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49044-Z
ho�aoF soulyO!° Town of Southold * P.O. Sox 1179 04 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46017 Date: 03/05/2025 THIS CERTIFIES that the building Wireless Modifications Location of Property: 1000 Pike St Mattituck, NY 11952 Sec/Block/Lot: 140.-3-11.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/19/2023 Pursuant to which Building Permit No. 49044 and dated: 03/21/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modification to existing wireless communications tower for Verizon as applied for: The certificate is issued to: Mattituck Fire District Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: u oriz d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE Wo . 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 Date: 3/21/2023 Permission is hereby granted to: Mattituck Fire District PO BOX 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 Sec/Block/Lot# 140.-3-11.1 Pursuant to application dated 1/19/2023 and approved by the Building Inspector. To expire on 9119/2024. Fees: WIRELESS COMMUNICATIONS-MODIFICATIONS $500.00 CO-COMMERCIAL $50.00 Total: $550.00 Building Inspector 1 pF SOGIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 �q(_gqq 1 NSPECTION_ _ [ ] FOUNDATION 1 ST/ REBAR [ ]. ROUGH PLBG. [ ] ..FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ]: FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f Dga4Kt.2 ? rJ • 3 ov C� �A, '[A © An . on lox, pxi ce DATE g Y INSPECTOR E C E 0 V E ; MAR - 1' 2025 Building Department Town of Southold I T E C T S Partners Steve.R.saraniero,A]&LEE 1)AP I October 15,2024 Neil A MacDonald,AIA,LEM t AP Eldon%Smith,AIA Robert F.*Heymach,AIA Town of Southold Building Department Partners,Emeritus 54375 NY-25 William F.Collins,AIA Thomas R,_Turkel,AIA Southold, NY 11971 Senlor Associate Christopher M.Crans,Al&NCARB Re; New York SMSA Limited Partnership Associate d/b/a Verizon Wireless William S.Brady,AIA,LEE I 1 Al' Joseph W;Plgnataro,AIA,Lr-Eltall' Site Name:Mattituck Relo 1000 Pike Street Mattituck,NY 11952 Tax ID:Dis.:1000/Sec.:140.00/Blk.:03.00/Lot(s).:011.001 WFC Project No.: 22-15255 To Whom It May Concern: William F.Collins,AIA Architects LLP(WFC)has reviewed the COP from the contractor to review the completed work for the Telecommunications Facility,and find all work to be in accordance with the Building Code of New York State. Based upon our site visit,we have found that the Telecommunications Communications Facility work was substantially installed in accordance with the construction drawings that were issued for filing by our office and approved by the Town of Southold with the following deviations: 1. (3)Existing Main Distribution Boxes and Trough were removed. The deviations listed above have been incorporated into Record Drawings dated 10/15/24 prepared by our office. Please note the deviations do not impact the structural integrity of the facility. We trust the foregoing provides the information you have requested. If you have any questions, please do not hesitate to contact our office. Very truly yours, - Regards, ( E D,/,I 9 nSa Neil A.MacDonald,AIA Partner Cc:(Amato Law Group PLLC),Pete McCarthy(VZW CM), Michael Kamprath(Cell Tech Electric Inc.)File 12-1 TECHNOLOGY DRIVE EAST SETAUKET,NY 11733 PH:631.689:8450 FAX:631-689-8459 WWW;WF(tA]A.COM E C E 0 U E MAR - ,12025 Building Department NO ELECTRICAL AFFIDAVIT Town of Southold State of New York ) ss.. County of Nassau ) Brian Tompkins ,being duly sworn, deposes and says: .I'am the prbiedt h anager "for Cel Tech liectric Inc."("Cel'Tech with offices located at 344 Hendrickson Avenue,Lynbrook,New York 11563. 2. Cel Tech was contracted by New York SMSA Limited Partnership d/b/a Verizon Wireless to complete the modifications to the existing public utility wireless communication facility, located at 1000 Pike Street,Mattituck,New York, designated on the Suffolk County Tax Map as Section 140, Block 3,Lot 111, under the Town of Southold Building Permit No. 49044 (the"Building.Permit"). 3. 1 hereby certify that the work performed by Cel Tech pursuant to the Building Permit did not involve any electrical work. 4. I understand that an approved electrical underwriter's certificate would be required in the event that electrical work was performed. Cel Tech Electric inc. BY Narne: Brian Tompkins Title:Project Manager Sworn before me on this the -hay of �c aE LQn- 2024. Notary Public ANNE M CERNIGLiA NOTARY PUBLIC-STATE Of NEW YORK No. O1 CE6231422 etralmed to Nassau County h1y CoMM1S41011 Explias May 13. 20;2 o4W MAILING ADDRESS: PLANNING BOARD MEMBERS 'QF so(/ry P.O. Box 1179 JAMES H.RICH III ��� Ol0 Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK vs Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 MARTIN H.SIDOR �� (cor. Main Rd. &Youngs Ave.) DONALDJ•WILCENSHI y11rQUNT`I,� Southold, NY Telephone: 631 765-1938 www.goutholdtownny.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. D E C ERV E F E B 2 8 2025 Building Department Town of Southold FIELD INSPECTION REPORT DATE COMMENTS - ►v FOUNDATION(1ST) I ZZ, y --------------------------------------- Ama T � FOUNDATION (2ND) z O c, ROUGH FRAMING& PLUMBING rann ' 3 um INSULATION PER N.Y. y STATE ENERGY CODE IN I ri'L o. ADDwolk "n r 44" Uwe o .@ - FINAL tv PCAW vv ADDITIONAI4 COMMENTS D 3 q o o. N � y �O � z x r� y - x e b y r �.FSUFFac,r 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.Rov Date Received APPLICATION FOR BUILDING PERMIT ' For Office Use Only Q PERMIT,NO. --:.I-v .d Building Inspector: yr. JAN 1 ED , Apphcatiohsfan'd forms must be filiedgout in their entirety Incomplete k BUILDING®EP7: r`. tf ,a3N t xJS F ' 'i r z s 9 K r7 i appliea tlons will not be accepted Where$the Applicant,is not the owner,an pt=S011lrfF10L® a 'a- �-. ®in►ners Auhaation forrp(Page 2)shailibe=completedg Date: .':.:g..�y OWNE�R(S)OF PROPERTY ., r 5 a fi c rl <.: n.tt..'. L..-us.,3c� .c .! Name Mattituck Fire_District SCTM#1000-140-3-11 .1 Project Address: 1000 Pike Street Mattituck, NY 11952 Phone#:631-298-8837 Email: 9.@ edrittber mattituckfd.com Mailing Address:1 000 Pike Street, PO Box 136, M,attituck, NY 11952 '. 0,10 a a CONTACT PERSON rt< n b„ i�" Name Amato. Law Grou,p_PLLC Attn.: Craig-Zonin _- MallingAddress.666 Old Country jRIqpd, Suite 901 Garden City -NY 11530 Phone#: Onimatofirm.com 516-227 6363 Email CZn@_._.,.��...__.� w PROFESSIONALINFORMATION � ,�a Name:WFC Architects Mailing Address: 12,.,1.Tech,nologyDriv_e, _Setauket,_ NY 11733 Phone#:_631_689-_8450 _ Email Bran_don.Stre_b@wfca'ia com Y+�a.#\ Name S&STours LLC_d/b/a-LKR Technicald Services Mailing Address:30-47 w82nd Street. East Elmhurst. .NYg11370-1967 Phonem#�18-433-7735 M ___.u.. _. Email:nadira(@-Ikftechnical.com ,"ira@Ikrtechnical.corn DESCRIPTIONO_F PROPOSED CONSRUCTION + f T "s :,,� y ,� 7 +a,+a 4�r � �; c� - s i � '�-•„ r hts.a5r �;'"lt �aL� �ti't •�-� ❑New Structure ❑Addition DAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other See attached Schedule A $25,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? DYes ONo 1 r "< '} PROPERTY INFORMATION 1 rb,.°r, }r�,• ,:.� ,. `"' ,.. e2,Z", ,..E s"§.i. Fire District Use/Fire Department Existing use of property: Public Wireless communication Facili Intended use of property: �..,n.-..._.� . �. .....�,�..�_,..�... ..... Nm o ...h a Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB—H5b let vUSIneSS __ _ this property? ❑Yes RNo IF YES, PROVIDE A COPY. �;Check BOX After Reading Tie owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 23fi+of the Town Code APPLICATION IS HEREBJ_iY MA`l)E to the Bwldmg Department for the issuance of a Building Permit pursuant o the Building Zone, Ordinance of„the Town of Southoltl Suffolk County,New York antl other applicable Laws;Ord�nances or Regulations for the constructwnof buddings H ,: 2 t= at additions,aiterations:or for removal or demolition as herein descnb{ed°The applicant agrees to comply with all applicable laws,ordinances buddmgYcode -� x :x h$6smg code`a reg nd ulations and to admit authoned inspectors on premises and m bwldir?g(s)for?necessary;�mspections False°state'ments made herem�are � p`unishablg as a Class A mistlemeanor!pursuant to Sect�om210 45 of the New Ybrk State Penal Law`, m.. .. . �,��, , , . , i New York SMSA Limited Partnership d/b/a Verizon Wireless Application Submitted By(print name);,By:Robert Czarniawski BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF /�I �s 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, Network Engineering-Real Estate (S)he is the (&lI# K,Agent, kfOc �lc.