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Woburn, Massachusetts April 141h, 2026 83145 P-522412 .c``;��ONAI Ags'io PaPF��RAD�oC��- Z Z •' �y2g '�4iRp�MA`ON�a Michael W. Hayden NCE CPBE CBNT AMD CPI Director,RF Design&Services Tower Engineering Professionals TEP is o family of companies licensed to provide different services in different jurisdictions.Depending on the jurisdiction, professional engineering and land surveying services are provided by TEP OpCo LLC,a Delaware limited liability company, TEP Engineering,PLLC,a North Carolina professional limited liability company,or M&H Engineering,PLLC,a New York professional limited liability company.General contractor services are provided by TEPDB OpCo LLC,a Delaware limited liability company. We acquire the requisite licenses in each state.Additional information can be obtained from the company. CIVIL GEOTECHNICAL SURVEY I INSPECTION I STRUCTURAL PM&E I ENVIRONMENTAL I CONSTRUCTION Nationwide Since 1997 r 1 1 RF Design and Services 326 Tryon Road "Vol' -ARaleigh, North Carolina 27603 (815) 721-6954 ltl�DESIGN.�SRlt1'1('IiS WWW.TEPGROUP.NET CONTENTS DISCLAIMERNOTICE .....................................................................................................................................3 INTRODUCTION.............................................................................................................................................4 SITE AND FACILITY CONSIDERATIONS...........................................................................................................4 METHODOLOGY............................................................................................................................................4 ASSESSMENT OF SITE 373337 ORIENT POINT...............................................................................................5 CONCLUSION AND RECOMMENDATIONS.....................................................................................................5 APPENDIX 1 MEASUREMENT LOCATIONS...............................................................................................6 APPENDIX 2 MEASUREMENT LEVEL CHART............................................................................................7 APPENDIX 3.1 MEASUREMENT LOCATION PHOTOGRAPHS .......................................................................8 APPENDIX 3.2 MEASUREMENT LOCATION PHOTOGRAPHS .......................................................................9 APPENDIX 3.3 MEASUREMENT LOCATION PHOTOGRAPHS .....................................................................10 2 r 1 1 RF Design and Services 326 Tryon Road ' J P Raleigh, North Carolina 27603 RF DESIGN&SERVICES (815) 721-6954 WWW.TEPGROUP.NET Disclaimer Notice This work is based upon our best interpretation of available information. However, these data and their interpretation are constantly changing. Therefore,we do not warrant that any undertaking based on this report will be successful,or that others will not require further research or actions in support of this proposal or future undertaking. In the event of errors,our liability is strictly limited to the replacement of this document with a corrected one. Liability for consequential damages is specifically disclaimed. Any use of this document constitutes an agreement to hold Tower Engineering Professionals and its employees harmless and indemnify it for all liability,claims, demands, and litigation expenses and attorney's fees arising out of such use. Work product documents released prior to account settlement remain the sole property of Tower Engineering Professionals and must be returned on demand. Underlying work notes and data relating to this document remain the property of Tower Engineering Professionals.This document shall not be reproduced in whole or part without the permission of Tower Engineering Professionals. Any dispute hereunder shall be adjudicated in North Carolina. Any use or retention of this document constitutes acceptance of these terms,the entire work product,and all charges associated therewith. COPYRIGHT © 2026 BY TOWER ENGINEERING PROFESSIONALS RALIEGH, NORTH CAROLINA 3 r 1 1 RF Design and Services 326 Tryon Road "Vol' -ARaleigh, North Carolina 27603 (815) 721-6954 lth DESIGN.�SRlt1'1('IiS WWW.TEPGROUP.NET Electromagnetic Environment Survey 373337 Orient Point Orient, NY INTRODUCTION Tower Engineering Professionals (TEP) of Raleigh, North Carolina, has been retained by American Tower (ATC) of Woburn, Massachusetts to audit compliance with Federal Communications Commission (FCC) guidelines for human exposure to radio frequency (RF) energy at this site. This audit provides information gathered during a site visit to make measurements of conditions after the American Tower Corporation facilities began operating and includes photographs and annotated architectural drawings, where required. Site mitigation options have been assessed and recommendations made where the Maximum Permissible Exposure (MPE) could be exceeded in accessible areas. SITE AND FACILITY CONSIDERATIONS Site 373337 Orient Point is located at 23300 Main Rd. in Orient, NY, at coordinates 41.142631, -72.299489. The structure is a 99' stealth canister pole. METHODOLOGY TEP personnel conducted field verification of existing antenna locations and made site measurements of all existing RF contributions to the site on April 14th, 2026. Measurements were performed using a NARDA model 550 broadband field meter, serial number F-0223, with a shaped isotropic probe, model EA5091, serial number 01150. This system is considered an "industry standard" for making EME measurements. Measurements were taken as a percent of MPE for the Occupational/Controlled standard. The FCC guidelines define two separate tiers of exposure limits. As defined by the FCC, these limits are: General population/uncontrolled exposure. For FCC purposes, applies to human exposure to RF fields when the general public is 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 always fall under this category when exposure is not employment related. Occupational/controlled exposure. For FCC purposes, applies to human exposure to RF fields when 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. 4 r 1 1 RF Design and Services 326 Tryon Road "Vol' -ARaleigh, North Carolina 27603 (815) 721-6954 ltl�DESIGN.