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Home My WebLink About1000-140.-3-11.1 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JAMES H.RICH III �� *� Southold,NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 k MARTIN H.SIDOR " (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To:: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 28, 2025 Re: Planning Department Report Equipment Upgrade for Verizon Wireless at Mattituck Fire District 1000 Pike Street, Mattituck SCTM#1000-140.-3-11.1 The Planning Board has found that the requirements of the above-referenced Verizon Wireless up-grades have been completed based on the site inspection made February 27, 2025. The improvements are in compliance with the General Requirements of§280- 70 and the Planning Department report dated March 16, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation„ From: Craig Zonin <czonin@amatofirm.com> Sent: Monday,January 13,2025 8:53 AM To: Michaelis,Jessica;Cerezo,Mara;Cummings,Brian A. Subject: Permit#49044 11000 Pike Street-Mattituck Fire District l Verizon Wireless upgrades Attachments: Building Permit.pdf,Inspection Notes.heic Good morning. The Building Department performed its inspection of Verizon Wireless' upgrade work under Permit#49044 on January 8,2025. 1 would like to request that the Planning Department perform its inspection. If there is someone else I should make this request to please advise. Let me know if you have any questions. RECEIVED Thank you. �. JA ...... Craig Zonin, Esq. ... oCRF 'ic Town Planning Board AMA4J 4'- LAW GRt L P. PLLG 10 l 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin(@amatof,irm.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 NOTTHE 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. z W 'rt TOWN OF SOUTHOLD ' . BUILDING DEPARTMENT TOWN CLERK'S OFFICE °u SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49044 m Date: 3/21/2023 Permission is hereby granted to: Mattituck Fire District B _...w...w-_�w"_.X..._.._ ...... ... ... w....�.. .. w....._............ �......_...... _ .. .... .............. ........_....... w...�..___.. PO OX 666 Mattituck.}..NY ......11952_ .,......._ __....... .. _.. .. To: Install upgrades (Verizon) to an existing colocation wireless telecommunication tower to include the replacement of 3 existing antennas, 6 existing diplexers replaced by 3 new triplexers, cabinets and ground equipment as applied for per Planning approval. Additional certification will be required. At premises located at: 1000 Pike St, Mattituck SCTM #473889.a._._ . ... _ ........ .... ......_ ....a.. .... .... . ....__..._w_..._ .. _.w...w.......... Sec/Block/Lot# 140.-3-11.1 Pursuant to application dated _ 1/19/2023 w and approved by the Building Inspector, To expire on 9/1912024. Fees: WIRELESS COMMUNICATIONS-MODIFICATIONS $500.00 CO-COMMERCIAL $50.00 Total: .......... ........._...........$550.00 Building Inspector r� r r/l � rrrr r rir /i r rt jt / rf Orr � �yN r � /;, rnmrm Ni,rviiz>,� � r/r N IN, i Fly rr rr r� / M rrW h r rx,r•✓ a r i s � 1 r � J rr Michaelis,Jessica From: Craig Zonin <czonin@amatofnnzom> Sent: Tuesday, February28' 2023 12:40 PM To: Lanza' Heather Cc: Michaelis, Jessica; [erezo Mara; Denise Vista; Elizabeth Hehngton-Smith Subject: NY Southold: Vehzon 1000 Pike Street K4attituck Fire District upgrade application Attachments: Signed Categorical Exdusion [heck|ist9df Good afternoon Heather&Jessica—In reference to your request for an RF Emissions Report in connection with Verizon Wireless' building permit application, attached hereto please find a RF Categorical Exclusion Checklist signed by Verizon Wireless. The KF Categorical Exclusion Checklist is submitted in lieu ofanKFReport. Kindly issue a building permit at your earliest convenience. Please advise when the building permit is prepared sothat vve can arrange to have it picked up. Please let me know ifyou have any questions in connection with this matter. Thank you. Craig Zonin, Esq. GGG Old Country Road, Suite 9O1 Garden City, New York 1153O Tel: 516-227-6363 Fax: 51G-227-G3G7 E-Mail: CONFIDENTIALITY NOTE: THIS E-MAIL MESSAGE AND AuArTACxMcwrs TRANSMITTED HEREWITH ARE ATTORNEY/CLIENT pxw/LEacD,nwocsccxcrAwD/oxcownocwnAL/wpoxMmnow/wrcwoco 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 uv TELEPHONE ox ELECTRONIC MAIL,AND DELETE THIS MESSAGE AND ALL COPIES AND BACKUPS THEREOF.THANK YOU FOR YOUR coopcxArow. From: Lanza, Heather<heather]anza@tovvn.southo|d.ny.usx Sent:Thursday, February Z3, ZUZ31U:U6AM To: Craig Zonin <czonin@amatofrm.comx Cc: Michaelis,Jessica "jessica.michae|is@tovvn.southo Id.ny.usx; Cerezo, Mara <marac@southo|dtovvnny.8ovx; Denise Vista <dvista@amatofirmzomx; Elizabeth Herin8ton'Smith <e|izabeth@dtyscape8ovzomx Subject: FVV: NY Southold: Verizon 1000 Pike Street Mattituck Fire District upgrade application Hi Craig, Thank you for being willing tn ask\/crzooif they will cooperate and send thcRF emissions report. Wcare doing our best to meet the timelines and have recently hired another planner tn help us do so. Thank you. Heather Lanza,AICP Town Planning Director Southold Town Planning 53o95 Route 25 P.O.BOX 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownmy.Aou From: Michaelis,Jessica <`essica.michaelis( town.southold.n :�as> Sent:Thursday, February 23, 2023 8:34 AM To: Lanza, Heather<he. then:l2nI.a.. sc �athc ld:n •us> Subject: FW: NY Southold: Verizon 1000 Pike Street- Mattituck Fire District upgrade application From: Craig Zonin <cz.oD.%n( rn taafirrnecaarrr> Sent:Wednesday, February 22, 2023 5:34 PM To: Elizabeth Herington-Smith «li_z eth(2.cjjyscagegov.com> Cc: Michaelis,Jessica <`essica.michaelis( town.southold.n ...:_has>; Cerezo, Mara <mark( scQLathcoldt.ow........ .n.Y..gov>; Denise Vista <dyi,sIA�_ _ _�jirrn com> Subject: NY Southold:Verizon 1000 Pike Street- Mattituck Fire District upgrade application Elizabeth—I am in receipt of your correspondence below. Kindly note that this request is coming after the thirty(30) day time period to request additional information/documentation as provided for in the Spectrum Act. I will reach out to Verizon Wireless with your request in order to determine how they would like to proceed. Thank you. Craig Zonis, Esq. 1 A%V R r I I', I'A I C 666 Old Country Road, Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax: 516-227-6367 E-Mail: czonin@amatofirm.com CONFIDENTIALITY NOTE: THIS E-MAIL MESSAGE AND ALLATT'ACHMENT'S 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 2 NOTIFY THE SENDER IMMEDIATELY uvrcLEpxowcoxcLEcrmzw/cMwL,mvoocLEr THIS MESSAGE AND ALL COPIES AND BACKUPS rxcxooprxAwxvoupoxvoux coopcxArow. From: Elizabeth Hehn8ton'Smith Sent:Wednesday, February ZZ, ZUZ34:Z9PM To: Crai8Zonin Cc: Michaelis,Jessica Cerezo, Mara Subject: NY Southold:Vehzon1UUU Pike Street Mattituck Fire District upgrade application Good afternoon, We are the consulting company that is reviewing your application on behalf of the Town of Southold.The application is deemed incomplete asvve need an RF Emissions report. Please email a copy when you get a chance. Please let noe know if you have any questions. Best regards, Elizabeth Elizabeth Hedngton'Snmlth Mai�'iagei�' Direct Line: 561'541']1O4 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-43*2851 Links contained in this email have been replaced. If you click on a link in the email above, the link will be uou]yzcd for known threats. lfu known threat is found, you will not hc able toproceed to the destination. lf suspicious content is detected, you will see uvvuruing. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emai|s. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emai|s. 3 I'(Wal Official's Guide to RV Optional ("bectifist for Local Govemment To Detery"itie Wbether a Facility is Categorically Excluded Purpose': The has detcrinined that many wircicss fiacifitir,s are,unfikely to cause hurnan exposures in cxccss ol'RF exposure guidelines, (')perators of,those fincilitics arv,exerylpt fron') routinely having to determine their-compliance, These fiacifides are tenned "caftq,oricafly cXclude,(J." Sc etion 1 J307(b)(I)Of'thC COMuliSSiOlI'S JUICs defines those categorically excluded fiacilities. This checklist.will assist state and locid government agencies in identifying those Nvirc,less fiacifilies that,are categorically excluded, and thus Qire highly lullikely to cause(,,,xposur(, in excess ofthe FCC's guidelines, Provision ofthe information identified on this chcAlist may "also,assist f-�('7C,Staff in evaluating any inquiry regirding a facility's compliance,with the Iff exposure guidelines. BACKGROUND INFORMATION New York SMSA Limited Partnership d/b/a Verizon Wireless I. Facility Operator's Legal Name: ........ 1. ....... ....... 2. Facility Operator's Ma 8iling Address: 0 Washi lqlon.y��,,,P��,!iiinster, NJ 07921 3, Facility Operator's Contact NarneMtle: -Ashley Cataldi,RE/Regulatory Specialist 4. Facility Operator's Office Telephone: .866-862-4404 5. Facility Operator's Fax: 6. Facility Name: _Nj!jjjjLjr,,k Relo T FacifityAMTVSS 100OPike t Ma —k 8. Facility(',ity/(',OTTITIILlrlity:..Mattituck,Town of Southold 9. Facility State and Zip ode: New York 11952 M Latitude: N 40 59'34.4" W 72'31' continue FC'C /I,SC1AC Vocal Official's Guitje to RF 0Ir(ieanal Local Governmetit.C lies list(page ) � 12. 1 icc cued Radio Service( era,att;araaecl"1"able 1) Personal C carrrtnun r,attpon sServices 1 13, Startctarr°c 1 yp (ftc�e-staanthng7 or°latailelrzaf,/r'oof tlrotlntccl) .�..ro �tranefiraq .._... ......... 15, leig ht above ground ofthe llowestcpointi�rf (includes, r�cc,mete IGr Greater Yl )1... m y the atrrt�� tb�ara 10 rAar`�toa�� ... cnn,a(in Iractcrs). _ .... ........... 16. IN Check if all of the following*are true: (a) This facility will be operated in the Mtaltipa.rilat.Distribution Service, Paging and t Radiotelephone Service„Cellular Ra.diotelephonc Service,Naarrowband or-1lroadbaarrr:l Personal( ornrrrunrcattiODS Service, Private Land Mobilc Radio Services Paging Operations, Private Land Mobile Radio Service Specialized Mobile Radio, Local Multipoint Distribution Service,or service regulated gander Pail 74,Subpart I ('see question 12). (b) This flacihty will not be mounted on a buildings(sec question 13). (c) The lowest point of the antenna will be at least; 10 meters above the ground(sec question 15). j i lf'box 16 is checked,this facility is categorically excluded and is unlikely to cause exposure ira excess ofthe ITC's g;uide]ities. Pie remainder of the checklist need not be completed, if box 16 is not checked,continue to question 17. j 1.7. 1?,rat.er°the power threshold for categorical exclusion for this service from the attached Table I 1 , 1n wa tlac total number ( ) �:I) in warts watt,1^;1t1 or I;1It.l. (uota,: 1'lltl 1.(a4 X lsl' �r of channels if'this will be in ornuidirectional anterma or the t maximum number of channels in any sector if this will be a sectored antenna: j 19. Enter the III'or L;'l P per channel(using the same units as in question '17):, ............_......... ____._______= 20.Multiply answer 18 by answer 19- 21. Is the answer to question 20 less than or equal to the value from question 17(yes or no)`P l lf tha answer to question 21 is YES,this facility is categorically excluded, It is unlikely to cause � exposure in excess of the l CC's guidelines. �If the tanswer *s er to question 21 is appropriate this f"ac.ilit is not categorically excluded Further rnvc t g,u `c y 1.p p to verify whether the facility may cause exposure in excess of flie 1 t_C:„s guidelines. 