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Home My WebLink About50214-Z �o�oSUFFO(4� r Town of Southold 9/15/2024 P.O.Box 1179 o _ Ne..� 53095 Main Rd y?j�l 'A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45547 Date: 9/15/2024 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 165 Peconic Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2022 pursuant to which Building Permit No. 50214 dated 1/12/2024 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: modifications to an existing wireless communications facilfty and equipement for Verizon Wireless as applied for The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 th riz d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • o�� 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#: 50214 Date: 1/12/2024 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold, NY 11971 To: Make modifications to an existing wireless communications facility as applied for, Replaces BP 47345 At premises located at: 166 Peconic Ln, Peconic SCTM #473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 1/12/2024 and approved by the Building Inspector. To expire on 7113/2025. Fees: PERMIT RENEWAL $275..00 Total: $275.00 Building Inspector ��SUEFo1,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT Me a TOWN CLERK'S OFFICE o . SOUTHOLD, NY $0*� 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#: 47345 Date: 1/14/2022 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold, NY 11971 To: Make modifications to an existing wireless communications facility as applied for. Replaces BP#44707 At premises located at: 165 Peconic Ln., Peconic SCTM #473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 1/14/2022 and approved by the Building Inspector. To expire on 7/16/2023. Fees: PERMIT RENEWAL $275.00 Total: $275.00 Building Inspector TOWN OF-SOUTHOLD Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y.. SOUTHOLD, NY a 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#: 44707 Date: 2/18/2020 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold, NY 11971 To: make modifications to.an existing wireless communications facility as applied for. At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 12/20/2019 and approved by the Building Inspector. To expire on 8/19/2021. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COM $50.00 Total: $550.00 uil ing I spector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��rjF SUUr P.O. Box 1179 54375 State Route 25 O y�l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) P Southold,NY Telephone: 631 765-1938 l l www.s outhol dtownny.gov 0 • �Q PLANNING BOARD OFFICE D EC EOW E TOWN OF SOUTHOLD S E P 1 3 2024 MEMORANDUM Buildings Department 'town of Southold To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 13, 2024 Re: Planning Department Report Verizon Wireless at Southold Town Animal Shelter 165 Peconic Lane,'Peconic. SCTM#1000-75.-5-14.1 The Planning Board has found that the requirements of the above-referenced Verizon Wireless modifications and equipment up-grades have been completed based on the site inspection made July 12, 2024; and the subsequent photos of affixed signage submitted electronically on September 13, 2024. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated February 14, 2020; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. - pF SOUTyolo # # . TOWN DF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rFIN ULATION/CAULKING FRAMING /STRAPPING [ AL Wt/Ai&a1 Ve6f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]'. FIRE RESISTANT"PENETRATION [ .] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �eAen Will-/ Lt.X11 n A--- a4T V DATE ANSPECTOR verizon-1 Emergency Contact Information State:42 Switch:FARMNGDALECe11#: 085233 To Report An Emergency, Specify the Coll Site Number Above and Call The Network Operations Control Center at: 1m800 - 264 - 6620 This Communication Facility Is Protected and Licensed By the FCC,KNKA201. PECONIC No Solicitation PSLC 16318686 No Trespassing Violators Will Be Prosecuted to the Fullest Extant of the Law. EMERGENCY 171 • CORROSIVE �.iii�l� �'c��►rl-fy 1\11!-:2+r'!I York 1� ;r+ • 11 .i i s 1 1 1 i.. • 41rT 5 rr 1 kart �•••++r+. •;+A;'+►�� ti a l '� 1;1l�I••, ew�z L 1\ V . Final Report of Special. Inspections Project: Peconic Location:. 41450 Main .Road, P.eco.nic, .NY 11958 =: Owner:. : Town of Southold Structural Engineer of Record: Michael S. Trodden; PE./APT Engineering To the best:of my information;:knowledge.and belief, the Special.Inspections required for this project:have been performed,and all discovered discrepancies have been reported and resolved other than the following: Comments: None. If interim reports were submitted prior to this.final.report, they form.a basis for and:are to be considered:an integral part of this final report. Respectfully submitted: Special Inspection Coordinator APT E.ngiinpenng Michael S. Trodden, P.E. ' �P.��;O E{y yo (type or print name) . : .. k • c^ :,* 04/0372024 A* 096474 'P1FES5I�NP Signature . Date A:Statement of Special Inspections • .: " :: AMARACON TtvnnY:&Insranan5 LLC . Rev 0 "Raising the Quality Standard." Client:All Points.Technology Date c 03/27/2024 Project:.All Points Technology 41450 Main Inspector:Connie A.Pisani Road- Peconic Page. 1 of9 Time In: 03:00 PM.::',. .. Weather: Cloudy Contractor:All Points Sub Time Out:.05:00 PM Temperature:50 Structural Steel Field Location/Grid Lines/floors: - Equipement Used -Apparatus SIE # . Angel replacement on cell tower at Peconic. Steel was replaced between elevation=50 and 90'. D ravving(s): Number. Revision Revision Date: Approved by . . Date Issued Date Approved. E1 0 02/29/2024 All Points 02/09/2024 02/16/2024 BC 1704.3.3 Structural Steel- High-Strength Bolting Yes: No._N/A -Approved shop drawings on site and accessible. Q ❑ ❑ The bolts are being properly stored/protected. ❑. ❑:. 0 Certified manufacture Mill test'Reports have been submitted.- - El WY-❑ Bolt Type/Installation;Method:Snug Tight - Skidmore verification has been perfomed. ❑ ❑✓ . ❑ Bolt Information : ::Value Accept `"Reject N/A" ASTM (1.). A325 ✓❑ ❑ ❑ Size (1) 5/8 ✓❑ ❑ Assembly Tension Required 0 [--1 ❑ Thread Engagement ✓❑ ❑ - ❑ Amaracon Testing and Inspections, LLC'accepts no liability for work executed by others after the date above..' . Page 1 6f9 Document#:51 Issue Date:B Revision:03/31/2016 Revision Date:05/01/2023 _ AMARACON Tnmm;& uc- Rev."Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project: All Points Technology-.41450'Main Inspector:Connie A.Pisani Road.- Peconic Page 2 of9 ..Time In: 03:00 PM Weather: Cloudy Contractor:All Points Sub: Time Out:.05:00 PM Temperature: 50 ommen s: Bolting inspection performed on the new angles installed at the Peconic cell tower. The bolted connections were verified as'well as the size of the angles..A climber was on site.to provide the pictures of the steel. Work is.acceptable. Inspector Signature: Reviewed&Approved: Connie Pisani, P.E. Connie A Pisani Client Signature: Amaracon Testing and Inspections, LLC accepts:no liability for:work executed by others:after the date above. : : Page 2 of9. . Document#:51 Issue,Date:B u nzaz 1 i)n1 A 'P•rie;rm i)n')z:. .. . GON "Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project: All Points Technology- 41450 Main Inspector: Connie A Pisani Road - Peconic Page 3 of9 Client Project Date Type Inspector All Points Technology 41450 Main Road - Peconic 2024-03-27 Structural Steel Connie A Pisani 5:53 AM Sat Mar 36 "o a 87%M C7i-:b 24Boil,*mu tro fwl e t*mN _ 1•. "0.,W,k oo, ' A4FA Of w�M ncrtAtt exsmecixix> t FACE C FACE B %ACF A Po.M DET&t,+ Area in purple inspected Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 3 of9 Document#:51 Issue Date:B Revision:03/31/2016 Revision Date:05/01/2023 a Rev.0 "Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project: All Points Technology- 41450 Main Inspector: Connie A Pisani Road - Peconic Page 4 of9 Client Project Date TI pe Inspector All Points Technology 41450 Main Road - Peconic 2024-03-27 Structural Steel Connie A Pisani 3 � F + 1'I • t j�• J WOO 1>� • -�... !S1 J ' r .� •ter � .� :� - _ v _... %461�A 4 �►i _ # � ti Verified proper size of angle Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 4 of Document#:51 Issue Date:B RPiricinn•01/11001F RPvicinnbate•05/(11/')0?'t Q N Rev.0 "Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project:All Points Technology- 41450 Main Inspector: Connie A Pisani Road- Peconic Page 5 of9 Client Project Date Type Inspector All Points Technology 41450 Main Road- Peconic 2024-03-27 Structural Steel Connie A Pisani 1 3 3 ;; 400 r i 1 Y • , 4 J +� Verified bolt type Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 5 of9 Document#:51 Issue Date:B Revision:03/31/2016 Revision Date:05/01/2023 eAMARACON ev. "Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project: All Points Technology- 41450 Main Inspector: Connie A Pisani Road - Peconic Page 6 of9 Client Project D ate 'I),pe Inspector All Points Technology 41450 Main Road - Peconic 2024-03-27 Structural Steel Connie A Pisani � t MP =. "Imam Fr MF 1 f fr/ i fl1 w Verified lock washer installed Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 6 of9 Document#:51 Issue Date:B Revisinn•03/31/2016 RevicionPate-05/01/2023 • - 1 - a Alk - A A Sm. Vq 4.40 O kv lift IL l e N Rev.O "Raising the Quality Standard" Client: All Points Technology Date: 03/27/2024 Project: All Points Technology- 41450 Main Inspector: Connie A Pisani Road - Peconic Page 8 of9 Client Project Date TI ,pe Inspector All Points Technology 41450 Main Road - Peconic 2024-03-27 Structural Steel Connie A Pisani 3;46PM Wed Mar 27 dl LTE�91%W Done E1 Rev 0 U NEW BOLT 1-%0x1 �4A325N tiF —NEW BOLT C3�3�r G� 1 %0 x 144 A325N F EXISTING POST -----EXISTING PLATE G DETAIL B rmnwirlo ni it Innttinn rlca in Detail of bolts Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 8 of Document#:51 Issue Date:B Revkinn•01/31/gin16 Revision Date:05/01/2023 ' •• "Raising the Quality Standard" ProjectClient:All Points Technology Date:03/27/2024 Project: All Points Technology- 41450 Main Inspector:Connie A Pisani Client 1 ate 1),pe Inspector All Points Technology1 Main Road • 1 1 Connie A Pisani lb PF Cell towers Amaracon Testing and Inspections, LLC accepts no liability for work executed by others after the date above. Page 9 of9 .. !• .CIF . .. �_ r � \ D• D. Revision: 1 1 • Revision D. 05/01/2023 A P T ENGINEERING June 17, 2024 Attention: Michael J. Verity, Chief Building Inspector Town of Southold Building Inspector's Office 54375 NY-25 Southold, NY 11971 RE: Verizon Cell Site"Peconic" 41450 Main Road Peconic, NY 11958 Section: 75; Block: 5; Lots: 14.1 Permit #: 50214 Dear Inspector Verity, I am a New York State licensed Professional Engineer, retained by Verizon (VZ) in connection with the captioned matter above. I have reviewed the completed VZ antenna and associated equipment installation at the existing wireless telecommunications facility. The completed installation is shown in the Record Drawings dated June 17, 2024 (Revision 0). It is my opinion that the completed installation substantially complies with the project plans and specifications dated October 22, 2019 (Revision 1) except as follows: • The existing lattice tower was reinforced per the Reinforcing Drawings, Rev 0, dated March 21, 2023 by APT Engineering as referenced in the passing SA, Rev 1, dated April 26, 2024 by APT Engineering. • Three additional antennas were installed for a total of twelve antennas. • Six existing antennas were replaced. • Six existing RRHs were replaced with different models and no additional RRHs were added. • The PCS EVDO cabinet remained in the shelter. • Eight coax cables remained on the tower. We trust the foregoing provides the information you have requested. Please do not hesitate to contact us should you have any questions or comments. OF NEW Sincerely, P��°�� M CH�ssF� APT Engineering r ; ( •� W m 'ar _ ur Scott . Chasse, P.E. N�o Principal '00FFF APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311•WATERFORD,CT 06385 PHONE 860-663-1697 ELD INSPECTION RR 1?0 T3' -DATE COMMENTS FOUNDATION (IST) ---------------------------------- FOUNDATION (2ND). C ROUGH FRAMING& _ r1 PLUMBING y " 1 INSULATION PER N. Y. H STATE ENERGY CODE WA•1 1 4� Z FINAL v N 0 ADDITIONAL COMMENTS Mon p rn a - �/v P -Ac� G a Q �1 nni � ,- 0 H �d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � �� Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined i ,20 Single&Separate s Truss Identification Form Storm-Water Assessment Form Contact: Approved Mail to:Amato Law Croup. PLLC 666 OldCountry a . ui�01 Disapproved a/c Garden City. NY 11530 Phone: 516-227-6363 Expiration ,20 Building InApector DEC 2 0 2019 ' APPLICATION FOR BUILDING PERMIT Date December 20 2019 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New YoA SMSA Limited Partnership B : A666 (Signature of a licant or name,if a corporation) Amato Law croup, PLLC Old Country Road, Suite 901 Garden City, NY 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder lessee Name of owner of premises Town of Southold (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 41450 Main Road Peconic House Number Street Hamlet 075 5 14.1 County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Town of Southold Police Department and public utility wireless communication facility b. Intended use and occupancy No change 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work modification to existing public utility wireless commd5r Rp gc y 4. Estimated Cost $20,000 Fee lL (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Police Department 7. Dimensions of existing structures, if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front no change Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front 203 Rear Depth Variable (approx. 12.18 acres) 10. Date of Purchase 7/11/1968 Name of Former Owner William M. Beebe & Robert D'Ano Boyd 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X Town of Southold 53095 Route 25 (631)765-1800 14.Names of Owner of premises Address Southold,NY 11971 Phone No. Name of Architect APT Engineering Address Kiuingworth CT 06919 Phone No (860)663-1697 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO N/A * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO N/A * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) New York SMSA Limited Partnership John Walden, on behalf of d/b/a Verizon Wireless being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Engineer IV, Equipment (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the applicationil�ed therewith. \\\\�\\\lu I n///// Sworn to before me this \��.�`�P`'N,o Tq Oc�c'%, New York SMSA Limited Partnership 25+*'n day of C)C.Q be.r 0 �•� Rr . t, ;d/b/a Veri n Wireless .N t�o E 79N87.. $y: Nota Pub c %N�•, /2�2ZTY nature o pplicant '�.,yj •.aU �- N �. John WAgn ,�� a�ic,.•oq.\`�. Ti : Engineer IV, Equipment i��OF+Ni \N\�l\\\�� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��rjF SUUT P.O. Box 1179 54375 State Route 25 O y�l Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) O P Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov �y00UNT`1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD �I FEB MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: February 14, 2020 Re: Planning Department Report Verizon Wireless at Southold Town Animal Shelter 165 Peconic Lane;Peconic SCTM#1000-75.-5-14A1 The Planning Department has conducted a review of the proposed modification pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with`the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated December 16, 2019; 2. The Building Permit must state the following: a. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. HEw Workers' vfOrARTKE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name and address of Insured(use street address only) 1b.Business Telephone Number of Insured MILICIA ELECTRIC CORP. 1c. NYS Unemployment Insurance Employer 87 EADS ST Registration Number of Insured WEST BABYLON NY 11704-1115 1d. Federal Employer Identification Number of Insured or Worts Location of Insured(Only required if coverage is specifically Social Security Number limited fo certain locations in New York State,i.e. a Wrap-Up Policy) 80-0003633 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Property and Casualty Insurance Company of Town of Southold Hartford 53095 Route 25 34690 PO BOX 1179 3b.Policy Number of Entity Listed in Box"1a": SOUTHOLD NY 11971-0959 12 WEC KZ6547 3c.Policy effective period: 06/01/2019 to 06/01/2020 3d.The Proprietor,Partners or Executive Officers are ❑ Included. (Only check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers'compensation under the New York State Workers'Compensation Law, (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF,a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may beIsent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Worker's Compensation contract of insurance only while the underlying policy is in effect. , Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory .coverage requirements.of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed4gent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Danielle Clausen (print name of authorized representative or licensed agent of insurance carrier) Approved by: t�Llio i.�', _Z) 11/26/2019 (Signature) (Date) Title: Operations Manager Telephone Number of authorized representative or licensed agent of insurance carrier: (866)467-8730 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(947) Fort WC 88 3121 F Printed in U.S.A. www.wcb-,ny.gov Page 1 of 2 .4�v CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/26/2019 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 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 AnthonyDiGennaro DiGennaro&Associates,Inc. PHONE JAIC No_ 631 582-9696 FAX 631 761-6013 999-32 Montauk Hwy Suite#421 E-MAIL ADDRESS. digennarol(cDaol.com.com Shirley NY 11967 INSURERS AFFORDING COVERAGE NAIL# INSURER A: Hartford Ins Co 41513 INSURED INSURER B:Hartford ins Co of The Midwest 23809 INSURER C:AIG Property Casualty Co 19402 Milicia Electric Corp. INSURER D:The Travelers Indemit Co 19445 87 Eads St. INSURER E: Progressive Ins Co 24260 West Babylon,NY 11704 1 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 DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE [;]OCCUR DAMAGE TO RENTED $1 O0,000 X Contractual Liability12SBAAD1391 06/01/19 06/01/20 MED EXP(Any oneperson) $10,000 X Primary&Non Cont-ributory PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 POLICY 1-1 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 E X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS I AUTOS 02551910-0 06/26/19 06/26/20 BODILY INJURY(Per accident) $ HIRED AUTOS AON-OWNED PROPERTY DAMAGE $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE 5 000,000 A X EXCESS LIAR CLAIMS-MADE 12SBAAD1391 08/17/19 08/17/20 AGGREGATE $5,000,000 DED I X I RETENTION$10,000 Follows Form $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE 12WECKZ6547 06101/19 06/01/20 E.L.EACH ACCIDENT S1.000.000 B OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 1,000,000 If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB 1.000,000 D Excess Liability ZUP-51N20885-19-NF 09/13/2019 09/13/2020 5,000,000 Occurrence C Pollution Liability CPO 28802609 07/19/2019 07/19/2020 1,000,000 Occurrence DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is named as a additional insured with respect to work done by the insured on their General Liability Policy J .. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Po Box 1179 SOuthhold;NY 11971 AUTHORIZED REPRESENTATIVE <CNV> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD <NC)W workers' CERTIFICATE OF INSURANCE COVERAGEArtt Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal jName&Address of insured(use street address only) ib.Business Telephone Number of Insured MILICIA ELECTRIC CORP. 631 694 0751 87 EADS STREET WEST BABYLON,NY 11704 1c.Federal Employer Identification Number of Insured Work Location of Insured OrdY re Ldmd if covera or Social Security Number 4 ge is speriricalfy limited to certain 1waflons in Now York State,i.e.,Wrap-up poycy) Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 r 3b.Policy Number of Entity Listed in Box"1 a" Po Box 1179 DBL432238 Southold NY 11971 3c.Policy effective period 01/01/2019 to 12/31/2020 4, Policy provides the following benefits: E A:Both disability and paid family leave benefits. S.Disability benefits only. C:Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.,Only the following class or Gasses of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/26/2019 By AW,ot (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Titie Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board. According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to wr#e NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents otthose insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D8.120.1 (10-17) II�IIPDiiiiii1�2�0ri1ii�ii(i1�0idi17)ii�lq 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 December 20,2019' VIA HAND DELIVERY Town of Southold Building Department `' DEC 2 0 2019 Town Hall Annex Building 54375 Route 25 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 41450 Main Road,Peconic,New York, with Suffolk County Tax Map designation District 1000/Section 75 /Block 5 /Lot 14.1 (the"Property") Verizon Wireless Ref.: Peconic(850)/Our File No..100-2186 Dear Sir/Madam: In connection with the above-referenced Application to the Town for the maintenance and upgrade of its existing Communication Facility at the Property, enclosed please find the following: 1. One(1)original Application for Building Permit, completed and executed; 2. One (1) original Owner's Consent Affidavit (we respectfully request that an authorized signatory of the Town, as Property owner,execute same); 3. One (1) original Authorization and Consent Affidavit (we respectfully request that an authorized signatory of the Town, as Property owner,execute same); 4. Certificates of Worker's Compensation,Liability, and Disability Insurance; 5. Structural Analysis Report, prepared by All-Points Technology Corporation, dated December 16, 2019; 6. Four(4)surveys of the Property; 7. Four(4) sets of construction drawings,prepared, signed, and sealed by APT Engineering, with a last revision date of October 22,2019(the"Construction Drawings");and 8. Check payable to the "Town of Southold" in the amount of$ , representing the Application filing fee. As depicted on the Construction Drawings, Verizon Wireless is proposing to replace three (3) of its six(6)existing RRH units with three(3)new RRH units and install three(3)additional new RRH units on the existing lattice tower,together with modifications to the equipment and cabinets within the existing equipment shelter. Please note that the Construction Drawings do not provide for any modifications to the existing antennas, nor do they provide for additional antennas. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 WtG Please note that the Spectrum Act and the Federal Communications Commission Order' mandate an abbreviated,streamlined municipal application process for wireless communication facility applications which qualify as "eligible facilities requests," including a 60-day application review and approval timeframe. Verizon Wireless respectfully submits that this Application for the proposed maintenance and upgrade of the existing Communication Facility qualifies as an"eligible facilities request,"which the Town "may not deny,and shall approve"within the required timeframe. Should you have any questions or concerns, please do not hesitate to contact me. Thank you for your attention to this Application. Sincerely, atthew gelbaum Encls. cc: Verizon Wireless(via e-mail,without enclos res) 'See 47 U.&C. §1455 and FCC Report and Order No. 14-153,respectively. Dwyer, Tracey From: Craig Zonin <czonin@amatofirm.com> Sent: Monday,August 23, 2021 12:00 PM To: Dwyer,Tracey Subject: BP#44707 -Verizon Wireless Peconic site Good afternoon Tracey—Thank you for speaking with me this morning regarding Verizon Wireless'site at 165 Peconic Lane. Kindly provide Verizon Wireless with a six (6) month extension of Building Permit#44707. Thank you. Craig Zonin,Esq. °A 666 Old Country Road,Suite 901 Garden City, New York 11530 Tel: 516-227-6363 Fax:516-227-6367 E-Mail: czonin@amatofirm.com CONFIDENTIALITY NOTE: THIS E-MAIL MESSAGE AND ALLATTACHMENTS TRANSMITTED HEREWITH ARE ATTORNEY/CLIENT PRIVILEGED,TRADE SECRET AND/OR CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE VIEWING AND USE OF ADDRESSEE.IF THE READER OF THIS MESSAGE IS NOTTHE INTENDED RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY REVIEW,USE, COMMUNICATION,DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS PROHIBITED.IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR,PLEASE NOTIFY THE SENDER IMMEDIATELY BY TELEPHONE OR ELECTRONIC MAIL,AND DELETE THIS MESSAGE AND ALL COPIES AND BACKUPS THEREOF.THANK YOU FOR YOUR COOPERATION. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i - AMATO 666 OLD COUNTRY ROAD, JT"FLOOR GARDEN CITY,NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 January 10, 2022 VIA FEDERAL EXPRESS Town of Southold Building Department JAN 14 2022 �6 Town Hall Annex Building BUILDING DEFT 54375 Route 25 TOWN OF SOUTF{OLD Southold,NY 11971 Attn.: Susan Pontino Re: Application for Renewal of Building Permit No.44707(the"Building Permit") to the Town of Southold (the "Town") in connection with the maintenance and upgrade of the existing public utility communication facility (the "Communication Facility") located at 41450 Main Road, Peconic, New York, with Suffolk County Tax Map designation District 1000/Section 75/Block 5/Lot 14.1 (the"Property") Verizon Wireless Ref.: Peconic (850)/Our File No. 100-2186 Dear Ms. Pontino: Verizon Wireless respectfully requests that the Town renew ("Renewal") the Building Permit for the equipment upgrade at its existing Communication Facility located at the Property. Enclosed herein please find a check made payable to the Town, in the amount of$275.00, representing the fee for the Renewal.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 for your attention to this matter. ly yours, C ggZ in Enclosures cc: Verizon Wireless (via email,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 1 METUCHEN,NJ 08840 1 732.317.1511 AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY,NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 July 10, 2023 V ID VIA FEDERAL EXPRESS Town of Southold Building Department JUL 12 2023 Town Hall Annex Building 54375 Route 25 BUILDING DEPr. Southold,NY 11971 Attn.: Susan Pontino Re: Application for Renewal of Building Permit No. " ermit") to the Town of Southold (the "Town") in connection with the replacement of the ion Facility") located at 41450 Main Road, Peconic, New York, with Suffolk County Tax Map designation District 1000/Section 75/Block 5/Lot 14.1 (the"Property") Verizon Wireless Ref• Peconic (Gen)/Our File No 100-2186 Dear Ms. Pontino: Verizon Wireless respectfully requests that the Town renew ("Renewal") the Building Permit, which expires on 7.27.23, for the generator replacement 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. tyours, in matofirm.com Enclosures cc: Verizon Wireless (via email,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 1 METUCHEN,NJ 08840 1 732.317.1511 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 112, 200 1 2 2024 VIA HAND DELIVERY �'�r3 ,DP,Ia DF—lf ° Town of Southold Building Department �� ,� ;";'D&T'!i Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn.: Susan Pontino Re: Application for Renewal of Building Permit No.47345(the"Building Permit") to the Town of Southold (the "Town") in connection with the maintenance and upgrade of the existing public utility communication facility(the "Communication Facility") located at 41450 Main Road, Peconic,New York, with Suffolk County Tax Map designation District 1000/Section 75/Block 5/Lot 14.1 (the"Property") Verizon Wireless Ref.: Peconic (850)/Our File No. 100-2186 Dear Ms. Pontino: Verizon Wireless respectfully requests that the Town renew ("Renewal") the Building Permit, which expires on 1.14.24, 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$275.00, representing the fee for the Renewal.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. V y t y yours, CraigAamatofirm.com in czoni Enclosures cc: Verizon Wireless (via email, without enclosures) Soz�y 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 SMVEY OT nOMRT'Y ' s0.,uq�totv �owTfo�aou��o� a�t0'"`uA 539•yb SZITFOLk.c.0v9 T.X MEW YOTw " tawe�fsoucNo' two .. .. almr�i0 o Z`10',2 AREA 0534,371 SO F1.4.1 JOE . ux N4'6 4 : •. .. f� :12.27 ACRES '�i i�Us•SWM 'so4Gf1• cwl!%1n •tN• • �. •y,; • rnxaisst l."V14wr awtvc - 00, - maun .. ... ....... l � M� �f0llNdtY • I f. t e � hl IEYLVS60 r'J CD ws J ��• .. �'. ..;�, _ �� ,,� •NS3�a6'00'E• 156.09'� '• .�`:..,,. . :rsT r i � t.. iriora t iauui:vJ - ii rftsarna - . Tla ��'� r f .� �r1ar.Jud .� f. uai,iwlstitiimattia . .em+!+••� .tb . .,i :"•mot: wi; �,;,,,� , � ur � rtuca If" e _. vlaruwe _ �:� °• —mot - - .- — ':�`.'1 .. CJAO�ktf'. 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I ,r�a•r.' •.•p11f14f.fORY'1F'! a'l, •x �� x �w:r' itn .. • mMt>;fOlulp?:Y' 1 . a'�ldFtt•UN� y. _ j t..ii �,v_: �% ' 'ypAlNWi• ` Y.� =01aaCiatx�tf�.' - r �... .. ra hf 61 �' I 1 _ • . 548-39'50'. ar+ ROAD .. . ¢.�r9�` r tw••000tao. rrw.ow nr�i��" � - .' . �'y�'r�T, ' m�aasar.a.�rr.�iar,rrc,run .. •. .. .. .. .. .. . ti•.� r "l�r� .. woa umraruora.m+o.�._'•ior . ��,~� ti��; r Nt,.POOta{AYO,ln,41 bOtD•rya,r. ,��„yp»I?c .. �,* .•.,.,.,y aMQ YJaO,rf JOHN'GAl L 'CHER..... erraaoeemuu»raa,.rs�ia -. ... .. ... . � LAND:SURVEYOR:: .. ve,asaowpaw�mnc.NamLn.r":lo`a"eue. - - 69 /ARE. . t,i,W,i4d'•.r r i"RE.��.fill ". .. .. .. i)i LVI\G .. .. 'a itacrs►c t�atlr ce wtanw"m F NCE DRIVE �MANORVILLE;N.Y.11849 �avo,ro,.oar�rct�u`I aumn:tme.uen SURVEYED: 2003 (631�BTd.:0400 ato.rnoa,+ma.ar,m.mrnn,o _..: . .. ` Y Town of Southold. CHYScape C O N S U L T A N T S , -I N C . Telecommunications Site Review 2423 S.Orange Avenue,#317 Equipment Upgrade Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 February 1,2020 Mr.Brian Cummings,.Planner. Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site.—"Peconic" Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"); in1ts capacity as telecommunications consultant for.the Town, has considered the merits of-the above referenced application submitted by Verizon Wireless ("the Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is. located at 41450 Main Road, Peconic, New York; although'in previous review reports, the address has been described as 165 Peconic Lane,see Figure 1. Support Structure&Equipment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) antennas (3 per .sector) at the one hundred (100) foot level, all of which will remain, and no antennas will be added. It is proposed to replace three of the existing six(3 of 6) RRHs and install three (3) additional RRHs, leaving nine (9) total RRHs on the tower after the changes are made. Also, the construction drawings indicate that three (3) unused 7/8" coax cables will; be removed from the tower; leaving six (6)-remaining. No changes will be-made at-ground level outside .the existing enclosed Verizon shelter. Structural Anal The Applicant has submitted a structural analysis report by All-Points Technology, dated December 16, 2019, based on ANSI/EIA/TIA-222-G standard for Suffolk County, New York, Structure Class,II,.Exposure Category C. This analysis indicates that the tower will be loaded to 90% (out of an allowable 105%), but the base foundation could not.be conclusively.evaluated due to-information on its design and construction not being available to All-Points Technology, see Figure 3..However, a structural analysis on this tower using the same standard was fairly recently Town of Southold—SCTM#1000-75-5-14.1 ChyScape. Verizon Wireless Site—"Peconic" Page C 0 N S .0 L T A N T S I N C. performed by GPD Group for AT&T's equipment changes (report dated September 26, 2018). That analysis indicated that the foundation loading at that time, with AT&T's changes, was 80.5% (out of an allowable 11.0%). Since three coaxes will .be removed and the net increase in tower equipment proposed by the Applicant is only three RRHs, the foundation loading should not be an issue. Under Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012 ("the Act"), any personal wireless facility modification or .upgrade is eligible for administrative processing if the request meets six criteria, most notably(1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does.not increase the structure width by 20 feet and (3) it does not require any.excavation outside the existing ground compound or leased area. Section 6409(a).further states that if an.application meets the criteria; the application shall be approved and. may not denied. Cityscape has determined this application complies with the Act and recommends approval, with.the following condition: The.facility shall remain secured and protected from unauthorized personnel. I certify that,-to the best of my- knowledge, all the information included herein is accurate at the time of this report.. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted;. B. Benjamin Evans RF Engineer CityScape Consultants, Inc. Town",of Southold-SCTM#1000-75-5-14.1 CHyScape Verizon Wireless Site-"Peconic." Page CON S U L T A N T S , I N C. ° 0 • DeLormo Street Atlas USA®2009 ERD +r��- 09�n'� - - � ��///yyyyyy� p't'O'• � 26 - 25 conk >94 s_ -�q4 -4 ysNN AD - a f -- .' 27 1i � , N .EMEASON RD,/- 25 . . ~•y' - .. -. - - t � u �"rWORD W _-r_i;"tPp." " ry:Fast Qrtphogue 1e �Q9%v.' • - � �� ,�� /tit .. �Op,. v,$,, a • �m Po, �0•_'�y �+t' � yr• - :'��`� �� -� ,'' -! Datapse subject to license. {��YI� R ' O DeLorme.DeLorrne Street Atlas USA®2009. 0 600 1200 1600 2400 3000 3600 www.delorme.com MN(13.6.W) Data Zoom 13.2 Figure 1 =Site Location Map Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" CHyScape Page CON SULTANTS , IN C. ® � r ' Existing Verzon Antennas and New &Existing Equip. I f.\ 1 00'AGL �J Sol, Figure 2—Elevation Support Structure Sketch Town of Southold—SCTM#1000-75-5-14.1 Verizon Wireless Site—"Peconic" CHyScape Page CON S U LT A N T S , I N C. Yerizon.Wireless December 16,2019 130'$elf-Supporting Tower,Pecoptic,NY Page 3 YerizonSite:Peconic APTJob#NY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 miles per hour with no ice and 50-mph with%".radial ice in accordance with the TIA-222-G standard for Suffolk County,New York.The following additional design criteria were used: Structure Class: II Topographic Category: 1 Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Les Bracing 110'-130, 15% 26% 90'410' 31% 55% 70'-90' 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% 10'-30' 43% ° 0'.10' 46% 90% Bracing,Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or-construction was not available to APT. If the foundation reinforcement specified.in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the.proposed changes. Figure 3 — Structural Analysis-Summary i verizon,v ■ ( 4 CENTEROCK ROAD P �� D `11T WEST NYACK,NY 10994 verizon DATE: APT FEE:� 2 V ,"y--— p � ( ENGINEERING I`, 1 B! IL',,}i {� I_r"�'.I:1 I'JrI ENT flT 3 SADDLEBROOK DRIVE PHONE:(860}6 16 V /�p n l qq (�(��jj KILLINGNARTH,CT 06419 FAX(W0)6630935 765-1802 5 AM 10 4 Pl,A OR THE I WNNALLPOINTSTECH.COM WEST NYACK, NEW YORK FOLLOW IINSPECTIONS:1. FOUNG.�IION - TWO 1=kcOU1RED FOR POURED CONCRETE WIRELESS COMMUNICATIONS FACILITY {� L,� CONSTRUCTION DOCUMENTS 2. ROUGH - FRAMING U PLUnAEING NO DATE REVISION l P�1 �1 1�_ 0 10N8119 FOR REVIEW:SPM g, INSULA1IGNI 1 10=19 FORFILING:SPM 4. FINAL - C0"N"STRUCTION MUST 3 P E C O N I C BE CO��PLETE "CR G.C. 4 ALL CONSTRUCTION SHALL A/IEET THE 6 REQUIREMENTS OFT HE CODES OF NL 41450 MAIN ROAD Y05K STATE. NOT RESPONSIBLE M78IGN OR CONSTRUCTION ERRO' PECONIC, NY 11958 DRAWING INDEX SITE INFORMATION CC;tv9PL`( WITH ALL CODES O VZ SITE NAME: °PECONIC° NEW YORK STATE & TOWN COD A'QO�rESSiONP�-�� T-1 TITLE SHEET&INDEX VZ LOCATION CODE: 145466 VZ PROJECT CODE: 201 91 9801 79 AS REQUIRED AND CONDITIONS DESIGN PROFESSIONALS OF RECORD PROJECT LOCATION: 41450 MAIN ROAD I IT��y-��J�y��} PROF:SCOTTM.CHASSE P.E. A-1 PLANS ELEVATION PECONIC,NY 11958 IIOV= COMP:APT ENGINEERING 3 SADDLEBROOK DRIVE A-2 EQUIPMENT PLAN&DETAILS CITE TYPEIDESCRIPTION: REPLACE(3)OF(6)EXIST.RRHs AND ADD(3)' SOUTHOLD TOWN R.ANNING B : KILLINGWORTH,c7 osa19 RRHs AT ANTENNA SECTORS.REPLACE POWER OWNER: TOWN OF SOUTHOLD CABINET&BATTERIES AND REMOVE UNUSED ADDRESS:53095 ROUTE 25 A-3 NOTES&SPECIFICATIONS EQUIPMENT WITHIN EXIST.EQUIPMENT SHELTER. SOUTHOLD,NY 11971 PROPERTY OWNER: TOWN OF SOUTHOLD NOTE: IT A VIOLATION OF NEW YORK STATE 53095 ROUTE 25 EDUCATION LAW ARTICLE 145,SECTION SOUTHOLD,NY 11971 7209(2)FOR ANY PERSON,UNLESS F A LEASING CONTACT: ASHLEY LESKANIC OCCUPANCY ACTINGUNDERTSSHE DIRECTION EE .,. ; ;+ttl.;s•:,6 Vt:'ftysP<j _ 1� LICENSED PROFESSIONAL ENGINEER OR 845 587-0618 f LAND SURVEYOR,TO ALTER AN REM IN ( ) ry ANY WAY.IF AN ITEM BEARING THE SEAL CONSTRUCTION CONTACT: PETE MCCARTHYUNLAWFUL P� ppp� OF AN ENGINEER OR LAND SURVEYOR IS U SE IS �tl ALTERED,THE ALTERING ENGINEER OR (631)649-2730 LAND SURVEYOR SHALL AFFIX TO THE ti �q,o g°� II REM HIS SEAL AND THE NOTATION HE ENGINEER CONTACT: SEAN P.MCDONOUGH �� H L 9 B� CErl T��I �NATUREARED AND DATE BY SUCH @iAq'N>eJtl jjj��A SIGNATURE AND THE DATE OF SUCH (860)663-1697 x205 a ALTERATION,AND A SPECIFIC f - DESCRIPTION OF THE ALTERATION. SITE %se c rt i's,,.=;,'_ LATITUDE: 41°02'28.64°N O� OCCUPANCY VERIZON AT LONGITUDE: 72°27'30.70"W "PECONIC" ELEVATION: 18'�AMSL DISTRICT: 1000 SITE 41450 MAIN ROAD SECTION: 075 ADDRESS:PECONIC,NY 11958 S E€1o3 1 .- BLOCK: 5 APT FILING NUMBER: NY1418502150 LOTs: 14.1 ZONING: °R-80° PROJECTCODE: 201919 8 01 7 9 LOCATION CODE:145M Ps�xskl f9rfn ,.., VZ CM: PKM DRAWN BY: THK 'mt? - DATE: 10H8119 CHECKED BY:SPM '"'3::.•";.Pirr:,.'tri .wit•':`'' ^ SHEET TITLE: y "_r TITLE SHEET&INDEX SHEET NUMBER: VICINITY MAP T-1 SCALE:V=500' s APPROX.PROPERTY ■ �- T!MST.WHIP ANTENNAS h LINE(TYP.) ( @ 148'-10'r AGLI�Om _ 1 4 CENTEROCK ROAD COMPOUND PLAN 1 WEST NYACK,NY 10994 E L A-1 EXIST.WHIP ANTENNAS(ttP.) T/EXIST.LATTICE TOWER 2 1 L. 131'-6•±AGL 1 ., T ; r:: 4 EXIST.AT&TA NAS NTEN APT EXIST.AT&T ANTENNAS(TYP.) .v.[..5...., AGL ENGINEERING 3 SADDLEBROOK DRNE PHONE:(Bfi0)£63A89 _ 'a STRUCTURAL NOTE: ' ! PLEASE REFER TO STRUCTURAL gLLING1hOR1M CT 06419 FAX(es0)6s3os36 -. VWWV.ALLPOI STECH.COM i ANALYSIS COMPLETED BY OTHERS. C � AVAILABLE UNDER SEPARATE COVER. i/ �7 \ f 1 ❑ �'(�• 4EXISi.T-MOBILE ANTENNAS EXIST.T-MOBILE ANTENNAS(TYP.) s '!"a"' . � -— @ 715'-0°±AGL 1 ❑ 1 EXIST.BUILDING(TYP.) EXIST.POLICE WHIP ANTENNAS(TYP.) I #„�,+, CONSTRUCTION DOCUMENTS NO DATE REVISION 0118119 /22/19 FOR FlUNGW M SPM 10 ..._.......... L---� ._......... L _ z (9)EXIST.EDVERIZONANTE LATTICE TOWER € ' E 4.EXIST.VERIZON PANEL 2 _..._ ............'i.' MAIN ROAD MOUNTED ANTENNAS(120°,240°, "" `i- iq,.3°:°'I ANTENNAS&NEW EQUIP. 3 15°),(3)MDBs,(3)6x12 HYBRID/ T \ { �`'s�.f r �r LOCATION MAP QABLES,(6)COAXCABLES&(1)GPS a.z I { i @100' °+AGL 4 UNIT W/LINE TO REMAIN.REPLACE 1..� 5 SCALE:1"=200'-0" (3)OF(6)RRHs.ADD(3)RRHsg / F—X x x—x X X X X x x�X X €*\^.• y/ IN Y= X I , �-A M. cti 1_ '1 15° X M EXIST. ANTEVERIZON LATTICE TOWER EXIST.AT&T EQUIPMENT I i I ! � 1� Ct� qs SHELTER I I E ^ J MOUNTED ANTENNAS(120°,240°, I j GU s I 3I '�+',. 1 15J,(3)MDBs,(3)6x12 HYBRID I i F AX CABLES& EXIST.EQUIPMENT SHELTER / •? x X az UNBffLW/LINE TOO REMAIN. EPILACE I� € 240° �: z z•,• (3)OF(5)RRHs.ADD(3)RRHs f •'w � k x 1...�.........1........... ......................... ............... .. p� §'..�......' EXIST.T-MOBILE EQUIPMENT PAD / i, 11 r cc EXIST.CHAIN LINK yX / "?__.:.Z, a EXIST.131'-61±LATTICE TOWER - 'FENCE(TYP.) .• .`...}._v_ X E # /'\ I 07 EXIST.TELCO CABINET EXIST.131'-6'±LATTICE TOWER 1/� � a= .-I.....I RECO PRO SE P.E. 120° �� /. ( COMP:APT ENGINEERING tc / # ADD: 3 SADDLEBROOK DRIVE CONDUITS. CABLE CONDUITSS. EXIST.PROPANE TANK x EXIST. N .REMOVE(3)OF UNDERGROUND `� KILLINGWORTH,CT 06419 (9)EXIST.COAX CABLES.(3)6x12 \', '`I OWNER: TOWN OF SOUTHOLD ` HYBRID CABLES TO REMAIN. ' I E .........' x x i 1 ADDRESS:53095 ROUTE 25 EXIST.GENERATOR E i" I.......-�� \. X ,.' SOUTHOLD,NY 11971 EXIST.CONCRETE EQUIPMENT PAD IXX x�XX xXx NOTE: x ` �\ �/ ' IT IS A VIOLATION OF NEW YORK STATE M EDUCATION LAW ARTICLE 145,SECTION i EXIST.VERIZON PULL BOX(IYP.) r----------.........I- E 7209(2)FOR ANY PERSON,UNLESS EXIST.EQUIPMENT ROOM EXIST.VERIZON(218±SF) i // �1 - ACTING UNDERTHE DIRECTION OF x EQUIPMENT ROOM REPLACE 3 ; // \! LICENSED PROFESSIONAL ENGINEER OR ;...._.___.__..............._. ....................................................,..L...........x_.. POWER CABINET&BATTERIES. LAND SURVEYOR,TO ALTER AN REM IN EXIST.VERZON(218±SF) REMOVE UNUSED EQUIPMENT. ,(�'' '` ? ANY WAY.IF AN ITEM BEARING THE SEAL \,�,� �+ i OF AN ENGINEER OR LAND SURVEYOR IS I II II Ii 3 EQUIPMENT ROOM.REPLACE ALTERED,THE ALTERING ENGINEER OR SF) I VERIZON(BSM W/ X iI II II I a-, POWER CABINET&BATTERIES. { i/�� I.....i LAND SURVEYOR SHALL AFFIX TO THE GENERATOR ROOM W/ I REMOVE UNUSED EQUIPMENT. EXIST.PROPANE TANK "`I REM HIS SEAL AND THE NOTATION _ DIESEL GENERATOR. I II II I;...... II II II I' , I "ALTERED BY"FOLLOWED BY THE { X L.___JL r JL_________JE f EXIST.AT&T EQUIPMENT SHELTER SIGNATURE AND THE DATE OF SUCH X I' ' -1�: 1`""/ .I. EXIST.COMPOUND ACCESS GATE(iYPJ # �', �.I ALTERATION,AND A SPECIFIC { E DESCRIPTION OF THE ALTERATION. EXIST.CHAIN LINK FENCE(NP.) _ VERIZON AT xxx-x-xxx 3 �I "PECONIC" iSITE 41450 MAIN AD FI Jv COMPOUND PLAN vo ° vo 0o zoo ...., ADDRESS:PECONIC,NYo 958 / 10' APT LING NUMBER: NY741B502150 SCALE:7 INCH=7D0•- EXIST.FLOOR MOUNTED CABLE ENTRY PORT.(3)EXIST. ;I E , PROJECT CODE: 201919801 HYBRIDS,(6)EXIST.COAX CABLES&3)GPS LINES TO _ _ REMAIN.REMOVE(3)UNUSED COAX CABLESi .I S LOCATION CODE:146466 EXIST.SHELTER MOUNTED GPS UNIT(TYP.2PL) E VZ CM: PKM DRAWN BY: THK �' ' () MST MOUNTED M GRADE @ DATE: 10HBN9 CHECKED BY:SPM BATT PWR .................. .... „. ._..A.- „,S.�mm W/TROUGH 18'±AMSL . _ _ ....: ...:, r 3 IX WALL DBs I U Q 1 2 v so ,vo A_1 SCALE:1 =10-0 10'SCALE:1 INCH=10'-0' 1 :......... 1€ w EXIST.EMPTY(11 1±SF) I i� i wTELCO>-SOS-- REPLACE POWER CABINET E i - .: ._ •i`B CK SHEET TITLE, O w EQUIPMENT ROOM MOD j MOD 3 MCPA i RACK':PACK„€ (7 (... 4.0 Ems'RACK; 4 0B SH ........................................ ............ MOVE .PCS EVDO CABINET _ �T€ PLANS&ELEVATION EXIST.VERIZON(85± _ ... .. (..Q.... ,EXIST.VERIZON(218+SF) ' SF)GENERATOR ROOM•'i '' EQUIPMENT ROOM DESK i 'M�3 I RE E RIES E {...................... _......... ..... :................................ .. : E NUM........ .............II...................................... ............................... .....; ...v............_.........._............._..._....__...... SHE T ER: 1 � \ EXIST.ACCESS DOOR(TYP.) s E UIPMENT ROOM PLAN '" A-1 / A-1 SCALE:Y4"=1'-0" X"SCALE:1 INCH=4'-0' verizonit 4 CENTEROCK ROAD WEST NYACK,NY 10994 EXISTING KICKER,TYP.OF(2)PER MOUNT f' 5° t�f J EXISTING KICKER,TYP.OF(2) EXIST.131'-6°±LATTICE TOWER ,; .. APT •� tt: E)CISTING ANTENNA ''gfit MOUNTING PIPE ENGINEERING EXIST.VERIZON ANTENNA TO t: ;ti FRONT SIDE PLAN FRONT SIDE PLAN REMAIN(TYP.) NEW RRH MOUNTED TO EXIST. - 3 SADOLEBROOK DRNE PHONE:(86D)E83-169 ANTENNA MOUNT,TYP.OF(2) :.^+. 4&5 `r °- KILUNGNARTH,CT 06/19 FAX(850Hfi 30935 NEW RRH A-2 WANYALLPOINTSTECH.COM EXIST.RRH TO REMAIN,TYP.OF PER SECTOR,TOTAL OF(6) A-2 (1)PER SECTOR,TOTAL OF(3) 'y'^•;: ........................................ iv N 12.1° N 12.1' EXISTING AMENNA MOUNTING /Q\ ? ,. / ,• ;, ...................................:::'" ASSEMBLY TO REMAIN N N 240° >r i AMENNA CONSTRUCTION DOCUMENTS '•• ! ,� p 100'-0'-_AGL NOKIA AIRSCALE DUAL 4T4R NOKIA AIRSCALE DUAL 4T4R "��000 �f~ ,,,��"'" ,.,,.,,,""•.AA.,,' BS/13 320W AHBCC(OR EQUAL) B2/66e 320W AHFIC(OR EQUAL) NO DATE REVISION EXIST.MOB TO REMAIN,TYP.OF EXIST.VERIZON PANEL ANTENNA WxDxH=12.1'x7.4°x22.0'(84±LB) WXDXH=12.1'x7.1°x22.0°(79±LB) 0 10I18119 FOR REVIEW:SPM J� (1)PER SECTOR,TOTAL OF(3) 1 10=19 FOR FILING:SPM ".% NOTES: / \ 1. DIMENSIONS SUBJECT TO CHANGE BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 3 is 2. MANUFACTURER'S RECOMMENDED RRH CLEARANCES:FRONT:36°;SIDES:12°;BOTTOM:24° 4 . SFP.ARE PROTOCOL SPECIFIC.THE CONNECTIONS BETWEEN RRHs AND BBU.ARE CPR[ CONNECTIONS,AND REQUIRE CPRI SFP(ON BOTH ENDS).THE CONNECTIONS BETWEEN EXIST.ANTENNA MOUNT,TYP. ;--- BBUs AND 7705 ARE ETHERNET AND REQUIRE ETHERNET SFP(ON BOTH ENDS.) (1)EXIST.VERIZON WIRELESS GPS 2 EQUIPMENT MOUNTING DETAIL UNITAT ALPHA SECTOR TO REMAIN A-2 SCALE:Y2"=V-0" 3 RRH EQUIPMENT / a I A-2 SCALE:Y2"=V-0" ir Q° E UIPMENT MOUNTING PLAN , —o/aso3 �C? A-2' SCALE:Yi'=T-0" `Q A9�FESS1O�� 1 Hgbdd(6x121-3 Antennas %0 FLAT WASHER(TYP) DESIGN PROFESSIONALS OF RECORD s/a fd U-BOLT(TIP) CHANNEL NUT WITH SPRING, - """ :mom COMP:APT ENGINEERING PROF:SCOTTIM.CHASSE P E U-BOLTS -B BE SIZE UNISTRUT PART#P1008 "+' �=- 1%,HORIZONTAL 3 ."s !" t i !, .jf...r ACCORDING TO ANTENNA s �° ADD: 3 SADDLEBROOK DRNE UNISTRUT,PART#P1000T /e O FLAT WASHER(TYP) `. I,Y\ ! `, MASTDIAMETER \ / ATTACHED TO ANTENNA 3e 1 { i .(, € KILLWGWORTH,CT 06419 PIPES CUT TO REQUIRED /g O BOLT(TYP) UTH ANTENNA MAST \ / ADDRESS:53095 ROUTE 25 OLL / LENGTH(TYP FOR 2) / 1%VERTICAL UNISTRUT,PART#P1000T i i, I €, 3i'e 0 NUT(TYP) \\ �( i•'. e` 1, E I SOUTHOLD,NY 11971 CUT TO REQUIRED LENGTH(TYP) ``vv,,// ��aa,�f'' [ 1%'HORIZONTAL UNISTRUT, \ 3 / / 3 /"�:;�,r/'�,i f'y i f 2s ! NOTE: !�x PART#P1000T ATTACHED TO \ \ NEW RRH A z \ A z NEW RRH L IT IS A VIOLATION OF NEW YORK STATE ANTENNA PIPES CUT TO \ / „ EDUCATION LAW ARTICLE 145,SECTION REQUIRED LENGTH(TYP FOR 2) \ S �- 7209(2)FOR ANY PERSON,UNLESS ANTENNA MAST(TYP.) - ACTING UNDER THE DIRECTION OFA EXIST.MOB \ .�' _i - LICENSED PROFESSIONAL ENGINEER OR SEPARATION AS Is� LAND SURVEYOR,TO ALTER AN ITEM IN REQUIRED TO SUPPORT ANYWAY.[FAN ITEM BEARING THE SEAL EXIST RRH �"" ''"! i REMOTE RADIO HEAD .j - OF AN ENGINEER OR LAND SURVEYOR IS _ _ UNITS(RRH.)AS PER ALTERED,THE ALTERING ENGINEER OR MANUFACTURER'S -: "" "- -�-- —� LAND SURVEYOR SHALL AFFIX TO THE ^i; Vul. SPECIFICATIONS ITEM HIS SEAL AND THE NOTATION (24°OVERHANG MAX.) ; 'ALTERED AND THE WED BY THE SIGNATURE SUCH it—'IT I ALTERATION,AND A SPECIFIC ANTENNA MAST @ DO NOT INSTALL CAPS ON - DESCRIPTION OF THE ALTERATION. U-O'O.C.MAX BOTTOM OF UNISTRUT(TYP) I Y { FRONT VIEW • ; f € T `y VERIZON AT ~ d "PECONIC' NOTES: ,. 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL#P2860-10) SITE 41450 MAIN ROAD - ADDRESS:PECONIC,NY 11958 2. ONLY 1%-UNISTRUTTO BE USED FOR RACK CONSTRUCTION. 3. EXTEND UNISTRUT AS NEEDED BASED ON LENGTH OF ANTENNA SECTOR.DO NOT CANTILEVER UNISTRUT APT FILING NUMBER: NY7 41 8 5 0 2150 FOR MORE THAN 24'BEYOND ANTENNA MAST. 4. MOUNTING RACK ONLY TO BE UTILIZED ON T TALL PARAPETS OR TALLER. "'"" PROJECT CODE: 20191980179 5. FOR HORIZONTAL SPANS GREATER THAN 5'-0°USE UNISTRUT PART#P1001T. LOCATION CODE:145486 6 ALL EQUIPMENT SHALL BE POSITIVELY ATTACHED TO THE EXISTING PLATFORM/MOUNT MEMBERS AS 0 INDICATED.UNDER NO CIRCUMSTANCES SHALL BEAM CLAMPS BE UTILIZED TO SECURE EQUIPMENT OR -- - -•- - -• -- - _.....- - •--- -- --.-.-- ._._..:..._._...._._._,........_....-,........__.:...-_._._: VZ CM PKM DRAWN BY' THK UNISTRUT TO THE STRUCTURE.HEAVY DUTY STAINLESS STEEL BEAM CLAMPS SHALL BE PERMITTED FOR CABLE ATTACHMENT ONLY.FIELD DRILLING OF EXISTING PLATFORM/MOUNT MEMBERS IS STRICTLY _ -� DATE: 10H8T19 CHECKED BY:SPM PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD(EOR). a MDB/ RRH EQUIPMENT MOUNT .croras,az c+nue SHEET TITLE: ANTENNA MODELS,DOWNTTiLTS&AZIMUTHS PER NOTES: `ZA1i ANTENNA SPECIFICATIONS (1) CON TRACTOR SHALL PROVIDE MECHANICAL DOWNTNLTBRACKETS. RFDS DATED 1129/18 EQUIPMENT PLAN (2) CONITRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING NEW CABLE(TYP. EACH SECTOR). SECTOR MODEL Q7Y M- E- ANTENNA CABLE CABLE AZIMUTH (3) VERIFY CABLE DIAMETER WITH VERIZON PRIOR TO ORDERING. & DETAILS D-TILT D-TILT STATUS STATUS LENGTH (4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON. Al:COMMSCOPE DBXNH-8585B-A2M 1 0° 5° EXIST. REMOVE(1)EXIST.COAX. (5) CONTRACTOR SHALL INSTALL WEATHERPROOF CAPS ON ALL UNUSED PORTS,SWEEP TEST ALPHA A2:COMMSCOPESBNHH-1065B 1 O° O° EXIST. REUSE(2)COAX&(1) 150'± 120° THE UNUSED PORTS/ANTENNAS,AND PROVIDE RESULTS IN SWEEPS PACKAGE. 5 ANTENNA CABLING DIAGRAM A3:COMMSCOPE S8NHH-1 D65B 1 0° O° EXIST. 6x12 HYBRID CABLE (6) CONTRACTOR TO VERIFY SIGNAGE REQUIREMENTS PER RF/EME REPORT PROVIDED BY OTHERS. SHEET NUMBER: Bt:COMMSCOPE OBXNH-85858-A2M .1 4° 5° EXIST. REMOVE(1)EXIST.COAX. p_2 I SCALE:N.T.S.BETA 82:COMMSCOPE SBNHH-1 D65B 1 4° 0° EXIST. REUSE(2)COAX&(1) 1501± 240' COLOR CODING B3:COMMSCOPE SBNHH-1 065B 1 4° 0° EXIST. 6x12 HYBRID CABLE w /� G1:COMMSCOPE DBXNH-8585E-A2M 1 6° 5° EXIST. REMOVE(1)EXIST.COAX. SECTOR: BASE COLOR: 850-LTE: 700-LTE: PCS-LTE: AWS-LTE: PCS 1X: 8501X: GPS: H�L GAMMA G2:COMMSCOPE SBNHH-1D65B 1 2° 0° EXIST. REUSE(2)COAX&(1) 150'± 15, SECTORI(ALPHA) WHITE_ PINK RED LIGHT BLUE YELLOW PURPLE GRAY BROWN G3:COMMSCOPE SBNHH-1 D65B 1 2° O° EXIST. 