�cf+'ifz) 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 ml?l91A DECARMINE Zi S_'�0TARY PU STAT OF NEW YORK day of N 0 ,20 2Z Qualified in Suffolk County 7,?2,10 Nota 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 lliJ'ao.i ,OA-r Print Owner's Name 2 o`AOrn,k�Oa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy . Qw Telephone(631) 765-1802 Fax (631) 765-9502 https•//www.southoldtownny.�,,ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only FPFHV E Buildin Ins PERMIT NO. g Inspector: p JAN 1 9 "" ED ,� AppGcattons and forms must be filled out in therrilentrrety rlhcomplete �UBL®l�@G r r e"" e Y xr 4 ? -da<i �i ti Y'", t r.7 `^ 4 applications Will not be accepted Where the AppUcant,is not the owner,*an{f 71nWN OF80111H®LD Owner's Authoniation form(Pager2)shallbe completed ` �' Date: 5 01NNER(S);OF�PROPER�TY r �4t' k°4 �> t �al'i Name:Mattituck Fire District. SCTM"#1000-140-3-11_.1 Project Address: 1-QQQ Pike Street, Mattituck,-"NY 11952 Phone#:631-298-8837 r_ .,.."_._,.^____._.-..... .- Email:edrittberg@matttuckfd.com MailingAddress.1000 Pike Street, PO Box 136, Mattituck, NY 11952 - �, �x._l { a } a. � .ty f fis .riy +,,,�s�r'#fry:+,fit �4, �."l xs� �• -`Y r+.a, �tYx ,.:.s S ". �CONTACT°�PERSON �, 7t�� � n kr,�dr.±.«�L van �P .n.�.�,�..a�x #- •s,� L1�5. � 6 �� �}:.a 57 zLz�£ -�£f;��..t3. =i�.,>��'S .v�b' Name:Amato Law Group_PLLCAttn.: Craig Zonin -_ Marling Address - .666 Old. Country Road, ,Suite 901 . "Garden City, NY.11530 Phone# 516 227 6363 Email:CZoni,n@amatofirm.com ,�,«4."i1:1' n x+,:n,r ..:'.r� :,�.—,u �,.,-,.r .1.,xb�+^s f,»,.,�. �'�z,, ........§::..Y.H,.,..'`�::..r. .'1'�"r,n•^ta,L. � c„:. •r..� •,- .+•a n�;?me.N....._�. Name:WFC Architects , _ 12-1 Technology. Drive, ,Seta.uket,_NY 11733. Mailing Address: Phone# Email Brandon Streb wfcaia com 631 689 8450 @. , vim';r .k.4,�f,x{ r'�':;fS,�"T"�<t„r4..'-y f,?i`.�ar .§Lr�•,3�,�r§�,yet.. ,��b.�S fryl{�,4d`{rr r..s^���z��,f+�'��,`�-fit�;{j?#�� r ri -r`hx d:.s�t� >a`t 5.�a '�,:t����J^��>�-t'f"�- �, F U 3;�r.: CONTRACTOR�INF,ORMATION � �'m���� � f� � �. �4�a� `: �,j•e <r �zC�::zw .,�a:,F �<t�' _F r =..•�.. ..t Name: S& .,_-ours LLC„d/b/ . ., _. . Technical _Services., _ .-�u? _� ." -. . " -.,n P v Mailing Address:30- Street, East Elmhurst.NY.11370-1-967_ Phone# 71 g 7735 Email nadirs@Ikrtechnical com _.>es.v �,z...,t �.' s :r'y ..fir'• it S:t�x✓'„ C,xj r� xk�jbs. d \. ,,2+1`'S .. ttzrd5 '' a y',L`�irr-`t+'4 14 3�. � 'rysa ez S rid ..n CBS `D,'ESCRIPfT OF PROPOSED CONSTRUCTION �' ❑New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other See attached Schedule A $25,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes WNo 1 Iv P j Existing use of property: Fire District Use/Fire Department , Public Wireless Communication Facility intended use of property:NO-Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to I-AB-0-s-ih-e- s this property? ElYes 9 No IF YES, PROVIDE A COPY. HS-H-d 11 -X i9-Check86k-After Rea fi asprovide'd 6y ChaOt'er;23 64'th'e'iTow'iCo de�.'APPLICATION'15,HER'EBY;M' (f — i e! ' trutibn.cf'bUildiis ,pidiAahce,of.tKe'TdWi of S6uth6ld,SUffblk County;1New,York,and'othe applicable Regulations A e cons g kradditpns;6lt&aflonsqyj o &iCriedliThe aopildant 6grees,tmcoffio applicable code;. housiare i : iii,cdde',and,riigUlitions aril't'�o'z�'a"dhi�it,'iiUthoili'i�d,iHtobctors on;p,remjsos,,a "n44�"Ibu6dirij(9)46 ons 0a tTidnii:miiidbjhereifi yntshable'.4,s t,toS�kttibn-i-i6;4stQf%tKLi-New-.y6?WSigte;Penal ILaw�,&-Cl New York SMSA Limited Partnership d/b/a Verizon Wireless Application Submitted By(print name By:Robert Czarniawski ®Authorized Agent ElOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF /Q is <s a4x, New York SMSA LimitedPartnership 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 (&MtrMMF,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 DECA'RMINE S �OTARY PU=T F NEW YORK day of �l 06� 20 2--L Qualified in Suffolk County 7,6 j2 Notaty Public My Commission Expires 05-20- 22 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) on behald of the Mattituck Fire 1000 Pike Street, Mattituck, NY 11952 District residing at New York SMSA Limited Partnership d/b/a Verizon Wireless do hereby authorize to apply on my behalf to the Town of S h Id Building Department for approval as described herein. Owner's SignaV/re Date I-- -� 0",/ Print Owner's Name 2 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) New York SMSA Limited Partnership do hereby authorize (Agent) d/b/a Verizon Wireless to apply on my behalf to the Southold Building Department. Mattituck Fire Distri By: (Owner's Signat ) (Date) v /✓g-r (Print Owner's Name) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex jF S P.O.Box 1179 54375 State Route 25 O�� y�l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) h O Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov �yCAUNTJ 11 IV, MAP r j�qn73 ING BOARD OFFICE TOWN OF SOUTHOLD T0WfU 0FS0tjTHdLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director cg Date: March 16, 2023 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 Department has conducted a review of the proposed modifications pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant; Cityscape, Inc. (see attached report). The proposed Verizon equipment upgrade is in compliance with the General Requirements of§280-70. The proposed equipment upgrade will cause essentially no visible change to the exterior by removing and replacing antennas and elements of ground equipment, in addition all feedlines will be routed inside the shaft of the monopole. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal.shot clock for approvals of wireless facilities. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-140.-3-11.1 Thank you for your cooperation. AMAT I� 1` I� Ii `UII� 666 OLD COUNTRY ROAD, 9TH FLOOR c lG GARDEN CITY, NY 11530 LAW GROUP, P L L TEL: 516.227.6363 FAX: 516.227.6367 APR 1 12023 f BUILDING DEPT. TOWN April 10, 2023 VIA FEDERAL EXPRESS Town of Southold Building Department J � , Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Re: Building. Permit 49044 issued to New York SMSA Limited Partnership d/b/a Verizon Wireless by 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 Building Permit issued by the Town to Verizon Wireless for proposed upgrades to its existing Communication Facility, Verizon Wireless hereby requests,to replace a prior contactor of record, LKR Technical Services, with a new contractor in connection with the performance of equipment upgrades at the Communication Facility. The new contractor is as follows: Cel Tech Electric Inc. 344 Hendrickson Avenue Lynbrook,NY 11563 For the Village's records, enclosed are Certificates of Worker's Compensation, Liability and Disability Insurance for Cel Tech Electric Inc. Upon review of the foregoing, please add the contractor of record for the Building Permit. Please do not hesitate to contact me should you have any questions or concerns. Thank you for your time and attention to this matter. #aig , ninamatofirm.coin Enclosures cc: Verizon Wireless (via e-mail, without enclosures) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 I METUCHEN,NJ 08840 1 732.317.1511 ^ L� II„ ICII lU/ � � ] ® D TE(MMIDD/YYri) �►� CERTIFICATE OF LIABILITY IN WRIN(��R r4110/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON HE CERTIFICATE HOLD.R.?rHIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVER���pg�d�1� �JI;�BpL Y1THE PQL161ES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE Naa ft;8;mm.516UTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,.66rtain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endor5_ement(s). PRODUCER CONTACT William Anthony, r. NAME: y R 6 W Brokerage, Inc. PHONE (516)599-3322 FAX (516)599-4377 IC No Ext: A/C No Enforce Coverage Group E-MAIL wanthonyjr@rwbrokerage.com ADDRESS: 8 Forest Avenue - INSURERS AFFORDING COVERAGE NAIC N Lynbrook NY 11563 INSURER A:Merchants Mutual Ins. Co 23329 INSURED _ INSURER B:Merchants Preferred Ins Co 12901 Cell Tech Electric Inc INSURERC:.Mt. Hawley Insurance Company 37974 344 Hendrickson Avenue INSURER D:Underwriters At Lloyds. 