1 C Yor k MSA ; Limit- artnership d/b/u Verizon Wireless flaarg Jessica C r Pam( 1 dtC CaF - Regulator Date :.�....._._.. wraewis cf fi�c&avv radiated power"and''t IRl+"mean efl',ctk,e kerm)p c t<a&au,(l pour o AMKfO 666 OLD COUNTRY ROAD, 9TH FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 FAX: 516.227.6367 January 25, 2023 -- ECE "'�1(A F"E� .Al�E7�:1i"RESS J ��` 2 `��'.; Town of Southold Planning Department 53095 Route 25L c�atloVd Town _. Southold,NY 11971 Planning Board Attention:Heather Lanza Re: Building Permit Application(the"Application")by New York SMSA Limited partnership d/b/a Verizon Wireless (" "erizon 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 1000 Pike Street, 'tattituck,New`Fork, with Suffolk County Tax Map designation District 1.000/Section 140/Block 3/Lot l I.l. (the "Property") Pro er oess Mattituck Relo/Our File No. 100-151f Dear Heather: In connection with the above-referenced Application enclosed herewith please find a check payable to the "Town of Southold"' in the amount of 4,000,00, representing payment of the fees for the Town's technical consultant, Cityscape Consultant& For your reference, also enclosed is a copy of your correspondence dated January 25,2023. Should you have any questions or concerns,please do not hesitate to contact me. Thank you for your attention to this matter. Si ely, aig d c "rrtcl)anlatoflrri�u.:mc in Enclosures 405 LEXINGTON AVENUE CHRYSLER BUILDING,26T"FLOOR NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 Craig Zonin From: Lanza, Heather <heather.lanza@town.southold.ny.us> Sent: Wednesday,January 25, 2023 12:39 PM To: Craig Zonin Cc: Michaelis,Jessica Subject: Fee for Technical consultant Verizon upgrades at Mattituck Fire District Attachments: Amato Law Verizon Upgrades at Mattituck Fire District.pdf Follow Up Flag: Follow up Flag Status: Flagged Hello Craig, For us to process this application we need you to send us the technical consultant fee required by Town Code. (Greg Alvarez in your firm can tell you about this). The Code requires $8,500, however for equipment modification, we only need $4,000. Please send the check to the Planning Department as we work with the consultant on behalf of the Building Department. Feel free to call with any questions. Thank you. Heather Lanza,AICP Town Planning Director Southold Town Planning 53o95 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: he(itli rl t s utholdtcaw LiziL. 1 AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR WtG GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 FAX: 516.227.6367 RECEIVED — — January 19,2 VIA HAND DELIVERY JAN 2 0 2023 Town of Southold Building Department SoutlTold Town i [U23 Town Hall Annex Building Planning Board 54375 Route 25 BUIWINGDEPT `�®1!�!N®FS®U'�Qd.® Southold,NY 11971 Re: Building Permit Application(the"Application")by New York SMSA Limited Partnership d/b/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 1000 Pike Street,Mattituck,New York, with Suffolk County Tax Map designation District 1000/Section 140/Block 3 /Lot 11.1 (the"Property") Verizon Wireless Ref.: Mattituck Relo/Our File No. 100-1516 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 signed Owner's Authorization; 3. One(1)original signed Authorization and Consent Affidavit; 4. Certificates of Worker's Compensation,Liability, and Disability Insurance; 5. Structural Analysis Report, prepared by Michael F.Plahovinsak, PE, dated December 12, 2022; 6. Four(4)surveys of the Property; 7. Four (4) sets of construction drawings, prepared, signed, and sealed by WFC Architects, with a last revision date of October 17,2022(the"Construction Drawings");and 8. Check payable to the "Town of Southold" in the amount of $550, representing the Application filing fee. As depicted in the construction drawings submitted herewith, Verizon Wireless proposes to upgrade its existing Communication Facility by, including but not limited to the following: Three (3) existing antennas to be removed and replaced with three(3) new antennas and six(6) existing diplexers to be removed and replaced with three(3)new triplexers within the monopole. One(1)existing cabinet to be removed and replaced with one (1) new delta cabinet; one existing battery cabinet to be removed; twelve (12)existing RRH units to be removed and replaced with nine(9)new RRH units;six(6)existing diplexers to be removed and replaced with three(3) new quad triplexers and three (3) new quad diplexers; and nine (9) existing combiners to be removed, all within the existing equipment platform. All other existing antennas, equipment and appurtenances to remain. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 kAiG Based upon the following, it is respectfully requested that the Town administratively approve Verizon Wireless' Application without delay. Please be advised that Verizon Wireless'Application is governed by Section 6409(a)of the Middle Class Tax Relief and Job Creation Act of 2012 (the "Spectrum Act"), codified at 47 U.S.C. § 1455(a), which provides, in relevant part,that a: State or local government may not deny,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (Emphasis added). An"eligible facilities request"is defined as"any request for modification of an existing wireless tower or base station that involves—(A)collocation of new transmission equipment;(B)removal of transmission equipment; or (C) replacement of transmission equipment." See 47 U.S.C. § 1455(a)(2)(A)-(C)(emphasis added). The Federal Communications Commission (the "FCC") Report and Order No. 14-153, 29 FCC Rcd. 12865, adopted on October 17, 2014 (the "FCC Order"), codified at 47 C.F.R. § 1.6100, provides clarification of the Spectrum Act, and sets forth a 60-day time period for review and approval of applications covered under the same. Verizon Wireless respectfully submits that the Spectrum Act and the FCC Order directly apply to this Application, and require the Town to approve the same as proposed, without the need for a protracted zoning process or public hearing(s). Verizon Wireless currently operates the Communication Facility at the existing monopole located on the Property, which constitutes an existing "wireless tower" within the meaning of the Spectrum Act and FCC Order. As depicted on the construction drawings,and discussed above,Verizon Wireless proposes to modify its Communication Facility by removing and replacing antennas and equipment on the monopole and by removing, replacing and adding equipment on the equipment platform at the base of the wireless tower. As such, Verizon Wireless' Application involves requests for removal, replacement, and collocation'of transmission equipment at the Communication Facility. Further, Verizon Wireless' proposed modifications to the Communication Facility would not substantially change2 the dimensions thereof. The top height of the proposed new antennas would be consistent with the top height of the existing antennas, and no portion of the modified Communication Facility will protrude from the edge of the wireless tower by more than twenty feet. Further, the 1 The FCC Order defines"collocation"as"the mounting or installation of transmission equipment on an eligible support structure for the purpose of transmitting and/or receiving radio frequency signals for communications purposes." See FCC Order§ 178. 2 The FCC Order provides an objective standard to determine when a modification will "substantially change the physical dimensions"of an existing"tower,"including when:"(1) ... it increases the height of the tower... by more than 10%,or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater... ;(2) ... it protrudes from the edge of the tower more than twenty feet,or more than the width of the tower structure at the level of the appurtenance, whichever is greater ... ; (3) it involves installation of more than the standard number of new equipment cabinets for the technology involved,but not to exceed four cabinets;(4)it entails any excavation or deployment outside the current site of the tower... ;(5)it would defeat the existing concealment elements of the tower... ;or(6)it does not comply with conditions associated with the prior approval of construction or modification of the tower...unless the non-compliance is due to an increase in height, increase in width, addition of cabinets, or new excavation that does not exceed the corresponding "substantial change"thresholds identified above." See FCC Order§ 188;see also FCC Report and Order No.20-153,2020 WL 6501650(FCC October 27,2020). modifications to the Communication Facility would not require any excavation or deployment beyond the area of the existing equipment compound. Finally, the proposed modifications would not affect any concealment elements of the existing Communication Facility.' Thus,based upon the foregoing,Verizon Wireless' proposed removal and replacement would"not substantially change the physical dimensions" of the existing Communication Facility, as defined in the Spectrum Act, and as clarified in the FCC Order. Accordingly, the Application constitutes an "eligible facilities request" for a modification to an existing tower, which the Town "may not deny, and shall approve"within 60 days. See,47 C.F.R. Sec 1.600(c)(2). Since approval of the Application is not discretionary under the Spectrum Act, any submission requirements beyond those that establish that the Application pertains to an eligible facilities request are preempted. See,47 C.F.R. Sec 1.6100(c)(1). If everything is in order, kindly issue the building permit for the proposed upgrade to the Communication Facility at your earliest convenience. If you should have any questions or comments, please do not hesitate to contact me. Thank you for your atteici Application. Si nin amatofirm.com Enclosures cc: Verizon Wireless(via e-mail,without enclosures) 3 Pursuant to the FCC's Declaratory Ruling and Notice of Proposed Rulemaking No.20-75,35 FCC Rcd. 5977,adopted June 9, 2020,"concealment elements are elements of a stealth-designed facility intended to make the facility look like something other than a wireless tower or base station,"and in order to defeat an existing concealment element,the same must have been"part of the facility that the locality approved in its prior review."See§§34,36. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: ® IC II 1v/ I[� JAN ;Applications.arid•,forri 111 BUILDINGDEK. c-,'i rt '011:6pt,166�6i�lc'ept d, Wfi Applicant is'not the owner; Ii at' s ere, TOWNOFS010HOLD OvirneeUi af(Pake2)shall li� hdeiiati6n f6r, Date: OWN OF,, NameWattituck Fire District scTM#ioo0-140-3-11 .1 Project Address: 1000 Pike StreetJLattjtqCk,--NY.-11 952 Phone#:631-298-8837 Email:edrittberga-mattituckfd.com Mailing Address:1000 Pike Street, PO Box 136. M'attituck, NY 11952 �CON PiRS • -Name:Amato Law Qroup_RL.LQ_Attn.: Qraig_Zonin Mailing Address:666 Old Country Suite 9QI,_jGarden ity, NY11530 Phone#:516-227-6363 Email:czonina-amatofirm.com " RMAIO -G , 1FiSSI NAINFD ' Name:WFC Architects Mailing Address: 12-1 Technology Setauket NY 11733 ...... Phone#:631-689-8450 Email:Brandon.Streb(@wfcaia.qom----- N 0 ' V �TPR�IN!f, R ATI N Name:S&S Tours LLC d/b/a LKR Technical Services Mailing Address:30-47 82nd Street, East Elmhurst, NY 11370-1967 Phone#:718-433-7735 Email:nqdira0-1krtechnica1.com '�C' O`NS�T' R U O" '�,DESCRIPTIIW F�PROPOSEI)l C1T1IOW',,: E]NewStructure ElAddition RAIteration F-]Repair ElDemolition Estimated Cost of Project: El Other See attached Schedule A $25,000.00 Will the lot be re-graded? F-]Yes 9 No Will excess fill be removed from premises? F-]Yes ©No PROPERTY INFORMATION. Fire District Use/Fire Department Existing use of property`Public Wireless Communication Facility Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB—Haml-et BUSIIIeSS _ �... _.