6x12 HYBRID CABLE SECTOR 2(BETA) BLUE PINK RED LIGHT BLUE YELLOW PURPLE GRAY BROWN GPS PCTEL GPS-TMG-HR-26N (3)EXIST.TO REMAIN REUSE(2)Y'&(1)7/e N/A SECTOR 3(GAMMA) GREEN PINK RED LIGHT BLUE YELLOW PURPLE GRAY BROWN DESIGN SABIS' SHP11 NOT BE MADE wTOUi NRITTEJ APPROVAL aFTHE OWNER aA ERN.- 'ALLOONCREIEE-SEDTOFREE➢NGVJEATHERSHALL •SJU NOTBEUUDIURE QiElE 5.A08 NOq pOVBED WRMNA .EQ_N%NERNGG MTOGETHFA TONDTHE IM Oq IMEPILA CONTAIN ENTRAINED AIi PER ACI211 TABLE4.21 OFACI3IB-OS SIIDINfLOfi 61RUCRURE FDNPMEMRNGGPOL'ND pfif4.BONJTHESINOLE-PINTORIEGR COVERNING CODES,DESQN STANDARDS ALLCOMRA 5TOTHEENGINMRSHOPPPROVAGS OF ALL EDIARAENT •METAL-WDIN LE(ML7 FADE RM NDRCD AIM.gWG T.R 20161EC W201]NYS UNIFORM CODE SUPPLEMENT/ABLE]-10 AND MAIBNWL6T0 THE ENGINEER WRAPPfIYJAL RRIOq TO P1.L gEWFORCWG STEELSALLBE ASTM ABl6,GR 80 --HNALW MSTAJATONSONLY. •PLACE GRWI-ID POD6ATTHE EOIIIPMEJTOiWND RP f3 COWlERS ��'�O� • TA-222-0 FABRICATONANpw$TALLATKN,PNOURNED. TFRCOEW LNTL CERORMED),WELDEDWNREFABflO SHALL CONFOgMTO ASTM •VrtfHNA DUCTWRHSMOOTHOROCAAUMTEp METAL DRONER GROUND ROD8. ENGMEERAPPROVALW\ARRA SFIETUPoVW.EACH CONTRACTOR A106VVELDEDSTEELWIRE FABRIC.SFLCESSHA BECIASS'B' ANDNOOUTERCCJ NGOVBRTHEMETALJALIET. •SBPAPATON SPACE BE`VN ANY 2 GROUND RODS SHALL BE NO SHALL MANTAw ON JOB BTEA COMF'LI:TESET OF SHOP REINFORCING pNDALL HOOKS SHALL BE ACI STANDARD UNO REINFORCING INFINSHEDEPALTS,AU-00MUITS SHALL BEOCNCE,,UED EPfro CIDIiFATHAN THBP DEPTH.TR6 APPLP6ro PLLRCOSIN THE WRNANY DEVWTONefPOM THE DRI.-DESIGN SHALLBLSVISH BARS SHALL BE COLD SENT WHERE REQUIRED AND TIED(NOT MAKEAFINAL CdNNECTCN TD ECMFMENT NDTMOUNTFDWOR dYSPLETESYSIEYI AU.MATERALSAFDEQUIFMENNTSHALL9E-,NTHOIT BI.EaNISH OA �w) AGPwbT FIMSI MATERIAL. •OLVEVERTCPLLY INUNd$iURBW COIL NIfNTETOP AT SAME OEINSTAU.-RABIEAANCN. EfEDFOq THEINSTALLATW AND SHALL ALLFEEOERANDBRAN..C..8 a4ALLINVEASEPAAATE DEPIHAS THEW-GRWNDCONQIOfOq FNCTPoSSBLETO 4CENTEROCK ROAD SEWS ENDAT NS OROPNCE4MHMAN AU- THEFOLLOWMG INFORC CONCRETE COVER SHALL BE PFOPBPLY S2 ADNgFMBDGROUNONGCON- RPER INSTA-IRTICALLV,PIACEASCWSEMVFATiCALASPoSSIBLE RWOMMENDATCNS OR SPECFlCAl10NS.ALL IIB.IS OF EQUIPMENT aA pgpVCED FOR REINFORCING bTEEl: pFPLICABLE COOES,TIAT BOLDS ALL ENCWSURES,80%ES.ETC. AND N A DRECTON AWAY FROM THE NEAREST ABODE OUND WEST NYACK,NY 10994 MATEPoAITHATAREOFONEIIiEN CTYPESHALLBEON= •CONCREIECASf AGAWSTEARH-3W. CCNOUCTNE ELENBNTR E MANUFACTURER THPow HCUT. CONDUIT SHALL NOT BE USED AS A GROUNDND OR BONDNG OWER.OUIPMJSNT,EIQJ� ALL MATEUALS,E-1NT,TOOLS AND TBAS UNDER THE •CONCRETE EDFOSEDTOEARTHORWEATHER CWDICTOI RADNLB(TVP.NEW®ICA'-W COMVUNCATION SITES) CONTHgCTORS PESPONSIBOJTY IXJ THE JOBBfTE&TALL BE ^ ffi AND IARGER•2IN IF-INGB-00 SERVICE ISTO REMAN,CONTACTOR SHALL SE •WIHEFEFEASSE YAHENOUGHSPACEAVAIABLE.INSTALLA ADEOUATELY SECURED.MANTANED,ANDROTWTEO,60A5 NOfro •• #6ANOSMALLE TWIN. VERIFYTHATRMEETSROJECTREC.._w._UT MWMUM OF 4,MAOMIM I0 FIN.RADIALS - BECOMEOAMAGEDCRCREATEANYHAIAROTOFERWNNB_OR •CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT MOdFlCAT10N...-SEAIDWORREPLACEDASAPART OF THIS •EACHA.USUENDTHSIAtLBEMW ..MAXe HROPHiTY. WORK,COMPACTOR SHALL CRDBi FROM,COORDINATE WTII.NANO •EMEND RgOP19 PEPPENDOULgR FROM RNISSIN AS STPNGM CA STAGAINSTTHEGROUND: GAIN AFFFOVPL FROM THE EIEC1FI UTI_-ALL ELtTROAL UNE AS POSSIBLE,AWAY FROM OTHER RING CAJUIDS,FACIALS, APT THE CONTRACTORSHOURSOFVATMSHAULBEINPLCORDANCEWRH •• Epg gND-U--.14W I OODESANDORDNANCES ANDSEAPPROVEOBYTHEOMER WUIPMEM SHALL SEAS EPEOFIW ANDA6APPHO✓ED BV THE LOCAL BONDa NANO SML.AR. ^ BEAMS AND COLUMNS=tt2W UTLffY NHEE APRCAGLE .A COMMON PRACTICE ISTO PLAOE4 RADAL6 FROMTHETOWER CONTUCroR6HALLPROVIDE6AFETYTPPININO WRALLOF HISLREW ALL EQUIPMENT.ENCLOSUFE5.BID SHALL SE SUITABLE FOR THE PtI TOTHE4COMERSOFTHEAVAIIABEAREA PRACTICES. THAT EVENT CREW MEMBER PoLLOWS&1VEWORK OF CO14 CETE,INi ACCORDANCE CE WITEDATALL EXPOSED EDGES INSTALLWEM/IRONMEM.MwNAUMNEM3RFdiALLE%IEi110q ENGINEERING Pf14CTCE5.64FETYTUNIIG SHAL WCWDE,BUf NOTICE LNSTW TO, OF CONCRETE,INACCORd1NCE WITH ACI3015ECTON 4.2d. INSTNUATONS ATA MWMUM,BOND ALL ODMPOUND CCNDUCTNE PENCE CORNER FRENCH, WTCN,CONFIED SPACE BUTiY,ELECTRICAL 6AFETY,ANJ PoETSANODATE TOB -TIEPEE EA NDNGALLA TRENCHINpR-JCAVATICIJ SAFETVN9�RE 6UdR WVO(IS EIO=CURED OR CONCRENE SHALL BEPLACED WALNFORM MANNER NANO VAPINODEVICES6HALLBESPECWCgTroNGRVA ANpWEOP183 CE GRWFD RING THAT FOLIDVATHE FENCEUNE BONDNOALL POSTBTO 3SADDLEBROOKTRNE PHONE:FAX(66D)-m-169 ENCOUNTERW CONSOLCATED IN PLACE COVER RATE SHALL BE RASTCIIES AN OlM R-85PEOFIED THEPoNG VWNGKORTH,CT 06419 FAX(860}6639935 ALL TBAPoARY VAPK REOI1PID Oi SPWIRW NASA PAgTOFTRS CONCRETE FOOTIINOS SHALL BE CAST AGAINST LEVEL, COLOR SMALL BE NOT'.ALL OEMC£5 AND COVET RATESSALLBE 27 ANTENNAS&CABL65: WORK SHALL MEET ALL OFTHE SAME REOUIPEMEMS AS PBRMANEM OF TIE SAME MANUFAOURER WMNVALLPOINTSTECH.COM INSTALIAl1ONB,5HPIL MEETALL gPPUOABLE CODE FEQUIgB•E.TS, COMPACTED,NON-FROZEN BASE NULL FREE OF STANDING OIL FWEAlEO PEWETRATONSSHALL BE SEALED USWOA 6URASE TESE SPECIFICATIONS SRPLL MOLDETHEGENEPAL 6PPoIFICATWS PND SHALLBE COMREIELY REMOJEp AFTER rtS PUPOSES HAVE WATER ANCUSTWFlRESEALNDOENCEOR.ROUTTHATWILLMANTAWTE HBRBN. PPQN SERVE. 05 STEEL: FIRE ATWG OFTHESTRICNRE PENETRATED THE CONTACTOR SHALL F'RJISH PNO WSTAIALLTRANSMISSON NNY EXI...UTUTY,SERVK;E,STRUCTUMEQUIPMEM,ORF000RE TRESESF CATKN65HALLWCLUOETIEGENEPA.BPWIFK:ATON8 PROVIDE PEAMANHJTLY PFFOOD EJGAVEDNgMEPIATES FOq P1L CABLE$,JUMFQRS.COTTIECTOR$GROUNDNGSTAP8.AMEJNAS, OBSTRUCT_THEWORKSRALLBEPEMpVEJAN-PFJ.OGATIDAB HERBN CCOEPO-0NIEOLABBJNG ANOON PILPANO-B,METERNTN, MOUMANO HAFOWAPE PIL MATEAIAUS SHALL BE WSFECTEDBYTE OFECTEDBVTHE COJSTTWCTONMANAGER MATEPoPL6' DBCOMNECiS,AND ELECTRICAL WUIPMBVTIHAT IOENTREfi CONTACTOR FOR DAMAGEUPoNOFLNEHY.JJMFEASEHALLBE EQUIPMENT SERVED,O_ECTPoCA WUROE WITHdROUR SJPPUSDATANIENNASANOWUIPNENTINSOESIELTER IFASBESTOSI$ENCOIwIERW d&iWQ WORK OEdUTON, VADERANGE --,GP 90 OOD NATELENGTHGFJI:AWERCABLESWTHOVJNEN COCPONATE OCNAGERARBHA E-LAATELYSINAFFIE CONSTRUUTION IppJIIgCATON,AND VOLTAC£S VJTIHIN MDVEPoR'ALLOFTIE MAIBRIALSTO BE APADm VNfRH QJJNER TUBING AETM A•J00,GRB RLORTOSUBMRTNGBIDAiDORDS1 Y 1YATERIALS NAAGERPNJCEgBEALACTN(IC INPFFECIEDATOSUNTd pB ASTM AST.CAB gTEEPh�9rygT1�ONSSTO�EOUI,, SR�FORALL FINAL AFTER INSTAUATC..THE TRANSMISSON UNE SYSTEM SHALL BE PIA/ CONSTRUCTION DOCUMENTS MOST EI_ THE CONSTD ECINro RESUMEOPERATONS GOATS A$TMA325 ALL EIECTRICALAPRURTENAIDES`ND-OI• NTECTEOSHALL BE EXIST.E1_ECTRICPLAN.MECHANOAL FD1UfiE5,PIPING,W6iIN3 GAnFO TIPEGW-2(1-1/4k3UT6'BAR$) COMPLETELY REMOJFD WITH DOSTwG 6TPUCNFESro RtMAPJ. 6WEEPTESi®FOR RROPEgINSTA1ATgJ NANO DNWtGE WPH NO DATE REVISION ANDOR RELOCATED AS DRECTTHENORK SHALLUCTION VED ENSTINGMETALS q$gVI A36 REPAIRED,F-ED,FILLED,PAINTED,ETC.ALL PANEL SCIEQUUES, TESTING PROCEDURES FROIOONNECTSO�NER OR MANUACTURFR PRIOR ST PNOpRRELOCATED AS DIRECTEDBY THE CONSTRUSTB 0 10118119 FORREVIEW:SPM COOK R TEMPORARY SERVILE If1ERgUPTCNS MUST BE ISROVIOECEHTIHAVESATHAT WELDERS BE USE. UPICAT E EQUIPMENTDPROPg AND CODEEDIO ED NALABEUNIN- BOON¢ 02DEMOUTION,H OWNER TEST STUNDANOAVEVISIONS OFARPONSSW AV50UANOIIO T 26G GROUNDING' rCOMREIIDroMATCH 1HE wSTAJATON NA.BOTH .E.OEUNgUELY COLOR-COO®AT THE 1 10I27/19 FOR FILING:SPM 02 DEMOLITION: AE CODERTHEPTWJISIINSOFDINGOONSTRUCION. RCf THE 26 GROUNDINGS CABWSATTHEE FIVIIN EQMPMEJT SHELTER WILL,PID JUMPER 2 ANUS CODE Poq WELONOIN BU6DwG CONSTRIMTION. TEBE SPECIFlCATWSSHALL INCLUOETHE GENERAL 6PWIFlCATIXJS CABLES ATTHEEDUFMEM. THESESPECIFlCATIONS SHALL VNOLUDETHE GENEALSoWIFICATdJS qLL BU¢.OIND O�NNECTd4POIM THEE CENTERE00EMlS JG HEREN. TRECONTTHCTOR$HPIL FL'WJISH NANO WSTPLLALLCONNECTORS, 3 Ot GENERAL: HEREN SRNCNRALBAPNG ROIM6ANOTHELCOATONS PFRETO BE VERIFlW .-STRYFFACT.EMSANDEUI-ENTwACCOPOWJCE WITH BEST q�NTS.STCPBLEMOUO,-ASSCOATNDNGHAROWAREWALL AGBPEVNATONSUSW WTHESE SFEtlFCATOV9INCWOETHE RENOVEAND LEGALLYQSPoSEOFTRNSNTHEO-RINR0ATEOTO IN PEID PRIORroTHE FP891CAnON OF 6IEEL INQUSRRYPACTCETHE REOUIPFTAFTJT80FTHE NFPA TO NATIONAL MOUNTS,6TAPIDOFF6.ANOi1LLA55IXYATEO HARUVAREIO INSTALL 4 PoLLOWNJG �RSN8TALLED,bAIVAGW.ORTO RBdAINTHEOWNERS PRSERtt DESGN AND CONSTRUCT OF SFUCTURAL STEEL SHALL CONFORM AECTRICALCCDE(NEO.-ALLOTHERAPPUCABLECCOEIAND ALL CASES ANp ANTENNA!TO THE MANUACTUFBRB-1 OWNERS EO \ Ad PMEi1OANCON-.N3TTUTE PROTECTCONSTAUCTONINO-TOREMANAGAw9T dANKGEAND roTHELATEST FJJITON OFAW SPECIRCATON PoRTHEDESGN, REGUTATgNS S£CPCATW ANSI PMBRI.-ATIONJISTANDARDSMSTRUIE WO.wG D1RMG DEMOLITION.WHEN PERNGTTD,TEAS MAY BE FABRICATION AND ERECTON OF STRLUCRRAL STEEL FOR dALDINOS. ALL GROUNDNG ELPoTOOES PRESENT AT EACH SBRMCE LOCATON ANfBNAGBLES6ALLBE WAMOFJECTRIO CORK FlBER,ORHYBPoD ANUS AMBRIDAN WELDING SOCIETY REAOVEDTOASUITABLE PROTECTWSTORAGEAAFAOURINO NW-STRUCNPALCOMIWTONS FOR STEELGATNG MAY USE 9,4 SAU-SESONDEDTOGETHERTOPORYTHE.-ONDELECTHCOE A6 SPECIFIED, A ANIFSTTJTEOFSTEEL CONSTRUCION DENCLTIONANOTHENCLEANWANDRE AL DF.EfEq NETA-INTHEIROPIGNA GALVANZED-A30TBLTB OUNLESe OTHERWISENOTED. SYSTEM UN.ESS OfI�RwSE NOTECI;WAM pIEECTRIC WA%GABLES SHALL BE AWE AME+JCAN SOOSTYOF OVILENGNEERS IDCATCN. LL ALL 6TEH.MATERWL SHALBEDALVAN2IDAFTER FABPoDAiONIN A EQUIPMB G T EN0.0SJPW.DEVICES.MID CONDUITS SHALL BE •�'DAAEIERAT OR LESS THAN tdp FT IN LENGTH A6TM AMBRCAN 6TANOARDSANDTESTIK3NBTHODS DEM0.15HWMATWALS6H4LLBCDOMETHECONIRAOTOR$ ACCORDANCE RMTH ASTM A123-(HOT-0IPFED-II -NJEDBYTHEINSTALLATONOFA6EPAATECROU1Dw0 DµRETBT GREATERTAN 110 FT IN LENGTH "- CON CRS OETEREWROPONGSTET-INSTITUTE ROPHTVPNDSALL BERSVOVEDFROMTHESTEWITFIFURTER •11�• - QSF 01HATTHECONTRACTORSOPTON. 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RWARDNG OAWAGEQ GALVPN®SURFACES TREBUIONGSAU-SENLEMFNTNINIMU A OSHA BE ALLARC ANDGAS WELDING SHALL BE GONE BTAUCENBEDANO •ROOD LONG fIIwS MACE QRECT RUN$AS MUCH ASPoa9BLE OF AN ENGINEER OR LAND SURVEYOR IS DSRLPTONSSHALBEFO':Rf TOAM1INMUM ANDSi4LLBE A.NOT CREA G.ANDOLUJTOSIECTCIVABE CONOTIONB.SUCH CFRTIFIW WELDERIN AOORDANCERMIPI ANSI MPLEMENIEQONLY UPON WRITTEN AFFROVAL OFTHEOWNEP A81(£,RNDD SNDTDESRZNVMENUBRTHAT3t •TMF>�E�DORS,'+META8UNGBVESWHENPSTRU ALTERED,THE ALTERING ENGINEER OR RBAOVEANDTPMIEPOFT DEBR5INAMPNNER TH4TWILPREVEM SACRAL PBNENATIONS AN DBEAMSB-SEAASOINRYAND6TEEL FLOORS.WALLB,CEUNGS ANDSMIlAR 81RUCNRES LAND SURVEYOR SHALL AFFIX TO THE TIE CONTACTOR$IU1LL SgFEQUAFO AGANST tliEATND AM HAZARD WTH COW CORNMG]60 SILICONE BUhDWG SEALANT OR EQUAL. .MAID:ALL CONNECTIONS IN CONTACT WTH EMIR WTH APPECTNG REPLANT ECAE680RCOMPROFA5INGETE 6EOlPM SRLLAGDJACENACBNT WRFALESANDAFEAs O]THERMAL&MOISTURE PROTECTION: IXOTHERMC WEJSNG MAID:PLLOTIEROONNECTONS WITH - ITEM HIS SEAL AND THE NOTATION MASUTES DEAN ADJACEJTMEgS RIDN CFER E.ENTSRE OUST,ORTAND CONNEC O .-SIT IPREVER6S.E COMPRESSION F-AREAFORSTSN-GRAOEWOR OUACONTRACEWORKwA DEBRISTOCON.VOBAOLIIIONOPEWITIONFT-ENUTIO.M THESE SPECFICATIONSSHALL VJCLUDETHEGENEAIBPWIFKDATONe LS7AU_ Rs,o DUDT0RIY RASGONTW 18INC BEN SIGNATUREALTERED AN THE DATE BY THE ENCAGEAFOR STH SERAETOI d ANYUDERI3R GOAL AREAS TO CONORON EOSTINO BEWRE 6TARf OF DEMOLITION •INDNOBENDONDERTHAN TLAMWMUMIBINCHBFNp ApIUB SIGNATURE AND THE DATE OF SUCH STRUCURES.0OOUrMANETOIDEMSINTHE REA. NO UBE METHODS REDO NQ REGULATIONS. TIONS.OUTdJ WTHIN FlRESTOP PLL PBNEIRATIONSTWOUGI&1M1DING WALL$,FLOORS, AND NO BEFDLoRCC HANAGOOEGREEARC.ALL BENDS$NgLL ALTERATION,AND A SPECIFIC STRUCTURE$PLGA EU .FEWESWTIEAFEA.ALL ENSTMG UQ TONSOFGWERNING RETTHF.US AND CEUNGSG.THE PND A-BL MA U.FIUSTO MA1 BE IHOPZOMAL,ORDOWNWARO TOWAROSEARTH SEWEGROUNDUT-1 TPoO,FEEROPW,ANDOTHER REMOYEDEMpLTIpNEWIgNFSOASNOTTo_S,I I END AID THE FIRE RATING OFTHE ENSTNO gBSGVBY.ALLUREDINERAL .ANLCONDUCTORS PASSING ROM ABOVEOOUWDroINGROIIND DESCRIPTION OF THE ALTERATION. UNJERORQUNO IfTIMIFS IDETIF®OR TIONSHERED,SHALL BE ONNIOVEOERRS 6M ,PLO WAS NDTTO IMPOSE FXLESSNE LOADS SHALLBESHAF-BSI STAU-8 1HACCOLYSWUREQMFLACE OdNNECTO-HANEEff(I$ED,OHALLBEWJERW PNO CONTRACTOR— OTRACTORALL TIMES EMREMEGAl1 NGINOULOBEUEED BY THE ONWPPORTNOWPLLS SAORFgM.IDu R 1 PIVO FIEHPLLBER3MFILm WACGUPODUCS.TM EBI4 PROTECTED IMHANON-METAWCCONOUi SEAU3J AT BOTH LONT N.OR WIHENDC- OU CONTTCTORI YMINNER OSPJSE OF DEMOJSHED IIEMSPNp MATEPoAL8 PPCMPILY.ON-611E SHAU-B USED-A-VOIIREBARC PRDDUCISOREDUAL ENDS VERIZON AT AROUND ORLACEMECH AND COMA DUE ISfESPoNEGE FOR BTOPPGEORSPAS CF RB.NOVW REMSIB ROHIBTID. SHALL REUSED TOFlLLgLL VOIOSAJDCgVTlESANp SHALL BE .IF20P MORE M-GPJUTD CONOUCTOBARE IN THE 6gMEPATH(2 RIPECONIC�� REPANS,RFPLACFERAT,AMORAL DAMAGE3OUEro GUAAGEOF A-INACOOR.ANCE WfIH MAILFACNRERS RECOMMBNOgTCNS RINGS OJERAPPN.,BCNpNO FOLOWNNG ANOTHER RING OR UIILRES BY HSOPERATON6 DEM0.1Si COJCRElEANO MAWNRY IN EUALL SECTIONS. M2STDPFASSOCATEDULSYSIENINUMBEREAPPUEDASSO - CONDUCTOR. ONDU TOR. Si),NMBWEVMHA SAPID SINGE RC ISTNO ON,EQUNTINTANDMATEPo NSAND CIS, RB.AOVEPIR-0ONOf110NNG EQUIPMENT W(fHOtR RFLE49NG FlRESTOPRNG SHALL BEAPPLIW AB WON AB PFRACTIGILLE AFTER ONENTANR SITE 41450 MAIN ROAD ROTTWG,OPoENTATdJ,MOUMWO,6PEOFCATONSANO GENERAL REPRIGERANTS POVETRATNdJSAi£M40EANOEWITMENTINSTALLED. WUIPNPMANDTOVJERORJUND RINGS 6HALLBE INSTALL®CHAACTEPSITCBSWILLBECOrySOEREDDIAGAMHE BgFAKUpgryp gEMpyE CdJQRETE SLABS dN tlUDE FWESTOPPED PENETRATIONS SHALL BELPT EfiOBEDPfID MADE •BONDEDTO ANY CONOUCTNEO&IECTOR6IRUCRUf@Wf11HIN9 ADDRESS:PECONIC,NY 1195E ONDRIORT.IXACiCdJDTCNS SIALLBE DEIEW.IINEQ IN THE gBVOVE SELOWGRADE CONSTRUCTON,INCLUDNG FOUNDATION AVAM1ABLE FOR WSECTION BEFORE APPLYING FINISHES THAT MAY FEET OF EOUIFMSVT GROUND RNGSAND VT N20 FEET OF READ PHIORTO ANYINeTALLATKIN ANYDFFERENCESTHAT MAY WALLS TOATLEAST241NCHESEELOWGRACIE CONCEAL OUCH PBNETWTON.FIRWTOTnrvD MATERIAL CFfTfPRCATES TOWERGIR NDRNGa CAUSESLHEDULE COST,OR APT FILING NUMBER: NY1418.5D2150 QUPLTYSHALLBEERO-TOTHE ONOFTHEOWNBRORENGNEBRPRIORTOANVVARK BRAKUPBELWNGRAIJECONCRETE-tNSECT1ONSNO LARGER SHALL BE MADEAVALABLEATTHETME OF WSPECICN. •INSTALL®MINIMUM 161NCHEROM S F FOUNDATION$FCOTNG9, ATTENT ALL IN REFERENCES HERE TO VERPCATON OF ANY COOMON OF STE THAN_N.H.SDUARE ANY SUIUING ROOF PBNETRAnCN OR RESTOATdN BALL BE AN..MIAR. PROJECT CODE: 201 919 8 01 79 READ,ALMS,ai SFWIRCATIONS PRIOR TO ANY NARK SHALL BETHE PROMPTLYREPARDAM4GESTOADJ-FAC-ESCAUSWBY PEnFORN®WINAT R]OF WARRANTYwRA£IS NJT INSTALLAUINGFOUND GS,At]gL.BOND.00NNWTINGTHEM, ' FULL RESFONSSUTY OF THE CONTRACTOR,ANY AND ALL ADOTION. OEI C TON OONFOMISED,CONTACTORBHALLARRANGEFOROWNERS ANp ALLSMILMOROJNDIN¢ MODRCATONS,CHANGES,REPAROROEMOUTONASAREWLTOF PATCH TO POD.CESURABLEWRACESIORNEYIMATERALSWHEN "COF➢VGCWRWCTOPTOPEFORMANVAND-ROORNGWDR(IF •MM30INCHESBELOWC3RADEORDINCIESBELOWTHEFROST LOCATION CODE:1454M FALLURETO BRINGANYE%ISTNG COI-DON PgJPELYTOTHE _'N.E06PNO SLIPPAGES. RWUIREDBYENSTNGROCF WARRANTY.OTHERWISE,-191 ALL UNE WHICHEVEAISGREATERDEPTH ATTEMIONOFTIEOWNBRORENONEERSHALLBETEPULL BE MADEWATETTGHTWTHU-OONSTRUOTONASSOONAS .NW 2 FEET FROM FOUNDKTIONS.FOOTINGS.OTHER GROUNDING IXTEDTESTOR®,EXPOSED FWISHE5OF-SURFACEBPITO FR4CTCPBLE AID AT CCMR.ETION6CON$TRUCTION VZ CM: PKM DRAWN BY: THK RE6PoNSBILTY OFTHE CONTACTOR WITHOUT-Y.OUST,OR 6YEIENS NANO SMLLAPR SiRICNRET,IXCEPf WMEN MAKING A AOJOINNGCCNSTRUCTON W A MANNERTAT ELIMINATES WIDEN c CHANGES IN QUAdIY OF PATCH..AN.RESURFAGN¢ ALL PENETRATIODNE NS END-OIWOUGH BUILOWG,SN.SHLWUIPMBNT, FOUNDA ONINTENA-EINFORCEYI DO NOR BONpro gLLNOTESON THEETSIDED D Yu GSORIFSEFAATEPOTED -SUANDSEAUREN0.0WRE IXTEPIOP WALLS,SHALL BESEALm FOUF.QATONROUPBD IN A COIVON ANR T DATE: 10118I19 CHECKED BY:SPM OTHERIMSEON AS wCLUD®OAWWGS GRIN SERRATE PRQIECT CONOT BURN OEM0.151E0 MPTEPoFLS 26 ELE TRnE LER. qLL CTURE RO SINA BE BOND DTO SNPo-POI CONSIEATCNEOUREOUNI-ES ALLSPWIFlDAX_BYTHEC BE TANSPoFT OEMOUSRW MATELALS OFF OWNERS PROPERTY AID 28 ELECTRICAL: 61RIICNRE OR SPAIlAR S1PLL BE BONDEDroA$NGLE-ROOM COINSOEREDRWNREp WILE88 APPROVW EQUAL BYTHEOWNER lEGALLYOSROSE OFTIBU. THESE SPEOFICATCNS BALL NOLUDETHE GENERAL SPWIFOATONS GROUID•PEFEABLVANIWLATEDl-NOBAR SONDTHEGROUNO .STRUCTOJ M4NAI£R OR ENGPIEBRAS PFPLCABLE. PROMPRY SlBWTA WAfffEN PIDORTTO THE EJGNEER aHOUUD HEREN. ARTOTHESYST-TH MINIMUM SIDLE BONGING CONOUCTO0.F THE WORDS RROVCE'OR-WSTALL•SHALLMFANFlURMBHAND UNANTCIPATID_CTUAL ELLCIRDAL OR MECHAN_ A(L�C 1OONOUCTORS W-TO AN MGROUND RING,INSTALL2 BONDING CONDUCTORS INSTALL CONDTONSAREENDOUNTEED THESUSMITTFD REPORT SYPII VI[N MWTHEACHCISNOUCTOq NETALLEOOIRECTONAIYAWAY INOLUDE SUFFICIINT DETALLREGARONGTHEEXTQNTANDNANREOF •INSMTON SHALLBE MXMUM OOOV TYPE TIHN,THVJN2.OR FROMEACHOTHEq ANDPARAI-TOTHEMGROUNDCONDUCTOR, CONTRACTOR SHALL PROVIDE AIL dUITND NANO ATOIMO AB MECONOTOV, IOHIRW. IMHNOTEEOONNECTONS P. DPoRTIHEwBTADATCNOFH$WORI(myPAroIWGSNALL COA0.PoOWCONSTRUCfON NORK 6WV-L BE UMTW TO THE NORMAL •EiNJCH dRO.rt00-CIOPSSHALLBE WFTOANM Bert ro RGPCUNDN¢ THATCHENSTINGSURROUNDNGAREAINALLRESPECB AU_ MINMUM CONOULTVRYPROPE lV REPWW COPPER MATERIALSALLBEREMOVED FROMTHERENASESDALYINAN HOURSOFeAMro®M. .EALHTdNERLBOSHAL-M-DBD-RIN0.SINGLE-LEGGED .F ROSd CMDUOORSSHAIBEETNERCCP ORRAS TOWERS,ORMONOPOLES.