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Home My WebLink About1000-15.-9-8.1 (4/2025) CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY. 41 \ \ , 7N N \ \\ \ \'mac,\ \ a, \\ \„ \ "„ \ \ \\ \ Rr.a; \ \`:" \ �, 40200 MAIN ROAD ., NY 11957 \\ Q iN . 'N \\ \, * # VZW PROJECT ID : 16275691a A' A R C H I T E C T S WFC PROJECT NO : 23- 15646 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com INITIAL ISSUANCE LATEST ISSUANCE SITE INFORMATION CONTACTS DRAWING INDEX REVISION NO. & DATE 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 6: 4 CENTEROCK ROAD ARCHITECTURAL WEST NYACK, NY 10994 T-100.00 TITLE SHEET 1/10/24 4 9/20/24 SITE TYPE/DESCRIPTION: AT ANTENNAS: ' (3) EXISTING ANTENNAS TO BE REMOVED AND REPLAI LD 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 "- REMOVED AND REPLACED WITH (3) NEW QUAD CHAGRIN FALLS, OH 44022 A-100.00 ARCHITECTURAL SITE PLAN 1/10/24 4 9/20/24 TRIPLEXERS. A-101.00 KEY PLAN AND EAST ELEVATION 1/10/24 4 9/20/24 CONSULTANT: 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) NEW RRHs. (3) NEW QUAD DIPLEXERS AND (3) NEW QUAD LEASING CONTACT: JIM KORWAN (516) 946-8920 TRIPLEXERS TO BE INSTALLED. PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 CONSTRUCTION CONTACT: PENDING - VZW PROJECT ID: 16275691 NO. 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) 4 09/20/24 REVISED PER VZW PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 ZONING JURISDICTION ---- SECTION: 15 BLOCK: 9 LOT(S): 8.1 ZONING CLASSIFICATION: 1000 NO. DATE REVISION F KEY PLAN: AREA OF WORK LOCATION MAP KEY MAP j.u. ... : l:. . ....' .. .z.? '. t Nl::.� \ \ > \.. a K ' :. s „ \ r' < F , k. .. .......... .'i:ii:i' „ , ORIENT POINT 2 A LS6 UPGRADE ^,u APR 1 \ S TOWN PLANNING BO PLANNING D _ �^ •� ;� VZW PROJECT ID: 16275691 �, F • e• �^= '�Fa: "��' :�;; .'. � ARD < + :.... R. 40 200 MAN ROAD ,�� ,,. ORIENT NY 11957 ,. �o e ,•, ,+. �, �. rr;�;.. TITLE: \.. N' rr n. . � TITLE SHEET 10< \. .•: :. v A, \, DATE: 1/10/24 PROJECT N -15646 DRAWN BY:., w BS CHECKED BY: BS t SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH SITE LOCATION NORTH m 00000 GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONST ,. f �� GENERAL REQUIREMENTS DRAWING LEGEND: A WARRANTIES. SITE LEGEND: 1. Information shown on these drawings is for design intent only. Verify existing conditions A/C AIR CONDITIONING iG ISOLATED GROUND \ 1. The Contractor shall guarantee all labor and materials used in this project for a minimum and dimensions In field. Coordinate discrepancies with the architect and/or engineer. Do not 9 p 1 New Wall Partition 24r Contour/Topo Line AC ACOUSTICAL ID INSIDE DIAMETER g 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 -- p Y 2. The Final date of acceptance is deemed as the date that all required state and federal AFF ABOVE FINISH FLOOR data. work shall be erected and installed plumb, level, square and true and in proper a rovals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE pp 9� .� alignment. New Partial Ht. Partition Stockade Fence Line AGL ABOVE GROUND LEVEL JC JANITOR'S CLOSET A. Final inspection ALT ALTERNATE 3. All work shall be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy Existing Partition -x-x-x- Chain Link Fence Line ATS AUTOMATIC TRANSFER SWITCH K ordinances, OSHA standards and regulations wherever applicable. Contractor shall 9 - ALUM ALUMINUM KW KILOWATT " coordinate and arrange all third art special inspections required under NYSBC chapter 17. g party ANSI AMERICAN NATIONAL 3. Any deficiencies that come evident during this one (1) year period shall be corrected by 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 Contractors expense. �d� equipment required to complete work. ANT ANTENNA LAM LAMINATE(D)APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S Door/Wall To Remove E Electrical Conduit 5. Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE ARCH ARCHITECT(URAL) LB(LBS) POUNDS(S) AWG AMERICAN WIRE GAUGE ILL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 required b governing state law prior to start of work. 000 AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com q Y g g p A. Workmanshipshall be of the highest quality and done b employees skilled in the New Door T Telco Conduit g q Y YLTE LONG TERM EVOLUTIONLJ A 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. `g'�� B M C? �J1DEl,C p�, tx conditions prior to submission of bid. Notify the architect immediately and prior to progress Detail Number TA Electrical/Telco c� ,N qca of work if unusual field conditions arise. B. All work which fails to meet the standard as herein described, shall be replaced by the Conduits BBU BASE BAND UNIT MAX MAXIMUM Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker o BD BOARD MATL MATERIAL z �� 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, initial failure or the corrective repairs. Ground Wire Conduit BLDG BUILDING MBD/MBDs MAIN DISTRIBUTION BOX(ES)and shall notify the architect of any discrepancies, conflicts, and/or omissions which would Drawing Page Number BLK BLOCK MECH MECHANICAL interfere with the satisfactorycompletion of the work. Should the Contractor fail to follow this C. All items of work identified on the drawings by name, note, or material designation are B.O. BOTTOM OF MFR(D) MANUFACTURE(R)(D) � ?6 p Overhead Wire BSMT BASEMENT MFR/MANUF S MANUFACTURERS O procedure and continue with the work, the Contractor shall assume all responsibility and new, unless otherwise noted. ( > ( ) N liability arising therefrom. 1 BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS SP-101 SAFETY & HEALTH PROVISIONS Elevation View Catch Basin/Drywell BUR BUILT UP ROOFING N CONSULTANT: 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated C MIC 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 AlkX'-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 Q-- 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 10. All new materials and installations shall 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 x 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, 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. trade shall cooperate with other trades to facilitate job scheduling and completion. ELECTRICAL& MECHANICAL LEGEND: CONC CONCRETE 0 01/10/24 ISSUED FOR PRELIM REVIEW 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 Q Smoke Detector CONTR CONTRACT(OR) P 2 01/30/24 REVISED PER ATTORNEY COMMENTS 12. Proprietary names identifying items of work are used to designate the standard of project, to ensure that: Weld All Around CPT CARPET PCs PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. Irl CT CERAMIC TILE PL PLATE 3 01/ ISSUED FOR FILING 1. Safe and proper ingress and egress from the building and all project areas will be 1/49' Welding Designation Q Sprinkler Head CTR CENTER PL LAM PLASTIC LAMINATE 4 09/2 /24 0/24 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 t 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 PSI POUNDS PER SQUARE INCH maintained. DB(S)/(dB) DECIBEL(S) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be patched and finished, as necessary, to match Wall Mounted Exit Sign DEMO DEMOLITION 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 design 15. At the completion of each workday, each trade shall be responsible for cleaning up their live load per square foot. Provide adequate shoring and or bracing 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 DIM DIMENSION REF REFERENCE NO. DATE REVISION 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, walls, doors, misc., glass, etc. leaving job free of dust through Saturday, and there will be no construction on holidays, unless agreed to in � 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 0 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 4t:P Emergency Light (Existing) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) or retained by the owner, shall become the property of the contractor and removed from the 5. Building security shall be maintained in order to prevent unauthorized entry to the A RM ROOM premises. premises and / or secured portions thereof. -� i`;' Concrete•"- � Emergency Light (New) _ RO ROUGH OPENING ;�:`'•-'-•: °' 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 0 0 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during ELEC ELECTRIC AL days, air entrained from 4/o to 5/o. construction, unless agreed to in advance, in writing, with the property owner. Steel Section g Pendant Flood Light ( ) ELEV ELEVATION S SOUTH 19. Elevation 0'-0" is a reference of the existing grade height. Notation to heights will be 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of i i i EMDED EMBEDDED SCHD/SCH SCHEDULE 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. S ENCL ENCLOSE(ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containing Stone/Gravel ExistingFire Extinguisher EQ EQUAL SF SQUARE FOOT material(s) encountered throughout. If existing asbestos containing material is encountered g ETC ET CETERA Sim SIMILAR during the work, report this immediately to the Verizon Wireless construction manager for Exc EXCAVATE SPEC SPECIFICATION remediation. Galv. Steel Grating New Fire Extinguisher ExH EXHAUST sPR SPRINKLER EXIST/(E) EXISTING SQ SQUARE Ss(s/s) STAINLESS STEEL 21. Large scale drawings take precedent over small scale drawings. Detail drawings take x . ' x X x ` " 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 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 electronicphotographs and written description FDN FOUNDATION ., .. , ,... of existing damaged items, not specifically noted on construction drawings. Provide copies FE FIRE EXTINGUISHER T of this documentation to the architect& Verizon Wireless Construction Manager at start of Z Return 