32727 INSURER E:Continental .Indemnity Company 28258 Lynbrook NY 11563-1026 INSURER R:Continential Casualty Company 20443 COVERAGES CERTIFICATE NUMBER:22-23 Master REVISION NUMBER: THIS IS TO CERTIFY THATTHE 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN'IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDNYYY MMIDD/YYYY LIMITS! X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE a OCCUR PREMISES EaEoccurrrrence $ 1,000,000 X Contractual Liability CMP9155147 12/31/2022 12/31/2023 MED EXP(Any one person). $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 POTHER: NIAGGREGATE LIMIT APPLIES PER: _ GENERAL AGGREGATE $ 2,000,000 POLICY a PRO- LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT '$ 1,000,000 Ea accident B X ANYAUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED CAP1050080 12/31/2022 12/31/2023 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE x HIREDAUTOS X AUTOS Per accident ,$ Uninsured motorist combined single $ 1,000,000 X UMBRELLA LIAB x OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DIED I I RETENTION$ blXL0436567 12/31/2022 12/31/2023 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE 378082250114 1/1/2023 1/1/2024 E.L.EACH ACCIDENT '$ 1,000,000 E OFFICER/MEMBER EXCLUDED? - ❑N/A - (Mandatory in NH) E.L.DISEASE-E4 EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Professional Liability ANE2338206.22 8/22/2022 8/22/2023 Policy Limit $2,000,000 F Instal. Floater/Builders Risk 6045875847 2/15/2023 2/15/2024 Instillation Floater Limit $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) s-�y Proof of Insurance CERTIFICATE HOLDER CANCELLATION Bulfftfq Delpargm.,t Own Of South0(Cj SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southhold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southhold, NY 11971 AUTHORIZED REPRESENTATIVE W Anthony, Jr./BILLJR �'p�"f IA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) 1 666 OLD COUNTRY ROAD, 9T" FLOOR AATO GARDEN CITY, NY 11530 LAW GROUP, P F= TEL: 516.227.6363 FAX: 516.227.6367 r D E C S E P 1 0 2024 September 10, 2024 Building DeParament VIA HAND DELIVERY TOWn Of Southold Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn.: Susan Pontino Re: Renewal of Building Permit 49044,issued to New York SMSA Limited Partnership d/b/a Verizon Wireless by 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 Ms. Pontino: Verizon Wireless respectfully requests that the Town renew Building Permit 49044,which expires on 9.19.24, for the equipment upgrades at its existing Communication Facility located at the Property. Enclosed herein please find a check made payable to the Town, in the amount of$225.00, representing the fee for the renewal.Upon issuance of the extension,kindly provide notice of same to the undersigned. If you have any questions, please do not hesitate to contact me. Thank you. er r 'y ours, C , g Zonin c o in( amatofirm.com Enclosures cc: Verizon Wireless (via email, without enclosures) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR NEW YORK,NY 10174 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 (�AMAT ® 666 OLD COUNTRY ROAD, 9TH FLOOR E C E � V GARDEN CITY,NY 11530 LAW GROUP, P L L G D �Uf �-,C TEL: 516.227.6363 FAX: 516.227.6367 S E P 1 6 2024 Building Departmenl6eptember 16, 2024 Town of Southold VIA FEDERAL EXPRESS Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn.: Susan Pontino Re: Application for Renewal of Building Permit No.49044(the"Building Permit") issued to New York SMSA Limited Partnership d/b/a Verizon Wireless by 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 Ms. Pontino: Verizon Wireless respectfully requests that the Town renew ("Renewal") the Building Permit, which expires on 9.19.24, for the equipment upgrades at its existing Communication Facility located at the Property. It is my understanding that the Town will issue a six (6) month extension at this time with, no additional fees to Verizon Wireless. Upon issuance of the Renewal, kindly provide notice of same to the undersigned. If you have any questions,please do not hesitate to contact me. Thank you. ery t ly urs, Zonin 'zO innamatofirm.com Enclosures cc: Verizon Wireless (via email, without enclosures) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 ti Town of Southold, New York Ckyscape' . Telecommunications Site Review C ON s v L T A N T s , I N C . Modification Application 2423 OOando,FLrangeV 32806 Tel:877.438.2851 Fax:877.220.4593 March 14, 2023 Heather Lanza, Planning Director Town of Southold Town Hall Annex Building 53095 Route 25 Southold,NY 11971 PROVIDER/NAME/ID: Verizon/Riverhead 3 TOWER OWNER/NAME/ID: Tarpon Towers II,LLC ADDRESS: 1000 Pike Street, Mattituck,NY 11952 LATITUDE: 400 59' 34.4"N LONGITUDE: 72°31' 59.7"W SCTM#: 1000-140.-3-11.1 STRUCTURE: 1,20' Monopole Tower Dear Ms. Lanza, At your request,on behalf of the Town of Southold("Town"), CityScape Consultants,;Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted'on behalf of Verizon Wireless("Applicant") to modify equipment on an existing one hundred and twenty (120) foot partially concealed monopole tower. The tower is located at 1000 Pike Street,Mattituck,New York,see Figure 1. Support Structure&Equipment Per the submitted construction drawings (CDs)' the Applicant proposes to remove`and replace three (3) antennas at the one hundred and fifteen(115) foot level of the tower, see'Figure 2. At ground level in the existing leased area, the Applicant proposes to remove one (1) cabinet and six (6) combiners; remove and replace one (1) battery cabinet, six (6) radio remote heads (RRHs) and six (6) diplexers. It is shown that all feedlines will be routed inside the shaft of the monopole. Structural Analysis The Applicant submitted a Structural Analysis Report (SA) prepared by Michael F. Plahovinsak, Professional Engineer, dated December 1, 2022, based on ANSI/EIA/TIA-222-H, Risk Category III and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 42.2% of maximum usage capacity 1 CDs prepared by WFC Architects,No.2,dated 10/17/22 `Issued for Filing',signed and sealed by a New York registered Professional Engineer. i Town of Southold—SCTM#1000-140.-3-11.1 CRySca Verizon 1000 Pike Street i. Paget C ON S U L T ANTS , I 'N C . (out of an allowable 105%). Thus, it was determined that the structure, with the proposed modifications,would be structurally compliant,see Figure 3. RF Exposure Safety The Applicant did not submit an RF exposure safety report with this application however per FCC regulations the facility must maintain all compliance. Summary Approval Recommended CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c)and CityScape recommends approval. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. , All recommendations are based on technical merits without prejudice per prevailing laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural report, but we did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein.. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, . 4. Elizabeth Herington-Smith Engineering Manager CityScape Consultants, Inc. l • • • • • 111 � 1 — r • 111 . �Me ti ! k 1 LN / 6 yYr twN kol— Ed����` a r •qC�� 'ter y �_,_ k s s 3?� ;yc.,� 'My "R Ri•��vey12UCF�i P. Mait tu807re '--y ��jo do0 Departrr tp )dS t am �rrh8ait&Tackle LaneKkchenat �'•s: ,. e,Aes Meat BBQ Shop asternFron Brewiny Co a� ! • Y}/I �`.r �F�Si. ..;fN. -..�: .ai.� 0 /,j5parfalr I Town of Southold—SCTM#1000-140.-3-11.1 cftftaim Verizon 1000 Pike Street Page C o N s U L T A N T S I IN C . /6,1_32'-6-1-AGL VT 12W-O't AGL TOP OF COMG`r�A(lA�NT L ANTEI.WIA DEI-ALIPMN • POSITION'(1)EXISTING VERIZON WIRELESS 115'-O`3 AGL ANTENNA TO 6E REMOVED AN O REPLALED WITH(1)NE%( i VEARON WIRELM ANTENNA i MA 2D5mDR:(1)EXISTING YERIZON WIRELESS_ANTENNA TO BE REMOVED AND'RMACED WITH(1)NEW VERQON WIRELESS ANTENNA 110'-0`3 AGL i CANIAA P051i1ON,(1)E)=NC VERIZO»WIETE RSS 'i PhiTENNA TO DE REMOVED AND REPLACED WITH(1)NEW ANTENNA VEPoZON WIRELESS ANTENNA. i EO'JIPMENF+(6)EXISTING DIPL.MRS TD BE REMOVED i AND REPLACED W.M(3)NEW QUAD TRIPLEXEAS 1 (12)EXISTING VERIZON WIRELESSWIRELESS /E'P COAX CABLES i WIT!!iN EXISTING coNGFAIA+e+r PGLE I 1 DMNC VERIZGN WIRELESS CAS.METER AND CAS PIPING i i (4)EXISTING GPS UNTS TO REJAJN------ ' tl W91NC VLFIZON WIRELESS EQUIPMENT IN ENCLOSURE. I SEE 2/A-100 FOR MORE MFDRMAnON I I 1 AGL { 1 Tfe�kI VIRTLESS CPS UNITS 1 i I+ i 11'-2'3 AGL �'E b�+,RiREI'ESS- t .Q + r3• r .x ff*;,,,,,,t mLTPMDtf E ENCLOSURE ..... I DIED NG VQ620N ��-__.. ......r__........ ....-_ � . WIRELESS ELECTRIC _n_ Figure 2—Elevation Drawing of Structure i Town of Southold—SCTM#1000-140.-3-1 1.1 CkyScaoe Verizon 1000 Pike Street Page 5 CONSULTANT S , I N C . EXISTING 50KV NATURAL GAS GENERATOR 70 REMAIN MSTDIG M04 DISTRIBUTION 70 REMAIN EKISMG SOW NATURAL Dmmc cps uNiT rfp.OF(4) (9)EXISTING FIRMS TO BE REMOVEDAND REPLACED WITH(6)NEW DUAL BAND RAN,(SECXED) D=NG 700A PP/ArS TO REM&N EXtSTN0 J-7 _!tITM C�ttf BE REMOVED .... .... EXISTING TELCO CABINET TO R .. (6)EXISTING 04 LUERS TO BE REMOVED AND REFIACEDP (3)NEW QUAD El I r 1 I j NEW QUAD TRIPLEMS b= OMLDMtS AND DELTA EMNG w"D EXISTING W fig= CAM COMBINERS RRH. AND DINERS TO BE REPLACED WMI(3)NEW FIRM, J. ...... (1)EXISTING MOD CABINET TO BE RETAINED AND REPLNCEO WITH(1)NEW DELTA GRIN (8)EXISTING COMBINERS TO BE REMOVED—�� EXISTING DELTA BATTERY CABINET 70 RE"- 0(61ING DELTA DUiIKET TO REMAIN (DENLARG' EQUIPMENT PLAN o [NORTH SCALE: 1/4 1 Figure 3—Ground Equipment Configuration n � Town of Southold—SCTM#1000-140.