�SRlt1'1('IiS WWW.TEPGROUP.NET ASSESSMENT OF SITE 373337 ORIENT POINT This is an existing 99' stealth canister pole. No change in antenna locations is anticipated. • For this study, all measurements were taken as Occupational/controlled area as defined by the FCC. General Population/uncontrolled area levels were computed as described on FCC OET-65. • On-site power density measurements were made on April 141h, 2026, that demonstrate MPE levels in the site's current configuration. Measurements were taken at various locations as shown in Appendix 1.0, Measurement Locations. The resulting levels are shown in Appendix 2.0, Measurement Level Chart. • Photographs are shown in Appendix 3.0. CONCLUSION AND RECOMMENDATIONS • This American Tower Corporation site IS in compliance with the current FCC RF human exposure regulations as outlined in FCC OET-65. • TEP recommends that any worker attempting to service this antenna facility have RF awareness training and wear a personal RF monitor. • TEP recommends placement of RF signage in accordance with ATC RF signage policy. • Procedures described in FCC OET-65 should be followed during the performance of work on or near the antenna facilities. 5 r 7 1 RF Design and Services \` ♦ 326 Tryon Road J Raleigh, North Carolina 27603 Rr DESIGN&SERVICES (815) 721-6954 WWW.TEPGROUP.NET Appendix 1 Measurement Locations •Y taG�F[sbn 5tfs.V.,uc e RMdI'\W11ittFF* e ll+5[mWy f�e G3�'mi.r sc wawa re.� ��,I..e_.au� 4 y// 5C •,` J�f �.a - pRx�mo � �4a�5 •s rnrM •-, SicHf x/6 � 'S - '."�� 57333J Tj' cj e ' r 2 / ORIEM POINT tit A NEW vow LEMW rwvv+r �. yam: Y„' 4 15 '�� O�+raeurennraev YY1Y11UU5lll. 4 5� �tya lm+rr uvao rGx ct.. {- ynl Y 4FI 40G9 T9 n1 __ anrrc5uu SITE PLAN LAYOUT SITE-1 6 r 11-1 P RF Design and Services 326 Tryon Road ' A Raleigh, North Carolina 27603 (815) 721-6954 ltl�UhSU:A.l' S13R1'ICIiS WWW.TEPGROUP.NET Appendix 2 Measurement Level Chart 373337 Orient Point Measurement Location/Maximum MPE Levels Location Power Density Occupational General Population Number (mW/cm2) (%MPE) (%MPE) 1 0.000156 0.0156 0.0780 2 0.000155 0.0155 0.0775 3 0.000147 0.0147 0.0735 4 0.000133 0.0133 0.0665 5 0.000142 0.0142 0.0710 6 0.000128 0.0128 0.0640 7 0.000122 0.0122 0.0610 7 r 11-1 P RF Design and Services 326 Tryon Road ' A Raleigh, North Carolina 27603 (815) 721-6954 ltl�UhSU:A.l' S13R1'ICIiS WWW.TEPGROUP.NET Appendix 3.1 Measurement Location Photographs 'i.CGVf10N ............. 1 N ti Site ID Sign Tower View 8 r 11-1 P RF Design and Services 326 Tryon Road ' A Raleigh, North Carolina 27603 (815) 721-6954 ltl�UhSU:A.l' S13R1'ICIiS WWW.TEPGROUP.NET Appendix 3.2 Measurement Location Photographs f a� Measurement Location 1 Measurement Location 2 r i ti i i 1 Measurement Location 3 Measurement Location 4 9 r 11-1 P RF Design and Services 326 Tryon Road ' A Raleigh, North Carolina 27603 (815) 721-6954 ltl�UhSU:A.l' S13R1'ICIiS WWW.TEPGROUP.NET Appendix 3.3 Measurement Location Photographs Measurement Location 5 Measurement Location 6 ua, t, r Sri" Measurement Location 7 10 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 ( eor. Main Rd. &Youngs Ave.) Telephone: 631 7fi5-1938 Southold, NY CA www.southoldtownny.gov rouw% PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Michael J. Verity, Chief Building Inspector From_ Heather M. Lanza, AICP, Planning Director-% Date: April 28, 2026 Re: Planning Department Report Verizon Upgrades at Orient Fire District 23300 Main Road, Orient SCTM#1000-18.-5-13.8 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 dated April 27, 2026). The proposed Verizon equipment upgrade is in compliance with the General Requirements of§280-70. The proposed equipment upgrade will not result in any visible changes to the exterior, as it involves removing and replacing antennas and related components, with all feedlines routed internally through the shaft of the concealed monopole. In addition, replacements of ground equipment will be contained within the existing compound. 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'IApplications\Site Plans\Pending11000-18.-5-13.8 Wireless Facility at Orient Fire District\Upgrades1100-18.-5-13.8 Thank you for your cooperation. York`own of SoutolNew CKYSCi3pe C U N S U L T A N T S , I N C . Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 April 27, 2026 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/SITE ID/NAME: Verizon Wireless/ 17372898 /Orient Point TOWER OWNER/SITE ID/NAME: American Tower/373337/orient Point ADDRESS: 23300 Main Road, Orient, Suffolk County,NY 11957 LATITUDE: 41°08' 33"N LONGITUDE: 72° 17' 58" W SCTM#: SCTM#1000-18.-5-13.8 WIRELESS MASTER PLAN SITE#: S03 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("C ityS cape"), in its capacity as telecommunications consultant for the Town, has reviewed the above-referenced application submitted on behalf of Verizon Wireless ("Applicant" or "Verizon") to modify equipment on an existing ninety-nine foot(99') concealed monopole tower (116' at the highest appurtenance). The tower is owned by American Tower and located at 23300 Main Road, Orient, Suffolk County, New York, see Figure 1. Verizon shares this tower with AT&T, T-Mobile and Public Safety LMR (Land Mobile Radio). This is Site S03 of the Town's Wireless Master Plan. Support Structure& E ui ment 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 remove three (3) existing antennas and six (6) diplexers (cross-band couplers) and install three (3) new antennas. All work will be at the eighty-four (83.8) foot antenna centerline elevation of the tower, see Figures 2 and 3. The final tower mounted equipment configuration is detailed in the following table. # FINAL CONFIGURATION OF TOWER-MOUNTED EQUIPMENT 3 Commscope NHHSS-65C-HGT-R3B Antennas 12 Existing 7/8"Cable Feed Lines ' CDs prepared by A.T Engineering Services,PLLC,Rev 0,"For Construction"dated 07/22/25,signed and sealed by a New York State Licensed Professional Engineer. Town of Southold—SCTM#1000-18.-5-13.8 Verizon 1 Orient Point kyscape Paget CON SULTANTS , 1NC , Ground Equipment On the ground the Applicant proposes minor equipment changes inside of their existing 11.5' x 30' equipment shelter within their 16' x 32' ground space. Structural Anna The Applicant submitted a Structural Analysis Report prepared by A.T Engineering Services, PLLC, dated July 3, 2025. The analysis is based on TIA-222-I, Risk Category II and Exposure Category C 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 41.8%of capacity out of an allowable 105%,and the maximum foundation rating is 60.5% 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 will be directly attached to the pole inside the concealment shield rather than on external mounts, a mount structural analysis is not needed. FCC Compliance To verify human RF exposure safety, an Electromagnetic Energy (RF-EME) Compliance Report,prepared by TEP RF Design and Services,dated April 14,2026,was submitted. The report is from a site visit with measured RF exposure levels from to the existing providers operating on the tower. Their measurements take into account the RF effects by the Applicant(Verizon) along with Public Safety LMR,T-Mobile and AT&T.According to the report, at ground level at the site (0 to 6 feet above surface),the measured maximum composite RF exposure level due to emissions from all three carriers is a maximum of 0.078% of the FCC general population MPE limit (0.0 15 6%of the occupational MPE limit)which is well below the allowable limit for compliance, see Figure 6. The report does not recommend signage or any mitigation measures. Summary _ Mi•a al Recomniended 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. Town of Southold—SCTM#1000-18.