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 contractor. Contractor shall remove, repair and/or replace FACILITY NOTES APPLICABLE CODES FLR FLOOR(ING) THK THICK(NESS) at their own exense. p 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 b 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) p Y g P 9 g Y AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION FTG FOOTING TYP TYPICAL 6 UPGRADE bring the discrepancy to the architect's attention immediately, in writing, for clarification. OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE 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: 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 BUILDING CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT(OR) UON UNLESS OTHERWISE NOTED 40200 MAIN ROAD then make such corrections and interpretations as may be deemed necessary for fulfilling parking is required for the EXISTING use, as thi ■ MECHANICAL CODE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY 3. No additional ng s 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 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 VC VINYL COMPOSITE TILE ■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GPS GLOBAL POSITIONING SYSTEM VIF(V.I.F.) VERIFY IN FIELD 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 GEN RAL NOTES AND ABBREVIATIONS 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 upon 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 H 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 _ W/ WITH PROJECT NO: 23-15646 CONCRETE. HC HOLLOW CORE WD WOOD ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS DRAWN BY: BS 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: How HARDWARE WM WIRE MESH CHECKED BY: BS 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60„ main CONSTRUCTION, ASD, 15TH EDITION. - Final redlined As-Built drawings ■ 2017 ICC Al7.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. HT/HGT HEIGHT W/o WITHOUT SCALE: AS NOTED - All third a inspections results aisles and a min. of 44 secondary aisles for employees to exit space in case of an HM HOLLOW METAL WWM WELDED WIRE MESH party p ■ TIA/EIA 222-F (REV'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE STRUCTURAL STANDARDS emergency when working within buildings. Maintain aisles free and clear from obstruction. )' HP HIGH POINT WWF WELDED WIRE FABRIC DRAWING NO: - clear digital photos on disk or via email Provide temporary exit diagrams, mounted in conspicuous locations for all to see. FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HTG HEATING - Generator start up report (When generators are installed) ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR t TELECOMMUNICATIONS. HVAC HEATING VENTILATION 0 UAO"" - Certificate of Electricians Certificate and grounding test verification 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 &AIR CONDITIONING ® ® r (D course of construction. Should any of these systems require shutdown, notify the Verizon Wireless project manager, in writing, with 72 hour notice. \' , a \ aF 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 EXISITING VERIZON WIRELESS METER r' - h: WITHING EXISTING METER BANK Off\ Q/- V� CONSULTANT: / d NYSDEC Freshwater Wetlands 1101 Q � NO. DATE SUBMISSION REFER TO ENLARGED PLAN ON 1 /A-10 2 �S�� - / / 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 3 01/31/24 ISSUED FOR FILING 4 09/20/24 REVISED PER VZW + �Qp ,S' - • / + / <1 / NO. DATE REVISION \ / + KEY PLAN: AREA OF WORK + <1 o ° ! + / Oc9. ® � NYSDEC I al Wetlan A � �O VD, r r r + .00 _ r + \>,, 711 V":;c";z' 348.41 , _ /+ NYSDEC idol ORIENT POINT 2-A we �4J�,. t/ands S3 ' LS6 UPGRADE 9'4440„w \ �( \ 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 s 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 A u 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 .n� , ....,.........................................................................................................................................................._.....,..,...,.... ..................,....,.,........................................................,.............,..,.,,....,..,.....................,......,,...........,.............,,.....,...............,......may _ .'.:.:: - .♦ '' :. tt \\ xx x x x x x x X X X X X X X X "...........,...,..,.,,. ...,,,..,,«...................... ................................. ................................. ...................... X X X X X `1 \,\ >�\\ .\:\ \ �.T 1 , , 1 .. ...... ..... ... ...... ,... R.. \." ..... ... ...... .... ,x ...... e t ;r , Ll s. E ISTING x A R C H I T E C . T MOBILE,. , .. i i _ :T EQUIPMENT R EQUIPMENT 12-1 TECHNOLOGY EQUI T DRIVE, SETAUKET, NY 11733 f P. 631.689. 0 F. 631.689.8 59 www.wfcaia.com "... € , ,. x. .. i 5 " E Int ,. ,. . N o __.__.____. ___,_, X X .�x 0 .._........_........._.__......_............. x x x x x x x x x x x x x x x x x x x x x x x --] FPN CONSULTANT: k x / V� EXISTING CONCEALMENT POLE EXISTING EQUIPMENT AREA. REFER TO KEY PLAN ENLARGED PLAN ON 1 /A-102 FOR 1 SCALE = 1/4" = 1 '-0" MORE INFORMATION NO. DATE SUBMISSION AOL 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 _ofL88'-6" f AGL T.O. NEW VERIZON ANTENNAS 85'-6" f AGL � NEW 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 TRIPLEXERS 60'-0" f AGL T.O. EXISTING CANISTER BY OTHERS I LINE OF EXISTING CHAIN LINK FENCE WITH PRIVACY SLATS 50'-0" 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 I EXISTING 200 A POWER PANEL SECURED .,"�� CONCEALMENT POLE TO EXISTING HANDRAIL �\ \ � EXISTING ATS SECURED TO EXISTING ;� \ HANDRAIL LINE OF EXISTING WEATHER CANOPY ABOVE ORIENT POINT 2-A (1 ) EXISTING 9712 CABINET AND (1 ) EXISTING BATTERY TO BE REMOVES AND LS6 UPGRADE 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 MAGI ROAD I LINE OF EXISTING HANDRAIL ORIENT, NY 11957 13'-0" f AGL TITLE T.O. EXISTING FENCE KEY PLAN AND . ;' s EAST ELEVATION p , p Efil DATE: 1/10/24 A. ;:.�... '. % v.R'.:+fib?."� �\:f '.�IK' �. , f fr ,x u�' ,, DRAWN BY. BS PROJECT NO: 23 15646 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 2 'A A" 00000 SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH WORK 1 =50 -0 SCALE = 1/8" = 1 '-0" $EEN PERFORMED BY OTHERS (NOT WFC). fo NORTH . _�. NOTE: INFORMATION HEREIN TAKEN FROM REDS DATED 2 22 23; ` \\ TIME STAMPED: 1 :33:20 PM BRIDGE EXISTING ICE (12) EXISTING RRHs TO BE REMOVED AND (12) EXISTING 7/8" COAX CABLES ALONG REPLACED WITH (3) NEW B2/B66A RRHs, EXISTING ICE BRIDGE FROM EQUIPMENT TO (3) NEW B5/1313 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 QUADDIPLEXERS 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 r 7._ r r . d 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 CONSULTANT: w x 000D000c000�700�000go Io ° tm oo�BBooSSBo��o8 0800000Boo�008 0000100�°�000�r olooc0000�00000 O O O O O I �, uu uou x �,` uuuo�oouuuoouuoo��0000ln�oo uoo��ouu000000�r 0000cr�000 u00000 001100 0��o o��ouou oo goo uoo�'o oo�ouo�oou0000 x I I I € 1 I � I � I t _ --"----------------- NO. DATE SUBMISSION x cl cl 0 01/10/24 ISSUED FOR PRELIM REVIEW 1 01/26/24 REVISED PER ATTORNEY COMMENTS x NEW D E LTA ,r'� I NEW D E LTA I NEW D E LTA EXISTING 50 x 2 01/30/24 REVISED PER ATTORNEY COMMENTS CABINET rr I CABINET I rr'I CABINET KW DIESEL 3 01/31/24 ISSUED FOR FILING �fr frr 4 09/20/24 REVISED PER VZW GENERATOR I r — t_ _..........--_—_...._.— X � € i X 4 € I € t t 1 NO. DATE REVISION t KEY PLAN: AREA OF WORK a I � x ..,.,„,..•,. 1~.,,� O O O O O X X X X TELCO 0 0 POWER ATS 30 0 all if5X PANEL X X Lb X x x ,r 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 0i X x EXISTING 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 ABOVE LS6 UPGRADE x / 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 MAGI 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: 0' 2'_8" 59-4" 0 0 0�` ENLARGED COMPOUND PLAN /A, m I - 1 SCALE = 3 8" = 1 '-0" 3/8"=1'-0" NORTH MANUFACTURER: SAMSUNG MANUFACTURER; SAMSUNG QUADPLEXER MANUFACTURER: COMMSCOPE MODEL NUMBER: B2/B66A RRH—BR049 (RFV01 U—D1A) MODEL NUMBER,: B5/1313 RRH—BR04C (RFV01 U—D2A) MODEL: SDX1926Q-43 QUAD DIPLEXER ° ".,..;. WEIGHT: 97.5 LBS WEIGHT: 82.0 LBS WEIGHT: 6.2 LBS. RRH \' ; .' .`'.. ... ` l,: ., 15.0 15.0 OOOO BOTTOM VIEW " 3 —2 pppppppppppppppppp[pppppppp on , 10 3/4 00 w ::��--TO P1000 UNISTRUT SECURED ` ��0�0��0��0��0��0�0� ppppppppppppppppppcpppppppp CANOPY POST TOP VIEW TOP VIEW 89'-0"f AGL 15.0" 10.0" 15.0" 8.1" FRONT VIEW SIDE VIEW ,..a;a ..0v...,u T.O. VERIZON A R C H I T E C T S° �° � � � 0 � � � � D � � � � � 0 � Rnnoo� oWIRELESS ° � � � �D � 1ii ANTENNA CAVITY OQOAVANRVAU _ D�QQ�QQ�00 QQp00p00p� _ ��Q�Q�Q0��000�000[Q�Q�Q�Q� _ �QOQQ��QQQ QQQQQQQQQ� _ 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 ooO�Q�Q�p�Q��pOp��p��oo o �� D�pp o 000000��Q��Q�Q��Q�po 0 0��0�� Q�� o TOP VIEW EXISTING CANOPY POST P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com I I I 88,-6„� AGL DDDDDDDDDOp0p00p0000000000p W U n Op000000p0 �' DDDDOp000000000000�p0000000 � V U 000 RD 0000 � T.0. VERIZON ppppppppppppppppppppppppppp pppppppppp ppppOppppp pppppppppppppppppp�pppppppp ggppp00 ppppfpgop 0 0 o000 000 0000000000 000a o00 0000000000 WIRELESS Li Lai Lai ANTENNA TYP. QUADPLEXER MOUNTING DETAIL FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW QUADPLEXER MANUFACTURER: COMMSCOPE MODEL: STX61742Q-43 QUAD TRIPLEXER N EXISTING MOUNTING WEIGHT: 10.692 LBS. 2 -4. I I POLE MANUFACTURER: SAMSUNG P N �E`Ny 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 CONSULTANT: ° BOTTOM VIEW TOP VIEW _ 85'—6"± AGL 15.0" OF VERIZ00 ON WIRELESS RRH 9.0" 3.3" ANTENNAS TOP VIEW , ( 1 ) EXISTING 15.0" 6.8" VERIZON WIRELESS r o CWWX063X25000 P1000 UNISTRUT NO. DATE SUBMISSION SECURED TO FRONT VIEW SIDE VIEW ANTENNA TO B E CANOPY POST 0 01/10/24 ISSUED FOR PRELIM REVIEW REMOVED AND o 0 REPLACED WITH (1 ) 110— 1 01/26/24 REVISED PER ATTORNEY