-3-11.1 CftScaoe Verizon 1000 Pike Street Page CONSULTANTS , INC . Structural Analysis 120-ft 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: 4005913411, -7203116011 Analysis Type: TIA-222-H Structure Rating - 42.2�1Passing December 1, 2022 LU Michael P,Plahovlmal,P,I;, 18701 State Pcute 161 W,Plain CIN,ON 43064 614-398-6250-m�ke�'mfpenq,com r Figure 4—Structural-Analysis Summary AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 FAX: 516.227.6367 January 19,2 CC Ir I� VIA HAND DELIVERY Town of Southold Building Department 23 Town Hall Annex Building BUILtNIMG®EP7 W 54375 Route 25 7091a1NOFSO07HOLD 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 f 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 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 change'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). (A� 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 attention to this Application.lication. Srel C g Zonin c iinnfc om 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. 1 ® DATE(MM/DD/YYYY( A�o CERTIFICATE OF LIABILITY INSURANCE 12/01I2022 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 NAMEACT HILDA ORTEGA StateFarM HILDA ORTEGA PHON E. 914-840-4600 FnAX No): 914-840-4601 � 491 NEW ROCHELLE RD E-MAIL HILDA.ORTEGA.VAAHHY@STATEFARM.COM ow, wy ADDRESS: BRONXVILLE,NY 10708 INSURERS AFFORDING COVERAGE NAIC# INSURER A: State Farm Fire and Casualty Company 25143 INSURED INSURER B: S&L TOURS DBA LKR TECHNICAL SERVICES INSURER C: 30-47 82ND ST INSURER D: EAST ELMHURST,NY 113701967 INSURER E: 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 I TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY rMMIDD EFF LIMITS ICY EXP LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE ®OCCUR PREMISES Ea occu RENTED $ 100,000 ExP MED EXP(Any one person) $ 5,000 A X x 98-CU-Z538-1 10/13/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE g 2,000.000 POLICY®PRO ❑LOC PRODUCTS-COMP/OPAGG ,$ 2,000,000 JECT OTHER: AUTOMOBILE LIABILITY Ea accl c identSINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accdent 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 $ 10.0 0,000 DED RETENTION$ _ $ WORKERS COMPENSATION STATUTE ERH AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETORIPARTNERIEXECUTIVE ❑ 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 I 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,agents,successors and assigns is an additional Insured on the General Liability(inctuding 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 AUTHORIZED REPRESENTATIVE . Southold,New York 11971 ©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 SURVEY FOR MA TTIT UCK FIRE DISTRICT AT MATTITUCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N.Y. Cl 1000-140-03-11.1 I I{ E P„A`` �•'' x SCALE.• 1=20' JULY 5, 1994 9 AUG. 5, 1994 (ADD1 TTONS) MAY 1, 1998 (fTNAL) , JAN. 16, 2004 JUL Y 1, 2014 a •` S Y�Y u� BR Sil FIRE NOUS s9- E>9812 ft. BUILDING-2769 sq. ft, p\ d° o.• y E t y - OMC£- 935 sq. ft +ti10°q \ A v E '\ n • GARAGE- 648 sq R UTILITY ROOM x 115 sq. ft 41, BRICK ENTRY F 82 sq ft. TOTAL x 14367 sq. ft. LOT COVERAGE= 14361/57052 sq. ft. = 25.29 2 R A.°�•0 �, "° 5T�c^d F JEAN j oRL o I sK LANDSCAPE COVERAGE s 7291 sq. ft. r� 0 ® g N�0 WA�1ER LANDSCAPE COVERAGE x 7291157052 sq. ft. = 12.8X �®�4� al (R A av % ® r 46 PARKING SPACES Sbr�90� MApY aERpINK f S, OpiN N YS. LIC NO. 499-18 UNDERGROUND EL€CTRIC A I ANY ALM?A710N OR ADD1RON TO 7RiS SURVEY 15 A WOLF noN CO - YORS Ac —5=—'-- =POMPLE UNDFRORDUND Ngem fEF�r ® =MT POST AREA �d-G,097 AcFea a AURUN 12UPE ME NEW MY SUfE&6UrAMM LAW (�31) 76�SD2D FAX(531� 755=1797 I € PT AS PER SECTION 709-SURNW26N<°ALL C€R11f1CA)7dN§ P O. 80X 909 --n�--�,a--- =ALARM k CGNPUIFA LWX XMIUN ARE VAUL'FOR THIS MAP AND COME 1N€R€S1 ddL'r iF L7€VA BONS ARE REFERENCED TO Nd V.D ■ -MDUUMFui a1w MAY UR U)MIES BEAR WE IMPR€SS€D S€A6 OF IRE EwR yog TRAM-ER TRAER STREET WERANDS F00'PLUS WM&SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 94-211 / 0 DATE(MMIDD/YYYY) AR CERTIFICATE OF LIABILITY INSURANCE 12/ov2ozz r I 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 PHONE 914-840-4600 A/c No): 914-840-4601 491 NEW ROCHELLE RD E-MAIL. HILDA.ORTEGA.VAAHHY@STATEFARM.COM OW. WU ADDRESS: BRONXVILLE,NY 10708 INSURERS AFFORDING COVERAGE NAIC# INSURER A: State Farm Fire and Casualty Company 25143 INSURED INSURER B: S&L TOURS DBA LKR TECHNICAL SERVICES 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 SUER POLICY NUMBER MM%DDY/YYYY MM/DD/YYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTECT_CLAIMS-MADE ®OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A X x 98-CU-Z538-1 10/13/2022 10/13/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY®PRO JECT ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 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 I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE -1 NIA 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 Liability(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/ ©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 AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 FAX: 516.227.6367 DECEIVED Jan nary 19,2 I! I VIA HAND DELIVERY JAN 2 0 2023 1 Town of Southold Building Department Southold Town �« 2823 Town Hall Annex Building Planning Board BUllt)IIvGOEPT 54375 Route 25 TOWN®FS007F110lD 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. z. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET ! SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 .x�w 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 change'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 atteiciinEna,amatofirm.com m 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. 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. Structural Analysis 120-ft Monopole Prepared For: Tarpon Towers II , LLC 8916 77th Terrace East, Suite 103 Lakewood Ranch, FL 34202 r MFP Project #94122-133 I Site Location: NY1066 Mattituck Suffolk Co . , NY Lat/Long: 40*5913411 , -7203116011 Analysis Type: TIA-222-H Structure Rating - 42.2% Passing December 1 , 2022 OF NE eyam, SELL p O U W r LU 0 Michael F. rlahovinsak, P.�. 18301 State Pout-- 161 W, Plain Cite, OH 43064 614-398-6250 - m1ke@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 Data_ _. Pole and Foundation Drawings Valmont 211580 10/21/15 Geotechnical Report Thomas D. Reilly - 08/31/15 Michael F, Plahovin5ak, P.�, -51nce 2011 mike(amfpenz.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 Cate"or tx osure'Cate-or To.o ra" lic Cate or C I Appurtenance Listing: $talus, =Elev ~Antenna/Mountin 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, P.�. - 51nce 2011 mike(aDmfnenz 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. mikeOmApengq com-614.398-6250 Michael F. Plahovinsak, Kl�. -5ince 2011 mike(a)mfpenz,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. S. 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. Plahovinsak,' K, . - Since 2011 mikena mfnenz.com 120.0 ft 0 0 " DESIGNED APPURTENANCE LOADING r C N N TYPE ELEVATION TYPE ELEVATION 110.0 ft '' Radome Cylinder(36"0 x 10) 115 Radome Cylinder(36"0 x 101 105 (3)JMA MX14FIT465-01 wr mount 115 Radome Cylinder(36"0x10) 95 pipe(Verizon) Radome Cylinder(36"0 x 10) 185 (3)Commscope STX61742Q-43 1 115 Radome Cylinder(36"0 x 10) 175 N E14F10P64(Verizon) N N MATERIAL STRENGTH 100.0 ft GRADE Fv Fu I GRADE I Fy I Fu A53-B-42 I 42 ksi 163 ksi A572-65 65 ksi IBO ksI N N TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 90.5 ft Min 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. 00 5. Deflections are based upon a 60 mph wind. d a a 6. Tower Risk Category III. 7. Topographic Category 1 with Crest Height of 0.00 ft e0.oit B. TOWER RATING:42.2% 70.5 ft 0 J O 0 0 r N oi N � � 16 Oi 42.4 ft N Q ALL REACTIONS ARE FACTORED AXIAL 30 K SHEAR MOMENT 3 K _l 209 kip-ft 50 mph IMND-1.0000 in ICE AXIAL 21K SHE MOMENT 12 K 697 kip-ft 1.0 ft N REACTIONS-137 mph WIND J N ❑ ❑ rn °i Z in F m t7 Michael Plahovinsak,P.E. eb: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:12/01/22 Scale' NT: FAX:mike mf en .com Path: Dwg No.E_ e tnxTower Job 120-ft Monopole- MFP#94122-133 Page 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 is FAX.-mike@n:fpeng.