.a. FXTH GFIANTIN NA IEDTOR 00 NNT -FL-F U-NUT PR GFF FREY63N111NI-A-1 DO WN3 ONIY bED_71LIDIED OIL SARAPETS OR TALLER X I rPR N�LGDADLD VWVLF NO OFOUMSTANDEG SILLADL BEAM SLANIES BE-ZED TO,E=OG 1.B U M STRUT107TESTRUCTU E HER=ETANLEWS7RELO,AGRESHhL_0EPEN FOR [DATE: I�AiiERTADN ENT-1 FIELD UGLILING OFOLNG PI-ARDEGIARBOGNT MWIOAS 6 51LLY IFORLITELL Ill LOUT-OF EF—FROM-ENGINEER 01—OFOR) __------- 1 4,AP'll RRH EQUIPMENT MOUNT ,L2/ ----------------- ...........................................-1-A.N.T:. M 11 ---—---------------------- E C liR,N,FTF,7 ................. ----------- ry mm EQUIPMENT PLAN MF E- AP47�W .-La S �Ear F aTY11 T U TILT STERIII "A"Mum DETAIL SE A F2, ...IT 1. CABLING DIAGRAM LIFTE =' LN LBU,I,jE)CXa4, I——A D IROOGE B-1-TE IN SWERFS AA,DFAG. 5"�ANTENNA DFr ...........1 T" ER IS)0 -0 TO.TO_N_ 'LID-1 111-Ol. 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W45 .,.I m RFir1:NON• •• Zr r.w.i NO DATE � rm m 19 el 9 pit REV flY:5 M I x �ucnnxovra-rev � xanouuww�. • ,r,�, 4 —1 FOR rr.U.,rtr vn:... nr�uvari im+ovw. •..-•r + r. mne uwy. ru rm mn[ um nex uxx"u'.0 o.rwa.ru�arm°maM. suxxx.w rrsu.nie nuusrrt wouim vin,wrwwa.0 wner"u'`nu A x:p:, r.-x.,nv.¢ swnuu ur:.ww.w. un rouwronnnmwrwru,srenxuommem -.\eu. 5 ..nrov ew:wcre"mrn¢ux rrew.mmmo .,,, vm ",v.. r cucrev. tavtrrr� wrox m,�,rc. 0, I . , rrx ! � vmvm ..moue e.ua wwm a mu Wy J k)M'rklk IYPY xr 44 C"X ,rrex A �78GD C"' mHrr "-m �"°""""'° " ruemv-mr w.rwu ecarenw,nKmm.r,� `pESIGN PYYpVCS91bNMtl.ffi OY NEGbAXS,I 11 rmwn '.M ACl M.—111 PJ: G6MP:AP4 ENGINFFAING .wn�wvu.,emne re+. 9sAD0tF.R4fI.H DRiNE .a,.+n.wo pTp un uru ac�..o�'s,'u:u�rw orxw:w murw.w.zaurz - 0° xomrov arcurewr x.A.+vr lIIN TH Ci p&419 xr.wr«uroaimwz m+,cuarurt ow.vamu.rrc°e.ww.uwsxcrxxc s nmrrrumwew-u m...es..w.cw ACTING UNp"I"01kEG1I0W61ADW mm ae«.:r,Fmv w"vrrmnErrvwrm LA p5U Ef9F.TO L a N E- mwn.r m�umeciwrcnw - .uw.,u.. 'rvs+ w,w' rmm mwin°'iwnvwx "sM ' �m - >,rA w+w,.e�.m '- wwrsrmrxosrs. .. wares IANp SMRYEtGR SHd. k YERBZOR AT .,.m n sire .4su ttnawaRnao Anoaess PETANIp Nr a4sse M1NOm ro"r oa�aA. rwrnurm pP FIWNC NUMBER i@Ya2A50...-. F•, . xr PW J G 39 9 9BMY9 1 , uzv+me ruiwe emrG.w.nsr ue mrem anmar+evse .s.orvww u"+erarzwu„ 'wnv mwxm"-m+'ww.m -xw er+e,r, .rIBRAWN NY 2q t6wS.IN:fiL, '. +u w.n •: -.. 31NEET TIttE NOTES 8 SPECIFICATIONS r .. .�. DV h' L2rV V w _ FA-3 s OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex , P.O. Box 1179 54375 State Route 25 � `� , Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY '„ Telephone: 631 765-1938 www.southoldtownny.gov ., y PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director 9k Date; September 13, 2024 6 y Re: Planning Department Report Verizon Wireless at Southold Town Animal Shelter 165 Peconic Lane, Peconic SCTM#1000-75.-5-14.1 The Planning Board has found that the requirements of the above-referenced Verizon Wireless modifications and equipment up-grades have been completed based on the site inspection made July 12, 2024; and the subsequent photos of affixed signage submitted electronically on September 13, 2024. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated February 14, 2020; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov M �x PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director 1,j Date: February 14, 2020 Re: Planning Department Report Verizon Wireless at Southold Town Animal Shelter 165 Peconic Lane, Peconic SCTM#1000-75.-5-14.1 The Planning Department has conducted a review of the proposed modification pursuant to §280-74 B.(2), and has received a report from our Wireless Technical (consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore,, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated December 16, 2019; 2. The Building Permit must state the following: a. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Town of Southold CkyScape C 0 N S U L T A N T S , I N C . Telecommunications Site Review 2423 S.Orange Avenue,#317 Equipment Upgrade Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 February 7,2020 RECEIV.ED Mr. Brian Cummings,Planner Town Hall Annex Building ..... U 53095 Route 25 Southold,New York 11971 RE: Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Verizon Wireless ("the Applicant") to modify its equipment on an existing one hundred and thirty foot(130') lattice tower. The tower is located at 41450 Main Road, Peconic,New York, although in previous review reports, the address has been described as 165 Peconic;Lane,see Figure 1. 5wam.5-tructure&AP.i.prat The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) antennas (3 per sector) at the one hundred (100) foot level, all of which will remain, and no antennas will be added. It is proposed to replace three of the existing six(3 of 6) RRHs and install three (3) additional RRHs, leaving nine (9) total RRHs on the tower after the changes are made. Also, the construction drawings indicate that three (3) unused 7/8" coax cables will be removed from the tower, leaving six (6) remaining. No changes will be made at ground level outside the existing enclosed Verizon shelter. a uctu &glysis The Applicant has submitted a structural analysis report by All-Points Technology, dated December 16, 2019, based on ANSI/EIA/TIA-222-G standard for Suffolk County, New York, Structure Class 11, Exposure Category C. This analysis indicates that the tower will be loaded to 90% (out of an allowable 105%), but the base foundation could not be conclusively evaluated due to information on its design and construction not being available to All-Points Technology, see Figure 3. However, a structural analysis on this tower using the same standard was fairly recently Town of Southold—SCTM#1000-75-5-14.1 Apftk Verizon Wireless Site—"Peconic" %Myscarum Page CONSULT ANTS , INC, performed by GPD Group for AT&T's equipment changes (report dated September 26, 2018). That analysis indicated that the foundation loading at that time, with AT&T's changes, was 80.5% (out of an allowable 110%). Since three coaxes will be removed and the net increase in tower equipment proposed by the Applicant is only three RRHs, the foundation loading should not be an issue. Under Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012 ("the Act"), any personal wireless facility modification or upgrade is eligible for administrative processing if the request meets six criteria, most notably(1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound or leased area. Section 6409(a) further states that if an application meets the criteria,the application shall be approved and may not denied. CityScape has determined this application complies with the Act and recommends approval,with the following condition: The facility shall remain secured and protected from unauthorized personnel. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, B. Benjamin Evans RF Engineer CityScape Consultants,Inc. Town of Southold—SCTM41000-75-5-14.1 AMr.*�pe Verizon Wireless Site—"Peconic" %ft Page CONSULTANT S , IN C. ,'�,.-. ., ...._..... ... oaLotme slraacAttaa usAA soon CAD �Y r 4`�� a ` a. 4�' 6ci�an "Alt, 4 who a � ayyq w R' R Y EMFRSQK 0.a ze �11Nx5M1 ANY Y/CA�t]i PO Y�x kk 0 C " T,' �`�'' c �iy 1.w Data,.„ _._.w. ,.........�„_.__w.................��. use su*ct to Icense. 7tC A DeLomie.DeLomie Street Atlas USAOO 2009. 0 600 1200 Im 2m www.debmie.com MN(13.6-W) Data Zoom 13-2 .v. FigureSite Location Map Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" Page CON SULTANTS , IN C . „tea. N Existing Verizon Antennas and New &Existing Egtjip d i Sao^. III 100'AGL i d 1 o In" o � Figure 2—Elevation Support Structure Sketch Town of Southold—SCTM#1000-75-5-14.1 Ckyape "a Va, Verizon Wireless Site—"Peconic" Page CON SULTANTS , IN C , Verizon Wireless December 16,2019 130'Self-Supporting Tower,Peconic,NY Page 3 Verizon Site:Peconic APTJob#NY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 miles per hour with no ice and 50-mph with %" radial ice in accordance with the TIA-222-G standard for Suffolk County,New York.The following additional design crkeria were used: Structure Class: ]I Topographic Category: l Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Les Bracin 110'-130' 15% 26% 90'-110, 31% 55% 70'-90, 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% 10'-30' 43% "� 0'-10' 46%— .. 9 °�° Bracing,Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or constriction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. Figure 3— Structural Analysis Summary From: Cerezo, Mara Sent: Friday, September 13, 2024 9:38 AM To: Westermann, Caitlin Subject: FW:Verizon Wireless BP 50214 141450 Main Road, Peconic r Attachments: Shelter Sign jpg; Shelter Door With New Signs jpgRECEIVED v�7+ For incoming mail. From: Craig Zonin <czonin@amatofirm.com> To: Cerezo, Mara September 0 Ma a<mar c@southo dtownny.gov> Planning Board Cc: Michaelis,Jessica <jessica.michaelis@town.southold.ny.us>; Cummings, Brian A. 75. -- 5 — rI . <brian.cummings@town.southold.ny.us> Subject: RE: Verizon Wireless BP 50214 141450 Main Road, Peconic Good morning Mara—I am following up on your email below. As per your request,Verizon Wireless has had new signs affixed to its equipment shelter door. Please see the attached photos. Kindly consult with the Building Department and provide it with the memo to approve/support the issuance of a CO. Please let me know if you have any questions. Thank you. Craig From:Cerezo, Mara<n e. ,, r k a�r�� i ��o r lw r.a y> Sent:Wednesday,July 31, 20241:45 PM > To: Craig Zonrn Cc: Michaelis,Jessica< ' ., r r� , i �I�a, � C�� ti�ykr„gu��i r� ^>; Cummings, Brian A. <bora Subject: RE: Verizon Wireless BP 50214 41450 Main Road, Peconic Hello Craig, Earlier today I relayed this information to your colleague India, but am following up with an email and photo attachment. A site inspection took place on July 12th for this facility. We had some internal issues to resolve around the wireless facility,since it is on Town-owned property. While working to resolve that issue we delayed our follow-up.Thank you for your patience! The site appeared to be constructed as approved, however, the safety signage at the location has deteriorated and merits replacement. Please see the attached photo. Will Verizon be able to replace this signage soon? 1 c N ' - a m ■M C CD 3 W m� �D $o c O m IN m O MO '3° I n m Z 0 rt t�i 1 C 0 0 O ■ m W 0 .CCl 00 cn ' Z 7 3 100 � m 3 fiT � �� z '" 33 Z �. c 0Wm 0 e . D m m o m V/ co m ° ` > > m ■ v a Cn � a f •I ' I m c� 0 m 00 rr w Z w L- W CD Lei co m n ' tA Vf— -4f •A DANGER =+ � • �� .y ,; ��+•"�=.