COMMENTS 2 01/30/24 REVISED PER ATTORNEY COMMENTS NEW Q S 6 610—5C 0 EXISTING CANOPY POST 3 01/31/24 ISSUED FOR FILING ANTENNA, TY P. AT 4 09/20/24 REVISED PER VZW EACH SECTOR EXISTING FRONT VIEW SIDE VIEW TYP. RRH MOUNTING DETAIL REMOVABLE COVER 0 0 FOR ANTENNAS RRH DETAILS EQUIPMENT DETAILS SCALE = 1 " = 1 '-0" SCALE = 1 -1 2" = 1 '-0" EXISTING MOUNTING NO. DATE REVISION BRACKETS, TYP. II KEY PLAN: AREA OF WORK INSTALL (3) NEW QUAD TRIPLEXERS O WITHIN EXISTING # 33.7" `t 27.3" CANISTER � o.s"m TYP. (4) 79'-0"f AGL MOUNTING HOLE SIZE B.O. VERIZON WIRELESS DELTA 00 Ln DELTA C ANTENNA CAVITY CABINET N � N CABINET 0 ° ° EXISTING MOUNTING `t l t POLELIFTING TABS �, TOP VIEW E (TYP. OF 4) MOUNTING HOLE LAYOUT (1 ) EXISTING VERIZON WIRELESS ~~~� 10 3/4" CWWX063X25G00 \, ANTENNA TO BE _ REMOVED AND 6 i ! REPLACED WITH (1 ) 33.7" 45.5" / \ NEW QS6610-5C / � .... TYP (9j KNOCK OUT ANTENNA, TYP. AT .,� mpg I �� EACH SECTOR I A Vic,= ORIENT POINT 2—A — , EXISTING LS6 UPGRADE °O 1.25" KNOCK REMOVABLE COVER 3' OUT I TYP. FOR ANTENNAS 02 7 " KNOCK OUT ( ) VZW PROJECT ID. 16275691 TYP. OF 2 on 40200 MAIN ROAD co ORIENT, NY 11957 \ —[ ; • TITLE: EXISTING� EQUIPMENT DETAILS CONCRETE PAD COSTING CONCRETE PAD E ([ I Q DATE: 1/10/24 o Q 0 Q�P, FRONT VIEW SIDE VIEW PROJECT NO: 23-15646 MPS ° DRAWN BY: BS ,...t .m,,.: .... �..:: m ............. . ..,.:.: CHECKED BY: BS CONTRACTOR SCALE: AS NOTED 2 TO CONFIRM DRAWING NO: CABINET WIDTH 02e00 ANTENNA TEST FIT a ` EQUIPMENT CABINET DETAILS SCALE = 1 " = 1 '-0" 3 SCALE = 1 2" = 1 '-0" m 1 '0111 ♦ y�. m Vi AWNo \. ,.:e ; t' X. \ \ \ .\ ♦ �� NEW ANTENNA (TYP. 3) �,. . :.. -' \ ANTENNA MANUFACTURER: QUINTEL ' `; — '...�,.. ♦:, . . MODEL NO.: QS6610 5C \ .:.\ c � . > �. :. ;� x WEIGHT: 54.0 LBS. s.... " n e. ., e. lz v a , .♦.. .,,: R C H I T E C T S a \ \ ol :\ . \ a' � \ 124 TECHNOLOGY DRIVE SETAUKET NY 11733 ............ P. 31. 8 F. 631. 89.8 9 www.wfcaia.com k co :. . DER vw- A. ♦ �. N N * z 0 94 �F NE CONSULTANT: 11.2„ a ka ' Ir :S In . �"'.,fie.'.,:`' '�''m>.�-r\ct:a.e.�;,�`" ;� �.�: �., '• ..\�., � �, .. � FRONT VIEW SIDE VIEW TOP VIEW „ f; ,_ : . r a w, NO. DATE SUBMISSION ' ... E 0 01/10/24 ISSUED FOR PRELIM REVIEW \ \ ft 1 01/26/24 REVISED PER ATTORNEY COMMENTS :.. : 2 01/30/24 REVISED PER ATTORNEY COMMENTS 3 01/31/24 ISSUED FOR FILING \ a 4 09/20/24 REVISED PER VZW ANTENNA DETAILS NOT USED , > _ 2 o" _ SCALE N.T.S. _ _ _ '.. v SCALE 3/4„ 1 , O» NO. DATE REVISION >. y '�• i \ �. `w �._. ,. KEY PL AN: N AREA OF WORK ' a\; a . \\ : a x Alp" NOTES: EXISTING ANTENNA NOTES: o ,,. :. ADHERE TO MANUFACTURE'S MINIMUM BENDING RADIUS AND CAB E: SECTORS 7/8" DIA CABLE (UP TO 100') `° `- Y' c�"' SECTORS — 1 1 4" DIA. CABLE UP TO 200' .63 LBS FT. . :' \' :.. RECOMMENDATIONS FOR ANTENNA CABLE INSTALLATION (TYPICAL FOR / ( ) / ALL ANTENNA CAB SECTORS — 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. z GPS — SHELTER 2. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY MECH DOWN CABLES / CABLE .. INSTALLATION OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS WITH EXISTING TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS ,.. SURROUNDING SURFACES A: LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 60' 0' Y (4) 7/8" 100' a' `t ,v 1 : :.; 3 . ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL ;, ;;, \'_'\`�,;,,\�\r,`•� TRANSMISSION LINES WITH BRASS TAGS DENOTING COLOR CODE AND SECTOR. LTE/PCS/AWS Ell CWWX063X25GOO 41.0 LBS. 240 0 Y (4) 7/8" 100' v ,y ♦ lik LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 350' 0' Y (4) 7/8 100 s t . \ ` �,. .,, •� � ��♦•♦>,\ (1) 1/2UNITS: GPS-1 GPS—TMG—HR- 26N 06 LBS CANOPY — GPS—TMG—HR-26NLBS. CANOPY " ♦..� "\ a �- ♦.o\� �\ ♦ems\ ♦ • \ e ,. . ` GPS-3 GPS TMG HR 26N 0.6 LBS CANOPY GPS—4 GPS TMG HR 26N 0.6 LBS CANOPY 2 (1) 1/2 kl 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 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 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 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" DRAWN BY: BS GPS-3 GPS—TMG—HR-26N 0.6 LBS. CANOPY " GPS-4 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2(1) 1/2" CHECKED BY: BS SCALE: AS NOTED DRAWING NO: 1 ANTENNA INFORMATION- Am I 01%'� . 001 SCALE = N.T.S. From: Denise Vista <dvista@amatofirm.corn> Sent: Monday, November 10, 202S 11:20 AM To: Westermann, Caitlin Subject: RE: BP 51941 - Verizon Modifications at Orient MGH/Orient by the Sea CityScape Report L..-I E5 C. Ly.� Attachments: Building Permit.pdf P-K-_\IC�E�� }' NOV 1 0 2025 Hi Caitlin, SOUTHOLD TOWN PLANNING BOARD Thank you for providing CityScape's report. After a quick review of same, it does not appear that we were previously provided with this report. Also, as discussed, Verizon Wireless has completed the modification of its facility at this location and requests that the Planning Department conduct its inspection, as required in order to receive the CO. Attached is the Building Department for reference. Should you require anything further, please let me know. Thank you. Denise J. Vista, Esq. AIVi A 10 I.AW GPki*1, UP, PLLC 666 Old Country Road,Suite 901 Garden City,New York 11530 Tel: (516) 227-6363 ext. 236 Fax: (516) 227-6367 Cell: (516) 455-28224 dvista0am a to firm.ccorm. \vwxv..arnatolawgro up.coal CONFIDENTIALITY NOTICE:This electronic message contains information from the law firm of Amato Law Group,PLLC.This e-mail and any files attached may contain confidential information that is legally privileged.If you are not the intended recipient,or a person responsible for delivering it,you are hereby notified that any disclosure,copying,distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED.If you have received this transmission in error,please forward a same to sender and destroy the original transmission and its attachments without reading or saving in any manner From:Westermann, Caitlin <caitlinw@southoldtownny.gov> Sent: Monday, November 10, 2025 11:03 AM To: Denise Vista <dvista@amatofirm-com> Subject: BP 51941-Verizon Modifications at Orient MGH/Orient by the Sea CityScape Report As per request. The entire file can be viewed on our website at https://linked OOEEKIIW3oVnA?u=httn-.//24.38-28.228/WebLink/DocVi,a-w.asr)x?id=1524332%26dbid=0%26reoo--TownOfSouthold 1 MAILING ADDRESS: PLANNING BOARD MEMBERS q--,,, P.O. Box 1179 JAMES H.RICH III �� Southold, NY 11971 Chairman 5 OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR a (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSIU � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director �(v 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 in compliance 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. Town of Southold, New York Ckyscape CON S U LTA N T S , 1 N C . Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,Tel:877.438.2851Fax: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. Sup on St n w rq ._ a 1glit 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#1000-15-9-8.1 Ckyscape Verizon/Orient Point 2-A Page 2 c o N s u L T A N T s , I N c Ground L F',(L uip�m�tit;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--Delia" Base Station Cabinets 1 Delta Battery Cabinet _�. _ww...� ........... ...... 9 Samsung RRHs: (3) BR049 B2/B66A; (3) BR04C B5/B13; (3) RT-8808- 77A C-Band 3 Commscope SDX1926Q-43 Quad Diplexers� ww 3 Commscope STX6174Q-43 Quad Triplexers 1 I Existing Telco Cabinet 1 Existing 200-amp Power Panel 1 Existing Auto Transfer Switch (ATS) 1 Existing 50 KW Diesel Generator tLuq ural Anal 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 Verizon/Orient Point 2-A CKYScape Page 3 C o N s u L r A N r s , I N C . 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 - ) royal Recac.rnnnen(leel 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 Ckyscape Verizon/Orient Point 2-A Page C O N S U L T A N T S , 1 N C �......................_....... _.,__...........................................................,DeLorme Street Atlas USA®2009 �M �. ,pq Chow aw nfi GP'M44NMRD W 64 FM" d4u9rtr�'W�u m�T #�� ri ,.:,("era Mr W� Data use subject to se. Street Atlas USA®2009. }VII www.delorme.com MN(13.6°W) Data Zoom 13-0 Figure 1 — Site Location Map Town of Southold—SCTM#1000-15-9-8.1 CkyScape Verizon/Orient Point 2-A Page 5 CON S U I. T A N T S , 1 NC ,PvN°:4T� J r4k«P r 0 cxX tWC,; 1,✓1lJ M`+V DA'fLt-rl4M C °' °t FVerizon Antennas IC) L dd v0 4ly(!Na ANIEIJN455 ft to Center Height .1 E_ AG NEW A4',�.RIZON ANIENNAS oo ,......... . ..........» .. (3) EXISTING ANTENNAS TO BE RI',UCTA'X AND REPLACED WITH (3) NEW 1 OS6610-5C ANTENNAS. (6) EXISTING DIPLEXERS TO BE REMOVED AND ^, L Ar�L _ REPLACED WITH (3) NEW QUAD P O FX 7WG CANISTER ITY OTHERS TRIPLEXERS .,,,,,as ........ ........................._.... 60'-U"—;L ACL _ ._--_-- ,*T.O. EXISTING CANISIER BY OTHERS h,Ir-+.R Cll EXISTING GIINN LIIJK FENCE YfITH PRIVACY S'.A15 —4OS4k14G CPS ON SFCUREU TO �ci� 1)) EXISTING J�H" COAX CAUIIS ,P 11NG 1YE.4THCR CANOPY PUSI IRA+' p" cM OI (A) B.0.UEXISTINGLCMlISTCR BY OIFIUtS �® ( I CXI4kE5Co IELCC CABIIJEI SECURED 10 TIIJC HANDRAIL rp ROUTED AI ONG EX STING CABLE vk r+•"A FROM CUUIPMCNI ILi EXISTING x p^ - I XIS!;NG 200 A DOWER PANEL SLCUHLD CONCFALMENI POLE k �" ,p TO LXISIING HANDRAIL A „,d4 AP —COSTING ATS SECURED TO EXISTING I' IAN ONE OF EXISTING WEATHER CANOPY ABOVE „EE -(7) EXISTING 9712 CABINET AND (1) M$104G, BATTERY TO BE REMOVES AND �� •-•••• tl W&�Clwdt;J ICL BRIDGE ,d v" E' REPLACED WITH (2) NEW DELTA N CARNETS AND (1) NEW DELTA BATTERY p ,/ ,r✓ --EXISTING 50 KW DIESEL GENERATOR d^ +P ATOP EXISTING DUNNAGE LINE OF EXISTING HANDRAIL 13° 1k` 1 fi I a,,r "I�, E �,E _. I TI 4.'i4E 1 dC FENCE )°a v ,\ �7CRXDE— 1 Figure 2 —Elevation Drawing of Facility Town of Southold—SCTM#1000-15-9-8.1 Ckyscape Verizon/Orient Point 2-A Page 6 C ON S U L T A N T S , I N C . 