___.. this property? ❑Yes 9No IF YES, PROVIDE A COPY. 8 Check:Box After Reading:;The owner/contractot/design"professional is responsible for all drainage and storm water issues.as provided,by Chapter 236 of the Town Code.,APPLICATION,IS HEREBY,MADE,to the-Building Department"for;the issuance of a Building Permit pursuant to the Building Zone ordinance of the'Townof Southold;Suff•olk,County,New York and other applicable Laws,Ordinances or Regulations,for'the construction of buildings, additions,aiteratioe3 or'for removaLar demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,, housing code and regulations and to admltautlioriied inspeaorron premises,and in buildings)for necessary inspections.False statements made herein are punishable'as a`class A misdemeanor pursuant to.5ection 210.45 of the New York state Penal Law.' New York SMSA Limited Partnership d/b/a Verizon Wireless Application Submitted By(print name - By.Robert Czarniawski ®Authorized Agent ❑Owner Signature of Applicant: Date: - « STATE OF NEW YORK) SS: COUNTY OF ss CLac_,. ) New York SMSA Limited Partnership d/b/a Verizon Wireless By Robert Czarniawski being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Network Engineering-Real Estate (&ttw ,xww,Agent, 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before miil 9,!A DECARMINE Zi S day PUB STAT�O�F _NEW YORK 20 2Z < Y �I 9 Qualified in Suffolk County To 2 NotaN Public MY Commission Expires 05-20- 22 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) on behald of the Mattituck Fire District residing at 1000 Pike Street, Mattituck, NY 11952 New York SMSA Limited Partnership d/b/a Verizon Wireless do hereby authorize to apply on my behalf to the Town of S h d Building Department for approval as described herein. Owner's Signa re Date e-,� 4yo,"I AA-/' Print Owner's Name 2 Schedule A Three (3) existing antennas to be removed and replaced with three (3) new antennas and six (6) existing diplexers to be removed and replaced with three(3) new triplexers within the monopole. One(1)existing cabinet to be removed and replaced with one (1) new delta cabinet; one existing battery cabinet to be removed;twelve (12) existing RRH units to be removed and replaced with nine (9) new RRH units;six(6) existing diplexers to be removed and replaced with three (3) new quad triplexers and three (3) new quad diplexers; and nine (9) existing combiners to be removed. All within the existing equipment compound. All other existing antennas, equipment and appurtenances to remain. 1 ® DATE(MM/DDIYYYY) A��o CERTIFICATE OF LIABILITY INSURANCE 12/01/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or 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 CONTACT HILDA ORTEGA NAME: StateFarm HILDA ORTEGA PA HON o 914-840-4600 FAX,No: 914-840-4601 • 491 NEW ROCHELLE RD E-MAIL HILDA.ORTEGA.VAAHHY@STATEFARM.COM ADDRESS: u BRONXVILLE,NY 10708 INSURERS AFFORDING COVERAGE NAIC# INSURERA: State Farm Fire and Casualty Company 25143 INSURED INSURERS: S&L TOURS DBA LKR TECHNICAL SERVICES 1 INSURER C 30-47 82ND ST INSURER D: EAST ELMHURST,NY 113701967 INSURERE: INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/LDDIYYri MM DDIIYYYY LIMITS LTRWVD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 RENTE CLAIMS-MADE ®OCCUR PREMISES A AGE ToEa occu ence $ 100,000 MED EXP(Any oneperson) $ 5,000 A X x 98-CU-Z538-1 10/13/2022 10/13/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY®PRO ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE X 98-CQ-U723-7 10/13/2022 10/13/2023 AGGREGATE $ 10,000,000 DED RETENTION 5 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Town of Southold affiliates,and their respective managers,officers,directors,employees,agenls,successors and assigns is an additional Insured on the General Liabilily(including ongoing and completed operations)and policy provided a waiver of subrogation on General Liability&Umbrella on primary/Non Contributory Basis.30 Days Notice of cancellation whn the insured cancels the policy for any reason. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southold,New York 11971 AUTHORIZED REPRESENTATIVE// o ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 132849.12 03-16-2016 DocuSign Envelope ID:A8849363-9447-4437-81B9-AFOBD2DC6C64 YORK- Workers' CERTIFICATE OF STATE Compensation NYS-WORKERS' COMPENSATION INSIJRAN.CE.COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured S&L TOURS LLC (718)433-7735 3047 82nd St East Elmhurst, NY 11370-1967 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i-e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social NY Security Number 46-4824939 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SiriusPoint America Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"I a" PO BOX 1179 WC 9882200 SOUTHOLD NY 11971 3c.Policy effective period 05-18-2022 to 05-18-2023 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partnerstofficers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under.Item 3A on the INFORMATION PAGE.of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form-is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and.that the named insured has the coverage as depicted on this form. Approved by: JM _P 6 T C—P S6,1J Print name-,f authorized representative or licensed agent of insurance carrier) Approved by: 12/12/2022 (Si ature)• (Date) Title: _ RECTO Telephone Number of authorized representative or licensed agent of insurance carrier: (855)-880-0204 Please Note:Only insurance-carriers and their licensed agents are authorized to issue Form C-105.2.-Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov Y� Workers CERTIFICATE OF INSURANCE COVERAGE ra�E, Coirirpetisation Boad .. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured LKR TECHNICAL SERVICES 718-433-7735 3047 82ND ST EAST ELMHURST NY 11370 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 464824939 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE TOWN OF SOUTHOLD COMPANY 53095 ROUTE 25 3b. Policy Number of Entity Listed in Box"1a" PO BOX 1179 LNY-835584 SOUTHOLD NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2022 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/05/2022 By E r 7e- l&- (Signature of Insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number(212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. IH Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) on behalf of the Mattituck Fire District c/o 1000 Pike Street, Mattituck, NY 11952 I, residing at (Print property owner's name) (Mailing Address) do hereby authorize New York SMSA Limited Partnership (Agent) d/b/a Verizon Wireless to apply on my behalf to the Southold Building Department. Mattituck Fire Distri By: /—/o—d 3 (Owner's Signa ) (Date) /✓4j- (Print Owner's Name) Structural Analysis 12 0-f t Monopole Prepared For: Tarpon Towers II , LLC 8916 77th Terrace East, Suite 103 Lakewood Ranch, FL 34202 MFP Project #94122-133 Site Location: NY1066 Mattituck Suffolk Co . , NY Lat/Long: 40059 ' 3411 , -72031 ' 60" Analysis Type: TIP,-222-H Structure Rating - 42.2o Passing December 1 , 2022 ELL '0 ZFI CO U !E1 Michael F, Plahovinsak, U, 18301 State Foute 161 W Plain Citq, OH 45064 614-398-6250 - mike@mfpenq,com Page 2 of 5 12/1/2022 Project Summary: I have completed a structural analysis of the existing monopole for the following new configuration: • 115'-Verizon: o (3) JMA MXFIT-465 Antennas o (3) Commscope STX61742Q-43 Triplexers o (12) 7/8" Cables The pole has been analyzed in accordance with the requirements of the International Building Code per IBC section 3108, and the recommendations of the Telecommunications Industry Association "Structural Standard for Steel Antenna Supporting Structures" TIA- 222-H. This analysis may be considered a "Rigorous Structural Analysis"as defined in TIA-222-H. As indicated in the conclusions of this analysis, I have determined that the existing pole and foundation have sufficient capacity to support the existing, reserved and proposed antenna loads as detailed herein. Based on the results of my analysis, structural modifications are not required at this time. Source of Data: Resource Source Job Number Date Pole and Foundation Drawings Valmont 211580 10/21/15 Geotechnical Report Thomas D.Reilly - 08/31/15 Michael F. Plahovinsak, U, -5ince 2011 mike(dMfpenz.com Page 3 of 5 12/1/2022 Analysis Criteria: International Building Code 2018 Section 3108 Structural Standards for Steel Antenna Supporting Structures TIA-222-H • TIA-222-H Wind Speed 137 mph • TIA-222-H Wind w/ 1" Ice 50 mph • Operational Wind Speed 60 mph Risk Category JExiposure Category Topographic Cate or III(I= 1.15) 1 C I Appurtenance Listing: Status Elev, Antenna/Mountiog Coax Owner (3)JMA MXFIT-465 Antennas Proposed 115' (3)Commscope STX61742Q-43 Triplexers (12)7/8" Verizon Internally Mounted All antenna lines assumed internally mounted, not exposed to the wind. Michael F, Plahovin5ak, U, - 51nce 2011 mikeAmfoenk.com Page 4 of 5 12/1/2022 Foundation Analysis : The existing monopole foundation design was analyzed in conjunction with site specific geotechnical report. The existing foundation has sufficient capacity to support the pole with the proposed antenna configuration. Conclusion: I have completed a structural analysis of the existing monopole and foundation in accordance with the project specifics outlined above. My analysis indicates that the existing monopole and foundation are structurally adequate when considering the existing plus proposed loading. Please refer to the attached calculations for an itemized listing of all member stress ratios. The existing pole is safe and adequate to support the proposed loads, and no structural reinforcing is required to support the above loading. Recommendations : As a part of routine maintenance, I recommend periodic inspection of the pole and foundation structure for signs of fatigue or corrosion. If you have any questions about the contents of this structural report or require any additional information,please feel free to contact my office. Sincerely, Michael F.Plahovinsak,P.E. mike0m-peng.com-614.398-6250 Michael F. Plahovwak, K . -51nce 2011 mikena mfpenQ.com Page 5 of 5 12/1/2022 Standard Conditions for Providing Structural Consulting Services on Existing Structures 1. The following standard conditions are a general overview of key issues regarding the work product supplied. 2. If the existing conditions are not as represented in this structural report or attached sketches, I should be contacted to evaluate the significance of the deviation and revise the structural assessment accordingly. 3. The structural analysis has been performed assuming that the structure is in "like new" condition. No allowance was made for excessive corrosion, damaged or missing structural members, loose bolts, etc. If there are any known deficiencies in the structure that potentially compromise structural integrity, I should be made aware of the deficiencies. If I am aware of a deficiency that exists in a structure at the time of my analysis, a general explanation of the structural concern due to the deficiency will be included in the structural report, but the deficiency will not be reflected in capacity calculations. 