-5-13.8 CkyScape Verizon 1 Orient Point Page C0NSUL •rANTS , INC , 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, r Steven Webster Project Engineer CityScape Consultants, Inc. Town of Southold—SCTM#1000-18.-5-13.8 CkyScape Verizon/Orient Point - Page4 C0NSUL 'FAN •rS INC I 125 Ori Orient Harbor East Marian G reenpo rt Dering VICINITY MAP- Site 00 STRUCTURE TYPE: Tower ,.- TOWN QF SOUTHOLD FACILITY TYPE: Unipole '�-•' ANTENNA TYPE: Public Safety/Macro Cell DESIGN TYPE: Concealed LOCATION: Private Property FACILITY OWNERAD: American Tower/373337 FACILITY SITE NAME: Orient Point/Oriental Fire Department SERVICE PROVIDERS: AT&T,Dish,T Mobile,Verizon,Public Safety FCC ASR: HEIGHT: 99, LATITUDE/LONGITUDE: 41.142633.-72.299465 SCTM 8: 1000-18-5-13.8 S03 ZONING: R-80 NOTES: NYCENY0735(AT&T) Figure 1 — Site Location Map Site S03 in Wireless Master Plan inventory Town of Southold—SCTM#1000-1 8.-5-13.S CkyScape Verizon/Orient Point Page S CON S U L TA N T S , I N C . TOP OF EXIST7NC tI.,pa T APPURM WIXE REV IM2- rOP OF R XXW" WWR El E _9 9.I q EXISTING AMD , z PROUPOSED RMIq EXISTING VrA ON EXISTING CARRIER ANTENNAS R.40 CENTER ®ELEV 72' EXISPUG CAR'RID?AWEMMS # +GE,1VI'ER G,ELFV 13 E TIN G'�4R,i ;N�Ei"�{1"! OFN R €I,EY 6 I OEt��R /v EXISTING TOWER aSl'avc caw ELEV 0' SCALE N T.S. Figure 2 —Elevation Drawing of Facility Town of Southold--SCTM#1000-18.-5-13.8 CftScam Verizon/Orient Point Page 6 CON S U L T A N 'C S , 1 N C EXiSTIN J VENTED CANISTER EXiS17NG 10"a CENTER MAST AZ 280, At r 5 F 4 •yL - PROPOSED ANTENNA(TYP,) ^' (REFER TO CHART FOR �r w DETAILED INFORMATION) m FI NAL ANT N NA PLAN SCALE.N.T.S. .Figure 3 — Proposed overhead view of Antenna Configurations Town of Southold—SCTM#1000-18.-5-13.8 C ft, Sc..ape Verizon 1 Orient Point Pagel C 0 N S U L T A N T S INC rmhks -ftW Tyr I%r -AI-b`C'-;Afl1 Ys�;r ,.1..r.l"e*aryl: PIN i o r T��1,4d'F •.I'�.1'- 7CY1T.41�L '. �ur a/1V' ? C 04MA TW WALL Z:�PP DOI 7HL LRACT 1 MAT1O1I Or A.:PROPOWb AND FAWV`►, C0vFWM1•HD 77$1CTJf n(Wr1 WU r"THIM FTWrS WE H uTr r T 4l I,ASVF CIS Oi TiTE C OATF•OYi XI5�CT 1 rfT.�t 6K0i SJ1T1OA0 r AP9l KA 711AlLCOH7NIFSCULLFIti,VtKA0 iu�-IRiQiUIL NC. ;t iLE NEC GW o7FFI1111%=0%TH;L&PLYWb kW COURAM t rTa:uLMAkW►M&A S 4,L sE FLCUIRTn f{R hrC 344 MAX PITOWAL 1jr,AM r,t FMAL + YFllOvr OR p7A►riC To a.G�CAu Lnnrulr AND k rOEDUa IIRP wXA,mi Poo 5t.4c r r)),��•cap T BTU ULE;)RI;Jrl QICOPI 17 ffiv LLMD H nc x r 4 ++4-0 40 ��., t•F�. •ICr{��'a "+T �s orcoTxJIw:I L&7 v41L AT& AynowrrcT4M3FEAswr.crr 4 e ua LARD Cat CLLL EM CA"Fr U 01XC4DW*CT rr` F FIUR : I nr q a 4q(DPM.oaq&_►pruir IN v Ica W rTQ:IN 1CL We UUL K rL1.i1 ROi Oat S.-• _ l: LrdM%GC0NTR0L •AIM`WJLL mix 4Y POWFA POLL _ 7 7LLC0 11P1 -Twasur�ln ,. .. C-W&A w FYrC_E ET IeITF;I jA 1 kilf— a RAP,-C w MET Figure 4 --Existing and Proposed Ground Equipment Configuration Town of Southold--SCTM#1000-18.-5-13.8 " Verizon/Orient Point Sc'..... Pe Page CONS ULTAN 'I* s , lNC F711 AMER1C %F4Ir ' ER' C O R s O R A T 1 O N Structural Analysis Report Structure 98 ft Canister Pole ATC Asset Name Orient Point ATC Asset Number 373337 Engineering Number 15333968_C3_01 Proposed Carrier VERIZON WIRELESS Carrier Site Name ORIENT POINT Carrier Site Number 5000109731 Site Location 23300 Main Road ORIENT,.NY 11957-1102 41.1426°N,.72.29950 W County Suffolk Date July 3,2025 Max Usage 60% r- NEty Analysis Result Pass o Created By: Garrett Williams Structural Engineer 1097501 tr WM4 a r � signed � 9 Scott by Scott Wirgau Date: W*irga U 2025.07.03 12:41:17-04`00' COA:#0012746 A.T.E r.Finer:i r F,Stlm':C a s,F t 4-—1 Fenton Main Street,Suite 300,Cary,NC 27511—Office 919-4EM-0112—Fax 419-466-5414—www.americantower wm Figure 5 — Structural Analysis Report Cover Page Town of Southold—SCTM#1000-18.-5-13.8 CkyScape Verizon/Orient Point Page 9 CONSULT NTS , 1 NC . Ir qq � CORPORATE OFFICE 326 TRYON ROAD RALEIGH MC 27607 919.661.6351 FIF 000GA&.S*ERV1rFA VVWW TEPGROUP NET Electromagnetic Environment Survey Site Number. 373337 Site Name: Orient Point Location: Orient., New York Prepared for: American Tower, Inc. Woburn, Massachusetts April 14111,2026 83145 P-522412 A1.4 373337 Orient Point Measurement Location/Maximum MPE Levels Location Power Density Occupational General Population Number (mw/cm") (%MPE) (%MPE) 1 0.000156 0.0156 0.0780 2 0.000155 0.0155 0.0775 pending on the jurisdiction, 3 0.000147 0.0147 0.0735 limired liability rompany,TEP 4 0.000133 0.0133 0.0665 PUC,a New York professional 5 0.000142 0.0142 0.0710 -e limited liability company We 6 0,000128 0.0128 0.0640 ron)the company. 7 0.000122 1 0.0122 0.0610 1 — CIVIL GEOTECHNICAL SURVEY INSPECTION : STRUCTURAL PM&E I ENVIRONNIENTAL CONSTRUCTION Nationwide Since 1997 Figure 6 —R-F Exposure Report Cover Page and Table of Results NaNIA(=TM TOTALLY COMMITTED. February 11, 2026 Town of Southold P(31 HLew I Ce 1 ?11*1 C Michael J. Verity Building Department Town Hall Annex Building coca 7FEB 1 8 2026 5437S Route 25 SOUTHOLD TOWN PL 1 NG 80.4 PLANNING BOARD P.O. Box 1179 Southold, NY 11971 Ilse �` �' r 3. RE: Verizon Site ID: 100335 Site Orient Point Address: 23300 MAIN ROAD ORIENT, NY 1-1957 Enclosed please find the following applications for Verizon to complete a modification at the above-noted address: Building Permit Application Also enclosed are the stamped construction drawings and structural analysis. Additionally, if possible,upon receipt of these fees,please email me a copy of this permit to Ifrederick@nbcllc.com. Thank you. If you have any questions or need additional information, please contact me at Ifrederick@nbcllc.com or 484-402-3493. Regards, Luca Frederick Luca Frederick Land Use Associate 1777 Sentry Parkway W + Veva 17,Suite 400 + Blue Bell, PA 19422 + 267.460.0122 + www.networkbuilding.com ATC 373337 15333968 TOWN OF SOUTHOLrD—BUIELDING DEPARTMENT - - Totem.Hall Annex 54375 Main Road P. Q. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 htt s `'"'IN--W.southoIdtokynnv.Lyon Date Received APPLICATION FOR BUILDING PERMIT q'� L� W L f . For office Use Only i -I PERMIT NO. Building Inspector. _ ; � F E 8 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed, Date: OWNER(S)OF PROPERTY: Name:Orient Fire District 1 American Tower SUM#10o0-013-00--05-00-013-008 Project Address:23300 Main Road, Orient, NY 11957 Phone##: Email: Mailing Address: CONTACT PERSON: Name:Margie Weber Mailing Address:1777 Sentry Parkway Veva 17 Suite 400, Blue Bell, PA 19422 Phone#:215416.0363 Email:mweber@nbcllc.com DESIGN PROFESSIONAL INFORMATION: Name:Patrick Barry Mailing Address:l Fenton Main, Suite 300, Cary, NC 27511 I Email: Phone#:919-463-0112 4 CONTRACTOR INFORMATION: Name: Fast Track Electric Corp 1 Mailing Address: 3065 Lawson Blvd. Oceanside, NY 11572 Phone#:516.536.0575 Email: d.beirne a@fasttrackelectric.net DESCRIPTION OF PROPOSED CONSTRUCTION REMOVE(6)ANTENNA(s)AND(6)DIPLEXER(S) INSTALL(3)ANTENNA(s) ❑Near Structure ❑Addition BAlteration DRepair ❑Demolition Estimated Cost of Project: ❑0t he r Y $ 8,000.00 c Will the lot be re-graded? ❑Yes iRNo Will excess fill be removed from premises? ❑Yes ii�No i f 1 - ATC 373337 15333968 PROPERTY INFORMATION Existing use of property:Fire Dept Uelecommunications Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? 