10 3/,1,, . ' V +3dIP&EC S n s 1 j ANTENNA CAVITY ' 1"4°ri wM 4kdA�LC-T p..f WIRELESS ANTENNA •--EXISTING MOUNTING POLE 85, e a AtyA cm v("AiZON WIRELESS ANTENNAS 7 ""........(1) EXISTING I VERIZON WIRELESS CWWX063X25G00 ANTENNA TO BE REMOVED AND ,.� REPLACED WITH (1) NEW OS6610-5C ANTENNA, TYP, AT EACH SECTOR j 3 , "^„.._............EXISTING REMOVABLE COVER FOR ANTENNAS �4" �..,,,,,^ •--•EXISTING MOUNTING BRACKETS, TYP. INSTALL (3) NEW 'I OUAD TRIPLEXERS WITHIN EXISTING CANISTER IT 0 k AUL 0 0 VG @"Ia,�G"dT�t�" WIRELESS ANTENNA CAVITY ,r-------EXISTING MOUNTING POLE �. ,� �.,.,...,.... EXISTING VE VERIZON WIRELESS CWWX063X25G00 ' y ANTENNA TO BE ✓' REMOVED AND REPLACED WITH (1) ,.� NEW OS6610-5C ANTENNA, TYP. AT , EACH SECTOR EXISTING � REMOVABLE COVER FOR ANTENNAS "*�, .,. ,CAI ,,;✓�Tk V^�o zip Noma Figure 3 —Proposed Horizontal and Vertical Antenna Configurations Town of Southold—SCTM#1000-15-9-8.1 CkyScape Verizon/Orient Point 2-A Page 7 C O N S U L T A N T S 1 N C [WT SCE f - -----gNSl N SC M NV bM pub"MtlA pwGid Mpi&� ' wp;rv�uW.rra. G7y ran^ aw fMwax mRn«u. i � i`,! i y ° u•t��nr !uh n wM/vX5 R' ✓lM1 11 r .e �,Jn,rn;_r,*F• n — en.RRM'Ad+ NYc Nhroir U 91 nv%ld�WAD .. _ R ERS AND(9g A wR:n fWm+7J E ISY�Wf.VShJW�T Yv4+ Cf(A)— dPLEXPLL1ER5 1. . r..w. w..... r..u. +xxxxr. .... nxwx.w w....rv. — — w.wxn .....e e.: .xwxwa +..... w.... ...`.`. .....e re.xxxw .....w {m Y p n,+«10 .. J d) W EMU « .""" E 5r C c uRA mire w+H .� ......... .....« c i �.9 •°tibk(a 1.1G&pIERE IFNDVED i Riau NI. ��'.em„��'aw wnH hcw MLA NEW DELTA � s....... �� / f / caRrrs�,vav fl)RE eA"EA rtm TO p., a.Hrt slruacD // cr e•.w �� CMI T ATS SECURED 10 Eaisi RC DR�uL ...., Figure 4 —Existing and Proposed Ground Equipment Configuration Town of Southold—SCTM#1000-15-9-8.1 ckyscape Verizon/Orient Point 2-A Page 8 C o N s u L T A N T S I N C . PJFPAUL 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:campbeli@wireiessedge.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. PE*pQBod 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 Analysil es ts• 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 Nei, Paul J.Ford and Company , VL Nathan C.Millar. Project Engineer , nmiller@pauljford.com D " oz/o/z� 250 E Broad St,Suite 600 Columbus,OH 43215 Phone 614.221.6679 Founded In 1965 www.Paul]Ford.com 100%Employee Owned Figure 5 — Structural Analysis Report Cover Page Town of Southold—SCTM#1000-15-9-8.1 Verizon/Orient Point 2-A Ckyscape Page 9 C O N S U L T A N T S 1 N C RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient,New York Ground Level Simulation I R�k11PoHMbuC� �. ��e�Ta �r� .l I i �g�e11 ��C,RGOF40p;F'�'E4�G� Paeent MPE 9rcxuJ 5X•100X li'I" 1002.500 ;�. SOOk•SOOOX u F&W ReOedan 11.61 101W grid sae IAvg 0 b 6 Fed) HIM ATLi T•Mobie verimn EBI Consulting 21 B Street+ Burlington, MA 01803 1.800.786.2346 Figure 6— Calculated RE Exposure at Ground Level (0-6 feet Above Surface) Town of Southold,, New York ckyscagm CONS U L T A N T S , I NC _ Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Mk,, Tel:877.438.2851 Fax:877.220.4593 May 15, 2025 !�-lC. Mara Cerezo, Planner Town of Southold Annex Building MAY 1 20 5 54375 Main Road SOUTHOLD TOWN Southold,NY 11971 PL NNINc Pc��D 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 & l; ui inept 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#1000-15-9-8.1 Verizon/Orient Point 2-A cityscape Page C0NSLJL '11- AN a S , i1NC, 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 132/1366A; (3) BR04C 135/1313; (3) RT-8808- 77A C-Band 3 Commscope SDX1926Q-43 Quad Diplexers 3 Commscope STX6174Q-43 Quad Triplexers www 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 11 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 Verizon/Orient Point 2-A ckyscape Page C0aSUw., TANT' 5 , uNa:~ . elµ 1 posure &f 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. Surnmar - ) roial 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 Verizon/Orient Point 2-A Ckyscape Page CON sur.. .rANTS , uNC C 0• Del.orme Street Atlas USA®2009 y i� ,�✓�4Y�tWCdVtF'�J r u y* s � 0 ;F� NWn R'G,iV'!dk q rn ,rvyh. r" ' :P I 2p II .,w 4, �...,.�..._. �.�. .��.......-.......,,_..._. ......�....—... .....-........—.....,�............... ...... Data use sub ed in license } �-�� kV. 0 l O Cane DeLorrne Street Atlas U Ate 2009 `^jVl�` rl 0 000 1600 2200 :J200 4000 wwcrwmw.delarme cram MN(13 8-W) Data Zoom 13 0 Figure 1 —Site Location Map Town of Southold—SCTM#1000-15-9-8.1 Verizon/Orient Point 2-A CkyScape Page 5 a.; 0 N S U Qv 1- , I -ir s Q ra c Ap„A 1-(('° k e r P Np 76 EXISTING IXINr IA{*i.0�OoA f r`t1 I�ii,.r il�a.`4� AI�Yrq.rmAi Verizon Antennas 85.5 ft to Center Height IG6 "tC"Nt dCm+4„;ERd,Xh Idid^!C^q e,.,....,.I—S -_ _ �.. .... •_. (3) EXISTTING ANTENNAS TO BE REMOVED I� AND REPLACED WITH (3) NEW QS6610-5C ANTENNAS (6) EXISTING DIPLEXERS TO BE REMOVED AND REPLACED WITH (3) NEW QUAD I0 (X iP'w C,iwtl,f!R H'" 01 Pf.U*��.. TRIPLEXERS ............. --- ........... ...................... OVIII AAV -1) ACV._ TO 8 VVIV4 R::r'I VI Va4 F1' 0 r S •m k O N I gAXV YaVONAN dAd 5p,ProQ C4fIV.0 Qh a:u BP;Q,;. Gig' j 114 u d 1.11 d, ¢ar4n^QHIER e.,mlNOf'Y a USF Qk da,. u 6PNC C,1U1lSrFR I;N^u (.Ntuk,, ' F r OF "D (t A I ru':d iNC Fp R V 7SAX r A.l 11 . ..... 00 101 CG ILLCO r,;,Al"k11NQ V ",11 4;4,rAkf Ad NO /J M{r k1,9Qk°'ai Aiu,40, FxISUNG 0,6L.F PI"dA" ,k p' EX6UIRG l qd Iw1DHAA0... ,9 FROM o AIUPeP u I IM V R1 r XY,1.C'G / / X61,NG 200 A 11014I f AiN4::V r&CUF1 D A VQk I YV,rqqG iOAIrIOQ R0.fi � r—hN 1Y7 d'd A7 II'."I UP iY TOircl,l Ol dC,; y Io50 CYI SMJIO 0 Ok E.Al'ONG NEP17HEFT a.A°.a0Y J (1) 1 9712 CABINET AND (1) r��AF + EX6STQNC BATTERY TO B_ REMOVES AND .............d XiSlil", II friNICE CABINETS ANITH (2) NEW DELTA REPLACED W N 0 (1) NEW DELTA BATTERY I l ! �' nUtur u:r�o o14s4 I.au�lausuNc� 4.Iirk car (xo;Jll4r, HANtlRAI x. 1 a " k 1 uV Figure 2 — Elevation Drawing of Facility Town of Southold—SCTM41000-15-9-8.1 Verizon/Orient Point 2-A Ckyscape Page 6 ua 0 ,14 S IU u" T A N ~IN S „ W N C . A N N^NA ;.AW(?T"W WSJ"•ax4�1, . 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Figure 3 —Proposed Horizontal and Vertical Antenna Configurations Town of Southold—SCTM#1000-15-9-8.1 Verizon/Orient Point 2-A cRyscape Pagel C 0 N S U L T A N TS uNC vxs"K CIS um r,nw o x e rzg^e nd. v� n r µ..... l i I Mil MD➢��N+/uv�lw✓ro I� '—'—.. f rr " d � 1 J Grk r�,�rxe r a yVe u�:M.`+ Wa mv+ xr w,r�2s If*KIIA s ramP�IV%+NIA 9 4.QW.Q�GRENV r 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, 0 N S U 1. TA N T S , it N C 0 PAUL 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. Prop2sedAppurtenance 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 ofAnalysis 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: Paul J.Ford and Company o p. C � trr.- Nathan C.Miller Project Engineer nmiller@pauljford.com � qr ESS1 oz/is/z9 250 E Broad St,Suite 600 Columbus,OH 43215 Phone 614.221.6679 Founded in 1965 www.PauljFord.com 100%Employee Owned Figure 5 — Structural Analysis Report Cover Page Town of Southold—SCTM#1000-15-9-8.1 Verizon/Orient Point 2-A Ckyscape Page C 0NSUii.. .rAN .a. S , 11wC RF-EME Compliance Report Site No.5008164 EBI Project No.003061-PR 40200 Main Road,Orient,New York Ground Level Simulation now ME I 9_ NEW iMW E� SEE rM G i 'SEMEN CT m In MEM mgw 11 HE C p nuJ��i �SEC6ENR I l'T*'Rw` -41NOW ONE IN _ ✓" MM I i I PQ![tlll MPE Lam " `"w.. 5ECfOR MME, SX•100 T002.500 KEEN E 'I � SOOX-5000: 0.aeru�rle�cn 4wreadt Rekwiion 11 61 101od gad:,ze (Avg,0 W 6 Fed1 - Cana Cola Code I T=MWe p Vaa. REAM MISENEMEENER115a 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) r AMAtO 666 OLD COUNTRY ROAD, 9TH FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 I FAX: 516.227.6367 April 18, 2025 BY HAND DELIVERY , Building Department Town of Southold APR J?c Town Hall Annex Building 54375 Route 25 LP00N,., AF%D 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. Project 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,26TH 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; T 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$_........._........ wwwwwwww,representing the Application filing fee. fi ible Facilities l eguest 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. P.,niseJ. urs, I. a Enclosures cc: Verizon Wireless (via email, w/out enclosures) 3 4F9 4 t TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 F Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.sotittioldtowi2W. ,c�v Date Received BUILDINGAPPLICATION FOR E C E Q 1:! E For Office Use Only PERMIT NO. Building Inspector ...... A F1 18 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an uM!n nn"re0ment Owner's Authorization form(Page 2)shall be completed. ToWn of ouflhoad Date: A-Ridl i t Z-0�4 J 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 1Email:mharada@rwnmgt.com Mailing Address:C/o RWN Management LLC, 65 East 55th Street, 31 st 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 Estimated Cost of Project: ❑� Other Modification of existing public utility wireless communication facility,as depicted on the drawings $,39,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: marina, restaurant„and Intended use of proper wireless communication faciltiy ty:same as existing Zone or use district in which premises is situated Are there any covenants and restrictions with respect to Marne �� zoning district this property? Yes ❑No IF YES, PROVIDE A COPY. ❑ 0 wq* Box A'f'tx o R ii„:adi ng: 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 RAuthorized Agent ❑Owner Signature of Applicant: By. , —; Date: ,� Name: eresa Gar „j a,° Title: Principal Engineer, Network Real Estat/ r STATE OF NEW YORK) COUNTYOF hO l l(ArlL Teresa Garcia, on behalf of New York SMSA Limited Partnership d/b/a Verizon Wirelessbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Principal 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 1 day of_ (,k ,20 �'l ) ►'t "�"V►w1� '�"�- Notary Public SHANNON ENNIST-MUCCI �'�wOFIER Y 0°WI14ER AU.1, ORIZA II 1'Mt Notary Public, State of New York (Where the applicant is not the owner) No. 01 EN6247179 r Qualified in Ulster County Commission Expires August 22, 0 M a,l L VOL on behalf of 40200 Main LLC 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 Wireless to apply on my behalf to the Town of Southold Building Department for approval as described herein. 