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Home My WebLink About51941-Z how\\OF SO&T�OlO Town of Southold * * P.O. Box 1179 r �o� 53095 Main Rd N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46730 Date: 12/11/2025 THIS CERTIFIES that the building WIRELESS COMMUNICATION FACILITY Location of Property: 40200 Route 25 Orient, NY 11957 Sec/Block/Lot: 15.-9-8.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/18/2025 Pursuant to which Building Permit No. 51941 and dated: 05/22/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modification to an existing wireless communication facility and ground equipment for Verizon wireless as applied for. The certificate is issued to: 40200 Main LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 25-105623 10/12/2025 PLUMBERS CERTIFICATION: uth dgnature �o4aoFsa&ryo� TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE 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#: 51941 Date: 05/22/2025 Permission is hereby granted to: 40200 Main LLC c/o RWN Management LLC New York, NY 10022 To: Modify an existing Verizon wireless communication facility to replace antennas, elements of ground equipment and feedlines as applied for per Trustees and Planning Board approvals. Floodplain Development Permit is required,and all ground equipment must be at a minimum 11-foot elevation. Additional certification may be required. Premises Located at: 40200 Route 25, Orient, NY 11957 SCTM# 15.-9-8.1 Pursuant to application dated 04/18/2025 and approved by the Building Inspector. To expire on 05/22/2027. Contractors: Required Inspections: Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO Commercial $100.00 Flood Permit $150.00 Total S750.00 Building Inspector�� Certificate of Compliance ...........I..............................................................................................................I.............................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC., 188 PARK AVENUE AMITYVILLE, NY 11701 OCT 2 P: (631) 598-5610 L' - ........................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Cel Tech Electric 40200 Main LLC /c/o RWN 289 Hendrickson Avenue Management LLC. Lynbrook, NY 11563 40200 Route 25 Orient, NY 11957 Located at: 40200 Route 25, Orient, NY 11957 Application Number#:-25-405623- Certificate#* 25-i-05623 Electrical License#: 48518-ME Section: 15 Block: 9 Lot: 8.1 Building Permit#: 51941 Described as a Commercial Building occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Cell Site A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of October 2025 Name QTY Quad Triplexers 6 Quad Diplexers 3 Radio Head 9 Antenna 3 Electrical Inspector: Anthony M Ceriello ................. OE SOUIho� * . TOWN OF SOUTHOLD BUILDING DEPT. coorm, �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL W►�GC� [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OyL IoDwOv �-wjqm�d(� 0 P(4/, @1 DATE IO q W INSPECTOR Ft Partners Neil A-MacDonald:AIA,LEED AP Eldon W.Smith,ALA Ftobert F.Heymach,ALA Town of Southhold Building Department Partners,Emeritus 54375 NY-25 William F.Collins,AIA Southold, NY 11971 Thomas R.Turkel,AIA Associates . Re: New York SMSA Limited Partnership Site Name:Orient Point 2-A 40200 Main Road Orient, NY 11957 WFC Project No.:23-15646 LS6 Upgrade Building Permit:#51941 To Whom |t May Concern: ' William ECollins,AIA Architects LLP(WFQ visited the above reference site on 08/13/2025 to review the completed work for the Telecommunications Facility,and find all work to be in accordance with the Building Code of New York State. Based upon our review,we have found that the Telecommunications Communications Facility work was substantially installed in accordance with the construction drawings that were issued for filing by our office and approved by the Town of Southold on 05/22/2025 with the following deviations: (I) New Delta Cabinet was not installed. ' The deviations listed above have been incorporated into Record Drawings dated 10/10/25 prepared by our office. Please note the deviations do not impact the structural integrity of the facility. We trust the foregoing ides the information have requested. |f you have any questions, please do not hesitate to contact cl . M Very truly yours, Neil A. MacDonald,AIA OF Partner Cc: Pete McCarthy(VZW), Michael Kamprath(Cel Tech Electric), Denise Vista(Amato Law Group) | ,2-,TECHNOLOGY DRIVE EAST ssr^uxsr,w, /17uu 1�)n:vu,-6eua4so rAX:eu,-6au-8^5y vwvw.*pCA/^.Cow � I T E C T S Nrt~ December o�=�S".k=m�,'' `/ Neil^u=Do"ald.m^..�'.' Eldon m Smith,m^ Robert^Heymach,m^ Town of Southold Building Department - � h^ne~a"eritus 54375NY'25 ��x��^m ��o�N�1�� r ��^m Associates Christopher w.C==mA,wC^PB Re: New York�YW5&Lhn�edPar��ohip - d/b/uVerizmn Wireless \` Site Name:Orient Point 2-A 4O20O Main Road Orient.NY11gS7 Tax|[:Section: 15/Block:9/Lot(s):8.1 VVFC Project No.:23-15646 LS6Wpgrmda Building Permit:#51941 To Whom|t May Concern* William F'Collins,A|A Architects LLP(VVFC)visited the above reference siteon 08/13/I025and conducted m site visit tm the above-referenced location for the purpose of reviewing the completed work associated with the Telecommunications Facility.Upon inspection,it was confirmed that all Verizon Wireless equipment installed atop the existing dunnage platform has been placed at an elevation that meets or exceeds the base flood elevation requirements applicable to this area. Vxe trust the foregoing provides the information you have requested. |f you have any questions, please do not hesitate to contact our office. 74 in Portne Cc:PeteK0cCar ichael Kamprath([e|Tech Becthc),Denise Vista w/ak�motoLaGroup) OFFICE LOCATION: OF SO(/r�, MAILING ADDRESS: Town Hall Annex h0 k Old P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY N Telephone: 631 765-1938 � G p www.southoldtownny.gov uMv, PLANNING BOARD OFFICE p TOWN OF SOUTHOLD DEC - 5 2025 MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: December 3, 2025 Re: Planning Department Report Equipment Upgrade for Verizon Wireless at MGH (Orient) 40200 Main Road, Orient SCTM#1000-15.-9-8.1 The Planning Board has found that the requirements of the above-referenced Verizon equipment up-grades have been completed based on the site inspection made November 25, 2025. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated May 21, 2025; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) _ FOUNDATION (2ND) ---- �- __... _ O --- ROUGII FR-AMLNG & - UMBLNG INSULATION PER N. Y. STATE ENERGY CODE .......... t 1; _ F LN AL - --- ADDITIONAL COMMENTS eeG__.1. _ ._ l'_.. . __. ��._.. fi c� �Y 5Z o _.-_ -._. .__.P.I�n A.i d1_ __._._ : r-aVc __ . ------- . _..---- --- - -- - o 'l J [Tyy7 'L1 �a o�o�$UFFO(��,oGy2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O..Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 6, JAI)PERMIT NO. I Building Inspector: A P R 18 2O25 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an avlldl!r*�q DQparfimpnt Owner's Authorization form(Page 2)shall be completed. Town of Southold Date: l OWNER(S)OF PROPERTY: Name:40200 Main LLC SCTM#1000-15-9-8.1 Project Address:40200 Main Road, Orient, New York Phone#:212-920-3131 Email:mharada@rwnmgt.com MailingAddress:C/o RWN Management LLC, 65 East 55th Street, 31st Floor, New York, NY 10022 CONTACT PERSON: Name:Denise J. Vista, Esq. Mailing Address:Amato Law Group, PLLC, 666 Old Country Road, Suite 901, Garden City, NY 11530 Phone#:(516) 227-6363 Email:dvista@amatofirm.com DESIGN PROFESSIONAL INFORMATION: Name:WFC Architects Mailing Address:12-1 Technology Drive, Setauket, New York 11733 Phone#:(631) 689-8450 Email:Brandon.Streb@wfcaia.com CONTRACTOR INFORMATION: Name: Cel Tech Electric, Inc. Mailing Address: 344 Hendrickson Avenue, Lynbrook, New York 11563 Phone#: (516) 599-1144 Email: Ginagenti@celtechelectric.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition �,I�{ Estimated Cost of Project: lil oth er Modification of existing public utility wireless communication facility,as depicted on the drawings 1` $39,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:marina, restaurant,andwireless communication faciltiy Intended use of property:Same a�, existi.ng. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Marine II Zoning district this property? ®Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. New York SMSA Limited Partnership Application Submitted By(print name):d/b/a Verizon Wireless ®Authorized Agent ❑Owner Signature of Applicant: .By. Date: Name:;i4eresa Gard �Iitla. rincipal Engineer, Network Real Estat / STATE OF NEW YORK) l COUNTY OF � l }61nL ) Teresa Garcia, on behalf of New York SMSA Limited Partnership 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 thePrincipal Engineer, Network Real Estate (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ( �J day �t�,", I I 20 �I (,v v►►Irv, y of Notary Public SHANNON ENNIST-MUCCI PROPERTY OWNER AUTHORIZATION Notary Public, State of New York 47179 (Where the applicant is not the owner) No. d in Ulster Co Qualified in Ulster County r _ mo,�/_^ Commission Expires August 22, Q I� on b6hhalf�off 40�2/'00 Main LLC I residing at c/o RWN Management LLC, 65 East 55th Street, New York SMSA Limited Partnership 31st Floor, New York, NY 10022 do hereby authorize d/b/a Verizon Wreless to apply on my behalf to the Town of Southold Building Department for approval as described herein. 40200 Main LLC /� By: �� V Owner's Signature Date Mani 1Zo_ vvan__,_PrutCVN+- Print Owner's Name and Title 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, 40200 Main LLC residing at c/o RWN Management LLC,65 East 55th Street, (Print property owner's name) (Mailing Address) 31 st Floor, New York, NY 10022 do hereby authorize New York SMSA Limited Partnership d/b/a (Agent) Verizon Wireless/Amato Law Group, PLLC to apply on my behalf to the Southold Building Department. 40200 Main LLC Bv: (Owner's Signature) Date) Marc kNon Pro;tdq+ (Print Owner's Name and Title) i ��o�°SufFa�Ko�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 https://www.southoldtownny.gov Floodplain Development .Permit Application PROPERTY INFORMATION: Flood Zone:AE FIRM Panel: SCTM#1000-15-9-8.1 Address:40200 Main Road city:Orient tpewfi.,_, r zip:11957 CONTACT PERSON: Name: , Esq. Phone#:(516) 227-6363 MailingAddress:Amato Law Group, PLLC, 666 Old Country Road, Suite 901, Garden City, NY 11530 PROJECT DESCRIPTION: upgrade to existing wireless communication facility SECTION A:STRUCTURAL,DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ❑Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑Combined use ❑Replacement of existing structure ®Non-residential ❑Relocation of existing structure ® Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) R Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL.THAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):New York SMSA Limited Partnership d/b/a Verizon Wireless Signature of Applicant: By: - Date: / 3 Name:Teresa Garcia Title: Principal Engineer, Network Real Estate MAILING ADDRESS: PLANNING JM South ABOARD MEMBERS �ES H.RICH IIIOOF SUUjyOIO Oold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK N ,r Town Hall Annex PIERCE RAFFERTY G �Q 54375 State Route 25 MARTIJ•H.SIDOR ENSHI �OI�COUNTy,� (cor. Main Rd. &Youngs Ave.) D Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM ': MAY 20 2025 To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director a(� Date: May 21, 2025 Re: Planning Department Report Equipment Upgrade for Verizon Wireless at MGH (Orient) . 40200 Main Road, Orient SCTM#1000-15.-9-8.1 The Planning Department has conducted a review of the proposed.modifications pursuant to §280-74 B(2), and has received a report from. our Wireless Technical Consultant, Cityscape, Inc. (see attached report). The proposed Verizon equipment upgrade is incompliance with the General Requirements of§280-70. The proposed equipment upgrade will cause no visible change to the exterior by removing and replacing antennas and elements of ground equipment, in addition all feedlines will be routed inside the shaft of the concealed monopole. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. Laserfiche File: Planning\Applications\Site Plans\Pending\1000-15.-9-8.1 Wireless Facility at MGH (Orient by the Sea)\Upgrades/Modifications Thank you for your cooperation. Glenn Goldsmith,President %qf SU[/T Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ,`O l0 P.O.Box 1179 Eric Sepenoski l�[ Southold,New York 11971 Liz Gillooly era Elizabeth Peeples Telephone(631) 765-1892 a Fax(631) 765.-6641 o�yCOUNV,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10670A Date of Receipt of Application: October 16, 2024 Applicant: 40200 Main LLC SCTM#: 1000-16-9-8.1 Project Location: 40200 Main Road, Orient Date of Resolution/Issuance: November 13, 2024 Date of Expiration: November 13, 2027 Reviewed by: Board of Trustees Project Description: To remove and replace three (3) existing antennas with three (3) new antennas, and remove six (6) existing diplexers and replace with three (3) new quadplexers within the existing concealment pole; within existing equipment compound, remove one (1) existing cabinet and replace with two (2) new cabinets; remove and replace one (1) existing battery cabinet; twelve (12) RRH's to be removed and replaced with nine (9) new RRH's; and three (3) new quad diplexers and three (3) new quad triplexers to be installed; there is to be no ground disturbance. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by WFC Architects, received on October 16, 2024, and stamped approved on November 13, 2024. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required.. This is not a determination from any other agency. w i Glenn Goldsmith, President Board of Trustees F S0 Glenn Goldsmith,President �A Town Hall Annex A.Nicholas Krupski,Vice President �4 �� 54375 Route 25 P.O.Box 1179 Eric Sepenoski l� Southold,New York 11971 Liz Gillooly cn Telephone(631)765-1892 Elizabeth PeeplesO,• • �4 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE -' DEC - 9 2025 #2323_C ,. .,;.. Date:::November'T'82025;•"" THIS CERTIFIES that the•removal and`-replacement of three('3)existin, �aWrinas with t}iree [3)new antennas and removal of six(61 exastirrg diplexers and'replacement with three f3).new auadolexers within the existing'concealment 001e;withil t eompound removal of.one_.• (l)existing cabinet andre�acement with'two'(2)new-cabinets,removal`a' d're»lacernefit ofbne.-J, existing battery cabinet twelve(12)`RRH'sremoyed and•replaced°with�nine(9)'.new RRWS,and.,three'(31, new quad`diplexer&a"nd'three 3" new quad tri lexecs installed; At,40200°Nlain.Road,Orient Suffolk County Tax Map#1"000=15=9=8a. Conforms to the application for a Trustees Permit heretofore filed in this office Dated:October f6;2024,pursuant to which Trustees Administrative Permit 410670A Dated November 13;:2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the_removal"and'r.en acement-of three(31 existiiig_antennas'witli iliree'(3)new'antennas" and removal of'six?Oexistin$di0lexers"andre0l6ddment:. with three1 new quadplexers within the existing concealment pole• within existine enuinment compound removaTiof one'((.)exisfina cabinet and replacement with two(2)'new cabinets,'removal and replacement of one(1 T existing battery cabinet-.twelve(,12)RRH?s removed a id reulaced with-nine(9)_ new RRWs Arid three'(3)new quad diplexers and•three(31 new quad lriplexerijngtlille& The certificate is issued to 40200 MAIN LLC owners of the aforesaid property. r Authorized Signature Town of Southold, New York CkySCape CON S U LTA N T S , 1 NC. Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 May 15, 2025 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/SITE ID/NAME: Verizon Wireless/311204/Orient Point 2-A TOWER OWNER: Octagon Towers LLC ADDRESS: 40200 Main Road, Orient, Suffolk County,NY 11957 LATITUDE: 41°09' 10.57"N LONGITUDE: 72° 14' 39.08"W SCTM#: 1000-15-9-8.1 WIRELESS MASTER PLAN SITE#: S02 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted on behalf of Verizon Wireless ("Applicant" or "Verizon") to modify its equipment on an existing eighty-nine foot (89') concealed monopole tower. The tower is owned by Octagon Towers LLC and located at 40200 Main Road, Orient, Suffolk County, New York, see Figure 1. Verizon shares this tower with AT&T and T-Mobile. This is Site S02 of the Town's Wireless Master Plan. Support Structure & Equipment All of the equipment mounted on this tower is, and would continue to be, concealed within the canisters of the monopole structure and thus not visible from the outside. According to the submitted construction drawings (CDs)' the Applicant proposes to replace its existing three (3) antennas with three(3)new antennas and replace all six(6)diplexers with three(3)quad triplexers (see table below). All tower work will be done at the eighty-five and a half(85.5) foot elevation of the tower which is the centerline of the antennas, see Figures 2 and 3. # FINAL CONFIGURATION OF TOWER-MOUNTED EQUIPMENT 3 Quintel QS6610-5C Antennas 3 Commscope STX61742Q-43 Quad Triplexers 12 Existing 7/8"Cable Feed Lines, 100' long CDs prepared by WCF Architects,Rev 4,"Revised per VZW"dated 09/20/24,signed and sealed by a New York State Registered Architect. Town of Southold—SCTM#1 000-15-9-8.1 C�/:��p� Verizon/Orient Point 2-A Page CON SULTANTS , INC . Ground Equipment Platform Equipment changes are also proposed on the elevated steel platform just above ground level. The existing Nokia 9712 eNode Base Station Cabinet will be replaced with two (2) new Delta cabinets, and the existing battery cabinet will be replaced with a new Delta battery cabinet. Also proposed is the removal and installation of the following equipment on the unistrut frame on the west edge of the platform:All twelve(12)existing remote radio heads(RRHs)will be replaced with nine (9) new RRHs; three (3) new quad diplexers will be added; and three (3) new quad triplexers will be added (see table below). All other ground work will be minimal and any equipment connections will take place within the existing lease area, see Figure 4. # FINAL CONFIGURATION OF GROUND EQUIPMENT ON PLATFORM 2 Delta Base Station Cabinets 1 Delta Battery Cabinet 9 Samsung RRHs: (3) BR049 B2/B66A; (3) BR04C 135/1313; (3) RT-8808- 77A C-Band 3 Commscope SDX1926Q-43 Quad Diplexers 3 Commscope STX6174Q-43 Quad Triplexers 1 Existing Telco Cabinet 1 Existing 200-amp Power Panel 1 Existing Auto Transfer Switch (ATS) 1 Existing 50 KW Diesel Generator Structural Analysis The Applicant submitted a Tower Structural Analysis Report prepared by Paul J. Ford & Company, dated February 12, 2024. The analysis is based on TIA-222-H, Risk Category II and Exposure Category D standards and the 2020 New York State Uniform Code (2018 International Building Code).The report concluded that the tower and its foundation have sufficient capacity to support the existing and proposed loads without modifying the structure. The maximum tower rating is 53.3%of capacity out of an allowable 105%, and the maximum foundation rating is 51.3% of capacity out of an allowable 110%; thus, the facility is determined to be structurally compliant after the equipment modifications,see Figure 5. Since the antennas and triplexers will be directly attached to the pole inside the concealment shield rather than on external mounts, a mount structural analysis is not needed. The Applicant did not submit a structural report or letter for the equipment platform. It is uncertain whether or not one or the other is required;thus,a request to submit a structural document for the platform is at the discretion of the Town. Town of Southold—SCTM#1000-15-9-8.1 ckyscape Verizon/Orient Point 2-A Page CONSULT ANTS , INC . RF Exposure Safety To verify human RF exposure safety, a Radio Frequency-Eletromagnetic Energy (RF- EME) Compliance Report, prepared by EBI Consulting, dated February 16, 2024 was submitted. The report is an analysis of the predicted RF exposure levels due to the existing providers operating on the tower.This analysis takes into account the RF effects by the Applicant(Verizon)along with T-Mobile and AT&T.According to the report,at ground level at the site(0 to 6 feet above surface, see Figure 6), the predicted maximum composite RF exposure level due to emissions from all three carriers would be 19.94% of the FCC general population MPE limit (3.988% of the occupational MPE limit)which is well below the allowable limit for compliance. The.report does not recommend signage or any mitigation measures. Summary-Approval Recommended Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and Cityscape recommends approval of the application. 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 reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, B. Benjamin Evans Senior Project Engineer CityScape Consultants, Inc. Town of Southold—SCTM#1000-15-9-8.1 Ckysca� Verizon/Orient Point 2-A Page C ON S U L T A N T S , I N C . • DeLorme StreetAtlas USA®2009 omnt P&Lugtanouse SOUND`/IVN RD {1 O, O. _ H _N('��aient remtz WINDWARD RD � p PR p K�A� Orient PoinClnt�`, \Bp i a !,rY trk sT Data use subject to license. 0 ®DeLorme.DeLorme Street Atlas USA®2009. 