11Yes *No IF YES,PROVIDE A COPY. ❑ C h e c k B o x Aft e r R ea d i n The owner/contra ctor/design professional Is responsible for aU 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. Application Submitted By(print name):Margie Weber RAuthorized Agent E]Owner Margie Weber Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF JL-1ffol�- CX)W Cg being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract}above named, (S)he is the CC)r4,. 0 C, !SS) (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 elWh oM day of 200R5 Notary Pub 16 BERNADE1 I LTAPLJN NOMW PUBUC�STATE OF NEWNXM Registration No.01 M%4844M P 0 DI E F,T Y 0 IjV IN E Rk A U T 1,'- 0 ua)ffied in&dkgk CWVY (Where the applicant is not the owner) My Commission Expires February 1, ORIENT FIRE DISTRICT residing at 23300 Main Road,Orient,NY 6 S -, do hereby authorize Network Building and Consulfing LLC to apply on y be t m alf to the Town of Southold Building Department for approval as described herein. my be Owner's Signature Date Orient Fire District Print Owner's Name 2 40 C O R P O R A T 1 0 N Structural Analysis Report Structure : 98 ft Canister Pole ATC Asset Name : Orient Point ATC Asset Number : 373337 Engineering Number : 15333968_C3_01 Proposed Carrier : VERIZON WIRELESS Carrier Site Name ORIENT POINT Carrier Site Number 5000109731 Site Location 23300 Main Road ORIENT, NY 119 57-1102 41.1426" N, 72.29950 W County Suffolk Date : July 3, 2025 Max Usage 60% a'E N E g � Analysis Result Pass Created By: tu i Garrett Williams Structural Engineer 0,9750 !�=wlr?&&6vXsigned Scott byWirgauScott Date: W*i r 9 a U 2025.07.03 12:41 :17 -04'00' COA:#0012746 A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com Eng.Number 15333968C301 A July 3,2025 AmwERICAM TamVZR~ Page ~.^..-^..~. Table of Contents Introduction ........... —...............~��'.~---.---...''-----.''' all'''..'''--................. —'''''''—'� SupportingDocuments.'...''......__...—''~��~.~..~..��~��-.'''..~_....��_`_—'—'—.'''.'-.-� Analysis....................................................................................... ................................... ~~,.~....'—.-.��......-_.........'3 Conclusion---------.....-''-... .............................................................................................................. ~..��.---...3 Structure Usages 9.9'.9.''..''''..''...._'.......—___''-'''.-- ......... / Maximum Reactions ............................................................ ......................... _ TowerLoading....................................................~ .........,,._-_—''''-~....'..--.~.... so No*,...'5 Standard Conditions............ ...,.~,~,,````_`` ``- .~''''''WON ''..---... Attached | Calculations............................................................ ..~~-'......last ..~.-~.~,,~.~...��.At ached A.T.Engineering Services,PLLC-Ipenton Main Street,Suite 300,Cary,mc27511-Office 919-468-0112-Fax 919-466-5414-°="ericantower.com , -" Eng. Number July 3,2025 AmmERmCANn40WER~ Page ^~^'~^~`'~~ Introduction The purposeof this report istosum ma.hzeresu Its ofastrucLura| anahsisperfonnedon the B8ft [anister Pole tower to reflect the change in loading byVER|ZONWIRELESS. Supporting Documents �Tower: NuddDravv(ng#lO5-12l13-1, dated w1ay17'2VO5 Mapping byTEP Job#O3145.58g5GO, dated November 2g, ZO21 pno»dat1on: Nudd Drawing#1O5-l21z3-2, dated May l7'2OO5 Geotechn\cm)` �T8 Project#O5-O7� dated r��y 4, 200� l- � -- -- Modification: TEP Project#83245.14Z1lO'dated November 3,2O17 An The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANS|/T|/+22l Basic Wind Speed: l25 mph (3-secondgust) i Basic Wind Speed w/Ice: 47 mph (3--second gust)w/ 1.07" radial ice concurrent Code(s): AN3VT|A_222'1/ZOzO IBC/2020 New York Building Code Exposure Category: C Risk Category: U Topographic Factor Procedure: Method Feature: } Flat Crest Height(H), Oft Crest Length(Q^ Oft ' / Spectral Response- SOS=O.16,S,,=0.O6 Site Class: Default Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact EngineeMng@americantower.com Please include the American Tower asset name, asset number,and engineering number in the subject line for any questions. Eng. Number 15333968001 July 3,2025 AMERICANTIDWER4 Page 4 C a im 1,0-a^-1 MC Structure Usages Structural Component Usage Control Result Pole Shaft 41.81 --. 1.21)+LOW Pass Serviceability Usage 10.5% r 1.0D+LOW Pass Upper Flange Plate @ 88.3 ft 8.0% Plate Pass Base Plate @.O.Oft j 60.5% J. Rods Pass Mat&Pier 41.9% Moment[Soil] Pass Maximum Reactions Foundation Moment(k-ft) Axial(k) Shear(k) Monopole Base 583.2 17.8 10.8 *Reactions shown reflect the results from the Load Case with maximum Moment excluding Overstrength Load Cases Structure base reactions were analyzed using available geotechnical and foundation information. A.T.Engineering Services,PLLC--I Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com TL Eng. Number 15333968_C3�01 J u ly 3, 2025 AMERICAN Y00WER- Page 5 C O R►O R A 7 1 0 H VERIZON WIRELESSFinal Lo E1ev rft Qty Equipment Lines i r 83.8 3 Commscope N H HSS-65C-HGT-R3 B (12)7/8"Coax 83.0 1 34"0 Canister ~ Install proposed lines inside the pole shaft. flier Existing/Reserved Loa Elev(ft) Qty Equipment Lines 112.2 1 8'Omni 112.0 -�- - - - -- - - - (1)7/8"Coax -- --- -- 104.3 1 8 Dipole 3 Commscope FVV-65B-R3 g6.0 (18)7/8" Coax 6 Commscope TMAT19G21BL26-21 93.0 1 34"0 Canister 78.0 3 Commscope KVVSS-65A-R3 1 60"0 Canister+(Expansion) (12) 0.63" (16mm) LDF4-50A 73.0 3 Commscope KVVSS-65A-R3 (6)3/8"(0.38"-9.5mm) RET Control Cable 3 Commscope CDX623T-DS-T 66.0 - --- (12)7/8"Coax 3 Commscope FVV-65B-R3 63.0 1 34"o Canister 53.2 1 _� � 14'Omni _ + i (3)0.26"(6.6mm)Cable I 52.0 - 4)1/2" Coax 50,8 I 1 i S' Omni - i 50.5 1 10' Dipole 48.8 1 6'Omni 48.0 I 4 Side Arm (if table breaks across pages,please see previous page for data in merged cells) A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511—Office 919-468-0112--Fax 919-466-5414--www.americantower.com - - AmmERwCANTODWER~ ~~~~~^^-'~~ Standard Conditions All engineering services performed by A.T. Engineering Services, PLLC are prepared on the basis that the information used b current and correct.This information may consist of, but is not limited