40200 Main LLC B Owner's Signature Date gar'c k vva Pre ode Print Owner's Name and Title 2 Glenn Goldsmith,President � '"�`� Town Hall Annex A. Nicholas Krupski,Vice President "' 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly (Elizabeth Peeples hone Telep 631) 765 1892 "� ��gg Fax(631) 765-6641 ��e�e� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10670A Date of Receipt of Application: October 16, 2024 Applicant: 40200 Main LLC SCTM#: 1000-15-9-8.1 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,. Glenn Goldsmith, President Board of Trustees Building Department A plication AUTHORIZATION (Where the Applicant is not the Owner) I, 40200 Main LLC _ residing at c/o RWN Man g�ernent 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 Partnemhip d/b/a (Agent) Verizon Wireless/Amato,Law GrogATL C to apply on my behalf to the Southold Building Department. 40200 Main LLC (Owner's Signature) Date) (Print Owner's Name and Title) TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Nm1ma :d`/ww%k,south91l iovynn (;)v Floodplain I)ev IC pment 11I3eirmit Application ...... PROPERTY INFORMATION: Flood Zone:AE FIRM Panel: SCTM#1000-15-9-8.1 Address:40200 Main Road _._ Orient zip: _ w.. ....._.............. _......... City: CONTACT PERSON:, Name:. � �.�. � w............._..............._�-.._ Esq. Phone#:(516) 227-6363 .W.. ..... .._. MailingAddress:Amato Law Group, PLLC, 666 Old Country Road, Suite 901, Garden City, NY 11530 PROJECT DE SCRIPTION�, upgrade to existing wireless communication facility _._�_ ... . SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) _—... .._ ..�aw...w-Type of tru ...... S cture 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 El 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 inforrmatmat ..,... ion 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: Ely- Y Date: ....._°r3 ^� . Name. Teresa Garcia Title. Principal Engineer, Network Real Estate 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 410 9' 10.57" N, -720 14' 39.08" W NAD83 EBI Project No. 003061-PR February 16, 2024 2 G i J i f' 9 rt r Prepared for: Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Prepared by: EBI Consulting environmental G 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 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/SIG NAG E 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 4 21 B Street 4 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-SC . w 2 Verizon Wireless 85.5 Quintel QS6610-5C 3 Verizon Wireless 85.5 Quintel QS6610-5C 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 www 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 • 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 ♦ 21 B Street • Burlington, MA 01803 4 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 40200 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 ♦ 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: I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting),which provides RF-EME safety and compliance services to the wireless communications industry. I 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. 1 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 ♦ 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 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 ISM JACEC^1T OUItlIF1Ca�10 i SEC10R�0' I � 11EA I � L 11'up, Ism low i RaREkgJh9Cw l E"JIW' IBM Percent MPE Legend ], 0%EEf •5%TGR 5:-100% i 100%-500% 500%-5000% 5000 enval Nipabfion Fadeld pla Reflection f1.61 10 foot grid size mum (Avg:0 to 6 Feet) I Carrier Color Code AT&TIN T•Mobid Verizon NEWI EBI Consulting • 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 Verizon Wireless Siena a Plan N 0 GROUND LEVEL-O' ADJAC' il 8L%DI\NG4V G N y� k SECTOR Sy i 0111 GROUND LEVEL4' SECTOR � Cuarvan�rsh'�Cswda ATLT T Mob6e Verizon 10loot grid size eo / No Signage Required Sign Posting Instructions Required Signage/ Mitigation QK_ No Signage Required. No Signage Required. No Signage Required. No Signage Required. No Signage Required. No Signage Required. AAW09*A i 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 74; 7 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 Si na a 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 WWWWWWWWWWWWWW __ 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 transmitting radiofrequency limit. FCC Occupational MPE limit. MPE limit. edui ment. ® NOTICE®Fr Unml W quan y IV) rACAUTIONSafety Gstlddlnes w ouuuui " Lulu IIIIII"uuu W to e oaW AuaIKdl."a" —Mva b—ft.6.d,"laasa •^,^^'a'w n „M.m as;w".�.nl ,�annWawa.e•In waeva ore follmvl� aw.m"www n w..www ww a.ea r.�H nxs.w,eaeini,r.ai our ro cwn. aew.✓.wrw•..w «w emro co.•n.uw..wwi.i"a. r$�io a«� °�"ma. bM, dtwwnc�dd aavYa hae de w br�mIng, �.vwiw+w.w+ wpra.u..s 1 ua.r.�wnr nam.w ourvw wu us.r r.ar.b•... ww � o"wos,awi"v ate"na. O.Q r waa .,i�ra sr..wnv+,wsr,.w �I'•�II v.nonn wous..r rrwa v, r. w.a.atiw.aa..warararw..r« ,911 Do aot Nand In lrmtMa,ry aatmw. nM{a.r..aiMwUv `. •"rtw rO"rrO"c a �Wa.WwMs 'dNr fq aetanikM/mirtotaiq amen". a'e6. uvmMw, `A Uo wtsWkbryand an'(slps.bav,len,wvhwl markrs � wn w'.�. wrF.s wA R"WarlpF!Ysafuma. utlCacxPwtwwC. 4Y,a,xmJ ,,, WIFhGan wart�,.m.m... fie evnurs retbsezareo.n ' quaea"wm"rm". 11C117.OITr V2r�WTr VBI�OR� ...... NOC INFORMATION • • a • This IS an ACCESS vOlfdT to an Information signs are used as a means to provide contact information for any questions or concerns. a "�'�"", ''"�'�"„" They will include specific cell site identification information and the Verizon Wireless Network Operations Center phone number. ry W, 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 • Employ Lockout/Tag out • Enact control of hazard areas • Utilize personal alarms&protective clothing • Limit exposures • Prevent access to hazardous locations • Employ medical surveillance and accident response 0 Develop or operate an administrative control program 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 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(f/300) mW/cm2 where f is the Frequency in (MHz) and the General Population / Uncontrolled limit of(61500) 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 • Burlington, MA 01803 0 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]Z,[H]Z,or S Vff m) Alm (mW/cm ) minutes 0.3-3.0 614 1.63 100 * 6 3.0-30 1842/f 4.89/f 6 30-300 61.4 0.163 1.0 6 300-1,500 -- - - �- f/300 6 I,500-100,000 -- 5 6 (B)Limits for General Population/Uncontrolled Exposure Electric Field Manetic Field Densi Averaging Time Frequency(MHz) ange St (ength(E) Strength(H) PowmW/cm')) (S) [E]?[H]',o S /m �A/m minutes _.�ww 0.3-1.34 614 1.63 100 * 30 1.34-30 30 30-300 27.5 0.073 0.2 30 300-1,500 - -- - f/1,5 00 30 1,500-100,000 - -- 1.0 30 f=Frequency in (MHz) *Plane-wave equivalent power density Flaure 9• FCC Limits for Maximum Permissible Exposure (MPE) Plane-wave Equivalent Power Density 1,000 Occupat lControlled 100 � Exposure ontolled Exposure U E 10 \ y \ a� 0 \ L p 1 \ i—— — — — — — — —- 0.9 0.03 0.3 q 3 30 300 J'3,000 30,000 1300,000 1.34 1,500 100,000 Frequency (MHz) 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 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 Fre uenc MPE Microwave (Point-to-Point 5,000-80,000 MHz 5.00 mW/cm, 1.00 mW/cm2 ..., ...,. Broadband Radio BRS 2,600 MHz 5.00 mW/cm, 1.00 mW/cm, Wireless Communication CS 2,300 MHz 5.00 mW/cm� 1.00 mW/cm2 .............- . Advanced Wireless AWS 2,100 MHz 5.00 mW/cm. 1.00 mW/cm, Personal Communication PCS 1,950 MHz 5.00 mW/cm' 1.00 mW/cml Cellular Telephone 870 MHz 2.90 mW/cmz 0.58 mW/cm2 S ecialized Mobile Radio(S 855 MHz 2.85 mW/cm' 0.57 mW/cm7 Lon Term Evolution LTE 700 MHz 2.33 mW/cm' 0.47 mW/cmz Most Restrictive Frequency Range 30-300 MHz J 1.00 mW/cm2 0.20 mW/cmz 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 4 Burlington, MA 01803 ♦ 1.800.786.2346 0 PAUL 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. Summaa 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: NEB Paul J. Ford and Company )ZA M 4 ou o Nathan C. Miller Project Engineer nmiller@pauljford.com it SS1" 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.PaullFord.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 NumberL Mounting Line Antenna Owner of Antenna Model of FeedNotes (Carrier) Level(ft) Elevation Antennas Manufacturer Lines(ft) 1 3 commscope V STX61742Q-43 Verizon 87.0 87.0 3 quintettechnology QS6610-5C 12 7/8 1 .... ®® ..., ......... ..... .. . 84.0 1 concealment 38"o x 10'shroud Nt�tes. 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) I (in) J 6 commscope ETT19V2S12UB T-Mobile 75.0 3.. �. ® w,12 ....... 75.0 s celwave APXVF 012X-C- 18 7/8 1 .. ... ...... ,...., ... 74.0 1 concealment 38"o x 10'shroud j ........, 6 commscope CBC782123 DS 67.0 67.0 3 quintel QS8658-3 6 7/8 1 technology AT&T 64.0 1 concealment 38 o x 10'shroud .. . ....,,.,.,.,... „_ ....., 6 commscope CBC782123-DS j 57.0 57.0 3 quintet QS8658-3 6 7/8 1 technology 44.0 j 44.0 1 concealment 38"o x 10' shroud 54 .0 1 concealment 38"o x 10 shroud -- 1 . m . Empty 34.0 { 34.0 1 concealment 38"o x 10 shroud -- --- 1 Notes: 1) Existing Equipment Founded in 196S 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 p Valmont, 11/25/2013 209586 Drawings Concealment toanDrawDrswi. .... . ....... —- ings Valmont 03/24/2014 I, 209586 f Foun . _.... ..._,. „ ............. � Wireless Edge Valmont, 11/25/2013 20958Ei ............. Geotechnical Report_ Maser, 07/27/2010 i 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.PauliFord.