0 800 1600 2400 3200 4000 wwwdelorme.com MN(13.0•W) Data Zoom 13-0 Figure 1 — Site Location Map Town of Southold—SCTM#1000-15-9-8.1 ��;C�� Verizon/Orient Point 2-A Page s C 0 N S U L T A N T S I N C . �_89.,- . ICI "• T.O. EXISTING CONCEALMENT POLE QO-V 'L�IVL T.O. NEW VERIZON ANTENNAS , _ Verizon Antennas — 85.5 ft to Center Height 'r rL N£1V VCRiZOtJ ANTENNAS~ (3) EXISTING ANTENNAS TO BE REMOVED AND REPLACED WITH (3) NEW OS6610-5C ANTENNAS. (6) EXISTING DIPLEXERS TO BE REMOVED AND REPLACED WITH (3) NEW QUAD AI�T.O EXISTING CANISTER BY OTHERS TRIPLEXERS 6U_U_2.iGl. _ T.O. EXISTING CANISTER BY OTHERS LINE 01 EXISTING CHAN LINK FENCE WITH PRIVACY S:ATS F O EXISTING CPS I1NIT SECURED TO `r B.O. EXISTING CANISTER BY QIHLRS F.XI O WEATHER CANOPY I'USI, TYP, F (») (12)EXISTING 7/8" COAX CABII'S EXISTING IELCO CABINET SECURED TO ROUTED ALONG EXISTING CABLE TRAY EXISTING HANDRAIL FROM LOUIPMENI 10 EXISTING FXIST;NG 200 A POWER PANEL SECURED CONCEALMENI POLE TO EXISTLNG HANDRAIL EXISTING ATS SECURED TO EXISTING HANDRAIL LINE OF EXISTING WEATHER CANOPY ABOVE (1) EXISTING 9712 CABINET AND (1) EXISTING BATTERY TO BE REMOVES AND LXISTINC ICE BRIDGE REPLACED WITH (2) NEW DELTA CABINETS AND (1) NEW DELTA BATTERY EXISTING 50 KW DIESEL GENERATOR ATOP EXISTING DUNNAGE LINE Of EXISTING HANDRAIL k1 •0' i AGI A F.O. LXISIING FENCE - -- — -� I I' '•— T 0-O' - 1 1 1 CknD l,c� Figure 2 —Elevation Drawing of Facility Town of Southold-SCTM#1000-15-9-8.1 CkyScape Verizon/Orient Point 2-A Page CONSULTANTS INC . 3'-2" 10 3/4" 89'-0"3, AGL� _ T.O. VERIZON WIRELESS ANTENNA CAVITY AGLS T.O. v. LRIZON WIRELESS I I ANTENNA EXISTING MOUNTING I I I POLE 85'-6"i AGL010 �. OF VERIZON I I WIRELESS I ANTENNAS I (1) EXISTING VERIZON WIRELESS CWWXO63x25000 I I ANTENNA TO BE REMOVED AND 'I- I REPLACED WITH (1) I I NEW QS6610-5C I I ANTENNA, AT EACH SECTOR EXISTING I REMOVABLE COVER FOR ANTENNAS I I I EXISTING MOUNTING BRACKETS, TYP. INSTALL (3) NEW I I I QUAD TRIPLEXERS WITHIN EXISTING CANISTER L (—J 79'_0"t AGL 8.0. V_R170N1 WIRELESS ANTENNA CAVITY EXISTING MOUNTING POLE �3.-2. (1) EXISTING VERIZON WIRELESS CWWX063X25G00 y10 3/n y- ANTENNA TO BE REMOVED AND REPLACED WITH (1) / NEW QS6610-5C ANTENNA, TYP. AT EACH SECTOR EXISTING REMOVABLE COVER 1 FOR ANTENNAS O�SP 60 n Figure 3 —Proposed Horizontal and Vertical Antenna Configurations Town of Southold-SCTM#1000-15-9-8.1 CRyScape Verizon/Orient Point 2-A Page 7 C ON S U L Tit N T S , I N C . UIST 14 ICE MOLE (12)EXGONG RRN.TO BE MIONED AND (12)EXISTNO T/B'COAX CAOI.FS AOW, REPIACED INTO,I(3)NEW B2/866A RRH., Nc`O7twiICN NCR(N TAK[N E.S1.4 ICE RN'DGC 1—1O .ENT 10 (3)NCI,B6/B13 M..AND(3)WM fkOV R(OS OniCO 2/:]/21; CXGTNG CCNC—EN'POI, RT—NN-71A RRN..ADD(3)NEW QUAD ZINC S1ANP[D,1 J3.0 4L EXIST W GPS UNIT.TOP,or(A) TAL L1EXERS AND LIY(3)N *AD DiPm 13- - i i NL"LL16 D7J`1 ..... F, 1_S_, 1 K�ESEt J j I ,nEp PWet — - - i M11NG SO KK DUEL GrNF Xfl ATOP �E-I 7PNC W.I/ •--•` LINE O<EXISMC CRAN LINK FVI E WTN PRIVACY SLATS / LINE Oi[Y611NC KEAIN(R fINOPY AWA LINE W E.W.NG Iw`:ORA, FASTING TTBA ERY TO BE MIOIE•3 L ) DELTA .�'(%Glut(:7(LCO"A 11 SECIYt10 10 CABINETS AND(1 KWCELLTTA BATTEW CXGDNG NANORAIL FXGT•T'C 20Q,POKER PA1FL SFCUREO TO EXISTING—ORA1 T?NG XIS AIS 4CURED TO rMSTING 0 YY iANDRAIL X `�• ';C I E16tNG CANOPY POST,IIF, Figure 4—Existing and Proposed Ground Equipment Configuration Town of Southold—SCTM#1000-15-9-8.1 Verizon/Orient Point 2-A CkyScape Page C ON S U L T A N T S , I N C . 0PUL J. FORD F &COMPANY Report Date: February 12,2024 Client: Wireless Edge ATTN:David Campbell 38 West market Street Rhinebeck,NY,12572 Phone:(914)712-0000 Email:campbell@wirelessedge.com Structure: 89ft Monopole Site Name: East Orient Point Site Reference#: WEC-NY-1432 Site Address: 40200 Main Road City,County,State: Orient,Suffolk,NY Latitude,Longitude: 41.1525,-72.244361 PJF Project Number: 23824-0003.001.7805 Paul J.Ford and Company Is pleased to submit this Structural Analysis Report to determine the tower stress level. Analysis Criteria: This analysis has been performed in accordance with the 2020 New York State Uniform Code(2018 International Building Code)based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Proposed Appurtenance Loads: The structure was analyzed with the proposed loading configuration shown in Table 1 combined with the other considered equipment shown in Table 2 of this report. Summary of Analysis Results: Existing Structure: Pass 53.3% Existing Foundation: Pass 51.3% We at Paul J.Ford and Company appreciate the opportunity of providing our continuing professional services to you and Wireless Edge.If you have any questions or need further assistance on this or any other projects, please give us a call. Respectfully Submitted By: ��0�NEW y Paul J.Ford and Company C: cc W Nathan C.Millmr_F—E. y Project Engineer—w D �. Q nmiller@pauljford.com 4,p 08995% A�FESS% OP/O/P¢ 250 E Broad St,Suite 600 Columbus,OH 43215 Phone 614.221.6679 Founded in 1965 www.PaullFord.com 100%Employee Owned Figure 5 — Structural Analysis Report Cover Page Town of Southold-SCTM#1000-15-9-8.1 Ckyscape Verizon/Orient Point 2-A Page 9 C ON S U L T A N T S , I N C . RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient,New York Ground Level Simulation ■■■!■!■■!■/■■■■■■■Ili■!o■!■■■�!®■■■liri■■■!llil7°�'�fi1al�'61�r !■!!■■■■®■!!■■��jjj�j[GROUIIDLEVEL.,O�■■■M■U■■!■■■■MIF NT8UILDINn�G.1!■■■� �iowraoisw ■■mono■■!■■I!■■■■■ �,R.. 71�1■■■�■�!■■■!■� � '��1�■■■ ■j♦■■■■!■ SECTORS !■r�. \ � �a■■ilfi■■■■'��llt��■■!■■■� !!■■■■!■!■!!!■■■®� AN A!®■!!M!■!■■s,!■■■■■ie' 101111F. 7®■■!■■■!e► ��■■■■�es�■!■■■■■■■!■■c■■■ t■■®omo■■®eft!■!■■■!!■■�■�I■■■■ GROUtIDLEVEL-o i■■!!!!lillhilf EME.W■■ j,, \ ■��.!`■�f� ■f1�■■■�■! PamtdMPElegend Ins '��■®■6iiT0�lfl��■■■■■■,� E4% 1'0 ■ ■■!■■■■!■��■■■■■■■ ■� wLknh y�■!■■!�!!�®!■�li�®I��lqq•�� Relledionn.61 ■�f #!�■!�■■ff�■■■■■f�ff�W■® 1Av90106Fed1 ■f !�■�!�®�■��■�!■®�■�■.� ®ATLT INN +'■■■!■■■!!■■�■■■■�!■■■■ Ventvn o■it ■�w■i�tl�i��l.ti� elegy■ � EBI Consulting•21 B Street• Burlington,MA 01803 • 1.800.786.2346 Figure 6—Calculated RF Exposure at Ground Level (0-6 feet Above Surface) Radio Frequency - Electromagnetic Energy (RF-EME) Jurisdictional Report Site No. 5008164 Orient Point 2 L - MKT 85 40200 Main Road Orient, New York 11957 Suffolk County 41° 9' 10.57" N, -720 14' 39.08" W NAD83 EBI Project No. 003061-PR February 16, 2024 a W Prepared for: Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Prepared by: EBI Consulting ,,, environmental I engineering I due diligence RF-EME Compliance Report Site No. 5008164 EBI Project No.003061-PR 40200 Main Road,Orient,New York TABLE OF CONTENTS EXECUTIVESUMMARY.................................................................................................................... 1.0 INTRODUCTION....................................................................................................................1 2.0 SITE DESCRIPTION...............................................................................................................2 3.0 WORST-CASE MODELING CALCULATIONS.........................................................................2 4.0 MITIGATION/SITE CONTROL OPTIONS...............................................................................3 5.0 SUMMARY AND CONCLUSIONS............................................................................................4 6.0 LIMITATIONS........................................................................................................................4 APPENDICES APPENDIX A CERTIFICATIONS APPENDIX B RADIO FREQUENCY ELECTROMAGNETIC ENERGY SAFETY/SIGNAGE PLANS APPENDIX C FEDERAL COMMUNICATIONS COMMISSION(FCC) REQUIREMENTS E B I Consulting RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by Verizon Wireless to conduct radio frequency electromagnetic (RF-EME) modeling for Verizon Wireless' proposed upgrade to an existing facility("Facility") located on the existing monopole at 40200 Main Road in Orient, New York("Site")to determine RF-EME exposure levels from existing and proposed Verizon Wireless communications equipment at this Site. As described in greater detail in Appendix C of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure(MPE) Limits for the general population and for occupational activities.The FCC requires wireless system operators to perform an assessment of potential human exposure to RF fields emanating from all transmitting antennas at a site whenever antenna operations are added or modified,and to ensure compliance with the MPE limit in the FCC regulations.This report summarizes the results of RF-EME modeling in relation to relevant FCC RF- EME regulations/compliance standards. This report describes modeling calculations of RF levels associated with the existing and proposed antennas. We have performed these modeling calculations at street level employing standard FCC mathematical models for calculating the effects of the antennas in a conservative manner.Therefore, our results provide worst-case RF levels to ensure the conclusions are conservative with regard to compliance with the FCC limit for safe continuous exposure. Statement of Compliance In this case, there is another existing antenna carrier (AT&T and T-Mobile) at the Site to include in the compliance assessment. Note that FCC regulations require any future antenna collocators to assess and assure continuing compliance based on the cumulative effects of all then-proposed and then-existing antennas at the Site. As presented in the sections below, our conclusions are based on worst-case modeling calculations related to the existing and proposed antennas. At ground level, the maximum cumulative exposure level from all carriers at this Site is approximately 19.94 percent of the FCC's general population limit (3.988 percent of the FCC's occupational limit). Notwithstanding, workers climbing/accessing the monopole should be informed about the presence and locations of antennas and their associated fields. Due to the use of such conservative calculations for purposes of our analysis, it should be noted that the exposure levels actually caused by the antennas will likely be less significant than the calculated results herein. As the site is in compliance with applicable FCC limits as designed, there are no additional control measures required (See Section 4.0). Notwithstanding, it is also recommended that in connection with a lockout/tagout procedure, any non-Verizon Wireless worker/contractor who will be working on the monopole contact Verizon Wireless since only Verizon Wireless has the ability to lockout/tagout the Facility, or to authorize others to do so. 1.0 INTRODUCTION Verizon Wireless' public utility wireless communications facilities typically consist of. 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send and receive the wireless signals created by the transceivers to be most commonly received by individual subscriber units(wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 1 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed a distance above ground level, affording a larger line-of-sight area.Antennas are constructed to propagate towards the horizon,with as little energy as,possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas in close proximity in front of the antennas. Emissions at or below MPE limits do not represent any health risk, since they are designed to provide a substantial margin of safety. Importantly, such limits are calculated to allow for continuous exposures, including a prudent margin of safety for all persons, regardless of age,gender,size or health. 2.0 SITE DESCRIPTION This project site includes the following existing wireless telecommunication antennas on a monopole located at 40200 Main Road in Orient, New York. Ant Antenna # NAME Radiation Antenna Model Centerline I Verizon Wireless 85.5 Quintel QS6610-5C 2 Verizon Wireless 85.5 Quintel QS6610-SC 3 Verizon Wireless 85.5 Quintel QS6610-SC 4 T-Mobile 75 Unknown 5 T-Mobile 75 Unknown 6 T-Mobile 75 Unknown 7 AT&T 67 Unknown 8 AT&T 57 Unknown 9 AT&T 67 Unknown 10 AT&T 57 Unknown II AT&T 67 Unknown 12 AT&T 57 Unknown The above table contains an inventory of proposed Verizon Wireless Antennas and other carrier antennas (AT&T and T-Mobile) if sufficient information was available to model them. Note that for modeling purposes, EBI uses a conservative/worst-case assumed set of antenna specifications and powers for any unknown antennas. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational exposure limits (for workers) and general population exposure limits for members of the general population. This analysis has considered exposures with respect to both occupational and general population limits to provide a fully comprehensive report. Additional information regarding occupational/general population exposure limits is provided in Appendix C. Appendix B presents a site signage plan that provides a plan view of the monopole with antenna locations. 3.0 WORST-CASE MODELING CALCULATIONS EBI has performed MPE modeling calculations using RoofMasterTM software to estimate the worst-case cumulative power density resulting from operation of antennas at the Site. RoofMasterTM is a widely-used MPE modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by antennas that are typically used in connection with wireless services. Using the computational methods set forth in Federal Communications Commission (FCC) Office of Engineering&Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (OET-65), RoofMasterTM calculates predicted power density in a scalable grid based on the contributions of all RF sources characterized in EBI Consulting 4 21 B Street 4 Burlington, MA 01803 • 1.800.786.2346 2 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMasterTm models consist of the Far Field model as specified in OET-65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models utilize several operational specifications for different types of antennas to. produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by Verizon Wireless and information gathered from other sources. As noted above, where information was not available EBI used the conservative/worst-case assumed set of antenna specifications and power. EBI then compared the resultant worst-case MPE levels to the FCC's occupational exposure limits outlined in OET Bulletin 65. The parameters used for modeling are summarized in the Site Description antenna inventory table in Section 2.0. As noted above, AT&T and T-Mobile also have .antennas on the monopole. To the extent known, information about these antennas was included in the modeling analysis. Conservative modeling specifications were used for these antennas and was included in the modeling analysis. As noted above, to the extent any antennas were unknown, EBI used a conservative/worst-case assumed set of antenna specifications and powers. At ground level the maximum cumulative exposure level from all carriers at this Site is approximately 19.94 percent of the FCC's general population limit (3.988 percent of the FCC's occupational limit). Notwithstanding, workers climbing the monopole should be informed about the presence and locations of antennas and their associated fields. A site would be considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards.There are no modeled areas on the ground that exceed the FCC's limits for general population or occupational exposure in front of the other carrier antennas. As the site is in compliance with applicable FCC limits as designed, and in accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures, no signage is recommended at this site. The inputs used in the modeling are summarized in the Site Description antenna inventory table in Section 2.0. 4.0 MITIGATION/SITE CONTROL OPTIONS EBI's modeling indicates that based on worst-case modeling calculations related to the existing and proposed antenna(s)at ground level,the maximum cumulative exposure level from all carriers on this Site is approximately 19.94 percent' of the FCC's general population limit (3.988 percent of the FCC's occupational limit). EBI's modeling indicates that there are no accessible areas in front of the Verizon Wireless antennas that exceed the FCC standards for occupational or general population exposure.In accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures, no signage is recommended at this site. There are no barriers recommended on this site. EBI Consulting 4 21 B Street • Burlington, MA 01803 • 1.800.786.2346 3 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York 5.0 SUMMARY AND CONCLUSIONS EBI has prepared a Radiofrequency—Electromagnetic Energy(RF-EME) Compliance Report in connection with Verizon Wireless' existing and proposed telecommunications equipment to be installed at 4.0200 Main Road in Orient, New York to determine worst-case calculated RF-EME exposure levels from the proposed upgrade to the existing Facility at this Site. This report summarizes the results of RF-EME modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance standards for limiting human exposure to RF-EME fields. As presented in the sections above, based on the FCC criteria, at ground level,the maximum cumulative exposure level from all carriers on this Site is approximately 19.94 percent of the FCC's general population limit(3.988 percent of the FCC's occupational limit). Workers should be informed about the presence and locations of antennas and their associated fields. Recommended control measures (if any) are outlined in Section 4.0 and within the Site Signage Plan (attached) to the extent not already installed. Workers who will be"working in areas of exceedance, if any,are required to contact Verizon Wireless since only Verizon Wireless has the ability to lockout/tagout the facility,or to authorize others to do so. As the site is in compliance with applicable FCC limits as designed,there are no additional control measures required (See Section 4.0). As noted above,because of the conservative calculation methodology and operational assumptions applied in the analysis based on the table in Section 2.0,the actual MPE levels of the proposed Verizon Wireless antennas and other carrier antennas will likely be less significant than the calculated results here indicate. 6.0 LIMITATIONS This report was prepared at the request of Verizon Wireless. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the Site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. EBI Consulting • 21 B Street 4 Burlington, MA 01803 • 1.800.786.2346 4 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Appendix A Certifications EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main-Road,Orient, New York Preparer Certification I, Rebecca Sinisgalli, state that: ■ 1 am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting),which provides RF-EME safety and compliance services to the wireless communications industry. ■ 1 have successfully completed RF-EME safety training,and I am aware of the potential hazards from RF-EME and would be classified "occupational' under the FCC regulations. ■ I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commission (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. ■ I have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. EBI Consulting • 21 B Street 4 Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Appendix B Radio Frequency Electromagnetic Energy Safety Information and Signage Plans EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Ground Level Simulation ■■■■■■■■■■■■■O■ONO■■■NN■■■■■■■!■■■■!■■■■■■■■L�J■ ■■■■■■■■■!■■!■■■■■■■■'■■■■■■■■!■■�■■■■■■■OOP■■ ■■N■■■NN■NN■NNN■[GROUND LEVEL=0 ■■■■■■MM■■■■■■I} �,EANmBasv-1ii0■!■ NEENEMENNEEMENE ENSHUMMENEENNOWN 00 ■■■■■■■■ SECTORS ■■Nits. - -�`L--�:------ = �NI■��'!O■■■■�■■��■■■■■■■ ■!!■■!■■■■■■■■■i! � � _ .,.iil�!®■i !i■i!i■i■■■■■■■ ■■■NNNNNNONN■N■■1 --_-!—'-1- -iii ' !®■■!�!�■■■I■■■■■■■■■■■■ NOON NI!�■■■■■■■■■N1_-- f ��!■■■■■Ni■■■!!■■!■!■!■■�i■ 1 -I i F--i- ii■�iii® ® iii �iii:iii�ii:i■_--f -- ---�-- --- -- - � GUND LEVEL-O'1 ■■D1■■■■��fi1�`S■■Nlui■■ Percent MPE Legend 11�■■NNNNNN■��1N■■■N ❑ 5000.5000% N -I- 5000%r-- -- _ -- --- --j ---- _E{ {__ �NNNN■NNNNL�®NNNNN� General �N Population ---.._.-i -- --- - - --- ----- -�i-- �.�■■■N■N■N �NN■N■■N Farfield ■ �- Reflection f1.61 --_ _--- --- --__ - _- __ _1.__} -- N■NONNNNO�iN■■N�I�O� N 10 foot grid size --- --�___�_ --------__--- --__--_1.---_ -__._1___._�_-�_ NNN■NNNi®OONO®NCO (Avg:O to 6 Feet) ■N■ I ■■■■■■■■�■■■■�■■�■� Carrier Color Code ONLid NEENNENOMENEENNE N AT&T ME - -� _.r- _ ___I _f__ Ji■■■■OONNNNNNONNNN■N■OO Verizon N®■ � 1 1 � 1 � � ..................®.............. EBI Consulting 4 21 B Street 4 Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Verizon Wireless Signage Plan ._; _-_IT— GROUND LEVEL•9 i ADJACENT SUILDI GROUND UEVEL-O' fr f1 , r� I ----SECTOR A-__ — .._.. 1 _ —T Carter Color Code J __ ___ ._ _ — C- ..--- I _ — ._ -- •ATGT _ --—.—I -_.._.__—II l� — — �T•Mo6de f h - -- _= - _ - _ _- - ._ _I�_. _ -_ - •Vernon _+- _ 10 toot g.id size Sighage—e ui ed f - - - - - - - -- - - -- - - --- - -- ----- - --- -- - - - -IJ � � � � II � I � � � ► 1 � Sign Posting Instructions Required Signage/Mitigation r�,ry3 x. No Signage Required. No Signage Required. No Signage Required. No Signage Required. No Signage Required. No Signage Required. 