-H VE2SONDSONOPPOSTE APPROVED SAFE MANNER MAW TAN BUILDING SECURTYTOADJACENT ANDOJMMON ARE" A SDEa SHEET TITLE: ALL 6URPWS MATWAL SHILL BE PENNOVID FFCM TIE SITE PPOAPRY DURNG DEAOLTIONACMITIESTOFREVEMUAUTHORIZEQPE S WMINUM CPTlE PPPRORLATESIZE FCP THE PPPLJDATCN,O WHEN DEEMEDTO BE SURPW 6 ROM ENTERNQ THE STE. SPECIFCAlY NOTEQ. •BDID TO TOVhA BASE,NOT TO VERTCAL TOWER STRUCTURE, •FFAMANPMLYLABELORTAGALLCONDUCTORSWTTHTHER AWAY FROM To_.oUNT_HApD_ EVERY CONTUCTORSRALLBERESPoNSIBLEFORTHEPRJTECTONOF OUECARESHALLBETA DOTHATTHEBOUIFMEMANl T6 CIRDUTDEXI-ONATALLTEAAAnON ENOS.SPLICE$AND .EACH BOND 6HPLL HAVE A CORRESPWDNG GRCUNO ROD ON 1HE MSCOOP(ANDNEWLYINSTALLEDORE%STINGWORK INCLUDING INSTALL NAREAN NAWNNEAnHA NOTgFFECTFIE Vi-ASPASSTiOUGHwALLENCLOSURES NOTES FURNISTONOFTHESIEA.ANDRENF-SAPLLOCCUPAMa SAFEIYCRCFEATEAFlFEHPZARO A.CONDUIT,ACE-,WRIV .DUCTS,EICSiNLBEUSTEQ .EACH BOND SHALLCONSSTOF2COIDUCTOR.FROM THE TOWEi SPECIFICATIONS FlUPoNISH WSTPLL,MAIMAN,ANDREMOVE ASAPPPCPRATE,ALL O4 CONCRETE: AND BURNABLE FCRTHEAPRJCATCN OJLV THE FOLLOWwO CONDUITS roRS RING WTH ACH CONOUCIOR dRECTEDIN OPPOSITE APPROPRIATE BAILERS,SAFETY GUARDS,SGNAGE AND SECURITY AS THESE SPECFCATCNS SHALL W UM THE GENERAL ASAPPIC-ANDUSTEDFCRTHEAPPLICATONSIALLBE OWECTONB W1THgPPPALLELCONNWTON ONTHERNG ON WIRED SPECPCJRTONS HEREIN ACOPiABLE OPFVSRE EDES OFTHE GROUND ROD EVERYORNTS NIFCTONS, STNIG.SBLE FOq .,A RESPECTNE •EEORICALMETAUJCTUSNG IEMm FEES,FERMIS IN$FIDTONSTESTWCd]TTIRCATESANDA.L ALL CONCRETE CONSTRUCTION SHALL BE DONE WACOOROANCE EOUIPNEMPS✓FAGRJUI.ON¢ •COMPRESSION COUFLNGSPNO CONNECTORSOJLY MADE UP M4 GENENTOFSAMEREONFEO FORCOMPUETONDAPNTD LEGAL WTIE THEA.t ERICAN CONCRETE IN6TRIIE(4C�CODES 30t&318, •Cd.1MUNCATCMENTTONFART1a GROUAGROUNORWG OCCUPANCY OFTIIE FlNSHED PR¢IWT LATEST REVISION WPENCHTCHT. .WND PLL EQUIFMINTTOA SNISRPdM GROUND(GROUND BAfp SHEET NUMBER' ALLCOMRACTORS SHAL ROVDE ALLNECESSARVTOCLS.FIX Fee •CONOUEMETAL dDNOUIT(FMC)ANDLIDUCTI]T FlD4E.E METAL BOND THE EQRMFM SNGLEfOIMGR0UN0TOTHE WURMEM ALL L9NCR. EUSENSH MES PBEBDAYCOMP CONOURpFMC) 6 OUTI SNOFTHNATWLa JOBADS,PNDPETSOINLL REOUIREQ FOq TIE STRENGTVH).PATER PETS PARANEL BE BASED ON USWGTNE •FlNALOONNWTODNG.BBATNQATEDT.TABLE •GROUND RNO WIRi MMIMUM20DNDUCIORe DiEC1Ep IN IXEQUTION OFTHSR MAR( OPPOSITE OPECTONe WTH PPAALLEL CONNECTIONS ON THE PoN¢ FOLLOW WO MATERIPIS NANO PARAMETERS' WUIPNEM WC UNIM RANSF LIERS. O,LIGHT .IF EQUIPMENT IS ENCLOSED W ASHELTER. EACHCONTPACTOfl S4ALLQUARANTE:ALL MATWALS AND FIXTURES,HSPLACESTANSFORMBRSMOTORS,ETC OR WIRERS PTESIE IISWNSDEREDTOBEEOOSEDTOADFEL A 3 KMANSHP BY THEM TO BE FREE6OFFECT9ANDMAWTANIDFOR POq'RNJD CEMENT: A6TM C150,T1 WUIPMEMI9 RA0.DUPON$LAB WGgPDE UGHINWG STRIIE,WSTALAd➢LdNG LIGHTNING POTWN.IN APWCOOF ONE VENT gFTEA ACCEPTANCE6TFE INBTALLATON BV AGGREGATE A-=,1 WCHMAX PIG.GALVANIZE.STE.(RGS) THE OWNERAND ENGN.. WATER POTABLE •AL FTTINDS COJNECTOR6,AID COUPLINGS SHALL BE SYSTEM PERAPRICPBLEVEPSONWNPPA TBO ALL WORK SHALL BE PESORMW BY LI�NSEQ CONTACTORS IN THE THREADED MADE UPN/FgTIdR TKRHT. • N.--.-.CTVE BUILDING 00-NEN.TOGETHER - TPgpEHAVWGJURSDCTON ADMIXRJFRE NONGHLOROE ANDTOTHEBUIWINGRNGGROUNDATTHECORNERS THI$IS AIR �. •PIGDPOLYVwYLIpLLOgCEFM Sd®ULE400RSOHEDU.S.. TYPICALLYCALLW LD WFMEM THEHAGROUND CONOTBONDUI ANY DEVIATION,NOORCATON,AODMON OR CHANGE IN DESIGN SLUMP. 4INCH •MAY BE USED FOR SERVICES,DOERIOR,BELOW GRADE.AND WEf TOTHEHAUDCOUND UDCATIONS - AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 June 21,2024 VIA HAND DELIVERY Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn.: Susan Pontino Re: Close Out of Building Permit No. 50214 (the "Building Permit") to the Town of Southold (the "Town") in connection with the maintenance and upgrade of the existing public utility communication facility (the "Communication Facility") located at 41450 Main Road, Peconic,New York, with Suffolk County Tax Map designation District 1000 /Section 75/Block 5 /Lot 14.1 (the"Property") Verizon Wireless Ref.: Peconic(850)/Our File No. 100-2186 Dear Ms. Pontino: In reference to the Building Permit, please note that Verizon Wireless has completed its upgrade work at the Communication Facility and is requesting that the Building Permit be closed and a Certificate of Compliance be issued. Enclosed for your review,and to assist in the issuance of the Certificate of Compliance,please find the following documents: 1. Four(4)copies of As Built Record Construction Drawings prepared by APT Engineering,with a last revision date of June 17, 2024; and 2. Four (4) copies of a Close Out Letter, dated June 17, 2024, signed and sealed by APT Engineering. Kindly advise our office if the contractor is required to schedule an onsite inspection to meet with the Building Inspector,or if any additional documentation is required, in order to close the Building Permit and for the Town to issue a Certificate of Compliance. If you have any questions, please do not hesitate to contact me. Thank you. jerul,� yours, rb) in matofirm.com JUN 2 1 2024 Enclosures cc: VerkZUy (qsj) alemail, without enclosures) 'TOWN 'IFSOITI11.0< 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T"FLOOR NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 A PT ENGINEERING June 17, 2024 Attention: Michael J. Verity, Chief Building Inspector Town of Southold Building Inspector's Office 54375 NY-25 Southold, NY 11971 RE: Verizon Cell Site"Peconic" 41450 Main Road Peconic, NY 11958 Section: 75; Block: 5; Lots: 14.1 Permit #: 50214 Dear Inspector Verity, I am a New York State licensed Professional Engineer, retained by Verizon (VZ) in connection with the captioned matter above. I have reviewed the completed VZ antenna and associated equipment installation at the existing wireless telecommunications facility. The completed installation is shown in the Record Drawings dated June 17, 2024 (Revision 0). It is my opinion that the completed installation substantially complies with the project plans and specifications dated October 22, 2019 (Revision 1) except as follows: • The existing lattice tower was reinforced per the Reinforcing Drawings, Rev 0, dated March 21, 2023 by APT Engineering as referenced in the passing SA, Rev 1, dated April 26, 2024 by APT Engineering. • Three additional antennas were installed for a total of twelve antennas. • Six existing antennas were replaced. • Six existing RRHs were replaced with different models and no additional RRHs were added. • The PCS EVDO cabinet remained in the shelter. • Eight coax cables remained on the tower. We trust the foregoing provides the information you have requested. Please do not hesitate to contact us should you have any questions or comments. OF NEW Z M Sincerely, �Q� Cy�ssF 'P. APT Engineering •� � Ui -0000�Scott . Chasse, P.E. 078605 Principal 'ORoF�S;Op\P�� APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311•WATERFORD,CT 06385 PHONE 860-663-1697 verizonl/ ■ AM E N D M T 4 CENTEROCK ROAD WEST NYACK,NY 10994 -a r n ve izo APT ENGINEERING 567 VAUXHALL STREET EXTENSION-SUITE 311 WATERFORD,CT06385 PH:(860}663-1697 W4WJALLP0I NTSTECH.COM FAX:(%O)-663-0935 CONSTRUCTION DOCUMENTS WEST NYACK, NEW YORK NO DATE REVISION 0 06/17/24 FOR RECORD:SPM 1 WIRELESS COMMUNICATIONS FACILITY 2 3 4 5 6 " PECONIC" = '` 41450 MAIN ROADti PECONIC NY 11958tA DRAWING INDEX SITE INFORMATION VZ SITE NAME: "PECONIC" T-1 TITLE SHEET&INDEX VZ LOCATION CODE: 145466 DESIGN PROFESSIONALS OF RECORD VZ FUZE ID: 15379207 PROF:SCOTT M.CHASSE P.E. A-1 PLANS&ELEVATION PROJECT LOCATION: 41450 MAIN ROAD COMP:APTENGINEERING PECONIC,NY 11958 ADD: 567 VAUXHALL STREET EXTENSION-SUITE 311 A-2 ANTENNA MOUNTING PLAN&DETAILS SITE TYPE/DESCRIPTION: REPLACE(6)OF(9)EXIST.ANTENNAS&(6)OF(6)RRHs. WATERFORD,CT 06385 ADD(3)ANTENNAS AT TOWER.REINFORCE EXISTING OWNER: TOWN OF SOUTHOLD LATTICE TOWER AND REPAIR EXPOSED FOUNDATION. ADDRESS:53095 ROUTE 25 A-3 NOTES&SPECIFICATIONS REPLACE POWER CABINET&BATTERIES WITHIN EXIST. SOUTHOLD,NY 11971 EQUIPMENT SHELTER. NOTE: IT IS A VIOLATION OF NEW YORK STATE PROPERTY OWNER: TOWN OF SOUTHOLD EDUCATION LAW ARTICLE 145,SECTION 53095 ROUTE 25 7209(2)FOR ANY PERSON,UNLESS SOUTHOLD,NY 11971 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN _ LEASING CONTACT: JIM KORWAN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS (516)946-8920 f. ALTERED,THE ALTERING ENGINEER OR a• LAND SURVEYORSHALLAFFIXTOTHE % ENGINEER CONTACT: SEAN P.MCDONOUGH / ITEM HIS SEAL AND THE NOTATION L' `3 (860)552-2038 SIGNATURELTERED BY"FOLLOWED AN D THE ATE OF SUCH ALTERATION,AND A SPECIFIC F £ LATITUDE: 41°02 28.64"N DESCRIPTION OF THE ALTERATION. SITE Grccr; 1 He:'.ro: LONGITUDE: 72°2T 30J0"W Y Brce:ey and Re-laurant ELEVATION: 18'�AMSL VERIZON AT ` `F DISTRICT: 1000 "PECONIC" SECTION: 075 e`.'. 'SaOthgiti ADilna3 Sliefter BLOCK: 5 SITE 41450 MAIN ROAD LOTS: 14.1 ADDRESS:PECONIC,NY 11958 SOUI$p((I FpI:C �`� ZONING: "R-80" APT FILING NUMBER: NY141 8 5 021 5 0 DOpaRRi�n. VZ FUZE ID:15379207 VZ LOCATION CODE:145466 kruPSki farm�A * VZ CM: — DRAWN BY: THK �." DATE: 10118/19 CHECKED BY:SPM Sc:?ert xs`� ilig iJOruest:Irjt�'`, 4 SHEET TITLE: yr �� TITLE SHEET&INDEX SHEET NUMBER: kn 4,n 4A "RECORD DRAWINGS" VICINITY MAP BASED ON: , T-1 SCALE:1"=500' •SITE OBSERVATIONS MADE ON 06/08124. •SPECIAL INSPECTION ON 03127/24. APPROX.PROPERTY TOWER ANALYSIS NOTES: �erizon� LINE(TYP.) 1. REFER TO TOWER ANALYSIS&REINFORCEMENT DESIGN REPORT T/EXIST,WHIP ANTENNAS h _ f PREPARED BY ALL-POINTS TECHNOLOGY CORP.,P.C.,MARKED @ 148'-10'±AG REVO,DATED MARCH 21,2023 AVAILABLE UNDER SEPARATE COVER. 2. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY APT 4 CENTEROCK ROAD COMPOUND PLAN UNDIER SEPARATE COVER. 1,DATED APRIL 26,2024 AVAILABLE IXIS7.WHIP ANTENNAS(TYP.) WEST NYACK,NY 10994 { ? T/EXIST.LATTICE TOWER @ 131'-6'±AGL It If )L` ENGINEERING `�Wf EXIST.AT&T ANTENNAS(TYP.) I^;7" � [EXIST.AT&TANTENNASI♦ 567VAUxHALL STREET EXTENSION-SUITE 311 _ - @ 126'-0'z AGL 1 -_ 'O- --[L{. •{ -1 / WATERFORD,CT 06385 PH:(860}6631697 WW,N.ALLPOINTSTECH.COM FAx:(860)663-0935 CONSTRUCTION DOCUMENTS {-, _•I NO DATE REVISION ' EXIST.T-MOBILE ANTENNAS(TYP.) @ 115'-0°±AGL ❑ t -;{ (EXIST.T-MOBILE ANTENNAS j 1_ 0 06/17/24 FOR RECORD:SPM ED - 1 ' ❑ ' EXIST.BUILDING(TYP.) EXIST.POLICE WHIP ANTENNAS(TYP.) — --' 3 1 a / REPLACE(6)OF(9)EXIST.VERIZON LATTICE 5 ' • 1 f VERIZON EXIST.MEW PANEL TOWER MOUNTED ANTENNAS 240°, & f i i f (6)of(6)TOWER MOUNTED RRHs.Hs.((3)MOBS, s,(3) ANTENNAS&NEW EQUIP. 6 6x12 HYBRID CABLES,(8)COAX CABLES&(1)GPS �,(= / MAIN ROAD 1 UNIT TO LOCATION MAP UN TO REMAIN.ADD(3)ANTENNAS. A_2 -i i J� SCALE:1"=200'-0" I� ()F Ni[-0-41' vy 1_x x x x x X x x x x x x { 1 �� 'i-j t1- L'tihtrj'fJ 1, x EXIST.VAJANNMOUNTS EXIST.AT&T EQUIPMENT_ I i 1 15° x REPLACE(6)OF(9)EXIST.VERIZON LATTICE SHELTER i TOWER MOUNTED ANITENNAS(120°,240°,159&(6)of(6)TOWER MOUNTED RRHs.(3)MDBs,(3) E EXIST.DEXIST.EQUIPMENT SHELTER6x12 HYBRID CABLES,(8)COAX CABLES&(1)GPS in C I 240° i 'T UNIT TO REMAIN.ADD(3)ANTENNAS. ( {, i EXIST.AT&T DIESEL-POWERED GENERATOR ON CONC.PAD x _ EXIST.T-MOBILE EQUIPMENT PAD i tad f REINFORCE EXIST. ' LATTICE REPAIR AND RESTORE EXPOSED NOTED IN TOWER EXIST.CHAIN LINK _ -� TOWER FOUNDATION WITH ANALYSIS&REINFORCEMENT '�`� FENCE(FYP.) I a x/ �:x�a QUIKRETE FAST SET REPAIR MORTAR DESIGN REPORT(SEE TOWER / REINFORCE EXIST.131'-6°x LATTICE TOWER ANALYSIS NOTES,THIS SHEET.) I 'k t AS NOTED IN TOWER ANALYSIS& I ♦i DESIGN PROFESSIONALS OF RECORD x / _ REINFORCEMENT DESIGN REPORT(SEE ,{'� t PROF:SCOTT M.CHASSE P.E. EXIST.TELCO CABINET IX= TOWER ANALYSIS NOTES,THIS SHEET.) '_ COMP:APT ENGINEERING 4 EXIST.DIPOLE ANTENNA / 120' -i @ 60'-0'±AGL // ,/y I ADD: 567 VAUXHALL STREET \ xJ `' EXIST.VERIZON 6'0 UNDERGROUND k/� {\y EXTENSION-SUITE 311 EXIST.PROPANE TANK CABLE CONDUITS.M EXIST.COAX CABLES \\ I 3 WATERFORD,CT 06385 &(3)6x12 HYBRID CABLES TO REMAIN. i { EXIST.GENERATOR EXIST .�'_ DISH EQUIPMENT PLATFORM I-------- --{--� ADDRESS: 0 S:S 95 ROUTE 25HOLD ON CONCRETE EQUIPMENT PAD \ I SOUTHOLD,NY 11971 / EXIST.CONCRETE EQUIPMENT PAD I REPAIR AND RESTORE EXPOSED NOTE: �x—X x x x x x—x �( x TOWER FOUNDATION WITH IT IS VIOLATION OF NEW YORK STATE TI /'/1 1` QUIKRETE FAST SET REPAIR MORTAR i �♦ EDUCATION LAW ARTICLE 145.SECTION EXIST.VERIZON PULL BOX(TYP.) II__i 7209(2)FOR ANY PERSON,UNLESS `/J { / \�I I ACTING UNDER THE DIRECTION OF A EXIST.EQUIPMENT ROOM EXIST.VERIZON(218±SF) 3 / }\{ LICENSED PROFESSIONAL ENGINEER OR x EQUIPMENT ROOM.REPLACE A 1 �/ { 0 LAND SURVEYOR TO ALTER AN ITEM IN -Ir- POWER CABINET&BATTERIES. I` /1 ANY WAY.IF AN ITEM BEARING THE SEAL I I Ir I' 3 EXIST.VERIZON(218±SF) ~\ I i OF AN ENGINEER OR LAND SURVEYOR IS EXIST.VERIZON(85±SF) x EQUIPMENT ROOM.REPLACE ` /I ALTERED,THE ALTERING ENGINEEROR GENERATOR ROOM F) I II II I' a1 POWER CABINET&BATTERIES.D SURVEYOR SHALL AFFIX TO IESEL GENERATOR. I I I I,__ EXIST,PROPANE TANK i \y I ITEM DHIS SEAL AND HE NOTATION I I IL I yy//i I� "ALTERED BY"FOLLOWED BY THE x L___JL J _________J, yr EXIST.AT&T EQUIPMENT SHELTER Vr{ SIGNATURE AND THE DATE OF SUCH EXIST.COMPOUND ACCESS GATE(TYP.) `\ / ALTERATION,AND A SPECIFIC ♦ x DESCRIPTION OF THE ALTERATION. x I EXIST.CHAIN LINK FENCE(TYP.) x x x x x x { ,• 1 J \II'•••"` I VERIZON AT 'PE CONIC" A-1 I ,,{r rwn IS ITE 41450 MAIN ROAD (�(/ / ; m ADDRESS:PECONIC,NY 11958 J� COMPOUND PLAN °-0. ,� °4 ,� ,- -- --- - ---- I W--- ''-- A-� SCALE:1"=10'-0'• ` i E APT FILING NUMBER: NY11418502150 CAL N EXIST.FLOOR MOUNTED CABLE ENTRY PORT.(3)EXIST. i i _ VZ FUZE ID:15379207 REPLACE POWER CABINET HYBRIDS,(6)EXIST.COAX CABLES&(3)GPS LINES TO VZ LOCATION CODE:145466 REMAIN.REMOVE(3)UNUSED COAX CABLES [( EXIST.SHELTER MOUNTED GPS UNIT(TYP.2PL) VZ CM: DRAWN BY: THK - _) (3)EXIST.WALL MOUNTED MOBS W/TROUGH GRADE @ DATE: 10/18/19 CHECKED BY:SPM BATT PWR _ --.��._-I"�1' 18'±AMSL { Q 2 EAST ELEVATION 10'SCALE:1 INCH=10'-0" JO I a k wEXIST.EMPTY(111±SF) �¢ J ,.TELCO 7705-' OZ EQUIPMENT ROOM Ig MOD i MOD RACK'MCPA_,RACK CK� SHEET TITLE: _iQ 4.08 TACK ACK .N_ a PLANS&ELEVATION EXIST.VERIZON(218±SF) U REPLACE EATERIES EXIST.VERIZON(85± 'U E_Q_UIPMENT ROOM Q SF)GENERATOR ROOM ;O DESK = MUX. SHEET NUMBER: I EXIST.ACCESS DOOR(TYP.) //// "RECORD DRAWINGS" 3 E UIPMENT ROOM PLAN °° BASED ON: A-1 A-1 SCALE:gip'"=1'-0" Y"$CALE:I INCH=4'-0" •SITE OBSERVATIONS MADE ON 06/08/24. •SPECIAL INSPECTION ON 03/27/24. Ci1 5 REPLACE IXIST.SECTOR, ANTENNAS verizonJ i1 q_p N SECTOR,P.OF(2)PER TOTAL OF(6) EXISTING KICKER,TYP.OF(2)PER MOUNT •` 4 NEW RRH MOUNTED TO IXIST.ANTENNA 4 CENTEROCK ROAD © qz MOUNT,TYP.OF(2)PER SECTOR,TOTAL OF(6) WEST NYACK,NY 10994 EXIST.131'-6'-_LATTICE TOWER EXIST.MDB TO REMAIN,TYP.OF %•%t t (1)PER SECTOR,TOTAL OF(3) EXIST.VERIZON ANTENNA TO REMAIN, EXISTING KICKER,TYP.OF(2) / TYP.OF(1)PER SECTOR,TOTAL OF(3) IXISTINGANTENNA VG-- /; G3 15o MOUNTING PIPE �" � •`• J ENGINEERING It t 83 ;.. ••`��`\� ALIGN 567 VAUXHALL STREET EXTENSION SUITE 371 NEW RRH MOUNTED TO EXIST. FRONT SIDE TOP FRONT SIDE TOP WATERFORD,CT OGi85 PH:(860)-663-1697 G4 4 VWMALLPOINTSTECH.COM FAX:(860)-663-0935 , '•`? �j ANTENNA MOUNT,NP.OF(2)PER q [_ _____ t N= ,< , n t q-2 SECTOR,TOTAL OF 6 0 240° ✓ - SNEW CHEDULED, VERIZON ANTENNAF(1)PER 8j CONSTRUCTION DOCUMENTS `t 5 SCHEDULED,TYP.OF(1)PER () o o � o m I 15.0° A_2 SECTOR,TOTAL OF(3). EXISTING ANTENNA MOUNTING ---��11F��--- 15.0° X�X NO DATE REVISION (1 Y •,,,r• ASSEMBLY TO REMAIN I I I I I I I 0 A2 06117/24 FOR RECORD:SPM X K10_0° 15��.0 •18_1 !'t•r''f~ \\� { f VERIZON ANTENNAS Z B1/O / `\� @ 102'-0°s AGL SAMSUNG DUAL HIGH BAND B2B66A SAMSUNG DUAL LOW BAND B13B5 -[/ / \ RRH-BRO49(RFV01U-D1A) RRH-BR040(RFV01 U-D2A) 3 NEW VERIZON ANTENNA, RRH PCS/AWS RRH 7001850 4 AS SCHEDULED REMOTE RADIO HEAD(RRH) REMOTE RADIO HEAD(RRH) 5 EXIST.ANTENNA MOUNT,TYP t-- �. WxDxH=15 0°x15.0'x10.0,(97.5 Lbs) WxDxH=15.O'x15.O"x8.1'(82.0 Lbs) 6 (1)EXIST.VERIZON WIRELESS GPS _ !� NOTE:WEIGHTS INCLUDE SOLAR SHEILD&MOUNTING BRACKET _ UNIT AT ALPHA SECTOR TO REMAIN 3 ''.