- '_SAS�r�y� 'h�/, �1'll�'►-�I • �,i;i�1ff�i 2'�•,'a. •,—; .r�� •:,is �;�'!'h a_ ,t.;;•� ,:1x,7,`r,a,;,' ... F, a tv t •r' �' ^fir r�� A.. 5 — ; J Once we have confirmation we will be able to issue a memo to the Building Department in support of the CO. Please reply all if you have any questions. I have copied Jessica and Brian on this message, since I am out of office this Thursday and Friday. Best, Mara --------------------- Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: Ma,raaCsouthalcsnnca � > From: Craig Zonm Sent:Tuesday,July 9, 2024 11:02 AM To: Michaelis, Jessica <g�„ is C ."cj a0i (a Subject:Verizon Wireless BP 50214 141450 Main Road, Peconic Good morning Jessica—Please note that the Building Department's inspection occurred yesterday in connection with the above noted matter. See the attached inspection notes. Please advise when the Planning Department's inspection will occur, and if you require anyone to be present on behalf of Verizon Wireless. If there is someone else I should be speaking with regarding this matter kindly let me know and I will reach out to them. Thank you. Craig Zonin, Es . AMA 10 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin@amatofirni.com CONFlUFN rW. Y IvpO'M 11 IIS IL—MAIL MI S;AGI AND AV I.A'T"VAC.I II\/dO.rV'I"S I GtANS IVIIIT 1 1)11 KWITI C ARIF A MRNII Y/C 100'IICI G I�Wh/OV.B GE La,111CAt)N_' 11'CItO'�"AP D/"Cli C^"I% I)II—NIIAL IN ORIAr1C4'V'll;„1VN IN H I I) 0BA6V,Y I'"OR THIF VIF_VJING AND US. 01 AI1d'M SM 1 Or I OVS I'll Af)V I'i.OF 1 HIS MIf SSAG1 1'.i,AAAT TIEII,IN H i'NOS D M CIVII W,YOU F Rt H I H I W(IvV1711G ID VA THAT ANY GPI A/H W,US➢ (uCAMVVIII PVIVIC,:M'ION,1.A1S`rI:!':NOP,IAyel IOI\,V)NS MIIN4IVION OR.COPYING OF VI ES COMMON I CA ION IS V I C7040VSdVY,U IIF YOU 11AVIC 12KILIV1 U THIS d'C'101IDfyRaJl`IC;M"It7N IN ERROR,L11/!BSI:!': 114MIRY PIII 'SI INIAu R lily/IIVA/I DIIAUV 0 Y IIY TI-11 I.:PIBCa)GJI C714 IRR"f utC"JNIC:VAtVMI,AND D7 LL17 IV IS V\/VI_SSA G AW)AILIL CC)Pfl SAND RACKUI6 TII IV!!'.RE OFf V I IA1"^NIC YOU f"471R YC7V.H G''001111V HATICAN From:Craig Zonin Sent:Wednesday,June 26, 2024 9:45 AM 2 To: 'Michaelis,Jessica' Subject:Verizon Wireless BP 50214 141450 Main Road, Peconic Good morning Jessica—Just an FYI,the Building Department inspection is scheduled for Monday July 81n Please let me know (or have someone from your department let me know) if someone on behalf of Verizon Wireless needs to schedule an inspection with Planning, or if Planning performs an independent inspection without the need for anyone else to be present. Thank you. Craig Zonin, Esq. LG6 A W Gi1Rv I PL0 ( 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin amatofirm.com CONEDF NPA..I'T'NOTE rLAS U -NIA d.C'+A SSr",GE/414 All .A"FTA O-6C+1 FE NV -S I"R/b NSN/Of'f 1 G h:)IhbFr:OdEWIITH ARE�ti"U G�4'Ii N��=Y/C:d.luV 0 6'I UMIVL Gaa:'�,TRADE SEC'RF:'11 6hGVlD/OR CON FUfN IAA INFOFdMA ION O OENDED ON FOR THE F161_WNG7 AND USE CSF'AD1.)OCP SSFE,IF FETE R AU-R OFTHI S MESSAGE IS NOT THE INTENDED RECllff>IIV IN ,YOU ARE I FRF 0Y f`OT0FIIIICD THAT ANY ff'tEWEW,USFi, COMMUNICATION,DIGSEI HNAT8d"�N,DISTRIBUTION OR C0PYdG`G or fIh00S CONINUUNIC AT 04 IS 4'lFOHIMTED.IE YOU IHIAVE. Rr IFOA/[[I[:7'V'HlIS C:C7GJIMUNICAT-11110IN IN fF,VRO OR,PL_ASF I`9f:}'INIFY TH6 9:NU0 R IOVIIWr0:DIATF ILY BY'0FLI-P0-ICYN OR ELI-f`ro'(EONK'.M AIL,Au"SO:D DELETE TEIT"w MESSAGE AND ALL Cd'PffS AND BACKUPS T HF67F[C'F 1fVVF4VNK YOU FOR YOUR COOK:RATION From: Craig Zonin Sent:Tuesday,June 25, 2024 3:00 PM To: 'Michaelis,Jessica' 7�� ... . i,ch.a.eIlwa Subject: :Verizon Wireless BP 50214 141450 Main Road, Peconic Hi Jessica —That is the BP that we are trying to close. I have attached the original BP. There have been many delays, some of which were related to the Osprey nest on the tower. Also attached are the as built record CDs that were provided to the Building Department last week. Let me know if you need any additional information. Thank you.. Craig Zonin, Esq. . N n A ("RI I P Pu � : 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin amatofirm.cor-n 3 cownocmr/unnmorc: n+/ssTMmL.MESSAGE AND ALL ATTACHMENTS FRANSMff"F DID HIEREVWTH ARE ATTORNEY/CITENT PMOLEGED,TRADE SECRET AND/OR comp/oEmnAL/mronwxr/ommnsmoso ONLY FOR THE WW/wo AND USE opADDRESSEE W THE RE ADES OF THS MESSAGE IS NO"T"FFIE MTENDIF D REC/NENT,YOU ARE HEREBY NOPFILID THAT ANY msv/cW,uss. commumK'A NON,mssEm/mAT/om.o/srmnur/omoncupnmaorrxscommuw/cm�omspxuxm/rco,/p YOU HAVE nscovson+acowMum/on/um/m FUCK PLEASE wor/pvr*s SENDER ommsoWeaavrsII-p*omsomeLccrnum/cMm�AND DELETE rxswssswap AND ALL COPIES AND BACKUPS r*snsop HANK YOU ronruum ozupeemnom From: Michaelis,Jessica � Sent:Tuesday,June 2S, 2O241:12PM To: Craig Znnin< Subject: RE:Vehzmn VVire|ess BP 50214 141450 Main Road, Peconic I{iCraig, The Planning Department does not track our applications with the Building Permit#'e. Can you email me any documentation from this application so that I can find it? When was it first submitted to the Town? l am finding a\7erizmo application but it is from 2OI9/202O. Thanks. TesmicuNfichuelim Seoior [)f8ce Assistant Southold Town Planning Department 5437SNY8 Route 25 ]P.{}. Box 1l79 Southold, NYl1971 ]P6oue: 631-7U5-1038 Eozuil: Fnmnm: Craig Zmnin � Sent: Monday,June Z4, 2O242:17PW1 To: Michaelis,Jessica Subject:VerizmnVVire|ess BPSO�14 | 414SO Main Road, Peconic Good afternoon Jessica—I am working with Verizon Wireless to close out building permit#50214, which was issued in connection with proposed upgrades to its communication facility. The property and tower are owned bv the Town of Southold. On Friday I dropped off supplemental documentation to the Building Department and was advised that the Planning Department also has to provide its sign off before a Certificate of Completion can be issued. Kindly advise if the contractor needs to request this inspection from the Planning Department and meet a member of the Planning Department on site, or if this is something that the contractor or my office can request. (My office is currently handling another matter in which we are preparing to close an open BP.) Thank you. Kindly let me know if you need any additional information. Craig Zon/n, Esq. 4 K I 4LG .A.MA' f0 I A"" G R o N+ I', F L k(' 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin(ci)amatofirm.com CONFIDEWIAL]FY NO[E: THIS E MAR..MESSAGE AND A(..LA"F ACPIMFNIS'FRANSIViO"FFEID HEREVVIIH ARE ATFORNEY/OJENT PRIVILEGED,"FRADE SECRET AND/OR CONFIDENTIAL INFORNIATION WENIX..�') T�YOU ARIE HERIEBY NOTIFTI.DD MT ANY REVIEW,USE, ON LY FOR P I E VIEWING AND USE OF ADDRESSEE.O IF I HE READER OFTHIS MESSAGE IS NOI I HE IN TENDED M CIPIEN COMM UNICAP ON,DISSEMINAFION,DISIRIBUTION OR COPYIN(5 OF rHIS COMM UN ICA flON IS PRO I IMIED.IF YOU HAVE PCB CEIVEID F I ISCOMMUN(CA V ON IN ERROR,PLEASE N01IFY PlESENDER IMMEDIATELY BY I ELEPHONE OR ELECI RONICIMAR.,AND DELEIE mis MESSAGE AND ALI AND BACKUPS V HE RI F.I HANK Yu: UFOR YOUR COOPIERArION, ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. From: Craig Zonin <czonin@amatofirm.com> Sent: Monday,June 24,2024 2:17 PM To: Michaelis,Jessica Subject: Verizon Wireless BP 50214 141450 Main Road,Peconic Good afternoon Jessica—I am working with Verizon Wireless to close out building permit#50214, which was issued in connection with proposed upgrades to its communication facility. The property and tower are owned by the Town of Southold. On Friday I dropped off supplemental documentation to the Building Department and was advised that the Planning Department also has to provide its sign off before a Certificate of Completion can be issued. Kindly advise if the contractor needs to request this inspection from the Planning Department and meet a member of the Planning Department on site, or if this is something that the contractor or my office can request. (My office is currently handling another matter in which we are preparing to close an open BP.) Thank you. Kindly let me know if you need any additional information. Craig Zonin, Esq. RE"Q-EIVE LAW GRl ! I' 1-11C 666 Old Country Road, Suite 901 Planning Board Garden City, New York 11530 '� _ S _ 14 . I Tel: 516-227-6363 Fax: S16-227-6367 E-Mail: czonin amatefirm.com CONFIDENTIALITY NOTE: THIS E-MAIL MESSAGE AND ALL ATTACHMENTS TRANSMITTED HEREWITH ARE ATTORNEY/CLIENT PRIVILEGED,TRADE SECRET AND/OR CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE VIEWING AND USE OF ADDRESSEE.IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY REVIEW,USE,COMMUNICATION, DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS PROHIBITED,IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR,PLEASE NOTIFY THE SENDER IMMEDIATELY BY TELEPHONE OR ELECTRONIC MAIL,AND DELETE THIS MESSAGE AND ALL COPIES AND BACKUPS THEREOF.THANK YOU FOR YOUR COOPERATION. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 OFFICE LOCATION: �rr MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� ,r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY ' t.f Telephone: 631 765-1938 www.southoldtownny.gov �H Y roue PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director °. Date: February 14, 2020 Re: Planning Department Report Verizon Wireless at Southold Town Animal Shelter 165 Peconic Lane, Peconic SCTM#1000-75.-5-14.1 The Planning Department has conducted a review of the proposed modification pursuant to §20-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated December 16, 2019; 2. The Building Permit must state the following: a. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Town of Southold Telecommunications Site Review 2423 S.Orange Avenue,#317 Equipment Upgrade Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 February 7, 2020 Mr. Brian Cummings,Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Verizon Wireless ("the Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is located at 41450 Main Road, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane,see Figure 1. Sty port,StlUctUre aui ment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) antennas (3 per sector) at the one hundred (100) foot level, all of which will remain, and no antennas will be added. It is proposed to replace three of the existing six (3 of 6) RRHs and install three (3) additional RRHs, leaving nine (9) total RRHs on the tower after the changes are made. Also, the construction drawings indicate that three (3) unused 7/8" coax cables will be removed from the tower, leaving six (6) remaining. No changes will be made at ground level outside the existing enclosed Verizon shelter. Structural Analysis The Applicant has submitted a structural analysis report by All-Points Technology, dated December 16, 2019, based on ANSI/EIA/TIA-222-G standard for Suffolk County, New York, Structure Class 11, Exposure Category C. This analysis indicates that the tower will be loaded to 90% (out of an allowable 105%), but the base foundation could not be conclusively evaluated due to information on its design and construction not being available to All-Points Technology, see Figure 3. However, a structural analysis on this tower using the same standard was fairly recently Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" Ckyscape Page C0NSULTANTS , INC . performed by GPD Group for AT&T's equipment changes (report dated September 26, 2018). That analysis indicated that the foundation loading at that time, with AT&T's changes, was 80.5% (out of an allowable 110%). Since three coaxes will be removed and the net increase in tower equipment proposed by the Applicant is only three RRHs, the foundation loading should not be an issue. Under Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012 ("the Act"), any personal wireless facility modification or upgrade is eligible for administrative processing if the request meets six criteria, most notably (1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound or leased area. Section 6409(a) further states that if an application meets the criteria, the application shall be approved and may not denied. Cityscape has determined this application complies with the Act and recommends approval, with the following condition: The facility shall remain secured and protected from unauthorized personnel. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, B. Benjamin Evans RF Engineer CityScape Consultants, Inc. Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" CKYSCape Page C0NSULTANTS , INC. DsLormo S"MAtlas USAV 2M w, "ate 0 'Opt a o �' �a' r ED asta 44011t4 O ,goo 3 ryd7la"wfi ^�Y, U.. r� r Data use subject to license. Del-orme.DeLorme Street USAS 2000. 0� 600 1260 1600 2400 30 H 00 :10'00 www.deloffne.com M (13.0® ) Date Zoom 13-2 Figure 1 Site Location Map Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" ckyscape Page CONSULTANTS I N C, ,HAn imp* p Existing Verizon Antennas and New L isfing Lgus . OUR qq li Msa 1 u 100'AGL f G III G _ w 1 d U � V i Figure 2 —Elevation Support Structure Sketch Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" CkyScape Page CON SULTANTS , INC . Verizon Wireless December 16, 2019 130'Self-Supporting Tower, Peconic,NY Page 3 Verizon Site:Peconic APT Job#NY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 miles per hour with no ice and 50-mph with %" radial ice in accordance with the TIA-222-G standard for Suffolk County,New York.The following additional design criteria were used: Structure Class: II Topographic Category: 1 Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Les Bracing g 110'-130' 15% 26% 90'-110, 31% 55% 70'-90' 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% � 10 -30 % 0 -l0' ____46__ ._ Bracing,Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed bads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or constriction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations arc adequate for the proposed changes. Figure 3 — Structural Analysis Summary Town of Soasthold Ckyscape Telecommunications Site Review CON S U LTA N T S IN C ., 2423 S.Orange Avenue,#317 Equipment Upgrade Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 February 7, 2020 " � " ' I \J Mr. Brian Cummings,Planner - . Town Hall Annex Building; 111111 2020 53095 Route 25 Southold,New York 11971 RE: Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Verizon Wireless ("the Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is located at 41450 Main Road, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane, see Figure 1. Support Structure & Equipment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) antennas (3 per sector) at the one hundred (100) foot level, all of which will remain, and no antennas will be added. It is proposed to replace three of the existing six (3 of 6) RRHs and install three (3) additional RRHs, leaving nine (9) total RRHs on the tower after the changes are made. Also, the construction drawings indicate that three (3) unused 7/8" coax cables will be removed from the tower, leaving six (6) remaining. No changes will be made at ground level outside the existing enclosed Verizon shelter. Structu tal Analysis The Applicant has submitted a structural analysis report by All-Points Technology, dated December 16, 2019, based on ANSI/EIA/TIA-222-G standard for Suffolk County, New York, Structure Class II, Exposure Category C. This analysis indicates that the tower will be loaded to 90% (out of an allowable 105%), but the base foundation could not be conclusively evaluated due to information on its design and construction not being available to All-Points Technology, see Figure 3. However, a structural analysis on this tower using the same standard was fairly recently Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" ckyscape Page C0NSULTANTS , INC . performed by GPD Group for AT&T's equipment changes (report dated September 26, 2018). That analysis indicated that the foundation loading at that time, with AT&T's changes, was 80.5% (out of an allowable 110%). Since three coaxes will be removed and the net increase in tower equipment proposed by the Applicant is only three RRHs, the foundation loading should not be an issue. Under Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012 ("the Act"), any personal wireless facility modification or upgrade is eligible for administrative processing if the request meets six criteria, most notably (1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound or leased area. Section 6409(a) further states that if an application meets the criteria, the application shall be approved and may not denied. Cityscape has determined this application complies with the Act and recommends approval, with the following condition: The facility shall remain secured and protected from unauthorized personnel. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. Cityscape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, B. Benjamin Evans RF Engineer CityScape Consultants, Inc. Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" ��;� , cape Page CON SULTANT S , I N C . DeLa m9 StrestAtlas USAO2009 to ,� 1P es011, r 491 �aeoiwdc � �tlw�' a� n ,- o i panore��rw p;u, �a K .. �5 Data use subject to license A Del-orme.DeLorme Street Atlas USA®2009. p 600 1200 1000 2400 3000 3100 www.delorrne.com MN(13.0'W) Data Zoom 13-2 ..� ... � Figure 1 .. .._ .......�.... ........ — Site Location Map Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" ckyscape Page CON SULTANTSINC . „aaa_ {e V Existing Verizon �. Antennas and New � & Existing Equip, 9aom 1 yy 7@00 , ... 1 00'AGL l �fl I coon I------------- Figure 2 —Elevation Support Structure Sketch Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" CRyScape Page CON S U L T A N T S I N C , Yerizon Wireless December 16,2019 130'Self-Supporting Tower,Peconic,NY Page 3 Yerizon Site:Peconic APT Job MY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 miles per hour with no ice and 50-mph with %" radial ice in accordance with the TIA-222-G standard for Suffolk County,New York.The following additional design criteria were used: Structure Class: II Topographic Category: l Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Les Bracing 110'-130' 15% 26% 90'-110, 31% 55% 70'-90' 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% 10'-30' 43% V 0'-10' 46% % Bracing,Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or construction was not available to APT. if the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. Figure 3 — Structural Analysis Summary 666 OLD COUNTRY ROAD, 9TH FLOOR AMATOGARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAXi 516.227.6367 December 20,2019 VIA]HAND DELIVERY � l Town of Southold Building Department - I DEC 2 0 2019 Town Hall Annex Building D C 2 0 20f�°�� 54375 Route 25 Southold NY 11971 Plrenn ng Boaii Re: Building Permit Application1e'"Aa1111cati'CA1'" l 19ew ork SMSA Limited Partnership dfb/a Verizon Wireless ("Verizon 'Wireless") to the Town of Southold (the "Town") in connection with the maintenance and upgrade of the existing public utility communication facility(the"Communication Facility")located at 41450 Main Road,Peconic,New York, with Suffolk County Tax Map designation District 1000/ Section 75 /Block 5 d Lot 14.1 (the`'Property") Verizon Wireless Ref: Peconic 850)w/Our File No. 100-2186 Dear Sir/Madam: In connection with the above-referenced Application to the Town for the maintenance and upgrade of its existing Communication Facility at the Property, enclosed please find the following: 1. One(1)original Application for Building Permit, completed and executed, 2. One (1) original Owner's Consent Affidavit (we respectfully request that an authorized signatory of the Town, as Property owner, execute same); 3. One (1) original Authorization and Consent Affidavit (we respectfully request that an authorized signatory of the Town,as Property owner, execute same); 4, Certificates of Worker's Compensation, Liability, and Disability Insurance; 5. Structural Analysis Report, prepared by All-Points Technology Corporation, dated December 16, 22019; 6. Four(4)surveys of the Property; 7. Four(4) sets of construction drawings, prepared, signed, and sealed by APT Engineering, with a last revision date of October 22, 2019 (the"Construction Drawings"); and 8. Check payable to the "Town of Southold" in the amount of$ , representing the Application filing fee. As depicted on the Construction Drawings, Verizon Wireless is proposing to replace three (3) of its six(6) existing RRH units with three(3)new RRH units and install three(3) additional new RRH units on the existing lattice tower, together with modifications to the equipment and cabinets within the existing equipment shelter. Please note that the Construction Drawings do not provide for any modifications to the existing antennas, nor do they provide for additional antennas. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR I NEW YORK,NY 10174 1 212,485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.15I1 ILG .4 , Please note that the Spectrum Act and the Federal Communications Commission Order' mandate an abbreviated,streamlined municipal application process for wireless communication facility applications which qualify as "eligible facilities requests," including a 60-day application review and approval timeframe. Verizon Wireless respectfully submits that this Application for the proposed maintenance and upgrade of the existing Communication Facility qualifies as an"eligible facilities request,"which the Town "may not deny, and shall approve"within the required timeframe. Should you have any questions or concerns, please do not hesitate to contact me. Thank you for your attention to this Application. Sincerely, atlllew elbatzttt Encls. cc: Verizon Wireless(via e-mail,without enclos tres) 'See 47 U.S.C. §1455 and FCC Report and Order No. 14-153,respectively. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? 'TOWN HALL Board of Health---........ ............— SOUTHOLD,NY 11971 4 sets of Building Plans_ 'TEL:(631)765-1802 Planning Board approval_ FAX: (1631)765-9502 Survcy___________ Southoldtownny.gov PERMIT NO. Check-I .............. Septic Form N.Y.S.D-F.0. ..... Trusteles_ C.O.Application_ Flood Permit— -------------- Examined- 20 Single&Separate— Truss Identification Form Storm-Walter Assessment Forml Contact-, Approved 120 Mad to;Amsto Iaw Croup.. PLLC Ra -666 01d'C6fifi&Y WT. Disapproved a/c Garden City, � J A„SA_ PPIC,jjc:516-227-6363 lixpirallion_ 20 Building Inspector DEC 2 10 2019 APPLICATION FOR BUILDING PERMIT Date December 20 ............... 2019111111 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this)application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work, e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit'shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the,constructiol of buildings,additions,or alterations or for removal or demolition as he-rein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New YDA,SMSA Limited Partnership dl,b/, B (S isnatu f —hcatnA name,if corporation) d Amatatlow"1 81roup, 11C 666 Old Country Road,Suite 901 Garden Cil;L,N_yJ 1 5w3,Q _ (Mailiag address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder lessee Name of owner of premises Town of Southold (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No....... Electricians License No. Other Trade's Licensc No. 1. Location of land on which proposed work will be done: 41450 Main Road Peconic House Number Street Hamlet lCounty Tax Map No. 1000 Section 075 Block :5 Lot 14.1 Subdivision Map No... 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Town.o...f.....S......o....u...t..h....u...l.d...P....chce,Dj. a_rimont @rj ppp�yt1ity_wireks,gomm nicatio lci tl I ty b. Intended use and occupancy No change - ...... ...... ....... .................................... 1 Nature of work(check which applicable):New Building, Addition Alteration---- Repair Removal Demolition Other Work modification to existing public utility ...... -Wir-eless t6l ffl �e��i1qffigFv ............ 4. Estimated Cost, $20,000 .......... Fee .......... (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor_ If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature.and extent of each type of use. Police IDelpartmient 7. Dimensions of existing structures,if any:Front N/A Rear--,-—--Depth Height—-,-- —Number of Stories Dimensions of same structure with alterations or additions: Front no change Rear Depth Height dumber of Stories._.''... '........... ..... S. Dimensions of entire new construction:Front N/A Rear- Depth Height .,Number of Stories 9. Size of tot: Front 203 Pear Depth Variable (approx. 12.18 acres) 10.Date of Purchase 7/11/1968 Name of Fortner Owner William M.Beebe&Robert D'Ano Boyd 11.Zone or use district in which premises are situated R-80 12.Does proposed construction violate any zoning law,ordinance at-regulation?YES NO X 13,Will lot be re-graded?YES—NO. X Will excess fill be removed from premises?YES—NO X 53CM Route 25 (631)765-1800 14.Names of Owner of prejulses Town of Southold Address Southold,NY 11971 Phone No. Name of Architect APT Engineering Address FPr60k,1)r176 (860)663-1697 GT 0691a Phone No Name of Contractor Address .....—Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO N/A IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUfiiEE' b.Is this property within 300 feet of a tidal wetland?*YES NO IF YES,D.E.C.PE131UTS,MAY BE REQUIRED. 16.Provide survey,to scale,With accurate foundation plan and distances to property lines. IT If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18.Are there any covenants and restrictions with respect to this property?*YES—NO N/A *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF New York Sl Limited Partnership John Waiden,on behalf of d/b/a Verizon Wilreless being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Hcjs the _Engineer IV,Enuirimpnt (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the applicalion�51cd therewith. Sworn to before me this SM11 j0 New York SMSA Limited Partnership d/b/a Veri n Wireless 254`�o day of C)C-+Obe-r i�ij u N a t a 1)k 1X,:, -N nature ffxppficant TVJohn V.Wn Engineer IV,Equipment A UTHORIZA TION AND CONSENT WHEREAS, New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"),having a principal place of business located at c/o Amato Law Group,PLLC,666 Old Country Road,Suite 901,Garden City,New York 11530,desires to upgrade and maintain a public utility wireless communication facility (the "Communication Facility") on certain real property located at 41450 Main Road,Peconic,New York,known and designated as Suffolk County Tax Map District 1000,Section 75,Block 5,Lot 14.1 (the"Property"),owned by the Town of Southold (the"Owner"),with a mailing address of 53095 Main Road, Southold,New York 11971. WHEREAS, Verizon Wireless, in order to upgrade and maintain the existing Communication Facility,must submit to the Town of Southold certain zoning applications and/or building permit applications(collectively the"Applications"). WHEREAS, the Owner agrees and consents to Verizon Wireless' submission of all necessary Applications to the Town of Southold,as well as any other application required by any federal, state or local entity with jurisdiction thereof, such that the required approvals for the proposed Communication Facility are necessary. NOW,THEREFORE,the Owner hereby authorizes,consents and agrees to have Verizon Wireless act as its agent,as follows: V. The Owner hereby consents to the filing of all Applications by Verizon Wireless with the Town of Southold,and any other necessary federal, state or local agency, with respect to the upgrade and maintenance of the Communication Facility on the Property. 2. Verizon Wireless shall have the authority to act as the limited Agent for the Owner, thereby permitting Verizon Wireless to execute and complete any necessary documents on behalf of said Owner as may be required in order to obtain the necessary approvals and permits to upgrade and maintain the Communication Facility. 3, This Authorization shall be limited solely for the purpose of permitting Verizon Wireless to obtain the necessary approvals and permits to upgrade and maintain the Communication Facility,and for no other purpose. 4. This Authorization shall terminate,and be of no further force and effect,only after Verizon Wireless receives the necessary town,federal,state and/or local approvals and permits required to upgrade and maintain the Communication Facility. TOWN OF SOUTHOLD By ... Name: Title: Sworn to before me this the day of 2019 Notary Public OWNER'S CONSENT AFFIDAVIT State of New York ) ss.: County of ) on behalf of the Town of Southold, being duly sworn, deposes and says; The Town of Southold, is the owner in fee of the premises located at 41450 Main Road, Peconic,New York (the "Property"), and as described in the attached building permit application. The Town of Southold has authorized New York SMSA Limited Partnership d/b/a Verizon Wireless to submit the referenced building permit application and consents to the maintenance and upgrade of the existing communication facility, described in said application, at the Property. Town of Southold By Name: Title: Sworn before me on this day of , 2019 Notary Public CERTIFICATE OF LIABILITY INSURANCEDAT1MIDD YYYY) ' 11112612019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT'S UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING I'NSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in(lieu of such endorsement(s). PRODUCER CONTAOT y Anthon DiGennaro DiGennaro&Associates,Inc. PHONE,AIC No�),(f31)582-96'96�� FAx ( 31)Z61 6013 999-32 Montauk H Suite#421 MAIL di ennarol aol Comlcom Shirley NY 11967 INSURER(S)AFFORDING COVERAGE NAIC t(,... INSURER A: Hartford Ins Co _ 41513 INSURER B Hartford Ins Co�of The Midwest 2 INSURED 3809 INSURER c AIG Property Casualty Co 194 02 .. Mi[icia Electric Corp. The Travelers IndemAy Co 19445.... ..... ..