4. The structural analysis provided is an assessment of the primary load carrying capacity of the structure. I provide a limited scope of service in that I have not verified the capacity of every weld, plate, connection detail, etc. In most cases, structural fabrication details are unknown at the time of my analysis, and the detailed field measurement of this information is beyond the scope of my services. In instances where I have not performed connection capacity calculations, it is assumed that existing manufactured connections develop the full capacity of the primary members being connected. 5. The structural integrity of the existing foundation system can only be verified if exact foundation sizes and soils conditions are known. I will not accept any responsibility for the adequacy of the existing foundations unless this site-specific data is supplied. 6. Miscellaneous items such as antenna mounts, coax supports, etc. have not been designed, detailed, or specified as part of my work. It is assumed that material of adequate size and strength will be purchased from a reputable component manufacturer. The attached report and sketches are schematic in nature and should not be used to fabricate or purchase hardware and accessories to be attached to the structure. I recommend field measurement of the structure before fabricating or purchasing new hardware and accessories. I am not responsible for proper fit and clearance of hardware and accessory items in the field. 7. The structural analysis has been performed considering minimum code requirements or recommendations. If alternate wind,ice, or deflection criteria are to be considered,then I shall be made aware of the alternate criteria. Michael F, PlahWh5ak, P.�. - 5ince 2011 mikeAfflfnenQ.com 120.0 ft s<f,. { "` DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 110.0 ft i'i Ee'M Radome Cylinder(36'0 x 10) 115 Radome Cylinder(36"0 x 10') 1105 (3)JMA MXI4FIT465-01 wl mount 115 Radome Cylinder(36"0 x 101 95 pipe(Verizon) Radome Cylinder(36"0 x 10) 185 (3)Commscwpe STX617420-431 115 Radome Cylinder(36"0 x 10) 175 N - E14F10P64(Verizon) N -� MATERIAL STRENGTH 100.0ft :,' GRADE FY Fu I GRADEI Fy Fu A53-B-42 142 ksi 163 ksi A572-65 165 ksi 180 ksi "4 TOWER DESIGN NOTES tom:�1 =a " 1. Tower is located in Suffolk County,New York. 90.5 ft � 2. Tower designed for Exposure C to the TIA-222-H Standard. N @:`+. 3. Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. m 5. Deflections are based upon a 60 mph wind. s a 6. Tower Risk Category 111. ' = 7. Topographic Category 1 with Crest Height of 0.00 ft 80.0ft 8. TOWER RATING:42.2% fi a' r . o Cry;g s' 70.5 ft fit: v rc � o Y C N 42.4 ft Q ALL REACTIONS ARE FACTORED a AXIAL 30 K SHEAR MOMENT 3 K 209 kip-ft 50 mph WIND-1.0000 in ICE AXIAL �21 K SHEAR' � MOMENT 12 K =� 697 kip-ff 1.0 ft N REACTIONS-137 mph WIND Michael Plahovinsak,P.E. °b 120-ft Monopole-MFP#94122-133 18301 State Route 161 Project:NY1066 Mattituck Plain City, OH 43064 client Tarpon Towers Drawn by:jC App'd: Phone:614-398-6250 Code: TIA-222-H Date:12/01122 scale: NTS FAX:mike mf en .com Path: Dwg No.E-1 °tlkers oroerprocEo�MFPE i�enm FOeSW ttrsl9El.Tarmn941Y)-tJh9C1T1113n tnxTower Job Page 120-ft Monopole- MFP#94122-133 1 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers JC FAX:mike@nfpeng.com Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level: 12.00 ft. Basic wind speed of 137 mph. Risk Category 111. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 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. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 120.00-110.00 10.00 0.00 Round 12.7500 12.7500 0.3750 A53-B-42 (42 ksi) L2 110.00-100.00 10.00 0.00 Round 12.7500 12.7500 0.3750 A53-B-42 (42 ksi) L3 100.00-90.50 9.50 0.00 Round 12.7500 12.7500 0.3750 A53-B-42 (42 ksi) L4 90.50-90.00 0.50 0.00 Round 12.7500 14.0000 0.5000 A53-B-42 (42 ksi) L5 90.00-80.00 10.00 0.00 Round 14.0000 14.0000 0.5000 A53-B-42 (42 ksi) L6 80.00-70.50 9.50 0.00 Round 14.0000 14.0000 0.5000 A53-B-42 (42 ksi) L7 70.50-70.00 0.50 0.00 Round 14.0000 36.0000 0.5000 A53-B-42 (42 ksi) L8 70.00-42.42 27.58 6.08 18 36.0000 39.4000 0.2500 1.0000 A572-65 (65 ksi) L9 42.42-1.00 47.50 18 38.1505 44.0000 0.3125 1.2500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C I/C J It/Q 1v rv/t in in2 ina in in in' ina in2 in L1 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 L2 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 WxTower Job 120-ft Monopole- MFP#94122-133 Page2 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX.-mike n:fpeng.coni �C Section Tip Dia. Area I r C I/C J It/Q if, tiv/t in in1 ina in in in' ina W in L3 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 12.7500 14.5790 279.3350 4.3772 6.3750 43.8173 558.6701 7.2851 0.0000 0 L4 12.7500 19.2423 361.5439 4.3346 6.3750 56.7128 723.0879 9.6154 0.0000 0 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 L5 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 L6 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 L7 14.0000 21.2058 483.7562 4.7762 7.0000 69.1080 967.5124 10.5965 0.0000 0 36.0000 55.7633 8786.2002 12.5524 18.0000 488.1222 17572.4003 27.8650 0.0000 0 L8 36.5168 28.3676 4580.4961 12.6913 18.2880 250.4646 9167.0194 14.1865 5.8960 23.584 39.9692 31.0655 6015.6101 13.8982 20.0152 300.5521 12039.1357 15.5357 6.4944 25.978 L9 39.4511 37.5305 6788.5640 13.4325 19.3804 350.2792 13586.0605 18.7688 6.1645 19.726 44.6306 43.3325 10448.7893 15.5091 22.3520 467.4655 20911.3275 21.6704 7.1940 23.021 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 1 1 1 120.00-110.00 L2 1 1 1 110.00-100.00 L3 1 1 1 100.00-90.50 L4 90.50-90.00 1 1 1 L5 90.00-80.00 1 1 1 L6 80.00-70.50 1 1 1 L7 70.50-70.00 1 1 1 L8 70.00-42.42 1 1 1 L9 42.42-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CaAa Weight or Shield From Type Number Leg Torque ft ft'/ft plf Calculation 7/8" C No Yes Inside Pole 115.00-1.00 12 No Ice 0.00 0.35 (Verizon) 1/2"Ice 0.00 0.35 1"Ice 0.00 0.35 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAA.4 CaAa Weight Section Elevation In Face Out Face f t2 ft2 ft, ft2 K LI 120.00-110.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.02 L2 110.00-100.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0,000 0.000 0.000 0.04 L3 100.00-90.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L4 90.50-90.00 A 0.000 0.000 0.000 0.000 0.00 tnxTower Job 120-ft Monopole- MFP#94122-133 Page3 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattltuck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers is FAX.-mike@nfpeng.com Totiver Totiver Face AR AF CAAA CAA.4 Weight Section Elevation In Face Out Face rt ft2 ft2 ft2 ft2 K B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L5 90.00-80.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L6 80.00-70.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L7 70.50-70.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L8 70.00-42.42 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L9 42.42-1.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.17 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF Q4AI Q4A,4 Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft, ft2 ft, K L1 120.00-110.00 A 1.303 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.02 L2 110.00-100.00 A 1.291 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L3 100.00-90.50 A 1.279 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L4 90.50-90.00 A 1.272 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L5 90.00-80.00 A 1.264 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L6 80.00-70.50 A 1.249 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.04 L7 70.50-70.00 A 1.240 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L8 70.00-42.42 A 1.212 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L9 42.42-1.00 A 1.105 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.17 e tnxTower Job 120-ft Monopole- MFP#94122-133 Page 4 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 MattituCk 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX.-mike@mfpeng.com �C Discrete Tower Loads Description Face Offset Offsets: Azimath Placement CAAA CAAA Weight or Type Hot--- Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft2 K ft tt Radome Cylinder(36"0 x C None 0.0000 115.00 No Ice 15.56 15.56 0.90 10') 1/2"Ice 22.30 22.30 1.16 1"Ice 23.04 23.04 1.43 Radome Cylinder(36"0 x C None 0.0000 105.00 No Ice 15.56 15.56 0.90 10') 1/2"Ice 22.30 22.30 1.16 1"Ice 23.04 23.04 1.43 Radome Cylinder(36"0 x C None 0.0000 95.00 No Ice 15.56 15.56 0.90 10') 1/2"Ice 22.30 22.30 1.16 1"Ice 23.04 23.04 1.43 Radome Cylinder(36"0 x C None 0.0000 85.00 No Ice 15.56 15.56 0.90 10') 1/2"Ice 22.30 22.30 1.16 1"Ice 23.04 23.04 1.43 Radome Cylinder(36"0 x C None 0.0000 75.00 No Ice 15.56 15.56 0.90 10') 1/2"Ice 22.30 22.30 1.16 1"Ice 23.04 23.04 1.43 (3)JMA MXI4FIT465-01 w/ C None 0.0000 115.00 No Ice 6.82 5.56 0.07 mount pipe 1/2"Ice 7.22 6.21 0.13 (Verizon) V Ice 7.63 6.87 0.20 (3)Commscope C None 0.0000 115.00 No Ice 0.35 0.13 0.01 STX61742Q-43 1 E14FIOP64 1/2"Ice 0.43 0.18 0.01 (Verizon) V Ice 0.51 0.23 0.02 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 90 deg-No Ice 5 0.9 Dead+1.0 Wind 90 deg-No Ice 6 1.2 Dead+1.0 Wind 180 deg-No Ice 7 0.9 Dead+1.0 Wind 180 deg-No Ice 8 1.2 Dead+1.0 Ice+1.0 Temp 9 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 10 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 11 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 12 Dead+Wind 0 deg-Service 13 Dead+Wind 90 deg-Service 14 Dead+Wind 180 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Ll 120-110 Pole Max Tension 2 0.00 0.00 -0.00 Max.Compression 8 -3.47 0.00 0.00 Max.Mx 4 -1.95 -5.05 0.00 tnxTower Job 120-ft Monopole- MFP#94122-133 Page5 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 MattituCk 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX:mike@mfpeng.con: iC Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.My 2 -1.95 0.00 5.05 Max.Vy 4 1.01 -5.05 0.00 Max.Vx 2 -1.01 0.00 5.05 L2 110-100 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -6.10 0.00 0.00 Max.Mx 4 -3.64 -20.02 0.00 Max.My 2 -3.64 0.00 20.02 Max.Vy 4 1.98 -20.02 0.00 Max.Vx 2 -1.98 0.00 20.02 L3 100-90.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -8.69 0.00 0.00 Max.Mx 4 -5.32 -43.07 0.00 Max.My 2 -5.32 0.00 43.07 Max.Vy 4 2.90 -43.07 0.00 Max.Vx 2 -2.90 0.00 43.07 L4 90.5-90 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -8.74 0.00 0.00 Max.Mx 4 -5.36 -44.52 0.00 Max.My 2 -5.36 0.00 44.52 Max.Vy 4 2.91 -44.52 0.00 Max.Vx 2 -2.91 0.00 44.52 L5 90-80 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -11.65 0.00 0.00 Max.Mx 4 -7.35 -78.11 0.00 Max.My 2 -7.35 0.00 78.11 Max.Vy 4 3.80 -78.11 0.00 Max.Vx 2 -3.80 0.00 78.11 1-6 80-70.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -14.49 0.00 0.00 Max.Mx 4 -9.32 -117.83 0.00 Max.My 2 -9.32 0.00 117.83 Max.Vy 4 4.59 -117.83 0.00 Max.Vx 2 -4.59 0.00 117.83 L7 70.5-70 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -14.59 0.00 0.00 Max.Mx 4 -9.41 -120.13 0.00 Max.My 2 -9.41 0.00 120.13 Max.Vy 4 4.62 -120.13 0.00 Max.Vx 2 -4.62 0.00 120.13 L8 70-42.42 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -18.53 0.00 0.00 Max.Mx 4 -12.09 -244.88 0.00 Max.My 2 -12.09 0.00 244.88 Max.Vy 4 7.01 -244.88 0.00 Max.Vx 2 -7.01 0.00 244.88 L9 42.42-1 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -30.48 0.00 0.00 Max.Mx 4 -21.01 -696.89 0.00 Max.My 2 -21.01 0.00 696.89 Max.Vy 4 11.81 -696.89 0.00 Max.Vx 2 -11.81 0.00 696.89 Job Page WxToweY 120-ft Monopole- MFP#94122-133 6 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX.-mike@mfpeng.com �C Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Tivist No. Deflection Load ft in Comb. o ° Ll 120-110 4.614 13 0.3883 0.0000 L2 110-100 3.802 13 0.3858 0.0000 L3 100-90.5 3.011 13 0.3654 0.0000 L4 90.5-90 2.329 13 0.3136 0.0000 L5 90-80 2.296 13 0.3114 0.0000 L6 80-70.5 1.703 13 0.2491 0.0000 L7 70.5-70 1.295 13 0.1541 0.0000 L8 70-42.42 1.279 13 0.1537 0.0000 L9 48.5-1 0.663 13 0.1168 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appinlenance Gov. Deflection Tilt Tivist Radius of Load Curvature ft Comb. in o ° ft 115.00 Radome Cylinder(36"0 x 10') 13 4.207 0.3877 0.0000 180454 105.00 Radome Cylinder(36"0 x 10') 13 3.401 0.3803 0.0000 28090 95.00 Radome Cylinder(36"0 x 10') 13 2.639 0.3384 0.0000 10440 85.00 Radome Cylinder(36"0 x 10') 13 1.983 0.2883 0.0000 9175 75.00 Radome Cylinder(36"0 x 10') 13 1.465 0.1872 0.0000 5823 Maximum Tower Deflections - Design Wind Section Elevation Hors. Gov. Tilt Tivist No. Deflection Load ft in Comb. o ° L1 120-110 26.438 2 2.2218 0.0000 L2 110-100 21.792 2 2.2076 O.OQ00 L3 100-90.5 17.265 2 2.0909 0.0000 L4 90.5-90 13.363 2 1.7951 0.0000 L5 90-80 13.176 2 1.7822 0.0000 L6 80-70.5 9.781 2 1.4273 0.0000 L7 70.5-70 7.445 2 0.8845 0.0000 L8 70-42.42 7.352 2 0.8826 0.0000 L9 48.5-1 3.815 2 0.6713 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature rt Comb. in ° ft 115.00 Radome Cylinder(36"0 x 10') 2 24.111 2.2186 0.0000 31656 105.00 Radome Cylinder(36"0 x 10') 2 19.498 2.1759 0.0000 4925 95.00 Radome Cylinder(36"0 x 10') 2 15.139 1.9364 0.0000 1832 85.00 Radome Cylinder(36"0 x 10') 2 11.385 1.6505 0.0000 1611 75.00 Radome Cylinder(36"0 x 10') 2 8.420 1.0739 0.0000 1021 WxTower Job Page 120-ft Monopole- MFP#94122-133 7 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX.-mike@mfpeng.conz ��' Pole Design Data Section Elevation Size L L„ Klh• A P„ rDPn Ratio No. P„ ft ft ft in2 K K �P, L1 120-110(1) TP12.75x12.75x0.375 10.00 0.00 0.0 14.5790 -1.95 551.08 0.004 L2 110-100(2) TP12.75x12.75x0.375 10.00 0.00 0.0 14.5790 -3.64 551.08 0.007 L3 100-90.5(3) TP12.75x12.75x0.375 9.50 0.00 0.0 14.5790 -5.32 551.08 0.010 L4 90.5-90(4) TP14xl2.75x0.5 0.50 0.00 0.0 19.2423 -5.34 727.36 0.007 L5 90-80(5) TP14xl4x0.5 10.00 0.00 0.0 21.2057 -7.35 801.58 0.009 L6 80-70.5(6) TP14xl4x0.5 9.50 0.00 0.0 21.2057 -9.32 801.58 0.012 L7 70.5-70(7) TP36x14x0.5 0.50 0.00 0.0 21.2057 -9.37 801.58 0.012 L8 70-42.42(8) TP39.4060.25 27.58 0.00 0.0 30.4708 -12.09 1782.54 0.007 L9 42.42-1(9) TP4408.15050.3125 47.50 0.00 0.0 43.3325 -21.01 2534.95 0.008 Pole Bending Design Data Section Elevation Size M,,,r �M,r Ratio M y, Ratio No. MI. M,ry ft kip ft kip ft Ou. kip ft kip ft OM,,,, L1 120-110(1) TP12.75x12.750.375 5.05 180.95 0.028 0.00 180.95 0.000 L2 110-100(2) TP12.75x12.75x0.375 20.02 180.95 0.111 0.00 180.95 0.000 L3 100-90.5(3) TP12.75x12.75x0.375 43.07 180.95 0.238 0.00 180.95 0.000 L4 90.5-90(4) TP14xl2.75x0.5 43.07 236.48 0.182 0.00 236.48 0.000 L5 90-80(5) TP14xl4x0.5 78.11 287.18 0.272 0.00 287.18 0.000 L6 80-70.5(6) TP14xl4x0.5 117.83 287.18 0.410 0.00 287.18 0.000 L7 70.5-70(7) TP36xl4x0.5 117.83 287.18 0.410 0.00 287.18 0.000 L8 70-42.42(8) TP39.4060.25 244.88 1527.24 0.160 0.00 1527.24 0.000 L9 42.42-1(9) TP4408.15050.3125 696.89 2569.51 0.271 0.00 2569.51 0.000 Pole Shear Design Data Section Elevation Sipe Actual pV„ Ratio Actual 0T„ Ratio No. V„ V. T. T„ ft K K 0V, kip ft kip-ft 0T, L1 120-110(1) TP12.75x12.750.375 1.01 165.32 0.006 0.00 179.87 0.000 L2 110-100(2) TP12.75x12.75x0.375 1.98 165.32 0.012 0.00 179.87 0.000 L3 100-90.5(3) TP12.75xl2.75x0.375 2.90 165.32 0.018 0.00 179.87 0.000 L4 90.5-90(4) TP14x12.75X0.5 2.91 240.47 0.012 0.00 235.01 0.000 L5 90-80(5) TP14x14x0.5 3.80 240.47 0.016 0.00 285.42 0.000 L6 80-70.5(6) TP14xl4x0.5 4.59 240.47 0.019 0.00 285.42 0.000 L7 70.5-70(7) TP36xl4x0.5 4.62 632.36 0.007 0.00 285.42 0.000 L8 70-42.42(8) TP39.406x0.25 7.01 534.76 0.013 0.00 1798.36 0.000 L9 42.42-1(9) TP4408.15050.3125 11.81 760.49 0.016 0.00 2909.57 0.000 tnx Ower Job Page 120-ft Monopole- MFP#94122-133 8 of 8 Michael Plahovinsak,P.E. Project Date 18301 State Route 161 NY1066 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers FAX.-mike@mfpeng.con: �C Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ MY M„Y V„ T„ Stress Stress ft g„ rpm- OM,,,. �V„ OT„ Ratio Ratio L1 120-110(1) 0.004 0.028 0.000 0.006 0.000 0.031 1.000 4 8 2 " L2 110-100(2) 0.007 0.111 0.000 0.012 0.000 0.117 1.000 4 8 2 b' L3 100-90.5(3) 0.010 0.238 0.000 0.018 0.000 0.248 1.000 4 8 2 M L4 90.5-90(4) 0.007 0.182 0.000 0.012 0.000 0.190 1.000 4 8 2 Y L5 90-80(5) 0.009 0.272 0.000 0.016 0.000 0.281 1.000 4 8 2 i L6 80-70.5(6) 0.012 0.410 0.000 0.019 0.000 0.422 1.000 4 8 2 L7 70.5-70(7) 0.012 0.410 0.000 0.007 0.000 0.422 1.000 4 8 2 L8 70-42.42(8) 0.007 0.160 0.000 0.013 0.000 0.167 1.000 4 8 2 Y L9 42.42-1(9) 0.008 0.271 0.000 0.016 0.000 0.280 1.000 4 8 2 Section Capacity Table Section Elevation Component Siae Critical P oP.11- % Pass No. ft Type Element K K Capacity Fail L1 120-110 Pole TP12.75xl2.75x0.375 1 -1.95 551.08 3.1 Pass L2 110-100 Pole TP12.75xl2.75x0.375 2 -3.64 551.08 11.7 Pass L3 100-90.5 Pole TP12.75xl2.75x0.375 3 -5.32 551.08 24.8 Pass L4 90.5-90 Pole TP 14xl2.75x0.5 4 -5.34 727.36 19.0 Pass L5 90-80 Pole TP14xl4x0.5 5 -7.35 801.58 28.1 Pass L6 80-70.5 Pole TP14xl4x0.5 6 -9.32 801.58 42.2 Pass L7 70.5-70 Pole TP36xl4x0.5 7 -9.37 801.58 42.2 Pass L8 70-42.42 Pole TP39.4x36x0.25 8 -12.09 1782.54 16.7 Pass L9 42.42-1 Pole TP44x38.1505x0.3125 9 -21.01 2534.95 28.0 Pass Summary Pole(L6) 42.2 Pass RATING= 42.2 Pass Michael F.Plahovinsak,P.E. Job 120-ft monopole- MFP #94122-133 Page BP&AB Calc 18301 State Route 161 W Plain City,OH43064 Project Date Phone:614-398-6250 NY1066 Mattituck 12/1/2022 email:mike@mfpeng.com Client Designed by TARPON TOWERS Mike Anchor Rod and Base Plate Calculation TIA-222-H Factored Base Reactions: Pole Shape: Anchor Rods: Base Plate: Moment: 697 ft-kips 18-Sided (8)2.25 in.A615 GR. 75 2.5 in.x 57.18 in.Rounc Shear: 12 kips Pole Dia. (D f): Anchor Rods Evenly Spaced fy=50 ksi Axial: 21 kips 44.00 in On a 51.18 in Bolt Circle Anchor Rod Calculation According to TIA-222-H section 4.9.9 C 7 �V— 0.75 5 "IIA 4.9.6 Iboits= 2619.39 in 2Momet of Inertia P„= 84 kips Compr Force V„= 1.5 kipsshearForce Rnt= 325.00 kips Nominal Tensile Strength Rnv= 198.80 uP5 co.s x fu x ag> Stress Rating= 35.7% Satisfies TlA-H 4.9.9 Base Plate Calculation According to TIA-222-H (� = 0.90 TIA4.9 MPL= 209.3 in-kip Plate Moment L= 17.3 In Section Length Calculated Moment vs Factored Resistance Z= 27.0 Plastic Section Modulus 209.26 in-kip 1215 in-kip MP= 1349.9 in-kip Plastic Moment Mn= 1214.9 in-kip Factored Resistance Stress Rating= 17.2% Anchor Rods Are Adequate 35.7% Q Base Plate is Adequate 17.2% Q Job Page Michael F.Plahovinsak,P.E. 120-ft monopole-MFP#94122-133 FND 18301 State Route 161 W Project Date Plain City,OH 43064 NY1066 Mattituck 12/1/2022 Phone:614-398-6250 Client Designed by email:mike@mfpeng.com TARPON TOWERS Mike Caisson Calculation According to TIA-222-H 1.Foundation overturning resistance calculated with PLS Caisson,for Brom's method for rigid piles. Soil layers modeled after recommendations from the geotechnical report. 2.Cohesion strength for the upper IS ft has been reduced by 5091, 3.An additional load factor of 1.3 has been applied to the reinforcement design 4.Foundation has been designed with applied loads per TIA-222-H 5.Design water table=1 I ft below grade (*** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (£t) = 6.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (£t) = 0.50 +++ SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (Pcf) (Ps£) (degrees) 1 S 3.00 0.00 100.0 1.000 -0.00 2 S 8.00 3.00 100.0 3.000 30.00 3 S 20.00 11.00 37.6 3.000 30.00 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 697.0 VERTICAL (k) = 21.0 SHEAR (k) = 12.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.33 *** CALCULATED PIER LENGTH (£t) = 28.000 +++ CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (Pcf) (Psf) (k) (£t) S 0.50 3.00 100.0 1.000 8.10 2.50 S 3.50 8.00 100.0 3.000 302.40 8.26 S 11.50 4.21 37.6 3.000 268.32 13.65 S 15.71 7.29 37.6 3.000 -549.04 19.48 +++ SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft-k) SHEAR (k) MOMENT (ft-k) 0.00 29.8 4510.9 22.3 3383.3 2.30 26.9 4577.7 20.1 3433.3 4.60 0.6 4619.9 0.4 3465.0 6.90 -64.6 4551.7 -48.5 3413.9 9.20 -158.4 4300.7 -118.8 3225.6 11.50 -280.7 3801.2 -210.5 2851.0 13.80 -422.7 2994.3 -317.0 2245.8 16.10 -522.6 1958.7 -392.0 1394.0 18.40 -359.2 842.6 -269.4 631.9 20.70 -185.0 214.8 -138.7 161.1 23.00 0.0 0.0 0.0 0.0 *** TOTAL REINFORCEMENT PCT = 0.68 REINFORCEMENT AREA (in-2) = 27.69 +*+ USABLE AXIAL CAP. (k) = 20.0 USABLE MOMENT CAP. (ft-k) = 3525.4 Approx. Foundation Usage 21.8% As-Designed: -6-£t Diameter caisson x 28-ft long (27.5-ft Embededwith 0.5-£t above grade) 'Concrete strength =4000 PSI @ 28 days. Estimated Concrete Volume = 29 CY3. ___.__-..____________-________ ______--_--_.-_--__-_--___-___________-I 1(22) })10 Vertical Rebar. Steel Cross-Section = 27.94 in2 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 1000 Pike Street, Mattituck, New York, known and designated as Suffolk County Tax Map District 1000, Section 140, Block 3, Lot 11.1 (the "Property"), owned by the Mattituck Fire District(the "Owner"), with a mailing address of 1000 Pike Street, Mattituck,New York 11952. 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: 1. 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. MATTITUCK FI ISTRICT By: Name: -�U j4 4o,?-f Title: 611&(rrn&v Sworn to before me this the LV day f s 20205 Noiaf Publ c JESSICA HARRIS NOTARY PUBLIC-STATE OF NEW YORK No. 01HA6238954 Auolifled In Suffolk County My Commission Expires April 11, 20Q23 OFFICE LOCATION: Town Hall Annex MAILING ADDRESS %54375 State Route 25 P.O. Box 1179 (cor. Main Rd. &Youngs Ave.) Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: January 26, 2023 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. ......._........... ................... _............................. Applicant/Project Tax Map # Amount Check Date/No. Name & Type _ .......... Verizon Upgrades at Mattituck fire 140.-3-11.1 $4,000 1/25/2023 #11007 SURVEY FOR MA TTIT UCK FIRE DISTRICT AT MATTITUCK E TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ✓ � M E�ta5af �.s�/ \� � � C'1 1000-140-03-11.1 SCALE.• 1=20 JULY 5, 1994 9 AUG. 5, 1994 (ADDITIONS) a'c� , ,sn oilCA i� „s @ MAY 1, 1998 (FINAL) JAN. 16, 2004 JULY 1, 2014 U� E FIRE HOUSE�9812 sq. ft. $ \\ T BUILDING= 2769 sq. ft, �-� ° \\\Ill MEN p, r L OFFICE-935 sq. ft ".iAO E GARAGE� 648 sq ft UTILITY ROOM x 115 sq. ft spa+ BRICK ENTRY$ 82 sq M TOTAL - 14361 sq. ft. LOT COVERAGE-- 14361/57052 sq. ft. = 25.2Z o 0 �® ST pc N1°� L1ER J• ORS°SKI LANDSCAPE COVERAGE- 7291 sq. ft. WA LANDSCAPE COVERAGE x 7291157052 sq. ft. = 12.87 i r p&` 46 PARKING SPACES �t �oy' MhRY OERONlolINKA ; F N�°I caRF tf --"-------�_°•--- =UNDERGROUND EL€MIC `.: �L:: •:"' N YS LIC. NO. 49919 I ANY AVERARON OR AM MON TO M15 SURV€Y19 A—NDLAMM C0FI1C'- YORS P.C. POESIDL€UNDERGROUND s"iR€N FEMb ® =LIGHT POST AREA =1.0097 Acre@ t#SPUUUN/2090F THE NEW YDRX SrAff€oLaMy (631) 755=5020 FAX(€39) 765=1799 ALARM R COMPUTER LINK I EXCEPT A;PER SEORDR 72D9—SUMMS16M<f All E€RM9t4.notis' ■ =MONUMENT €L€VA7IONS ARE.R£F�7£NCED TO A6 VD MMEW ARL VAUU FOR THIS MAP AND 0,919E IYER€OF ONLY IF P 0. 