-� of ` 2 ANTENNA MOUNTING DETAIL 3 RRH EQUIPMENT �f, ANTENNA SECTOR POSITION -2 SCALE:Yz"=V-0" NUMBER(SEE ANTENNA SC HEDULEBELO 1 ANTENNA MOUNTING PLAN 4rLu A-2 SCALE:Ya"=1'-0" 1 1� g %0 FLAT WASHER(TYP) 8/e 0 U-BOLT(TYP) \ UNISTRUT PART PCHANNEL NUT H SPRING, DESIGN PROFESSIONALS OF RECORD U-BOLTS TO BE SIZED \ 15/8 HORIZONTAL PROF:SCOTT M.CHASSE P.E. ACCORDING TO ANTENNA I 1 UNISTRUT,PART#P1000T 3/B 0 FLAT WASHER(TYP) COMP:APT ENGINEERING MAST DIAMETER )` ATTACHED TO ANTENNA a ADD: 567 VAUXHALL STREET ANTENNA MAST \ / PIPES CUT TO REQUIRED /B 0 BOLT(TYP) EXTENSION-SUITE 311 LENGTH(TYP FOR 2)/ I 5 WATERFORD,CT 06385 3/B 0 NUT(fYP) � � � 1/°VERTICAL UNISTRUT,PART#P1000T CUT TO REQUIRED LENGTH(TYP TOP COMMSCOPE TOP JMA WIRELESS \ \ ) OWNER: TOWN OF SOUTHOLD 15/g°HORIZONTAL UNISTRUT, \ ) / o O n O NHH-45A-R2B MX10FR0440-02 ADDRESS: ROUTE 25 46.3 Ibs 53 2 IDS SOUT PART#P1000T ATTACHED TO \ n SOUTHOLD,NY 11971 ANTENNA PIPES CUT TO \ 1 I 3 RRH(700B50) 18 0° 6.0 SF 19 8° 7.26 SF REQUIRED LENGTH(TYP FOR 2) \ 1 \ A-2 (SEE PLAN) TOP SAMSUNG NOTE: \ \ ANTENNA MAST(NP.) 7 77A IT IS A VIOLATION OF NEW YORK STATE EXIST.MDB \\ FRONT SIDE FRONT SIDE ® MT640 81.6 Lbs p EDUCATION LAW ARTICLE 145,SECTION \ fl fl # A fl SEPARATION AS 16.1, 3.92 SF 7209(2)FOR ANY PERSON,UNLESS REQUIRED TO SUPPORT ACTING UNDER THE DIRECTION OF A RRH SEE PLAN) s 3 ass!{ REMOTE RADIO HEAD FRONT SIDE LICENSED PROFESSIONAL ENGINEER OR (SEE PLAN) q_2 ° j re ( -"r F �t UNITS(RRHs)AS PER 111��' 111 IIII LAND SURVEYOR,TO ALTER AN ITEM IN MANUFACTURER'S ANY WAY.IF AN ITEM BEARING THE SEAL `.TT'V (24-OVERHANG SPECIFICATIONS o o ° ° OF E ENGINEER TE LAND SURVEYOR IS "LJ (24'OVERHANG MAX.) m� mp 6? ALTERED,THE ALTERING ENGINEER OR ANTENNA MAST @ DO NOT INSTALL CAPS ON m LAND SURVEYOR SHALL AFFIX O THE 61 ITEM HIS SEAL AND THE NOTATION 5'-0°O.C.MAX BOTTOM OF UNISTRUT(TYP) "ALTERED BY"FOLLOWED BY THESIGNATURE AND THE DATE OF SUCH FRONT VIEW ALTERATION,AND A SPECIFIC 0 DESCRIPTION OF THE ALTERATION. 1 NOTES: •f� I 16.1° -I 5.5° VERIZON AT 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL#P2860-10) •f� 2. ONLY 1%UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 'PECONIC" 3. EXTEND UNISTRUT AS NEEDED BASED ON LENGTH OF ANTENNA SECTOR.DO NOT CANTILEVER UNISTRUT SITE 41450 MAIN ROAD FOR MORE THAN 2W BEYOND ANTENNA MAST. ADDRESS:PECONIC,NY 11958 4. MOUNTING RACK ONLY TO BE UTILIZED ON V TALL PARAPETS OR TALLER. PANE-ANTENNAS 5. FOR HORIZONTAL SPANS GREATER THAN 5'-0'USE UNISTRUT PART#P1001T. JAPTIFILING NUMBER: NY1418502150 6. ALL EQUIPMENT SHALL BE POSITIVELY ATTACHED TO THE EXISTING PLATFORM/MOUNTMEMBERSAS ANTENNA DETAILS INDICATED.UNDER NO CIRCUMSTANCES SHALL BEAM CLAMPS BE UTILIZED TO SECURE EQUIPMENT OR VZ FUZE ID:15379207 UNISTRUT TO THE STRUCTURE.HEAVY DUN STAINLESS STEEL BEAM CLAMPS SHALL BE PERMITTED FOR A-2 SCALE:Yz"=V- VZ LOCATION CODE:146466 CABLE ATTACHMENT ONLY.FIELD DRILLING OF EXISTING PLATFORM/MOUNT MEMBERS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD(EOR). VZ CM: — DRAWN BY: THK a MDB/ RRH EQUIPMENT MOUNT DATE: 10/18119 CHECKEDBY:SPM ANTENNA SCHEDULE SHEET TITLE: SECTOR MODEL QTY ANTENNA CABLE CABLE AZIMUTH _ STATUS STATUS LENGTH Al:JMA MXIOFRO440-02 1 NEW COLOR CODING ANTENNA MOUNTING ALPHA A2:COMMSCOPE NHH-45A-R2B 1 NEW REUSE(2)COAX&(1) 150" 120° SECTOR: BASE COLOR: 850-LTE: 700-LTE: PCS-LTE: AWS-LTE: CBRS: C-BAND:GPS: PLAN& DETAILS A3:COMMSCOPE SBNHH-1 D65H 1 EXIST. 6x12 HYBRID CABLE SECTOR 1(ALPHA WHITE PINK RED LIGHT BLUE YELLOW PURPLE ORANGE BROWN A4:SAMSUNG MT6407-77A 1 NEW ) SECTOR 2(BETA) BLUE PINK RED LIGHT BLUE YELLOW PURPLE ORANGE BROWN B1:JMA MXI OFRO440--4 1 NEW SECTOR 3(GAMMA) GREEN PINK RED LIGHT BLUE YELLOW PURPLE ORANGE BROWN SHEET NUMBER: BETA B3:COMMSCOPE SENHH1D5B 1 EXIST. 6x12 HYBRID CABLE) 150 24O° NOTES: B4:SAMSUNG MT6407-77A 1 NEW (1).CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS. (31:JMA MX10FR0440-02 1 NEW (2) CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING NEW CABLE(TYP.EACH SECTOR). "RECORD DRAWINGS" (3) VERIFY CABLE DIAMETER WITH VERIZON PRIOR TO ORDERING. - GAMMA G2:COMMSCOPE NHH-45A-R2B 1 NEW REUSE(3)COAX 8'(1) 150'a 15- (4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON. BASED ON: _L G3 COMMSCOPESBNHH-1D65B 1 EXIST. 6xl 2 HYBRID CABLE (5) CONTRACTOR SHALL INSTALL WEATHERPROOF CAPS ON ALL UNUSED PORTS,SWEEP TEST THE UNUSED •SITE OBSERVATIONS MADE ON 05/08/24. G4:SAMSUNG MT6407-77A 1 NEW PORTS/ANTENNAS,AND PROVIDE RESULTS IN SWEEPS PACKAGE. GPS PCTEL GPS-TMG-HR-26N (3)EXIST.TO REMAIN REUSE(2)Yz°8(1)%° N/A I I c I (6) CONTRACTOR TO VERIFY SIGNAGE REQUIREMENTS PER RFBME REPORT PROVIDED BY OTHERS. •SPECIAL INSPECTION ON 03/27/24. DESIGN BADS HALLNOi BEMADEWRNOUTWRTTEN APPROVALOFTNE a NEROR PLANEOR W AGG,N ARD°IREGTON AWAY FROMTIETDWER 'ALL CONCRETE EXPOSED TO FREE➢NG WEATHER SHALL MENT-S. GOVERNING CODERIDESGN STANDARDS ALL COHTFACTORS SHALL suOMRsnOP Ow.wINGS OF ALL EOUPMENT GONTAIN ENTRAINED AIR PER ACI 211 TABLE 42.1 OF ACI 318-05. Y A 10ENCEO µD qD LOrvG R1N5 MAKE--RUNSA.M.°-ASP-GG-E ■ 2020 BULL ING CODE OF NEW YORK STATE(BGNYSVASCE 1-16 ANDMATDllALSTOTHEENGWEERFOR APPIOVa PFIORro ALL ARD AND GASDNG SHALL BE GONE ENMASONRYAOS AV TA222-M (DEFC OR MIL STE WIFE FABRIC SCO,GR60 6VFFfHo �ETPAG An o.s�EA&s OE+wEE 'PLACE THROUGH NON-METALLIC SLEEVES WHEW PA55WG (DEFORMED). STEEL REFABRIC.SHALL.ICEESNFORMTOASTS OEAIANTOREDI�L.m� •MAKEA LCI)IN CTONSP.GELNGS,aNDDMLAR3TMDLTU�R. verizon AteS WELDED STEEL WIRE FABRIC.SFLICES SHALL BE ClA55'B' 0]THEPMAL BMOISTUREPROTELTON: MAItEALL CONNECTOrvs wCONTACTwrtN FARM wRH SHAULMANTAPHONJOBSITEACO" AND ALL HOOKS SHALL BE ACI STMIpARDUNO REINFORGNG PICATONS --E-.WELDING,IRREVERSIStE COMPRESSION"BwrtH ALLIMATERIALSA OD EQU wTSHa1 eE NEw,wmiOIn BLEMISH OR �S SHALL BE COLD BEM WHERE REQUIRED AND TIED NOT clFCgnoNs sHNl wcLupErHE CENEW.L svm GpNNmTp¢,OR yslID COMvq¢5lpry RIND-HOLE LucS. WELDED). _ pL13TEDFGRTHEINSTA A"LANDDaLL W=TALLAU_ DOCT°R wRHAMwIMHMtBwcHBEN°RAD-O 4 CENTEROCK ROAD �wsTALIm WACCOrOArvcE wrtH MaNUFACTIRERS THE FOLLOWO MWIMUM CONCRETE COVER SHALL BE WTI HENSTED"AND nnCCE°PrED MATFAwu•TO MAWTAw AN�NpSEN°LONGFATHANa PoDEGREE NiG.ALL BENps sluLL FL°IMME;IC;%N FO EGF'F'ivGEAICTVPESIHALLBE F UIPMENTO PROVIDEDFORRENFORCWGSTEEL: GOFTHEEIa GASSE 1 ALL%LLMA,ERIAL RI2ONTaL.DRDDwNwAR__SEARTH WEST NYACK,NY 10994 TERA •CON SHALL CRETECASTACAINSTEARM"31N. HAPED,FITTED.AND PERMANENRY SECURED INPLACE PASw SGFROMAE-E-GROUrvo TD-N-N0 •CONCRETE EITROSEDTOEARTHORWEAh�Ji BE INSTALLED W ACCORD W-ASTM Est4 ECTIONs WNEREEJPOsm,SHALLBI-83AND •• /B PAID LARGER"21N. v32 FIRE FOAMOR 3MFlRE EARRIER PRODUCr5.08 EQUAL. 6N5CTEDWBHANON-METALUCCO.-SEALED ATSOTH ro /BAND SMALLER"1121N. LLSEUSECTO FELAUL VOOS ANDCAV ESANDENALLBE T01R - APPLE0 PH ACCORDANCE 1ITH RERSRECOMMENw MOREw-GROUHGOONGUcrOBAREINTHESAMEPATHR GmoRCRFATEANYHAiTw°TOPEI60Nr.¢LOR •CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT NGS°VeRLAPPwG.BONOwe FOLLOWING AOTHER-1.OR PROCAST AGNNSTINE GROUND: FwEsiO ocvrm�eE APvtsD sqs ooN as PruTvatE AFTER RADU`uoRsonll .OMGNEA-ASNARE°SINGLE SLABANDWALL= 0_ EowNEWR .. BEAMS AND COLUMNS�ttQ IN PENERunoNS ARE MADE AND EOUNEFrt INsiau.m vMENTArvDTDwERCRou•+D wrvcs sHALLBE APT lEfLCL. COD¢TAND ORpW.NC¢aND BDE PW E°Bv FIRESTOPPEOPENETRATroNSSNAUSELEFT SEDAND E AMBLE FDR INGPEG+bry eEFDREMPLY WG RNISNES,NAT MqY ENGINEERING NsuRE TNATEvtaycREw MEMBER FOLLOWS SAVEwORK°R A3141N.CHAMFER SHALL BE PROVIDED ATPiL IXPOSTD EDOES NCEAL SLACK PE�ETw N.FlRESrovvNGMATERwLCDTIRCATES FEEPOFEQUIVMEMG OC°VwD° GspNDW-1".FEE OF PRACYIESLADE,BUTNOT SE LvtITED ro, OF CONCRETE,IN ACCORDANCE WITH Ad 3015ECTON 42A. LLBE MADE AVAMBLE AiTE TwIE OFIrvsPECTON. GROUND FALL SAF�DFNED SPACE ENTRY,ELECTRCAL SAFETY,AND BE UM IB INCHES FROM FDDNDATON3,FODTHGS. wG/IXGVATory SAFEFYWHERESUCHWORRINCOLEDOR CONCRETE SWILL BE PLACED W A UMFORM MANNER AND 567 VAUXHALL STREET EXTENSION SUITE 311 CONSOUDATEDNPLACE. WATERFORD,CT D6385 PH:(860).663-1697 OM'FRADIALS,BONDS eoNNeenG THEM. VMWALLPOINTSTECH.COM FAX:86o E63-093.3 CONCRETEFOOTNGS3 L-DECASTACANSTLEVEL, ( ) TOL MEET E nALLAL OF THE AMEREBLECODNTS AS EMENTSM COMPACTED•NON-FROZEN BASE SOIL FREE OF STANDING sHgLL [NES BELOW GR40E,ORB INCHES BELOW THE FROBT AND SHALL BE COMPLETELY REMOVED AFTER ITS PURPOSES HAVE wnTea Ew�TEnnEX'cHiwmi�aEco sT"RucnoH ns sooi+flO°F :MIN S FEET= n.+ogn""".nNcsB ER cnoUNDING CONSTRUCTION DOCUMENTS OS POST INSTALLEDANCHORS: PENETUToNS lNTooRlHAoucHa IEDINc,sNELTERLEowPMENT, TRICTURES EKc WHEN MAKING A cPIGATrorvs slwLLlNCLUDETE CENERALSPECPIunorvs ENCLOSURE EXT FNLLs,sH BE GESTRUCTURES.DONOTBONDro"G NO DATE REVISION STR G TE WORK SHALL BE ErT°ovm AND,CR RELOGATEO As EONBPE CABINET.AND SEa.ENC OUNDAT01 INTERNAL REUFORCFNENr. LL eE BAsevoNTHE 28 ELECTRICAL: ALL�o�PMENr GROUPED wgeoMMON AREA wMPouND, 0 06/17/24 FOR RECORD:SPM TOO°ICu°ATA DueIESEDBYTHE_.GG ApPRIgC B.y-E TM¢EsvmIF-ONSE-INCLUDETHEGENE-SPEC61CATINSGROUND. 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OFLADCERTMV TmEwm1FLATWVER VEp SP�NwaRK SHILL BE III.HrtFD TO THE NORMS 26 LIGHTNING PROTECTION, FRILL CABLES wACCORDANCE FROM THE PREME:ES DAavwAry oEMOLrtIO�cmesov'RevEV uIN+°niRHowiFOPwsoNsFASPICATOPAND LUDERusvmPlcAnoNs Ys sHILLe CABLE LADDER S=�BE GGED�EMA CLass,u Br Pw wpusTw¢, SHEET TITLE: DROVED FROM THE SIR:PROMPmDESIGNEDTHE REM(UIGS)SHALL F DUEcrRE RH LLBETAD7+NSOTHATTHEmUll TANDI •µpGMA O CONSTRUCTED IN CONSTPU n Go WITH THE-ST EDTON OF THE PIS. °Ns(rvFlCALLr¢ RrmwAcc°RoarvcE wmH WORK,NO°°"°_OCCUPANTS NDLEDIN AD, NER,HATWILLN°TAFFmTFIRE ONSTRUCTONORMTDTHEREGDIREMEN S°FTYPE2 ��IFTIEw=�.A BC o°aEUUDIHG7T=N�GANEFFEC W-GROUND FORM rDT¢EREDQIREMEN BM,D NOTES& iaLL MSmIin`L DREMovE'gs aPPmPnwTE.ALL 04FCONCRETE EA HANDLED ro AL ouNpAi`a GOES MALLWORIMANSHIRSosi oArOs ro wsuPE SAFEa"°_E.LATE iER3,SAFETY GUARDS.SKiNAGE,ANO SEWRRV AS TMESE SPELiFICATONS DIKALL INCLUDE THE GENERALSTRUOTLRALCONNE= N ALL N Brs,EM. SPECIFICATIONS �D 6PECIFlCATIONS HERBN. 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OCCUPANCY OF THE FINISHED LATEST REMSION �ciaLso mNOmro PRovlDEgcoMMory SHEET NUMBER' DESIGN CONNECTIONS ATBEAMENDSFORKIPS HMINI. sysIEM FOR ALL CONDucrrve ELEMENTS ALL CONCRETE USED SHALL BE 4D00 PSI(28 DAY COMP SHALL BE COMRETED W GH ODUBIE s.ANDPERSONNO.REouIREDFORTHE STRENGT)THE CONCRETE MIX SWILL BE BASED ON UDNO THE 'PALLOOCN WASHERSKSCUTCHOP "S THEN WOm` NO g1O FOLLOWINGMATERWLSANDPARMAETER6 =RACTORSHALLCOMR.YwTR1AWSCODEFDRPROCEDURE3, EDCOPPERSBTc)FORALL DDR3HALLGUARANTEEALLMATERALSAND OR PORTANOCEMEM: ASMC1ED,T1 "`1�LBEo1`� �TY „°Wiz'g��SSES N.-GROUo-Fo�'TAGT°N "RECORD DRAWINGS" WORKKNANFF ONE°YEAR"AFTOiEREACCEPTANCE OF THE INSTALLATION ByBy AGGREGATE. ASTM-S.1 MCH MAX aN,,L+R�TpNPRo<m+,RE3'.ALL WELDING SHALLBE PERFDRMm s;pUCT;I�COPPER"A SYG'TEMBED`NDNGOF M°NAL BASED ON: A�3 WATER" POTABLE BO(I-CTR°°ESAO SHALLCDNFO=%%CMIDDI.1. ELEN, SUCH AS GROUNO EAR M GROUND EAR.I iO AU.-- BED FOF EDBYNCENGEDGDNTRAGTD¢WTME AOMMURE: 6%NCHLORIDE jj'IN�� E E E�Y;•;,ET�N�o F C°PPERGREENGTFANDED°RALLE°MPMENT •SITE OBSERVATIONS MADE ON 05/08/24. DEVwrgN.MODIFICATION,ADICTON,OR CHANCE INDESIGN SLUMP. INCH pAMACEro m.UCYC" ¢EDACOAm HALL BE EPAIRED SEENOTE •NSTALLALLNGROVOeolmueTORS INTE SAME TOR12gTAL •SPECIAL INSPECTION ON 03/27/24. TECHi�!`C7i:E7Glf^MPO AT10' STRUCTURAL ANALYSIS REPORT . 130' SELF-SUPPORTING TOWER PECONIC,NEW_YORK Prepared.for Verizon Wireless Verizon Site:Peconic December 16, 2019 OF NEB co �y`rF0 �782� C�a ESSI �' APT Project#NY1418502150 ❑3 SADDLEBROOK DRIVE KILLINGWORTH,CT 06419 PHONE 860-663-1697 FAX 860-663-0935 0 116 GRANDVIEW ROAD•CONWAY,NH 03818•PHONE 603-496-5853•FAX 603-447-2124 STRUCTURAL ANALYSIS REPORT 130' SELF-SUPPORTING TOWER PECONIC,NEW YORK prepared for Verizon Wireless EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a structural analysis of this 130- foot self-supporting tower. The analysis was performed for Verizon Wireless's proposed replacement of three existing remote radio heads (RRHs) and installation of three new RRHs as detailed below. Our analysis indicates the tower meets the requirements of the New York State Building Code with the proposed equipment changes. Evaluation of the existing base foundations could not be conclusively performed. See narrative herein. Usage values are as follows: Legs 48% Bracing 90% INTRODUCTION: A structural analysis was performed on the above-mentioned communications tower by APT for Verizon Wireless. The tower is located at 41450 Main Road in Peconic,New York. APT previously climbed the structure on December 7, 2015 to record information regarding physical and dimensional properties of the structure and its appurtenances. The tower site was mapped by others on November 11, 2019 for this particular analysis. The analysis also utilized a structural analysis by KM Consulting Engineers, Inc., KMCE Project #090507.00 .Revision 4 dated August 25, 2010, and proposed equipment changes proposed by Verizon Wireless. The analysis was performed in accordance with the New York State Building Code and TIA- 222 using the following antenna inventory(proposed equipment shown in bold text): All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Self-Supporting Tower, Peconic, NY Page 2 Verizon Site:Peconic APT Job ANY1418502150 Antenna Elev. Mount Coax. SP2-5 microwave dish 135' Pipe mount 5/8" (2)VHLP211 W-RR1C microwave dishes 134'-6" Pipe mount (2)3/8" 8' omnidirectional whip 133' Pipe mount 7/8" 20' omnidirectional whip 132' Pipe mount 7/8" (9)NNHH-65A-R4 panels, (12)RRHs, "squid"D-box 128' (3) 10' sector mounts (2) 5/8" power, fiber (3)LNX-6515DS &(6)AIR 21 B2A-B4P panels, (3)TMAs, 117' (3) 14' sector mounts (12) 1-1/4" 3)RRUS-11 B12 RRHs (6) SBNHH-ID65B &(3)DBXNH-8585B panels, 100' (3) 15' sector mounts (6)7/8", (3) (3)B13 RRH4x30 RRHs, (3)AirScale RRH B2/B66a 1-1/4" 320W AHFIC RRHs, (3)AirScale RRH B5B13 320W hybrid, 1/2" AHBCC RRHs, (3)Raycap RDC-3315-PF-48 J-boxes, 8' yagi, (4)20' omni whips(2 inv.), GPS 1 5'yagi 93' Leg 7/8" Vacant mounts 89.5' (3) 12' sector mounts N.A. 3' omnidirectional whip, 5' omnidirectional whip, SG401- 79' On sector mount below (4) 1/2" SFISNF omnidirectional whip,BA1012-1 omnidirectional whip (2)3' yagi, 2' yagi 75' 12' sector mount (2) 1/2", 7/8" Andrew DB404-B(5' 4-bay dipole) 76' 3' sidearm 7/8" 1' square panel 74' Leg Cat5e Andrew DB404-B (5' 4-bay dipole) 62' 3' sidearm 7/8" Vacant mounts 39.5' 2' sidearm N.A. 1 Currently installed—six SBNHH-1D65B&three DBXNH-8585B panel antennas, three B 13 RRH4x30 RRHs,three B66a RRH4x45 RRHs,three Raycap RDC-3315-PF-48 junction boxes, one 8' yagi and four 20' omni whips(2 inv.)fed by six 7/8", three hybrid lines and one 1/2". STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with the New York State Building Code and TIA-222, Revision G (TIA), Structural Standard for Antenna Supporting Structures and Antennas. All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Self-Supporting Tower, Peconic, NY Page 3 Verizon Site:Peconic APT Job #NY1418502150 The analysis was conducted using a 3-second gust wind speed of 136 miles per hour with no ice and 50-mph with %" radial ice in accordance with the TIA-222-G standard for Suffolk County,New York. The following additional design criteria were used: Structure Class: II Topographic Category: 1 Exposure Category: C Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with antenna changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Elevation Les Bracing 110'-130' 15% 26% 90'-110, 31% 55% 70'-90' 35% 45% 50'-70' 48% 58% 30'-50' 48% 38% 10'-30' 43% 74% 0'-10' 46% 90% Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or construction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. Factored base reactions imposed with the equipment changes were calculated as follows: Compression: 276.1 kips Uplift: -239.2 kips Shear: 29.9 kips Overturning Moment: 3902 ft-kips All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 Verizon Wireless December 16, 2019 130'Self-Supporting Tower, Peconic, NY Page 4 Verizon Site:Peconic APT Job #NY1418502150 CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates that the 130-foot self-supporting tower located at 41450 Main Road in Peconic, New York meets the requirements of the New York State Building Code with Verizon Wireless's proposed equipment changes. Evaluation of the existing base foundations could not be conclusively performed, as detailed information on their design or construction was not available to APT. If the foundation reinforcement specified in the KM Consulting Engineers August 25, 2010 structural analysis report was completed the foundations are adequate for the proposed changes. LIMITATIONS: This report is based on the following: 1. Tower is properly installed and maintained. 2. All members are in an undeteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition. 