__. .... w_ 87 Eads St. INSURER E: Pro ressive Ins Co 24260 West Babylon,NY 11704 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE(INSURED NAMIED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE QF L..... P_ F_..-PO INSR. .. �� DDL 'UBR POLICY EFF POLICY EDCP Lis INSURANCE O C NUMBS LIMITS COMMERCIAL...� GENERALLIABILITY '..,EACH OCOURRENC,E.__,,,,�,., $1,000,,0010 A CLAIMS-MADE �� DAMAGE TO RENTED OCCUR WSES.(Ea..asea�rrmc �1 - 0p0 X Contractual Liabillity 12SBAA01391 06/01119 06/01120 MM EXP(My oneperson) $10,000 X Primary&Non Contributory _PERSONAL s ADV INJURY g 1 00M90 CEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2 000 @00.. (POLICY JECOT- ❑LOD PRODUCTS-COMP/OP AGG $2,000,00� m, AUTOMOBILE LIABILITY COMBN(^IED SINGLE LIMIT $1,000,®00 E ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS (-........accident) $ 02551910-0' 06/26119 016/26/20 BODILY INJURY Per NON-OWNED PROPERTY DAMAGE $ H'.....IRIED AUTOS. AUTOS -jeer.eaaaidenl) ..... UMBRELLA LIAR X OCCUR FJ4CH rJCcrIRRrNCE 5000,000 A mX._. EXCESS LIAR CLAIMS MADE, 12SBAAD1391 08/17/19 08/17120 AGGREGATE 1-5 LO-0-0-M_0 DED I X 1I RETENTION 110,000 Follows Form $ WORKERS COMPENSATION'.... I X PER OTH- AND EMPLOYERS'LIABILITY Y I N FR ANY PROPRIETOWPARTNERIEXECU't'IVE E.L.EACH ACCIDENT $1 000000 B 'OFFICEIa/MEMBEREXCL'UDED� ❑ NIA 12WECKZ6547 06/01/19 06/01120 (Mandatory In NH) E L.DISEASE EA EMPI.OYEF $1,000 0010. Ifs S, de5crihe ultdar „. . D iCRIPTI N F I,1NS hedow E.L.DISEASE-POLICY LIMIT $1,000,000 D Excess Liability ZUP-51 N208"85-1'9-NF 09/1312019 09/1312020 5,000,000 Occurrence C Pollution Liability CPO 28802609 07/1912019 07/1912020 1,000,000 Occurrence DESCRIPTION OF OPERATIONS f LOCATION'S t VEHICLE'S (ACORD 101,Additional Remarks Schedule,may be attached if more slpace Is required) Certificate holder is named as a additional insured with respect to work done by the insured on their General Liability Policy CERTIFICATE(HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION (DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Po Box 1179 Southhold,NY 11971 AUTHORIZED(REPRESENTATIVE a 1988-2014 ACORD CORPORATION. All rights reserved.. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ALL- POINTS T C1-1C�OI LO Y CORPORATION STRUCTURAL ANALYSIS REPORT 130' SELF-SUPPORTING TOWER PECONIC,NEW YORK Prepared for Verizon Wireless Verizon Site: Peconic December 16, 2019 f NEw co APT Project 4NY141.8502150 11 3 SADDLEBROOK DRIVE KIILINGWORTH,CT 06419•PHONE 860-663-1697 FAX 860-663-0935 (J 116 GRANDVIEW ROAD CONWAY,NH 03818-PHONE 603-496-5853•FAX 603447-2124 STRUCTURAL ANALYSIS REPORT 130' SELF-SUPPORTING TOWER PECONIC, NEW YORK prepared for Verizon Wireless EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a structural analysis of this 130- foot self-supporting tower. The analysis was performed for Verizon Wireless's proposed replacement of three existing remote radio heads (RRHs) and installation of three new RREs as detailed below. Our analysis indicates the tower meets the requirements of the New York State Building Code with the proposed equipment changes. Evaluation of the existing base foundations could not be conclusively performed. See narrative herein. Usage values are as follows: Les 48% Bracing 90% .1..................... INTRODUCTION: A structural analysis was performed on the above-mentioned communications tower by APT for Verizon Wireless. The tower is located at 41450 Main Road in Peconic,New York. APT previously climbed the structure on December 7, 2015 to record information regarding physical and dimensional properties of the structure and its appurtenances. The tower site was mapped by others on November 11,2019 for this particular analysis. The analysis also utilized a structural analysis by KM Consulting Engineers, Inc., KMCE Project #090507.00 Revision 4 dated August 25, 2010, and proposed equipment changes proposed by Verizon Wireless. The analysis was performed in accordance with the New York State Building Code and TIA- 222 using the following antenna inventory(proposed equipment shown in bold text): ........... ...... All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Se�f-Supporting Tower, Peconic, AT Page 2 Verizon Site:Peconic APT Job #NY1418502150 ... ....... Antenna Flev.....- Mount Coax. SP2-5 microwave dish 135' Pipe mount 5/81, (2)VHLP21 I W-RR I C microwave dishes 134'-6" Pipe mount (2)3/8" 8' omnidirectional whip 133' Pipe mount 7/8" 20' omnidirectional whip 132' Pipe mount 7/8" (9)NNHH-65A-R4 panels, (12)RRHs, "squid"D-box 128' (3) 10' sector mounts (2) 5/8" over,fiber (3)LNX-6515DS & (6)AIR 21 B2A-B4P panels,(3)TMAs, 117' (3) 14' sector mounts (12) 1-1/4" (3)RRUS-I I B 12 RRHs �i(6)SBNHH-ID65B &(3)DBXNH-8585B panels, 100' (3) 15' sector mounts (6)7/8", (3) (3)B13 RRJ-14x30 RRHs, (3)AirSicale RRH B2/B66a 1-1/4" 320W AHFIC RRHs, (3) AirScale FJRH B5/B13 320W hybrid, 1/2" AHBCC RRHs, (3)Raycap RDC-3315-PF-48 J-boxes, �8' yaEi, (4)20' onini whips(2 inv.), GPS 1 1 5' yagi 93' Leg 7/8" Vacant mounts 89.5' (3) 12' sector mounts N.A. 3' omnidirectional whip, 5' omnidirectional whip, SG40 I- 79' On sector mount below (4) 1/2" SF I SNF omnidirectional whip, BAI 0 12-1 omnidirectional Whip (2)3' yagi, 2'yagi 75, 12' sector mount (2) 1/2", 7/8" Andrew DB404-B(5' 4-bay dipole) 76' 3' sidearm 7/8" V square panel 74' Leg Cat5e .......... Andrew DB404-B(5' 4-bay dipole) 62' 13' sidearm 7/8" IVacant mounts 39 1 Currently installed—six SBN-HH-ID65B& three DBXNH-8585B panel antennas, three B13 RRH4x30 RRHs, three B66a RRH4x45 RR_Hs,three Rayeap RDC-3315-PF-48 junction boxes, one 8' yagi and four 20' onmi whips (2 inv.)fed by six 7/8",three hybrid lines and one 1/2". STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with the New York State Building Code and TIA-222, Revision G (TIA), Structural Standard for Antenna Supporting Structures and Antennas. All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Se�f-Supporting Tower, Peconic, AT Page 3 Verizon Site:Peconic APT Job #NY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 Miles per hour with no ice and 50-mph with 1/4" radial ice in accordance with the TIA-222-G standard for Suffolk County,New York. The following additional design criteria were used: Structure Class: 11 Topographic Category: I Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Legs �cin 110'-130' 15% 26% 901-110, 31% 55% 70'-90' 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% 10'-3 0' 43% 74% 01-10, 46% 90% Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or construction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. Factored base reactions imposed with the equipment changes were calculated as follows: Compression: 276.1 kips Uplift: -239.2 kips Shear: 29.9 kips Overturning Moment: 3902 ft-kips All-Points Technology Corporation 116 Grandview Road 3 Saddlebirook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Setf-Supporting Tower, Peconic, AT Page 4 Verizon Site: Peconic APTJob #NY1418502150 CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates that the 130-foot self-supporting tower located at 41450 Main Road in Peconic, New York meets the requirements of the New York State Building Code with Verizon Wireless's proposed equipment changes. Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or construction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. LIMITATIONS: This report is based on the following: 1. Tower is properly installed and maintained. 2. All members are in an undeteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition. 6. All tower members were properly designed, detailed, fabricated, and installed and have been properly maintained since erection. All-Points Technology Corporation, P.C. (APT) is not responsible for modifications completed prior to or hereafter which APT is not or was not directly involved. Modifications include but are not limited to: 1. Replacing or strengthening bracing members. 2. Reinforcing vertical members in any manner. 3. Adding or relocating torque arms or guys. 4. Installing antenna mounting gates or side arms. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which is contrary to that which is contained herein, ,or you are aware of any defects arising from the original design, material, fabrication and erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation, or conclusion not expressly stated herein. All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 4196-5853 (860) 663-1697 Appenaix Tower Schematic DESIGNED,,WPURTEI'MCE L0,10ING ............. .............................. TYPE ELEVAMN TYPE ELEVATION .................. 5. 1 rz Mount 1-30 ALU 813 RRHU30 w(b 1017 1300 It plip" ""r!Cket l I'll -11............... VA 112"P�ipe Mount ALU 813 RRH4x3O wiloracket(Vzw) Im .......... 11Z Pipe Mount ALUBISRRH4)00wibmckcr-(V-z' 1,00 ............. ....... ................. .. F x T.omq Whip 130 AirScale R,RH B2/1366a 320W AHFIC 100 VA 1/2'Pipe Mount 130---P�zW!roposed) .. .......... ......... 20'XZ'torrid whip 1� ---------- ArScwe RRH M866a 320WAHFIC Im --(VzW proposed) 5'A 1/2"Pipe K46uM IIM .................... ArSure RRH 8?.A�a 32ol 100 2'dish with radome 130 (VzW proposed) 130 .................. ........ .......... ............... fidrScalo RRH 85IB13 320WAHEICC IDO RaCJioWaVe$,5P2-M 130 l proposed) �ilL4)_�ncsson RRUS 11 B12 A7D 126 R-RH S"S/B13'3'2'G-W-'-A—HBCC -300 .......... (4)Ericsson.RRUS-11 at 2(A 928 (VZW proposed) (4)Ericsson RRUS-11 812(ATI) 128BCC 1 (VZVV proposed) 16 Rayosto DC(5415150�18-6F squid(ATT) 128 1 DO I!jsedof murt(ATI) 128 Raymp RDC-3315-PF-48 jl�b V� W) 01�I�v sector munt fl� i�! WO sector munt i(AT:Q 128 RaympRDC-3315-PF4SJ-box(VZVV) 100 .......... P -i-2 4 D659 CVzVV) 100 or (3)NN�P:g!;�A'W�5 j2)MNHH--....... '�3)NNHH-65A.R4(ATI) 128 nl�L!