1�• CA bfiba No Signage Required. No Signage Required. EBI Consulting 4 21 B Street 4 Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York No Signage Required. No Signage Required. EBI Consulting ♦ 21 B Street • Burlington, MA 01803 ♦ 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York RF Signage and Safety Information RF Signage Areas or portions of any transmitter site may be susceptible to high power densities that could cause personnel exposures in excess of the FCC guidelines.These areas must be demarcated by conspicuously posted signage that identifies the potential exposure.Signage must be viewable regardless of the viewer's position.Signs must be legible and readily viewable and readable at a minimum distance of five feet (1.52 meters) from the boundary (and as necessary on approach to this boundary) at which the applicable limits are exceeded, and that controls or indicators be placed at compliance boundaries.The minimum readable letter height at 5 feet from the signage is 0.20 inches for the Message and 0.44 inches for the Signal. GUIDELINES NOTICE CAUTION WARNING This sign will inform anyone of the basic precautions to This sign indicates that RF This sign indicates that RF follow when entering an emissions may exceed the This sign indicates that RF emissions may exceed at least access point to an area with FCC General Population MPE emissions may exceed the I Ox the FCC Occupational FCC Occupational MPE limit. transmitting radiofrequency limit MPE limit. equipment. NOTICE Gen«al Radio Aequenry)RF) NOTICEI- A CAUTION FAIVIVEN I NG Safely Guidelines VnUI llapptluWe antenna•love been de•oWltld,Cleale i'•^"' • •-�') T,wM"Iry MumgO irwrv¢q' ]awMd ]b,enelM 1puorin]: �h•q,vx,atlbteTwYphaNn Yd 4Yo�i•mw,sTMtlrMvwdg4pM Mb ••4 {¢de,•rtl e•wawYnaq®•I _ InywnT 14161wlwieeira•ya ® nbe/]tl pvnM•lym. �' !e[ernnrdaaalwp•xa•IImX. «mM�M••a•ao•Mx ® N>wne v0•wem•a are Vmrminln4 �� laxT•ale+w••Iw�a,••pa•rea•. otwT•epuld•mwM WprtLlla• � ea•/ralea•Id0"W YuW.ia-v "a rollan"bry intemw. 40Wlrontll/06lNMieMq•Y 1.1 �aVMrmn1�ODIMMi01YWlle WvwYmMl�ollfNOelwO•b ® op mt•wwmlrmt•l.nyme«a. �.� wwtW«,weox•alm. (I�l) .munw,w+lnbwal. ((+�1)) � ..+xvwww.War. ® op n]t anunlrem otam.num,,, nare,_lwnoe _ rtrt,_Iwltab sial:_•wrmr. ® D. walk bey«Werry ncn•,barden,wvhwl manes oily Lnia. 1mn towards•rw mtemu. ttnpt/xow: IltTtWxoou vnd./rrooe: $ Conua•mann•owner or property owner llthere are arty q«sdwn«•w,wr,n.Ve�� verizord verizon✓ verizord NOC INFORMATION This Is an ACCUS POINT to an Information signs are used as a means to provide contact information for any questions or concerns. area_""""'nslim, They will include specific cell site identification information and the Verizon Wireless Network — fmu_ IwnW Operations Center phone number. man . Physical Barriers Physical barriers are control measures that require awareness and participation of personnel. Physical barriers are employed as an additional administration control to complement RF signage and physically demarcate an area in which RF exposure levels may exceed the FCC General Population limit. Example: chain-connected stanchions Indicative Markers Indicative markers are visible control measures that require awareness and participation of personnel, as they cannot physically prevent someone from entering an area of potential concern.Indicative markers are employed as an additional administration control to complement RF signage and visually demarcate an area in which RF exposure levels may exceed the FCC General Population limit. Example:paint stripes Occupational Safety and Health Administration (OSHA) Requirements A formal adopter of FCC Standards,OSHA stipulates that those in the Occupational classification must complete training in the following:RF Safety, RF Awareness,and Utilization of Personal Protective Equipment.OSHA also provides options for Hazard Prevention and Control: Hazard Prevention Control • Utilization of good equipment 0 Employ Lockout/Tag out • Enact control of hazard areas • Utilize personal alarms&protective clothing • Limit exposures 0 Prevent access to hazardous locations • Employ medical surveillance and accident response • Develop or operate an administrative control program EBI Consulting 4 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Appendix C Federal Communications Commission (FCC) Requirements EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute.of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general population/uncontrolled population exposure limits for members of the general population. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/.controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General population/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related. Table I and Figure I (below), which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are"time-averaged"limits to reflect different durations resulting from occupational and general population exposures. The FCC's MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density,the FCC has established for equipment operating at frequencies range from 300 Mhz to 1,500 Mhz the Occupational/Controlled limit of(000) mW/cm2 where f is the Frequency in (MHz) and the General Population/Uncontrolled limit of(f/1500) mW/cm where f is the Frequency in (MHz). For equipment operating at frequency ranges from 1900 MHz to 100,000 MHz,the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled MPE limit of 1.0 mW/cm2.These limits are considered protective of these populations. EBI Consulting 4 21 B Street 4 Burlington, MA 01803 ♦ 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road, Orient, New York Table I: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength(E) Strength(H) Power Density(S) [E]', [H]',or S /m Alm (mW/cm ) minutes 0.3-3.0 614 1.63 100 * 6 3.0-30 1842/f 4.89/f 900/f * 6 30-300 61.4 0.163 1.0 6 300-1,500 -- -- f/300 6 1,500-100,000 -- -- 5 6 (B)Limits for General Population/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength(E) Strength(H) Power Density(S)(mW/cm [E]', [H]Z,or S /m Alm ) minutes 0.3-1.34 614 1.63 100 * 30 1.34-30 824/f 2.19/f 180/fZ* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- -- f/1,500 30 1,500-100,000 -- -- 1.0 30 f= Frequency in (MHz) *Plane-wave equivalent power density FigyLe- 1. FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density '1,000 Occupational/Controlled Exposure N General Population/Uncontrolled Exposure E l00 U N 1D \\ W 5 N p \ a \ 0.2 0.1 0.03 0.3 3 30 300 1 3,000 30,000 300,000' 1.34 1,500 100,000 Frequency (MHz) EBI Consulting 4 21 B Street 4 Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient, New York Based on the above,the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Occupational Public MPE Frequency MPE Microwave Point-to-Point 5,000-80,000 MHz 5.00 mW/cm2 1.00 mW/cm2 Broadband Radio BRS 2,600 MHz 5.00 mW/cm2 1.00 mW/cm2 Wireless Communication CS 2,300 MHz 5.00 mW/cm2 1.00 mW/cm2 Advanced Wireless AWS 2,100 MHz 5.00 mW/cm2 1.00 mW/cm2 Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio(SMR) 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution LTE 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Frequency Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons,regardless of age,gender, size, or health. Verizon Wireless' public utility wireless communications facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed above ground level, affording a larger line- of-sight area. Antennas are constructed to propagate towards the horizon,with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. EBI Consulting ♦ 21 B Street ♦ Burlington, MA 01803 • 1.800.786.2346 ��FPAU L J. FORD & COMPANY Report Date: February 12,2024 Client: Wireless Edge ATTN: David Campbell 38 West market Street Rhinebeck, NY, 12572 Phone: (914)712-0000 Email: campbell@wirelessedge.com Structure: 89ft Monopole Site Name: East Orient Point Site Reference#: WEC-NY-1432 Site Address: 40200 Main Road City, County,State: Orient, Suffolk, NY Latitude, Longitude: 41.1525,-72.244361 PJF Project Number: 23824-0003.001.7805 Paul J. Ford and Company is pleased to submit this Structural Analysis Report to determine the tower stress level. Analysis Criteria: This analysis has been performed in accordance with the 2020 New York State Uniform Code (2018 International Building Code)based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Proposed Appurtenance Loads: The structure was analyzed with the proposed loading configuration shown in Table 1 combined with the other considered equipment shown in Table 2 of this report. Summary of Analysis Results: Existing Structure: Pass 53.3% Existing Foundation: Pass 51.3% We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Wireless Edge. If you have any questions or need further assistance on this or any other projects, please give us a call. Respectfully Submitted By: Of NEw Paul J. Ford and Company �, �. 09� r R ` W Nathan C. Miller.--F. y Project Engineeg-� nmiller@pauljford.com nmiller@pauljford.com O,p �8985Z �Q► A�FESS%�� 250 E Broad St,Suite 600 Columbus,OH 43215 Phone 614.221.6679 Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Table 5-Tower Component Stresses vs Capacity 4.1)Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Additional Calculations Founded In 1965 www.PauliFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 3 1) INTRODUCTION This is a 89ft Monopole designed by Valmont in November of 2013. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: D Topographic Factor: 1 Ice Thickness: 1 in Ice Wind Speed: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Equipment Center Number Number Feed Mounting Line Antenna Line Owner of Antenna Model of Feed Notes (Carrier) Level (ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 3 I commscope I STX61742Q-43 Verizon 87.0 87.0 3 quintel QS6610-5C 12 7/8 1 technology 84.0 1 concealment 38"o x 10'shroud Notes: 1) Proposed Equipment Table 2-Other Considered Equipment Equipment Center Number Number Feed Owner Mounting Line of Antenna � Antenna Model of Feed Line Notes (Carrier) Level(ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 6 I commscope I ETT19V2S12UB - T-Mobile, 75.0 75.0 3 rfs celwave APXVF�12X-C- 18 7/8 1 74.0 1 concealment 38"o x 10'shroud 6 commscope CBC782123-DS 67.0 67.0 3 quintel QS8658-3 . 6 7/8 1 technology AT&T 64.0 1 concealment 38"ro x 10'shroud 6 commscope CBC782123-DS 57.0 57.0 3 T quintel QS8658-3 6 7/8 1 technology 54.0 1 concealment 38"o x 10'shroud 44:0 44.0 1 concealment 38"o x 10'shroud --- -- 1 Empty 34.0 34.0 1 concealment 38"d x 10'shroud --- --- 1 Notes: 1) Existing Equipment Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 4 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Remarks Reference Source Monopole Manufacturer Valmont, 11/25/2013 209586 Drawings Concealment Canister Drawings Valmont, 03/24/2014 209586 Foundation Drawings Valmont, 11/25/2013 209586 Wireless Edge Geotechnical Report Maser, 07/27/2010 0700808A-G151 Structural Analysis GPD, 09/05/2018 2018720.21 3.1)Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2)Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) All coaxial cables are assumed to run internal to the monopole shaft. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical P tK) SF*P_allow % No. Element (K) Capacity pass/Fail L1 89-69 Pole TP10.75x10.75x0.375 1 -2.06 485.12 13.9 Pass L2 69-59 Pole TP10.75x10.75x0.5 2 -4.29 760.76 20.1 Pass L3 59-29 Pole TP14xl4xl.094 3 -12.44 2095.85 22.3 Pass L4 29-0 Pole TP38x38x0.25 4 -17.97 1839.97 23.0 Pass Summary Pole(1-4) 23.0 Pass RATING= 23.0 Pass Table 5-Tower Component Stresses vs Capacity Notes Component Elevation(ft) %Capacity Pass/Fail 1 Flange Bolts 59 31.3 Pass 1 Flange Plate 59 31.1 Pass 1 Flange Bolts 29 48.7 Pass 1 Flange Plate 29 53.3 Pass 1 Anchor Rods 0 29.6 Pass 1 Base Plate 0 14.2 Pass 1 Base Foundation (Structure) 0 16.7 Pass 1 Base Foundation (Soil Interaction) 0 51.3 Pass Structure Rating(max from all components) _ 53.3% Notes: - • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in"Appendix B—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. Founded In 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 6 STANDARD CONDITIONS FOR FURNISHING OF PROFESSIONAL ENGINEERING SERVICES ON EXISTING STRUCTURES BY PAUL J. FORD AND COMPANY 1) Paul J. Ford and Company has not made a field inspection to verify the monopole dimensions or the antenna/coax loading. If the existing conditions are not as represented on these sketches,we should be contacted immediately to reevaluate any conclusions stated in this report. 2) No allowance was made for any damaged, missing, or rusted materials.The analysis of this structure assumes that no physical deterioration has occurred in any of the structural components of the tower and that all the structural members have the same load carrying capacity as the day the tower was erected. 3) It is not possible to have all the detailed information to perform a thorough analysis of every structural sub-component of an existing structure. The structural analysis provided by Paul J. Ford and Company verifies the adequacy of the main structural members of the tower. Paul J. Ford and Company provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. Founded In 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 7 APPENDIX A TNXTOWER OUTPUT Founded in 1965 www.PauljFord.com 100%Employee Owned 89.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADEI Fy Fu A53-B-42 42 ksi 63 ksi 165 ksi 180 ksi A500-50 50 ksi 162 ksl O H O O TOWER DESIGN NOTES 1. Tower designed for Exposure D to the TIA-222-H Standard. 2. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 3. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. v 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.0000 ft a 69.0 ft 7. TIA-222-H Annex S 8. TOWER RATING:23% 0 0 0 0 o w o c o 0 59.0 ft 0 0 o O m o � 0 Q 29.0 ft ALL REACTIONS ARE FACTORED AXIAL 0 0 0 0 25K . m ¢ m SHEAR MOMENT 3 K 131 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 18K SHEA MOMENT 8 K ``343 kip-ft 0.0 ft v REACTIONS-128 mph WIND a y - �_ c c a d i°- m a 3 PJF Paul J. Ford and Company °b'89'Monopole East Orient Point 250 E.Broad St.,Ste 600 Project:PJF 23824-0003 1 WEC-NY-1432 Columbus,OH 43215 client:Wireless Ede own hy:Nathan Miller APPd• PJFLogo Phone:614-221-6679 code:TIA-222-H Dale:02112/24 Ala' NTS FAX. Path: Dwg No.E-1 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 8 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: 1) Tower base elevation above sea level: 8.1000 ft. 2) Basic wind speed of 128 mph. 3) Risk Category II. 4) Exposure Category D. 5) Simplified Topographic Factor Procedure for wind speed-up calculations is used. 6) Topographic Category: 1. 7) Crest Height: 0.0000 ft. 8) Nominal ice thickness of 1.0000 in. 9) Ice thickness is considered to increase with height. 10) Ice density of 56.00 pcf. 11)A wind speed of 50 mph is used in combination with ice. 12) Temperature drop of 50 'F. 13) Deflections calculated using a wind speed of 60 mph. 14) TIA-222-H Annex S. 15) A non-linear(P-delta)analysis was used. 16) Pressures are calculated at each section. 17) Stress ratio used in pole design is 1.05. 18) Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. . Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 1 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component q Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Comer Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in L1 89.0000- 20.0000 0.00 Round 10.7500 10.7500 0.3750 A53-B-42 69.0000 (42 ksi) L2 69.0000- 10.0000 0.00 Round 10.7500 10.7500 0.5000 A500-50 59.0000 (50 ksi) L3 59.0000- 30.0000 0.00 Round 14.0000 14.0000 1.0940 A500-50 29.0000 (50 ksi) L4 29.0000- 29.0000 18 38.0000 38.0000 0.2500 1.0000 A572-65 0.0000 (65 ksi) Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 9 Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in inz in' in in in3 in° inz in L1 10.7500 12.2228 164.6730 3.6705 5.3750 30.6368 329.3461 6.1077 0.0000 0 10.7500 12.2228 164.6730 3.6705 5.3750 30.6368 329.3461 6.1077 0.0000 0 L2 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 10.7500 16.1007 211.9501 3.6282 5.3750 39.4326 423.9003 8.0455 0.0000 0 L3 14.0000 44.3567 930.1685 4.5793 7.0000 132.8812 1860.3369 22.1651 0.0000 0 14.0000 44.3567 930.1685 4.5793 7.0000 132.8812 1860.3369 22.1651 0.0000 0 L4 38.5476 29.9546 5393.0600 13.4012 19.3040 279.3753 10793.216 14.9802 6.2480 24.992 3 38.5476 29.9546 5393.0600 13.4012 19.3040 279.3753 10793.216 14.9802 6.2480 24.992 3 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ai Factor Stitch Bolt Stitch Bolt Stitch Bolt ft • (per face) in Ar Spacing Spacing Spacing ft2 Diagonals Horizontals Redundants in in in L1 89.0000- 1 0 1 69.0000 L2 69.0000- 1 0 1 59.0000 L3 59.0000- 1 0 1 29.0000 L4 29.0000- 1 1 1 0.0000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t ft Number ftz/ft k/f Leg Torque Type Calculation LDF5-50A (7/8" C No No Inside Pole 87.0000- 12 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 75.0000- 18 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 67.0000- 6 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LDF5-50A (7/8" C No No Inside Pole 57.0000: 6 No Ice 0.0000 0.00 foam) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 In Face Out Face K n ft ft2 ft2 ft2 1-1 89.0000-69.0000 A 0.000 0.000 0.000 0:000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L2 69.0000-59.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L3 59.0000-29.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.41 L4 29.0000-0.0000 A 0.000 0.000 0.000 0.000 0.00 Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 10 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 In Face Out Face K n ft ft2 ft2 ft2 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.40 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness ft2 In Face Out Face K n ft Leg in ft2 ft2 ft2 L1 89.0000-69.0000 A 1.091 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L2 69.0000-59.0000 A 1.068 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.11 L3 59.0000-29.0000 A 1.029 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.41 L4 29.0000-0.0000 A 0.921 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.40 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz ft in in Ice Ice in in L1 89.0000-69.0000 0.0000 0.0000 0.0000 0.0000 L2 69.0000-59.0000 0.0000 0.0000 0.0000 0.0000 L3 59.0000-29.0000 0.0000 0.0000 0.0000 0.0000 L4 29.0000-0.0000 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft2 Vert ° ft It ft QS6610-5C A From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice QS6610-5C B From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice QS6610-5C C From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.05 0.00 1/2" 0.0000 0.0000 0.10 0.00 Ice 0.0000 0.0000 0.16 1"Ice STX61742Q-43 A From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice STX61742Q-43 B From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 Founded In 1965 www.PaullFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 11 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front .Side K Leg Lateral t ft2 ft Vert ° g. It It 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice STX61742Q-43 C From Leg 0.5000 0.0000 87.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.01 0.00 Ice 0.0000 0.0000 0.02 1"Ice APXVFWWI2X-C- A From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1/2" 0.0000 0.0000 0.09 0.00 Ice 0.0000 0.0000 0.13 1"Ice APXVFWW12X-C- B From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1/2" 0.0000 0.0000 0.09 0.00 Ice 0.0000 0.0000 0.13 1"Ice APXVFWW12X-C- C From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.05 NA20_TIA 0.00 1&' 0.0000 0.0000 0.09 0.00 Ice_ 0.0000 0.0000 0.13 1"Ice (2)ETT19V2S12UB A From Leg 0.5000 0.0000 76.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice (2)ETT19V2S12UB B From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice (2)ETT19V2S12UB C From Leg 0.5000 0.0000 75.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.03 1"Ice QS8658-3_TIA A From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.10 0.00 1/2" 0.0000 0.0000 0.17 0.00 Ice 0.0000 0.0000 0.26 1"Ice QS8658-3_TIA B From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.10 0.00 1/2" 0.0000 0.0000 0.17 0.00 Ice 0.0000 0.0000 0.26 1"Ice QS8658-3_TIA C From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.10 0.00 1/2" 0.0000 0.0000 0.17 0.00 Ice 0.0000 0.0000 0.26 1"Ice (2)CBC782123-DS A From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice (2)CBC782123-DS B From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice (2)CBC782123-DS C From Leg 0.5000 0.0000 67.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice QS8658-3_TIA A From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.10 0.00 1/2" 0.0000 0.0000 0.17 0.00 Ice 0.0000 0.0000 0.26 1"Ice QS8658-3_TIA B From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.10 0.00 0.0000 0.0000 0.17 Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 12 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hors Adjustmen ft Front Side K Leg Lateral t ftz ftz Vert ° ft ft ft 0.00 1/2" 0.0000 0.0000 0.26 Ice 1"Ice QS8658-3_TIA C From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.10 0.00 1/2" 0.0000 0.0000 0.17 0.00 Ice 0.0000 0.0000 0.26 1"Ice (2)CBC782123-DS A From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice (2)CBC782123-DS B From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice (2)CBC782123-DS C From Leg 0.5000 0.0000 57.0000 No Ice 0.0000 0.0000 0.01 0.00 1/2" 0.0000 0.0000 0.02 0.00 Ice 0.0000 0.0000 0.02 1"Ice Canister Loadl C None 0.0000 89.0000 No Ice 7.1250 7.1250 0.10 1/2" 17.8750 17.8750 0.22 Ice 18.3333 18.3333 0.34 1"Ice Canister Load2 C None 0.0000 79.0000 No Ice 14.2500 14.2500 0.32 1/2" 35.7500 35.7500 0.55 Ice 36.6667 36.6667 0.80 1"Ice Canister Load3 C None 0.0000 69.0000 No Ice 14.2500 14.2500 0.84 1/2" 35.7500 35.7500 1.08 Ice 36.6667 36.6667 1.32 1"Ice Canister Load4 C None 0.0000 59.0000 No Ice 14.2500 14.2500 0.84 1/2" 35.7500 35.7500 1.08 Ice 36.6667 36.6667 1.32 1"Ice Canister Load5 C None 0.0000 49.0000 No Ice 14.2500 14.2500 0.32 1/2" 35.7500 35.7500 0.55 Ice 36.6667 36.6667 0.80 1"Ice Canister Load6 C None 0.0000 39.0000 No Ice 14.2500 14.2500 0.32 1/2" 35.7500 35.7500 0.55 Ice 36.6667 36.6667 0.80 1"Ice Canister Load? C None 0.0000 29.0000 No Ice 7.1250 7.1250 1.23 1/2" 17.8750 17.8750 1.34 Ice 18.3333 18.3333 1.46 1"Ice Tower Pressures - .No Ice GH=i.ioo Section z Kz q: AG F AF AR Ater Leg CAAA CAAA Elevation ft ksf ft2 a ftz ftz ftz % In Out It c Face Face e ftz ftz L189.0000- 79.0000 1.375 0.055 17.917 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.053 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 Founded In 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 13 Section z KZ q. AG F AF AR Aeg Leg CAAA CAAA Elevation ft ksf ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.049 35.000 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.03 0.041 93.157 A 0.000 93.157 93.157 100.00 0.000 0.000 0.0000 B 0.000 93.157 100.00 0.000 0.000 C 0.000 93.157 100.00 0.000 0.000 Tower Pressure - With Ice GH=1.ioo Section z Kz q. tz AG F AF AR Aieg Leg CAAA CAAA Elevation ft ksf in ft2 a ft2 ft2 ft2 % In Out ft c Face Face e ft2 ft2 L189.0000- 79.0000 1.375 0.008 1.0912 21.554 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.008 1.0685 10.739 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.008 1.0292 40.146 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.03 0.006 0.9211 97.609 A 0.000 97.609 97.609 100.00 0.000 0.000 0.0000 B 0.000 97.609 100.00 0.000 0.000 C 0.000 97.609 100.00 0.000 0.000 Tower Pressure - Service GH=1.1oo Section z KZ q: AG F AF AR Ateg Leg CAAA CAAA Elevation ft ksf ft2 a ft, ft2 ft2 % In Out ft c Face Face e ft2 ft2 L189.0000- 79.0000 1.375 0.011 17.917 A 0.000 0.000 0.000 0.00 0.000 0.000 69.