6. All tower members were properly designed, detailed, fabricated, and installed and have been properly maintained since erection. All-Points Technology Corporation, P.C. (APT) is not responsible for modifications completed prior to or hereafter which APT is not or was not directly involved. Modifications include but are not limited to: 1. Replacing or strengthening bracing members. 2. Reinforcing vertical members in any manner. 3. Adding or relocating torque arms or guys. 4. Installing antenna mounting gates or sidearms. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which is contrary to that which is contained herein, or you are aware of any defects arising from the original design, material, fabrication and erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation, or conclusion not expressly stated herein. All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 Appendix A Tower Schematic 014 DESIGNED APPURTENANCE LOADING TYPE ELEVATION " TYPE ELEVATION 130.0 ft: VA 1/2"Pipe Mount 130 ALU B13 RRH4)00 w/bracket(VzW) 100_ SA 1/2"Pipe Mount 130 ALU B13 RRH4)60 w/bracket(VzW)- 100 5'x4 112"Pipe Moum 130 ALU B13 RRH4x30 w/bmckef(VzW) 100 8'x 1"omni whip 130.'. AirScale RRH B2B66a 320W AHFIC 100 S'x4 1/2"Pipe Mount 130. (VzW Proposed)' m 20'x2"omdwhip 130 AirScate'RRH 82IB66a 320WAHFIC� 100 ' d(3) (VzW proposed) 5'x41/2"Pipe Mount 130 AirScale'RRH B2B66a 320WAHFIC 100. 2'dish with radome :�. 130 (VzW proposed) " P'dish Mth'radome 130 t0 Radiowaves SP2-2/5 130. AirScale RRH B5B13 320W AHBCC 100 (VzW proposed) :. . (4)Ericsson RRUS-11 B12(ATI) 128 .AirScale RRH BSB13 320W AHBCC. 100 (4)Edcsson RRUS-11 B12(ATY) 128 (VzW proposed) (4)Ericsson RRUS-11 B12(ATI) ". 126 AirScale RRH B5B13 320W AHBCC. 100 rn Rayeap DC6-48.60.18-8F squid'(AU) 128 .. (VzW proposed). 19 sector mount(AT) ,128 Raycap RDC-3315-PF-48 J-boz(VzW) 100 N : 10'sector moum(ATT) 128 Raycap RDC3315-PF-48J-boz(VzW) 100 P. 10'sector moum(ATI) 128' .. Raycap RDC-3315-PF-48J-box(VzW)"100 NJIM (3)NNHH-65A-R4(ATI) :" 128 (2)SBNHH-1D65B(VzW) 100 (3)NNHHa5A-R4(ATI) .' 128 15'sector mount(VzW) 100 - (3)NNHH-65A-R4(ATI) 128 -- 16 sector mount(VzW) 100 20'x2.5"omni whip(VzWj 122-100 15'sector mount(Vz" 100 ' 20'x25'omni whip(VzW) 922-102 (2)SBNHH-1 D65B(VZVV) ." 100 z :z : (2)AIR 21 B2A B4P pane Mobile 117 20'x2.5"omni whip N P Cr-Mobile) P Nzvv) "100-80':." o Ericsson RRUS-it Cr-Mobile) 117 20'x2.5'omni whip(VzW) 100-80 _ Edcsson RRUS-11(T-Mobile) 117 5'.Yagi:'- 93 n Ericsson RRUS-11(T-Mobile) 117 12'T-frame sector mm(vacant mount) 89.5 : I KRY 112 7 1/2 TMA(T-Mobile) 117 12'T-frame sector mm(vacant mount) 89.5 ft `4 : KRY 1127.1/2 TMA(T-Mobile) 117. 12'T-frame sector mm(vacant mourn 89.5 - - U KRY11271/2TMA(LMobile):. 117 5'x1"omniwhip 84-79 °i 14'sector mount(T-Mobile), 117 BA1012-1 ornrd 83=49� 14'sector mount(T-Mobile) 117 3'x1"ommwhip 82-79: m 14'sector mount(T-Mobile) 117 SG401-SFiSNF. 81-79 ., 70.0 ft (2)AIR:21 82A B4P panel(r-Mobile) 117' D6404 76 (2)AIR 21 B2A B4P panel(T-Mobile). 117 3'sideann 76 WX-6515DS-T4M(T-Mobile) 117 12'T-frame sector mrd 75.5 n ¢ _ WX-6515DS-T4M Cr-Mobile) 117 3'Yagi:. 75. - < WX-6515DS-T4M(r-Mobile) 117 ... 3'Yagi 75 a, GPS on 3'standoff(VzW) .106 2'yagi 75 ` (o 8'Yagi(VzW). .102 1'square panel - 74 (2)SBNHH-i D65B(VzM 100 3'sideartn. ..62 ' 4 _ DBXNH-8585E-vrm(vzW) 100 DB404 162 Z DBXNH-8585B-VTM(Vzvv) : 100 2'sidearm 39.5, .. ... DBXNH-8585E-VTM(VzW) 1100 50.0It c N n 30.o.ft NJ �1 v re N 10.0ft - - 0 n C 0.0 ft. N: 9 LO v v o u P u1°, All-Points Technology Corp.,P.Clob: 130'Self-Supporting Tower 116 Grandview Road Project:NY1418502150 Peconic Conway, NH 03818 client:Verizon Wireless Drawn by:Rob Adair App'd: Phone:(603)496-5853 code: TIA-222-G Date:12116/19 Scale: NTS FAX:603 447-2124 Path:zsn".mNom"an,zv.r."uFwnanreaoov.�wwnarasouov."�", DwgNo.E_1 MATERIAL STRENGTH. . 130.0 ft. GRADE F Fu GRADE F Fu A572-50 50 ksi 65 ksl A36 : 36 ksi 158 ksi sn b 110.0ft MO ff N J u) N � ry U) U). J � N � N Q Q Q V in d Z 50.0 ft N N ALL REACTIONS ARE FACTORED c 0 MAX.CORNER REACTIONS AT BASE: DOWN. 276100lb SHEAR: 29901 lb UPLIFT: -239177lb 30.0 ft SHEAR 26510 lb AXIAL 106976Ib K> D SHEAR MOMENT 12605/b 984185/b-ft TORQUE 1261 lb-ft It 50 mph WIND-0.7500 in ICE 10.o n AXIAL 48698 lb P SHEAR MOMENT 48503/b_L�� 3901665/b-ft 0.0 n TORQUE 8324lb-ft N REACTIONS-105 mph WIND m m v v 1 A a y J J ❑ ❑ F 2 S LL 2t All-Points Technology Corp.,P.0 °b 130'Self-Supporting Tower 116 Grandview Road Project:NY1418502150 Peconic Conway, NH 03818 nerd:Vedzon Wireless Drawn by:Rob Adair APFd• Phone:(603)496-5853 Code: TIA-22.2-G Date:12/16/19 scale: NTS FAX:603 447-2124 Path:n—rnr.un.�Wv -LhW-LM4mr—~418sozuoP—J DWg No.E-1 Appendix B Calculations . . . Job q qPage . . 130'-Self-Supporting Tower 1 of 12 All Points Technology Corp.,. Project Date p C NY1418502150 Peconic 1 12:13:26 12/16/1.9.. . 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.-603)447-2124 7 RobAdair.. To tter. In u JE ata; - 'The main tower is a 3x free standing tower with an overall height of 130.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 17.33 ft at the base. This tower•is designed using the;TIA-222-G standard. . The following design criteria:apply: ASCE 740 Wind-Data is used(wind speeds converted to nominal values). Basic wind speed of 105 mph. Ultimate wind speed of 136 mph. Structure Class IL: Exposure Category C. Topographic Category 1, Crest Height 0.00 ft, Nominal ice thiclaiess of 0.7500 in: Ice thickness is considered to.increase With height. Ice deiisity of 56 pcf. A wind speed of 50.mph is used in combination with ice.' Temperature drop of 50 7. Deflections calculated using a wind speed.of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads;feed line supports,and:appurtenance mounts are not considered. Wind 18o q. .t Lea A 7 Wind 90 . �cj o�� Leg C Z :::Leg B Face C Wind Normal Triangular Tower Job Page tn. TvWe.r 130' Self-Supporting Tower 2. of 12 All-Points Technology Corp.; Project Date p C NY1418502150 Peconic 12:13:26 12/16/1.9 116 Grandview Road Comvay,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless ., FAX..-603)447-2124 Rob Adair. Tower_Sec- ion •Geometr Tower Tower Assembly Description. Section Number Section Section Elevation Database Width of Length Sections ft t f TI 130.00-110.00 4.00 1 20.00 T2 110;00-90.00 6.05 1 20.00 T3 90.00-70.00 8.10- 1 20.00 T4, 70.00-50.00 . 10.15 1 20.00 T5. 50.00730.00 12.21 1 20.00 T6 30.00-10.00 14;26 1 . 20.00 T7 10.00-0:00 -16.31 I 10.00 Tower Tower Diagonal Bracing Has Has. Top Girt Bottom Girt Section' Elevation Spacing Type KBrace Horizontals Offset a Offset End ft: f Panels in in Tl 130.00-110.00 5.00. X Brace No Steps 10.0000 0.0000 T2 110.00-90.00 6.67' X Brace No Steps 0.0060 0.0000 T3 90.00-70.00 6.67 X Brace No Steps 0.0000 0.0000 T4 70.00-50.00 6.67 X Brace No Steps 0.0000 0.0000 TS 50.0040.00 5.00 Double K No Steps 0.0000 0.0600 T6 30.60-10.00 5.00 Double K No Steps 0.0000 0.0000 T7 10.06-0.00 5.00 Double K No Steps 0.0000 0.0000 Tower .Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade - 'Type Size Grade ft Tl 130.00-110.00 Solid Round 3 A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T2 110.00-90.00 Solid Round 3 1/2 A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi). . (36 ksi) T3 90.00-70.00 Solid Round 4 A572-50 . Equal Angle L3x3x3/16 A36 (50 ksi) (36 ksi) T4 70.00-501.00 Solid Round 4 A572-50 Equal Angle L3x3x3/16 A36 (50 ksi) (36.ksi) T5 50.00-30.00 Solid Round 4 A572-50 Double Equal 2L2 1/2x2 1/20/16 A36.. (50 ksi) Angle (36 ksi) T6 30.00-10.06 Solid Round 4 1/2 A572-50 Double Equal 21,2 1/2x2 1/2x3/16 A36 (50 ksi) Angle (36 ksi) T7 10'.00-0.00 Solid Round 4 1/2 A572-50 Double Equal 21,2 1/2x2 1/20/16 A36 (50 ksi) Angle (36 ksi) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade f Tl 130.00-110.00 Equal Angle L2x2xl/8 A36 Solid Round A36 (36 ksi) r (36 ksi) Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade. Type Size Grade Mid ft Giris T5 50.00-30.00 None Flat Bar A36 Equal Angle L2 1/2x2 1/20/16 A36 (36 ksi) (36 ksi) T6 30.00-10.00 None Flat Bar A36 Equal Angle L2 1/2x2 1/2x3/16 A36 (36 ksi) (36 ksi) T710.00-0.00 None Flat Bar A36 Equal Angle L2 1/2x2 1/2x3/16 A36 Job Page WxTowier 130' Self-Supporting Tower 3 of 12 All-Points Technology Corp., Project Date P.C. NY1418502160 Peconic 12:13:26 12/16/1.9 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 VeriZon Wireless FAX:603)447-2124 Rob Adair Tower No. Mid Girt Mid Girt Mid Girt Horizontal . Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid _ ft Girts (36 ksi) (36 ksi) Tower:Section_Geomet .: cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation' Horizontal Type Size Horizontal Type Grade Grade ft T5 50.00-30.00 Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T6 30.00-10.00 Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) a (36 ksi) T7 10.00-0.00 Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle. . . Elevation Area Thickness Af Factor Stitch Bolt .Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing ft jr' in Diagonals Horizontals Redundants in in to T1 0.00 0.0000 A36 1 I 1- 36.0000 36.0000 36.0000 130.0.0-110.00 (36 ksi) T2 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 110.00-90.00 (36:ksi) T3 90.00-70.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 360000 (36 ksi) T4 70.00-50.00 0.00 0.0000 A36 I 1 1 36.0000 36.0000 36.0000 (36 ksi) T5 50.00-30.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36:0000 (36.ksi) T6 30.00-10.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) T.710.00-0.00 0.00 0.0600 A36 1 1 1 36.0000 36.0000 36.0060 (36 ksi) K Factorsl' Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K. K Brace Brace Diags Hori_. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T I No No 1 1 1 1 1 1 1 I 130.00-110.00 I 1 1 1 1 1 I T2 No No 1 1 1 1 1 1 I 1 110.00-90.00 1 1 1 1 1 1 1 T3 No No 1 1 1 1 1 1 1 1 90.00-70.00 1 I 1 1 1 1 1 T4 No No 1 1 1 1 1 1 1 1 70.00-50.00 1 1 1 1 1 1 1 T5 No No 1 1 1 1 I 1 1 1 50.00-30.00 1 I 1 1 1 1 1 T6 No No 1 1 1 1 1 1 1 I 30.00-10.00 1 1 1 1 1 I 1 T710.00-0.00 No No 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 Job Page -1 to uver 130' Self-Supporting Tower 4 of 12 All-Points Technology Corp., Project Date . p C :NY1418502150 Peconic 12:13:26 12/16/19 . 116 Grandview Road Comvay,"NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.•603)447-2124 Rob Adair: 'Note:Kfactors are applied to member segment lengths.K braces without inner supporting members will have the Kfactor in the-out-of-plane direction applied.to. the overall length. Tower•:Secton Geometr . cont'd), Totiver Leg Diagonal Top Girt Bouom.Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in - in in TI 0.0000 1 0.0000 0.75- 0.0000 0.75 . .0i0000 035. 0.0000 0.75 6.0000 0.75 0.0000 0.75 130.007110.00 T2 0.0000 1 0.0000 0.75 0.0000 0.75 . 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 110.00-90.00 T3 90.00-70.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 : 0.75 0.0000 0.75 6.0000 0.75 0.0000 0.75 T4 70.00-50.00 0.0600 1 0.0000 0.75. 0,0000 0.75 010000: 0.75 0.0000 6.75 0.0000 0.75 0.0000 0.75 T5 50.00-30.00 0.0000 1 0.0600 0.75 0.0000 0.75 _0.0000 0.75 0.0000 0.75 0.0000 _0.75 0.0000 0.75 T6 30.60-10:00 0.0000 1 0.0000 0.75 0.0000 0.75- 0.0000 0.75. 0.0000 0.75 0.0000 0.75 0.0000 0.75 T710.00-0.00 0.0000 1 0.0000 0.75 0.0000 0.15 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0:75 Totiver Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type . Bolt Size No.. Bolt Size No. Bolt Size No.. Bolt Size No. Bolt Size No. Bolt Size No. Bolt,Size : No. in in. in in in in in T1 Flange 0.7500 :6. 0.7500 1 0.6250 F 6.6250 0 0.6250 0 0.6250 :0 0.6250 0 130.00-110.00 A325N : A325N A325N A325N A325N A325N: A325N T2 Flange 1.0060 . . 6 0.7500 1 0.6250 0 0.6250 - 0 .0.6250 0 6.6250 ' .0 0.6250 .0 110.00-90.00 A325N A325N A325N -A325N A325N A325N A325N T3 90.00-70.00 Flange 1.0000 6 0.7560 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 ' 0.6250 0 A325N A325N A325N A325N A325N A325N A32514 ' T4 70.00=50,.00 Flange 1.1250 6 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 •_0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 50.00-30.00 Flange 1.1250 6 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250' 0 0.6250 _ 0 A325N A325N A325N A325N A325N A325N A325N T6.30.00-10.00 Flange 1.2500 6 0:6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0:6250 0 A325N A325N A325N A325N A325N A325N. A325N T710.00-0.00 Flange 2.0060 6 0.6250 1 0.6250 0 0.6250 A 0.6250 0 0.6250 0 0.6250 .0 A325N A325N A325N A325N A325N A325N A325N Feet! Line/Linear A ' urtenances -;Enteted-As Round Oi Flat Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or .Shield From Type Offset Offset Per Spacing Diameter Leg Torque fl in (Frac F99 Row in in in Ar Calculation 3/8"safety A No No Ar(CaAa) 130.00- 4.0000 0 1 1 0.3750 0.3750 0.22 cable 0.00 Climbing A No No Af(CaAa) 130.00- 0.0000 0 1 1 3.0000 3.0000 7.90 Ladder 0.00 5/8 B No No Ar(CaAa) 130.00- 0.0000 0.09 1 1 0.6250 0.6250 0.40 8.00 3/8 B No No Ar(CaAa) 130.00- 0.0000 0.09 2 2 0.4400 0.4400 0.08. 8.00 7/8 B No No Ar(CaAa) 130.00- 0.0000 -6.05 1 1 1.1100 1.1100 0.54 8.00 Job Page 130'Self-Supporting Tower 5 of 12 All-Points Technology Corp., Project Date p C NY1418502150 Peconic 12:13:26 12/16/19:. 116 Grandview Road 6. Conway,NH03818 Client Designed by Phone:(603)496-5853 VeriZon Wireless FAX.-603)447-2124 Rob Adair Description Face Alloiv Exclude.. Component Placement Face Lateral # # Clear' Width or Perimeter Weight or Shield From Type Offset Offset -Per Spacing Diameter, Leg Torque :: ..ft in (Frac FW) Roiv in in in A, Calculation 7/8 B No No Ar(CaAa) . 130.00- 0.0000 -0.08 I 1 1.1100: 1.1100 0.54 8.00 1 IA" C No No Ar(CaAa) 117.00- -2.0000 -0.3 12 : 6 0.7500 1.5500 0.66 (T-Mobile) 8.00 7/8 A No No Ar(CaAa)' .100.00- 0.0000 -0.35 8 8 1.1100 1:1100 0.54 (VzW) 8.00 5/8 power, A No No At(CaAa) 128.00-, 0,0000 0.22 2 2 0:6450 0:0000 0.40 (AT&T) 8.00. 2"conduit A No No Ar(CaAa) 128.00'- 0.0000 0.22 1 1 2.0000 2,0000 . 2.00 (AT&T) 8.00 . 5/16" A No No Ar(CaAa) 128.00- 0.0060 0.22 1 1 0.3125 0.0000 0.25 . Fiberoptic 8.00 cable. 7/8 C No No At(CaAa), .62.00:8.00 0.0000 -0.28 1 1 1.1100 ..1.1100 0.54.. 7/8 B No No At(CaAa) 93.00-8.00 0.0000 0.08 1 1 1.1100 1.1100 0.54 Cat 5e B No No At(CaAa) 74.00-8.00 0.0000 0.08 1 1 0.3125 0,3125 0.02 . 7/8 B No No Ar(CaAa) 75.00-8.00 0.0000 0.08 1 1 1.1100 1.1100 1100 0.54 1/2 B No No Ar(CaAa) 75.00-8:00 0.0000 0.08 2 2 0.5800 0.5800 0.25 1/2 B No No At(CaAa), 79.00-8.00 0.0000 0.08 4 4 0.5800 0.5800 0.25 Feedline A No No Af(CaAa) 100.00- 0.0000 0.35 1 1 3.0000 3:0000 8.40 Ladder(Af) 8.00 Feedline, B No No Af(CaAa) 130.00- 0.0000 0 1 . . 1 3.0000 3.0000 8.40 Ladder(Afl 8.00 Feedline C No No Af(CaAa) 115.00- 0.0000 -0.3 1 -1 3.0000 3.0000 8.40 Ladder(Af 8.00 Feedline C No No Af(CaAa) 130.00- 0.0000 0 1 1 3.0000 3.0000 8.40 Ladder(Af) -8.00 Feedline C No No : Af(CaAa) 90.00-8.00 0.0000 0.15 1 1 3.0000 3.0000 8.40 Ladder(M Discretle Towelr.:Loads Description Face' Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft f fF ft' la ft t 5'x4 1/2"Pipe Mount A None 0.0000 130.00 No Ice 1.39 1.39 53.90 1/2"Ice 2.08 2.08 69.94 1"Ice 2.40 2.40 89.65 5'x4 1/2"Pipe Mount B None 0.0000 130.00 No Ice 1.39 1.39 53.90 1/2"Ice 2.08 2.08 69.94 - 1"Ice 2.40 2.40 89.65 5'x4 1/2"Pipe Mount C None 0.0000 130.00 No Ice 1.39 1.39 53.90 1/2"Ice 2.08 2.08 69.94 1"Ice 2.40 2.40 89.65 8'x 1"omni whip B From Face 0.50 0.0000 130.00 No Ice 0.80 0.80 30.00 0.00 1/2"Ice 1.62 1.62 37.43 3.00 1"Ice 2.45 2.45 50.01 5'x4 1/2"Pipe Mount B None 0.0000 130.00 No Ice 1.39 1.39 53.90 1/2"Ice 2.08 2.08 69.94 1"Ice 2.40 2.40 89.65 20'x 2"omni whip A From Face 0.50 0.0000 130.00 No Ice 4.00 4.00 45.00 0.00 1/2"Ice 6.03 6.03 75.77 2.00 1"Ice 8.07 8.07 119.12 Job Page r 130'Self-Supporting Tower 6 of 12 All-Points Technology Corp.; Project Date P C NY1418502150 Peco.nic 12:13:26 12/16/1.9 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.•603)447-2124 Rob Adair- Description Face Offset Offsets: Azimuth Placement CAAA' CAA _: Weight or Type Hor: Adjustment Front Side Leg Lateral Vert ft ft Ic ftz 1b : ft ft 5'x4 1/2"Pipe Mount A None 0.0000 130.00 No Ice 1.39 1.39 53.90 1/2"Ice 2.08 2.08 69.94 I"Ice 2.40• 2.40 89.65 (3)NNHH-65A-R4 A From Face 3.00 0.0000 128.00 No Ice 9.09 4.18. 67.20 (AT&T) 0.00 1/2"Ice 9.49 4.52 : 123.70 . . . .. 0.00 I"Ice 9.90 4.87 185.73 (3)NNHH-65A-R4 B From Face 3.00 0.0000 128.00 No Ice 9.09. 4.18 67.20 (AT&T) 0.00 1/2"Ice .9.49 4.52 123.76 0.00 1"Ice 9.90 4.87 .185.73 . (3)NNHH-65A-R4 C From Face 3.00 0.0000 128.00 No Ice 9.09 4.18 67.20 (AT&T) 0.06 1/2"Ice 9.49 4.52 123.70 .0.00 1"Ice 9.90. 