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(K) SF*P_allow % Pass/Fail No. Element (K) Capacity 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 1 Pass A. L3 59 29 Pole TP14xl4x1 094 3 12.44 2095.85 22.3 j Pass L4 29-0 Pole TP38x38x0 25 4 17 „ 39 97 23.0 Pass I �_ Iw ��., .......... . 97 18 ......,. Summary Pole(1-4) 23.0, Pass - �.... L RATING- �. 23.0 Pass Table 5-Tower Component Stresses vs Capacity Notes Component Elevation (ft) %Capacity Pass/Fail 1 Flange Bolts 1 59 31.3 Pass g 1 Flange Plate [ 59 31.1 Pass ... 1 Flange Bolts 29 48.7 Pass 1 Flange Plate 29 53.3 I Pass 1 Anchor Rods ( 0 29.6 Pass 1 Base Plate 0 14.2 I Pass ® ®® . 1 Base Foun dation Structure 0 16 7 J Pass 1 Base Foundation Soil Interaction 0 51.3 [ Pass I 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.PaullFord.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 .................. .............. MATERIAL STRENGTH AA GRADE _ Fy Fu GRADE Fy Fu 2 ksi 63 ksi A572fii5 65 W 80 ksl A500-50 50 ksi 62 ksi ... ................. g 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. N 4. Deflections are based upon a 60 mph wind. m 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.0000 ft 69.0 ft 7. TIA-222-H Annex S 8. TOWER RATING:23% S o 0 O O 69.0 ft v O 0 o a Q 29.0 ft ALL REACTIONS ARE FACTORED AXIAL $ o a 25 K < o 0 0 0 JQ m ShdCR �4m MOMENT 3 K L ql 131 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 18K SHEAR MOMENT 8 K'� M 343 kip-ft REACTIONS-128 mph WIND OF Paul J. Ford and Company �� 89' 0110l East Orient Point I 250 E.Broad St.,Ste 600 Pu""It'F'JF 23824-0003 WEC.NY 1432 _ Columbus,OH 43215 c9�Wireless Ede o°' " 'Nathan Miller A �; PJFLogo Phone:614-221-6679 C0111"TIA-222-H wt 42I12J24 .. 50'p '. NT : FAX' pwfii OW9 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 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 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz q Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile 4 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 4 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 Corner Radii Are Known .........wawa Tapered Pole Section Geometty 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 L ......... 89.000.0- __.. 20.0 000 0 0 0.00 Round 10.7500 ...10.75 0.. ..... _................. 0 3750 A53-13-42 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 �__165 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 in2 in' in in in3 in' in2 in L110.7500 12.2228 164.6730 3.6705 5.3750 30.6368 329.3461 6.1077 � 0 .0 ,... 0.0000 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 At 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- .............._...............�m.-�-.�._..�m...............w_,�.r.�-..�a.-......1 ...0...� � �...1 .�..�._m� _........�_...�..�._...._._n 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 ft2/ft klf 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 fC2 L.l._..W..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.PaullFord.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�ww 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 ft 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 m mmmm mm89.0000-69.0000 0.0000 0.0010 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 ft Vert ° It ft It ....... ......... �..�.,. „ 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.PauljFord.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 ff ftz Vert ° ft ft ft w .._._ _.. 0.00A. A. . ._ 1/2"' 0.0000 0.0000... 0s01 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 APXVFWW12X-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 APXVFWWI2X-C- C 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 (2)ETT19V2S12UB A 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 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 .44 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 Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft Vert ° ft It ft -. -wmw w�....._ _ .......... _.. ._._.... ..._.. 0.00 .w ..... 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 Load7 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.loo Section z Kz qz AG F AF AR Aag Leg CAAA CAAA Elevation ft ksf ft2 a ft2 ft2 ft2 % In Out It c Face Face e ft2 ft2 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 A.9 Leg CAAA CAAA Elevation ft ksf ft2 a ft2 ft2 ft2 % In Out IT 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 0.0001 93.1571 1 100.00 0.000 1 0.000 Tower Pressure - With Ice GH=1.100 Section z Kz q. tz AG F AF AR Aia9 Leg CAAA CAAA Elevation It ksf in ft a ft ft2 ft' % In Out It 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'i 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=1.100 Section z Kz q: I AG F AF AR Aie9 Leg CAAA CAAA Elevation ft ksf It, a ft2 ft2 ft2 % In Out It 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. 001 93.157 100.00 0.000 0.000 Load Combinations Comb. Description No. D . . ........... ead 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.PaullFord.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 de -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 �Ll -ww....89- _._. 69 ..........................�....Pole ......................................Max Tension.-......... ........e.........3 0.00w-.-.......A v_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 -. ............................. .........._.,.-...m-.. 26 25.27 0.00 0.00 Max.Hx 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.H. 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 Shearx Shear 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 -171.70 -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.PauljFord.com 100%Employee Owned 23834-0003.0017805 Wireless Edge 2/12/2024 80ftKXonopo|e East Orient Point Page18 CombinationLoad Vertical Sheari Sheari Overturning Overturning Torque K K K Moment,- -' Moment,-- k_ ft 1.20000+1.o Wind amdeg 17a7 -6.87 3.97 171J0 297.40 -0.00 'moIce u000au+1.0 Wind mmdeg 13.48 -6o7 3.97 170J6 295.77 -0.00 'woIce 1.2oead+1oWind 270 deg 17.97 -7.93 0.00 mm 343.40 mm 'woIce o.eoean+1.o Wind mndeg 13.48 '7.93 0.00 0.00 341.52 ouo 'woIce 1.eooau+1.o Wind 000deg 17.e7 'o.or -3y7 '171.70 297.40 0.00 'woIce oyoouu+1.o Wind 000deg 13.48 '*.87 -oar '170.76 295.77 0.00 'woIce 1.uooau+1.o Wind 000deg 17.e7 '3.97 'n.or '297.40 171.70 'o.00 'woIce oyooeu+1.o Wind 000deg 13.48 -unr '6.87 '295.77 170.76 *.00 'woIce 1.2oeuo+1.0me+1.0Tomn 25.27 0.00 0.00 0.00 0.00 0.00 1.uouao+1.o Wind o 25.27 0.00 'uJu '131.21 0.00 0.00 uoo+1.0|m+1.0Tamp 1.2oaao+1.0 Wind oo 25.27 1.36 '2.36 -113a3 -65.6 0.00 uou+1.0|ce+1.0Tomp 1.2oeou+1.0 Wind no 25.27 2.36 -1a6 '65.61 -113.63 -0»0 uoo+1u/m+1uTomp 1.2 Dead+1owind 90 25.27 2.72 mm 0.00 -131.21 0.00 wo+1 1.20000+ .0vvmu120 uaur 2.36 1.36 nao -113o3 0.00 .0 Ice+1u Ternp 1.2 Dead+1.0 Wind150 25-27 1.36 2.36 113.63 '65a1 *00 1.uooam+1.o Wind 1oo 25.27 0.00 2.72 131.21 0.00 0.00 uou+1.0|oo+1.0Tomp 1.uooau+1.o Wind u10 25.27 '1.36 2.36 113.*3 65.61 ouo ovo+1.0|m+1.0Tomp 1.2ooau+1.0 Wind mm 25.27 '2.36 1a6 65a1 113.63 -0.00 1.00aou+1.o Wind mn 25.27 '2.72 0.00 0.00 131.21 0.00 Temp 1.u000u+1.o Wind mm 25.27 'u.wo -1.36 -65.61 113.63 0.00 deg+1.0 Ternp 1.2ooad+ .0 Wmumm uau -1z6 -2.36 -113.63 san -0.0 ueg+1.0 Ice+1.0Tomn ovuu+winuo deg'Service 14.98 0.00 '1.:6 -67.22 ozm 0.00 ooau+w|nuoo deg'Service 1*.98 oJo '1.35 '58.21 '33.61 0.00 ooau+winonn deg'Service 14a8 1.35 'o.ro '33.61 ~58.21 0.00 000u+vvinuno deg'Service 14a8 1o6 0.00 0.00 '*7.22 0.00 000u+wmu1uo deg' 14.98 1.35 0.78 33.61 ~58.21 0.00 oomioo ooau*wino1oo deg' 14.e8 0.78 1.35 58.21 '33o1 0.00 nomioo 000u*winu1oo deg' 14y8 0.00 1.56 67.22 0.00 0.00 oemima ooau*winuu10 deg' 14y8 ~oJo 1.3e 58.21 33.61 ouo oomivo 000u+winuu4o deg' 14*8 '1.35 oJo 33.61 58.21 0.00 oom|p, 000u+winuuro deg' 14.98 '1o6 0.00 0.00 67.22 0.00 aomima ooau+winuoon deg' 14.98 '1.35 'o.ro '33.*1 58.21 ouo aomioo oeau+wmuono deg' 1*.98 'oJo '1.35 ~58.21 33.61 ouo Service nnoodwd iou9mS ~mw°eaol}Ford.cmom 1ou96 Employee Owned 23824-0003.001.7805 Wireless Edge 2/12/2024 89ft Monopole East Orient Point Page 17 Solution Summa Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K „ a„ 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 89-69 390 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.PauljFord.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 At Load in ° Curvature __ _.........._ Comb. ..-....�.. f 89.0000- Canister Loadl 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 Hoe. Gov. µ Tilt Twist No. ft Deflection Load in Comb. L1 _...... ._..89.._...69 7 2 17.368 2 1.85 - .... ._...�..._..�. 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 mm Gov. Deflection Tilt Twist Radius of ft Load in ° Curvature .. ..�.......... Comber .. .... .... ..................... _ ft _.. 89.0000 Canister Load 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 L� K11r A P. �Pn Ratio No. ft ft ft in2 K K P. �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) TP10.75x10.750.5 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.PaullFord.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 M x �Mnx Ratio M,Y O Y Ratio No. ft kip-ft kip-ft Mux kip-ft kip-ft MY - apY .L .... ..... 9 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 0 Vn Ratio Actual 0Tn Ratio No. ft V. K V. T. kip-ft T. K wmw wmwm�..._...... _ �... ....,kip-ft .. OTn L1 89TP10.75x10.75x0.375 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 Mux M Y VU TU Stress Stress � Md .Vn .. " $ .. ,...... Ratio Ratio wu� L1 ...........89-m69(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 OPeno. % Pass No. ft Type Element K K Capacity Fail L1 89-.69..........................................Po"I.e.. 