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L2 69.0000- 64.0000 1.326 0.010 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 59.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L3 59.0000- 44.0000 1.242 0.010 35.000 A 0.000 0.000 0.000 0.00 0.000 0.000 29.0000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 L4 29.0000- 14.5000 1.03 0.008 93.157 A 0.000 93.157 93.157 100.00 0.000 0.000 0.0000 B 0.000 93.157 100.00 0.000 0.000 C 0.000 93.157 100.00 0.000 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice Founded In 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 14 Comb. Description No. 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load K Moment Moment No. Comb. kip-ft kip-ft L1 89-69 Pole Max Tension 3 0.00 0.00 -0.00 Max.Compression 26 -3.96 0.00 0.00 Max.Mx 8 -2.06 -18.04 0.00 Max.My 2 -2.06 0.00 18.04 Max.Vy 8 1.36 -18.04 0.00 Max.Vx 2 -1.36 0.00 18.04 Max.Torque 7 0.00 L2 69-59 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -7.47 0.00 0.00 Max.Mx 8 -4.29 -40.36 0.00 Max.My 2 -4.29 0.00 40:36 Max.Vy 8 2.24 -24.73 0.00 Max.Vx 2 -2.24 0.00 24.73 Max.Torque 7 0.00 L3 59-29 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -18.25 0.00 0.00 Max.Mx 8 -12.44 -156.27 0.00 Max.My 2 -12.44 0.00 156.27 Max.Vy 8 4.64 -114.73 0.00 Max.Vx 2 -4.64 0.00 114.73 Max.Torque 7 0.00 Founded in 1965 www.PaullFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 15 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load .K Moment Moment No. Comb. kip-ft kip-ft L4 29-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -25.27 0.00 0.00 Max.Mx 8 -17.97 -343.40 0.00 Max.My 2 -17.97 0.00 343.40 Max.Vy 8 7.94 -343.40 0.00 Max.Vx 2 -7.94 0.00 343.40 Max.Torque 7 0.00 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 25.27 . 0.00 0.00 Max.H. 20 17.97 7.93 0.00 Max.Hz 2 17.97 0.00 7.93 Max.Mx 2 343.40 0.00 7.93 Max.M. 8 343.40 -7.93 0.00 Max.Torsion 7 0.00 -6.87 3.97 Min.Vert 3 13.48 0.00 7.93 Min.HX 8 17.97 -7.93 0.00 Min.Hz 14 17.97 0.00 -7.93 Min.Mx 14 -343.40 0.00 -7.93 Min.M. 20 -343.40 7.93 0.00 Min.Torsion 11 -0.00 -6.87 -3.97 Tower Mast Reaction Summary Load Vertical Shear Shearz Overturning Overturning Torque Combination K K K Moment,MX Moment,M: kip-ft kip-ft kip-ft Dead Only 14.98 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg- 17.97 0.00 -7.93 -343.40 0.00 0.00 No Ice 0.9 Dead+1.0 Wind 0 deg- 13.48 0.00 -7.93 -341.52 0.00 0.00 No Ice 1.2 Dead+1.0 Wind 30 deg- 17.97 3.97 -6.87 -297.40 -171.70 0.00 No Ice 0.9 Dead+1.0 Wind 30 deg- 13.48 3.97 -6.87 -295.77 -170.76 0.00 No Ice 1.2 Dead+1.0 Wind 60 deg- 17.97 6.87 -3.97 -171.70 -297.40 -0.00 No Ice 0.9 Dead+1.0 Wind 60 deg- 13.48 6.87 -3.97 -170.76 -295.77 -0.00 No Ice 1.2 Dead+1.0 Wind 90 deg- 17.97 7.93 0.00 0.00 -343.40 0.00 No Ice 0.9 Dead+1.0 Wind 90 deg- 13.48 7.93 0.00 0.00 341.52 0.00 No Ice 1.2 Dead+1.0 Wind 120 deg 17.97 6.87 3.97 171.70 -297.40 0.00 -No Ice 0.9 Dead+1.0 Wind 120 deg 13.48 6.87 3.97 170.76 -295.77 .0.00 -No Ice 1.2 Dead+1.0 Wind 150 deg 17.97 3.97 6.87 297.40 -1.71.70 -0.00 -No Ice 0.9 Dead+1.0 Wind 150 deg 13.48 3.97 6.87 295.77 -170.76 -0.00 -No Ice 1.2 Dead+1.0 Wind 180 deg 17.97 0.00 7.93 343.40 0.00 0.00 -No Ice 0.9 Dead+1.0 Wind 180 deg 13.48 0.00 7.93 341.52 0.00 0.00 -No Ice 1.2 Dead+1.0 Wind 210 deg 17.97 -3.97 6.87 297.40 171.70 0.00 -No Ice Founded in 1965 www.PaullFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 16 Load Vertical ShearX Shear: Overturning Overturning Torque Combination K K K Moment,MX Moment,M: kip-ft kip-ft kip-ft 0.9 Dead+1.0 Wind 210 deg 13.48 -3.97 6.87 295.77 170.76 0.00 -No Ice 1.2 Dead+1.0 Wind 240 deg 17.97 -6.87 3.97 171.70 297.40 -0.00 -No Ice 0.9 Dead+1.0 Wind 240 deg 13.48 -6.87 3.97 170.76 295.77 -0.00 -No Ice 1.2 Dead+1.0 Wind 270 deg 17.97 -7.93 0.00 0.00 343.40 0.00 -No Ice 0.9 Dead+1.0 Wind 270 deg 13.48 -7.93 0.00 0.00 341.52 0.00 -No Ice 1.2 Dead+1.0 Wind 300 deg 17.97 -6.87 -3.97 -171.70 297.40 0.00 -No Ice 0.9 Dead+1.0 Wind 300 deg 13.48 -6.87 -3.97 -170.76 295.77 0.00 -No Ice 1.2 Dead+1.0 Wind 330 deg 17.97 -3.97 -6.87 -297.40 171.70 -0.00 -No Ice 0.9 Dead+1.0 Wind 330 deg 13.48 -3.97 -6.87 -295.77 170.76 -0.00 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 25.27 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 25.27 0.00 -2.72 -131.21 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 25.27 1.36 -2.36 -113.63 -65.61 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 25.27 2.36 -1.36 -65.61 -113.63 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 25.27 2.72 0.00 0.00 -131.21 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1:0 Wind 120 25.27 2.36 1.36 65.61 113.63 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 25.27 1.36 2.36 113.63 -65.61 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 25.27 0.00 2.72 131.21 0.00 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 25.27 -1.36 2.36 113.63 65.61 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 25.27 -2.36 1.36 65.61 113.63 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 25.27 -2.72 0.00 0.00 131.21 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 25.27 -2.36 -1.36 -65.61 113.63 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 25.27 -1.36 -2.36 -113.63 65.61 -0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 14.98 0.00 -1.56 -67.22 0.00 0.00 Dead+Wind 30 deg-Service 14.98 0.78 -1.35 -58.21 -33.61 0.00 Dead+Wind 60 deg-Service 14.98 1.35 -0.78 -33.61 -58.21 0.00 Dead+Wind 90 deg-Service 14.98 1.56 0.00 0.00 -67.22 0.00 Dead+Wind 120 deg- 14.98 1.35 0.78 33.61 -58.21 0.00 Service Dead+Wind 150 deg- 14.98 0.78 1.35 58.21 -33.61 0.00 Service Dead+Wind 180 deg- 14.98 0.00 1.56 67.22 0.00 0.00 Service Dead+Wind 210 deg- 14.98 -0.78 1.35 58.21 33.61 0.00 Service Dead+Wind 240 deg- 14.98 -1.35 0.78 33.61 58.21 0.00 Service Dead+Wind 270 deg- 14.98 -1.56 0.00 0.00 67.22 0.00 Service Dead+Wind 300 deg- 14.98 -1.35 -0.78 -33.61 58.21 0.00 Service Dead+Wind 330 deg- 14.98 -0.78 -1.35 -58.21 33.61 0.00 Service Founded in 1965 www.PaullFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 17 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -14.98 0.00 0.00 14.98 0.00 0.000% 2 0.00 -17.97 -7.93 0.00 17.97 7.93 0.003% 3 0.00 -13.48 -7.93 0.00 13.48 7.93 0.005% 4 3.97 -17.97 -6.87 -3.97 17.97 6.87 0.003% 5 3.97 -13.48 -6.87 -3.97 13.48 6.87 0.005% 6 6.87 -17.97 -3.97 -6.87 17.97 3.97 0.003% 7 6.87 -13.48 -3.97 -6.87 13.48 3.97 0.005% 8 7.93 -17.97 0.00 -7.93 17.97 0.00 0.003% 9 7.93 -13.48 0.00 -7.93 13.48 0.00 0.005% 10 6.87 -17.97 3.97 -6.87 17.97 -3.97 0.003% 11 6.87 -13.48 3.97 -6.87 13.48 -3.97 0.005% 12 3.97 -17.97 6.87 -3.97 17.97 -6.87 0.003% 13 3.97 -13.48 6.87 -3.97 13.48 -6.87 0.005% 14 0.00 -17.97 7.93 0.00 17.97 -7.93 0.003% 15 0.00 -13.48 7.93 0.00 13.48 -7.93 0.005% 16 -3.97 -17.97 6.87 3.97 17.97 -6.87 0.003% 17 -3.97 -13.48 6.87 3.97 13.48 -6.87 0.005% 18 -6.87 -17.97 3.97 6.87 17.97 -3.97 0.003% 19 -6.87 -13.48 3.97 6.87 13.48 -3.97 0.005% 20 -7.93 -17.97 0.00 7.93 17.97 0.00 0.003% 21 -7.93 -13.48 0.00 7.93 13.48 0.00 0.005% 22 -6.87 -17.97 -3.97 6.87 17.97 3.97 0.003% 23 -6.87 -13.48 -3.97 6.87 13.48 3.97 0.005% 24 -3.97 -17.97 -6.87 3.97 17.97 6.87 0.003% 25 -3.97 -13.48 -6.87 3.97 13.48 6.87 0.005% 26 0.00 -25.27 0.00 0.00 25.27 0.00 0.000% 27 0.00 -25.27 -2.72 0.00 25.27 2.72 0.001% 28 1.36 -25.27 -2.36 -1.36 25.27 2.36 0.001% 29 2.36 -25.27 -1.36 -2.36 25.27 1.36 0.001% 30 2.72 -25.27 0.00 -2.72 25.27 0.00 0.001% 31 2.36 -25.27 1.36 -2.36 25.27 -1.36 0.001% 32 1.36 -25.27 2.36 -1.36 25.27 -2.36 0.001% 33 0.00 -25.27 2.72 0.00 25.27 -2.72 0.001% 34 -1.36 -25.27 2.36 1.36 25.27 -2.36 0.001% 35 -2.36 -25.27 1.36 2.36 25.27 -1.36 0.001% 36 -2.72 -25.27 0.00 2.72 25.27 0.00 0.001% 37 -2.36 -25.27 -1.36 2.36 25.27 1.36 0.001% 38 -1.36 -25.27 -2.36 1.36 25.27 2.36 0.001% 39 0.00 -14.98 -1.56 0.00 14.98 1.56 0.006% 40 0.78 -14.98 -1.35 -0.78 14.98 1.35 0.006% 41 1.35 -14.98 -0.78 -1.35 14.98 0.78 0.006% 42 1.56 -14.98 0.00 -1.56 14.98 0.00 0.006% 43 1.35 -14.98 0.78 -1.35 14.98 -0.78 0.006% 44 0.78 -14.98 1.35 -0.78 14.98 -1.35 0.006% 45 0.00 -14.98 1.56 0.00 14.98 -1.56 0.006% 46 -0.78 -14.98 1.35 0.78 14.98 -1.35 0.006% 47 -1.35 -14.98 0.78 1.35 14.98 -0.78 0.006% 48 -1.56 -14.98 0.00 1.56 14.98 0.00 0.006% 49 -1.35 -14.98 -0.78 ' 1.35 14.98 0.78 0.006% 50 -0.78 -14.98 -1.35 0.78 14.98 1.35 0.006% Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 18 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 14 0.00000001 0.00004831 3 Yes 13 0.00000001 0.00009306 4 Yes 14 0.00000001 0.00006601 5 Yes 13 0.00000001 0.00011643 6 Yes 14 0.00000001 0.00006601 7 Yes 13 0.00000001 0.00011643 8 Yes 14 0.00000001 0.00004831 9 Yes 13 0.00000001 0.00009306 10 Yes 14 0.00000001 0.00006601 11 Yes 13 0.00000001 0.00011643 12 Yes 14 0.00000001 0.00006601 13 Yes 13 0.00000001 0.00011643 14 Yes 14 0.00000001 0.00004831 15 Yes 13 0.00000001 0.00009306 16 Yes 14 0.00000001 0.00006601 17 Yes 13 0.00000001 0.00011643 18 Yes 14 0.00000001 0.00006601 19 Yes 13 0.00000001 0.00011643 20 Yes 14 0.00000001 0.00004831 21 Yes 13 0.00000001 0.00009306 22 Yes 14 0.00000001 0.00006601 23 Yes 13 0.00000001 0.00011643 24 Yes 14 0.00000001 0.00006601 25 Yes 13 0.00000001 0.00011643 26 Yes 6 0.00000001 0.00000001 27 Yes 14 0.00000001 0.00003573 28 Yes 14 0.00000001 0.00003996 29 Yes 14 0.00000001 0.00003996 30 Yes 14 0.00000001 0.00003573 31 Yes 14 0.00000001 0.00003996 32 Yes 14 0.00000001 0.00003996 33 Yes 14 0.00000001 0.00003573 34 Yes 14 0.00000001 0.00003996 35 Yes 14 0.00000001 0.00003996 36 Yes 14 0.00000001 0.00003573 37 Yes 14 0.00000001 0.00003996 38 Yes 14 0.00000001 0.00003996 39 Yes 11 0.00000001 0.00007996 40 Yes 11 0.00000001 0.00007864 41 Yes 11 0.00000001 0.00007864 42 Yes 11 0.00000001 0.00007996 43 Yes 11 0.00000001 0.00007864 44 Yes 11 0.00000001 0.00007864 45 Yes 11 0.00000001 0.00007996 46 Yes 11 0.00000001 0.00007864 47 Yes 11 0.00000001 0.00007864 48 Yes 11 0.00000001 0.00007996 49 Yes 11 0.00000001 0.00007864 50 Yes 11 0.00000001 0.00007864 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 89-69 3.393 39 0.3618 0.0000 L2 69-59 1.931 39 0.3161 0.0000 L3 59-29 1.339 39 0.2396 0.0000 L4 29-0 0.249 39 0.0726 0.0000 Founded in 1965 www.PauIlFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 19 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 89.0000 Canister Load 39 3.393 0.3618 0.0000 40028 87.0000 QS6610-5C 39 3.239 0.3610 0.0000 40028 79.0000 Canister Load2 39 2.632 0.3531 0.0000 20014 75.0000 APXVFWW12X-C-NA20_TIA 39 2.341 0.3433 0.0000 14296 69.0000 Canister Load3 39 1.931 0.3161 0.0000 10482 67.0000 QS8658-3_TIA 39 1.803 0.3029 0.0000 10196 59.0000 Canister Load4 39 1.339 0.2396 0.0000 10434 57.0000 QS8658-3_TIA 39 1.234 0.2240 0.0000 10477 49.0000 Canister Load5 39 0.862 0.1687 0.0000 10551 39.0000 Canister Load6 39 0.499 0.1140 0.0000 10636 29.0000 Canister Load7 39 0.249 0.0726 0.0000 11033 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. It Deflection Load ° in Comb. L1 89-69 17.368 2 1.8527 0.0000 L2 69-59 9.881 2 1.6186 0.0000 L3 59-29 6.850 2 1.2266 0.0000 L4 29-0 1.272 2 0.3712 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in °_ o Curvature Comb. ft 89.0000 Canister Loadl 2 17.368 1.8527 0.0000 7831 87.0000 QS6610-5C 2 16.579 1.8485 0.0000 7831 79.0000 Canister Load2 2 13.471 1.8083 0.0000 3915 75.0000 APXVFWW12X-C-NA20_TIA 2 11.981 1.7580 0.0000 2796 69.0000 Canister Load3 2 9.881 1.6186 0.0000 2050 67.0000 QS8658-3_TIA 2 9.227 1.5511 0.0000 1993 59.0000 Canister Load4 2 6.850 1.2266 0.0000 2038 57.0000 QS8658-3_TIA 2 6.315 1.1468 0.0000 2046 49.0000 Canister Load5 2 4.410 0.8637 0.0000 2060 39.0000 Canister Load6 2 2.552 0.5830 0.0000 2077 29.0000 Canister Load7 2 1.272 0.3712 0.0000 2155 Compression Checks Pole Design Data Section Elevation Size L Lu K1r A P �P Ratio No. ft ft ft inZ K K Pu �Pn L1 89-69(1) TP10.75x10.75x0.375 20.000 0.0000 0.0 12.222 -2.06 462.02 0.004 0 8 L2 69-59(2) T1310.75x%754.5 10.000 0.0000 0.0 16.100 -4.29 724.53 0.006 0 7 L3 59-29(3) TP14xl4xl.094 30.000 0.0000 0.0 44.356 -12.44 1996.05 0.006 0 7 L4 29-0(4) TP38x38x0.25 29.000 0.0000 0.0 29.954 -17.97 1752.35 0.010 0 6 Founded in 1965 www.PauljFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 20 Pole Bending Design Data Section Elevation. Size MX �M= Ratio MY �Mn, Ratio No. ft kip-ft kip-ft M x kip-ft kip-ft M,Y 010m 0Mny L1 89-69(1) TP10.75x10.75x0.375 18.04 127.21 0.142 0.00 127.21 0.000 L2 69-59(2) TP10.75x10.75x0.5 40.36 197.15 0.205 0.00 197.15 0.000 L3 59-29(3) TP14xl4xl.094 156.27 684.97 0.228 0.00 684.97 0.000 L4 29-0(4) TP38x38x0.25 343.40 1487.06 0.231 0.00 1487.06 0.000 Pole Shear Design Data Section Elevation Size Actual Wn Ratio Actual OTn Ratio No. ft VU K VU TU kip-ft T K �Vn kip-ft 0T L1 89-69(1) TP10.75x10.75x0.375 1.36 138.61 0.010 0.00 126.43 0.000 L2 69-59(2) TP10.75x10.75x0.5 2.23 217.36 0.010 0.00 195.88 0.000 L3 59-29(3) TP14xl4xl.094 4.59 598.82 0.008 0.00 679.46 0.000 L4 29-0(4) TP38x38x0.25 7.94 525.70 0.015 0.00 1737.95 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. ft PU M X MY VU TU Stress Stress OPn OMnx OKY 0Vn OTn Ratio Ratio L1 89-69(1) 0.004 0.142 0.000 0.010 0.000 0.146 1.050 4.8.2 L2 69-59(2) 0.006 0.205 0.000 0.010 0.000 0.211 1.050 4.8.2 L3 59-29(3) 0.006 0.228 0.000 0.008 0.000 0.234 1.050 4.8.2 L4 29-0(4) 0.010 0.231 0.000 0.015 0.000 0.241 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPouow % Pass No. ft Type Element K K Capacity Fail L1 89-69 Pole TP10.75x10.75x0.375 1 -2.06 485.12 13.9 Pass L2 69-59 Pole TP10.75x10.75x0.5 2 -4.29 760.76 20.1 Pass L3 59-29 Pole TP14xl4xl.094 3 -12.44 2095.85 22.3 Pass L4 29-0 Pole TP38x38x0.25 4 -17.97 1839.97 23.0 Pass Summary Pole(1-4) 23.0 Pass RATING= 23.0 Pass Founded in 1965 www.PaullFord.com 100%Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 21 APPENDIX B ADDITIONAL CALCULATIONS Founded in 1965 www.PauljFord.com 100%Employee Owned Code Code:, TIA-222-H Ice Thickness:, 1 in Windspeed(V): 128`mph SPINE Ice Wind Speed(V): 50,mph I FLANGE DOLT HOLES Exposure Category:, D- Q CrYP) Topographic Feature:: N/A Risk Category: II t I STIFFENER g ry� (n'P) Tower Information I i FLANGE PLATE Total Tower Height:! 89;ft Base Tower Height: 29! ft FLANGE PLATE Total Canister Length: 60 ft (TYPE 3:SOLIDITY RATIO o.e) Number of Canister Assembly, Sections: 6; Number of Mating Mating Canister Canister Flange Flange Plate Canister Canister Sect' Ventilated Sides Plate Solidity Vent t Assembly Assembly Manufacturer; Plate Plate Weight Weight Number: Length(ft): Diameter in: Canister: Canister 11M Thickness Diameter Ratio Length(ft): gt ( ) (� ) Section (Kip): (Kip) a• —fin): 1 10 38 No Round 3 0.38 38 0.5 0.121 0.199 0-0 2 10 38 1 No Round 3 2.00 1 38 0.5 1 0.643 0.199 1 0-0 3 10 38 No Round 3 2.00 38 0.5 0.643 0.199 0-0 4 10 38 No Round 3 0.38 38 0.5 0.121 0.199 0-0 5 10 38 No Round 3 0.38 38 0.5 0.121 0.199 0-0 6 10 38 No Round 3 3.50 38 0.5 1.126 0.199 0-0 s Sections are numbered from the top of the tower down 3 Select manufacturer if available for vented canister.Leave blankto autocalculate cf values. 'Mating Flange Plate Thickness at the bottom of.canister section Flag on Tower: No Truck Ball on Tower: No Geometry:Base Tower+Spine 23824-0003.eri (lostsaved 02/06 7:19 am) Bottom Wall Pole Height Above Section Lap Splice Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides Top Diameter(in) (in) (in) Radius(in) Material Delete 89 20 0 0 10.75 10.75 0.375 n/a A53-B-42 [x] 69 10 0 0 10.75 10.75 0.5 n/a A500-50 [x] 59 30 0 0 14 14 1.094 n/a A500-50 [x] 29 1 29 0 18 38 1 38 1 0.25 1 1 A572-65 [x] Page 1 of 2 Flagpole Tool(2.3.4) Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF z CFAF z CFAF 1"Ice(ftz) CFAF CFAF z Assembly Weight (ft) No Ice(ft) 1/2"Ice(ft) 2"Ice(ftz) 4"Ice(ft) Weight No 1/2"Ice Ice(Kip) Ki Canister Load 1 89 7.125 17.875 18.333 19.250 21.083 0.099 0.217 Canister Load 2 • 79 14.250 35.750 36.667 38.500 42.167 0.320• 0.555 Canister Load 3 69 14.250 35.750 36.667 38.500 42.167 0.842 1.077 Canister Load 4 59 14.250 35.750 36.667 38.500 42.167 0.842 1.077 Canister Load 5 49 14.250 35.750 36.667 38.500 42.167 0.320 0.555 Canister Load 6 39 14.250 35.750 36.667 38.500 42.167 0.320 0.555 Canister Load 7 29 7.125 17.875 18.333 19.250 21.083 1.225 1.343 Deflection Check Required: Yes Import Deflection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection(inches) 1 21.600 3.120 Sufficient Relative deflection under service level wind speed Page 2 of 2 Flagpole Tool(2.3.4) Job Number: 23824-0003.001.7805 �� PAU L J. FORD Engineer: NCM & COMPANY Date: East 2024 Orient 250 E Broad St,Ste 600•Columbus,OH 43215 Site Name:East Orient Point Phone 614.221.6679 www.pauljford.com Client Number:t WEC NY-1432 Client Project 1: 0 copyright 207A by Paul J.Fad BCanpany,alldghtsrasene!. CALCULATIONSSTEALTH FLANOE CONCEALMENT General 1]AWyCapdiy NOmnf Von PorSe6-15.5 Flange Elevation: It Layout Calculation Type: Connection Type: y Code Revision: Bolt Threads Excluded From Shear Plane: Consider Seismic Loads:* - Flange Connection Reactions Moment. 40.38 kip-it O O Shear. 2.23 kip A)dal: 4.29 kip /1 Member Componet Oefiniflons x Spinelnformafion ❑' use Design Thidmen Member Spine Type Custom Specification. _ we Ides • Grade(Fy): 42 ksi 42.00 � Ultimate Strength(Fa): SJ ksi 83.00 Outside Diameter. 10.750 in 10.75 Thickness: 0.375 in 0.38 -O-- a Toupmm Weld To Flange Weld Type: Lap (arnm,reaeaall ❑Ring Ram Present Weld Capacity Evaluation Methodology. Controlling (eloeren) •L' Electrode: E70 Upper weld Sae: 318 in Lower Wald Size: 318 In SNNener/nformaflon Member Quantity Per Spoke: 0 Width in Height ;_in Thickness :>In Flange Connection Capacity Results 31.3% Pass Upper Toe Height In Lower Tow Height ,. _ .'s.in Spina Wall Tearout I Punching Shear NIA Notch: ;" <-:In AppGed Lead;- Grade(Fy): ksi capacty.- Ultimate Strength(F) '- _ ksi Weld Concealment Flange Bending-Shear 27.5%Pass Electrode t 1 Bonding: AppGadlm6 ipin 64.92 k Horizontal FOlet Weid Size r N fronanrel Cap 11y 225.00 kip4n Ver icai Fiat Wed Slze ir. i :in tt-pi,,) Shear: Applied toad:17.91 dp Capady.270.00 kip Soltlnformatlon Bolt Tension-Shear Checks 31.3%Pass BOIL Specification: Al2S Appffed 1-1:17,91 kip Diameter. 1 InTonsion: Cepaciy 51.54 kip Bolt Ctr l:: 18.000 in Applied Load:0.371ap Quantity per Spoke: 1 (entered 0nsp0ke) Shear. CaPady.35.33 kip Concealment Flange Plate Information - Concealment Flange Welds 31.1%Pass Stiffener To Flange(Horizontal): Applied�'- Outside Diameter. 21.000 In capacity.- Plate Thickness: 2.000 in 30BenerTo Spine(vonteag: AepLm—' Spoke Quantity: 5 Capacity- Spoke Width: 8.000 In Appeal Suess:5.46ldpin Grade(Fy): 80 ksi Flange To Spine: Capady.16.71 kipAn Bolt Tension-Shear Checks Controls Notes:1 Results have been rle .1b ad by dMding by 1.05. _ 2.Spina tear-out check M applicable when stiffeners are not present 3.The upper aM Iowa toe heights are unknown and so cons—envy assumed to be 0-. 4.Base cannatlien b to enaNa elevated flange,which is checked N a 6epaate sheet 5.Tenskxl controls boll capacity. tnxSoarea:OnTOwERV39 wkJasa E4ao M3a-03 Ee310dn LWECNy-1432V3e2-3.00-05 9AW&24ma3 CanalmnLwIAIFAInmATAAu 23824-0003 5g-h Top Stealth Flange Analysis v2.8-2/1212024 Job Number: 23824-0003.001.7805 2024 �� PAU L J. FORD Engineer: NCM & COMPANY Date: East Orient Site Name:East Orient Point 250 E Broad St,Ste 600•Columbus,OH 43215 Site Number:WEC-NY-1432 Phone 614.221.6679 www.pouliford.com Client Project: Client Project 1: a Copyright 2024 by PoW J.Fad a Companr all rghbrea—ati. CONCEALMENTSTEALTH FLANGE • General 0 Apply Capcity Normal'aeeon Per Se Uon 15.5 Flange Elevation: 59.00 ft Layout Calculation Type: Analysis Connection Type: To Elovated Flange y Code Revision: 7U42224H Bolt Threads Excluded From Shear Plane: No Consider Seismic Loads: No 0— Flange Connection Reactions - Moment: 40.36 ktp-ft O O Shear. 2.23 kip �. A1dal: 429 kip - Member Componet Definitions k Spine Information ❑• use Designmidmeu Member Spine Type Custom Spe'it" go n. werddes i- Grade(Fy): 50 ksi 80.00 Ultimate Strength(F„): 65 ksi 85,00 Outside Diameter. 14.000 in 14.00 - Thicknem 1.094 in 1.09 - Claroupda, Weld To Flange O Weld Type: lap (orcumrerendap ❑lung Plate presort Weld Capacity Evaluation Methodology. Controllln0 alodren) •3' Electrode: E70 Upper Weld Size: 1/3 in Lower Weld Size: 113 in SnHenerinlormatiicn Member Quantity Per Spoke: 0 Width. f:, - in Height J" ..in Thickness ..,., rf In Flange Connection Capacity Results 31.3% Pass Upper Toe Height,, +:in Lower Tow Height j' �,_:.In Spine Wail Tearout/Punching Shear NIA Notch: V in Appgo,f 1-1:- Grade(Fv) ,'?,'/ =,a: =`ksi capacity.