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 III. 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 OF. 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 A53-13-42 (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 I r C I/C J It/O w IVA in in' in' in in in' in' in' 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 Job ' Page tnxToweY 120-ft Monopole- MFP#94122-133 2 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 is FAX.-mike@mfpeng.com Section Tip Dia. Area I r C I/C J It/Q it, iv/t in in' in4 in in in3 in 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 (perface) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Ll 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 l 1 I 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 I 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�/f pf 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 V Ice 0.00 0.35 Feed Line/Linear Appurtenances Section Areas Tower Tower Face Au Ar• CAA,, C.4A,1 Weight Section Elevation In Face Out Face ft /2 ft, ft, jt' K L1 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 b tnxTower Jo 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 JC FAX.-mike@mfpeng.coni Tower Tower Face AR AF CiA•a CAI Weight Section Elevation /n Face Out Face ft ft, ft2 ft, 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 ke AR AF CaAa CaAa Weight Section Elevation or Thickness /n 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 Page tnxTower Job 120-ft Monopole- MFP#94122-133 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 iC FAX.-mike@mfpeng.con: Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement Q4A.4 C•4A;, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ofr ft' ft, K ft fr 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) I"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) 1"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 L1 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 NY1 O66 Mattituck 15:53:45 12/01/22 Plain City,OH43064 Client Designed by Phone:614-398-6250 Tarpon Towers iC FAX.-mike n:fpeng.coni Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-jt kip-/1 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 L6 80-70.5 Pole Max Tension l 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 tnxTower 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 is FAX.-mike mfpeng.con: Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 120-110 4.61`4 13 0.3883 0.0000 L2 110-100 3.802 13 0.3858 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 Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o oft 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 Hor_. Gov. Tilt Twist 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 0.0000 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 Twist Radius of Load Curvature ft Comb. in o oft 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 b tnxTower Jo 120-ft Monopole- MFP#94122-133 Page7 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@mfpeng.cont Pole Design Data Section Elevation Size L L„ KI/r A P„ r P„ Ratio No. P„ ft ft ft in' K K �P„ L1 120-110(1) TP12.75xl2.75x0.375 10.00 0.00 0.0 14.5790 -1.95 - 551.08 0.004 L2 110-100(2) TP12.75xl2.75x0.375 10.00 0.00 0.0 14.5790 -3.64 551.08 0.007 L3 100-9 0.5(3) TP12.75xl2.75x0.375 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) TP36xl4x0.5 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 MI. pM,,., Ratio M, Om"Y Ratio No. M,. M,r ft kip ft kip ft W1.1 kip-ft kip-ft OM,Y L1 120-I10(1) TP12.75xl2.75x0.375 5.05 180.95 0.028 [ 0.00 180.95 0.000 L2 110-100(2) TP12.75x12.750.375 20.02 180.95 0.111 0.00 180.95 0.000 L3 100-90.5(3) TP12.75xl2.75x0.375 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 Si=e Actual V„ Ratio Actual T. Ratio No. V V„ T„ T„ ft K K 0y, kip ft kip ft 0T, LI 120-110(1) TP12.75xl2.75x0.375 1.01 165.32 0.006 0.00 179.87 0.000 L2 110-100(2) TP12.75xl2.75x0.375 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) TP14xl2.75x0.5 2.91 240.47 0.012 0.00 235.01 0.000 L5 90-80(5) TP14xl4x0.5 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) TP39.4x36x0.25 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 1 Job e g Pa WxTower 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 is FAX.,mike@mfpeng.con: Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Contb. Allow. Criteria No. P„ M,,., M„y V. T. Stress Stress ft V OM,,r om- 0V„ 0T, Ratio Ratio L 1 120-110(1) 0.004 0.028 0.000 0.006 0.000 0.031 1.000 4 8 2 Y L2 110-100(2) 0.007 0.111 0.000 0.012 0.000 0.117 1.000 4 8 2 L3 100-90.5(3) 0.010 0.238 0.000 0.018 0.000 0.248 1.000 4 8 2 L4 90.5-90(4) 0.007 0.182 0.000 0.012 0.000 0.190 1.000 4 8 2 L5 90-80(5) 0.009 0.272 0.000 0.016 0.000 0.281 1.000 4 8 2 M 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 L9 42.42-1(9) 0.008 0.271 0.000 0.016 0.000 0.280 1.000 4 8 2 V Section Capacity Table Section Elevation Component Si:e Critical P eP&I-1 % 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 TP14xl2.75x0.5 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 TP4408.15050.3125 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 Call: 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.Rounl Shear: 12 kips Pole Dia. (D j): 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 Ot , 0,= 0.75 TIA4.9.6 Ibolts= 2619.39 in 2 Momet or Inertia P°= 84 kips compr Force V°= 1.5 kips shear Force Rnt= 325.00 kips Nominal Tensile strength Rnv= 198.80 kips(0.5 x ru x ag) Stress Rating= 35.7% Satist es TlA-H 49.9 Base Plate Calculation According to TIA-222-H 0 = 0.90 TIA 4.7 - 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% Base Plate is Adequate 17.2% C✓( oos„FFOIK�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�oll �ao� Telephone (631)765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov 9k Date Received APPLICATION FOR BUILDING 'PERMIT For Office Use OnlyED ® � � � � ►1►/ � , PERMIT NO._ _ Building Inspector: JAN �,I g � .q Applications and1for'msfmusttbe felled out in their entirety:Incomplete 4 '' GU91.®INGtT applicatro will,not,be accepted Wherecthe Applic 5 nsant is'not the owner,ant K= ''OWN CIFSOMHOLD OiNner s Authoni 1, n'form(Pagez2)shallfbe completed 7r K , f ; - Date: r' L Name.Mattituck Fire District SCTM# 1000 140-3-11 .1: Project Address. 1000 Pike.Street,_Mattituck,- NY 11952 i Phone#:631-298-8837 Emaii:edrittt erg@mattituckfd.com mattituckfd.com Mailing Address 1000 Pike Street, PO Box 136, Mattituck, NY 11952 �CIJNTACT PERSON Name:,Amato Law Group_PLLC.Attnr.:_.Craig_Zonin_. _ Mailing Address 66.6 Old_ Country Road,.Suite 901 , Garden C.ity., NY 11530 Phone#: Email:cZon-In_ a_m-atoflr(')l...com_,___,., 516-227-6363 _ _ - @.__ _ { .rA�,3i .'+ DESIGN PROFESSIONAL�INFORMATION r -`.,. t}J : ,.. Safi tr _ x.. Name:WFC Architects Mailing Address: 12-1 Technology Drive, Setauket,. NY 11733_ Phone# 631-689-8450 Email:Brandon.Streb@wfpqia.com {--• .n) L NL 1..; � -lJ ! � y f f �� ✓F t 6 7 4 Y 4 54` � f �� T�7� . t I. '~. CONTRACTORINFORMATION a o ! c .,er-.r ' '� :r, s. TM• .s4 i"'•._,. ,r, .r ,rts. Name: • _ . S&S Tours LLC_d/b/a. LKR Technical -S:ervices-- -_ .._1_._.._ ... . MailingAddress:30-47 .82nd Street.,_East Elmhurst, NY .11370-1.967.- P hone#: Email:nadira Ikrtechnical.co.m.. 718-433-7735 � @ _ fStY. T'fl !1 y.i• � �.. :j_ ;- ,+ y t9 j '.7 t. fa r'}5, �' 4 § � f. Y {CtESCRIPTIONrOF PROPOSED CONSTRUCTION ❑New Structure ❑Addition 941teration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other See attached Schedule A $25.000.00 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes ®No 1 --'PROPERTY INfO MAt V Existing use of property: Fire District Use/Fire Department intended use of propert Public Wireless Communication Facility Y - No,.Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? EJYes RNo IF YES, PROVIDE A COPY. ,W Check Box A d.b"-professional i a6s�rds�.bh fteKRd'a Reading `The ss.