io the following: / ~ Information supplied bv the client regarding antenna, mounts, and feed line loading ° Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Services, PLL[ It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. AUassetsofAmericanTowerCorponstion, bsaffiUates, andsubsidiaries (coUec1k/e|y"Amer|canTovver") areinspectedat | regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless cxpUcbk/ agreed by both the client and A.T. Engineering Services, PLUC, all services will be performed in accordance with the current revision ofANS|/T|A-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted | engineering principles and practices.A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made bv others based on the information supplied herein. ASSETf Orient Point,373337 CODE- ANSVTIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 ANALYSIS PARAMETERS POLE SECTION PROPERTIES Design Wind: 125 mph Ice Wind: 47 mph w/1.1"ice Service Wind: 60 mph Flat Diameter(inj Joint Yield Length Thick Joint Long I h Pole Strength Risk Category: 11 Exposure: C Sj)j:0.063 SDS:0.160 Section it To 15-0tiorn (i in TypS (in) Shapq_ L Lt.ij Topo Factor: Method 1 Topo Feature: Flat 1 48.390 34.65 40.25 0.312 0.00 18 Sides 65 Structure Height: 98.33 ft Base Elevation: 0,00 ft Structure Type: Custom 2 14.670 34.00 35.70 0.250 Slip Joint 56.76 18 Sides 65 Base Diameter: 40.25 in Base Rotation: 0.00' Taper: 0.1160(in/ft) 3 10.000 13.10 13.10 0.500 Butt Joint 000 8 Sides 42 4 10-000 13-10 13.10 0.500 Butt Joint 0.00 8 Sides 42 5 10-000 13,10 13.10 0.500 Butt Joint 0.00 8 Sides 42 6 10,000 8.62 8.62 0322 Butt Joint 0.00 Round 35 DISCRETE APPURTENANCE LINEAR APPURTENANCE Elev To &N F Thick Elev(ft) Description (ft) Description (35 KS1` 112.2 (1)Generic 8'Omni 112.0 (1)7/8"Coax 104.3 (1)Generic 6'Dipole 96.0 (18)7/8"Coax 96.0 (3)Commscope FVV-65B-R3 83.8 (12)7/8"Coax I(Y-V 96.0 (6)Commscope TMAT 1 9G21 B L26-21 73.0 (6)3/8"(0.38"-9.5mm)RET Control Cab'I 11TThick 93.0 (1)34"o Canister 73.0 (12)0.63"(16mm)LDF4-50A (42 KSI) 83.8 (3)Commscope NHHSS-65C-HGT-R3B 66.0 (112)7/8"Coax 83.0 (1)34"o Canister 52.0 (3)0.26"(6.6mm)Cable 78.0 (3)Commscope KVVSS-65A-R3 52.0 (4)1/2"Coax 73.0 (3)Commscope KVVSS-65A-R3 7 LE UZ"Thick 73.0 (1)60''o Canister+(Expansion) (42 KS;l) 66.0 (3)Commscope F1/11-65B-R3 15116 660 (3)Commscope CDX623T-DS-T 63.0 (1)34"o Canister i Di4r), 53,2 (1)Generic 14'Omni 112"Th i ck 50.8 (1)Generic 8'Omni (42 K 50.5 (1)Generic 10'Dipole 48.8 (1)Generic 6'Omni 48,0 (4)Generic Round Side Arm L114-Thi C*- (65 1), 57 4X-7.1 U1 6 4 IVIWThick (65 K51'h GLOBAL BASE REACTIONS Moment Axial Shear Load Case (kip-ft) (kip) (kip) 1.2D+I OW 583 16 17.84 10.79 0-9D+1.0W 581.13 13.38 10.78 1.20+1.0D!+1.OWj 127.27 24.01 2.41 1.2D+1.OEv+1 OEh 38.82 17.39 0.59 0.9D-1.0Ev+1.0Eh 38.65 12.25 0.59 1 OD+1.OW 122.64 14.88 2.25 2007-2022 by A TC LL C.A//rights reserved. Page 1 of I Model ID:118938.0 Scenario ID:382694.0 7/3/2025 11:49:51 ASSET', 373337.Orient Point CODE- ANSIITJA-222-1 CUSTOMER- VERIZON WIRELESS PROJECT- 15333968 G3 01 ANALYSIS PARAMETERS Location: Suffolk County,NY Height*. 98.33 it Type and Shape: Custom.Round Base Diameter, 40.25 In Manufacturer; Undetermined Top Diameter: 34.00 in K,j(non-service): 0.95 Taper: 0.1160 ill f(t K,.: 1,00 Rotation: 0.0000 ICE&WIND PARAMETERS Risk Category: II Design Wind Speed: 125 mph Exposure Categary: C Design Wind Speed w/Ice: 47 rnph Design Ice Thick"ess: 1.07 in Toga Factor Procedure: Method I Crest Height(H), f# Service Wind Speed: 60 ftipb Crest Length((): 0 ft HIVISL: 17,00 ft Feature. Flat Distance from Apex(x)- 0 ft UpwindiDownwind: SEISMIC PARAMETERS Analysis Method; EquWlent Lateral Force Method Site Class: Default Period Based on Rayleigh Method(se-c). 1.06 TL(SeC)-' 6 P: 1 Cal 0.040 0-160 S-di: 0,063 C',Max: 0.04D C,Min: O,030 LOAD CASES 1.2D+1.0VV 125 mph Wind with No Ice 0.91)+1,0VV 125 mph Wind with No Ice(Reduced OL) 1,2D+I.ODii+1,OVVi 47 mph Wind With 1.07"Radial Ice 1,21)+1,012v+I.QEh Seismic 0.91)-1.,OEv+1.OEh Seism ic(Reduced DQ 1.01)+I,OVV 60 mph Wind with No Ice 1.20+I.GEv+1.5Eh Salsmic Overstfength 0-9D-I.O!Ev 4 1,5E h Seismic Over strength(Reduced DL) Q 1 2007-2022 by A TC L LC.All r?jhls reserled. Page 1 of 15 rviode]ID,118938 Scenario ll).-38-2694 7/3=25 11 A9: 5 ASSET':f 373337,Orient Point CODE: ANSI[TIA-222-1 -.CUSTOMER: VFRIZON WIRELESS PROJECT: 15333968 C3 01 SHAFT SECTION PROPERTIES Bottom Top Joint Length Thick Fy Joint Len Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Section (ft) (in) (ksi) Type (in) (lb) (in) (ft) 00 (in4) Ratio Ratio (in) (ft) (in 2) (in4) Ratio Ratio (in/ft) 1-18 48.39 0.3125 65 0.00 6,065 40.25 0.000 39.61 7,982.5 20.95 128.80 34.65 48.39 34.06 5,074.0 17.79 110.88 0.1157 2-18 14.67 0.2500 65 Slip 56.76 1,370 35.70 43.660 28.13 4,465.6 23.42 142.80 34.00 58.33 26.78 3,854.4 22.22 136.00 0.1157 3-8 10.00 0.5000 42 Butt 0.00 712 13-10 58.330 20.92 438.1 6.71 26.20 13.10 68.33 20.92 438.1 6.71 26.20 0.0000 4-8 10.00 0.5000 42 Butt 0.00 712 13.10 68.330 20.92 438.1 6.71 26.20 13.10 78.33 20.92 438.1 6.71 26.20 0.0000 5-8 10.00 0.5000 42 Butt 0.00 712 13.10 78.330 20.92 438.1 6.71 26.20 13.10 88.33 20.92 438.1 6.71 26.20 0.0000 6-R 10.00 0.3220 35 Butt 0.00 286 8.62 88.330 8.40 72.4 0.00 26.79 8.62 98.33 8.40 72.4 0.00 26.79 0.0000 Total Shaft Weight 9,857 DISCRETE APPURTENANCE PROPERTIES Attach No Ice - Ice Elev Vert Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qtv Ka _.(t) - -1(b _(sf) Factor (lb) sf.. Factor) 112.20 Generic 8'Omni 1 1.00 0.000 25.00 2.400 1.00 66.74 4.280 1.00 104.30 Generic 8'Dipole 1 1.00 0.000 25.00 3.010 1.00 86.16 6.199 1.00 96.00 Commscope TMAT1 9G21 BL26-21 6 1.00 0.000 18.70 0.775 0.01 33.98 1.177 0.01 96.00 Commscope FVV-65B-R3 3 1.00 0.000 43.90 8.024 0.01 162.55 9.930 0.01 93.00 34"o Canister 1 1.00 0.000 365.40 14.620 1.00 538.58 21.549 1.00 83.80 Commscope NHHSS-65C-HGT-R3B 3 1.00 0.000 70.50 12.228 0.01 233.51 14.525 0.01 83.00 34"o Canister 1 1.00 0.000 365.40 4,750 1.00 536.59 6.975 1.00 78-00 Commscope KVVSS-65A-R3 3 0.80 0.000 35.50 5.030 0.01 115.70 6.283 0.01 73-00 60"o Canister+(Expansion) 1 1.00 0.000 708.60 11.280 1.00 1036.26 16.496 1.00 73.00 Commscope KVVSS-65A-R3 3 1.00 0.000 35.50 5.030 0.01 115.16 6.274 0.01 66.00 Commscope FVV-65B-R3 3 1.00 0.000 43-90 8.024 0.01 158.16 9.859 0.01 66,00 Commscope CDX623T-DS-T 3 1.00 0.000 10.10 0.371 0.01 19.49 0.656 0.01 63-00 34"o Canister 1 1.00 0.000 365.40 4.750 1.00 531.84 6.914 1,00 53.20 Generic 14'Omni 1 1.00 0000 40-00 4200 1.00 107-94 7.409 1.00 50.80 Generic 8'Ornni 1 1.00 4.000 25.00 2,400 1.00 64.11 4.162 1.00 50.50 Generic 10'Dipole 1 1.00 0.000 30.00 3.760 1.00 101.35 7.597 1.00 48.80 Generic 6'Omni 1 1.00 0.000 25.00 1.760 1.00 54.44 2.563 1.00 48.00 Generic Round Side Arm 4 1.00 0.000 187.50 5.200 0.67 245.63 6.927 0.67 Totals Row Count:18 38 31555.20 6,724.12 LINEAR APPURTENANCE PROPERTIES Elev Elev Load Case Azimuth(deg):0 00 Distance Distance Distance From To Diameter Weight Max/ Between Between Azimuth From Exposed (ft) (ft) Qtv Description (in) (lb/ft) Flat Row Rows(in) Cols(in) (deg.) Face(in) To Wind Carrier 0.00 112.00 1 7/8"Coax 1.09 033 N 0 0 0 0 0 N Other 0.00 96.00 18 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N T-MOBILE 0.00 83.80 12 7/8"Coax 1.09 0.33 N 0 a 0 0 0 N VERIZON WIRELESS 0.00 73.00 12 0.63"(16mm)LDF4-50A 0.63 0.15 N 0 0 0 0 0 N AT&T MOBILITY 0.00 73.00 6 3/8"(0.38"-9.5mm)R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 66.