-eclor MOU-14 l —100 (3)NNHH:i- ...... iii IS sectormound(Vzvv) -100- - -------- ............. 21Y x 2.5"lo mrsi whip(VzVV) 12Z-100 IF sector mound(VZV14 IDU ............ x .5"omnjWftji(Vz" 122-102 $BNHH,i D65B(VZW ..... ...........- (2)AJR21 BZANPIparil 117 20'x2.5om01whpCVz" -00-8 0 Ericsson Z Z O�X2-5' W -L ev S'Yagi D3 ra Eticssaft RRUS,11(T-Mobile,) ..o 117 Qi�Mobffe) 117 1Z T-frame sector r mrd(vacad mu 117 1Z T4rams sector mrl(val�Unt) il iz T-frame sedor mot�Vacawrr�uw� '5 XRY 11271Y2 2 7 V2 TM,�(r-Mo bile) 117 6�KRY TMA 6��.......... xi"aml 54-79 BAID12-1 omni '�3-—79 14'sedor mount(T-Mobile) 1 3"x I"amrd whip 82-79 14'sedor mount(T-Mobile) 117 SG401-SF1iWF-' 31-79 (2)AIR 21 B2A B41P p,aml(T-Mobile) 117 DB404 76 (2)AIR 21 62A B4P parer(r-Mobile) 1 ,,,..,- 3"sidearm ....76 .......... ... ... �117 IZ T'frame sector mrit 75,5 LNX-6515DS-T4M(T 3.Yam 75 -Mobile) .................... LNX-6515MT4M fr-Mobile}. 117 3'YA2 75 -yag� GPS on 3'31-dall(Vz" 105 8'Yagi(VZVV) 1--102............... �2) de 3'siain 6: Dami-t-rimm-wild(VZW De404— z Z sidearm 39.5 DBX*1-6585B-VTM(VzVV) 100 .......... 30.0 8 s1 ........... Et rti ............................ 8 0� .411-Pail l Techn,0109Y Corp.,AC 130'Self,�ort'lfna Tower 116 Grandview Road FOW—OW-1-445-0-2150 Pecoll E—----- r Phone,(603)496-5853 It);I awnby Conway, NH 03818 "1"' Veflzonwirek Rb -1 ..�dai — ,- - C"o' I lA-22 2-G ale;12J 16/19 S-W, NTS FAk 6031441-2124 "Tf-111,U-1. l No'E-1 MATERIAL STRENGTH GRAtJE FY Fu GRADE F Fu .........,. 130a,0 ry.0 AS72 50 50 ksi 65 W A,36 36 ksi 58 k%i a 1110.tl fl a � iu W a IA u d z .,., 50.0 f ALL REACTIONS -- ARE FACTORED MAX CORNER REACTIONS AT BASE, DOVW: 2761001b SHEAR- 299011b m... UPLIFT: -239177lb 30.0 n SHEAR- 26510 lb AXIAL 106976lb SHEAR � MOMENT 12605lb � 984i851b-ft 53 TORQUE 1261 lb-ft - 50 mph 4MND-0.7500 In ICE un 10.rn n AXIAL 48696 lb „ SHEAR MOMENT 48503/b m 1 39016651b-ft TORQUE 6324lb-t' REACTIONS-105 mph KIND c (7 0 o U up m o ❑ z 5 u . All Pohits Technology Corp., P.C tiae:130'Se►f S adver... ........ 116 Grandview IRoad P00 ,1418502150Pecunk -_ da� 1t.,�. ..__.. ....m. .......... Conway, NH 63818 1f ° Vurxr�aa"L Wireless °` ."� Adailr a�Pd -- f�cob Pficane:(609�49�r5853 rn'dr rl 22. G Me 12d16119 5calm INTS FAK 6031 447-2124 PakN kre9.tlHCYINa ,Mwou '1 sdvWn NI SEAYIi as Appendix Calculations { wr Job Page 130' Self-Supporting Tower 1 of 12 Project Date All-Points Technology Corp.,P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX 603)447-2124 Rob Adair T r Inputbata The main tower is a 3x free standing tower with an overall height of 130.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 17.33 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: ASCE 7-10 Wind Data is used(wind speeds converted to nominal values). Basic wind speed of 105 mph. Ultimate wind speed of 136 mph. Structure Class H. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Wind 180 Wind 90 4, Q v �C�o o� Leg C �z Leg B Face C Wind Normal t"rfan uhir° rower Job Page lnxTow tip 130' Self-Supporting Tower 2 of 12 Project Date All-Poin1s Technology Corp.,P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX 603)447-2124 Rob Adair Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ....--...- T1 130.00-110.00 4,00 1 20,00 T2 110 00-90.00 6.05 1 20.00 T3 90 00-70.00 8,10 1 MOO T4 70.00-50.00 10.15 1 20,00 T5 50.00-30.00 12,21 1 20,00 T6 30.00.10.00 14.26 1 2000. T7 10.00-0,00. _ .16.31 1 10.00 Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End __�.... t Panels in in .____ T1 130,00-110.00 5.100 X Brace Ilro Steps 0.0000 0.0000 T2 110,00-90.00 6.67 X Brace No Steps 0,0000 0,0000 T3 90,00-70,00 6.67 X Brace No Steps 0.0000 0,0000 T4 70.00-50.00 6,67 X Brace No Steps 00000 00000 T5 50,00-30.00 5.00 Double K No Steps 0,0000 00000 T6 30DO-10.00 5.00 Double K No Steps 0.0000 0,0000 T7 MOO-0.00 5.00 Double K No Ste s 0,00010 0,0000 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Sire Grade fit, Tl 130.00-1 MOO (Solid Round 3 -� A572-50 Equal Angle L2 1/2x2 1✓2x3/16 A36 (50 ksi) (36 ksi) T2110.00-90,00 Solid Round 31/2 A572-50 Equal Angle L21/2x21✓2x3/116 A36 (50 ksi) (36 ksi) T3'90 00-70,00 Solid Round 4 A572-50 Equal Angle L3x3x3/16 A36 (50 ksi) (36 ksi) T4 7000-50 00 Solid Round 4 A572-50 Equal Angle L3x3x3/16 A36 (50 ksi) (36 ksi) T5 50,00-30,00 Solid Round 4 A572-50 Double Equal 2L2 1/2x2 1/2x3✓16 A36 (50 ksi) Angle (36 ksi) T6 30,00-10.00 Solid Round 4 1/2 A572--50 Double Equal 21-2 1/2x2 1/2x3/16 A36 (50 ksi) Angle (36 ksi) T710.00-0.00 Solid Round 41/2 A572-50 Double Equal 2L2 1/2x2 1/2x3/16 A36 50 ksi) Angle (36 ksi) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade T)>pe Sire Grade fit.. .--.. _....--._�.-._.-... _. _-,__�...�.�...-�...._.....m_._.......-�.-....w,..-.. T1 130.00-110 00 Equal Angle L2x2x1/8 A36 Solid Round A36 (,36 ksi (36 ksi Tower No A1id Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade l j pe Sipe Grade Mid Girts _ T5 50 00-30,00 None Flat Bar A36 Equal Angle L2 1/2x2 1/2 1✓2x3/16 A36 (36 ksi) (36 ksi) T'6 30,00-10,00 None Flat Bar A36 Equal Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T7 10 00-0.00 None Flat Bar A36 Equal Angle 1.2 1/2x2 1/2x3/16 A36 tnxTower Job Page 130' Self-Supporting Tower 3 of 12 All-Points Technology Corp., Project Date P,C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NIT 03815 Client Designed by Phone. (603)496-5853 Verizon Wireless Rob Adair FAX 603)447-2124 Tower No. Afid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid „ft Girls (36 ksi (36 ksi. Tower ,Section Geom6t CO�WA Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade T5 50,00-30 00 Solid Round A512-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T6 30.00-10.00 Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 1(50 ksi) (36 ksi) T710.00-0.00 Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 50 ksi) (36 ksi) Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. ➢Weight tkfult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Spacing Diagonals Iforizontals Redundants - t t" to in in in 1 0.00 0.0000 A36 1 1 1 36,0000 36.0000 36.0000 130,00-110.00 (36 ksi) T2 0.00 0,0000 A36 1 1 1 36,0000 316,10,000 36.0000 110,00-90,00 (36 ksi) T3 90.00-70,00 0,00 0,0000 A36 1 1 1 36.0000 36,0000 36.0000 (36 ksi) T4'70.00-5D.00 0,00 0.0000 A36 l 1 1 36.0000 36.0000 36,0000 (36 ksi) TS S0.00-30.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) T6 30,00-10,00 0.00 010,000 A36 I 1 1 36:0000 36.0000 36,0000 (36 ksi) T710.00-0.00 0.00 0,0000 A36 1 1 1 36,0000 36.0000 36.0000 36 ksi K Factorsr Tower Calc Calc ..Legs Y K Single Girls Iforiz. Sec. Inner mITp Elevation K 1. Brace Brace Diags Hori_z. Brace Single Solid Diags Dugs Angles Rounds X X X X X Y Y .. Tt Y 1 Y Y Y Y Y._ 1 No No 1.---- . G 1 1 1 1 1 1 130,00-110.00 T2 No No 110,00-90 00 1 1 1 1 1 q 1 T3 No Na I 1 1 ➢ ➢ I 1 1 90,00-70,00 1 I 1 ➢ 1 1 1 T4 No No 1 1 I I 1 1 1 1 70.00-50 00 ! I 1 1 ➢ 1 1 T5 No No I 1 1 1 1 1 1 1 50,00-30,00 l I q 1 1 I 1 T6 No No 1 1 q 1 1 1 1 1 30,00-10.00 1 tl 1 1 1 ➢ I 'r710,00-0.00 No No 1 1 I l 1 1 I I I tl 1 1 1 ➢ 1 MxTower Job i Page 130' Self-Supporting Tower 4 of 12 Project Date All-Povirtts Tec%rtnloy Corp.,P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX 603)447-2124 Rob Adair 'Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applied to the overall length. Tower Leg Diagonal Top Girl Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ,ft Net Width U Idet Width U Net Width U Net U Net U Net U Net U Deduct Deduct I Deduct Width Width Width Width in in I in Deduct Deduct Deduct Deduct in in in in T1 0.0000 t 00000 075 0.0000 0,75 0,0000 10,75 0.0000 0,75 0,0000 0,75 0.0000 0,75 130.00-110,00 T2 0,0000 1 0.0000 075 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0,75 0,0000 0,75 110.00-90.00 T3 90.00-7D-00 00000 1 0,0000 0.75 00000 075 0,0000 0.75 0.0000 0.75 0.0000 075 0,0000 071 T4 70,00-50,00! 0.0000 1 0.0000 075 0.0000 075 0,0000 0.75 0.0000 075 0.0000 0.75 0.0000 10.'75 T5 50,00-30,00 0A000 I 0,0000 0,75 0.,0000 0,75 0.0000 0.75 0.0000 075 0,0000 075 0.0000 0.75 T6 30,00-10,00 0.0000 1 0.0000 075 00000 0.75 0.0000 0.75 00000 0,75 1 00000 075 0.0000 0.75 T7 10.00-0.00 0,0000 1 0.0000 075 0„0000 0.75 0.0000 0,75 0,0000 0.75 0.0000 0 75 0.0000 0.75 Tower Leg Leg ,Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal ,Short Horizontal Elevation Connection Type _ Bolt Size No. Bolt size Na. Bolt Size No. Bolt Size No. Bolt Size No, Bolt Size No Bolt Size Nc" in in in in m in in T1 Flange 0,7500 6 0.1560 1 0.6250 1 0.6250 0 0,6250 0 0,6250 0 0,6250 0 130.00-110.00 A325N A325N A325N A325N A325N A325N A325N T2 Flange I.0000 6 0,7500 1 06250 0 0.6250 0 06250 0 06250 0 0.6250 0 11000-90.00 A325N A325N A325N A325N A325N A325N A325N T3 90,00-70,00 Flange 1.0000 6 03500 1 0,6250 0 0.6250 0 0,6250 0 0,6250 0 0,6250 0 A325N A325N A325N A325N A325N A325N A325N T4 70,00-50.00 Flange 1 1250 6 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 50 00-30.00 Flange 1 1250 6 0.6250 1 0,6250 0 106250 0 0.6250 0 0,6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A3251*1 T6 30 00-10.00 Flange 1.2500 6 0.6250 1 0,6250 0 0.6250 0 0,6250 10 0,6250 0 0 6250 0 A325N A325N A325N A325N A325N A325N A325N T7 10.00-0,00 Flange 20000 6 1 0,6250 1 0,6250 0 0.6250 0 0,6250 0 li 06250 0 0,6250 0 A325N ELA325N A325N A325N A325N Feeld Line/Li Appurtenances H E lteted As Round Or Flat Description Face Allow Exclude Component Placement Face Lateral 4 4 Clear Width or f eritneter IYeight or Shield From f"ype Offset Offset Per Spacing Diameter Leg Torque ft In (Frac F�W) Row in in in p�f Calculation 3/8"safety A No No Ar(CaAa) 130.00- 4.0000 0 1 1 03750 0.3750 0,22 cable 0,00 Climbing A No No Af(CaAa) 130,00- 0.0000 0 1 1 3.0000 3.0000 790 Ladder 0 00 518 B No No Ar(CaAa) 130.00- 0.0000 0.09 1 1 06250 06250 0.40 8,00 3/8 6 No No Ar(CaAa) 130,00- 0.0000 0.09 2 2 04400 0.4400 0.08 8 00 7/9 B No No Ar(CaAa) 130,00- 0,0000 -0,05 1 1 1 1100 1 1 100 0.54 8 00 tnxTower 'o' Page 130' Self-Supporting Tower 5 of 12 All-Poinis Technology Corp., Project Date 1.C, NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by Phone.