- Ultimate Strength(Fu) 7 r's� ksi Weld Concealment Flange Handing-Shear 27.0%Pass Electrode Banding: Appka,l lord:35.92 kip-in Horizontal Zet Weld Slze in (or"nzel Copecily.126.56 kipin VBNcaI Fillet Weld Size •In (m spmel Shear, Applied Load:17.91 kip Capacity 202.50 kip Bolt Information Bolt TonslonShear Checks 31.3%Pass Bolt Specifics n: A1329 Tension: Applied load:17.91 kip Diameter. 1 In capaat 5a.53 Wp Boll Circle: 18.000 in shear. Appved Load:0.37 Hp Quantity per Spoke: 1 (cenaoadonapoke) Capaat 35.33 Wp Concealment Flange Plate Information - Concealment Flange Welds 22.2%Pass Stiffener To Flange(Horizontal): Applied Loaa'- Outside Diameter. 21.000 in cafedly- Plate Thickness: 1A00 In Stiffener To Spine(Vertle; Appkoa loon. Spoke Quantity: 8 capdt- Spoke Width: 8A00 in Applied Suess:324 klpnn Grad.(Fy): $0 ksi Flange To Spine: Capacity 13.92Wp/ BoltTensionShear Checks Controls Notes:t Resuks have been normalized by dNding by 1.05. 2.Spine tm-obt check not applicable when stiffeners are not present 3.The upper ad Ia—toe heights are unkn—and so Oen—Ndy..—ad to be W. 4.Base eonneetial is to washer etevalad flange,which is aneded in a separate street. S.Tars'on central bat rapaoiy. tnxSO-0:G:ITOWEm2a9 wielma EdgaVeb-24OWa_ 1Ohnl-,LWE0—l4JNJ&-3Ae1.7en5 aXWaa4OWJ ConwarmanLaLMpANtDATAWe 23824-0003 59-ft Bottom Stealth Flange Analysis v2.8-2A22024 24 �� PA U L J. FORD Job Number: 23824-0003.001.7805 Engineer: NCM & COMPANY Date: East Orient Site Name:Earl Odenl Point 250 E Broad St,Ste 600•Columbus,OH 43215 Site Number:WEC-NY-1432 Phone614.221.6679 www.pauljford.com Client Project: Client Project 1: 0 Capydght 20U by Pad J.Fad b Company.al fight,needed. STEALTH FLANGE CONCEALMENT CALCULATIONS (29'EI.) General ©Apply Capdty Normal'aafion Per Sallon 15.5 Flange Elevation: 29.00 it Layout Calculation Type: Analysis Connection Type: To Monopole y Code Revision: TW222-H Bolt Threads Excluded From Shear Plane: No Consider Seismic Loads: No Flange Connection Reactions - Moment 16e.27 kip-ft Shearl 4.59 kip Matt 12A4 I Member Componet Deflniflons r(� x Spine Information ❑' Use Design T nd.'ness Member 1 Spine Type: Custom= ��' 1 Specification: - werfiaes O o, f Grade(Fy): 50 ksi 80.00 .- Ultimate Strength(F„): 65 ksi 88.00 Outside Diameterl In 14.00 0 - Thickness:1 1.094 In 1.09 - Claroupdale Weld To Flange Weld Type: Lap (ercumferentla0 f]Ring Plate Present Weld Capacity Evaluation McNodology. Controlling (emdgett) Electrode: E70 Upper Weld Size: 112 In Lower Weld Size: 112 in Sgflenerinformation amber Quantity Per Spoke: 0 - Width: in Height ' in Thickness.. , _ ,_,In Flange Connection Capacity Results 53.3% Pass Upper Toe Height• q + c-t ;7 in Lower Taw Height's ,';in Spine Wail Tearout I Punching Shear NIA Notch::. in AppWLood;- Grade(Fy):;'f I ksi cepacly.- . Ultimate Strength(F) ,'Jr its[ Weld Concealment Flange Bending-Shear 43.2%Pass Electrode load:6� Banging: Appt� d:31222 pain Horizontal Fillet Weld Size { r inn Iamgel Otaagt7 ses.as kp4n Vertical Fillet Weld Size - in (tcapWne) Shear. Applied load:44.60 kp capacity 472.50 Up BoltInformation Bolt Tension-Shear Checks 48.7%Pass Bolt Spectficallon: A326 Applied Lwd:44.60 pp Diameter. 1114 Tension:in cap aM.e7.21 kip Bolt Circle: 28.000 In shear. Applied Load:0.77 kip per Spoke: 1 (centered onspoke) Capacity.55.35 kip Concealment Flange Plate In formation Concealment Flange Welds 53.3%Pass Stiffener To Flango(Horizuntali: ApWW Load.- Outside Diameter. OB.00D In CaPady.- Plate Thickness: 3.800 In ApplesLead:- Spoke Quantity,. 8 stiffener To Spine(VerticaQ: Cepacly.- Spoke Width: 8,000 in Applied suers:12.4s pprN Grade(Fy): 80 ksi Fmneo To Spine: capsrty u27 pair" Base Pole/Flange Information Base Pole Connection 32.5%Pass Pole Base Flange Diameter. 78.00 in Apples Loaf:221.71 pp4n Thickness: 0.25 �Elto Bending: capacity6a9.a6 pp4n ge w Flan oMee: Shear. Applied Load:4(l.0 pp capacity 52S.00 kip 'Thickness: 3.50 in Base Flange To Pole Weld: 'Spoke Width: S.OD in Appid Load:46.68 k1p 'Grade(Fr): 50 ksl Capdy 136.67 pp -DekaraTocaaaol anfflangaVail,,, Concealment Flange Welds Controls Weld Type: L./d Notes:1.R..b have been ncrmagaed by dividing by 1.05. FJeetrode: E70 2 Spine tests d-k cal appraable where stiffeners are rat present 3.The upper ad lo-toe heights are unknga n and so eonsereativety assumed to be 0. Weld Size: 5116 in 4.Tmston conwls bat capacity. 'Weld Length: 19.63 in 'Thintaykngth ofpok 0 eased on-belofspokes taxsource:OnTOWE=5 Wilda EdgnmNna24mo3 E lOanm Pmn WEO 143=30na00.1.0a1.7805_eRt NO00 CvwmlmenlehMPAU%DPLU6a 23824-0003_29-ft Stealth Flange Analysis v2.8-2112/2024 Monopole Base Plate Connection Analysis Considerations TIA-222 Revision H Grout Considered: No lar(in) 1.75 Applied Loads O 0 Moment(kip-ft) 343.40 Axial Force(kips) 17.97 Shear Force(kips) 7.94 "TIA-222-H Section 15.5 Applied Connection Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (8)1-3/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44.21"BC Pu—t=44.33 (�Pn_t=142.5 Stress Rating Vu=0.99 (�Vn=90.2 29.6% Base Plate Data Mu=n/a cMn=n/a Pass 48.5904"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 6.71 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 14.2% Pass Pole Data 38"x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Version 4.1.2 Analysis Date:2/12/2024 OF PA U L J. FORD Job Number: 23824-0003.001.7805 Page: & COMPANY Site Number: WEC.NY-432 By: NCM 250 E Broad St,Ste 600•Columbus,OH 43215 Site Name: East Orient Point Date: v1v2024 Phone 614.221.6679 www.pauliford.com DRILLED PIER SOIL AND STEEL ANALYSIS TIA-222-H- Factored Base Reactions from tnxTower Safety Factors/Load Factors/0 Factors Comp.(+) Tension(-) Tower Type= Monopole DP Moment Mu= 343A k-ft Tower Face Width= it Shear,Vu= 7.9 kips ACI Code= ACI 318.14 Axial Load,Put= 16.0 kips(from 12D+1.6W)• Seismic Design Category= D Axial Load,Put= 13.5 0.0 kips(from 0.91)+1.6W)" Risk Category- II OTMu= 347.4 0.0 k-ft @ Ground Reference Standard= TIA-222-H *Put will be used for Sell Analysis. Utilize Shear-Friction Methodology? Yea "Pu2 will be used for Steel Analysis. Use 1.3 Load Factor? No Load Factor= 1.00 Drilled Pier Parameters Safety Factor m Factor Diameter= 5.5 R Soil Lateral Resistance 1 2.001 0.75 Height Above Grade= 0.5 ft Skin Friction= 2.00 0.75 Depth Below Grade= 20.5 ft End Bearing= 2.00 0.75 fc.= 3 ksl Concrete WL Resist Uplift 1 1.25 cc= 0.003 Intin L I D Ratio= 3.82 Load Combinations Checked per TIA-222-H 1.(0.75)Ult.Skin Friction+(0.75)Ult.End Bearing Mat Ftdn.Cap Width= it +(0.75)Effective Soil Wt.-(1.2)Buoyant Conc.Wt.2 Comp. Mat Ftdn.Cap Length= ft 2.(0.75)Ult.Skin Friction+(0.9)Buoyant Conc.Wt.2 Uplift Depth Below Grade= it Steel Parameters Direct Embed Pole Shaft Parameters Reber Ties Dia @ Grade= in Number of Bars= 16 Die @ Depth Below Grade= in Size= 9 4 Number of Sides= Fy= 60 60 ksl Thickness= In MOE= 29000 29000 ksl Fy= ksl Side Clear Cover to Ties= 6 In Backfill Condition= ToplBot Clear Cover to Ties= 3 In Tie Upper Spacing= 12 In Maximum'Capacity Ratios Tie Lower Spacing= 12 In Upper Tie Spacing Depth= 0 it Below TOC Maximum Soil Ratio= 100.0% Maximum Steel Ratio= 100.0% Apply 1.05 Normalization 1yes Soil Parameters Water Table Depth= 8.00 ft Consider Expansive Soils? No Depth to Ignore Soil= 3.00 it . Depth to Full Cohesion 1 16.5 ft Full Cohesion Starts at? 3 x Dlamoter Above Full Cohesion Lateral Resistance=4(Cohesion)(Dia)(H) Below Full Cohesion Lateral Resistance=8(Cohesion)(Dia)(H) Define Soil Layers Note:Cohesion=Undmined Shear Strengh=Unconfined Compressive Strength J 2 Friction Ultimate Comp.Ult. Tension UIL Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth Layer ft pcf psf degrees Soil Type psf psf psf ft 1 6 105 0 28 Sand 6 2 2 125 0 32 Sand 8 3 24 125 0 32 Send 4000 32 4 5 6 7 8 9 10 11 12 Soil Results:Overturning Soil Results:Uplift&Compression Depth to CDR= - 14.63 ft,from Grade Uplift,Tu= 0.00 kips Shear,Vu- 7.94 kips Uplift Capacity,mTn= 50.68 kips Resisting Shear,mVn= 49.93 kips UPLIFT RATIO= 0.0% OK Bending Moment Mu= 463.51 k-ft,from CDR Resisting Moment,(I)Mn= 2914.66 k-f,from CDR Compression,Cu= 17.971kips MOMENTISHEAR RATIO= 15.1% OK comp.Capacity,Q1Cn I 33.33 kips COMPRESSION RATIO= 51.3% OK Steel Results(ACI 318-14):Shear Steel Results(ACI 318-14):Moment/Axial Shear,Vu= 55.62 kips Axial Load,Pu= 33.52 kips @ 5.75 ft Below Grade Shear,mVn= 1134.00 kips Moment Mu= 384.55 k-ft @ 5.75 ft Below Grade SHEAR RATIO= 4.7% OK Moment OMn= 2188.22 k-ft MOMENT RATIO= 16.7% OK v. -Effective: c)L;opyngnr=-yT5uI 1.Forclanci Company,all ngnts reserve ASCE ASCE Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 41.1525 No Address at This Location Risk Category: II Longitude: -72.2444 Soil Class: D-Default(see Elevation: 8.09835036741492 ft(NAVD Section 11.4.3) 88) Frei a4 I:l°M ,�yf?C - •._ � SOW EJy1T°ol: _ _ J hiA bnnm S N*tltroi.4 1 • 3111 9' Point coonl,a.L . � -PslvW,j La ��o x ;a. Orient Paint Jtl fLrL. Eail.hlul' 1. Y�,rvtir. t,.enrat � . WULre>9 Li, Lt1nM -� / .fntit bls.11+y , gwlt Innn hl'� hlanl /P anc a,un1 IUrtnwtl SPnrgs Iwm-iH uYMOUI LICfa I.;:.t lu, ILlllvr '" A nee Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 106 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Tue Feb 06 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately.a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. httpg:Hascehazardtool.org/ Page 1 of 3 Tue Feb 06 2024 ASCE AMERCAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: SS 0.182 So1 0.081 S, 0.051 TL 6 Fa 1.6 PGA: 0.099 F 2.4 PGA M : 0.159 SMS 0.29 FPCA 1.6 SM1 0.122 le : 1 Sos : 0.194 C„ : 0.7 nse Spectrum Design Response Spectrum Seis Design .� 0.20 0.18 0.25. i 0.16 0.20 r s - j 0.14 0.12 I 0.15 0.10 i 0.03 0.10 0.05 0.04 ! 0.02 - 0 0-� 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Sa(g)vs T(s) Sa(9)vs T(s) 018 MCER Vertical Response Spectrum 0.11 Design Vertical Response Spectrum ..• 0.16 pZ 0.10 .�.� 0.14 .•.• 0.09 •; 0.12 •� 0.08 �! k� 0.07 0.10 L 0.06 Ike 0.08 .T �� 0.05 i 0.06 0.04 •!*0,6,0. ��a 0 04 ��iy�s'. 0.03 0 0.5 1.0 1.5 2.0 0 0.5 1.0 1.5 2.0 Sa(g)vs T(s) Sa(9)vs T(s) Data Accessed: Tue Feb 06 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.6-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch.21 are available from USGS. https:Hascehazardtool.org/ Page 2 of 3 Tue Feb 06 2024 ASCE AMMICAN SOGUY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Tue Feb 06 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due.to freezing rain. Thicknesses for ice accretions caused by other sources.shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special;incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https:Hascehazardtool.Org/ Page 3 of 3 Tue Feb 06 2024 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 April 18, 2025 BY HAND DELIVERY Building Department Town of Southold APR 18 7025 Town Hall Annex Building SGu i hULD'i 0iVN 54375 Route 25 PLANNING roARD Southold,New York 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 modification of the existing public utility wireless communication facility (the "Communication Facility") located at 40200 Main Road, Orient,New York, known and designated as District 1000, Section 15, Block 9, Lot 8.1 (the "Property") NYSMSA Site Reference: Orient Point 2 /Our File No. 100-0773 Dear Sir/Madam: Verizon Wireless is submitting the Application for an eligible facilities request to modify an existing wireless facility located on the Property. This eligible facilities request must be approved administratively under Section 6409 of the federal Spectrum Act and Federal Communications Commission ("FCC") rules. Review by the Town is limited to determining whether the proposed modification qualifies as an eligible facilities request that does not substantially change the physical dimensions of the tower. The Building Permit must be approved within 60 days of the request date set forth above, subject to tolling for incompleteness. Proiect Description Verizon Wireless was issued Building Permit #41667, by the Town Building Department on-May 25, 2017, for the existing Communication Facility located on the Property. Thereafter, on September 24, 2018, the Town issued Verizon Wireless Certificate of Occupancy# 39918. As reflected on the construction drawings prepared, signed and sealed by WFC Architects, last revised on September 20, 2024 (the "Drawings"), in order to accommodate new wireless technologies, Verizon Wireless is now proposing to modify the Communication Facility, which will consist OF, but not limited to,the following: • Within the existing concealment pole (the "Pole"): Remove three antennas and six diplexers, and replace with three new antennas and three quad triplexers. • Within the existing ground equipment compound: Remove one existing battery cabinet and one equipment cabinet and replace with two new delta equipment cabinets and one new delta battery cabinet; twelve existing RRH units to be removed and replaced with nine new RRH units; and add three new quad diplexers and three new quad triplexers. 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 Application Materials In connection with Verizon Wireless' Application for the modification of the Communication Facility, enclosed are the following materials: 1. Board of Town Trustees Resolution, dated November 13, 2024, granting Verizon Wireless an Administrative Wetlands Permit; 2. Original Application for Building Permit, executed by Verizon Wireless and the Property owner; 3. Original Authorization, executed by the Property owner; 4. Floodplain Development Permit Application, executed by Verizon Wireless; 5. Certificates of Liability, Disability, and Workers' Compensation Insurance for Cel Tech Electric, Inc., the project contractor; 6. Radio Frequency — Electromagnetic Energy (RF — EME) Jurisdictional Report, prepared by EBI Consulting, dated February 16, 2024; 7. Structural Analysis Report, prepared, signed, and sealed by Paul J. Ford & Company, dated February 12, 2024; 8. Four (4) surveys of the Property; 9. Four (4) sets of the Drawings referenced above; and 10. A check, made payable to the Town, in the amount of$ , representing the Application filing fee. Elillible Facilities Request The Spectrum Act states that"a State or local government may not deny,and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." (See, 47 U.S.C. § 1455(a)(1)).An"eligible facilities request"is defined to include any collocation,removal, or replacement of transmission equipment. (See, 47 U.S.C. § 1455(a)(2)). The FCC adopted rules providing legally binding guidance on key terms of the Spectrum Act, notably defining "substantial change" with certain thresholds. (See, Report and Order FCC 14-153, 29 FCC Rcd. 12865 (FCC October 17, 2014); see also, Report and Order FCC 20-153, 2020 WL 6501650 (FCC October 27, 2020)). As depicted in the Drawings, the proposed modification does not exceed the thresholds established by the FCC: (a)the proposed work under this Application would not increase the height of the Pole since the replacement antennas will remain within the Pole at approximately the same height; (b) the equipment platform will contain less than four equipment cabinets for the technology involved; (c) the proposed modifications to would not require any excavation or deployment beyond the bounds of the existing site; (d) there would be no impact on the concealment elements of the existing Communication Facility as the antennas remain concealed and equipment within the existing compound; and(e)there are no prior conditions of approval that would render the proposed modification work to be non-compliant with this threshold. In sum,the modification qualifies as an"eligible facilities request"under the Spectrum Act and FCC rules, because it does not exceed any of the thresholds, such that it would "substantially change"the physical dimensions of the tower. 2 As stated above, the FCC requires that qualifying eligible facilities requests be approved within 60 days, subject to tolling for incompleteness. (See, 47 C.F.R. § 1.6100(c)(2), (3)). Since the proposed modification involves removal and replacement of equipment that will not substantially change the physical dimensions of the tower, the Town may only require documents that are relevant to determining that same qualifies as an eligible facilities request. (See, 47 C.F.R. § 1.6100(c)(1)). If the Town does not render a decision within the 60-day period, an eligible facilities request can be deemed granted by operation of law. (See, 47 C.F.R. § 1.6100(c)(4)). If you should have any questions,please do not hesitate to contact me. Thank you for your attention to this Application. Y yours, ista Enclosures cc: Verizon Wireless (via email, w/out enclosures) 3 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 May 23, 2025 BY HAND DELIVERY Building Department Town of Southold Town Hall Annex Building 54375 Route 25 Southold, New York 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 modification of the existing public utility wireless communication facility located at 40200 Main Road, Orient, New York, known and designated as District 1000, Section 15, Block 9, Lot 8.1 NYSMSA Site Reference: Orient Point 2 /Our File No. 100-0773 Dear Sir/Madam: In connection with Verizon Wireless' Application, enclosed is a check made payable to the Town, in the amount of$750.00, representing the Building Permit fee. If you should have any questions,please do not hesitate to contact me. Thank you for your attention to this Application. Tn truly yours, e J. Vista Enclosure cc: Verizon Wireless (via email, w/out enclosure) 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR I NEW YORK,NY 10174 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 October 27, 2025 BY FEDERAL EXPRESS Building Department Town of Southold OCT 2 9 � Town Hall Annex Building 54375 Route 25 Southold,New York 11971 Re: Building Per it # 51941 is)Wiss") New York SMSA Limited Partnership d/b/a Verizon Wire ss ("Verizon by the Town of Southold (the "Town") in connection wi n of the existing public utility wireless communication facility located at 40200 Main Road, Orient,New York,known and designated as District 1000, Section 15, Block 9, Lot 8.1 NYSMSA Site Reference: Orient Point 2 / Our File No. 100-0773 Dear Sir/Madam: In connection with the close-out of Verizon Wireless' Building Permit, enclosed are the following materials: 1. Copy of the Building Permit; 2. Original Electrical Certificate; 3. Close-out letter prepared, signed and sealed by WFC Architects, dated October 10; 2025; and 4. Four(4) sets of Record Drawings prepared, signed and sealed by WFC Architects, last revised on October 10, 2025. Please note that we are awaiting the Town Trustees inspection of the completed work in connection with the Permit issued by same. If you should have any questions,please do not hesitate to contact me. Thank you for your attention to this matter. Ve y t y ours, Denise J. Vista Enclosures cc: Verizon Wireless (via email, w/out enclosures) Cel Tech Electric (via email, w/out enclosures) 405 LEXINGTON AVENUE CHRYSLER BUILDING,26TH FLOOR NEW YORK,NY 10174 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 December 4, 2025 BY FEDERAL EXPRESS Building Department , 9 2025 Town of Southold - ' Town Hall Annex Building 54375 Route 25 Southold,New York 11971 Re: Building Permit # 51941 issued to New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") by the Town of Southold (the "Town") in connection with the modification of the existing public utility wireless communication facility located at 40200 Main Road,Orient,New York,known and designated as District 1000, Section 15, Block 9, Lot 8.1 NYSMSA Site Reference: Orient Point 2 / Our File No. 100-0773 Dear Sir/Madam: In connection with the close-out of Verizon Wireless' Building Permit, enclosed are the following materials: 1. Flood zone certification, prepared, signed and sealed by WFC Architects, dated December 3, 2025; and 2. Certificate of Compliance issued on November 18,2023, by the Town Trustees for this proj ect. It is our understanding that the Town Planning Department conducted an inspection and will be issuing a memo shortly indicating that the Certificate of Compliance could be issued for the Building Permit. If you should have any questions,please do not hesitate to contact me. Thank you for your attention to this matter. V r my urs, Denise J. Vista Enclosures cc: Verizon Wireless (via email, w/out enclosures) Cel Tech Electric (via email, w/out enclosures) 405 LEXINGTON AVENUE CHRYSLER BUILDING,26T"FLOOR NEW YORK,NY 10174 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 1186-26 DC14969 AM047 . MAP OF PROPERTY StTUATE LAPR2025 OR=PowTown Of Southold, Suffolk Co., N.Y. OWN Scale: 1"-40'Area: 202,276 S.F, or 4.644 Acres OARD a. w=,jOP•° �,/.L°�-` -~ •� ee Certified To: y ,•, "' �� Ow` 40200 Main LLC Westcor Land Title insurance Company AREA CAI CUt ATi0N5 ARFA TO nE UNE a 202.279 Sr. MEA\ •u �/ S •° \^l - ME.UMERwAT[q IN 9DAS1N 587,404 Sr, �•\ '�,�/ .0\.a• ' \/vL >.. AREA OF OU10ARE UWD.80.SS5 SF. AREA OF,LOT COVERAGE(DUILD:NGS)-3.894 SF. ej rHl i i \ \ .•r }F 1 A7A :� Yu\'• \C\�•s er �. � > L~y\\t r.(a � \q \ l•a �i[VVti 9 \ �4 \"1 •"' .n a >e� '°•.\`; .0 p� .� .ua .v ...• .0•fU •r• i •r2 .aa a'-^ .1 l\ IaJ I FI•a.rr ! /r ' J \jut r Il' nm a°auar� .N•j . .nw•c"cow •"' L . .Ax nawK s+ ' lMTL-� rocr.x rac .l uwaaxm mr:•w•w maw w•n+•r °�`"° '•^'* ""� �' a 11S Revised: June 26, 2079 - CEHA L'me &Area Coles. �'•""""r°^'u"' B \GS C{P.