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.PauliFord.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 pry,ANOC BOLT HOLES Exposure Category: D (�) Topographic Feature: N/A — t _ + �xrP�Et-�,ER Risk Category: II f Tower Information l FLANGE PLATE Total Tower Height: 89 ft Base Tower Height: 29 ft FLANGE PLATE Total Canister Length: 60 ft (TYPE 3.SOLIDITY RATIO 0.5) Number of Canister Assembly Sections: 6 Mating Mating Number of Canister Canister Flange Flange Plate Canister Canister Section Ventilated 2 Sides Plate Solidity Vent Assembly Assembly Manufacturer: Plate Plate Weight Weight Number': Length(ft): Diameter(in): Canister: Canister T,m,},t ; Thickness Diameter Ratio (Kip). (Kip) Length(ft): Section (in l3t in 1 10 38 No Round 3 0.38 38 0.5 0.121 0.199 0-0 2 10 38 No ?,�,�� /f� �� Round 3 2.00 38 0.5 0.643 0.199 0-0 3 10 38 No ��f��ffyf�jfjfj�]f��f�]ff��fff�f�lf��y��f��fJf�� ,��y] Round 3 2.00 38 0.5 0.643 0.199 0-0 4 10 38 No ��f�[l�]l f f1j�][ff ff�f 1��J[Jfff[1��J, ��f Y Round 3 0.38 38 0.5 0.121 0.199 0-0 5 10 38 No �f„��f��ff��jjjjj��fQJf�ffff�ff�f��lf[f��f� Round 3 0.38 38 0.5 0.121 0.199 0-0 6 10 38 No � �tf��fl/�O�I11JJll��lllfllJll Round 3 3.50 38 0.5 1.126 0,199 0-0 'Sections are numbered from the top of the tower down 1 Select manufacturer if available for vented canister.Leave blank to 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.erd (last saved 02106 7.19 am) Bottom a.. 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 I 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 29 0 18 38 38 0.25 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 Ice(ft)z CFAF 1"Ice(ftz) CFAF 2"Ice(ft 4" a Ice(ft)CFAF z Assembly No Ice(ft) 1/2" Weight (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 Qe)')ection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection' 21.600 3.120 Sufficient Page 2 of 2 Flagpole Tool(2.3.4) PA U L J. FORD Jolt'Numeer: 23a24dA003A0b1.T a Engineer: NCIA RIF & COMPANY Data` g112t 2024 'Site hl'ango:L,amt 4ArlawnC Pah1t 250 E Broad St,Ste 600•Columbus,OH 43215 Site Numisar: c4ar=143z Phone 614.221.6679 www.pouljford.com Client Project: Client Project 1: e Copydght2024 byPwlJ"Ford8Campanyolldghta eaewrd. " General f7 APPIy C pdy Nomenizzdon Per Section lS S Flange Elo"+alkran: $040 11 Layout Calculation Typm Aral" is Connection Typ+J:.. To Oov4tsid Fla a 1' Coda Raktrto T110,222•H BAIL 71vnods E-.Fuded fvom Shear Pmrmu No Consider SdviSmlc tooft No, .� Flange Connection Reactions a.Momont; kt SAM,A; 4..220 Lis v J " Member Componet Definitions X ,5 Ana lnfbrmsdaa!o V.GVevngpn YPonhxwua Kember Sono Type Custom SP+ae4irm1kN1 �.W� Grade F y 42 k5n 42Aa MI"Ultimate Strength(P"j. 53 kkR 63A0 Outside Diameter lo.n Thk*nem "5 a an a.Ta clrxTaapdet. Weld To Flange ./��j � WoioT` top arun�rw,orvaiuermA ❑Ring vlah Prasenl Weld Capacity Ev luatlon M d1hodology _ CoNtroBUn,. RKtrnp '3 E,1acltndac ETa Upper Weld Sae; 2la trn Lower Weld SLm 2A in Stiffener information Quantity Per Sp okoi 0 Hawghc aka ThkAmsp ---°--- ",.�, Flange Connection Capacity Results 31.3% Pass Upper Toe Ho4rit d6 Lower Tow 110411 45 Sp1ne Wall To.,out.I Pumchi.9 Show NIA NowF �n 7wpked t.00d: Grade lFo, —s -keYN cepecly" Ultimate Strength j�pl!Y apR VAU.....:.. ConceaAmana Flan Bandlh•S'h— 27"M gyosa Elac"odw' Bending(: NOW A.poO`V Vkq k Horkonlal F11et Weld SBwo, 41 1 m11rrv1kl capady 225.m Wpin Vertical Fllel Weld Surly:. in ewunirw.�h Appked tmd 1791 kip .........,.. Sheen Capsiy.270.00 Wp Bolt Information Bolt Tension-Shear Checks 31.3%Pass Ball$gsgrmA aAYnnn A325 ___.�..m�..__.......... Applad toed:1791 Wp Okanka mr: 1 �� Tension: capecny sa s4 Wp BoltCkda'�, 1140a 'kI sheer: Appkedlced:037 ap Quantity per Spoke I 1 --- ixswtarad�ex--p dot Cepniy.35.33 Wp Concealment Flange Plate Information Concealment Flange Welds 31.1%Pass Stiffener To Flange(Horizontal): APWd lmd a : Outside 09intrlar' 21.4kaa in caperity:- PlateThicknew 2.000 in Applied l-ood:.. Spoke Oumnsy.. _a Buttoner To Spine(Warllcaa' Cepecly.. Spoke WWMh $1000 �.Iro Appked sbeea:9,4e Wpnn Grade(F'y)r, Si—kel Flange To Spine: Cspacly.16,71 Wplln Bolt Tension-Shear Checks Controls Notes:1 Results have been normalized by dMding by 1.05. 2.,Spine IrervWl check not applicable when stiffeners ae nor present. 3„The upper and laver toe heights are unknown and so conservatively assumed to be 0', 4.Base connection's to another elevated flange,which Is checked in a ssperale shoal,. S.Tension controls bolt capacity. M Sowur4!a V Prrrmk +Rvw4m.s :NV tl%k>.ubwnly,W wwidmpW wp'w.n f'.YYS tat s. •••. .._ ,.,,•" rwu� u du,+ s »+ pWWJIL rA, 23B24-0003_59-ft Top Stealth Flange Analysis v2.,8-2/1212024 PA U L J. FORD Job Number 23W24 00gJAg1, Engineer NCM NCM ININIF & C O M PA N Y Date E X2 o a4 Site 1V'bac W Crcfurnl PoVntl 250 E Broad St,Ste till•Columbus,OH 43215 Site P1Manbaaa vaEC.1�v'-143+. Phone 614.221.6679 www.pouliford.com Client Project: Client Project 1: Q Copydgh12024 by Paul J.Fad 8 Company.all rlghk raac vad. General Q Apply Capoly Normalirelion Per Section 155 Flange Elow+tldon::M.. h Layout Calculabon'Type: Met ConnecoDn1'ypak. Y Code Rmiiioae: Bolt Threads Excluded From Shear Plane:Consider Seismic kooda, �� Flange Connection Reactions IU Adcnnanr. 4036 ShrmuW.. '9�.23 A.rtiYMi:. 4:� 1.Ip ,a Member Cot onet Definitions x ;;pine lnfornation yppp'Ure Design Thickness Member Spine lylun. 1SpcclNircm;Yxwr �er3dst 1 �i� �/ GradetFyy 5o yd'�t 60.00 // Y Ultimate SVength YP,,,y�. fi5 kvJ 6;ioo Outside Diametoc 141000 W 14100 TNcNaaow 1a004 nm 1.09 /� otd 7aupeele Weld To Flange Wald Typo" Y.aya &wlrvemauhrewa4lp wmg glaaa pnnanee Weld Capacity Evaluation h1a01addlog'M" Controllln daaazpwmM " " "'3w 9actredw E76 Upper Weld 5flz+A(: 1fJ nrr. Lower Weld ftw � �1PS au Stiffener Information Member 'OUMA by Par SPoku:. 6 Thkkno �~~ W Flange Connection Capacity Results 31.3% Pass Upper Toe Roohr" n, Lower It"H44Mtl lbw SpWoa watll T-rowI I pufthhtit Shoat WA��,. PNu1ch; Itn Applied l.osl:, Grade itrd,. ..� .. capaoly. Ultimate Strength I'.F�..1ii 'krrl MIA Concealment Flan a Banding—Shear 27.0%Pass EI aCTmde Bending: Applied Load:35.82 Mpin Horizontal File[Weld Stove !n tom lMunMsq capacity.126.56 Mp4n 'Uolikal PTtlat.Weld Steel h &—pl»rmN Sheer. Applied Load:17.91 Mp Cepady,202.50 up Bolt Information Bolt'7ouaflorrSlunmr'Choolko 31.3%Pass gold Sprvl.MGGOMhp Tension: AppealL :1791 Idp t}kOma4ar.•�•®1 irP Capady 5 mMp Boll Ic000 li1'1 Appsed toed:027 Ida Quantity per Spoke: 1 -- IWttinknialubnsotaigp Sheer: Capacly 3533 Wp Concealment Flange Plate Information Concealment Flange Welds 222%Pass Stiffener To Flange(Hodzontal): Aped LW' Outside capeciy- Plate Thickness;.. 1,600 ''ar Appledl Load:- SOHenerTo Spine(Vertical: cwacltr_ Spoke QMaanlhy.. 6 Spoke WldO 6A00 Ih Flange To Spine: Appf�awdy 1382Mpin Grade yFMjt so A�ai Bolt Tension-Shear Checks Controls Notes:t Results have been norn4tted by dividing by 1.05. 2.Spin learbW check not applicable when stiffeners are not present. 3...The upper and lover toe heights ere unknown arM so conservatively assumed to be 0-. 4.Bye connection's to another elevated flange,which is checked in a separate shael. a.4i r ww W 4Bg beh car,", knanSoepza i�G YRNvd akgagnW Am�rMYa#YA,Wbp�,Npfrn0....6�rr.+myak µWIN.+'d...IV,riIX!a5fiCr4a+Y14G':, 'f+1 XIRCkNwn'.rm�wW aak. mW�.adS M.1 hzw 23824-0003_59-ft Bottom Stealth Flange Analysis V2.8-2I1212024 Job Number-23824g*3,0o1„71l0S �� PAU L J. FORD Engineer; NAM Data: 2Rtl212024 & COMPANY Site Nam9.Bert Orant Polm 250 E Broad St,Ste 600 a Columbus,OH 43215 Site Number WEC•NW-1412 Phone614.221.6679 www.pc3uljford.com Client Project: Client Project 1: 0 CW0ght 2D24 by PwI J,.Fad 8 Canpany.ell dg-reserved. • • General I]Apply Pdty Normalitadon Per Secb'on 155 Flange Ehdwalw 29.00 0 Layout Calculation Typo, Ma els Connection Ty", 7o Mono ale M' Code 7'Ydr416i0n:: IIA4. 241 Bolt Threads Excluded From Shear Maw No Consider Sai9nnjr.koedm.:. Flange Connection Reactions Marmara#:: W 1.M-2.7 'fvut ;,. SAAWr 0'9 4, kip A.rYa'I;; 62.44 Member Com onet Definitions l� Spine Information Member Spine Type F Custom I -tea•,—•• G ode dhl 51p k'M 90.Ultimate SI.ngi l:.v lh Il 65 ka�i 96 00 QDtsldDu*.Wr;, 1!4.ppd xn 14,00 ThbcAtnenx�': 1,Og4 41 1.09... a � �.,.� gmkmupdae Weld To Flange Waid Type:.. Ls ltiarfumalarawlMdY kr ❑� Ring Plate Present Weld Capacity Evaluation Mothedorogy; Controtling Ift6ivtlri a f• Elav"do:. E70 Upper Weld lS$mot 112.... Lower Weld S'ngiw 1t2 ima Stiffener Information nnlwer Quantity Per Spnolk:; �CI' Wfdlhii _ kn Hoaq:ht: k1 Tnw x dear Flange Connection Capacity Results 53.3% Pass Upper Toe Ho4bt in Lower Tow Haiiyht tin. Spine Wall Tearout I Punching Shr NIA Nalc+a:., �..� ea APvtaa t.oed:•. Grade`F'yj: ksi capady. Ultimate Strength[F„j:. ydi ,. Concomirrw Crum aB'arrr,ddn-shear 432%Pare.. t:1e0d'adg Appr�Load.312 22 kp4 Bending: Capady 66906k . Horizontal Ftlet Weltl$"ebe k1 rw-4.a Vertical F9let Weld Shear: Applied Load.44,60 kp Cepaciy.472.0 kp Bolt Information Bolt Tension-Shear Checks 48.7%Pass Boll$accaUan: _A326 Tension: AV*ed Aced 610cl cvwiy.8721 Id P Bolt('i1Cle: $3.flpp IX1 Shear. Applied Lord D,77kip Quantity per 5pekw t (centeredon spoke) capacity.65.35 kp Concealment Flange Plate Informatfon Concealment Flange Welds 53.3%Pass Stiffener To Flange(Hodmnlap: Apo.1-1'. Outside Diamouic In cavaoiyPlate Tn"�k4a9arss;rv 3n Applied Load:Spoke QwoMlV. Stiffener To Spina(Vertical): capadySpoke Wkildr:. kn Flange To Spine: AppliedStress:12A61aprn Grade gFt1rkyr1 capacity.U27 kpfin Base Pole/Flan elnlormafion Base Pole Connection 32.5%Pass g�R Base Mang. D+a4naD$EW. 3560 tl1,. Applied Load:221,71 kpin Bending: Capeciy.689.06 wn ThmrHrengds: p.2B b, Flange orerddes Shear: Appled Load:46.68 kp Capacity.525.00 kp TYvp,kp1m^A5:'. 