90X 909 WETLANDS fDD'PLUS MILLI MAP OR COPIES BEAR 719E WPR€=Sul.OF ME SURVEYOR 12JO TRAVELER STREET WHUSE SIGNATURE APPEARS HEREON SOUTHOLD. N.Y. 11971 94'"2�� SURVEY FOR MA TTIT UCK FIRE DISTRICT AT MATTITUCK E TOWN OF SOUTHOLD T R �' i"" �p SUFFOLK COUNTY, N.Y. 1000-140-03-11.1 K E P SCALE. 1'=20 N P I P s v �'°f m s ;-a z x+ JULY 5, 1994 AUG. 5, 1994 (ADDITIONS) c� � �eStt of ib j5 �$ �q MAY 1, 1998 (FINAL) f 6 Flo JAN. 16, 2004 b JULY 1, 2014 V\ m � p 5 N A P FIRE HOUSE-9812 sq. ft. BUILDING- 2769 sq. ft, v E M E N c GARAGE, 648 sq ft P A E a unuTY ROOM x 115 sq. ft 8R1CK ENTRY x 82 sq fL TOTAL - 14361 sq. ft. a ®a LOT COVERAGE-- 14361/57052 sq. ft. = 25.29' �p f PSVNA�1 .,N ' LOtNSKI & OR i m � air* s 0/F JEAN ()RL°V'SK LANDSCAPE COVERACE- 7291 sq. ft. r� O ® N/ WILIER LANDSCAPE COVERAGE 7291157052 sq. ft. = 12.87 46 PARKING SPACES w• '' G gU,,NG 1Uf,7Y .90•Y'NlolF MA¢Y 0ER°INKA � i FAIN / r,'E:\'<\•. cog AtI: O. 4991,9 =UND€RGROUND EL€C1RIL' Ni ANY ALT€RAAON OR ADDIRON TO THI.9 9MEVN A NSLAnoN ep .- YORE, A —- =POOSE19L€UNDERDRBUND sir€N PF qFd oQ =UGHT POST AREA I.G'097 Aerea UP SLUHUN A209UF IHE NEW YBRX STATE EMN116M LAW. =ALARM A,COMMER UNIt 1 EXCEPT A,P€R S€CAON 7209-SUBDIVISION 3 ALL 0EMMA.MN9 f631) 7S5'5020 FAX(€39) 765=1799 ■ =MDNUAIENT ELEVATIONS ARE.REFF RENCED TO N.0.V.D MHEUN ARE VAUU p 31VR THIS MAP AND CORES PEOF ML_Y W: F 0. 80X 9O9 WERANDS SOD'Pius SAIV MAP UR COMES REAR IHE IMPR€SS€D S€AG 8F THE 90?VE R 1230 TRAVELER STREET Y/HUSE SIGNATURE APPEARS HEREON. SOUTHOLD N.Y. 11971 94--211 SURVEY FOR MA TTIT UCK FIRE DISTRICT AT MATTITUCK TOWN OF SOUTHOLD T R '' SUFFOLK COUNTY N.Y. J E M£ tAy,e �� \ ® `> 1000-140-03-11.1 E P A i" �� „p t �^ SCALE. 1'=20' K 0 JULY 5, 1994 AUG. 5, 1994 (ADDITIONS) o�sE /5 �+5 9y MAY 1, 1998 (FINAL) ,1 JAN. 16, 2004 / �/ of �• „� 9 JULY 1, 2014 9v "SS s 4 p °•' m`' \\ FIRE HOUSE s 9812 sq. ft. y \\ t BUILDING-2769 sq. ft. oNv \1 M E w c y OFFICE- 935 sq. ft A E o GARAGE m 648 sq ff -p p\\ p\\\ U77UTY ROOM 115 sq. ft q d` BRICK ENTRY S 82 sq ft a to TOTAL - 14361 sq. ft. A LOT COVERAGE= 14361/57052 sq. ft. = 25.27 LO K� �t A O R �K se F JEAN ORUO LANDSCAPE COVERAGE: 7291 sq. ft. v3 O ® N/OWALiER LANDSCAPE COVERAGE x 7291157052 sq. ft. = 12.87 46 PARKING SPACES 1B7"! 1 Cl� d + c�� 567a9B F MAPY ofiz KP /cop ,;d�'1 poAO ---—-�_—- =UND€RCROUND EL€CIRIC N Y I_ 0. 49818 POERPLE UND£REROUND 9iR€N ffed I ANY ALTERARON OR ADDITION TO THIS 9URV€Y!f A NS AMM C'OW-" YE�`ORS P.C. 0 =LIG14T PW- AREA=9.3097 Acre@ U7 SLL'IIUN '2V9LW 714E NEW YORK 9TAff€o tdAPM LAW. _ (€31) 7ti5--5020 FAX(031) 785-1999 -•--�___ =�a_ =ALARM R COMPUTER UIVK 1 EXCEPT AS PER SEMIDN 72D9-SUpDIV/9ION<' ALL O€R31F7F.Anotis' ■ =MONUMENT ELEVA77ONS ARE.REFERENCED TO Al0 V.0 NLHLUN ARE VAUU FOR THIS MAP ANO CSPI€9 IYERME ONLY X P 0. 80X 909 WERANDS hOD'PLUS saD MAF uR GUPr€s DEAR IRE IMPR€99ED SE4 OF IRE30MYOR 1230 TRAVELER STREET WHUSL SIGNATURE APPEARS HEREON. $D1/T}IDLD IV y 11971 94-211 SURVEY 'f FOR MA TTIT UCK FIRE DISTRICT AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-140-03-11.1 SCALE.• 1'=20 pI P E x JULY 5, 1994 9 AUG. 5, 1994 (ADDITIONS) sn ogld ig ,+5 m �� 'r, MAY 1, 1998 (FINAL) 4 B N 5. Fly, 7� JAN. 16, 2004 ff JULY 1, 2014 ' - £�- art�wd°- ��:.•• ��- �- � >� o� a e, �� `,,y .. �.0 � ,,, .. .,- E �0 FIRE HOUSE 9812 sq. ft. BUILDING s 2769 sq. R, OFFICE- 935 sq. ft GARAGE� 648 sq ft a 115 ft �� BRICK ENTRY 82 sq R.sd+ °` ' TOTAL - 14361 sq. ft. LOT COVERAGE= 14361/57052 sq. ft, = 25.2Z t ® 0101F JEAR oRLD,K LANDSCAPE COVERAGE- 7291 sq. ft. J. 0 WpLJE LANDSCAPE COVERAGE Y 7291/57052 sq. ft. = 12.82;r A13L ' u&� % fi 45 PARKING SPACES 01311 �tweo A "' F MAQY OERpINK � i N�o/F C-baP POAD --`-----�_—- =UNDERGROUND€L€C1RIC I 'f' N X S. LIC. NO. 49919 -- —°------ ANY ALTERARON OR ADDIRON TO 174/5 9URWY 19 A WOLA,noN CDIl71C�= YORE, Ael =POSSIBLE UND€RORBUND SIREN FFFd =LIGHT POST AREA=1.8097 Acrcm VP SEUUUN 12UPET 1HE NEW PORK StAff EOUCA7�dH LAW. (g31) 765=5020 FAX(6-31) 785=1797 ---a==--=�- - =ALARM R COMPUTER IIMY I EXCEPT AS PER EEORON 72D9-S18D1NSION S ALL t ENT,15An-W1 =MONUMFNi €L€VA710ME ARE REFERENCED TO N.OV.D HEREON ARE vAUU TOR THIS MAP AND ddP!€S TN€R€dF oN1'r,iF_ P 0. 80X 909 WERANDS f00'PLUS SAID MAP OR COpI€S BEAR THE IMPRESSED SEAL O M SURWYCR 1230 TRAVELER STREET WHUSE WGNATUNE APPEARS PER€ON. SOUNOLD, N.Y. 11971 94-211 CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: At f � ; Air m . , a IV a 7 \ & f � 40, x. M 1000 PIKE STREET, MATTITUCK, NY 11952 A R C H I T E C T S VZW PROJECT ID : 16275608 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 ( www.wfcaia.com WFC PROJECT 22- 15255 cl, 2 �` 1A, LATEST ISSUANCE SITE INFORMATION PROJECT CONTACTS DRAW114G INDEXINITIAL ISSUANCE REVISION NO. 8, DATE I` VERIZON WIRELESS SITE NAME: "RIVERHEAD 3" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL SITE TYPE/DESCRIPTION: ON MONOPOLE: WEST NYACK, NY 10994 T-100.00 TITLE SHEET 10/05/22 2 10/17/22 CONSULTANT: (3) OF (3) EXISTING ANTENNAS TO BE REMOVED AND REPLACED PROPERTY OWNER: JAMESPORT FIRE DEPARTMENT (631) 722-3817 G-100.00 GENERAL NOTES AND ABBREVIATIONS 10/05/22 2 10/17/22 WITH (3) NEW ANTENNAS. (6) EXISTING DIPLEXERS TO BE P.O. BOX 54 REMOVED AND REPLACED WITH (3) NEW TRIPLEXERS. JAMESPORT, NY 11947 A-100.00 SITE PLAN, SOUTH ELEVATION AND ENLARGED EQUIPMENT PLAN 10/05/22 2 10/17/22 A-101.00 ANTENNA INFORMATION AND EQUIPMENT DETAILS 10/05/22 2 10/17/22 AT GRADE: A-102.00 ANTENNA MOUNTING DETAILS 10/05/22 2 10/17/22 (1) EXISTING MOD CABINET TO BE REMOVED AND LEASING CONTACT: JIM KORWAN (516) 946-8920 REPLACED WITH (1) NEW DELTA CABINET. (1) EXISTING BATTERY CABINET TO BE REMOVED. (12) EXISTING RRHS TO BE REMOVED AND REPLACED WITH (9) NEW RRHS. (9) EXISTING COMBINERS TO BE REMOVED. (6) EXISTING DIPLEXERS TO BE REMOVED AND REPLACED WITH (3) NEW CONSTRUCTION CONTACT: PENDING - QUAD TRIPLXERS AND (3) NEW QUAD DIPLEXERS. NO. DATE SUBMISSION PROJECT LOCATION: 1000 PIKE STREET, 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW MATTITUCK, NY 11952 A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.1 15 1 10/14/22 REVISED PER ATTORNEY COMMENTS VZW PROJECT ID: 16275608 2 10/17/22 ISSUED FOR FILING VZW LOCATION CODE: 267403 PSEG CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 LATITUDE: N 40° 59'34.4" (NAD 83) - ..... --- ------ —— ------�..__.----- -- LONGITUDE: W 72°31' 59.7" (NAD 83) NATIONAL GRID CONTACT: N/A ELEVATION: +/-8' AMSL (NGVD 29) BUILDING FIRE ALARM CONTACT: N/A ZONING JURISDICTION: TOWN OF SOUTHOLD NO. DATE REVISION SECTION: 140 KEY PLAN: BLOCK: 03 LOT(S): 11.1 ZONING DISTRICT: HB"HAMLT BUSINESS ZONE" FL mr*'IffkE%Tff M 'Am P LUIuATK014 MAr AREA OF WORK r d ug, \ „A ...:. .. .: g F \ \ $ G:.ryry":?e , 01 AE a r a ' ........::: w > a E11�, All LS6 UPGRADE MR u I~ VZW PROJECT < CT ID. 16275608 , 41Alk ns 1000 PIKE STREET mat 9 ,a w, MATTITUCK, NY 11952 :.� it r: :. <K�,r.:. TITLE: r e r, v TITLE SHEET 511 t~ . DATE: 10/04/22 PROJECT NO: 22-15255 DRAWN BY: ` TJ CHECKED BY: BS RECEIVED SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH SITE LOCATION NORTH [JAN 2 0 2023 �I Soucho#d Town Planning Board "1100000 GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVI I . . , rw : DRAWING LEGEND: GENERAL REQUIREMENTS SITE LEGEND: \ WARRANTIES: - - . 1. Information shown on these drawings is for design intent only. Verify existing conditions A/C AIR CONDITIONING IG ISOLATED GROUND S, I project for a minimum and dimensions in field. Coordinate discrepancies with the architect and/or engineer. Do not 1. The Contractor shall guarantee all labor and materials used In this p oJec - _== New Wall Partition x4! Contour/ Topo Line AC ACOUSTICAL ID INSIDE DIAMETER . scale drawings to determine dimensions. period of one (1) year commencing from the date of final acceptance by the client. ACP ACOUSTICAL PANEL INFO INFORMATION ACT ACOUSTICAL TILE INSUL INSULATION D (ION) J ,. New Rated Partition -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL "k 2. Establish lines, grades and benchmarks necessary for proper work from given survey g 2. The Final date of acceptance is deemed as the date that all required state and federal AFF ABOVE FINISH FLOOR data. work shall be erected and installed plumb, level, square and true and in proper p :, approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE J , :`. . ., \\ alignment. New Partial Ht. Partition Stockade Fence Line : ... k' A. Final inspection AGL ABOVE GROUND LEVEL JC JANITOR'S CLOSET in strict accordance with provisions of local state federal laws ALT ALTERNATE 3. All work shall be done p B. Certificate of Occupancy p y Existing Partition -X-X-X- Chain Link Fence Line ATS AUTOMATIC TRANSFER SWITCH K ordinances OSHA standards and regulations wherever applicable. Contractor shall E st g ' g ALUM ALUMINUM KW KILOWATT < coordinate and arrange all third party special inspections required under NYSBC chapter 17. 3. Any deficiencies that come evident during this one (1) year period shall be corrected by ANSI AMERICAN NATIONAL N r Existing Door to Remain cis Gas Piping Line STANDARDS INSTITUTE L 4: 4. The Contractor shall be responsible for quantities of work. furnish labor, materials and the Contractor at the Contractor's expense. ANT ANTENNA LAM LAMINATE (D) equipment required to complete Work. Door/ APPV'D APPROVED LAN LOCAL AREA NETWORK Door/Wall To Remove E Electrical Conduit ARCH ARCHITECT(URAL) LB (LBS) POUNDS(S) A R C H I T E C T S 5. Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 required b governing state law prior to start of work. 000o AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com q Y g g p A. Workmanshipshall be of the highest quality and done b employees skilled in the �� New Door T Telco Conduit g q Y YLTE LONG TERM EVOLUTION 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. C/ Detail Number TA Electrical/Telco B conditions prior to submission of bid. Notify the architect immediately and prior to progress �OEI� of work if unusual field conditions arise. B. All work which fails to meet the standard as herein described, shall be replaced by the 1 Conduits BBU BASE BAND UNIT MAX MAXIMUM �1c, ya, , Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker BD BOARD MATL MATERIAL initial failure or the corrective repairs. o Ground Wire Conduit BLDG BUILDING MBD/MBDS MAIN DISTRIBUTION BOX(ES) r '-:� 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, Cl�Drawing Page Number BLK BLOCK MECH MECHANICAL and shall notify the architect of any discrepancies, conflicts, and/or omissions which would �f) - C. All items of work identified on the drawings b name note or material designation are B.O. BOTTOM OF MFR (D) MANUFACTURE (R) (D) interfere with the satisfactory completion of the work. Should the Contractor fail to follow this g Y g CH Overhead Wire /BASEMENT MF AS RMANUF(S)MANUFACTURER (5) procedure and continue with the work, the Contractor shall assume all responsibility and new, unless otherwise noted. BSMT B 1 BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS liability arising therefrom. SP-101 SAFETY & HEALTH PROVISIONS Elevation View Catch Basin/Drywell BUR BUILT UP ROOFING N I V CONSULTANT: 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2". A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 Door Number - - Light Pole q/CL CENTER LINE NO NUMBER pack spaces solid with mineral wool or approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable ,. Elevation Benchmark �,� Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other CDMA CODE DIVISION MULTIPLE ACCESS 0 9. In all cases, drawings shall not be scaled for information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with CEM CEMENT must be verified in the field. applicable laws, ordinances, rules, regulations, and lawful orders of public authorities Partition Type Tag Fire Hydrant CLR CLEAR (ANCE) CA OVERALL bearing on the safety of all persons and / or their protection from injury. The Contractor shall CLG CEILING OC (o.C.) ON CENTER 10. All new materials and installations shall be in accordance with the manufacturers latest erect and maintain, as required by existing conditions and performance of the Contract, dI COAX COAXIAL CABLE OD (O.D.) OUTSIDE DIAMETER printed specifications, and with all applicable code requirements 2 x 2 Ceiling Grid I Sign CMU CONCRETE MASONRY UNIT OH OVERHEAD p p pp q reasonable safeguards for safety and protection, including erecting temporary barriers, I CNTR COUNTER OPNG OPENING posting danger signs and other warnings against hazards, promulgating safety regulations COL COLUMN OPP OPPOSITE NO. DATE SUBMISSION 11. All work shall be performed in accordance with best standard trade practices. Each and notifying in owners and users of ad�acent sites, s aces, and utilities. 