^.IED MCREQv PftE »a.°""..+. ,a..-,�••,.,..., REIAMT to 'arfo pue a3) Surveyed: Jan. 3. 2019 ME RDrArm 14m sa'cDuvrt7x aaamtsE . .rr10U FnLYtaus DEED asur,,ns GEORGEWALBRIDGESIARVEYO P.0 LmrdSemrJ•orsdLanditnners '•' «„ •„A� ral A a q. 300 Pantigo Place-Suite 116 "°""°'""°^""°"0•^•"'ma'" .. a P g East Hampton.Lon Island,N.Y.11937 u a�Mp��.. �7 t• \+ ,� PLonc:(631)3240412 Fat:(631)3249&t9 E-mail:info©Lvalbddgesurveyamcaua Elevation Datum ",1YD 1988 - 6.C.T.M, 1000-015-t19-8,1 ' e:\land project\orient-by-sea\dwg\carison\survey-6-26-19 CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONSR0d%'MU6TED x j` DATE,._ E . B.P. - 750 oa \ NOTIFY BUILDING DEPARTMENT AT R �\ a mmmftL 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: �\ s FOUNDATION-TWO REQUIRED \`"\ FOR POURED CONCRETE � ��\ � ��' \ \�� ,^ �o ` , \ Additional ROUGH FRAMING&PLUMBING � � , r \ \ \ \'. \ \; \. Certification wsuu',T1oN N \ 40200 MAIN ROAD , RIENT NY 11 O 5 97 \ � . FINAL-CONSTRUCTION MUST\ \ \,� May Be Required. Y q �-ww w \` BE COMPLETE FOR C.O. , r\ \�: ._:, oo ALL CONSTRUCTION SHALL MEET THE \ VZW PROJECT I D . 16275691 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR A R C H I T E C T S WFC PROJECT NO : 23- 15646 DESIGN OR CONSTRUCTION ERRORS 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com SITE INFORM, ATION PROJECT CONTACTS DRAWING INDEX INITIAL ISSUANCE LATEST ISSUANCE • DE ABC, REVISION NO. 8� DATE �5 DER VERIZON WIRELESS SITE NAME: "ORIENT POINT 2-A" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL WEST NYACK, NY 10994 T-100.00 TITLE SHEET N SITE TYPE/DESCRIPTION: AT ANTENNAS: 1/10/24 4 9/20/24 (3) EXISTING ANTENNAS TO BE REMOVED AND REPLACED TOWER OWNER: OCTAGON TOWERS, LLC (866) 962-0904 G-100.00 GENERAL NOTES AND ABBREVIATIONS 1/10/24 4 9/20/24 WITH (3) NEW ANTENNAS. (6) EXISTING DIPLEXERS TO BE 57 E WASHINGTON STREET A-100.00 ARCHITECTURAL SITE PLAN REMOVED AND REPLACED WITH (3) NEW QUAD CHAGRIN FALLS,OH 44022 1/10/24 4 9/20/24 CONSULTANT: TRIPLEXERS. A-101.00 KEY PLAN AND EAST ELEVATION 1/10/24 4 9/20/24 AT EQUIPMENT PAD: PROPERTY OWNER: 40200 MAIN LLC, c/o RWN MANAGEMENT LLC (631) 421-0535 A-102.00 ENLARGED COMPOUND PLAN 1/10/24 4 9/20/24 (1) EXISTING CABINET TO BE REMOVED AND REPLACED 65 E.55TH STREET A-103.00 EQUIPMENT DETAILS 1/10/24 4 9/20/24 WITH (2) NEW CABINETS. (1) EXISTING BATTERY TO BE 31ST FLOOR, NEW YORK, NY REMOVED AND REPLACED WITH (1) NEW BATTERY. (12) A-104.00 ANTENNA INFORMATION AND EQUIPMENT DETAILS 1/10/24 4 9/20/24 EXISTING RRHs TO BE REMOVED AND REPLACED WITH (9) LEASING CONTACT: JIM KORWAN (516) 946-8920 CO7+I'LYE"�l"W ALL CODES OF NEW RRHs. (3) NEW QUAD DIPLEXERS AND (3) NEW QUAD �-= YOB STATE TOWN CODES TRIPLEXERS TO BE INSTALLED. AS RESOUIR D 4ND CONDMONS OF PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 CONSTRUCTION CONTACT: PENDING - �'�51�'P�.1�T0' �� VZW PROJECT ID: 16275691 low* �a.Y�.� sm NO. DATE SUBMISSION VZW LOCATION CODE: 311204 4��jD M 0 01/10/24 ISSUED FOR PRELIM REVIEW A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 1 01/26/24 REVISED PER ATTORNEY COMMENTS LATITUDE: N 41°09' 10.57" (NAD 83) 2 01/30/24 REVISED PER ATTORNEY COMMENTS LONGITUDE: W-72° 14' 39.0 " NAD 83) CAL 3 01/31/24 ISSUED FOR FILING ELEVATION: ±5'AMSL (NGVD 29) INSPECTION REQUIRED IRED 4 09/20/24 REVISED PER VZW PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 ZONING JURISDICTION ---- �'LOOD ZQ�xA-E— SECTION: 15 COMPLY WITH CHAPTER"16"� BLOCK: 9 FLOOD DAMAGE PREVEt4TION LOT(S): 8.1 COUTHOLD' TOWN CODE. 77 ZONING CLASSIFICATION: 1000 NO. DATE REVISION KEY PLAN: AREA OF WORK LOCATIONP KEY MAP` a , tu vv yi , 10 S\ 1,46 . .... ...... .. Rm c: \.;, ::..... :... .. .;`._ H. .. ....... - .. ,.\ .: .. to ..... ww N5, �\\\ , � ORIENT POINT 2 A \. ,,.. " ,.. '.r , : , LS6 UPGRADE mw : > VZW PROJECT ID 16275691 , It 40200 MAN ROAD > „. ,` TITLE : TITLE SHEET „ , , r : , > l DATE: 1/10/24 r '. : :. ". \... .. PROJECT NO: 23 15646 DRAWN BY: BS \ \. CHECKED BY: BS „ ALE: : AS NOTED 0 IEN OINT 2 DRAWING NO: An SITE LOCATION NORTH SITE LOCATION NORTH Ad Nk �� ® 00000 ---------------- GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS ow, DRAWING LEGEND: A I GENERAL REQUIREMENTS WARRANTIES: SITE LEGEND: \\, 'y 1. Information shown on these drawinlgs is for design intent only. Verify existing conditions A/C AIR CONDITIONING IG ISOLATED GROUND '� 1- The Contractor shall guarantee all labor and materials used in this project for a minimum _____- A and dimensions in field. Coordinate discrepancies with the architect and/or engineer. Do not 9 p 1 New Wall Partition 24 Contour/ Topo Line C ACOUSTICAL ID INSIDE DIAMETER �.', ILI scale drawings to determine dimensions. period of one (1) year commencing from the date of final acceptance by the client. ACP ACOUSTICAL PANEL INFO INFORMATION ACT ACOUSTICAL TILE INSUL INSULATION (D)(ION) ` New Rated Partition -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL 2. Establish lines, grades and benchmarks necessary for proper work from given survey 2. The Final date of acceptance is deemed as the date that all required state and federal and installed plumb, level square and true and in proper p q AFF ABOVE FINISH FLOOR data. work shall be erected a p q approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE J .:,. alignment. New Partial Ht. Partition Stockade Fence Line AGL ABOVE GROUND LEVEL �c JANITOR'S CLOSET s; A. Final inspection �' \ 41, 3. All work shall be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy ALT ALTERNATE Existing K Partition -x-x-x- Chain Link Fence Line _ ;. `. ordinances, OSHA standards and regulations wherever applicable. Contractor shall g ATS AUTOMATIC TRANSFER SWITCH ALUM ALUMINUM KW KILOWATT and arrange all third art special inspections required under NYSBC chapter 17. E coordinate a g party p P ANSI AMERICAN NATIONAL ,t . x. 3. Any deficiencies that come evident during this one (1) year period shall be corrected by /� " ors STANDARDS INSTITUTE 8 4. The Contractor shall be responsible for quantities of work. furnish labor, materials and the Contractor at the Contractor's expense. Existing Door to Remain Gas Piping Line p q ; ANT ANTENNA LAM LAMINATE(D) A R C H I T E C T S equipment required to complete work. � t=== Door/Wall To Remove E Electrical Conduit APPV'D APPROVED LAN LOCAL AREA NETWORK QUALITY ASSURANCE ARCH ARCHITECT(ORAL) LB (LBS) POUNDS(S) 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 5. Provide proof of workman's compensation insurance and disability insurance coverage AWG AMERICAN WIRE GAUGE ILL LIVE LOAD New Door T Telco Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com required by governing state law prior to start of work. 000 A. Workmanship shall be of the highest quality and done by employees skilled in the LTE LONG TERM EVOLUTION 6. Each contractor shall be held to halve visited the site and to have verified all existing practice of their trade. y ��.E O A,� °O 9 conditions prior to submission of bid. PNotify the architect immediately and prior to progress Detail Number _TA_ Electrical/Telco B M °"• �° 44 (�ys' �s rCy F J." B. All work which fails to meet the standard as herein described, shall be replaced b the 1 1�� 1'';.� p y Conduits BBU BASE BAND UNIT MAX MAXIMUM �q� �`>`�,• ` T '�`� of work if unusual field conditions arisEe. ! Contractor, at the Contractors sole expense, including the work of others damaged by the A-1 I Section Marker BD BOARD MATL MATERIAL : ` =- 7. The Contractor shall verify and be iresponsible for all field dimensions and job conditions, initial failure or the corrective repairs. o Ground Wire Conduit BLDG BUILDING MBD/MBDs MAIN DISTRIBUTION BOX(ES) and/or omissions which would Drawing Page Number BILK BLOCK MECH MECHANICAL and shall notify the architect of any discrepancies, conflicts, a ,e. � C. All items of work identified on the drawings b name, note, or material designation are B.O. BOTTOM OF MFR(D) MANUFACTURE(R)(D) ," ,�'14 interfere with the satisfactory completiion of the work. Should the Contractor fail to follow this g y g �+ Overhead Wire BSMT BASEMENT MFR/MANUF(S)MANUFACTURER(S) procedure and continue with the work„ the Contractor shall assume all responsibility and new, unless otherwise noted. 1 BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS liability arising therefrom. SP-1o1 Elevation View Catch Basin/Drywell BUR BUILT UP ROOFING N CONSULTANT: SAFETY & HEALTH PROVISIONS 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2"• Door Number Light Pole I p A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 g QL/cL CENTER LINE NO NUMBER pack spaces solid with mineral wool oir approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable AL x'-x' Elevation Benchmark Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other CDMA CODE DIVISION MULTIPLE ACCESS 9. In all cases, drawings shall not be scaled for information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with CEM CEMENT O must be verified in the field. applicable laws, ordinances, rules, regulations, and lawful orders of public authorities a-- Partition Type Tag Fire Hydrant CLR CLEAR(ANCE) oA OVERALL bearing on the safety of all persons and / or their protection from injury. The Contractor shall CLG CEILING oc(o.C.) ON CENTER X COAXIAL CABLE OD(O.D.) OUTSIDE DIAMETER COAX 10. All new materials and installations; shall be in accordance with the manufacturers latest erect and maintain, as required by existing conditions and performance of the Contract, 2 x 2 Ceiling Grid Si Cgn COA CONCRETE MASONRY UNIT OH OVERHEAD printed specifications, and with all applicable code requirements reasonable safeguards for safety and protection, including erecting temporary barriers, CNTR COUNTER OPNG OPENING posting danger signs and other warnings against hazards, promulgating safety regulations COL COLUMN OPP OPPOSITE NO. DATE SUBMISSION 11. All work shall be performed in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites, spaces, and utilities. ELECTRICAL& MECHANICAL LEGEND: CONC CONCRETE trade shall cooperate with other trades to facilitate job scheduling and completion. CONST CONSTRUCTION 0 01/16/24 ISSUED FOR PRELIM REVIEW B. All necessary precautions shall be taken by the Contractor, throughout the course of the Field Weld 0 Smoke Detector CONTR CONTRACT(OR) P 1 01/30/24 REVISED PER ATTORNEY COMMENTS 12. Proprietary names identifying itemis of work are used to designate the standard of 2 01/31/24 REVISED PER ATTORNEY COMMENTS p rY fY 9 g project, to ensure that: Weld All Around CPT CARPET PCS PERSONAL COMMUNICATIONS SERVICES; 3 01/31/24 ISSUED FOR FILING construction. Items of equal quality may be submitted for the architects review. CT CERAMIC TILE PL PLATE 1. Safe and proper ingress and egress from the building and all project areas will be 1/4„ Welding Designation Q Sprinkler Head CTR CENTER PL LAM PLASTIC LAMINATE 4 09/20/24 REVISED PER vZW 13. Each contractor shall be responsible for any damage to adjoining remaining areas as a maintained. CORR CORRIDOR PNL PANEL result of his work, and shall repair damaged surfaces to their pre-existing conditions or as Weld Size Fillet Weld Hung Exit Sign PP POWER PANEL may be required to complete the entire scope of the work. 2. Fire protection and life safety components within the building will be properly D PSI POUNDS PER SQUARE INCH �e patched and finished as necessary, to match maintained. DB(s)/(dB) DECIBEL(s) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall b p ry, Wall Mounted Exit Sign DEMO DEMOLITION existing contiguous surfaces or new fiinishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be DEPT DEPARTMENT R spread out if laced on framed ceiling or roof members. Loads shall not exceed the DIA(0) DIAMETER RAID RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning u their p p g � Duplex Receptacle DIAG DIAGONAL RD ROOF DRAIN p 9 p design live load per square foot. Provide adequate shoring and or bracing where DIM DIMENSION REF REFERENCE NO. DATE REVISION work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be structure has not attained design strength. free of all debris and broom clean upmn completion. Quad Receptacle DL DEAD LOAD REINF REINFORCED DN DOWN REQ'D REQUIRED KEY PLAN: AREA OF WORK 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM, Monday DP DAMP PROOFING RF RADIO FREQUENCY 16. Where applicable, clean all floors„ walls, doors, misc., glass, etc. leaving job free of dust through Saturday, and there will be no construction on holidays, unless agreed to in =fZ* Light Switch DR DOOR RFCC RF CONCEALMENT POLE and debris, prior to project completion. advance, in writing, with the property owner. There will be no construction outside of the DTL DETAIL RFG ROOFING hours of 7:00 AM to 10:00 PM, Monday through Sunday. MATERIAL LLEGEND: DWG DRAWING RIP RETIRE IN PLACE 17. Existing equipment and materials to be removed, which are not required to be relocated Emergency Light (Existing) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) or retained by the owner, shall become the property of the contractor and removed from the 5. Building security shall be maintained in order to prevent unauthorized entry to the RM ROOM ;.-.'-•-'-'' =3-r�" E RO ROUGH OPENING premises. premises and /or secured portions thereof. •• - Concrete Emergency Light (New) EA EACH 18. All concrete used for on-site consitruction shall be air entrained, minimum 4,000 psi at 28 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during EIFS EXTERIOR INSULATION FINISH SYSTEM S days, air entrained from 4% to 5%. construction, unless agreed to in advance, in writing, with the property owner. Steel Section 97 Pendant Flood Light ELEC ELECTRIC(AL) ELEV ELEVATION S SOUTH 19. Elevation 0'-0" is a reference of the existing grade height. Notation to heights will be / / EMDED EMBEDDED SCHD/SCH SCHEDULE 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Undisturbed Earth/Soil Smoke Detector EMERG EMERGENCY SD STORM DRAIN from this elevation, unless otherwise rooted. work broom clean at the end of each day. ENCL ENCLOSE(ENCLOSURE) SECT SECTION EQ EQUAL SF SQUARE FOOT 20. Verizon Wireless will remove hazardous materials, including asbestos containing a Stone/Gravel Existing Fire Extinguisher ETC ET CETERA Sim SIMILAR material(s) encountered throughout. Ilf existing asbestos containing material is encountered ExC EXCAVATE SPEC SPECIFICATION during the work, report this immediately to the Verizon Wireless construction manager for EXH EXHAUST SPR SPRINKLER remediation. Galv. Steel Grating New Fire Extinguisher EXIST/(E) EXISTING SQ SQUARE SS(S/S) STAINLESS STEEL 21. Large scale drawings take precedent over small scale drawings. Detail drawings take . x x x . x x • Galv.Steel Diamond Plate o New 4' Pendant Light F STD STANDARD precedent over large and small scale drawings. x x x x X x x x x x x x x x x FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE Brick Facade ® Supply 22. The Contractor shall be responsible for documenting existing conditions prior to start of PP y FD FLOOR DRAIN SUSP SUSPENDED work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION ;; of existing damaged items, not speciffically noted on construction drawings. Provide copies Z Return FE FIRE EXTINGUISHER T of this documentation to the architect; & Verizon Wireless Construction Manager at start of FIN FINISH(ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall FLRIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FACILITY NOTES APPLICABLE CODES FLR FLOOR OOF(ING THK THICK(MUNIC p FP FIREPROOF TIA TELECOMMUNICATIONSINDUSTRY ASSOCIATION ORIENT POINT 2-A at their own expense. FPSC FIREPROOF SELF-CLOSING T.O. TOP OF 23. In the event of a discrepancy between drawings and specifications or between drawings 1. NEW features labeled as such; all else existing or future by others. ALL CONTRACTORS;WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES FT FEET T.O.S. T.O.S. (TOP OF STEEL) LS6 UPGRADE AS ADOPTED BY THiE LOCAL AUTHORITY HAVINGTHE LOCATIN. THE EDITIO bring the discrepancy to the architect"s attention immediately, in writing, for clarification. OF THE AHJ ADOPTfED CODES AND STANDARDS IN EFFECT ECT ON JURSDICTION T(HE DATEFOR OF CONTRACT AWARD SHALL FTG FOOTING TYP TYPICAL VZW PROJECT ID: 16275691 2. The EXISTING public utility wireless communications facility will be unmanned and will be GOVERN THE DESICGN. THE FOLLOWING CODES ARE NOTED: G U 24. The Contractor shall take no advantage of any apparent error or omission in the visited approximately once a month for maintenance purposes; therefore it is not anticipated to GA GAGE, GAUGE UL UNDERWRITERS LABORATORIES contract documents. in the event the contractor discovers such an error, or omission in the generate additional traffic. ■ BUILDING CODE(OF NEW YORK STATE 2020 GALV GALVANIZED UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM contract documents, the contractor shall immediately notify the architect. The architect will ■ EXISTING BUILDIPNG CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT(OR) uON UNLESS OTHERWISE NOTED 402M MAIN ROAD then make such corrections and interpretations as may be deemed necessary for fulfilling ■ MECHANICAL CODDE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY p y ry g 3. No additional parking is required for the EXISTING use, as this is an unmanned site. ■ PLUMBING CODE: OF NEW YORK STATE 2020 ORIENT, NY 11957 the intent of the contract documents. GHz GIGAHERTZ ■ FUEL AND GAS CCODE OF NEW YORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. 4. No solid or liquid waste will be produced by the EXISTING use, as this is an unmanned site. ■ FIRE CODE OF NEEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE ■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GPS GLOBAL POSITIONING SYSTEM VIF(V.I.F.) VERIFY IN FIELD GENERAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final) close-out photos documenting all installed equipment, 5. No water or sewage facilities are required for the EXISTING use. ■ NFPA 70, NATIONJAL ELECTRICAL CODE (NEC)2020 GSM GLOBAL SYSTEM FOR MOBILE VzW/VW VERIZON WIRELESS mounts, connections, etc. of the completed installation at the antenna level including model ■ NFPA 58, LIQUERIED PETROLEUM GAS CODE 2020 TELECOMMUNICATIONS numbers, down tilts, etc. to the Architect completion upon letion 6. There will be no commercial or retail signs, nor special lighting for the EXISTING site. CONTRACTORS WO)RK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL W p p W WEST DATE: 1/10/24 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. ■ AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 23-15646 EGRESS NOTES CONCRETE. HC HOLLOW CORE WD WOOD DRAWN BY: BS ■ AMERICAN INSTIITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: HDW HARDWARE WM WIRE MESH CHECKED BY: BS - Final redlined As-Built drawings 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60" main CONSTRUCTION„ASD, 15TH EDITION. HT/HGT HEIGHT W/o WITHOUT aisles and a min. of 44" seconds aisles for employees to exits ace in case of an ■ 2017 ICC Al17.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. SCALE: AS NOTED - All third art inspections results secondary p HM HOLLOW METAL WWM WELDED WIRE MESH party p ■ TIA/EIA 222-F(RE:V'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE), STRUCTURAL STANDARDS DRAWING NO: emergency when working within buildings. Maintain aisles free and clear from obstruction. HP HIGH POINT WWF WELDED WIRE FABRIC - clear digital photos on disk or via email FOR STEEL ANTEENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: Provide temporary exit diagrams, mounted in conspicuous locations for all to see. HTG HEATING - Generator start up report (When generators are installed) ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HVAC HEATING VENTILATION - Certificate of Electricians Certificate and grounding test verification TELECOMMUNICYATIONS. &AIR CONDITIONING 9 9 2. Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the ■ ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION course of construction. Should any of these systems require shutdown, notify the Verizon %710100000 Wireless project manager, in writing, with 72 hour notice. y\ W. .\., -01 A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 e \ P. 631.689.845Q F. 631.6$9.8459 1 www.wfcaia.com -INN� EXISITING VERIZON WIRELESS METER / ' r'p WITHING EXISTING METER BANK • - �\ O i CONSULTANT: 4 NYSDEC Freshwater Wetlands O ' • / Q NO. DATE SUBMISSION REFER TO ENLARGED PLAN ON 1 /A-102 \S .04111+ / \ 0 01/10/24 ISSUED FOR PRELIM REVIEW FOR MORE INFORMATION O�G 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS �I 3 01/31/24 ISSUED FOR FILING • • ® ® 4 09/20/24 REVISED PER VZW <1 o 0. NO. DATE REVISION \ / / + KEY PLAN: AREA OF WORK + <1 o, ` + 1p r / ° r /+ Oc9. 000 NYSDEC i al Wetlan¢sr� r v, r r + 0 0" P 01 + J � �5 \ \ + i,, \ 0�p'gdk\ 11\1 \c\ N` 348-4 1 , _ /+ NYSDEC + , A-101 ORIENT POINT 2-A wetlands - LS6 UPGRADE S3g•44,4 � E OW \ VZW PROJECT ID: 16275691 A D S Y 40200 MAIN ROAD ORIENT, NY 11957 TITLE: ARCHITECTURAL SITE PLAN DATE: 1/10/24 PROJECT NO: 23-15646 DRAWN BY: BS TN CHECKED BY: BS NOTE: SCALE: AS NOTED DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, DRAWING NO: CABLES AND ETC. THAT TO BE PLACED WITHIN AN EXISTING CONCEALMENT A% All 00000 POLE. A STRUCTURAL ANALYSIS OF THE POLE SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED 0' 25' 50' 100' 1 SITE PLAN AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK SCALE = 1 " = 50' HAS BEEN PERFORMED BY OTHERS (NOT WFC). 1"=50'-0" NORTH ♦ ................................................................................-_. ................... ,.' ._.,.........._._.......__.._.