-(603)496-5853 Verizon Wireless Rob Adair FAX.-603)447-2124 Description Face Allow Exclude Component Placement Face Lateral U Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (Trac FT19 Row in in in pIf Calculation B No No Ar(CaAa) 130 00- 00000 -0 08 1 1 1 1100 1.1100 0.54 8,00 1 114 C No No Ar(CaAa) 117,00- -2.0000 -0.3 12 6 07500 1.5500 0,66 (T-Mobile) 8.00 7/8 A No No At(CaAa) I00.00- 00000 -0.35 8 9 1 1100 1.1100 054 (Vzw) 8.00 5/9 power A No No Ar(CaAa) 128.00- 10.0000 0.22 2 2 06450 0,0000 0,40 (AT&T) 8,00 2"conduit A No No At(CaAa) 128,100- 0.0000 0.22 1 1 20000 2,0000 2,00 (AT&T) 8.00 5116" A No No Ar(CaAa) 128,00- 00000 0,22 1 1 10.3125 0.0000 025 Fiberoptic 8,00 cable (AT&T) 7/8 C No No Ar(CaAa) 62.00-8.00 00000 -0.28 1 1 1,1100 1.I I GO 0,54 7/8 B No No AY(CaAa) 93,00-8.00 0.0000 0.08 1 1 1,1100 1 1100 054 Cat 5e B No No Ai (CaAa) 7400-8.00 00000 0,08 1 1 03125 0,3125 002 7/8 B No No Ar(CaAa) 75.00-8,00 0,0000 0,08 1 1 1.1100 1.11010 0,54 1/2 B No No Ar(CaAa) 75,00-8 00 0,0000 0.08 2 2 05800 058010 0.25 1/2 B No NO Ar(CaAa) 79.00-8.00 0-0000 0.08 4 4 0.58010 0.5800 0,25 Feedline A No No Af(CaAa) 100.00- 0,0000 0.35 1 1 3.0000 3,00,00 8,40 Ladder(Al) 8.00 Feedline B No No Af(CaAa) 130.00- 0.0000 0 1 1 3,0000 3,0000 840 Ladder(A� 800 Feedline C No No Af(CaAa) 115,00- 0,0000 -0.3 1 1 30000 3-0000 840 Ladder(Af) 8,00 Feedline C No No Af(CaAa) 13,000- 0,0000 0 1 1 3,0000 3,10000 8.40 Ladder(Al) 8,00 Feedline C No No Af(CaAa) 90,00-800 00000 0.15 1 1 3.00,00 3,10000 840 Ladder(Ag r Loads Discrete'ToWe Description Face Offset Offsets: A--onuth Placement G4Aj CAAA Weight or Type Horn Adjustment Front Side Leg Lateral Vert ft f? Jr' fiz lb ft _5`x4 1/2-Ppe'Mount A None 0.0000 130,00 No Ice 139 1 39 5390 1/2"'Ice 2 08 208 69.94 1"Ice 240 240 8965 5'x4 1/2''Pipe Mount B None 0,0000 130,00 No Ice 139 139 53,90 1/2"Ice 2 08 2.08 6994 1"Ice: 240 2,40 89,65 Tx4 1/2"Pipe Mount C None 00000 13000 No Ice 1 39 1,39 53,90 1/2"Ice 2.08 208 69.94 1"Ice 240 240 89,65 8'x V canni whip B From Face 0.50 0,0000 130,00 No Ice 0,80 080 3000 0,00 1/2"Ice 162 1.62 37,43 3,00 1"Ice 2A5 245 50,01 5',x4 1/2'"Pipe Mount B None 00000 130.00 No Ice 139 1 39 5190 1/2"Ice 208 208 69,94 1"Ice 240 240 8965 20"x 2"omni whip A From Face 0,50 100000 13000 No Ice 4.00 4,00 4500 0,00 1/2"Ice 6,03 6,03 7577 2,00 1"Ice 807 807 119 12 InxTower Job 130' Page Self-Supporting Tower 6 of 12 Project Date All Points Technology Corp., P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,XH 03818 Client Designed by Phone' (603)496-5853 Verizon Wireless FAY.-603)447-2124 1 Rob Adair Description Face Offset Offsets: Azimuth Placement Cp4A C444 Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft, lb ft 5'x4 1/2"Pipe Mount A None 0,0000 130,00 No lee 1.39 139 ........ 3�9O 1/2"Ice 2.08 2.08 69.94 1"lee 2.40 2.40 89.65 (3)NNHH-65A-R4 A From Face 3.00 0.0000 128.00 No Ice 9.09 4,18 67,20 (AT&T) 0.00 IJ2"Ice 9,49 4.52 12370 &00 1 Ice 9.90 417 185.73 (3)NNHH-65A-R4 B From Face 3,00 00000 128.00 Nolce 9.09 4,18 67,20 (AT&T) 000 1/2''Ice 9A9 4 52 12330 0,00 V Ice 9.90 4.87 185,73 (3)NNHH-65A-R4 C From Face 3.00 0.0000 128.00 No lee 9.09 4.18 6720 (AT&T) 0.00 1/2"lee 9.49 4 52 123.70 0,010 V Ice 9.910 4,87 185.73 (4)Ericsson RRUS-1 I B12 A From Face 150 0.0000 128.00 No Ice 2.79 1.02 55,00 (AT&T) 0-00 1/2"lee 3.100 1,16 75.86 0.00 V Ice 3.21 1,30 99.77 (4)Ericsson RRUS-I I B 12 B From Face L50 0,0000 128,00 No lice 2.79 L02 55,00 (AT&T) 0,00 1/2"Ice 3.00 1.16 75.86 0.00 111,Ice 3.21 1,30 9937 (4)Ericsson RRUS-I I B 12 C From Face 1.50 0 0000 128,00 No lee 2,79 1.102 55.00 (AT&T) 0,00 1/2"Ice 3.00 1.16 75,86 0,00 1"Ice 3,21 1.30 99.77 Rayeap DC6-48-60-18-8F C None 0.0000 128,00 No lee 0.74 0.74 30,00 squid 1/2"Ice L20 1.20 44.34 (AT&T) V lee 1,37 137 60.93 10'sector mount A None 00000 128,00 No Ice 7-58 3.79 300.00 (AT&T) 1/2"Ice 10.73 536 350.00 1"lice 13 88 6,94 425,00 10'sector mount B None 0.0000 12&00 No Ice 758 3.79 300.00 (AT&T) 1/2"'Ice 10,73 536 35000 1"Ice 13.88 6.94 425.00 10'sector mount C None 0.0000 12800 No Ice 758 3.79 300.00 (AT&T) 1/2"Ice 10.73 5,36 350,00 1"Ire 1188 6.94 425,010 LNX-6515DS-T4M A From Face 300 00000 117,00 No Ice 11.39 7.66 50.00 (T-Mobile) 0.00 1/2''Ice 12.01 825 115,61 0.00 V Ice 12.63 8.84 188.87 LNX-6515DS-T4M B From Face 3.00 0.0000 117.00 No lee 11.39 7,66 50D0 (T-Mobile) 0.00 1/2"lee 12,01 8.25 115.61 0.00 V Ice 12.63 8,84 188,87 LNX-6515DS-T4M C From Face 3,00 0.0000 11700 No lee 11,39 766 50,00 (T-Mobile) 0,00 1/2"Ice 12,01 8.25 115,61 0.00 11"Ice 12-63 8 84 188,87 (2)AIR 21 B2AB4Ppanel A From Face 2.010 100000 117,00 No lice 6.09 4,31 95.00 (T-Mobile) 0.010 1/2"Ice 6.46 4.166 13689 0.00 1"fee 6,84 502 183.90 (2)AIR 21 B2AB4I`panel B From Face 100 00000 117,00 No lee 6.09 431 95.00 (T-Mobile) 0.100 1/2"Ice 646 466 13689 0.00 1"lee 6,84 5.02 183 90 (2)AIR 21 132A B4P panel C From Face 2.00 00000 11700 No lee 16 09 431 95-00 (T-Mobile) 0.00 1/2"Ice 16.46 466 136,89 0.00 1"lice 6.84 5,02 183,90 Ericsson RRUS-1 I A From Face 3.00 0,0000 1 17 00 No Ice 279 1.02 5500 (T-Mobile) 0,00 1/21"Ice 3.00 1 16 75.86 �0.00 P Ice 3,21 1.30 99.77 Ericsson RRUS-I I B From Face 3.00 0.0000 117 00 No Ice 279 102 55.00 (T-Mobile) 10.00 1/2"Ice 300 1 16 75.86 0.00 1"Ice 3,21 130 99.77 MxTower Job Page 130' Self-Supporting Tower 7 of 12 All-Points Technolggy Corp., Project Date P,C NY14185O215O Peconic 12:13:26 12/16/19 116 Grandview,Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.-603)447-2124 Rob Adair 1Jescrzption Face Offset Offsets: Azimuth Placement C'A4 C.A.4 Weight or Typie Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft, lb ft ft Ericsson RRUS-1 I C From Face 300 0.0000 117,00 No Ice 2.79 102 55,00 (T-Mobile) 0.00 ➢/2"Ice 300 1.16 75.86 0.00 V Ice 121 1,30 99.77 KRY 112 7 1/2 TMA A From Face 3.00 0,0000 117,00 No Ice 0.63 039 15,00 (T-Mobile) 0.00 1✓2"Ice 0.74 048 20.32 0,00 1"Ice 0.85 0.58 27.27 KRY 112 7 1/2 TMA E From Face 3.00 0.0000 117,00 No Ice 0,63 0.39 1500 (T-Mobile) 0.00 1/2"Ice 0.74 Q48 20,32 0.00 VIce 0,85 0.58 27.27 KRY 112 7 1/2 TMA C From Face 3.00 00000 117.00 No Ice 0,63 0.39 15.00 (T-Mobile) 0.00 1/2"Ice 074 0.48 20,32 0.00 1"Ice 0.85 0.58 27,27 14'sector mount A Novae 0.0000 117.00 No Ice 10.80 5.40 475.00 (T-Mobile) 1/2"'Ice 12,38 6.19 70000 F'Ice 13.88 6,94 950.00 14'sector mount B None 0.0000 117.00 No Ice 10.80 5.40 475,00 (T-Mobile) 1/2"Ice 12,38 6.19 700.00 I"Ice 13,88 6,94 950.00 14'sector mount C None 0.0000 t 17,00 No Ice 10.80 5.40 475.00 (T-Mobile) 1/2"Ice 1238 6.19 700.00 1"Ice 13,88 6.94 950.00 20'x 2 5"omni whip B From Face 3.00 0.0000 122.00-100.00 No Ice 5 00 500 50,00 (VCW) 0,00 1/2"Ice 7.03 7.03 86.96 0.00 1"Ice 907 9.07 136,55 8'Yagi B From Face 3.00 00000 102.00 No Ice 2,40 0.07 6000 (VzW) 0.00 1/2"Ice 2.95 0.1 I 82,30 10,00 P Ice 3.51 0'16 111.40 20'x 2 5"cram whip C From Face 3.00 0.00i00 122.00-102.00 No Ice 5.00 5.00 50.00 (VzW) 0.00 1/2"Ice 7.03 7,03 86.96 0.00 1"Ice 9.07 9.07 136.55 20'x 2.5"'omni whip A From Face 100 00000 80 00-I00.00 No Ice 5,00 500 50DO (VzW) 0 00 1/2"Ice TO 7,03 86.96 0.00 P Ice 9.107 907 136.55 20'x 2.5"omni whip C From Face 3.00 0.0000 80.00-100.00 No fee 5.00 5.00 5000 (VzW) 0.00 1/2"Ice 7.03 7.03 86.96 0.00 P Ice 9,07 9,07 136,55 (2)SBNHH-➢D65B A From Face 300 00000 100,00 No Ice 8.08 5,34 45,00 (VzW) 0.00 ➢J2"Ice 8.53 5.79 95,05 0.00 P Ice 9.00 6.26 151.20 (2)SBNIIH-ID65B B From Face 3.00 0.0000 100.00 No Ice 8.08 5,34 45.00 (VzW) 0.00 1/2"Ice 8.53 579 9505 0.00 1"Ice 9.00 626 151.20 (2)SBNHH-ID65B C From Face 3 00 0.0000 100.00 No Ice 8,08 5.34 45.00 ('` ZW) 0�00 1/2"Ice 8.53 579 95.05 0.00 1"ice 9.00 6.26 151.20 DBXN➢-I-8585E-VTM A From Face 3.00 0.0000 100.00 No Ice 8.15 541 50.00 (VzW) 0,00 1/2"Ice 8.61 5,86 10038 0,00 F'Ice 9,07 633 156.89 DBXNI-I-8585B-VFM B From Face 3.00 0,0000 100,00 No Ice 8.15 5,41 50,00 (VzW) 000 1/2"Ice 8,61 586 10038 0.00 V Ice 907 633 156 89 DBXNII-8585E-VTM C From Face 300 00000 10000 No Ice 8.15 5,41 50,00 (VzW) 0.00 1/2"Ice 8.61 5.86 1100.38 0,00 V Ice 907 633 156,89 ALU B 13 RRH4x30 A From Face 3.00 0.0000 10000 No Ice 2.16 1.80 60.00 w/bracket 0.00 1/2"Ice 2,35 1.98 80.73 (VzW) 0.00 P Ice 2.55 2 17 104.49 ...MxTower Job Page 130' Self-Supporting Tower 8 of 12 Project Date All-Points Technology Corp.,P.C NY14185O215O Peconic 12:13:26 12/16/19 116 Grandview Road Conway,Yff 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX 603)447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement CAjAA CA,a Weight or TYpe Horz Adjustment From Side Leg Lateral Inert ft 0 f ft' ft' lb ft t _ ALU B 13 RRH400 B From Face 3.00 0.0000 100,00 No Ice 2 I6 1,80 60,00 w/bracket 0.00 IJ2"Ice 2,35 1 98 80,73 (VaW) 0.00 1"'Ice 255 2,17 104.49 ALU B13 R.RI-I400 C From Face 100 0.0000 100,00 No Ice 2.16 1.80 60.00 wv/bracket 0.00 1✓2''Ice 235 1.98 80.73 (VzW) 0.00 1"'Ice 2,55 2.17 104,49 AirScale RRII B2/B66a A From Face 3.00 0.0000 100.00 No Ice 222 133 80 00 320W AHFIC 0.00 1/2"Ice 241 149 97.84 (VzW proposed) 0.00 V Ice 2.61 1,66 118.55 A1rScale RRH B2/B66a B From Face 3,00 0.0000 100.00 No Ice 2.22 133 80,00 320WAHFIC 0.00 1/2"Ice 2,41 L49 97.84 (VzW proposed) 0.010 V Ice 2:61 1,616 118.55 AirScale RRH 132/1366a C From Face 3.00 0.0000 10000 No Ice 2,22 1.33 80!00 320W AHFIC 0.00 1✓2"Ice 141 1.49 97.84 (VzW proposed) 0.00 ➢"Ice 2.61 ➢.66 118.55 AirScale R.RII B5/B13 320W A From Face 3.00 00000 100.00 No Ice 222 1,38 85.00 AHBCC 0.00 1/2''Ice 2,41 1,54 103.18 (VzW proposed) 0.00 VIce 2,61 1,71 12415 AirScale R.RII 135/B13 320`V1t B From Face 3:00 0.0000 100,00 No Ice 2,22 1.38 85.00 AHBCC 0.00 1/2"Ice 2,41 1.54 103.18 (VzW proposed) 0,00 I"'Ice 2.61 1,71 124.25 AirScale RRII B5/B13 320W C From Face 3.00 0.0000 100.00 