4.87 185.73 . . (4)Ericsson RRUS-I l B 12 A From Face 1.50 0.0000 128.00 No Ice 2.79 1.02 55.00 (AT&T) 0.00 1/2"Ice 3.00 1.16 75.86 0.00 1"Ice 3.21 1.30 99.77 (4)EricssonRRUS-11 BI2 B From Face 1.50 0.0000 128.00 No Ice 2.79 1.02 55.00 (AT&T) 0.00 I/2"Ice 3.00 1.16 75.86 0.00 1"Ice 3.21 1.30 99.7.7 (4)Ericsson RRUS-I 1 B12 C From Face 1.50 0.0000 128.00 No Ice 2.79. 1.02 55.00 (AT&T) 0.00 1/2"Ice 3.00 1.16 75.86 0.00 l"Ice 3.21 1.30 99.77 Raycap DC6-48-60-18-8F C None 0.0000 128.00 No Ice 0.74 0.74 30.00 squid 1/2"Ice 1.20 1.20 44.34. (AT&T) 1"Ice 1.37 1.37 60.93 . 10'sector mount A None 0.0006 128.00 No Ice 7.58 3.79 300.66 (AT&T) 1/2"Ice 10.73 5.36 . 350.00 V Ice 13.88 6.94 425.00 I sector mount B None 0.0000 128.00 No Ice 7.58 3.79 300.00 (AT&T) 1/2"Ice 10.73 5.36 350106 I"Ice 13.88 6.94 425.00 10'sector mount C. -None 0.0000 128.00 No Ice 7.58 3.79 300.00 (AT&T) 1/2"•Ice 10.73 5.36 350.00 I"Ice 13.88 6.94 425.00 LNX-6515DS-T4M A From Face 3.00 0.0000 117.00 No Ice 1 L39 7.66 50.00: (T-Mobile) 0.00 1/2"Ice 12.01 8.25 115.61 0.00 I"Ice 12.63 8.84 188.87 LNX-6515DS-T4M B From Face 3.00 0.0000 117.00 No Ice 11.39 7.66 50.00 (T-Mobile) 0.00 1/2"Ice 12.01 8.25 115.61 0.00 P Ice 12.63 8.84 188.87 LNX-6515DS-T4M C From Face: 3.00 0.0000 117.00 No Ice 11.39 7.66 50.00 (T-Mobile) 0.00 1/2"Ice 12.01 8.25 115.61 0.00 1"Ice 12.63 8.84 188.87 (2)AIR 21 B2A B4P panel A From Face 2.00 0:0000 117.00 No Ice 6.09 4.31 95.00 (T-Mobile) 0.00 1/2"Ice 6.46 4.66 136.89 0.00 I"Ice 6.84. 5.02 183.90 (2)AIR 21 132A 134P panel B From Face 2.00 0.0000 117.00 No Ice 6.09 4.31 95.00 (T-Mobile) 0.00 1/2"Ice 6.46 .4.66 136.89 0.00 1"Ice 6.84 5.02 183.90 (2)AIR 21 B2A B4P panel C From Face 2.00 0.0000 117.00 No Ice 6.09 4.31 95.00 (T-Mobile) 0.00 I/2"Ice 6.46 4.66 136.89 0.00 P Ice 6.84 5.02 183.90 Ericsson RRUS-I I A From Face 3.00 0.0000 117.00 No Ice 2.79 1.02 55.00 (T-Mobile) 0.00 1/2"Ice 3.00 1.16 75.86 0.00 1"Ice 3.21 1.30 99.77 Ericsson RRUS-I I B From Face 3.00 0.0000 117.00 No Ice 2.79 1.02 55.00 (T-Mobile) 0.00 1/2"Ice 3.00 1.16 75.86 0.00 1"Ice 3.21 1.30 99.77 Job Page 130'Self=Supporting Tower 7 of 12 All-Points Technology Corp.,. Project Date p C NY1418502150 Peconic . _ . 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.-603)447-2124 Rob Adair, Description Face Offset Offsets: Azimuth Placement CAAA Cy4A Weight ' or Type Horz Adjustment Front Side Leg. Lateral Vert ft ft fr ft: 16 f ft Ericsson RRUS-1 I C.'. From Face 3.00 0.0000 117.00 No Ice 2.79 1.02 55.00 (T-Mobile) 0.06 1/2"Ice 3.00 1.16 75.86 6.00 1"Ice 3.21 1.30 99.77 KRY 112 7 1/2 TMA A From Face 3.00• 0.0000 117.00. No Ice 10.63" 0.39 _ 15.00 (T-Mobile) 0.00 1/2".Ice 0.74 0.48 20.32 0.00 1"Ice 0.85 0.58 27.27 KRY 11.2 7 1/2 TMA 'B From Face 3.00 0.0000 117.00 No Ice 0.63 0.39 15.00 (T-Mobile) . 0.00 1/2"Ice .0.74 0.48 20.32 0.00 P Ice. 0.85. 0.58 27.27 KRY I Ii 7 1/2 TMA C From Face 3.00 0.0000 117.00 No Ice 0.63 0.39 15.00 (T.-Mobile) 0.00 1/2"Ice 0.74 0.48 20.32 0.00 1"Ice 0.85. - 6.58 27.27 14'sector mount A None 0.0000 117.00 No Ice 10.80 5.40 475.06' (T-Mobile) 1/2"Ice 12.38 6.19 700'00 . V Ice 13.88 6.94 950.00 14'sector mount B None 0.0000 117.00 No Ice 10.80 5.40 475.00 (T-Mobile) 1/2"Ice 12.38 6.19 700.00 V Ice 13.88 6.94 950.00 14'sector.mount C None 0.0000 117.00 No Ice 10.80 5.40 475.00 (T-Mobile) 1/2"Ice 12.38 6.19 . 700.00 1'Ice 13.88 6.94 950.00 20'x2:5"omni whip B From Face 3.00 0.0000 122.00-100.00 No Ice 5.00 5.00 50.00 (VzW) 0.00 1/2"Ice 7.03 7.03 86.96. 0.00 V Ice' 9.07 9.07 136:55 8'Yagi B From Face 3.00 0.0000 102.00. No Ice 2.40 0.07 .• 60.00 (VzW) 0.00 1/T'Ice 2.95 0.11 82.30 0.00 - 1".Ice 3.51 0.16 . 111.40 20'x 2.5"omni whip C From Face 3.00 0.0000 122.00-102.00 No Ice 5.00 5.00 50.00 (VzW) 0.00 1/2"Ice 7.03 7.03 86.96 U0 V Ice" 9.07- 9.07 136.55 20'x,2.5"omni whip A. From Face 3.00 0.0000 80.00-100.00 No Ice 5.00 5.00 50.00 (VzW) 0.00 1/2"Ice 7.03 7.03 86.96 0.00 1"Ice 9.07, 9.07 136.55 20'x 2.5"omni whip C From Face 3.00 0.0000 .86.00-100.00 No Ice .5.00 5.00 50.00 (VzW) 0.00 1/2"Ice . :7.03 7.03 86.96 .. 0.00 :V Ice 9.07 9.07 136.55 (2)SBNHH-ID65B A From Face 3.00 .0.0000 100.00 No Ice 8.08 5.34 45.00 (VzW) 0.06 1/2"Ice 8.53 5.79 95.05 0.00 V Ice 9.00 6.26 151.20 (2)SBNHH4D65B B From Face 3.00 0.0000 100.00 No Ice 8.68 5.34 45.00' (VzW) 0.00 I/2"Ice 8.53 5.79 _ 95.65 0.00 1"Ice 9.00 6.26 151.20 (2)SBNHH-1D65B C From Face 3.00 0.0000 100.00 No Ice 8.08 5.34 45.00 (VzW) 0.00 1/2"Ice 8.53 5.79 95.05 0.00 V Ice 9.00 6.26 151.20 DBXNH-8585B-VTM A From Face 3.00 0.0000 100.00 No Ice 8.15 5.41 50.00 (VzW) 0.00 1/2"Ice 8.61 5.86 100.38 0.00 1"Ice 9.07 6.33 156.89 DBXNH-8585B-VTM B From Face 3.00 0.0000 100.00 No Ice 8.15 5.41 50.00- (VzW) 0.00 1/2"Ice 8.61 5.86 100.38 0.00 V Ice 9.07 6.33 156.89 DBXNH-8585B-VTM C From Face 3.00 0.0000 100.00 No Ice 8.15 5.41 50.00 (VzW) 0.00 1/2"Ice 8.61 5.86 100.38 0.00 V Ice 9.07 6.33 156.89 ALU B13 RRH4x30 A From Face 3.00 0.0000 100.00 No Ice 2.16 1.80 60.00 w/bracket 0.00 1/2"Ice 2.35 1.98 80.73 (VzW) 0.00 P Ice 2.55 2.17 104.49 Job Page � xTower 130'Self-Supporting Tower 8 of 12 All-Points Technology Corp., Project Date P.C NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.-603)447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement CAAA CaAl Weight or Type Hor_ :Adjustment Front Side Leg" Lateral Yert ft o ft ft' ft, 16 ft t ALU B13 RRH4x30 B.' From Face 3.00 0.0000 100.00 No Ice 2.16 1.80 60.00 w/bracket 0.00 1/2"Ice 2.35 1.98 80.73 (VzW) 0.00 1"Ice 2.55 2.17 104.44 " ALU B13 RRH4x30 C From Face 3.00 0.0000 100.00 No Ice 2.16 1.80 60.00 W/bracket 0.00 1/2"Ice 2.35 1.98 80.73 (VzW) 0.00 I'Ice 2.55 2.17 104.49 AirScale RRH 132/1366a" A From Face 3:00 0.0000 100.00 No Ice 2.22 1.33 80.00 320W AHFIC .0.00 w 1/2"Ice 2.41 1.49 97.84 (VzW proposed) . 0.00 1"Ice. 2.61: 1.66 1.18.55" AirScale RRH B2B66a B From Face 3.00 0.0000 100.00 No Ice 2.22 1.33 80.00 320W AHFIC 0.00 1/2"Ice 2.41 1.40 97.84 (VzW proposed) 0.00 V Ice. 2.61 1.66 118.55 . . AirScale RRH B2B66a C From Face 3.00 0.0000 100.00 No Ice 2.22 1.33 80.00 320W AHFIC 0.00 1/2"Ice 2.41 1.49 97.84 (VzW proposed) 0.00 1"Ice 2.61 1.66 118.55 AirScale RRH B5B13 320W A From Face 3.06 0.0000 100.00 No Ice 2.22 1.38 85.00 AHBCC 0.00 1/2"Ice 2.41 1.54 103.18 (VzW proposed) 0.00 1"Ice 2.61: 1.71 124.25 AirScale RRH 135B13 320W B From Face 3.00 0.0000 100.00 No Ice 2.22 1.38 85.00 AHBCC 0.00 1/2"Ice 2.41 1.54 103.18 (VzW proposed) 0.00 1"Ice 2.61 1.71 124.25 AirScale RM B5B13 320W C From Face 3.00 0.0000 100.00 No Ice 2.22 1.38 85.00 AHBCC 0.00 1/2"Ice. 2.41 1.54 103.18 (VzW proposed) . 0.00 qV Ice 2.61 1.71 124.25 Raycap RDC-33 H-PF-48 A None 0.0000 100.00 No Ice 2.51 1.64 30.00 J-box 1/2"Ice 2.71 1.81 52.86 (VzW) 1'-'Ice 2.91 1.98 78.84 Raycap RDC-3315-PF-48 B None 0.0000 100.06 No Ice 2.51 1.64 30.00 J-box 1/2"Ice 231 1.81 52.86 (VzW) V Ice 2.91 1.98 78.84 Raycap RDC-3315-PF-48 C None 0.0000 100.00 No Ice 2.51 1.64 30.00 J-box 1/2"Ice 2.71 -1.81 52.86 (VZW) V Ice 2.91 1.98 78.84 GPS on T standoff C None 0.0000 106.00 No Ice 0.60 0.60 50.00 (VzW) 1/2"Ice 0.79 0.79 55.81. 1"Ice 0.99 0.99 63.86 15'sector mount A None 0.0000 100.00 No Ice 9.10 0.10 465.00 (VzW) 1/2"Ice 12.56 12.56 600.00 . V Ice 15.54 15.54 735.00 15'sector mount B None 0.0000 100.00 No Ice 9.10 9.10 465.06 (VzW) 1/2"Ice 12.56 12.56 600.00 1"Ice 15.54 15.54 735.00 15'sector mount C None 0.0000 100.00 No Ice 9.10 9.16 " 465.00 (VzW) 1/2"Ice 12.56 12.56 600.00 1"Ice 15.54 15.54 735.00 5'Yagi B None 0.0000 93.00 No Ice 1.25 0.04 50.00 1/2"Ice 1.60 0.07 61.03 1"Ice 1.96 0.11 76.44 ITT-frame sector mnt A None 0.0000 89.50 No Ice 10.20 5.10 465.00 (vacant mount) 1/2"Ice 13.80 6.90 600.00 1"Ice 17.40 8.70 735.00 ITT-frame sector mnt B None 0.0000 89.50 No Ice 10.20 5.10 465.00 (vacant mount) 1/2"Ice 13.80 6.90 600.00 1"Ice 17.40 8.70 735.00 ITT-frame sector mnt C None 0.0000 89.50 No Ice 10.20 5.10 465.00 (vacant mount) 1/2"Ice 13.80 6.90 600.00 1"Ice 17.40 8.70 735.00 Job Page hx 'OWeY 130'Self=Supporting Tower 9 of 12 All Points Technology Corp., Project Date P.0 NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conivay,NH03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX-603)447-2124 Description Face Offset Offsets: Azimuth Placement CAA, CAA Weight or. Type Hor_ Adjustment Front Side Leg Lateral Vert ft jt .ftF f� Ib . . . ft. t, 3'x 1 omm whip A From Face 2.00 0.0000 82.00-79.00 No Ice 0.30 0.30 15.00 0.00 1/2"Ice 0.54 0.54 17.85 0.00 1"Ice 0.73 0.73 22.79 5'x P.Omni whip A From Face 4.00 0.0000 84.00-79.00 No Ice 0.50 0.50. 20.00 0.00 1/2":Ice 1.02 1.02 24.68 0.00 1"Ice 1.43 1.43 . . 32.68 BA1012-1 omni A From Face 6:00 0.0000 83.00-79.00 No Ice 0.53 0.53 15.00 0.00 1/2"Ice 0.98 0.98 19.69 0.00 1"Ice 1.25: 1.25 27.35 SG401-SFISNF A From Face 8.00 0.6000 81.00-79.00 No Ice 0.13 0.13 3.00 0.00 l&',Ice 0.25 0.25 4.41 0.00 1"'Ice 0.36 0.36 7.13 2'yagi A From Face 2.00 0.0000 15:00 No Ice 0.M 0.20 10.00 0.00 1/2"Ice 0.32 0.32 11.93 0.00 1"Ice 0.45 0.45 15.35 3'Yagi A" From Face 4.00 0.0000 75.00 No Ice 2.08 2.08 30.95 0.00 1/2"Ice . 3.79. 3.79 52.87 '0:00 1"Ice 5.52 5.52 85.27 3'Yagi A From Face 6.00 0.0000 75.00 No Ice 2.08 2.08 30.95 0.00 1/2"Ice 3.79 3.79 52.87 0.00 1".Ice 5.52 .5.52 85.27 ITT-frame sector mnt A None 0.0000 75.50 No Ice 10.20 5.10 465.00 1/2"Ice 13.80 6.90 600.00 V Ice 17.40 8.70 735:00 DB404 B From Face 3:00 0.0000 62.00 No Ice 1.14 1.14 14.00 0.00 ld'Ice 2.05 2.05 18.20 0.00 1"Ice 2.96 2.96 22.40 3'sidearm B None 0.0000 62.00 No Ice 1.43 0.72 30.00 1/2"Ice 2.18 1.09 65.00 1"Ice 2.93 1.47 105.00 1'square panel B None 0.0000 74.00 No Ice 1.20 0.3'2 15.00 1/2"Ice 1.34 0.40 . 22.91 1"Ice L48. 0.49 32.76 . . . DB404 B From Face 3.00 0.0000 76.00 No Ice 1.14. 1.14 14.00- 0.00 1/2"Ice 2.05: 2.05 18.20. .: 0.00 P Ice 2.96 2.96 22.40 3'sidearm B None :0.0000 76.00 No Ice 1.43 0.72 30.00 1/2"Ice 2.18 1.09 65.00 .. 1"Ice 2.93 1.47 105:00 2'sidearm B None 0.0000 39.50 No Ice 0.95 0.48 26.00 1/2"Ice 1.45 0.73 35.00 1"Ice 2.25 1.13 50.00 • D�s.hes Descrrptron Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert n ° 0 ft r rt= 1b 2'dish with radome B Paraboloid From 0.50 0.0000 130.00 2.00 No Ice 3.14 50.00 w/Radome Leg 0.00 1/2"Ice 3.41 67.50 4.50 P Ice 3.68 85.00 2'dish with radome C Paraboloid From 0.50 0.0000 130.00 2.00 No Ice 3.14 50.00 w/Radome Leg 0.00 1/2"Ice 3.41 67.50 Job Page t'x-T'owe"Y 130'Self=Supporting Tower 10 of 12 All Points Tecltnology Corp.; Project Date p C NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conway,NH 03818 Client Designed by (603)496-5853 VeriZon.Wireless FAX.-603)447-2124 Rob Adair Description Face Dish Offset 'Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hor= Adjustment Beanu Diameter Area Leg Lateral Width Vert t ft fi fir lb 4.50 1"Ice 3.68 85:00 Radiowaves SP2-2/5 A Paraboloid w/o From 0,50 0.0000 130.00 2.00 No Ice 3.14 20,00 Radome Leg U0 1/2"Ice 3.41 37.50 5.00 P Ice 3.68 55:01 $Oh-, ion. S11 t11 m a'r Maximum Tower.Deflections :Service°;Wilid < ; Section Elevation Horz. Gov. Tilt: Twist No. Deflection Load ft. in Comb. ° T1 130-110 1.240 12 0.0701 0.0061 T2 110-90 0.939 12 0.0662 0.0058 T3 90-70 0.656 12 0.0572 0.0039 T4 70-50 0.413 12 0.0465 0.0027 T5 50-30 0,216 12 0.0334 0.0018 T6 .. 30-10 0.088 12 0.0185 0,0011 T7 10-0 0.015 12 0.0062 0.0004 . ritica , '.efleptions:and:Radius,`of,C . urvature-.SerAce Wind" : .. Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° t 135.00 Radiowaves SP2-2/5 12 1.240 0.0701' 0.0061 Inf 134.50 2'dish with radome 12 1.240 0.0701 _ 0.0061 Inf 130.00 5'x4 1/2"Pipe Mount 12 1.240 0.0701 0.0061 Inf 128.00 (3)NNHH-65A-R4, 12 1.210 0.0698 0.0061 Inf 122.00 20'x 2.5"omni whip 12 .1.119 0.0689 0.0061 675147 117.00 LNX-6515DS7T4M 12 1.043 0.0680 0.0061 415470 116.50 20'x 2.5"omni whip 12 1.036 0.0679 0.0060 400084 112.00 .20'x 2.5"omni whip 12 0.968 0.0668 0.0059 298548 111.00 20'x 2.5"omni whip 12 0.954 0.0665 0.0058 281069 107.00 20'x 2.5"omni whip 12 .0.804 0.0651 0.0055 219923 106.00 GPS on 3'standoff 12 0.880 0.0647 0.0054 207186 105.50 20'x 2.5"omni whip 12 0.873 0.0646 0.0054 201285 102.00 8'Yagi 12 0.822 0.0631 0.0051 167712 100.00 20'x 2.5"omni whip 12 0.793 0.0622 0.0049 152890 95.00 20'x 2.5"omni whip 12 0.724 0.0598 0.0043 124781 93.00 5'Yagi 12 0.696 0.0588 0.0041 116506 90.00 20'x 2.5"omni whip 12 0.656 0.0572 0.0039 109015 89.50 ITT-frame sector mnt 12 0.649 0.0570 0.0038 108496 85.00 20'x 2.5"omni whip 12 0.591 0.0547 0.0035 110201 84.00 5'x 1"omni whip 12 0.579 0.0541 0.0034 111214 83.00 BA1012-I omni 12 0.566 0.0536 0.0034 112246 82.00 3'x I"omni whip 12 0.554 0.0531 0.0033 113296 81.50 5'x 1"omni whip 12 0.548 0.0528 0.0033 113829 81.00 BA1012-1 omni 12 0.542 0.0526 0.0032 114367 80.50 3'x I"omni whip 12 0.535 0.0523 0.0032 114910 80.00 20'x 2.5"omni whip 12 0.529 0.0520 0.0032 115458 79.00 3'x 1"omni whip 12 0.517 0.0515 0.0031 116570 Job Page WxTower 130'Self.-Supporting Tower 11 of 12 All-Points Technology Corp.; Project Date p t NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Conivay,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless - FAX.-603)447-2124 Rob Adair; Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature rt Comb. in o (t 76.00 DB404 12 0.482 0.0499 0.0030 120039 75.50 ITT-frame sector rant 12 0.476 0.0496 0.0036 120637 75.00 T yagi 12 0.470 0.0493 0.0029 121241 74.00 1'square panel 12 0.458 0.0488 0.0029 122414 62'.00 DB404 . : 12 0.327 0.0416 0.0023 86683 39.50 T sidearm 12 0.141 0.0254 0.0014 76094 Section Elevation Component Bolt- Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load Load Load Ratio f in Bolts per Bolt per Bolt. Allowable lb lb -T1 130 Leg A325N 0.7500 6 3969.20 29820.60 0.133 y 1 ' Bolt Tension Diagonal ;A325N 0.7500 1 4705.65 10766.30 0 437 1 Member:Bearing Top Girt A325N 0.6250 1 253.52 5220.0.0 1 0.049 Member Bearing T2 110 Leg' A325N 1.0000 : 6 10326.20 53014.40 0.195 1 Bolt Tension Diagonal A325N 0.7500 1 6988A3. 10766.30 0.649 1 Member Bearing T3 90. Leg A325N 1.0000 6 17745.00 53014.40 1 Bolt Tension 0.335 -y/ Diagonal A325N 0.7500 1 7388.79 10766.30 0.686 y 1 Member Bearing T4 70 Leg A325N 1.1250 6 24567.10 67096.36 0:366 I Bolt Tension Diagonal A325N 0.7500 1 7648.41 10766.30 0.710 Member:Bearitig T5 50 Leg A325N 1.1250 6 30248.20 67096.30 0.451 V 1 Bolt Tension Diagonal A325N 0.6250 1 8883.75 22185.06 1 Member Bearing 0.400 T6 30 Leg A325N - L2500 6 35959.40 82935.00 1 Bolt Tension 0.434 Diagonal A325N . 0.6250 1 9007.13 22185.00 1 Member Bearing _ 0.406 T7 10 Leg A325N 2.0000 6 38574.10 212058.00 0.182 1.. Bolt Tension Diagonal A325N 0.6250 1 8944.16 22185.00 1 0.403 Member Bearing Section Ca acit :Table:: Section Elevation Component Size Critical P 9Panew % Pass. No. ft. Type Element lb lb Capaciq, Fail' Tl 130-110 Leg 3 3 -29359.20 198886.00 14.8 Pass Diagonal L21/2x21/2x3/16 8 4727.56 18554.80, 25.5 Pass 43.7(b) Top Girt L2x2xl/8 4 -256.35 7901.99 3.2 Pass 4.9(b) T2 110-90 Leg 31/2 33 -72653.70 234459.00 31.0 Pass Diagonal L2 1/2x2 1/2x3/16 35 -7030.25 12865.70 54.6 Pass 64.9(b) T3 90-70 Leg 4 54 -122858.00 353575.00 34.7 Pass Diagonal L3x3x3/16 56 -7448.97 16494.90 45.2 Pass 68.6(b) T4 70-50 Leg 4 75 -168900.00 353575.00 47.8 Pass Diagonal L3x3x3/16 77 -7639.82 13099.00 58.3 Pass 71.0(b) T5 50-30 Leg 4 96 -208171.00 434216.00 47.9 Pass Diagonal 2L2 1/2x2 1/2x3/16 99 -8915.68 23572.20 37.8 Pass Job Page e,.r . tnx)&ry 130'Self=Supporting Tower 12 of 12 All-Points Technology Corp.;. Project Date P.C. NY1418502150 Peconic 12:13:26 12/16/19 116 Grandview Road Comvay,NH 03818 Client Designed by q. Phone:(603)496-5853 VerlZOn WirelessFAX.-603)447-2124 Rob Adair Section Elevation Component Size Critical P ePWN, % Pass No. ft TYPe. Element-: lb lb Capdciry Fail 40.0(b) Horizontal. L2 1/2x2 1/2x3/16 100 -3614.58 . .7712.23 46.9 Pass Inner Bracing L2 1/2x2 1/2x3/16 108 -9.23 7342.67 0.5 Pass. T6 30-10 Leg. 41/2. 135 -248580.00 586881.00 42.8 Pass 43.4(b) Diagonal 2L21/2x21/2x3/16 138 -91.15.39 19568.50 46.6 Pass Horizontal L21/2x21/2x3/16 139 4311.19 5833.01 73.9 Pass Inner Bracing L2 1/2x2 1/20/16 146 -9.71 5559.33 0.5 Pass T7 10=0 Leg: 41/2. - - 174 -267131.00 586881.00 46.0 Pass Diagonal 2L21/2x21/20/16 180 -9660.43 17833.10 54.2 Pass Horizontal L2 1/2x2 1/2x3/16 181 �4633.03 5128.14 90.3 Pass Inner Bracing L2 1/2x2 l/2x3/16 186 -9.12 4902.03 0.5 Pass Summary Leg(T5) 47.9 Pass Diagonal 71.0 Pass . . . (T4) Horizontal 90.3 Pass (T7) Top.Girt 4.9 Pass (T1) Inner 05 Pass Bracing(T6) Bolt Checks 71.0 Pass RATING= 90.3 Pass