__.._............................___........__..._.._._...............____.....__..,.....m................. ._.........._._.._........,..........._.......,......................._........,........_......_.m._ ._.._.....m..,..._,..............�._.............,....._I , X X X X X X X X X X X X X X X X X X X X X X X X X X \ \ \\ \ EMS... a; ::: :: .. X , Lol n 14 lt ! Z X � X , a ». 1 EX1SNG ,r. ....... 4*�� I t . � EXISTING � � — . .. .. , ♦ , > "AT& f EQUIPMENT I P'M E'NT " 12-1 TECHNOLOGY DRIVE SETAUKET NY 11733 r >E il.lUIPME .., . ,. ...... ...... .. 3 P. 63 1.68.::. K: � ,. �:: "' - ,. 9.8 5 www.wfcaia.com ..... ...... , ... ... .. ..... ..a ...... ..\. .. .. .... .. ...... ....... n .. ..... \..... .. t♦ ... X X 1 689 F 63 t I I ♦ E v I ., 3 \. ` A. x x4 ,�,. ...... .aHp ....,. �g G 0 ;.........�....._...._ ..............................._.__...........................,.......___"'__._......._.............................................................. .,..,,..........,...................................,.. ...�.,,,...............................,..........................._..�._.,......._____.._....._.........................._.....,,.,......,., X x a x 0 _ _. �. ,_.......__......_..._,.. __.........._.._............._.......................__.........._........................ ..__........_. .._..._........_..... .......... . _ .._... _..., x x x x x x x xJ � x x �x x x x x x x x x x x x x CONSULTANT: k x / EXISTING CONCEALMENT POLE EXISTING EQUIPMENT AREA. REFER TO KEY PLAN ENLARGED PLAN ON 1 /A-102 FOR 1 MORE INFORMATION SCALE = 1/4" = 1 '-0" NO. DATE SUBMISSION 8 9'—0" f AGL 0 01/10/24 ISSUED FOR PRELIM REVIEW T.0. EXISTING CONCEALMENT POLE 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS 3 01/31/24 ISSUED FOR FILING 4 09/20/24 REVISED PER VZW 88'-6" f AGL T.O. INEW VERIZON ANTENNAS 85'-6" f AGL NE:W VERIZON ANTENNAS I 3 EXISTING ANTENNAS TO BE REMOVED ( ) NO. DATE REVISION AND REPLACED WITH (3) NEW KEY PLAN: AREA OF WORK QS6610-5C ANTENNAS. (6) EXISTING DIPLEXERS TO BE REMOVED AND 70'-0" f AGL REPLACED WITH (3) NEW QUAD T.O. EXISTING CANISTER BY OTHERS I TRIPLEXERS 60'-0" t AGL T.O. (EXISTING CANISTER BY OTHERS I LINE OF EXISTING CHAIN LINK FENCE WITH PRIVACY SLATS 50'—(D" f AGL I EXISTING GPS UNIT SECURED TO B.O. EXISTING CANISTER BY OTHERS I EXISTING WEATHER CANOPY POST, TYP. OF (4) (12) EXISTING 7/8" COAX CABLES EXISTING TELCO CABINET SECURED TO ROUTED ALONG EXISTING CABLE TRAY EXISTING HANDRAIL FROM EQUIPMENT TO EXISTING EXISTING 200 A POWER PANEL SECURED CONCEALMENT POLE ' \ � TO EXISTING HANDRAIL ; EXISTING ATS SECURED TO EXISTING HAN D RAI L LINE OF EXISTING WEATHER CANOPY ABOVE ORIENT POINT 2-A EXIST 2 CABINET SND LS6 UPGRADE A EXISTING BATTERY BE REMOVES EXI T STING TT EXISTING ICE BRIDGE REPLACED WITH (2) NEW DELTA VZW PROJECT ID: 16275691 CABINETS AND (1 ) NEW DELTA BATTERY EXISTING 50 KW DIESEL GENERATOR ATOP EXISTING DUNNAGE 40200 MAIN ROAD LINE OF EXISTING HANDRAIL ORIENT, NY 11957 13'—O" f AGL TITLE. .. <,: T.O. EXISTING FENCE � x\"X 6 ''' '•' :::.,t .v . ::,';:k :: :. ;.::•::..k .,r..k s�v.+.m '✓J+ lc ..'T'..-.. x .:\ ;.:..v. , KEY PLAN AND , x. EAST ELEVATION ♦ � n It � A. DATE: 1/10/24 : PROJECT T N - ::c'� ,T.:..T ....... :. ..55TT i `�'\ . .. :<., .;..�.:. . .:,', . "' ':�,� DRAWN BY: BS GRADE TN CHECKED BY: BS SCALE: AS NOTED DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, DRAWING NO: CABLES AND ETC. THAT TO BE PLACED WITHIN AN EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS OF THE POLE SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED 0' 25' 50' 100' EAST ELEVATION AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED m 00000 2 SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK SCALE = 1/8" = 1 '-0" 1�EEN PERFORMED BY OTHERS (NOT WFC). 10=50 -0/f NORTH NOTE: }a INFORMATION HEREIN TAKEN `t FROM REDS DATED 2/22/23; ° TIME STAMPED: 1 :33:20 PM z \. EXISTING ICE BRIDGE (12) EXISTING RRHs TO BE REMOVED AND \\\ 12 EXISTING 7/8� COAX CABLES ALONG REPLACED WITH (3) NEW B2/B66A RRHs, \ e, EXISTING ICE BRIDGE FROM EQUIPMENT TO (3) NEW B5/B13 RRHs, AND (3) NEW EXISTING CONCEALWENT POLE RT-8808-77A RRHs. ADD (3) NEW QUAD TRIPLEXERS AND (3) NEW QUAD EXISTING GPS UNIT-, TYP. OF (4) DIPLEXERS Y A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689:$450:-1 F,'631.689.8459 I www.wfcaia.com m, ,.- ._..,,_...... r '• .err i :` 1 } I X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X &jj. e X x _t , 0 0 CONSULTANT: X 0 c 9F I r x a�>` a �000 ono 0000 0� u k�� Co�u��a� a��uoE�oo�®ooOuou0000��oc000uouoouuo�oo�co 00000u uuouoo�o��o au oouou0000eco�c0000000aouuouuouoo�o�00000uououuuou0ouo 0000 um000uo uu.ou O O O O XMG1 € € S S X I € 4 X f _____..__._____....____-_...._- NO. DATE SUBMISSION x x r,r' cl 0 01/10/24 ISSUED FOR PRELIM REVIEW 1 01/26/24 REVISED PER ATTORNEY COMMENTS X NEW DELTA ,�� NEW DELTA NEW D E LTA EXISTING 50 x 2 01/30/24 REVISED PER ATTORNEY COMMENTS CABINET t` CABINET I I CABINET KW DIESEL 4 09 20 24 ISSUED DED PO ER FILING GENERATOR VZW _....._______-._...._ X NO. DATE REVISION l € KEY PLAN: AREA OF WORK e ~� Ir ~�` E O O O O O x x x X TELCO 0 0 POWER ATS 0 0 0 x PANEL x fw 13 X ai bx X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X �` � u x x LEXISTING 50 KW DIESEL GENERATOR ATOP EXISTING DUNNAGE LINE OF EXISTING CHAIN LINK FENCE WITH X } PRIVACY SLATS LINE OF EXISTING WEATHER CANOPY ORIENT POINT 2-A X + ABOVE LS6 UPGRADE / LINE OF EXISTING HANDRAIL VZW PROJECT ID: 16275691 + (1 ) EXISTING ENODE 9712 CABINET AND (1 ) EXISTING BATTERY TO BE REMOVED x� AND REPLACED WITH (2) NEW DELTA 40200 MAIN ROAD EXISTING TELCO CABINET SECURED TO EXISTING HANDRAIL CABINETS AND (1 ) NEW DELTA BATTERY ORIENT, NY 11957 TITLE: EXISTING 200A POWER PANEL SECURED TO EXISTING HANDRAIL ENLARGED COMPOUND PLAN EXISTING ATS SECURED TO EXISTING HANDRAIL DATE: 1/10/24 EXISTING CANOPY POST, TYP. PROJECT NO: 23-15646 DRAWN BY: BS CHECKED BY: BS SCALE: AS NOTED DRAWING NO: ENLARGED COMPOUND PLAN 09 20-8 ft 5-4#1 J" O 'pq 000 1 3�8„_��—o" NORTH SCALE = 3/8 = 1'-0" MANUFACTURER: SAMSUNG MANUFACTURER: SAMSUNG QUADPLEXER MANUFACTURER: COMMSCOPE MODEL NUMBER: B2/B66A RRH—BR049 (RFV01U—D1A) MODEL NUMBER: B5/B13 RRH—BR04C (RFV01U—D2A) MODEL: SDX1926Q-43 QUAD DIPLEXER WEIGHT: 97.5 LBS WEIGHT: 82.10 LBS WEIGHT: 6.2 LBS. R R H At 15.0 e- 15-0" om no 0 02 11 2 BOTTOM VIEW L6111d, c4 4 a OP 6.9 1 A kv! 37 -2 1 / de o 4 I K� @ P100 0 3UNISTRUT SECURED TI, O TO CANOPY POST X --w TOP VIEW TOP VIEW .150' 89'-0"± ACL 10.0" 15.0" 8.1 FRONT VIEW SIDE VIEW C4 W-1 T.O. VERIZON rr= % N, rT= LLJ A R C H I T E C T S % 1[511411oumn 0 0 vou WIRELESS 113100131311[11 111H PEPSI] p M Hill ANTENNA CAVITY 0000113111011 U1111013031 Hily 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 no Do TOP VIEW EXISTING CANOPY POST 89.8459 1 www.wfcaia.com 0 11211FAR4400001 c� RVIH HOMO q 115503331][100101 0 [Ilvm nmvp q P. 63��6 -,8450 1.6 88'-6"± AGLd�, �2 gamIJI) t2 0o000000p ood000 0o ogg000rg q000p000] pppopoo c:�\-- DER T.O. VERIZON 0 0 00000 0o0 0000000000 0 0 DODO M-000 0000000000 WIRELESS u 6j 6A --SFw �� ,, — ANTENNA TYP. QUADPLEXER MOUNTING DETAIL FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW QUADPLEXER MANUFACTURER: COMMSCOPE MODEL: STX61742Q-43 QUAD TRIPLEXER EXISTING MOUNTING WEIGHT: 10.692 LBS. FN POLE MANUFACTURER: SAMSUNG MODEL NUMBER: RT-8808-77A C—BAND RRH 0 0 0 0 0 0 00 WEIGHT: 59.2 LBS 0(9 W(v(9 u@ 00 CONSULTANT: 85$-6$$± AGLd, 15.0 BOTTOM VIEW TOP VIEW OF VERIZON co RRH 9.0to ,,3.3'# WIRELESS co ANTENNAS TOP VIEW 0 1 1 1 1 (1 ) EXISTING 15.0" 6.8" I 1 1 1 1 VERIZON WIRELESS 0 P1000 UNISTRUT NO. DATE SUBMISSION CWWX063X25GOO SECURED TO FRONT VIEW SIDE VIEW ANTENNA TO BE CANOPY POST 0 01110124 ISSUED FOR PRELIM REVIEW REMOVED AND 1 01/26/24 REVISED PER ATTORNEY COMMENTS REPLACED WITH (1 ) 2 01/30/24 REVISED PER ATTORNEY COMMENTS NEW QS6610-5C 0 EXISTING CANOPY POST 3 01/31/24 ISSUED FOR FILING ANTENNA, TYP. AT u u u 4 09/20/24 REVISED PER VZW EACH SECTOR EXISTING FRONT VIEW SIDE VIEW TYP. RRH MOUNTING DETAIL REMOVABLE COVER FOR ANTENNAS RRH DETAILS EQUIPMENT DETAILS EXISTING MOUNTING 2 SCALE 1 V-0" 3 SCALE 1 -1/2" V-0" NO. DATE REVISION BRACKETS, TYP. KEY PLAN: AREA OF WORK INSTALL (3) NEW QUAD TRIPLEXERS WITHIN EXISTING CANISTER 33.7" 27.3" e- 0.6"0 TYP. (4) 79'-0"± AGL MOUNTING HOLE d-\ SIZE B.O. VERIZON WIRELESS DELTA cq po in Lr) 04 DELTA 0 ANTENNA CAVITY CABINET CABINET 0 01 14=f7j EXISTING MOUNTING LIFTING TABS POLE MOUNTING HOLE LAYOUT TOP VIEW (TYP. OF 4) J* 3'1-2t) JI (1 ) EXISTING VERIZON WIRELESS CWWX063X25000 �71 L [Nvo 10 3/4" e— ANTENNA TO BE &I REMOVED AND REPLACED WITH (1 ) ol 33.7" L, 45.5" NEW QS6610-5C 1 3 KNOCK OUT ... ANTENNA, TYP. AT TYP. (9) EACH SECTOR ORIENT POINT 2-A EXISTING LS6 UPGRADE REMOVABLE COVER \--1.25" KNOCK FOR ANTENNAS 02" KNOCK OUT OUT TYP. (7) VZW PROJECT ID: 16275691 (TYP. OF 2)-----, II 40200 MAN ROAD 0 L co ORIENT, NY 11957 • TITLE: EXISTING EQUIPMENT DETAILS EXISTING CONCRETE PAD CONCRETE PAD DATE: 1/10/24 0 FRONT VIEW r r SIDE VIEW PROJECT NO: 23-15646 DRAWN BY: BS 1w CHECKED BY: BS 29—011 CONTRACTOR SCALE: AS NOTED TO CONFIRM DRAWING NO: CABINET WIDTH "'11' 02e00 ANTENNA TEST FIT EQUIPMENT CABINET DETAILS 3 SCALE = 1 V-0" SCALE = 1/2" = V-0" m FVF'M: M -'m,. .. „ ... ow jo Amva: NEW ANTENNA (TYP .. u. ...:. .. , ..w 3 y X , 4' a s' \. "'. _':' . ,..:. .. .,, ..•,. a\�<;:. ANTENNA MANUFACTURER: . UIINTEL ::. MODEL • \.,' \. :.> r. . . > . N0 1 — WEIGHT: LBS i.9 11.2 6 WL \ t r \c.. �'. ..... .'. iL \ : a UK' :.,\:. _ ,fir •\ 'r;;:.\ \ Nil A R C H I T E ,. kw �. .: 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.5450I F. 631.689.8459 www.wfcaia.com ig �.,..o'a �.... .:°v..:... ... .. R 04 it �. CONSULTANT: t k ... 0) s r lit R FRONT VIEW SIDE. VIEW TOP VIEW ffi RV MMW' \. ",r.. . , NO. DATE SUBMISSION .,. : �.. qw li ....... 0 01/10/24 ISSUED FOR PRELIM REVIEW 1 01/26/24 REVISED PER ATTORNEY COMMENTS 01/30/24 REVISED PER ATTORNEY COMMENTS r 3 01/31/24 ISSUED FOR FILING Al4. \ 4 09/20/24 REVISED PER VZW : .: emu: _�:..:: ANTENNA DETAILS NOT USED SCALE N X SCALE 4 1 0 - T S, r - - - .�,.:.. \ . _ qmw :.: NO. DATE REVISION \ , „ ` „^ `.. KEY PLAN. AREA OF WORK WE A , 4 „ : NOTES: EXISTING ANTENNA NOTES:CABLE SECTORS — 7/8" DIA. CABLE (UP TO 100') o ADHERE MANUFACTURE'S MINIMUM BEN COMMENDATIONS FORANTENNABC DING RADIUS AND RE INSTALLATION (TYPICAL FOR 1 1/4�� DIA. CABLE (UP TO 200') .63 LBS/FT. ORS - IA CABLE ( 01 OR GREATER) 70 LB FT` ALL ANTENNA CABLES) 2 R S x: GPS SHELTER " ;:�, , ,• . ;;; 2. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY MECH INSTALLATION OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW DOWN CABLES / CABLE \ MATERIALS TO MATCH ALIGN AND BE CONTIGUOUS WITH EXISTING TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS ... r SURROUNDING SURFACES LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 60 0' Y (4) 7/8" 100' 3. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING COLOR CODE AND .. SECTOR.\ TOR T /PC /AWS 61 CWWX063X25G00 41.0 LBS. 240 0 Y O /8 100 ,m. , :... . �. ; LTE PCS AWS CWWX063X25G00 „ . / / G1 41.0 LBS. 350' 0' Y 4 7/8a �`'' ti s ... GPS-2 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1 2 .. �.. \ GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY " \ ti GPS-4 CPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2 \\` \ \, \ e : 0: NEW ANTENNA NOTES: CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') ORIENT POINT 2—A SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. LS6 UPGRADE SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. GPS - SHELTER MECH VZW PROJECT ID: 16275691 DOWN CABLES / CABLE TYPE No. TYPE WEIGHT AZIMUTH TILT TPLXR ANTENNA LENGTHS LTE/PCS/AWS Al QS6610-5C 54.0 LBS. 60- 0- Y (4) 7/8" 100' 40200 MAIN ROAD ORIENT, NY 11957 LTE/PCS/AWS B1 QS6610-5C 54.0 LBS. 240- 0- Y (4) 7/8" 100' TITLE: ANTENNA INFORMATION LTE/PCS/AWS G1 QS6610-5C 54.0 LBS. 350- 0- Y (4) 7/8" 100' AND EQUIPMENT DETAILS DATE: 1/10/24 UNITS: GPS-1 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" PROJECT NO: 23-15646 GPS-2 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" DRAWN BY: BS GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" GPS-4 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" CHECKED BY: BS SCALE: AS NOTED DRAWING NO: 1 ANTENNA INFORMATION tAm Jim 04000 SCALE = N.T.S. I i .: D 777 CONSTRUCTION MENT F DOCUMENTS FOR WIRELESS M M COMMUNICATIONS N I CAT(O NS FACILITY: LITY � ' N1 � lENT P INT 110 2 :, 3 w� r� "d ,9" k > r , Y 2 MAIN ROAD 4ORIENT NY0 0011 1s_ r s,'>n 'i m^ia s. r � x VZW PROJECT ID : 16275691 A R C H I T E C T S WFC PROJECT NO : 23- 15646 124 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 F. 631.689.8459 ( www.wfcaia.com INITIAL ISSUANCE LATEST ISSUANCE �`c5 IaDER,� tsl� SITE IlL F® 1® ®J ECT C® TACTS D� � I 1 I� D EX REVISION NO. & DATE VERIZON WIRELESS SITE NAME: "'ORIENT POINT 2-A" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE rr° d/b/a VERIZON WIRELESS _ I 4 CENTEROCK ROAD ARCHITECTURAL WEST NYACK, NY 10994 T-1(00.00 TITLE SHEET 1/10/24 5 10/10/25 J� ?gg y SITE TYPE/DESCRIPTION: AT ANTENNAS: 1(3) EXISTING ANTENNAS TO BE REMOVED AND REPLACED TOWER OWNER: OCTAGON TOWERS, LLC (866) 962-0904 G-100.00 GENERAL NOTES AND ABBREVIATIONS `WITH (3) NEW ANTENNAS. (6) EXISTING DIPLEXERS TO BE 57 E WASHINGTON STREET 1/10/24 5 10/10/25 F NE (REMOVED AND REPLACED WITH (3) NEW QUAD CHAGRIN FALLS, OH 44022 A-1100.00 ARCHITECTURAL SITE PLAN 1/10/24 5 10/10/25 'TRIPLEXERS. A-1101.00 KEY PLAN AND EAST ELEVATION 1/10/24 5 10/10/25 CONSULTANT: ,AT EQUIPMENT PAD: PROPERTY OWNER: 40200 MAIN LLC, C/o RWN MANAGEMENT LLC (631) 421-0535 A-1102.00 ENLARGED COMPOUND PLAN 1/10/24 5 10/10/25 l(1) EXISTING CABINET TO BE REMOVED AND REPLACED 65 E. 55TH STREET A-1103.00 EQUIPMENT DETAILS 1/10/24 5 10/10/25 'WITH (1) NEW CABINETS. (1) EXISTING BATTERY TO BE 31ST FLOOR, NEW YORK, NY IREMOVED AND REPLACED WITH (1) NEW BATTERY. (12) A-1104.00 ANTENNA INFORMATION AND EQUIPMENT DETAILS 1/10/24 5 10/10/25 (EXISTING RRHs TO BE REMOVED AND REPLACED WITH (9) INEW RRHs. (3) NEW QUAD DIPLEXERS AND (3) NEW QUAD LEASING CONTACT: JIM KORWAN (516) 946-8920 'TRIPLEXERS TO BE INSTALLED. 5 PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 CONSTRUCTION CONTACT: PENDING - VZW PROJECT ID: 16275691 IISJO. DATE SUBMISSION VZW LOCATION CODE: 311204 0 01/10/24 ISSUED FOR PRELIM REVIEW A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 1 01/26/24 REVISED PER ATTORNEY COMMENTS LATITUDE: N 41°09' 10.57" (NAD 83) 2 01/30/24 REVISED PER ATTORNEY COMMENTS LONGITUDE: W-72° 14'39.08" (NAD 83) 3 01/31/24 ISSUED FOR FILING ELEVATION: ±5'AMSL (NGVD 29) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 4 09/20/24 REVISED PER VZW 5 10/10/25 RECORD DRAWINGS ZONING JURISDICTION ---- SECTION: 15 BLOCK: 9 LOT(S): 8.1 ZONING CLASSIFICATION: 1000 No. DATE REVISION KEY PLAN: AREA OF WORK J J.J LOCATION KEY MAP F-1 ORIENT POINT 2-A `rAk LS6 UPGRADE VZW PROJECT ID: 16275691 r 40200 MAIN ROAD ORIENT, NY 11957 TITLE: TITLE SHEET ram,,p DATE: 1/10/24 PROJECT NO: 23-15646 DRAWN BY: BS CIHECKED BY: BS SCALE: AS NOTED N � DRAWING NO: SITE LOCATION NORTH SITE LOCATION NORTH I GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS : 2: DRAWING LEGEND: A GENERAL REQUIREMENTS SITE LEGEND: _ 1. Information shown on these drawings is for design intent only. Verify existing conditions WARRANTIES: ": . .' ., A/C AIR CONDITIONING IG ISOLATED GROUND 9 - F • 'n this project minimum Coordinate discrepancies with the architect and/or engineer. Do not 1. The Contractor shall guarantee all labor and materials used I t s p of - --- - New Wall Partition 24' Contour/ To o Line AC ACOUSTICAL ID INSIDE DIAMETER and dimensions in field Co p 9 p ;;•,,, scale drawings to determine dimensions. period of one (1) year commencing from the date of final acceptance by the client. ACP ACOUSTICAL PANEL INFO INFORMATION ACT ACOUSTICAL TILE INSUL INSULATION (D)(ION) rk from given surve New Rated Partition -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL 2. Establish lines, grades and benchmarks necessary for proper wo o g Y required state and federal 2. The Final date of acceptance is deemed as the date that all re data. work shall be erected and installed plumb, level, square and true and in proper p q AFF ABOVE FINISH FLOOR `. ,. . approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE alignment. New Partial Ht. Partition Stockade Fence Line A. Final inspection AGL ABOVE GROUND LEVEL JC JANITOR'S CLOSET ALT ALTERNATE All work hall be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy #' 3. o s p p Y Existing Partition -X-X-X- Chain Link Fence Line ATS AUTOMATIC TRANSFER SWITCH _''^''~ ordinances, OSHA standards and regulations wherever applicable. Contractor shall g ALUM ALUMINUM KW KILOWATT r, : ' ;•, required under NYSBC chapter 17. <� a ' it art s eciial inspections e u . . coordinate and arrange all third party p p q p � ANSI AMERICAN NATIONAL I 3. Any deficiencies that come evident during this one (1) year period shall be corrected by " 3 Existing Door to Remain ors Gas Piping Line STANDARDS INSTITUTE L 4. The Contractor shall be responsible for quantities of work. furnish labor, materials and the Contractor at the Contractor's expense. ANT ANTENNA LAM LAMINATE(D) equipment required to complete work. Door/Wall To Remove E Electrical Conduit APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S ===f t=== 5. Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE ARCH ARCHITECT(ORAL) LL (LBS) POULIVE LOAD Ir b governing state law prior to start of work. AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 1177 required y g g p 000 New Door T Telco Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689 0 I F. 631.689.8459 1 www.wfcaia.com A. Workmanship shall be of the highest quality and done by employees skilled in the 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. LTE LONG TERM EVOLUTION ��5 PNDER�� conditions prior to submission of bid. Notify the architect immediately and prior to progress Detail Number *� Electrical/Telco B M '�� qua E? of work if unusual field conditions arise. B. All work which fails to meet the standard as herein described, shall be replaced by the 1 Conduits BBU BASE BAND UNIT MAX MAXIMUM p '� Contractor, at the Contractors sole expense, including the work of others damaged by the A-� Section Marker BD BOARD MATL MATERIAL * ! 5 initial failure or the corrective repairs. � Ground Wire Conduit '� �� 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, BLDG BUILDING ES MBD/MBDs MAIN DISTRIBUTION BOX (ES) Page Number BLK BLOCK MECH MECHANICAL ( ) and shall notify the architect of any discrepancies, conflicts, and/or omissions which would ? C. All items of work identified on the drawings b name, note, or material designation are B.O. BOTTOM OF MFR(D) MANUFACTURE(R)(D) F interfere with the satisfactory completion of the work. Should the Contractor fail to follow this g Y g OH Overhead Wire BSMT BASEMENT MFR/MANUF(S)MANUFACTURER(S) F N procedure and continue with the work, the Contractor shall assume all responsibility and new, unless otherwise noted. � BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS liability arising therefrom. sP-lol Elevation View Catch Basin/Drywell BUR BUILT UP ROOFING CONSULTANT: SAFETY & HEALTH PROVISIONS N 8. Where pipes, conduits or low tension Wiring penetrate fire rated or sound rated C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2". A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 Door Number - - Light Pole q/CL CENTER LINE NO NUMBER pack spaces solid with mineral wool or approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable '_ " Elevation Benchmark Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other CDMA CODE DIVISION MULTIPLE ACCESS 9. In all cases, drawings shall not be scaled for information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with CEM CEMENT 0 must be verified in the field. a 2 Partition Type Tag Fire Hydrant CLR CLEAR(ANCE) Oa OVERALL applicable laws, ordinances, rules, regulations, and lawful orders of public authorities Yp 9 Y bearing on the safety of all persons and / or their protection from injury. The Contractor shall CLG CEILING OC(O.C.) ON CENTER 10. All new materials and installations shalll be in accordance with the manufacturer's latest COAX COAXIAL CABLE OD(O.D.) OUTSIDE DIAMETER erect and maintain, as required by existing conditions and performance of the Contract, 2 n( 2 Ceiling Grid Sign cMu CONCRETE MASONRY UNIT OH OVERHEAD printed specifications, and with all applicable code requirements reasonable safeguards for safety and protection, including erecting temporary barriers, CMU COUNTER OPNG OPENING posting danger signs and other warnings against hazards, promulgating safety regulations COL NO. DATE SUBMISSION COLUMN OPP OPPOSITE 11. All work shall be performed in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites, spaces, and utilities. ELECTRICAL& MECHANICAL LEGEND: COL CONCRETE 0 01/10/24 ISSUED FOR PRELIM REVIEW trade shall cooperate with other trades to fiacilitate job scheduling and completion. CONST CONSTRUCTION 1 01/26/24 REVISED PER ATTORNEY COMMENTS B. All necessary precautions shall be taken by the Contractor, throughout the course of the Field Weld sQ Smoke Detector CONTR CONTRACT(OR) P 12. Proprietary names identifying items of work are used to designate the standard of 2 01/30/24 REVISED PER ATTORNEY COMMENTS p rY Y g 9 project, to ensure that: Weld All Around CPT CARPET PCs PERSONAL COMMUNICATIONS SERVICES 3 01/31/24 ISSUED FOR FILING construction. Items of equal quality may be; submitted for the architects review. CT CERAMIC TILE PL PLATE 1. Safe and proper ingress and egress from the building and all project areas will be 1�4» Wielding Designation