No Ice 2.22 1,38 85.00 ABBCC 0,00 1/2"Ice 2.41 1.54 103.18 (VzW proposed) 0.00 1"Ice 2.61 1.71 124.25 Raycap RDC-3315-PF-48 A None 0.0000 100,00 No Ice 251 1,64 30.00 J-box I/2"Ice 2.71 181 52.86 (VzW) 1"Ice 2.91 1,98 78.84 Raycap RDC-3315-PF-48 B None 0.0000 100.00 No Ice 251 1.64 30.00 J-box 1/2"Ice 2 71 181 52.86 (VzW) V Ice 2,91 1,98 78.84 Raycap RDC-3315-PF48 C None 0.0000 100,00 No Ice 2.51 1.64 30,00 J-box 1/2"Ice 2.71 1.81 52,86 (VzW) 1"Ice 291 1.98 78.84 CPS on3'standoff C None 0,0000 106,00 No Ice 0.60 0.60 50,00 (VzW) 1/2"Ice 0.79 0.79 55.81 1"Ice 099 099 63.86 15'sector mount A None 0.0000 100,00 No Ice 9,10 9 10 465,00 (VzW) 1/2"'Ice 12.56 12 56 600.00 1"Ice 15 54 15.54 735.00 15'sector mount B None 0.0000 100.00 No Ice 9,10 9.10 465:00 (VzW) Ii2"Ice 12.56 1256 600.00 1"'Ice 1554 15.54 735.00 15'sector mount C None 0,0000 100.00 No Ice 9 10 9,10 46500 (VzW) 1✓2"Ice 12 56 12 56 600.00 1"'Ice 1554 15,54 73500 5'Yagi B None 00000 93.00 No Ice 1,25 0,04 50.00 1✓2"Ice 1 60 0,07 61.03 1"Ice 1,96 0.11 76,44 12'T-frame sector rant A None 00000 8950 No Ice 10,20 5 10 465,00 (vacant mount) 1✓2''Ice 13,80 6,90 600,00 ➢"Ice 17.40 8 70 735,00 ITT-frame sector meat B None 0.0000 89.50 No Ice 10.20 5 10 46500 (vacant mount) 1/2"Ice 1380 6,90 600,00 1"'Ice 1740 8.70 735,00 ITT-frame sector mnt C None 0,0000 8950 No Ice 10.20 5 10 46500 (vacant mount) 1/2"Ice 1380 690 600.00 1"Ice 1740 870 735.00 MxTower Job Page 130' Self-Supporting Tower 9 of 12 All-Points Technology Corp-, Project Date P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 103818 Client Designed by Phone:,(603)496-5853 Verizon Wireless FAX.,6,031 447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement C4A,q C4IA Wetght or Type Hom Adjustment Front Side Leg Lateral Vert Jft 1 t ft` lb ft Yx I"'ornni whip A From Face 2.00 0.0000 82.00-79.00 No Ice 1030 0.30 15,00 0,00 1/2"Ice 0.54 10.54 17.85 0.00 1"Ice 0,73 0,73 22.79 Tx I"onmi whip A From Face 4.00 00000 84,00-79.00 No Ice 0.50 0.50 20,1010 0.00 112"'Ice 102 1,02 24.68 0.100 P Ice 1.43 1,43 32.68 BA1012-1 ormli A From Face 6.100 0,0000 8100-79,00 No Ice 0.53 0.53 15.00 0.00 1/2"Ice 0,98 OM 19.69 0.010 1"Ice 1.25 1.25 27.35 SG401-SFISNF A From Face 8.00 0,0000 81,00-79.00 No Ice 0.13 0.13 3.00 0.00 1/21"Ice 025 0,25 4,41 OM V Ice 0.36 0,36 TO 2'yagi A From Face 2.00 0.0000 75.00 No Ice 0,20 0,20 1000 0.00 1/2"Ice 0.32 0.32 11.93 0.00 1"'Ice 0,45 0.45 15.35 3'Yagi A From Face 4.00 00000 75.00 NoIce 2.08 2,08 30,95 0.00 1/2"Ice 3 79 3,79 52,87 0.00 V fee 5.52 5,52 85,27 3'Yagi A From Face 6.00 0.0000 75.00 No Ice 2.108 2.08 30.95 0.00 1/2"Ice 379 3.79 52,87 0,00 V Ice 5.52 5.52 85.27 ITT-frame sector mnt A None 0,0000 7550 No Ice 10,20 5 10 465,010 1/2"Ice 13.80 6.90 600,00 1"Ice 17.40 8,70 735M DB404 B From Face 3.00 00000 6200 No Ice 1.14 L14 14-00 0.00 1/2"lee 2,05 2,05 1820 OM I"Ice 2.96 2.96 2140 Tsidearm B None 0,0000 62.00 No Ice 1.43 072 3000 1/2"'Ice 2.18 1.09 65.00 1"Ice 193 1.47 10500 V square panel B None 0.0000 74,00 No Ice 1.20 0.32 1500 1/2"Ice 1,34 0.40 22.91 1"Ice 1.48 0.49 32,76 DB404 B From Face 300 0,0000 7600 No Ice 1.14 1.14 1400 000 1/2"Ice 2.05 2,05 18.20 000 1"'Ice 2.96 2.96 22,40 3'sidearm B None 00000 76.00 No Ice 1.43 0.72 30,00 1/2"Ice 2 18 L09 65,00 V Ice 2.93 1.47 105010 2"sidearm B None 0,10,000 39.50 No Ice 0,95 0,48 20,1010 1/2"Ice 1.45 0.73 35M 1"Ice 225 L13 50,00 F_ Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft t --ft ft" lb _YKiZwith radome B Paraboloid From 0,50 0,0000 13000 2,00 No Ice 3,14 50,00 w/Radome Leg 000 1/2"Ice 341 67,50 4 50 1"Ice 3,68 85,00 2'dish with ra�dome C Paraboloid From 0.50 00000 130,00 2,00 No fee 114 5000 w/Radome Leg 000 1/2"Ice 3,41 6750 InxTower Job Page 130' Self-Supporting Tower 10 of 12 All-Points Technology Corp., Project Date P.0 NY1418502150 Peconic 12-.13:26 12/16/19 116 Grandview Road Conway NH 03818 Client [Designed by Phone: (603)496-5833 Verizon Wireless FAX: 603)447-2124 Rob Adair Description Face Dish Offset Offsets: Aiimuth 3 dB Elevation Outside Aperture Weight or Tipe Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert fit s ft. fta lb 450 1"Ice 3,68 85,00 Rachowaves SP2-2/5 A Paraboloid w/o From 0.50 0,0000 130,00 200 No Ice 3,14 20,00 Radome Leg 0,00 1/2"Ice 341 37.50 500 1 Ice 3 68 5501 "Servi '6 Wi('d Section Elevation Horz. Gov. Tilt Twist No, Deflection Load fl- in Comb. T, 130-110 1.240 12 0.0701 010061 T2 110-90 0,939 12 00662 0,0058 T3 90-70 0,656 12 0,0572 0-0039 T4 70-50 0,413 12 0.0465 0 0027 TS 50-30 0,216 12 0.0334 00018 T16 30-10 0.1088 12 0.0185 001011 T7 10-0 01015 12 0,0062 0.0004 Ure� "M CriticAt Defi'66flohs''' 40n"4,,RddiU icti 0," ffy'A"t" ', eryjcemn,d - � - Elevation Appurtenance Gov. Deflection Tilt Twist Radius If Load Curvature ft Comb. in o P 135,00 Radiowaves SP2-2/5 12 1240 0.0701 0.0061 Inf 13450 2'dish with radome 12 1,240 00701 00061 Inf 13000 5V 1/2"Pipe Mount 12 1240 0,0701 0-0061 Inf 128,00 (3)NNHII-65A-R4 12 1210 0 06'98 0,0061 Inf 12200 20'x 2.5"'ornm whip 12 IA19 0.0689 00061 675147 117.00 1,NX-6515DS-T4M 12 1,043 0.0680 0 0061 415470 116.50 20'x 2 5"'onuri whip 12 1036 0.0679 0,0060 400084 11200 20'x 2.5"'onarri whip 12 0968 0,0668 00059 298348 111.00 20'x 2.5"onini whip 12 0.954 0.0665 0.0058 281069 10700 20'x 2 5"onuri whip 12 0194 00651 00055 219923 106,00 GPS on 3'standoff 12 0,880 00647 0.0054 207186 105 50 20'x 2 5"ornm whip 12 0.873 0 0646 00054 2012,85 102,00 �8"yagi 12 0,822 0.0631 0.0051 167712 100.00 20'x 2 5"omru whip 12 0,793 0 0622 0.0049 152890 95.00 20'x 2-5"oirru whip 12 0724 0,0598 0.0043 124781 93 00 5'Yagi 12 0,696 0.0588 0,0041 116506 9000 20'x 2.5"omfli whip 12 0.656 0,0572 00039 1109015 89 50 12'T-fiame sector rant 12 0,649 0,0570 0.10038 108496 85.00 20'x 2.5"omni whip 12 0,591 00547 0-10035 11,0201 84 00 5'x I"'ornru whip 12 0579 00541 00034 111214 83 00 BA1012-1 oninj 12 0.566 0,0536 00034 112246 8200 Yx V onim whip 12 �0 554 0.0531 0,01033 113296 81 50 5'x V omn i whip 12 10.548 00528 0,01033 113829 81.00 BA1012-1 onini 12 10 542 0,0526 00032 114367 80 50 Tx V onmi whip 12 0535 0.0523 00032 114910 80 00 20'x 2,5"onmi whip 12 0529 005210 00032 115458 7900 Yx V OMD i WNP 12 0517 0,0515 0,0031 116570 InxTower Job Page 130' Self-Supporting Tower 11 of 12 Project Date Al!-Points Technology Corp., P.0 NY1418502150 Peconic 12:13:26 12/116119 116 Grandview Road Conway,XH 03818 Client Designed Ibyr Phone, (603)496-5853 Verizon Wireless FAX.,603)447-2124 1 Rob Adair Elevation Appurtenance Gov- Defleclion Tilt Twist Radius of Load Curvature ft Comb. in m ---------------f 7600 DB404 12 0.482 00499 0,0030 120039 75,50 ITT-frame sector rant 12 0476 0,0496 00030 120637 7500 2"yagi 12 0470 0,0493 0-0029 121241 74.00 V square panel 12 0,458 0,0488 0.0029 122414 62,00 DB404 12 0,327 00416 0,0023 86683 3,950 2'sidearm 12 0,141 0,0254 0.0014 76094 D6t 661to idn Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria NO Type Grade Of Load Load Load Ratio ft in Bolts per Bolt per Bolt Allowable lb lb A325N 0,7500 6 396920 29820,60 T 1 130 0,133 Bolt Tension Diagonal A325N 0,7500 1 4705,65 10766,30 10437 1 Member Bearing Top Girt A325N 0,16250 1 253 52 522000 0049 1 Member Bearing T2 110 Leg A325N L00100 16 10326 20 53014,40 0,195 1f Bolt Tension Diagonal A325N 07500 1 6988,43 10766,30 0649 r 1 Member Bearing T3 90 Leg A325N 1,0000 6 1774500 5301440 0335 Bolt Tension Diagonal A325N 0.7500 1 7388.79 10766 30 0686 1, Member Bearing T4 70 Leg A325N 1,1250 6 24567 10 6709630 0366 Bolt Tension Diagonal A325N 0,7500 1 7648,41 1076630 0,710 1 Member Bearing T5 50 Leg A325N 1 1250 6 3024820 67096-30 0,451 Bolt Tension Diagonal A325N 0,6250 1 888175 2218500 0,400 1 Member Bearing T6 30 Leg A325N 12500 6 3595940 8283500 0,434 Bolt Tension Diagonal A325N 06250 1 9007,13 22185.00 0,406 V 1 Member Bearing T7 110 Leg A325N 2,0000 6 38574,10 212058.00 0A82 Bolt Tension Diagonal A325N 0,6250 1 8944,16 2218500 0403 1 Member Bearing e 'bity Tabl ' ' 'S66tion"'Cap Section Elevation Component SiZ6 Critical P OP.11— % Pass NO, ft Type Element lb lb Capacity Fail TI 130-110 Leg 3 3 -29359.20 198886.00 14.8 Pass Diagonal L2 1/2x2 1/2x3/16 8 -4727,56 18554,80 25,5 Pass 43.7(b) Top Girt 1.2x2x 1/8 4 -25635 790199 32 Pass 4,9(b) T2 110-90 Leg 3 1/2 33 -72653.70 234459.00 31.0 Pass Diagonal L2 1/2x2 1/2x3/16 35 -703025 128,6570 546 Pass 64 9(b) T3 90-70 Leg 4 54 -122858.00 353575.00 34.7 Pass Diagonal L,3x3x3/16 56 -7448 97 1649490 452 Pass 68,6(b) T4 70-50 Leg 4 75 -168900.00 353575.00 47.8 Pass Diagonal L3x3x3/16 77 -7639 82 1309900 583 Pass 71 0(b) I'S 50-30 Leg 4 96 -208171.00 434216.00 47.9 Pass Diagonal 21-2 1/2x2 1/2x3/16 99 -8915,68 23572 20 378 Pass MxTower Job Page 130' Self-Supporting Tower 12 of 12 All Points Technology Corp., Project Date P,C NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed b Phone:(603)496-5853 Verizon Wireless g Y FAX.-603)447-2124 Rob Adair Section Elevation Component Size Critical P er.par- % Pass No, hype Element lb lb Capacity Fail 40.0(b) Horizontal L2 1/2x2 1/2x3/16 100 -3614.58 7712.23 46.9 Pass Inner Bracing L2 1/2x2 1/2x3/16 108 -9.23 7342,67 0.5 Pass T6 30-10 Leg 4 1/2 135 -248580.00 580881.00 42.8 Pass 43.4(b) Diagonal 2L2 1/2x2 1/2x3/16 138 -911539 1956850 46.6 Pass Horizontal L2 1/2x2 1/2x3/16 139 -4311.19 5833.01 73.9 Pass Inner Bracing L2 1/2x2 1/2x3/16 146 -9,77 5559.33 0.5 Pass T7 10-0 Leg 41/2 174 -267137.00 580881.00 46.0 Pass Diagonal 21,21/2x21/20/16 180 -9660.43 17833.10 54.2 Pass Horizontal L2 1/2x2 1/2x3/16 181 -4633.03 5128.14 90.3 Pass Inner Bracing L2 1/2x2 1/2x3/16 186 -9.12 4902.03 0.5 Pass Summary Leg(T5) 47.9 Pass Diagonal 71.0 Pass (T4) Horizontal 903 Pass (T7) Top Girt 4.9 Pass (Tl) Inner 0.5 Pass Bracing(T6) Bolt Checks 71.0 Pass RATING= 90.3 Pass i i'0 a cn � of _ ° co m fJ ii CD V OEN g � ` aca •a 6f � � � a cr > 3 � a 03 ► a m w co � I J .0 t E�r 6ri i w II ��IIIIIIIIIIIIIIIIIIIIIIIII�I�I�I�I�I�I�� i r f; G r verizon-' � J 64 6620 OO j/ 1 B00 2 re , H U/I ,ZIMMA M q Ab 1 �I rein �1 DII IJ leMRoAi4 Nan b