2 Revision Number trade shall cooperate with other trades to facilitate job scheduling and completion. y g J p ELECTRICAL& MECHANICAL LEGEND: CONC CONCRETE 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW p J g p CONST CONSTRUCTION 1 10/14/22 REVISED PER ATTORNEY COMMENTS B. All necessary precautions shall be taken by the Contractor, throughout the course of the Revision Cloud / Tree d Smoke Detector CONTR CONTRACT(OR) P 2 10/17/22 ISSUED FOR FILING 12. Proprietary names identifying items of work are used to designate the standard of project, to ensure that: Line CPT CARPET PCs PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. CT CERAMIC TILE PL PLATE 1. Safe and proper ingress and egress from the building and all project areas will be Sprinkler Head CTR CENTER PL LAM PLASTIC LAMINATE 13. Each contractor shall be responsible for any damage to adjoining remaining areas as a maintained. CORR CORRIDOR PNL PANEL result of his work, and shall repair damaged surfaces to their pre-existing conditions or as PP POWER PANEL may be required to complete the entire scope of the work. Field Weld Hung Exit Sign D PSI POUNDS PER SQUARE INCH Y q p P 2. Fire protection and life safety components within the building will be properly Weld All Around DB(S)/(dB) DECIBEL(S) PVC POLYVINYL CHLORIDE maintained. 14. Alterations to existing work shall be patched and finished, as necessary, to match Welding Designation 1/4" Wall Mounted Exit Sign DEMO DEMOLITION DEPT DEPARTMENT R existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be DIA(rZJ) DIAMETER RAID RADIUS spread out if placed on framed ceiling or roof members. Loads shall not exceed the Fillet Weld 15. At the completion of each workday, each trade shall be responsible for cleaning up their desi n live load per s uare foot. Provide adequate uate shoring and or bracin where Weld Size Duplex Receptacle DIAG DIAGONAL RD ROOF DRAIN work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be g p q q g g DIM DIMENSION REF REFERENCE NO. DATE REVISION 1 structure has not attained design strength. DL DEAD LOAD REINF REINFORCED free of all debris and broom clean upon completion. Quad Receptacle DN DOWN REQ'D REQUIRED KEY PLAN: 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless DP DAMP PROOFING RF RADIO FREQUENCY 16. Where applicable, clean all floors, walls, doors, misc., glass, etc. leaving job free of dust agreed to in advance, in writing, with the property owner. Light Switch DR DOOR RFCC RF CONCEALMENT POLE and debris, prior to project completion. DTL DETAIL RFG ROOFING 5. Building security shall be maintained in order to prevent unauthorized entry to the MATERIAL LEGEND: DWG DRAWING RIP RETIRE IN PLACE 17. Existing equipment and materials to be removed, which are not required to be relocated premises and / or secured portions thereof. Emergency Light (Existing) DWR DRAWER RRH/RRHs REMOTE RADIO HEADS) or retained by the owner, shall become the property of the contractor and removed from the RM ROOM premises. 6 W G i E RO ROUGH OPENING I ..L.. ..3_ ._. . Water, as, Electricity, and other utilities as applicable, shall not be interrupted during Concrete ' Emergency Light (New) EA EACH construction, unless agreed to in advance, in writing, with the property owner. "' ''' �'' 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 EIFS EXTERIOR INSULATION FINISH SYSTEM p days, air entrained from 4% to 5%. 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Steel Section p Pendant Flood Light ELEC ELECTRIC (AL) ELEV ELEVATION S SOUTH work broom clean at the end of each day. f ` 19. Elevation U-0" is a reference of the existing grade height. Notation to heights will be \� / EMDED EMBEDDED SCHD/SCH SCHEDULE � ,�_L_, i from this elevation, unless otherwise noted. ��i�\ \\j Undisturbed Earth/Soil � Smoke Detector EMERG EMERGENCY SD STORM DRAIN \��\�\�`� ENCL ENCLOSE (ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containing Stone/Gravel Existin Fire Extin uisher EQ EQUAL SF SQUARE FOOT material(s) encountered throughout. If existing asbestos containing material is encountered g g ETC ET CETERA Sim SIMILAR AREA OF WORK EXC EXCAVATE SPEC SPECIFICATION during the work, report this immediately to the Verizon Wireless construction manager for EXH EXHAUST SPR SPRINKLER remediation. Galv. Steel Grating New Fire Extinguisher EXIST/(E) EXISTING SQ SQUARE c SS (S/S) STAINLESS STEEL 21. Large scale drawings take precedent over small scale drawings. Detail drawings take X X X X X X X ; Galv.Steel Diamond Plate o New 4' Pendant Light r STD STANDARD precedent over large and small scale drawings. x x x x x x x x FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE 22. The Contractor shall be responsible for documenting existing conditions prior to start of Brick Facade ® Supply FD FLOOR DRAIN SUSP SUSPENDED PFM work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION of existing damaged items, not specifically noted on construction drawings. Provide copies Return FE FIRE EXTINGUISHER T of this documentation to the architect & Verizon Wireless Construction Manager at start of Z FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall F A I LI FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FLR FLOOR (ING) THK THICK(NESS) at their own expense. FP FIREPROOF TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION p FPSC FIREPROOF SELF-CLOSING T.O. TOP OF MATTITUCK RELO 1. NEW features labeled as such; all else existing or future by others. ALL CONTRACTORS'WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES FT FEET T.O.S. T.O.S. (TOP OF STEEL) LSb UPGRADE 23. In the event of a discrepancy between drawings and specifications or between drawings AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION FTG FOOTING TYP TYPICAL bring the discrepancy to the architect's attention immediately, in writing, for clarification. 2. The EXISTING public utility wireless communications facility will be unmanned and will be OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL VZW PROJECT ID: 16275608 visited approximately once a month for maintenance purposes; therefore it is not anticipated to GOVERN THE DESIGN. THE FOLLOWING CODES ARE NOTED: G U 24. The Contractor shall take no advantage of any apparent error or omission in the generate additional traffic. GA GAGE, GAUGE uL UNDERWRITERS LABORATORIES contract documents. in the event the contractor discovers such an error, or omission in the ■ BUILDING CODE OF NEW YORK STATE 2020 GALV GALVANIZED UMTS contract documents, the contractor shall immediately notify the architect. The architect will ■ EXISTING BUILDING CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT(OR) LION UNLESS OTHERWISE NOTED 1000 PIKE STREET, 3. No additional parking is required for the EXISTING use, as this is an unmanned site. ■ MECHANICAL CODE OF NEW YORK STATE 2020 then make such corrections and interpretations as may be deemed necessary for fulfilling GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY MATTITUCK, NY 11952 the intent of the contract documents. ■ PLUMBING CODE OF NEW YORK STATE 2020 GHz GIGAHERTZ 4. No solid or liquid waste will be produced by the EXISTING use, as this is an unmanned site. ■ FUEL AND GAS CODE OF NEW YORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. ■ FIRE CODE OF NEWYORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 5. No water or sewage facilities are required for the EXISTING use. GPS GLOBAL POSITIONING SYSTEM VIF(V.I.F.) VERIFY IN FIELD GENERAL NOTES AND ABBREVIATIONS ■ NFPA 70, NATIONAL ELECTRICAL CODE (NEC) 2020 GSM GLOBAL SYSTEM FOR MOBILE VZW/VW VERIZON WIRELESS 26. The Contractor shall forward final close-out photos documenting all installed equipment, ■ NFPA 58, LIQUEFIED PETROLEUM GAS CODE 2020 TIONS mounts, connections, etc. of the completed installation at the antenna level including model 6. There will be no commercial or retail signs, nor special lighting for the EXISTING site. GYPSUM BOAR WALL numbers, down tilts, etc. to the Architect upon completion CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL W W WEST DATE: 10/04/22 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. E(AO ■ AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 22-15255 CONCRETE. HC HOLLOW CORE WD WOOD DRAWN BY: TJ 1. Maintain legal exit access for aces being interrupted b construction. Provide 60" main ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: g p g p Y CONSTRUCTION,ASD, 15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BY: BS - Final redlined As-Built drawings aisles and a min. of 44" secondary aisles for employees to exit space in case of an HT/HGT HEIGHT W/O WITHOUT g ■ 2017 ICC A117.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. SCALE: AS (DOTED emergency when working within buildings. Maintain aisles free and clear from obstruction. HM HOLLOW METAL WWM WELDED WIRE MESH - All third party inspections results Provide temporary exit diagrams, mounted in conspicuous locations for all to see. ■ TIAIEIA 222-F (REV'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE), STRUCTURAL STANDARDS DRAWING NO: - clear digital photos on disk or via email p y g p FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HP HIGH POINT WWF WELDED WIRE FABRIC - Generator start up report (When generators are installed) ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING 'M 00000 2. Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the TELECOMMUNICATIONS. HVAC HEATING VENTILATION - Certificate of Electricians Certificate and grounding test verification course of construction. Should any of these systems require shutdown, notify the Verizon ■ ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION &AIR CONDITIONING Wireless project manager, in writing, with 72 hour notice. • k ; r 7411 EXISTING VERIZON WIRELESS GAS METER ?e In s , ®£ 0 A R C H I EXISTING ROOF ACCESS HATCH - TECHNOLOGY DRIVE - SETAUKET NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com .. {GAS ROOFTOP ACCESS POINT EXISTING VERIZON WIRELESS EQUIPMENT TOP OF WHIP ANTENNAS BY OTHERS W IN ENCLOSURE. SEE 2/A-100 FOR r�,�, :• S °� MORE INFORMATION f rN,� 3 'j EXISTING VERIZON WIRELESS ELECTRIC METER �. EXISTING VERIZON WIRELESS CABLE rr, BRIDGE WITH (12) 7/8" COAX CABLES �,, 120'-0"f AGL , r;;� - ANTENNA NOTE: LP :'o TOP OF COMCEALMENT POLE �� `� p'Y ALPHA POSITION: (1) EXISTING VERIZON WIRELESS SECOR ANTENNA TO BE REMOVED AND REPLACED WITH BETA q�p CONSI1: (1) NEW VERIZON WIRELESS ANTENNA. 222 �0• hq S BETA POSITION: (1) EXISTING VERIZON WIRELESS I OR i i # ANTENNA NOTE: ANTENNA TO BE REMOVED AND REPLACED WITH ``fl „ < ALPHA POSITION: (1) EXISTING VERIZON WIRELESS 1115 -0 f AGL (1) NEW VERIZON WIRELESS ANTENNA. J t I J 4 < ANTENNA TO BE REMOVED AND REPLACED WITH (1) NEW VERIZON WIRELESS ANTENNA. GAMMA POSITION: (1) EXISTING VERIZON WIRELESS ANTENNA TO BE REMOVED AND REPLACED WITH I I BETA POSITION: (1) EXISTING VERIZON WIRELESS ANTENNA 0 o o (1) NEW VERIZON WIRELESS ANTENNA. j ? ' I Ji` TO BE REMOVED AND REPLACED WITH (1) NEW VERIZON EQUIPMENT: (6) EXISTING DIPLEXERS TO BE WIRELESS ANTENNA. GAMMA POSITION: (1) EXISTING VERIZON WIRELESS REMOVED AND REPLACED WITH (3) NEW QUAD 111 O -0 f AGL ANTENNA TO BE REMOVED AND REPLACED WITH 1 TRIPLEXERS BOTTOM OF EXISTING VERIZON WIRELESS VERIZON WIRELESS ANTENNA. ( ) NEW EXISTING MESASPAN CABINET TELCO) ANTENNA CAVITY ( # I EQUIPMENT: (6) EXISTING DIPLEXERS TO BE REMOVED NO. DATE SUBMISSION BY OTHERS AND REPLACED WITH (3) NEW QUAD TRIPLEXERS EXISTING TRANSFORMER fl 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW 1 10/14/22 REVISED PER ATTORNEY COMMENTS 2 {' f I ? ! # ; #` (112) EXISTING VERIZON WIRELESS 7/8"0 COAX CABLES i 2 10/17/22 ISSUED FOR FILING WITHIN EXISTING CONCEALMENT POLE EXISTING VERIZON WIRELESS GAS METER AND GAS PIPING ARCHITECTURAL I ' ' ' ' 0 10 20 40 1 TE PLAN SCALE: 1 "=20' 1" = 20' NORTH (4.) EXISTING CPS UNITS TO REMAIN < NO. DATE I REVISION KEY PLAN: EXISTING VERIZON WIRELESS EQUIPMENT IN ENCLOSURE. o SEE 2/A-100 FOR MORE INFORMATION " Q .. .t... GAS-13 GAS—GAS GAS-GAS G — 33'-2"f AGL TOP OF EXISTING VERIZON (: : WIRELESS CPS UNITS EXISTING 50KW NATURAL GAS GENERATOR TO REMAIN I �'#-- —€ ' ' 3 3 .... (3) EXISTING MAIN DISTRIBUTION ® f BOXES TO REMAIN mmm BRIM r AREA OF WORK 31 -2 f AGIL EXISTING 50KW NATURAL TOP OF VERIZON WIRELESS """" " li :.1.....i. :...:.SyA i,i.::y;',:.'.•' ,;1,;...:.. .yy;k r.•,w:. .:nege `:.','`.:S,i:;,.,i,,.ro EXISTING GPS UNIT TYP. OF (4) GAS GENERATOR EQUIPMENT ENCLOSURE ` o- 1 (9) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (6) NEW DUAL ,% ...., 22 -3 f AGL BAND RRHs (STACKED) q TOP OF EXISTING PARAPET EXISTING 200A PP/ATS TO REMAIN (1) EXISTING BATTERY CABINET TOAw -. EXISTING VERIZON BE REMOVED \ ;.a. > .. . .. a .€.:. ..:.:... WIRELESS ELECTRIC I . EXISTING TELCO CABINET TO REMAIN ..r. ,. METER i M ATTITUCK RELO (6) EXISTING DIPLEXERS TO BE REMOVED • 3 � I , I ff t i AND REPLACED WITH (3) NEW QUAD � BADE DIPLEXERS AND (3) NEW QUAD TRIPLEXERS I E' '` € -; VZW PR a.•..�.... I o°—o" PROJECT !D: 16275608 _ __ DELTA EXISTING EXISLING GRADE ' °..k.., CABINET DELTA DELTA (3) EXISTING RRHs AND (3) EXISTING a �: .{.I ` BATTERY CABINET,.a COMBINERS TO BE REMOVED AND wl ------____-- REPLACED WITH (3) NEW RRHs g:.,. ?. o.r.........E 1000 PIKE STREET, I 1 T, I MATTITUCK, W 11952 - ............ m TITLE: (1) EXISTING MOD CABINET TO BE SITE LAN, REMOVED AND REPLACED WITH (1) NEW DELTA CABINET SOUTH ELEVATION AND m (6) EXISTING COMBINERS TO BE REMOVED p ENLARGED EQUIPMENT PLAN EXISTING DELTA BATTERY CABINET TO REMAIN Q..--..__.. _..............._.. DATE: 10/04/22 EXISTING DELTA CABINET TO REMAIN PROJECT NO: 22-15255 DRAWN BY: TJ CHECKED BY: BS SCALE: AS NOTED DRAWING NO: AFL L L I !"°�► O�I 1 PLAN' 0' 4'-0" 80 -0" OUT ELEVATION 0' 16' 32' A ]A"1m G NORTH 3 ()0000 SCALE: 1/4 =1 -0 1/4 = 1 P-O#1 LiSCALE: 1 "=10' 1" = 10' E 3 NOTES: NEW ANTENNA (TYP. 3) ANTENNA MANUFACTURER: JMA WIRELESS �\ 1 ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS MODEL NO.. MX14FIT465-01 FOR ANTENNA CABLE INSTALLATIOV (TYPICAL FOR ALL ANTENNA CABLES) WEIGHT: 52.2 LBS. NEW RRH (TYP. OF 3) MANUFACTURER: SAMSUNG 2. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATI ON 8.1" ; OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, 14.2" 8.5" MODEL NUMBER: B5/B13 RRH GRAN (RF444Od-13A) � �L WEIGHT: 82.0 LBS -_,--NEW P1000 UNISTRUT SECURED TO EXISTING ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES ' 23 3. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION 15.0" 8.1„ PIPE MAST `` ' DENOTING COLOR CODE AND SECTOR. LINES WITH BRASS TAGS 15.0" - EXISTING PIPE MAST L -ilkU Lri p -EXISTING P1000 1u u11 UNISTRUT SECURED TO r, ..:., EXISTING PIPE MAST CABLE COLO COI G� u �, 1u111 ��uc �nd��111_,u uluuu Ciluuu��1�C(luu�� p u pp�ICp = NEW RRH WITH SOLAR u11�11111u1��11�°�1uuu11 000199 IIII 9 I:I��I�,'�pp�,.p - SHIELD TO BE SECURED TO IMIMS COLORS Fi'W az IECI-NQLOGY COLQRS 91 u ppuppo uuuuuP 1u�u rruuuuuuuuuu'i1 EXISTING GALV. 2-7/8"0 ALPHA WHITE 700 LTE �� o o STEEL MOUNTING PIPE WITH �,:��',,, ',, , �: �: , "''` � � MANUFACTURERS HARDWARE A R C H I T E C T S BETA AWS LTE YELLOW GAMMA " : PCs LTE LIGHT. BLUE FRONT VIEW SIDE VIEW TOP VIEW RRH MOUNTING DETAILS 1.2-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 DELTA WHITE WHITE 850 LTE I'll' P. 631.689.8450 1 F. 631.689.8459 I www.wfcaia.com EPSILON 850 1X FA ....:;; 4 2„ ZETA PCs ixIR . _ .a N RRH (TYP. OF 3) ,<91 D, GPS " .;.' MANUFACTURER: SAMSUNG ��n' ' �:o MODEL NUMBER: 82 B66A RRH ORAN RF4439d-25A ! NOTES: / ( ) 4/ ,ti.' a 1. 1ST COLOR IS SECTOR COLOR, DOUBLE BANDS FOR DELTA, EPSILON AND ZETA WEIGHT: 97.5 LBS NEW P1000 UNISTRUT SECURED TO EXISTING ; }, " SECTORS. 2. LINE NUMBER IS IDENTIFIED BY THE NUMBER OF BANDS OF THE FREQUENCY 15.0" 10.0„ 15.0 JG uJ PIPE MAST , E ? EXISTING PIPE MAST U� BAND/TECHNOLOGY COLOR. 3. BROWN COLOR IS RESERVED FOR GPS. NUMBER OF BROWN FRONT VIEW SIDE VIEW TOP VIEW p u0uooW000u EXISTING P1000 -y! t'l: ap C, 1 C"po Ju :r 1 �1p°111111p1pu UNISTRUT SECURED TO t; fJ uplup(�pp(N EXISTING PIPE MAST o°GCC��uu ��D�� 1p�p0��°o a ��C i1 _ 1C�C11U1��1111p11111r'C01 CONSUL T' H NOTES: ANTENNA ®TE�7� 11p��['1(�u�(�p0uu11puuI1C�C D�Duup�:C� USE: '�� NEW RRH WITH SOLAR LO E ISTi A TEN Q1u1D�1�ulpCuulu(p11111111 u1°°uluululm!u1 '��C�� SHIELD TO BE SECURED TO pp .ppppupupp�p u11g11og1]uu1r.11uu11a1uu EXISTING P1000 UNISTRUT CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') STEEL MOUNTING PIPE WITH SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. MANUFACTURER'S HARDWARE SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. FRONT VIEW SIDE VIEW TOP VIEW RRH MOUNTING DETAILS MECH MECH DOWN ANTENNA DOWN ANTENNA TYPE No. TYPE WEIGHT AZIMUTH TILT CABLES TYPE No. TYPE WEIGHT AZIMUTH TILT CABLES ALPHA SECTOR Al CWWX063X25GO0-TO4-850 41.7 LBS. 70' 0' (4) 7/8„ ALPHA SECTOR Al MX14FIT465-01 52.2 LBS. 70' 0' (4) 7/8" NEW RRH (TYP. OF 3) MANUFACTURER: SAMSUNG MODEL NUMBER: RT8808-77A C-BAND RRH 6.8' WEIGHT: 59.2 LBS NEW P1000 UNISTRUT NO. DATE SUBMISSION SECURED TO EXISTING 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW �� PIPE MAST 1 10/14/22 REVISED PER ATTORNEY COMMENTS BETA SECTOR B1 CWWX063X25GOO-TO6-750 41.7 LBS. 222' 0' (4) 7/8„ BETA SECTOR B1 MX14FIT465-01 52.2 LBS. 222° 0' (4) 7/8" � 15.0 � � o EXISTING PIPE MAST 2 10/17/22 ISSUED FOR FILING LO o EXISTING P1000 I i 15.0" UNISTRUT SECURED TO EXISTING PIPE MAST 0 0 EW RRH WITH SOLAR 0 _____ ::.:... SHIELD TO BE SECURED TO GAMMA SECTORS G1 CWWX063X25GOO-TO6-75O 41.7 LBS. 315' 0' (4) 7/8" GAMMA SECTORS G1 MX14FIT465-01 52.2 LBS. 315' 0' (4) 7/8" o (6 ---- EXISTING P1000 UNISTRUT STEEL MOUNTING PIPE WITH MANUFACTURER'S HARDWARE FRONT VIEW SIDE VIEW TOP VIEW RRH MOUNTING DETAILS GPS GPS-1 EXISTING TO REMAIN 0.6 LBS. SHELTER (4) 1/2" GPS GPS-1 EXISTING TO REMAIN 0.6 LBS. SHELTER (4) 1/2" NO. DATE REVISION UNITS: GPS-2 EXISTING TO REMAIN 0.6 LBS. SHELTER UNITS: GPS-2 EXISTING TO REMAIN 0.6 LBS. SHELTER GPS-3 EXISTING TO REMAIN 0.6 LBS. SHELTER GPS-3 EXISTING TO REMAIN 0.6 LBS. SHELTER KEY PLAN: GPS-4 EXISTING TO REMAIN 0.6 LBS. SHELTER GPS-4 EXISTING TO REMAIN 0.6 LBS. SHELTER I DETAILS 1 SCALE: 3 4"=1 '-0" SCALE: 3 4"=1 '-O" Q I � I 33.7" t{ 27.3" NEW DIPLEXER (TYP. OF 3) NEW TRIPLEXER (TYP. 6) ' -'- QUADPLEXER MANUFACTURER: COMMSCOPE QUADPLEXER MANUFACTURER: COMMSCOPE 0.6"0 TYP. (4) MODEL: SDX1926Q-43 QUAD DIPLEXER MODEL: STX61742Q-43 QUAD TRIPLEXER �t MOUNTING HOLE WEIGHT: 6.2 LBS. WEIGHT: 10.692 LBS. a SIZE AREA OF WORK DELTA 00 i? DELTA 2.9" 3.3" CABINET N ¢ N CABINET 6'9 � 6.9 9.0" L L g,0" 0 o i I { I 4 E I LIFTING TABS TOP VIEW (TYP. OF 4) MOUNTING HOLE LAYOUT FRONT VIEW SIDE VIEW TOP VIEW FRONT VIEW SIDE VIEW TOP VIEW I MATTITUCK RELO 33.7" 45.5" 2'9„ EXISTING PIPE MAST 3'3„ EXISTING PIPE MAST LS6 UPGRADE VZW PROJECT ID: 16275608 EXISTING P1000 UNISTRUT EXISTING P1000 UNISTRUT 3 KNOCK OUT SECURED TO EXISTING PIPE SECURED TO EXISTING PIPE .... -.........__....:_.. TYP. (9) c� MAST MAST V ° 1000 PIKE STREET, !NiNEW DIPLEXER TO BE NEW TRIPLEXER TO BE SECURED TO EXISTING GALV. SECURED TO EXISTING GALV. MATTITUCK, NY 11$52 ' 1.25 KNOCK � f+ ° 2-7/8"0 STEEL MOUNTING 2-7/8"0 STEEL MOUNTING i € �2" KNOCK OUT '' o OUT TYP. (7) HARDWARE TITLE: ' PIPE WITH MANUFACTURERS PIPE WITH MANUFACTURER'S (TYP. OF 2) HARDWARE ANTENNA INFORMATION ' ;. o �( I :. :.;::. o ( o _ Q DIPLEXER MOUNTING DETAILS TRIPLEXER MOUNTING DETAILS AND EQUIP NT DETAILS co I I' • • • • • . DATE: 10/04/22 PROJECT NO: 22-15255 DRAWN BY: TJ CHECKED BY: BS I SCALE: AS NOTED ..........A.€......_.._......_..................................._... �: DRAWING NO: EOUIP ELT CAI T T I L CONTRACTOR TO U CONFIRM CABINET WIDTH SCALE: 1/2"=1 '-0" SCALE: 1 "=1 '-0" 5 ! f .: ♦ .: :..Y,2�. ^ ` 120'-0"f AGL T.O. VERIZON WIRELESS ANTENNA CAVITY 0 0 0 \ \` �\` 0 0 \\, 2A \ —10 —10 117'-3"f AGL A R C H I T E C T S NEW VERIZON WIRELESS ANTENNAS 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com (3) NEW VERIZON WIRELESS ANTENNAS AND a � MOUNTING BRACKETS, TYP. SEE PAGE l.,ZA—]01 z FOR MORE INFORMATION r l/' 115'-0"f AGL I w �'; OF NEW VERIZON WIRELESS ANTENNAS — o � C z �0} O CONSULT N EXISTING CONCEALMENT POLE RF COMPATIBLE > COVER � a w z 0 I (6) EXISTING DIPLEXERS TO BE REMOVED AND REPLACED WITH (3) NEW TRIPLEXERS WITHIN EXISTING CONCEALMENT POLE, TYP. ACTUAL MOUNTING LOCATIONS TO BE COORDINATED IN THE FIELD. SEE PAGE 4ZA-101 FOR MORE NO. DATE SUBMISSION INFORMATION 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW 1 10/14/22 REVISED PER ATTORNEY COMMENTS 1 10'-0"f AGL 0 0 0 0 0 2 10/17/22 ISSUED FOR FILING B.O. VERIZON WIRELESS ANTENNA CAVITY ELEVATION '1 A' NO. DATE REVISION KEY PLAN: a 4 k ?y' ......._ .......... .... ........gyp............... . N frl n �• W 0 ej (3) NEW MX14FIT465-01 ANTENNAS 4 , . AREA OF WORK / EXISTING RF CONCEALMENT PANELS 1 I i A SECTOR SEc 1 EXISTING MAST PIPE MATTITUCK RELO PLAN '2A' LS6 UPGRADE VZW PROJECT ID: 16275608 1A —10 1000 PIKE STREET, NOTE: MATTITUCK, NY 11952 ALL BRACKETS & MOUNTING HARDWARE SHOWN TITLE: FOR COORDINATION PURPOSES ONLY. ALL BRACKETS & MOUNTING HARDWARE, ETC., ARE TO BE CONFIRMED IN FIELD BY OTHERS. ANY ANTENNA MOUNTING DETAILS DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ARCHITECTS' ATTENTION. DATE: 10/04/22 PROJECT NO: 22-15255 DRAWN BY: TJ CHECKED BY: BS SCALE: AS NOTED DRAWING NO: AlL T OU T DETAILS om 02oOO SCALE = 1 "=1 '-0" — __