� proyi e y + * -Chapter 236'of thi to, n Code PpLl CATli)N:IS;Hi EBY ivlAQE-toth6��',BCt,i!d��oiD6partin6ht:for.ttieiis'su-ance,o,c'a*Bu Ilding Permit gursUapt Zone'' A� '. Odmance;of the Wn dfSbuth6ld,Suffolk `,County,- 'N ew Y-or and'other applicibleIaWs,Ordinan'ti forAe 661strudiort'b'Pbuildings ,',additibrisi'alt6MUon's is,h-drein-describe4.Theapplicant !s4o'c"o' ordinances,. ..... budding co-de,-� ppo!cant agrdc �b -�hdi itaut orad inspect ors'-t�rsb�:O'ie�iisei.5ridih,buildihi(g).ioizn�cps5aryi"spectkoris.Failse'stdt6m'e*nii.',�ii idr6in`iie. using code regulations ,, , :- - . - ishibl�q`s-atlasi' misdemeanor p State Penal L punishable -N -V rk Xmi i' UaiittoSeLti6n2lo.45".6ft�i! ,iw. o st , f pursuant 11 - -- --.j . - aw.,:1. New York SMSA Limited Partnership d/b/a Verizon Wireless Application Submitted By(print name By:Robert Czarniawski IgAuthorized Agent ElOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 6,a CS OV, 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 (&MtrMW,Agent,xrxwjwRjjjgkjQfWAkpn(eM) 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 IT DECARMINE S-�OTARY PUB STATE� F NEW YORK day of H 20 Z--L_N I ow� a, 'A Qualified in'Suffolk County 7,6,2-6 NotaN Public My Commission Expires 05-222 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 Id Building Department for approval as described herein. Owner's Signat/f/re Date 1-7- -�j Print Owner's Name 2 Job Page Michael F.Piahovinsak,P.E. 120-ft monopole-MFP#94122-133 FND 18301 State Route 161 W Project Date Plain City,OH43064 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 I.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 18 ft has been reduced by 50% 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=I I ft below grade iWWW*PiER PROPERTIES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 60.00 ,DIAMETER (ft) = 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 XP PHI ` (ft) (ft) (Pc£) (Psf) (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 (ft) = 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) (Ps E) (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 (£t) 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 1858.7 -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 = 0.98 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-ft Diameter caisson x 28-ft long (27.5-ft Embeded with-0.5-ft above grade)____. Si _ -__-___--____-____ Concrete strength =4000 PSI @ 28 days. Estimated Concrete Volume = 29 CY3. L____---_______--_.-__-_____-__-_____.____ .---- __-______---__-___-__I 1(22) Q10 Vertical Rebar. Steel Cross-Section = 27.94 in2 Poa4 CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: 4 47, 4 7. \ \ %10, VW rw T M Amvlmmwl� I , � : 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 1 www.wfcaia.com WFC PROJECT 22- 15255 K SITE INFORMATION PROJECT CONTACTS DRAWING INDEXINITIAL ISSUANCE LATEST ISSUANCE REVISION NO. & DATE VERIZON WIRELESS SITE NAME: "RIVERHEAD 3" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLEr d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL WEST NYACK, NY 10994 T-100.00 SITE TYPE/DESCRIPTION: ON MONOPOLE: 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 A-100.00 REMOVED AND REPLACED WITH (3) NEW TRIPLEXERS. JAMESPORT, NY 11947 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: (1) EXISTING MOD CABINET TO BE REMOVED AND LEASING CONTACT: JIM KORWAN (516) 946-8920 A-102.00 ANTENNA MOUNTING DETAILS 10/05/22 2 10/17/22 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 CONSTRUCTION CONTACT: PENDING - DIPLEXERS TO BE REMOVED AND REPLACED WITH (3) NEW QUAD TRIPLXERS AND (3) NEW QUAD DIPLEXERS. NO. DATE SUBMISSION PROJECT LOCATION: 1000 PIKE STREET, _ _ MATTITUCK, NY 11952 A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 0 10/ ISSUED FOR PRELIMINARY REVIEW 1 10/14/22/22 REVISED PER ATTORNEY COMMENTS --- — — - 2 10/17/22 ISSUED FOR FILING VZW PROJECT ID: 16275608 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: +/-U 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" O .q o APPROVED AS NOTED DATE FE 5D .O0 By NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION-TWQ REQUIRED FOR POURED CONCRETE M A 2. ROUGH-FRAMING,PLUMBING, E Yff Ar LSTRAPPING, ELECTRICAL&CAULKING 3. INSULATION AREA OF WORK A, I (0j" 11 M A P 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTIO N SHALL MEET THE r. :.: REQUIREMENTS;. �F .a��, � . ,€...:•� CODES OF NEW YORK STATE. NOT RESPONSIBLE DESIGN OR CONSTRUCTION ERRORS. i _' ; . \ a ' ., v< :. 1 i€: Tu r. '3 a: OF fir. x A. L CODES .:.....::: . COMPLY WITH AL a ,..... .. OI114P =F� NEVI YORK STATE & TOWN CODES t ., AS REQUIRED AND CONDITIONS OF i:. .:. r <, , pry. a ra -: r�x � SOUTHOLDT07 P ` .� L S6 UPGRADE VZW PROJECT ID: 162756 08 > tip: ' OUTHOLD TO11,1117-0,N1V EMR0 SOUTHOLD TOVM rUSTEES x .r ell i N.Y.S.DEC III NAPO"" , r a _ I 1000 PEE STREET, M 1 < z.. as TITLE - _ ELECTRICAL , g, �� INSPECTION R ac �, . REQUIRED TITLE SHEET a DATE: 10/04/22 q�lh §' Additional PROJECT NO: 22-15255 h. 1t Certification DRAWN BY: TJ , ell <,. �� � _ � ��� � ay Be Required CHECKED BY Bs ` ` ` '° SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH SITE LOCATION NORTH Tm 1 ()0000 ...—_...................--...... GENERAL NOTES FOR CO'ONSTRUCTION SYMBOL LEGEND ABBREVIATIONS { Wt GENERAL REQUIREMENTS DRAWING LEGEND: A WARRANTIES: SITE LEGEND: _ 1. Information shown on these drawings is for design intent only. Verify existing conditions \ A/C AIR CONDITIONING IG ISOLATED GROUND .�� '°.:; • 1. The Contractor shall guarantee all labor and materials used in this project for a minimum F" and dimensions in field. Coordinate discrepancies with the architect and/or engineer. Do not 9 p 1 c--- ---- New Wall Partition za! Contour/ Topo Line AC ACOUSTICAL D INSIDE DIAMETER \ period of one 1 year commences from the date of final acceptance b the client. ACP ACOUSTICAL PANEL INFO INFORMATION scale drawings to determine dimensions. p O Y g P Y � . :.;� •, ��, ACT ACOUSTICAL TILE INSUL INSULATION (D) (ION) New Rated Partition Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL ` 2. Establish lines, grades and benchmarks necessary for proper work from given survey -- p Y data. work shall be erected and installed plumb, level, square and true and in proper 2. The Final date of acceptance is deemed as the date that all required state and federal AFF ABOVE FINISH FLOOR approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE J �• alignment. New Partial Ht. Partition Stockade Fence Line AGL ABOVE GROUND LEVEL JC JANITOR'S CLOSET \ A. Final inspection 3. All work shall be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy ALT ALTERNATE ordinances, OSHA standards and regulations wherever applicable. Contractor shall Existing Partition -X-X-X- Chain Link Fence Line ATS AUTOMATIC TRANSFER SWITCH K required under NYSBC chapter 17. ALUM ALUMINUM KW KILOWATT coordinate and arrange all third arty special inspections req p g p 3. Any deficiencies that come evident during this one (1) year period shall be corrected by ANSI AMERICAN NATIONAL the Contractor at the Contractor's expense. Existing Door to Remain ass Gas Piping Line STANDARDS INSTITUTE L 4. The Contractor shall be responsible for quantities of work. furnish labor, materials and p 4/A.\ ANT ANTENNA LAM LAMINATE (D) equipment required to complete work. ===f� r=== Door/Wall To Remove E Electrical Conduit APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S QUALITY ASSURANCE ARCH ARCHITECT(URAL) LB (LBS) POUNDS(S) 5. Provide proof of workman's compensation insurance and disability insurance coverage AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12.1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 required by governing state law prior to start of work. Ooo New Door T Telco Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com A. Workmanship shall be of the highest quality and done by employees skilled in the LTE LONG TERM EVOLUTION 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. � -�ED� � conditions prior to submission of bid. Notify the architect immediately and prior to progress Detail Number T/� Electrical/Telco B M �C�� ' 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 �O �" D� 4 ` ` of work if unusual field conditions arise. Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker �� 'alb " BD BOARD MATL MATERIAL o Ground Wire Conduit n 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, initial failure or the corrective repairs. BLQG BUILDING MBD/MBQs MAIN DISTRIBUTION BOX(ES) conflicts, and/or omissions which would Drawing Page Number BLK BLOCK MECH MECHANICAL and shall notify the architect of any discrepancies, co 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 off Overhead Wire new, unless otherwise noted. 