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N DISH WIRELESS L.L.C. 0.00 52.00 4 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 52.00 3 0.26"(6.6mm)Cable 0.26 0.03 N 0 0 0 0 0 N Other 02007-2022 by A TC LLC.All rights reserved. Page 2 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 SEGMENT PROPERTIES Seg Top Thick Flat Dia Area Ix W/t D/t F'y S z Weight Elev(ffl Descriplion (Max Length:5 ft) (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (lb) 0.00 0.3125 40.250 39.612 7,982.50 20-95 128.80 76.8 390.6 0.0 0.0 5.00 0.3125 39.672 39.038 7,640.60 20.62 126,95 77.1 379.3 0.0 669-1 10.00 0.3125 39.093 38.464 7,308.60 20-29 125.10 77.5 368.2 0,0 659.3 15.00 0.3125 38.515 37.890 6,986-40 19.97 123.25 77.9 357.3 0.0 649.5 20.00 0.3125 37.936 37.316 6,673.80 19.64 121.40 78.3 346.5 0.0 639.8 25.00 0.3125 37.358 36.743 6,370.60 19.32 119.54 78.7 335.9 0.0 630.0 30.00 0.3125 36.779 36.169 6,076-80 18.99 117.69 79.1 325.4 0.0 620.3 35.00 0.3125 36.201 35.595 5,792.20 18.66 115.84 79.4 315.1 0.0 610.5 40-00 0.3125 35.622 35.021 5,516.60 18-34 113.99 79.8 305.0 0.0 600.7 43.66 Bot-Section 2 0.3125 35.199 34.601 5,320.50 18.10 112.64 80.1 297.7 0-0 433,5 45.00 0.3125 35.044 34.448 5,249.80 18.01 112.14 802 295.1 0.0 285.4 48.00 0.3125 34.696 34.103 5,094.00 17.81 111.03 80.4 289.2 0.0 634.4 48.39 Top-Section 1 0.2500 35.151 27.693 4,261.90 23.03 140.61 74.3 238.8 0.0 82.0 48.80 0.2500 35.104 27,656 4,244.60 23.00 140.42 74.4 238.2 0.0 38.6 50.00 0.2500 34-965 27.545 4,194.10 22.90 139.86 74.5 236.3 0.0 112.7 50.50 0.2500 34.907 27.499 4,173.10 22.86 139.63 74.5 235.5 0.0 46.8 50.80 0.2500 34-872 27.472 4,160.60 22.83 139.49 74.5 235.0 0.0 28.1 53.20 0.2500 34.595 27.252 4,061.30 22.64 138-38 748 231,2 0.0 223.5 55.00 0.2500 34.387 27.086 3,987.90 22.49 137.55 74.9 228.4 0.0 166.4 58.33 Top-Section 2 0.2500 34.001 26.781 3,854.40 22.22 136.00 75.3 223.3 0.0 305.2 58.33 Bot-Section 3 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 60.00 0.5000 13.100 20.916 438.10 6.71 26.20 52-1 61.8 0.0 118.9 63.00 0.5000 13.100 20-916 438.10 6.71 26.20 52.1 61.8 0.0 2115 65.00 0.5000 13.100 20-916 438.10 6.71 26.20 52.1 61.8 0.0 142.3 66.00 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 71.2 68.33 Top-Section 3 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 165.8 68.33 Bot-Section 4 0.5000 13.100 20-916 438.10 6.71 26.20 52.1 61.8 0.0 70.00 0.5000 13.100 20-916 438.10 6,71 26.20 52.1 61.8 0.0 118.9 73.00 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 213.5 75.00 0,5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 142.3 78.00 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 213.5 78-33 Top-Section 4 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0-0 23.5 78.33 Bot-Section 5 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 80.00 0.5000 13.100 20-916 438.10 6.71 26.20 52.1 61.8 0.0 118.9 83.00 0.5000 13.100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 213.5 83.80 05000 13.100 20.916 438.10 6�711 26.20 52.1 61.8 0,0 56-9 85.00 0.5000 13.100 20-916 438.10 6.71 26.20 52.1 61.8 0.0 85.4 88.33 Top-Section 5 0.5000 13,100 20.916 438.10 6.71 26.20 52.1 61.8 0.0 237.0 88.33 Bot-Section 6 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 90,00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 47.7 93.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 85.7 95.00 0,3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 96.00 0.3220 6.625 8.399 72.40 0.00 26.79 35 16.8 22.2 28.6 98-33 0.3220 8.625 8.399 72-40 0.00 26,79 35 16.8 22.2 66.6 Total, 9,856.7 CALCULATED FORCES Load Case:1.2D+1.OW 125 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY Mz Mx Moment Pn Vn Tn Mn Deflect Rotation Ilkips) (kips) (ft-kips) (ft-kIDS) (ft-kips) (ft-kips) (kips) Ilkips) I(ft-kips) (ft-kips) ('n) (deg) Ratio 0.00 -17.84 -10.79 0,00 -583.2 0.00 583.16 2,736.61 695.18 2,507.70 2,248.86 0 0 0.266 5.00 -16.91 -10.38 0.00 -529.2 0.00 529.23 2,710.46 685.11 2,435.59 2,194.86 0.05 -0.1 0.248 10.00 -16.00 -9.97 0.00 -477.3 0.00 477.34 2,683.91 675,04 2,364.53 2,141.16 0.21 -0.19 0.229 15.00 -15.10 -9.56 0.00 -427.5 0-00 427.47 2,656.97 664.97 2,294.52 2,087.80 0.46 -0.28 0.211 20.00 -14,21 -9.14 0.00 -379.7 0.00 379.66 2,629.63 654.90 2,225.56 2,034-77 0.8 -0.36 0-192 25.00 -13.34 -8.69 0.00 -334.0 0.00 333.98 2,601.89 644.63 2,157.65 1,982.09 1.22 -0,44 0.174 @2007-2022 by A TC L L C.A rights reserved. Page 3 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET'- 373337,Orient Point CODE: ANSIFFIA-222-1 2CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 CALCULATED FORCES 30.00 -12.48 -8.23 0.00 -290,5 0.00 290.52 2,573.76 634.76 2,090.80 1,929-79 1.72 -0.51 0.156 35.00 -11.64 -7.77 0.00 -249.4 0.00 249.35 2,545.23 624.69 2,025.00 1,877.86 2.29 -0.57 0.138 40.00 -10.81 -7.35 0.00 -210.5 0.00 210.52 2,516.30 614.62 1,960.25 1,826.33 2,92 -0.63 0.120 43.66 -10.21 -7.11 0.00 -183.6 0.00 183.60 2,494.87 607.25 1,913,52 1,788.88 3.41 -0.67 0.107 45.00 -9-84 -6.90 0.00 -174.1 0.00 174.08 2,486.97 604.55 1,896,55 1,775.22 3.6 -0.68 0.102 48.00 -8.12 -6.08 0.00 -153.4 0,00 153.39 2,469.19 598.51 1,858.84 1,744,75 4.04 -0.71 0.091 48.39 -8.01 -6.04 0.00 -151.0 0.00 151.01 1,852.20 486.02 1,532.07 1,331.01 4.09 -0.71 0.118 48.80 -7.93 -5.89 0.00 -148.5 0.00 148.54 1,850.66 485.35 1,527.91 1,328.09 4.16 -0.71 0.116 50.00 -7.77 -5.80 0.00 -141.5 0.00 141.47 1,846.14 483.42 1,515.76 1,319.53 4.34 -0.72 0.112 50.50 -7.66 -5-59 0.00 -138.6 0.00 138.57 1,844.25 482.62 1,510.71 1,315:97 4.41 -0.73 0.110 50.80 -7.60 -5.35 0.00 -136.4 0.00 136.45 1,843.12 482.13 1,507.69 1,313.83 4.46 -0.73 0.108 53.20 -7.23 -4.94 0.00 -123.6 0.00 123.62 1,833.99 478.27 1,483.60 1,296.76 4.83 -0.75 0.099 55.00 -7.00 -4.69 0.00 -114.7 0.00 114.72 1,827.08 475.37 1,465.67 1,283.99 5.12 -0.77 0.093 5833 -6-56 -4.47 0.00 -99.1 0.00 99.10 1,814.16 470.00 1,432.77 1,260.41 5.66 -0.79 0.082 58.33 -6.56 -4-47 0.00 -99.1 0.00 99.10 980.37 237.19 309.85 241.36 5.66 -0.79 0.418 60.00 -6.38 -4.32 0.00 -91.6 0.00 91,64 980.37 237-19 309,85 241,36 5.94 -0.8 0.387 63,00 -5.62 -3.92 000 -78.7 0.00 78.68 980.37 237.19 309.85 241.36 6,5 -0.97 0.332 65.00 -5-41 -3.83 0.00 -70.8 0.00 70.83 980.37 237.19 309.85 241.36 6.93 -1.07 0.299 66.00 -5.10 -3.70 0.00 -67.0 0.00 67.01 980,37 