3.50 in Base Flange To PoleWald: 'Spoke Ww00a: 5.00 Applied Load:46,56 kip 'Grade jF't so ktii Capedy 136.57Idp 'Dafeers To concaehienf Rage Vo,aa Concealment Flange Welds Controls Notes:1,Results have been normalized by dMd ng by 1.05.. TigiV Fillet bloctrodot E70 2',.5p.,ft u. ahcab,ta%1-44au'a unn dbhrotid,,poWygel „Tf up$er:smd ianKm fiFna tvdriynp are unknown and sa conservatively assumed to be 0'„ Weld Sca; S11B. 'M, me Taaaevmooc,ton ca 'dpyv 'Weld L"gttr 19-3 in, 'TNo gIsMU,ofpo ID fused on numberofspokes mxsource o�creaerrxramjv,kn¢ apu;aamdsagmp�.m,.,._?�«,�"torr+ rrodc7aemnecmrdrfww,�^zezda_w+m ax�t✓.MnwaMnru 23824-0003_29-0 Stealth Flange Analysis v2,8-211212024 Monopole Base Plate Connection 9 � 0 UCiCi • •� : � 4''IVil�lgp�ll�Ifliliu�u �l��i�4Y19K�i�i�V�91 TIA-222 Revision H Grout Considered." No la,(in)l 1.75 Moment(kip-ft) 343.40 Axial Force(kips) 17.97 Shear Force(kips) 7.94 •TIA-222-H Section 15.5 Applied 0 O 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 (�Mn=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 PAU L J. FORD Job Number: 2j3Z4-lNpfE9,00f„7005 Page: & COMPANY Sit e Number: W8C Y-1432 BwOF NCM 250 E Broad St,Ste 600•Columbus,OH 43215 site Name: 8aaloriantl�oine Date: 211zazoz4 Phone 614.221.6679 www.pauljford.com ® ® ® e ® e eld IllOEM Factored Base Reactions from tnxTower Safe!y Factors/Load Factors/0 Factors Comp„f+') Tension i Tower Type= Mwno ole DP Moment,Mu= 343.41 k4t Tower Face Width Shear,Vu= 7.9 kips ACI Code= ACI 319-04 Axial Load,Put= 1S„0 'klpa(from 1.2D+1.61N)' Seismic Design Category= '.0 AxIaI Load,Put= 1�3,5''� O.O:kips(from 0.9D+1.6W)" Risk Category= S OTMu= 347.4 0.01 @ Ground Reforence Standard® TIA-222-H `Pul will be used for Soil Analysis. Utilize Shear-Friction Methodology? 'Iyes Z2 will be used for Steel Analysis. Use 1.3 Load Faclor7 No Load Factor= 1.00 Drilled Pier Parameters Safoty Factor V Factor Diameter= IA3.82 It S00 Lateral Resistance= w 2.00 0.75 Height Above Grade= ft Skin Friction= 2.00 0.75� Depth Below Grade= 11 End Bearing= 2.00 0.75 fc'= kst, Concrete Wt.Resist Uplift= 1.28 Ec= inlln L I D Ratio= load CoMblrp;aglono Chookod oor TIA„222•H 1.(0,75)Ult.Skin Friction+(0,75)Ult.End Bearing Mat Fill Cap Width= fl +(0,75)Effective Soil Wt.-(1.2)Buoyant Conc.Wt.a Comp. Mat Ftdn.Cap Length= fl 2.(0.75)Ult,Skin Friction+(0.9)Buoyant Conc.Wt.z Uplift Depth Below Grade= h Steel Parameters Direct Embed Pole Shaft Parameters Reber Ties Dia @ Grade= in, Number of Bars= 19. Dia @ Depth Below Grade= Ion Size= 9 4. Number of Sides= Fy= 60 60Il l Thickness= In MOE= 2901 29000 Ill Fy= kal Side Clear Cover to Ties= 9 In Backfill Condition= Top/Sot Clear Cover to Ties= 3 In Tie Upper Spacing= 12 in Maximum Ca,gaE&Ratios Tie Lower Spacing= 12..In - Maxi um Soil Ratio= 100.OYw Maximum Steel Ratio Upper Tie Spacing Depth- d f1.Below TOG Maximum 05 Norma➢za0on 1yes App Soil Parameters Water Table Depth= 9.00 fa Consider Expansive Soils? No Depth to Ignore Soil= 3.00l It Depth to Full Cohesion= 16.5 ft Full Cohesion Starts at? 3 x Diameter Above Full Cohesion Lateral Resistance=4(Cohesion)(Dia)(H) Below Full Cohesion Lateral Resistance=8(Cohesion)(Dia)(H) DeFne Soil Layers IMCoIe°Col=Undmined Shoat Stroh h m Llneonlhtad Corri fes0l Sdnen it'h N 2 Frlctlon Ultimate Comp.Ult Tension Utt. Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth Layer ft pcf sf degrees Soil Type sf psf sf ft 1 S 105 0 28 Sand 6 2 2 126 0 32 Sand 8 3 24 125 0 32 Sand 4000 32 4 5 6 7 e s 10 11 12 Soil Results:Overturning Soil Results:Uplift 8 Compression Depth to CDR= 14.631t,from Grade Uplift,Tu= 0.00 kips Shear,Vu= 7.94 kips Uplift Capacity,mTn= 50.08 kips Resisting Shear,OVn= 49.93 klpe UPLIFT RATIO= 0.0% OK Bending Moment,Mu= 463.51'.k-0,from CDR Resisting Moment,mMn= 2914.66 k•ft,.from CDR Compression,Cu= 17.97 kips MOMENT/SHEAR RATIO= 15.1% OK comp.Capacity,mCn= 33.33 kips. COMPRESSION RATIO= 51.3% OK Steel Results(ACI 318-14:Shear Steel Results 11 318-14):Moment/Axial Shear,Vu= 1 5562 kips Axial Load,Pu= 33.52 kips @ 5.75 ft Below Grade Shear,OVn= l l34 00 kips. Moment,Mu= 384.55 k41 @ 5.75 it Below Grade SHEAR RATIO= 4.7% OK Moment,mMn= 2188.22 1 MOMENT RATIO= 16.7% OK w - unr,i"OVV127 c Col 2022y aul 1,FFM 5M- mpany.all flohm ne5mve ASCE ASCE Hazards Report AMERICAN SOCIEIYOF CMLENGIN S 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) .,. Pont ova i Ur r VC: 011 Orient Point '° � aoxn o,uenr I ^.aip .-R lh+ovu r"k e i n9n.. xt✓r . A;rN:: 4',V -Mrw dr kV ; :kn h -aC Pe in PNnPinc c! '4U' '..I Hmk, carO h6ru 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. 26.5-11B 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. hft s://asc_pha'zardtggLgL / Page 1 of 3 Tue Feb 06 2024 AXE' AMERICAN SOCIETY OF GML ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss 0.182 Sp1 0.081 S, 0.051 TL 6 Fa 1.6 PGA : 0.099 F : 2.4 PGA M : 0.159 SMS 0.29 FPGA 1.6 SM1 0.122 le 1 SoS 0.194 C, : 0.7 Seftr%DesigAgkWpnse Spectrum 020 Design Response Spectrum 1 0.18 025 jj 016 a 020 014 0.12 1 015 0 10 6 0.08 010 006 0 05 1 —1mil 004 0.02 o ®,_,,, ®... 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 SIN 9)vs T(s) Sa(9)vs T(s) 019 MCER Vertical Response Spectrum Oil 0041, Design Vertical Response Spectrum 0.d 6 1r 0 10 0 14 °muu 0 09 10 012 008 1 007 4 0 10 T 0064.4 008 s10 005 yea 006 s 004 oouA 003 002 t sr� aolo � 002 0 0,5 1.0 1,5 2,0 0 0.5 1_0 15 20 Sa(9)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 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. htt sJ1a cehaaardtoo1.or Page 2 of 3 Tue Feb 06 2024 ASCE AMEFICAN SOCIETY OF CML ENGINEMS 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 Vocation 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 snake 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. hftos:llascehazardtoof.orrfI Page 3 of 3 Tue Feb 06 2024 CONSckyscape U L. T A N T S I N C Work Order 2423 S. Orange Avenue #317 Date W.O. No. Orlando, FL 32806 5/1/2025 3021 WORK ORDER FOR: Town of Southold Attn: Planning P.O. Box 1179 Southold, NY 11971 P.O. No. SITE REF TBD VZW 40200 Main Rd Description Rate WORK ORDER: Town of Southold, NY(Town) and CityScape Consultants, Inc. 4,000.00 (Consultant) LOX Consultant agrees to provide a review analysis for Site Reference Application for Verizon Wireless to modify proposed equipment plan modifications on facility located at 40200 Main Rd., SCTM#1000-15.-9-8.1 CityScape Contact: Elizabeth Herington-Smith (877)438-2851 Elizabeth@CityScapeGov.com 1186-26 DC74969 AM047 7 _D MAP OF PROPERTY ITUATE OROW Poor APR 1 811 2025 Town Of Southold' Su(To)k Co., N.Y. Scale: 1'�_40' TOWN 90ARD Area: 202,276 S.F. or 4.644 Acres L Certified To: 40200 Main LLC Westcor Land Title Insurance Company N X'X .-% A AREA YO nE ME-2D2276 Sr. i AREA M-DEMATER-97299 sr AR IN SIF ... .... AREA OF BUILDABLE UWND-110,565 Sr AREA OF LOT COVERAGE(BULDNGS)-3&94 SF. V % IL- Al "A 'x AA 'A A__ All 'Y' k A 'A Z T NOTE. Revised: June 26, 2019 CEHA Line & Area C.1cs Surveyed; Jan. 3, 2019 7WWD7--GG GEORGE WAUJUDGESURVEYOn P.r- Land Sunwyars&Lmd Plannery 300 Panfigo Plow-Suito 116 E�l HanVto*,Long Island,N.Y.11937 Phone:030324-0412 Fm:(631)324-9949 E-mail:mra@rivat6ndg�fw)w&� El.-Iian Dt.� RAID !988 ANA, SCTIJ. 1000-015-09-81 c:\I.nd -5 19 7186-26 DC14969 AM047 MAP OF PROPERTY g SITUATE [ ORIENT POW [ Town Of Southold. Suffolk Co_, N.Y. Scale: 1 40' Area: 202,276 S.F. or 4:644 Acres rs� •0= �a Certified To: 40200 Main LLC - i Westcor Land Title Insurance Company ' 1 ,J a€ �'•' �1 &REA CAl QUI ATUN 1 AREA ro AREA w AREA OF - s \\ �_ .a• � - AREA W t 3.9at Sr, ' •R �\\ - . Yam' 4'= , 1 � J l §{ £ / 1 =a CIS r KEY i .-._M, aEARMS aERcro KRON ARE Revised: June 26, 2019 — CEHA Line & Area Calcs. - Surveyed: Jan. 3, 2019 - ♦ GEORGE WALBRLDGE SURVEYORS,P.c �. Land Surveyors&Land Planners I I - - 300 Pantigo Place-Suite 116 t I _ East Hampton,Long Island,N.Y.11937 - �-. ,. a Phone:(631)324-0412 Fax:(631)324-9849 _• m E-mail•infh@wamridgcsurveyors.mm - AnO Elevation Daum MID 1986 S C Tld, 1000-015-09-8.1 7186-26 DC74969 AM047 MAP OF PROPERTY SITUATE 010M POW Town Of Southold, Suffolk Co., N.Y. Scale: 1'�-40' Area: 202,276 S.F. or 4.644 Acres Certified To: 40200 Main LLC Westcor Land Title Insurance Company AREA TO TIE LWE 202.276 SF. AREA UNDERWATER 97.299 SF. IIN DCRWI MIN a ..-81.—Sr AREA OF BUILDABLE LAND-90.555 SIF AREA OF LOT COVERAGE(BUILUNGS) 3.89d SF. A Fk' 0 It t It .11A �4 4" 7 V N 47 w- Aw V :k" A ABC Vnc NOIE REAR19s O .7ED LeEREO.AVE Revised: June 26. 2019 CEHA Line &Area Coics. Surveyed: Jan. 3, 2019 0 GEORGE WALBAME SlJWVEFOn P.C- Land Si0w7w3&Land P1armers 300 Pantigo Place-Suite 116 East Hampton,Long Island,N.Y.11937 Phoitc:(631)324-0412 F=(6-10324-9949 E-rr,-il-Wo@�a1biridg— kemn I Elevation Datum KAVD 1988 5 C T.M. 1 000-015-09-6.1 1186-26 DC14969 AM047 t I MAP OF PROPERTY SITUATE OROW POINT' Town Of Southold, Suffolk Co., N.Y. Scale: 1"=40[ Area: 202,276 S.F. or 4,644 Acres ! A: �• . - .._.- ,[•- Certified To: 40200 Main LLC ` Westcor Land Title Insurance Company --a T [ O It ..- ati TRl \ -_ AREA 10 TIE LWE 202.276 Sr. _ AREA-DERWATER a 9],299 SF. b ` AREAUNaERWATER IN BP91[ 82,909 5< g•,\ ••:x / ••• - ° .,, AREA OF AREA OF BOT CavEL RAGE LAN(&IILD.'.185 GS)V 3.894 Sr. •'I \ _ k v e, ", 1 1 - `k iki\ ., die \' .• - �f � '��`�� i x J�ir � •• � i I '4'>. �� .. � fir` Y' - E 1 Pz � \ t t'1 E .� 'A l ,r Ruma•F nw[ I NOTE.11SAuvcs aEv�ro HEREON ARE Revised: June 26. 2019 - CEHA Line &Areo Co'cs. o Surveyed: Jan. 3, 2019 a GEORGEWALBRIDGESURVEYORS,P.C. Land Surveyors&Land Plmmera 300 Pantigo Place-Suite 116 .�.. +•.�pv t i East Hampton,Long lslaod,N.Y.11937 PlTone:(631)324Tvalb F1entilw omcom, '� �' -^• E-mnil:infoQwamridg�wrveyors,com t Elevation Daum NAVD T988 --- - -- — -_ S.C.T.M_. 1000-015-09-8.1 j