4. procedure and continue with the work, the Contractor shall assume all responsibility and BSMT BASEMENT MFR/MANUF(S)MANUFACTURER (S) , C 50 �s 1 BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS � ,° N - liability arising therefrom. Elevation View Catch Basin/Drywell BUR BUILT UP ROOFING SAFETY & HEALTH PROVISIONS N CONSULTANT: 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated 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 Q� -- Partition Type Tag YY Fire Hydrant CLR CLEAR(ANCE) oa 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, COAX COAXIAL CABLE OD (0.D.) OUTSIDE DIAMETER printed specifications, and with all applicable code requirements 2 x 2 Ceiling Grid Sign CMU CONCRETE MASONRY UNIT off OVERHEAD p p pp � q reasonable safeguards for safety and protection, including erecting temporary barriers, CNTR COUNTER OPNG OPENING posting danger signs and other warnings against hazards, promulgating safety regulations NO. DATE SUBMISSION 11. All work shall be performed in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites spaces and utilities. Revision Number COL COLUMN OPP OPPOSITE , , trade shall cooperate with other trades to facilitate job scheduling and completion. ELECTRICAL& MECHANICAL LEGEND: CONC CONCRETE 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW 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 Q 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: CPT CARPET PCs PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. Line CT CERAMIC TILE PL PLATE 1. Safe and proper ingress and egress from the building and all project areas will be 0 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 Field Weld Hung Exit Sign may be required to complete the entire scope of the work. 2. Fire protection and life safety components within the building will be properly D PSI POUNDS PER SQUARE INCH maintained. Weld All Around DB(S)/(dB) DECIBEL(S) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be patched and finished, as necessary, to match Wall Mounted Exit Sign DEMO DEMOLITION R existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be 1 4" Weldin,q Designation DEPT DEPARTMENT spread out if placed on framed ceiling or roof members. Loads shall not exceed the Fillet Weld DIA(0) DIAMETER RAID RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning up their design live load per square foot. Provide adequate shoring and or bracing 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. free of all debris and broom clean upon completion. Quad Receptacle DL DEAD LOAD REINF REINFORCED p 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. and debris, prior to project completion. =t4 Light Switch DR DOOR RFCC RF CONCEALMENT POLE 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. 4L:P Emergency Light (Existing) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) ° or retained by the owner, shall become the property of the contractor and removed from the RM ROOM � •..r �• E RO ROUGH OPENING ........ ....... premises. 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during ''.: �'":' Concrete,�; : Emergency Light (New) EA EACH 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 construction, unless agreed to in advance, in writing, with the property owner. EIFS 0 o/o ELEC ELECTRIC(q INSULATION FINISH SYSTEM days, air entrained from 4/o to 5 . 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Steel Section `� Pendant Flood Light work broom clean at the end of each day. ELEv ELEVATION s SOUTH 19. Elevation 0'-0" is a reference of the existing grade height. Notation to heights will be / / / EMDED EMBEDDED SCHD/SCH SCHEDULE Undisturbed Earth/Soil Smoke Detector EMERG EMERGENCY SD STORM DRAIN ` --- from this elevation, unless otherwise noted. ENCL ENCLOSE(ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containing EQ EQUAL SF SQUARE FOOT material(s) encountered throughout. If existing asbestos containing material is encountered Stone/Gravel Ip Existing Fire Extinguisher ETC ETCETERA sIM SIMILAR EXC EXCAVATE SPEC SPECIFICATION AREA OF WORK during the work, report this immediately to the Verizon Wireless construction manager for - - - -- - remediation. Galv. Steel Grating New Fire Extinguisher EXH EXHAUST sPR SPRINKLER EXIST/(E) EXISTING SQ SQUARE 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 X Galv.Steel Diamond Plate o New 4' Pendant Light F STID STANDARD precedent over large and small scale drawings. x x x x X x x FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE 22. The Contractor sheill be responsible for documenting existing conditions prior to start of Brick Facade ® Supply FD FLOOR DRAIN SUSP SUSPENDED work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION T of existing damaged items, not specifically noted on construction drawings. Provide copies Z Return FE FIRE EXTINGUISHER of this documentation to the architect & Verizon Wireless Construction Manager at start of FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall A oft 10 FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FACILITYTES ArrLICABLE CO"i")ES 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 ® EXISTING BUILDING CODE OF NEW contract documents. in the event the contractor discovers such an error, or omission in the ■ BUILDING CODE OF NEW YORK STATE K S GALV GALVANIZED UMTS contract documents, the contractor shall immediately notify the architect. The architect will STATE 2020 GC GENERAL CONTRACT(OR) LION UNLESS OTHERWISE NOTED 1000 PACE STREET, then make such corrections and interpretations as may be deemed necessary for fulfilling 3. No additional parking is required for the EXISTING use, as this is an unmanned site. ® MECHANICAL CODE OF NEW PORK STATE STATE 2020 n PLUMBING CODE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY MATTITUCK NY 11952 the intent of the contract documents. 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. m FIRE CODE OF NEWYORK STATE 2020 � ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE 5. No water or sewage facilities are required for the EXISTING use. GPS GLOBAL POSITIONING SYSTEM VIF(V.I.F.) VERIFY IN FIELD e NFPA 70, NATIONAL ELECTRICAL CODE (NEC) 2020 GSM GLOBAL SYSTEM FOR MOBILE VZW/VW VERIZON WIRELESS GENERAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final close-out photos documenting all installed equipment, ® NFPA 58, LIQUEFIED PETROLEUM GAS CODE 2020 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. TELECOMMUNICATIONS 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 Q� R ES"S NUT ES' ® AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 22-15255 CONCRETE. HC HOLLOW CORE WD WOOD ++ ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS DRAWN BY: TJ 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60 main P p g Maintain aisles free and clear from obstruction when working within buildings enc emeraisles and a min. of 44" secondary emergency . . CONSTRUCTION,ASD, 15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BY: BS - Final redlined ,As-Built drawings . y aisles for employees to exit space in case of an HT/HGT HEIGHT W/O WITHOUT ■ 2017 ICC A117.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. SCALE: AS NOTED - All third party inspections results m TIA/EIA 222-F (REV'G' HM HOLLOW METAL WWM WELDED WIRE MESH WHERE APPLICABLE MUNICIPALITIES REQUIRE), STRUCTURAL STANDARDS DRAWING NO: - clear digital photos on disk or via email Provide temporary exit diagrams, mounted in conspicuous locations for all to see. FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HP HIGH POINT WWF WELDED WIRE FABRIC - Generator start up report (When generators are installed) e TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING AN ()0000 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. ..__------------ - _... t. , AW EXISTING VERIZON WIRELESS GAS METER \ \, r ...... 0 T A R C H I T E C T S EXISTING ROOF ACCESS HATCH " DRIVE, SE AUKET, NY 11733 P. 631 689 8450 1 F. 631 689 8459 www.wfcaia.com TECHNOLOGY DRI T • www.w caia.com GAS ROOFTOP ACCESS POINT t. EXISTING VERIZON WIRELESS EQUIPMENT - - �- ANTENNAS Y OTHER ,.., � ... ..., mT 0 0 WHIP IN ENCLOSURE. SEE 2/A-100 FOR i. H MORE INFORMATION- ..... � ' .. �...: EXISTING VERIZON WIRELESS ELECTRIC ; r y METER EXISTING VERIZON WIRELESS CABLE rn N ' BRIDGE WITH (12) 7/8" COAX CABLES p 120 _0 f AGL ANTENNA NOTE: v; -;o TOP OF COMCEALMENT POLE CONSULTANT: ALPHA POSITION: (1) EXISTING VERIZON WIRELESS SECTOR ANTENNA TO BE REMOVED AND REPLACED WITH BETA 22� ACph, (1) NEW VERIZON WIRELESS ANTENNA, z ZI �0' 3EOT i ANTENNA NOTE: BETA POSITION: (1) EXISTING VERIZON WIRELESS ALPHA POSITION: (1) EXISTING VERIZON WIRELESS ANTENNA TO BE REMOVED AND REPLACED WITH 115'-0"f AGL (1) NEW VERIZON WIRELESS ANTENNA. o �-� , _ ( ' # �= ANTENNA TO BE REMOVED AND REPLACED WITH (1) NEW f j # , t # 1 , VERIZON WIRELESS ANTENNA. GAMMA POSITION: (1) EXISTING VERIZON WIRELESS o 0 0 1 i I € {, BETA POSITION: (1) EXISTING VERIZON WIRELESS ANTENNA ANTENNA TO BE REMOVED AND REPLACED WITH (1) NEW VERIZON WIRELESS ANTENNA. \f TO BE REMOVED AND REPLACED WITH (1) NEW VERIZON I WIRELESS ANTENNA. EQUIPMENT: (6) EXISTING DIPLEXERS TO BE I ( GAMMA POSITION: (1) EXISTING VERIZON WIRELESS REMOVED AND REPLACED WITH (3) NEW QUAD 110'-O"t AGL ANTENNA