Sprinkler Head CTR CENTER PL LAM PLASTIC LAMINATE a o9/20/24 REVISED PER VZW 13. Each contractor shall be responsible foir any damage to adjoining remaining areas as a maintained. CORR CORRIDOR PNL PANEL 5 10/10/25 RECORD DRAWINGS result of his work, and shall repair damagetd surfaces to their pre-existing conditions or as Filllet Weld PP POWER PANEL may be required to complete the entire sco� a of the work. Weld size Hung Exit Sign D PSI POUNDS PER SQUARE INCH Y q p P 2. Fire protection and life safety components within the building will be properly maintained. DB(S)/(dB) DECIBEL(S) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be pattched and finished, as necessary, to match Wall Mounted Exit Sign DEMO DEMOLITION existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be DEPT DEPARTMENT R spread out if placed on framed ceiling or roof members. Loads shall not exceed the DIA(0) DIAMETER RAID RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning up their desi n live load per s uare foot. Provide adequate uate shoring and or bracin where Duplex Receptacle DIAG DIAGONAL RD ROOF DRAIN work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be g p q q g g DIM DIMENSION REF REFERENCE NO. DATE REVISION J structure has not attained design strength. DL DEAD LOAD REINF REINFORCED free of all debris and broom clean upon completion. Quad Receptacle DN DOWN REQ'D REQUIRED KEY PLAN: AREA OF WORK 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM, Monday DP DAMP PROOFING RF RADIO FREQUENCY 16. Where applicable, clean all floors, wallEs, doors, misc., glass, etc. leaving job free of dust through Saturday, and there will be no construction on holidays, unless agreed to in =f= Light Switch DR DOOR RFCC RF CONCEALMENT POLE and debris, prior to project completion. advance, in writing, with the property owner. There will be no construction outside of the DTL DETAIL RFG ROOFING hours of 7:00 AM to 10:00 PM, Monday through Sunday. MATERIAL LEGEND: DWG DRAWING RIP RETIRE IN PLACE 17. Existing equipment and materials to be removed, which are not required to be relocated Emergency Light (Existing) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) or retained by the owner, shall become the property of the contractor and removed from the 5. Building security shall be maintained in order to prevent unauthorized entry to the RM ROOM premises. premises and / or secured portions thereof. Croncrete :• '�;�S:; RO ROUGH OPENING r �' Emergency Light (New) EA EACH 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 EIFS EXTERIOR INSULATION FINISH SYSTEM S 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during days, air entrained from 4% to 5%. construction, unless agreed to in advance, in writing, with the property owner. Steel Section COP Pendant Flood Light ELEC ELECTRIC(AL) g° p pert Y ELEV ELEVATION S SOUTH 19. Elevation 0'-0" is a reference of the exiistin grade height. Notation to heights will be EMDED EMBEDDED SCHD/SCH SCHEDULE g g g g 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of �� Undisturbed Earth/Soil Smoke Detector EMERG EMERGENCY SD STORM DRAIN from this elevation, unless otherwise noted- . work broom clean at the end of each day. �� ENCL ENCLOSE(ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardoLUs materials, includingasbestos containing u EQ EQUAL SF SQUARE FOOT g Stone/Gravel (p Existing Fire Extinguisher ETC ETCETERA SIM SIMILAR material(s) encountered throughout. If exis>ting asbestos containing material is encountered MM during the work, report this immediately to the Verizon Wireless construction manager for ExC EXCAVATE SPEC SPECIFICATION remediation. G�aly. Steel Grating New Fire Extinguisher EXH EXHAUST SPR SPRINKLER EXIST/(E) EXISTING SQ SQUARE SS (S/S) STAINLESS STEEL 21. Large scale drawings take precedent over small scale drawings. Detail drawings take x x x x x x x ; G;alv.Steel Diamond Plate o New 4' Pendant Light F STD STANDARD precedent over large and small scale drawings. x x x x x x x x FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE 22. The Contractor shall be responsible foir documenting existing conditions prior to start of Brick Facade ® Supply FD FLOOR DRAIN SUSP SUSPENDED work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION ' of existing damaged items, not specifically noted on construction drawings. Provide copies Return FE FIRE EXTINGUISHER T of this documentation to the architect & Verizon Wireless Construction Manager at start of Z FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractorr. Contractor shall remove, repair and/or replace FACILITY NOTES APPLICABLE CODES FLR FLOOR(ING) THK THICK(NESS) at their own expense. FP FIREPROOF TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION ORIENT POINT 2-A FPSC FIREPROOF SELF-CLOSING T.O. TOP OF 23. In the event of a discrepancy between drawings and specifications or between drawings 1. NEW features labeled as such; all else existing or future by others. ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES FT FEET T.O.S. T.O.S. (TOP OF STEEL) LS6 UPGRADE bring the discrepancy to the architect's attention immediately, in writing, for clarification. AS ADOPTED BY THE LOCAL AUTHORITY JURISDICTION OF THEE AHJ ADOPTED CODES AND STANDARDS IN EF ECT ON T( O LL FTG FOOTING TYP TYPICAL HE DATE OF CONTRACT AWARD SHALL VZW PROJECT ID: 16275691 2. The EXISTING public utility wireless communications facility will be unmanned and will be GOVERN THE DESIGN. THE FOLLOWING CODES ARE NOTED: Cj U 24. The Contractor shall take no advantage of any apparent error or omission in the visited approximately once a month for maintenance purposes; therefore it is not anticipated to GA GAGE, GAUGE UL UNDERWRITERS LABORATORIES contract documents. in the event the contractor discovers such an error, or omission in the generate additional traffic. ■ BUILDING CODE OF NEW YORK STATE 2020 GALV GALVANIZED UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM contract documents, the contractor shall immediately notify the architect. The architect will ■ EXISTING BUILDING CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT(OR) UON UNLESS OTHERWISE NOTED 40200 MAIN ROAD then make such corrections and interpretaitions as may be deemed necessary for fulfilling 3. No additional parking is required for the EXISTING use, as this is an unmanned site. ■ MECHANICAL CODE Of NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY ORIENT, NY 11957 the intent of the contract documents. ■ PLUMBING CODE OF NEW YORK STATE 2020 GHz GIGAHERTZ ■ FUEL AND GAS CODE OF NEW YORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. 4. No solid or liquid waste will be produced by the EXISTING use, as this is an unmanned site. ■ FIRE CODE OF NEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE ■ ENERGY CONSERVATIION CODE OF NEW YORK STATE 2020 GPS GLOBAL POSITIONING SYSTEM VIF(V.I.F.) VERIFY IN FIELD (GENERAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final close-out photos documenting all installed equipment, 5. No water or sewage facilities are required for the EXISTING use. ■ NFPA 70, NATIONAL ELECTRICAL CODE (NEC)2020 GSM GLOBAL SYSTEM FOR MOBILE VzW/VW VERIZON WIRELESS mounts, connections, etc. of the completed installation at the antenna level including model ■ NFPA 58, LIQUEFIED PETROLEUM GAS CODE 2020 TELECOMMUNICATIONS numbers, down tilts, etc. to the Architect ulpon completion 6. There will be no commercial or retail signs, nor special lighting for the EXISTING site. CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL W W WEST [DATE: 1/10/24 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. EGRESS NOTES ■ AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH (PROJECT NO: 23-15646 HC HOLLOW CORE WD WOOD CONCRETE. (DRAWN BY: BS 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60" main CONSTRUCTION, ASD„ 15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BY: BS - Final redlined As-Built drawings aisles and a min. of 44 secondary aisles for employees to exit space in case of an ■ 2017 ICC A117.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. HT/HGT HEIGHT W/o WITHOUT SCALE: AS NOTED - All third party inspections results ■ TIA/EIA 222-F REV'G"WHERE APPLICABLE MUNICIPALITIES REQUIRE STRUCTURAL STANDARDS HM HOLLOW METAL WwM WELDED WIRE MESH emergency when working within buildings. Maintain aisles free and clear from obstruction. ( )� (DRAWING NO: 9 Y 9 g HP HIGH POINT WWF WELDED WIRE FABRIC - clear digital photos on disk or via email FOR STEEL ANTENNA,TOWER AND ANTENNA SUPPORTING STRUCTURES: Provide temporary exit diagrams, mounted in conspicuous locations for all to see. ■ TIA 607, COMMERCIAL. BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING l - - Generator start up report (When generators are installed) HVAC HEATING VENTILATION - Certificate of Electricians Certificate and grounding test verification 2. Maintain exit and emergency lighting for adjacent occupied or tenants aces during the TELECOMMUNICATIONS. &AIR CONDITIONING 00000 9 Y g g J P p 9 ■ ANSI T1.311, FOR TELECOM- DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION course of construction. Should any of these systems require shutdown, notify the Verizon Wireless project manager, in writing, with 72 hour notice. , tY Z w 1 A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 \ P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com NDER EXISITING VERIZON WIRELESS METER r'p,; Fad NE�� WITHING EXISTING METER BANK �\ 0 • �� CONSULTANT: 4 NYSDEC Freshwater Wetlands '40 / NO. DATE SUBMISSION REFER TO ENLARGED PLAN ON 1 /A-102 0 + / ,,� 0 01/10/24 ISSUED FOR PRELIM REVIEW FOR IM 0 R E INFORMATION O�G �� /Q 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS 3 01/31/24 ISSUED FOR FILING • ® 4 09/20/24 REVISED PER VZW 5 10/10/25 RECORD DRAWINGS <1 ° + / / < / 1,140. DATE REVISION \ / / + KEY PLAN: AREA OF WORK G + ol 1J + �� 1 kp "' r I /+ r Q Oc9. NYSDEC i al Wetlan 0 0,, P .p _ _ — r p 0. 348.4 /+ NYSDEC + O A-101 ORIENT POINT 2-A -rid wetlands -- 1� . S39•44'40„w LS6 UPGRADE \ VZW PROJECT ID: 16275691 A D S AY 40200 MAIN ROAD ORIENT, NY 11957 TITLE: ARCHITECTURAL SITE PLAN DATE: 1/10/24 PROJECT NO: 23-15646 DRAWN BY: BS TN CHECKED BY: BS NOTE: SCALE: AS NOTED DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, DRAWING NO: • CABLES AND ETC. THAT TO BE PLACED WITHIN AN EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS OF THE POLE SHALL BE PERFORMED BY A 0" 00000 NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED 0' 25' 50' 100' T SITE PLAN AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED I Wj n A 1 SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK SCALE = 1 " = 50' HAS BEEN PERFORMED BY OTHERS (NOT WFC). 1"=50'-0" NORTH 77 - I C x ID x EXISTING EXISTING A R C H I T E C T S T--MOBILE AT&T EQUIPMENT EQUIPMENT 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com L------- ZI X y u \-'o DER x H 11 rc9 ID 0 OP N X X CONSULTANT: x / EXISTING CONCEALMENT POLE EXISTING EQUIPMENT AREA. REFER TO KEY PLAN ENLARGED PLAN ON 1 /A-102 FOR SCALE 1/4" = l '-O" MORE INFORMATION C NO. DATE SUBMISSION 89'-0" AGL 0 01/10/24 ISSUED FOR PRELIM REVIEW '--IFT.O. EXISTING CONCEALMENT P60DE-\ 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS 3 01/31/24 ISSUED FOR FILING 4 09/20/24 REVISED PER VZW AGL 5 10/10/25 RECORD DRAWINGS �-FT.O. NEW VERIZON ANTENNAS 1411� 85-6" ±-- AGL NEW VERIZON ANTENNAS _77 (3) EXISTING ANTENNAS TO BE REMOVED NO. DATE VISION AND REPLACED WITH (3) NEW KEY PLAN: AREA OF WORK QS66110-5C ANTENNAS. (6) EXISTING DIPLEXERS TO BE REMOVED AND 70'-0" ± AGL REPLACED WITH (3) NEW QUAD �TT.O. EXISTING CANISTER BY OTHERS TRIPLEXERS AGL T.O. EXISTING CANISTER BY OTHERS LINE OF EXISTING CHAIN LINK FENCE WITH PRIVACY SLATS 50'-Q" ± AGL I EXISTING GPS UNIT SECURED TO \-PB.O. - EXISTING CANISTER BY OTHERS EXISTING WEATHER CANOPY POST, TYP. OF (4) (12) EXISTING 7/8" COAX CABLES EXISTING TELCO CABINET SECURED TO ROUTED ALONG EXISTING CABLE TRAY EXISTING HANDRAIL FROM EQUIPMENT TO EXISTING EXISTING 200 A POWER PANEL SECURED CONCEALMENT POLE TO EXISTING HANDRAIL EXISTING ATS SECURED TO EXISTING HAN D RAI L LINE OF EXISTING WEATHER CANOPY ABOVE ORIENT POINT 2-A (1 ) EXISTING 9712 CABINET AND (1 ) EXISTING BATTERY TO BE REMOVED AND LS6 UPGRADE EXISTING ICE BRIDGE REPLACED WITH (1) NEW DELTA VZW PROJECT ID: 16275691 CABINETS AND (1 ) NEW DELTA BATTERYrJ EXIS ING 50 KW IESEL GENERATO ATOP EXISTING DUNNAGE 40200 MAN ROAD 1 ,3'-0 AG L LINE OF EXISTING HANDRAIL 'IT ITLE: ORIENT, NY 11957 \-FT.O. EXISTING FENCE KEY PLAN AND o EAST ELEVATION SATE: 1/10/24 PROJECT NO: 23-15646 o'—o DRAWN BY: BS GRADE TN CHECKED BY: BS SCALE: AS NOTED DRAWINGS DEPICT THE INSTALLATION OF NEW VERIZON WIRELESS ANTENNAS, DRAWING NO: CABLES AND ETC. THAT TO BE PLACED WITHIN AN EXISTING CONCEALMENT POLE. A STRUCTURAL ANALYSIS OF THE POLE SHALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (NOT WFC). SIGNED 25' 50' loo, EAST ELEVATION AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED O1 C3f 0 1 Am 100000 SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK SCALE 1/8" l '-O" N"E EEN PERFORMED BY OTHERS (NOT WFC). 1'9=50P-01' NORTH NOTE: INFORMATION HEREIN TAKEN FROM REDS DATED 2/22/23, ,:X: TIME STAMPED: 1 :33:20 PM x'. .- . WIN EXISTING ICE BRIDGE' (12) EXISTING RRHs TO BE REMOVED AND (12) EXISTING 7/8" COAX CABLES ALONG REPLACED WITH (3) NEW B2/B66A RRHs, :`a; • ; m:: ' EXISTING ICE BRIDGE: FROM EQUIPMENT TO (3) NEW 135/613 RRHs, AND (3) NEW EXISTING CONCEALMENT POLE RT-8808-77A RRHs. ADD (3) NEW QUAD EXISTING GPS UNIT TYP. OF 4 TRIPLEXERS AND (3) NEW QUAD DIPLEXERS A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com .......... _ c��kt AR7L cy (�� NDER M .......... .. _._ _ _........._.... . . _ x x x x x x x x x x x x x x x x x x x x x x x — X — X — X — X — X — X — X — X — X — X — x — x — x _F x x O� 0 o CONSULTANT: x 0 00 r I r I F x a x uo�o�000�OuSBuB000EooBogBoOoBuFo:�ouoo�000u El R 00000u1u1�o1Bao�OBo9uR9uo�foH�No 6oNfu1[oICo couuu o�ouuoor_�000 o0oouu0000 tj ououoo �oouu0000 uouoo�0000m O O O O o RE hm x X X AA Al ....................... x NO. DATE SUBMISSION 0 01/10/24 ISSUED FOR PRELIM REVIEW 1 01/26/24 REVISED PER ATTORNEY COMMENTS NEW DELTA I f�Jr NEW D E LTA EXISTING 50 x 2 01/30/24 REVISED PER ATTORNEY COMMENTS 't I CABINET I r'I CABINET KW DIESEL 3 01/31/24 ISSUED FOR FILING 'f �!1 GENERATOR 4 09/20/24 REVISED PER VZW 5 10/10/25 RECORD DRAWINGS -------------- x i x - � I 5 ° , I JLJ NO. DATE REVISION I \ I db KEY PLAN: AREA OF WORK � I � I 1 I O1 O O O O e I X X X X TELCO 0 0 POWER ATS 0 0 0 Ic x PANEL x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Xiw,a P .d „e,,aeaaa« x LEXISTING 50 KW DIESEL GENERATOR ATOP EXISTING DUNNAGE LINE OF EXISTING CHAIN LINK FENCE WITH PRIVACY SLATS LINE OF EXISTING WEATHER CANOPY ORIENT POINT 2-A + ABOVE LS6 UPGRADE x / LINE OF EXISTING HANDRAIL VZW PROJECT ID: 16275691 + (1 ) EXISTING ENODE 9712 CABINET AND (1 ) EXISTING BATTERY TO BE REMOVED AND REPLACED WITH (2) NEW DELTA 40200 MAIN ROAD EXISTING TELCO CABINET SECURED TO CABINETS AND (1 ) NEW DELTA BATTERY ORIENT, NY 11957 EXISTING HANDRAIL 5 TITLE: EXISTING 200A POWER PANEL SECURED TO EXISTING HANDRAIL ENLARGED COMPOUND PLAN EXISTING ATS SECURED TO EXISTING HANDRAIL DATE: 1/10/24 EXISTING CANOPY POST, TYP. PROJECT NO: 23-15646 DRAWN BY: BS CHECKED BY: BS SCALE: AS NOTED DRAWING NO: "q 0 0 0' 2'-8" 5-4" ()a ENLARGED COMPOUND PLAN 1 SCALE = 3 8" = 1 '-0" 3/a"-��—o" NORTH 71 MANUFACTURER: SAMSUNG MANUFACTURER: SAMSUNG QUADPLEXER MANUFACTURER: COMMSCOPE MODEL NUMBER: B2/B66A RRH-BR049 (RFV01 U-D1A) MODEL NUMBER: IB5/B13 RRH-BR04C (RFV01 U-D2A) MODEL: SDX1926Q-43 QUAD DIPLEXER WEIGHT: 97.5 LBS WEIGHT: 82.0 LBS WEIGHT: 6.2 LBS. RRH 15.0" 15.0" 0 0 0 0 BOTTOM VIEW 4 '� ,3' —2 _ o0000000000000000000000i0000 r 10 3/4 00 N P1000 UNISTRUT SECURED O �f+ ��00000��0000��0��0000�0� 00000000000000000000000i0000 � TO CANOPY POST TOP VIEW TOP VIEW ' FRONT VIEW SIDE VIEW . 0 f AGL 15.0 10.0 15.0 8.1 89 T.O. VERIZON ° �0��00�0�� 0�0��0 ��D�D�D��D�DD��DD��o 0��00��0 ��0��0� inA R C H I T E C T S WIRELESS oo0�p��p�p�Op��p�p��Do� 00 0 ANTENNA CAVITY WHO OOOOOOOOp � 0�00�0�0��000��0000��0� � �OOOOOOOOO 00000 gp � 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 o°oop00000000000000000000 p000000000 000000000p O°00000000000p00000popoloo p0�� D��D��p TOP VIEW EXISTING CANOPY POST P. 631.689.8450 F. 631.689.8459 www.wfcaia.com Lo 8 8 —6"f AGL pppppppppppppppppppp00pOppp `�' ppp 11 op U A T.O. VERIZON o00000000000000o0oo0u000000 gg 000 0000000000 00000000u000000000oo0ooi0000 00000 000 0000000000 � NOER,y •�, WIRELESS ° 0000 000 0000000000 0000 000 0000000000 ��, Ica �u -1 'i ANTENNA TYP. QUADPLEXER MOUNTING DETAIL FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW QUADPLEXER MANUFACTURER: COMMSCOPE ' EXISTING MOUNTING MODEL: STX61742Q-43 QUAD TRIPLEXER "�"••�t�ti � WEIGHT: 10.692 LBS. 02 9 A p` POLE MANUFACTURER: SAMSUNG �OF�lE`�`� MODEL NUMBER: RT-8808-77A C-BAND RRH 0 0 0-0-0 0 0 0 WEIGHT: 59.2 LBS 0 0 0 0 0 0 0 0 CONSULTANT: ° BOTTOM VIEW TOP VIEW 85'-6"f AGL 15.0 OF VERIZON 9.0" WIRELESS RRH 3.3" ANTENNAS TOP VIEW 1 (1 ) EXISTING ,, 15.0" 6.8" CO VERIZON WIRELESS 0 CWWX063X25000 P1000 UNISTRUT NO. DATE SUBMISSION ANTENNA TO BE _ _ SECUREDPTO FRONT VIEW SIDE VIEW 0 01/10/24 ISSUED FOR PRELIM REVIEW CANOPY REMOVED AND o 0 1 01/26/24 REVISED PER ATTORNEY COMMENTS Lo 2 01/30/24 REVISED PER ATTORNEY COMMENTS REPLACED WITH (1 ) NEW QS6610-5C 0 EXISTING CANOPY POST 3 01/31/24 ISSUED FOR FILING 4 09/20/24 REVISED PER VZW _4 ANTENNA, TYP. AT 5 10/10/25 RECORD DRAWINGS EACH SECTOR - I I EXISTING FRONT VIEW SIDE VIEW TYP. RRH MOUNTING DETAIL REMOVABLE COVER FOR ANTENNAS RRH DETAILS EQUIPMENT DETAILS EXISTING MOUNTING SCALE = 1 " = 1 '—0" SCALE = 1 -1/2" = 1 '—0" NO. DATE REVISION BRACKETS, TYP. KEY PLAN: AREA OF WORK INSTALL (3) NEW QUAD TRIPLEXERS WITHIN EXISTING 33.7" ' 27.3» CANISTER 0.6"0 TYP. (4) MOUNTING HOLE F'e Ae%� 79'-0"f AGL SIZE B.O. VERIZON WIRELESS DELTA 00 �n 0DELTA 0 ANTENNA CAVITY CABINET N N CABINET °0 ol EXISTING MOUNTING 4 4! i POLE LIFTING TABS `�`TOP VIEW I (TYP. OF 4) MOUNTING HOLE LAYOUT 3'-2" (1 ) EXISTING VERIZON WIRELESS1177 10 3/4" CWWX063X25G00 ANTENNA TO BE M � � _ REMOVED AND �� r ` e.b P • �` , REPLACED WITH (1 ) 33.7" 45.5" / NEW QS6610-5C 3" ANTENNA, TYP. AT -- ._.... 1YPK )) OUT EACH SECTOR � 0 ( . ORIENT POINT 2-A EXISTING °I � LSb UPGRADE R REMOVABLE COVE 1.25 KNOCK FOR ANTENNAS ; • OUT TYP. (7) VZW PROJECT ID: 16275691 I / 02 KNOCK OUT � TYP. OF 2) � no( o o «� 40200 MAIN ROAD ORIENT, NY 11957 \ TITLE: EXISTING EXISTING EQUIPMENT DETAILS CONCRETE PAD CONCRETE PAD I Q _ I DATE: 1/10/24 p �P, FRONT VIEW r SIDE VIEW PROJECT NO: 23-15646 DRAWN BY: BS 2'-0" CHECKED BY: BS p�O CONTRACTOR SCALE: AS NOTED rL TO CONFIRM DRAWING NO: CABINET WIDTH A ANTENNA TEST FIT EQUIPMENT CABINET DETAILS m1 02eGG_ 1 SCALE 1 " = 1 '-0" SCALE = 1/2" = 1 '-0" -- I y. 777 NEW ANTENNA (TYP. 3) a _ ANTENNA MANUFACTURER: QUIINTEL I .�., ;. MODEL NO.: QS6610-5C WEIGHT: 54.0 LBS. `\ uatl4lxvs:.' �'Aiti.(•'. .a_a%,i'_i. R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ER 9 � @ O O N OF N / e CONSULTANT: / y / m ,o FRONT VIEW SIDE VIEW TOP VIEW n p 4 # rl r 14 e ° " NO. DATE SION IS O 01/0/24 ISSUED FOR PRELIM REVIEW ' >• iT$ .x 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS 3 01/31/24 ISSUED FOR FILING 4 09/20/24 REVISED PER VZW i 5 10/10/25 RECORD DRAWINGS x � - ° ` 6 t 4 ANTENNA DETAILS NOT USED 3 SCALE = 3 4" = 1 '-O" SCALE = N.T.S. NO. DATE REVISION KEY PLAN: AREA OF WORK t s NOTES: EXISTING ANTENNA NOTES: o ADHERE TO MANUFACTURE'S MINIMUM BENDING RADIUS AND CABLE: SECTORS — 7/8" DIA. CABLE (UP TO 100') # r a < 1 RECOMMENDATIONS FOR ANTENNA CABLE INSTALLATION (TYPICAL FOR SECTORS — 1 1/4't DIA. CABLE (UP TO 200') .63 LBS/FT. ALL ANTENNA CABLES) SECTORS — 1 5/8 DIA. CABLE (201 OR GREATER) .70 LBS/FT. f GPS — SHELTER t MECH 2, PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW DOWN CABLES / CABLE MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS WITH EXISTING TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS ' SURROUNDING SURFACES LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 60° 0- Y (4) 7/8" 100' Q.,we 3. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL re .�• ate::,""tl " TRANSMISSION LINES WITH BRASS TAGS DENOTING COLOR CODE AND SECTOR. LTE/PCS/AWS 61 CWWX063X25G00 41.0 LBS. 4 7 8" ' 240 0 Y ( ) / 100 » LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 350' 0° Y (4) 7/8 100 UNITS: GPS-1 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" GPS 2 GPS TMG HR 26N 0.6 LBS. CANOPY (1) 1/2" ,e :<<' ;,, > � .;._ •.-, .-. '-, GPS-3 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" GPS-4 GPS—TMG—HR-26N 0.6 LBS. CANOPY t A (1) 1/2 _ " I _9 NEW ANTENNA NOTES: CABLE: SECTORS — 7/8" DIA. CABLE (UP TO 100') ORIENT POINT 2—A SECTORS — 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. LSb UPGRADE SECTORS — 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. GPS — SHELTER VZW PROJECT ID: 16275691 MECH DOWN CABLES / CABLE TYPE No. TYPE WEIGHT AZIMUTH TILT TPLXR ANTENNA LENGTHS LTE/PCS/AWS Al QS6610-5C 54.0 LBS. 60' 0' Y (4) 7/8" 100' 40200 MAIN ROAD ORIENT, NY 11957 LTE/PCS/AWS 61 QS6610-5C 54.0 LBS. 240° 0- Y (4) 7/8" 100' TITLE: ANTENNA INFORMATION LTE/PCS/AWS G1 QS6610-5C 54.0 LBS. 350° 0' Y (4) 7/8" 100' AND EQUIPMENT DETAILS DATE: 1/10/24 UNITS: GPS-1 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" PROJECT NO: 23-15646 GPS-2 CPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" DRAWN BY: BS GPS-3 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" GPS-4 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" CHECKED BY: BS SCALE: AS NOTED Ll DRAWING NO: 1 ANTENNA INFORMATION0 014 SCALE = N.T.S.