TO BE REMOVED AND REPLACED WITH (1) NEW TRIPLEXERS BOTTOM OF EXISTING VERIZON WIRELESS ANTENNA CAVITY VERIZON WIRELESS ANTENNA. EXISTING MESASPAN CABINET (TELCO) EQUIPMENT: (6) EXISTING DIPLEXERS TO BE REMOVED NO. DATE SUBMISSION BY OTHERS i AND REPLACED WITH (3) NEW QUAD TRIPLEXERS EXISTING TRANSFORMER ! I 0 10/05/22 ISSUED FOR PRELIMINARY REVIEW 1 10/14/22 REVISED PER ATTORNEY COMMENTS ` (12) EXISTING VERIZON WIRELESS 7/8"0 COAX CABLES i 2 10/17/22 ISSUED FOR FILING WITHIN EXISTING CONCEALMENT POLE II EXISTING VERIZON WIRELESS GAS METER AND GAS PIPING /� I-�- CTU L. IT L o' 10' 20' 40' 1 1" = 20, NORTH „ I SCALE: 1 =20 (4) EXISTING GPS UNITS TO REMAIN NO. 1 DATE I REVISION KEY PLAN: I EXISTING VERIZON WIRELESS EQUIPMENT IN ENCLOSURE. SEE 2/A-100 FOR MORE INFORMATION a' _ o ' f r f' GAs GAs GAs GAs GAs G — 33'-2"f AGL I I € TOP OF EXISTING VERIZON \ WIRELESS GPS UNITS EXISTING 50KW NATURAL GAS GENERATOR TO REMAIN \ rf (3) EXISTING MAIN DISTRIBUTION ` t� BOXES TO REMAIN 1 ® NEWI p', AREA OF WORK -2 f AGL .:: : ... . ..,. EXISTING GPS UNIT TYP. OF 4 EXISTING 50KW NATURAL TOP OF VERIZON WIRELESS w. ri O :r EQUIPMENT ENCLOSURE GAS GENERATORJ. (9) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (6) NEW DUAL BAND RRHs (STACKED) 22'-3"f AGL T? TOP OF EXISTING 4rli�i \` �, ,� PARAPET ....-. r EXISTING 200A PP/ATS TO REMAIN \. :` $ (1) EXISTING BATTERY CABINET TO 4- .. " I EXISTING VERIZON BE REMOVED f.€ ;..,... f ELECTRIC -LT 1"'T" .. .......... WIRELESS _ DETER { EXISTING TELCO CABINET TO REMAIN < 1 i i ;„� , - - a «a<b •-ra MATTITUCK RELO I 0 (6) EXISTING DIPLEXERS TO BE REMOVED r ? I FL LSb UPGRADE AND REPLACED WITH (3) NEW QUAD 3;:: ;° €: F=. € 11 DIPLEXERS AND (3) NEW QUAD TRIPLEXERS VZW PROJECT ID. 16275608 _ 3I �1I DELTA EXISTING EXISTING .,:::: . ._...........,, ...;_:< GRADE (3) EXISTING RRHs AND (3) EXISTING ` DELTA �� n CABINET 1 < >j .. i F . . ,'' BATTERY BIN COMBINERS TO BE REMOVED AND - .a...;.;.; �� :�;, g-�; I 'I 1----____'-_- ' REPLACED WITH (3) NEW RRHs � €'I I_ I' .............................�, 3 _ I I E': ............ E... E . E E 1000 PIKE STREET, E I N MATTITUCK, NY 11952 ;_ --:3 =:1 =1 I T 3=ii m (1) EXISTING MCD CABINET TO BE ITLE: SITE PLAN, REMOVED AND REPLACED WITH (1) NEW DELTA CABINET SOUTH ELEVATION AND (6) EXISTING COMBINERS TO BE REMOVED 0 3 ENLARGED EQUIPMENT PLAN EXISTING DELTA BATTERY CABINET TO REMAIN --- -- DATE: 10/04/22 EXISTING DELTA CABINET TO REMAIN PROJECT NO: 22-15255 DRAWN BY: TJ CHECKED BY: BS SCALE: AS NOTED DRAWING NO: El LARD U! T SOUTH L VATl ,,,,,,,,,,.,,__�,.._ SCALE: 1/4"=1 '-0" 1/4" = 1'-0" NORTH SCALE: 1 "=10' lot = 10' ........... . p� x, wr NOTES: NEW ANTENNA (TYP. 3) ANTENNA MANUFACTURER: JMA WIRELESS 1 ADHERE TO MANUFACTURE'S MINIMUM BENDING RADIUS AND RECOMMENDATIONS \\ `\ MODEL NO.: MX14FIT465-01 FOR ANTENNA CABLE INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES) WEIGHT: 52.2 LBS. NEW RRH (TYP. OF 3) ° \' MANUFACTURER: SAMSUNG8.1 \ 2• PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION .= MODEL NUMBER: B5/B13 RRH GRAN (RF4440d-13A) OF ANY ITEMS VTHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, 14.2 8.5" ® =' ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES WEIGHT: 82.0 LBS NEW P1000 UNISTRUT SECURED TO EXISTING PIPE MAST 3. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION 15.0 „ CCC�CC CCG��G; e \ k LINES WITH BRASS TAGS DENOTING COLOR CODE AND SECTOR. 15.0 o EXISTING PIPE MAST .p��pCl �ri .:.... ° ;• '- . XISTING P1000 ° UNISTRUT SECURED TO IM Y. ,., ., s::•� �:•, :,•�, �, .... .. C o so p°o0p° EXISTING PIPE MAST pp ..::rff':' ppn}�i p O np0 pp np ,.Y. �. uopaaaa,p Ag EW RRH WITH SOLAR CABLE COLOR CODING ou �000pooaoo I p popppo cooc« ::aaaaa aaauapppaa�papapapaSHIELD TO BE SECURED TOpapo°p ga%gSEMS COS � CY EMOZ MCBN®LOGY COLORS °0 0 oao°ao apaopa�:aaapair EXISTING GALV. 2-7/8"0 ALPHA WHITE 700 LTE a STEEL MOUNTING PIPE WITH BETA - AWS LTE YELLOW MANUFACTURER'S HARDWARE A R C H I T E C T S GAMMA PCS LTE LIG1T':BLUE FRONT VIEW SIDE VIEW TOP VIEW RRH MOUNTING DETAILS 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 DELTA WHITE WHITE 850 LTE P. 631.689.8450 ( F. 631.689.8459 1 www.wfcaia.com EPSILON 850 1 X G. N•, 2 ZETA PCs ix GPS NEW RRH (TYP. OF 3) � MANUFACTURER: SAMSUNG 10.0 ��� A � Lq MODEL NUMBER: B2/B66A RRH ORAN (RF4439d-25A) v� �StDER,A,,,, NOTES: °� WEIGHT: 97.5 LBS P ' 1. 1ST COLOR IS SECTOR COLOR, DOUBLE BANDS FOR DELTA, EPSILON AND ZETA a� L`�' SECURED TO EXISTING ° SECTORS. flEdl ` �• =-` 2. LINE NUMBER IS IDENTIFIED BY THE NUMBER OF BANDS OF THE FREQUENCY 15.0 10.0" 15.0" PIPE MAST ,. BAND/TECHNOLOGY COLOR. o EI EXISTING PIPE MAST 3. BROWN COLOR IS RESERVED FOR GPS. NUMBER OF BROWN FRONT VIEW SIDE VIEW TOP VIEW � �0��G,�10���AK - _ _ u�oouup�uuoo xisTlNc P1000 `,,.=b UNISTRUT SECURED TO },� l� �a a00 Oapa°�p0 �l lb'9��0�:' ���C M - D��r����O�Lu��� EXISTING PIPE MAST C01�t �A+1�1�� ° ^�o�o'!'�J���.11���ll�°� �n��:1�d00d��U�n _ r �aaaar;rapar pp�ap paaa EXISTING ANTENNA NOTES: E ANTENNA NOTES p[�pppppp�pppp o -�-�, 10����II�I�I�� NEW RRH WITH SOLAR pp,ppapl"ppppap°�aap�papp pap°apaaaappa� � ��IIIJ�J��I��0�1�� SHIELD TO BE SECURED TO �ooaooa�:!o� .aaappppaaaaallalma^paaa 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 CWWX063X25G00-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 15.0" 6.8 PIPE MAST 1 10/14/22 REVISED PER ATTORNEY COMMENTS BETA SECTOR B1 CWWX063X25G00-T06-750 41.7 LBS. 222' 0' (4) 7/8„ BETA SECTOR 81 MX14FIT465-01 52.2 LBS. 222' 0' (4) 7/8„ o EXISTING PIPE MAST 2 10/17/22 ISSUED FOR FILING ® EXISTING P1000 I. 15.0" °_ UNISTRUT SECURED TO 0 EXISTING PIPE MAST 0 4 NEW RRH WITH SOLAR GAMMA SECTORS Gl CWWX063X25G00-T06-750 41.7 LBS. 315' 0' (4) 7/8„ GAMMA SECTORS G1 MX14FIT465-01 52.2 LBS. 315' 0' (4) 7/8„ o _ SHIELD TO BE SECURED TO 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 GPS-4 EXISTING TO REMAIN 0.6 LBS. SHELTER GPS-4 EXISTING TO REMAIN 0.6 LBS. SHELTER KEY PLAN: AINTENNA DETAILSDETAILS 3 1 SCALE: 3 4"==1 '-0" SCALE: 3/4"=1 '-0" a } F t t F } { 27.3 33.7 r, `� „ NEW DIPLEXER ME OF 3) NEW TRIPLEXER (TYP. 6) ( QUADPLEXER MANUFACTURER: COMMSCOPE 9UADPLEXER MANUFACTURER: COMMSCOPE 0.6"0 TYP. (4) MODEL: SDX1926Q-43 QUAD DIPLEXER MODEL: STX61742Q-43 QUAD TRIPLEXER MOUNTING HOLE WEIGHT: 6.2 LBS. WEIGHT: 10.692 LBS. SIZE AREA OF WORK DELTA 00 �n °� DELTA f „ 2.9" 3.3" CABINET cMv N CABINET 6.9 6•g„ 9.0 g 0„ ° ° 4 N N d' d• t ! E I E E \\�-LLIFTING TABS <�TOP VIEW (TYP OF 4) MOUNTING HOLE LAYOUT FRONT VIEW SIDE VIEW TOP VIEW FRONT VIEW SIDE VIEW TOP VIEW MATTITUCK RELO 33.7" 45.5" 2'9„ EXISTING PIPE MAST 3'3' EXISTING PIPE MAST LS6 UPGRADE 10 3 KNOCK OUT EXISTING P1000 UNISTRUT EXISTING P1000 UNISTRUT VZW PROJECT ID: 16275608 -- - -- - - - SECURED TO EXISTING PIPE _ SECURED TO EXISTING PIPE TYP. (9) MAST co MAST N : =0 n PIKE STREET NEW DIPLEXER TO BE NEW TRIPLEXER TO BE } 1.25" KNOCK SECURED TO EXISTING GALV. SECURED TO EXISTING GALV. MATTITUCK, NY 11952 OUT TYP. (7) 2-7/8"0 STEEL MOUNTING 2-7/8"0 STEEL MOUNTING x 02" KNOCK OUT PIPE WITH MANUFACTURER'S PIPE WITH MANUFACTURER'S TITLE: --; (TYP. OF 2) o HARDWARE HARDWARE - _..•........__......, ° ANTENNA INFORMATION II FIBER o } j DIPLEXER MOUNTING DETAILS TRIPLEXER MOUNTING DETAILS AND EQUIPMENT DETAILS oo .......,,.._,_.........__... ..... _......� I ; I� DATE: 10/04/22 t PROJECT NO: 22-15255 DRAWN BY: TJ CHECKED BY: BS SCALE: AS NOTED _4 J_ DRAWING NO. U E T CA I ET E 1 IL. CONTRACTOR TO UII T DETAILS 2 CONFIRM CABINET WIDTH4 A 0z" 41100 SCALE: 1/2��==1 �-0�� SCALE: 1 "=1 '-0" - - - - - - .. o. WMMMz \ILLEPA , 120'-O"f AGL :, \ T.O. VERIZON WIRELESS ANTENNA CAVITY 0 0 0 0 0 1 s.`. 2A "M 2A " —10 —10 j a 117'-3"t AGL A R C H I T E C T S T.O. 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 ¢ ' �� MOUNTING BRACKETS, TYP. SEE PAGE 1/-A-101 w v. FOR MORE INFORMATION z e� d'/lf�r. Q TJ '''tn ,A �i t 115'-0"f AGL 0 ¢ OF NEW VERIZON WIRELESS ANTENNAS o w o CONS CTIJ f'`' _N EXISTING CONCEALMENT POLE RF COMPATIBLE > COVER 3: 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 'RJ8.0. VERIZON WIRELESS ANTENNA CAVITY ELEVATION '1A' NO. DATE REVISION KEY PLAN: ° � o ul D p (3) NEW MX14FIT465-01 ANTENNASol / AREA OF WORK EXISTING RF CONCEALMENT PANELS 1 A SECTOR \ 7 te& Bk'T 222 �\ �� 0• SECTOR EXISTING MAST PIPE MATTITUCK RELO PLAN '2A' LS6 UPGRADE VZW PROJECT ID: 16275608 1A —10 1000 PE STREET, NQM MATTITUCK, NY 11952 ALL BRACKETS & MOUNTING HARDWARE SHOWN TITLE: FOR COORDINATION PURPOSES ONLY. ALL BRACKETS & MOUNTING HARDWARE, ETC., ARE TO BE CONFIRMED IN FlELD 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: AT AMU TIG DETAILS Am 1 02oOO- SCALE = 1 "=1 '-0"