237.19 309.85 241.36 7.16 -1.11 0.283 6833 -4.86 -3.57 0,00 -58.4 0.00 58.38 980.37 237.19 309.85 241.36 7.73 -1.21 0.247 70.00 -4.69 -3.41 0.00 -52.4 0.00 52.43 980.37 237.19 309.85 241-36 8.16 -1.27 0.222 73.00 -3.43 -2.65 0.00 -42.2 0.00 42.21 980.37 237.19 309.85 241.36 8.98 -1.36 0.179 75.00 -3,23 -2.47 0.00 -36.9 0.00 36.92 980.37 237.19 309.85 241.36 9.57 -1.41 0.156 78.00 -2.81 -2.34 0.00 -29.5 0.00 29.51 980.37 237.19 309.85 241-36 10.47 -1.48 0.125 78,33 -2 78 -2.27 0-00 -28.7 0.00 28.74 980.37 237.19 309.85 241.36 10.58 -1.48 0.122 80.00 -2.62 -2.10 Mo -25.0 0.00 24.95 980.37 237.19 309.85 241.36 11.1 -1.51 0.106 83.00 -1.90 -1.70 0.00 -18.7 0.00 18.66 980.37 237-19 309.85 241-36 12.06 -1.55 0.079 83.80 -1.57 -1.61 0.00 -17.3 0,00 17.29 980.37 237.19 309.85 241.36 12.32 -1.56 0.073 85-00 -1.46 -1.44 0.00 -15.4 0.00 15.37 980.37 237.19 309.85 241.36 12.72 -1.58 0.065 8833 -1.16 -1.29 0,00 -10.6 0.00 10.57 980.37 237.19 309.85 241.36 13.83 -1.6 0.045 88.33 -1.16 -1.29 0.00 -10.6 0.00 10.57 264.58 79.37 57.94 58.30 13.83 -1.6 0.186 90.00 -1.09 -1.24 0.00 -8.4 0.00 8.41 264.58 79.37 57.94 58.30 14.39 -1.61 0.149 93.00 -0.55 -0.42 0.00 -4.7 0.00 4.69 264.58 79.37 57.94 58.30 15.43 -1.69 0.082 95-00 -0.46 -0.38 000 -3.8 0.00 3.85 264.58 79.37 57.94 58.30 16.15 -1-72 0.068 96.00 -0.13 -0.32 0.00 -3.5 0.00 3.47 264.58 79.37 57.94 58.30 16.51 -1.74 0.060 98.33 0.00 -0.31 0.00 -2.7 0.00 2.73 264.58 79.37 57.94 58.30 17-37 -1.77 0.047 @)2007-2022 by A TC LLC.All rights reserved. Page 4 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 CALCULATED FORCES Load Case:0.9D+1.0W 125 mph Wind with No Ice(Reduced DL) 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90 Wind Load Factor: 1.00 Seg PU Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY Mz Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (It-k.0 r-,-) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) {(;-kips' (in) (deg L Ratio 0.00 -13.38 -10.78 0-00 -581.1 0.00 581.13 2,736-61 695.18 2,507.70 2,248.86 0 0 0.264 5.00 -12.68 -10.37 0.00 -527.2 0.00 527.21 2,710.46 685.11 2,435.59 2,194.86 0.05 -0.1 0.245 10.00 -11.99 -9.96 0.00 -475.4 0.00 475.38 2,683.91 675,04 2,364.53 2,141.16 0.21 -0.19 0.227 15.00 -11-31 -9.54 0.00 -425.6 0.00 425.59 2,656.97 664.97 2,294.52 2,087.80 0.46 -0.28 0.208 20.00 -10.64 -9.11 0.00 -377.9 0.00 377.89 2,629.63 654.90 2,225.56 2,034.77 0.79 -0.36 0.190 25.00 -9-99 -8.66 0.00 -332.3 0.00 332.34 2,601.89 644.83 2,157.65 1,982.09 1.21 -0.44 0.172 30.00 -9.34 -8.20 0.00 -289.0 0.00 289.02 2,573.76 634.76 2,090,80 1,929.79 1.71 -0.51 0.154 35.00 -8.7 1 -7.74 0.00 -248.0 0.00 248.00 2,545.23 624.69 2,025.00 1,877.86 2.28 -0.57 0.136 40.00 -8.08 -7.32 0.00 -209.3 0.00 209.32 2,516.30 614.62 1,960.25 1,826.33 2.9 -0.63 0.118 43.66 -7.63 -7.08 000 -182.5 0.00 182-52 2,494,87 607.25 1,913.52 1,788.88 3.4 -0.66 0.105 45.00 -7.36 -6.87 0.00 -173.0 0.00 173.03 2,486-97 604.55 1,896.55 1,775.22 3.59 -0.68 0.1011 48-00 -6.07 -6-06 0.00 -152.4 0.00 152.43 2,469,19 598.51 1,858.84 1,744.75 4.02 -0.7 0.090 48.39 -5.99 -6.02 0.00 -150.1 0.00 150-07 1,852.20 486.02 1,532-07 1,331.01 4.08 -0.71 0.116 48.80 -5-93 -5.86 0.00 -147.6 0.00 147.60 1,850.66 485-35 1,527.91 1,328.09 4.14 -0.71 0.114 50.00 -5.81 -5.78 0.00 -140.6 0.00 140.57 1,846.14 483.42 1,515.76 1,319.53 4-32 -0.72 0.110 50.50 -5.73 -5-56 0.00 -137.7 0.00 137.68 1,844.25 482.62 1,510.71 1,315.97 4.39 -0.72 0.108 50.80 -5.68 -5.32 0.00 -135.6 0.00 135.57 1,843.12 482.13 1,507.69 1,313.83 4.44 -0.73 0.106 53.20 -5.41 -4.92 0.00 -122.8 0.00 122.80 1,833.99 478,27 1,483,60 1,296.76 4.81 -0.75 0.098 55.00 -5.23 -4-67 0.00 -113.9 0.00 113,94 1,827.08 475.37 1,465.67 1,283.99 5.1 -0.76 0.092 58.33 -4.91 -4.44 0,00 -98.4 0.00 98.40 1,814.16 470.00 1,432.77 1,260.41 5.64 -0-79 0.081 58.33 -4.91 -4.44 0.00 -98.4 0.00 98.40 980.37 237.19 309.85 241.36 5,64 -0.79 0.413 60.00 -4.77 -4.29 0.00 -91.0 0.00 90.98 980.37 237.19 309.85 241.36 5.92 -0.8 0.382 63.00 -4.20 -3.90 0.00 -78.1 0.00 78-10 980.37 237.19 309-85 241.36 6.47 -0.97 0.328 65.00 -4.04 -3,80 0.00 -70.3 0.00 70.30 980.37 237.19 309-85 241.36 6.9 -1.06 0.296 66.00 -3-81 -3.67 0.00 -66.5 0.00 66.50 980-37 237.19 309.85 241.36 7.13 -1.11 0.280 68-33 -3.63 -3.54 0.00 -57.9 0.00 57.94 980.37 237.19 309.85 241-36 7.69 -1.2 0.244 70.00 -3.50 -3.38 0.00 -52.0 0.00 52.03 980.37 237.19 309.85 241.36 8.12 -1.26 0.219 73.00 -2.62 0.00 -41.9 0-00 41.90 980.37 237.19 309.85 241.36 8-94 -1.35 0.176 75.00 -2.41 -2.45 0-00 -36.6 0.00 36.65 980.37 237.19 309.85 241.36 9.52 -1.4 0,154 78.00 -2.10 -2,32 0.00 -29.3 0.00 29.31 980.37 237.19 309.85 241.36 10.42 -1.47 0.124 78.33 -2.07 -2.25 0.00 -28.5 0.00 28.54 980.37 237.19 309.85 241.36 10.52 -1.47 0.120 80.00 -1-95 -2.08 0.00 -24.8 0.00 24.79 980.37 237.19 309.85 241.36 11.04 -1.5 0.105 83.00 -1�41 -1.69 0.00 -18.6 0.00 18.55 980.37 237.19 309.85 241.36 12 -1.54 0.078 83.80 -1.17 -1.59 0.00 -17.2 0.00 17.19 980.37 237.19 309-85 241.36 12.26 -1.55 0.072 85.00 -1.09 -1,43 0.00 -15.3 0.00 15.28 980.37 237.19 309.65 241.36 12.65 -1.57 0.064 88.33 -0.86 -1.29 0.00 -10.5 0.00 10.52 980.37 237.19 309.85 241.36 13.75 -1.59 0.044 88.33 -0-86 -1.29 0.00 -10.5 0.00 10.52 264.58 79.37 57,94 58.30 13-75 -1.59 0.184 90.00 -0.81 -1.23 0.00 -8.4 0.00 8.37 264-58 79.37 57.94 58.30 14.31 -1.6 0.147 93.00 -0.41 -0.41 0.00 -4.7 0.00 4.67 264-58 79,37 57.94 58-30 15.35 -1.68 0.082 95.00 -0.35 -0-38 0.00 -3.8 0.00 3.85 264.58 79.37 57.94 58.30 16.06 -1.71 0.067 96.00 -0.10 -0.32 0.00 -3.5 0.00 3.47 264.58 79.37 57.94 58.30 16.42 -1.73 0.060 98.33 0.00 -0.31 0.00 -2.7 0.00 2.73 264.58 79.37 57.94 58.30 17.27 -1.76 0.047 @200 7-2022 by A TC L L C.All rights reserved. Page 5 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSIFFIA-222-1 CUSTOMER- VERIZON WIRELESS PROJECT: 15333968 C3 01 CALCULATED FORCES Load Case:1.2D+1.ODi+1.OWi 47 mph Wind with 1.07"Radial Ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Ice Importance Factor 1.00 Dead load Factor: 1.20 Wind Load Factor: 1.00 Seg PU Vu Tu MU Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY Mz Mx Moment Pn Vn Tn Mn Deflect Rotation (ft)- (kips) !kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kfps) (ft-kips) (ft-kLos) (in) _,(Legg Ratio 0.00 -24.01 -2.41 0.00 -127-3 000 127.27 2,736.61 695.18 2,507.70 2,248.86 a 0 0.065 5.00 -22.88 -2.31 0.00 -115.2 0.00 115.22 2,710.46 685.11 2,435.59 2,194.86 0.01 -0.02 0.061 10.00 -21.75 -2.21 0.00 -103.7 0.00 103.66 2,683.91 675.04 2,364.53 2,141.16 0.05 -0.04 0.057 15.00 -20.62 -2.12 0.00 -92.6 0.00 92.59 2,656.97 664.97 2,294-52 2,087.80 0.1 -0.06 0.052 20.00 -19.50 -2.01 0.00 -82.0 0.00 82.01 2,629.63 654.90 2,225.56 2,034.77 0.17 -0.08 0.048 25.00 -18.39 -1.90 0.00 -72.0 0.00 71.95 2,601.89 644.83 2,157.65 1,982.09 0.27 -0.1 0.043 30.00 -17.29 -1.79 0.00 -62.4 0.00 62.43 2,573.76 634.76 2,090.80 1,929.79 0.37 -0.11 0.039 35.00 -16.20 -1.68 0.00 -53,5 0.00 53.47 2,545.23 624.69 2,025.00 1,877.86 0.5 -0.12 0.035 40.00 -15.12 -1.58 0.00 -45.1 0.00 45.09 2,516.30 614.62 1,960.25 1,826.33 0.63 -0.14 0.031 43.66 -14.34 -1.52 0.00 -39.3 0-00 39.32 2,494.87 607.25 1,913.52 1,788-88 074 -0.14 0.028 45.00 -13.90 -1-46 0.00 -37.3 0.00 37.29 2,486.97 604.55 1,896.55 1,775.22 0.76 -015 0.027 48.00 -11.84 -1.30 0.00 -32.9 0.00 32.90 2,469.19 598.51 1,858.84 1,744.75 0.87 -0.15 0.024 48.39 -11.71 -1.29 0.00 -32.4 0.00 32.40 1,852.20 486.02 1,532.07 1,331-01 0.89 -0.15 0.031 48.80 -11.59 -1.25 0.00 -31.9 0.00 31.87 1,850.66 485.35 1,527.91 1,328.09 0.9 -0.15 0.030 50.00 -11.36 -1.23 0.00 -30.4 0.00 30.36 1,846.14 483.42 1,515.76 1,319,53 0.94 -0.16 0.029 50.50 -11.18 -1.17 0.00 -29.8 0.00 29.75 1,844.25 482,62 1,510-71 1,315.97 0.96 -0.16 0.029 50.80 -11.07 -1.11 0.00 -29.3 0.00 29.29 1,843.12 482.13 1,507.69 1,313.83 0.97 -0.16 0.028 53.20 -10.53 -1.01 0.00 -26.6 0.00 26.61 1,833.99 478.27 1,483.60 1,296.76 1.05 -0.16 0.026 55.00 -10.20 -0.95 0.00 -24.8 0.00 24,79 1,827.08 475.37 1,465.67 1,283.99 1.11 -0.17 0.025 58.33 -9.60 -0.90 0.00 -21.6 0.00 21.62 1,614.16 470-00 1,432.77 1,260.41 1.23 -0.17 0.022 58.33 -9.60 -0.90 0.00 -21.6 0.00 21.62 980.37 237.19 309.85 241.36 1.23 -0.17 0.099 60.00 -9.38 -0-88 0.00 -20.1 0.00 20.12 980.37 237.19 309.85 241.36 1.29 -0.17 0.093 63.00 -8.43 -0.80 0.00 -17.5 0.00 17.49 980.37 237-19 309.85 241.36 1.41 -0.21 0.081 65.00 -8.17 -0.79 0.00 -15.9 0.00 15.88 980.37 237-19 309.85 241.36 1.5 -0.23 0.074 66.00 -7.56 -0.77 0.00 -15.1 0.00 15.09 980.37 237.19 309.85 241.36 1.55 -0.24 0.070 68.33 -7.27 -0.75 0.00 -133 0.00 13.30 980.37 237.19 309.85 241.36 1.67 -0.26 0.063 70.00 -7.06 -0.72 0.00 -12.1 0.00 12.06 980.37 237.19 309.85 241.36 1.77 -0.28 0.057 73.00 -5.26 -0.57 0.00 -9.9 0.00 9.90 980.37 237.19 309.85 241.36 1.95 -0.3 0.046 75.00 -5.02 -0.54 0.00 -8.8 0.00 8.76 980.37 237.19 309.85 241.36 2.08 -0 31 0.041 78.00 -4.34 -0.52 0.00 -7.1 0.00 7.14 980.37 237.19 309.85 241.36 2.28 -0.33 0.034 78.33 -4.30 -0.50 0.00 -7.0 0.00 6.97 980.37 237.19 309.85 241.36 23 -0.33 0.033 80.00 -4.10 -0.48 0.00 -6.1 0.00 6.13 980.37 237.19 309.85 241.36 2.42 -0.34 0.030 83.00 -3.17 -0.40 0.00 -4.7 0.00 4.70 980.37 237.19 309.85 241.36 2.63 -0.35 0.023 83.80 -2.43 -0.38 0.00 -4.4 0.00 4.38 980.37 237.19 309.85 241.36 2.69 -0.35 0.021 85-00 -2.29 -0.35 0.00 -3.9 0.00 3.93 980.37 237.19 309.85 241.36 2.78 -0.35 0.019 88.33 -1.90 -0.32 0.00 -2.8 0.00 2.75 980.37 237.19 309-85 241.36 3.02 -0.36 0.013 88.33 -1.90 -0.32 0.00 -2.8 0.00 2.75 264.58 79-37 57.94 58.30 3.02 -0.36 0.054 90.00 -1.81 -0-31 0.00 -2.2 0.00 2.21 264,58 79.37 57.94 58.30 3.15 -0.36 0.045 93.00 -1-07 -0.12 0.00 -1.3 0.00 1.29 264.58 79.37 57.94 58.30 3.38 -0.38 0.026 95.00 -0.96 -0.11 0.00 -1.0 0,00 1.05 264.58 79.37 57.94 58.30 3.55 -0.39 0.022 96.00 -0.25 -0.09 0.00 -0.9 0.00 0.94 264.58 79.37 57.94 58-30 3.63 -0.39 0.017 98-33 0.00 -0.09 0.00 -0.7 0.00 0.73 264.58 79.37 57.94 58.30 3.82 -0.4 0.012 02007-2022 by A TC LLC.All rights reserved. Page 6 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSI[TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 CALCULATED FORCES Load Case:1.OD+1.0W 60 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY Mz IVIX Moment Pn Vn Tn Mn Deflect Rotation (ft) (klp:$)-- (kips) (ft-kkps) (ft-kips) (ft-kips) (ft-kips) (kips)- (kips) (ft-kips) (ft-kips) (in) (de qj Ratio 0.00 -14-88 -2.25 0.00 -122.6 0.00 122.64 2,736.61 695.18 2,507.70 2,248.86 0 0 0.060 5.00 -14.12 -2.17 0.00 -111.4 0.00 111-39 2,710.46 685.11 2,435.59 2,194.86 0.01 -0.02 0-056 10.00 -13.37 -2-08 0.00 -100.6 0.00 100.55 2,683.91 675.04 2,364.53 2,141.16 0.04 -0.04 0.052 15.00 -12.62 -2.00 0.00 -90.1 0.00 90.14 2,656.97 664.97 2,294.52 2,087-80 0.1 -0.06 0.048 20.00 -11.89 -1.91 0.00 -80.2 0.00 80.16 2,629.63 654.90 2,225.56 2,034.77 0.17 -0.08 0.044 25.00 -11.17 -1.82 0.00 -70-6 0.00 70.61 2,601.89 644-83 2,157.65 1,982-09 0.26 -0.09 0.040 30.00 -10.46 -1,72 0.00 -61.5 0,00 61-53 2,573.76 634-76 2,090.80 1,929-79 0.36 -0.11 0.036 35.00 -9.76 -1.63 0.00 -52.9 0.00 52.92 2,545.23 624.69 2,025.00 1,877.86 0.48 -0.12 0.032 40.00 -9.07 -1.54 0.00 -44.8 0.00 44.79 2,516-30 614.62 1,960.25 1,826.33 0.61 -0-13 0.028 43-66 -8.57 -1.49 0.00 -39.2 0.00 39.15 2,494.87 607.25 1,913.52 1,788.88 0.72 -0.14 0.025 45-00 -8-26 -1.45 0.00 -37.2 0.00 37.15 2,486.97 604.55 1,896-55 1,775.22 0.76 -0.14 0.024 48.00 -6.82 -1.28 0.00 -32.8 0.00 32.81 2,469.19 598.51 1,858.84 1,744.75 0.85 -0.15 0.022 48.39 -6.73 -1.27 0.00 -32.3 0.00 32.31 1,852.20 486.02 1,532.07 1,331.01 0.86 -0.15 0.028 48.80 -6.66 -1.24 0.00 -31.8 000 31.79 1,850.66 485.35 1,527.91 1,328-09 0.88 -0.15 0.028 50.00 -6.53 -1.22 0-00 -30.3 0.00 30-30 1,846.14 483.42 1,515.76 1,319-53 0.91 -0-15 0.027 50.50 -6.44 -1.18 0.00 -29.7 0.00 29.69 1,844.25 482.62 1,510.71 1,315.97 0.93 -0.15 0.026 50.80 -6.38 -1.13 0.00 -29.2 0.00 2925 1,843.12 482.13 1,507.69 1,313.83 0.94 -0.15 0.026 53.20 -6.08 -1.04 0.00 -26.5 0.00 26.54 1,833.99 478.27 1,483.60 1,296,76 1.02 -0-16 0.024 55.00 -5.88 -0.99 0.00 -24.7 0.00 24.66 1,827.08 475.37 1,465.67 1,283.99 1.08 -0.16 0.022 58.33 -5,52 -0.95 0.00 -21.4 0.00 21.36 1,814.16 470.00 1,432.77 1,260.41 1.2 -0.17 0.020 58.33 -5.52 -0.95 0.00 -21.4 0.00 21.36 980-37 237.19 309-85 241-36 1.2 -0.17 0.094 60.00 -5.37 -0.92 0.00 -19.8 0.00 19.77 980-37 237.19 30985 241.36 1.25 -0.17 0.087 63.00 -4.74 -0.83 0.00 -17.0 0.00 17.03 980.37 237.19 309.85 241.36 1.37 -0.21 0.075 65.00 -4,56 -0.81 0.00 -15.4 0.00 15.36 980.37 237.19 309.85 241.36 1.46 -0.23 0.068 66.00 -4.31 -0.79 0.00 -14.5 0.00 14.54 98037 237.19 309,85 241.36 1.51 -0.24 0.065 68,33 -4.11 -0.76 0.00 -12.7 0.00 12.71 980.37 237.19 309.85 241.36 1.63 -0.26 0.057 70.00 -3.97 -0.73 0.00 -11.4 0.00 11.44 980.37 237.19 309.85 241-36 1.73 -0.27 0.051 73.00 -2.90 -0.57 0.00 -9.2 0.00 9.25 980.37 237.19 309.85 241-36 1.9 -0.29 0.041 75.00 -2.74 -0.54 0.00 -8.1 0.00 8.11 980.37 237.19 309.85 241.36 2.03 -0.3 0.036 78,00 -2.39 -0.51 0.00 -6.5 0.00 6.50 980.37 237.19 309.85 241.36 2.22 -0.32 0.029 78.33 -2.36 -0.49 0.00 -6.3 0-00 6.33 980-37 237.19 309-85 241.36 2.24 -0.32 0.029 80.00 -2.23 -0.46 0-00 -5.5 0.00 5.51 980-37 237.19 309-85 241.36 2.36 -0.32 0.025 83.00 -1.62 -0.38 0.00 -4.1 0.00 4.13 980.37 237.19 309.85 241.36 2.56 -0.33 0.019 83.80 -1-34 -0-36 0.00 -3.8 0.00 3.83 980.37 237.19 309.85 241.36 2.62 -0.34 0.017 85.00 -1.25 -0-32 0.00 -3.4 0,00 3.40 980.37 237.19 309.85 241.36 2.7 -0.34 0.015 88.33 -0.99 -0.29 0.00 -2,3 0.00 2.32 980-37 237.19 309-85 241-36 2-94 -0.34 0.011 88.33 -0.99 -0.29 0.00 -2.3 0.00 232 264.58 79-37 57,94 58-30 2.94 -0.34 0.044 90.00 -0.93 -0.27 0.00 -1.8 0.00 1.83 264.58 79.37 57.94 58.30 3.06 -0.35 0.035 93-00 -0.47 -0.10 0.00 -1.0 0.00 1.01 264.58 79.37 57.94 58.30 3.29 -0.36 0.019 95.00 -0.40 -0.09 0.00 -0.8 0.00 081 264.58 79-37 57.94 58.30 3.44 -0.37 0.015 96-00 -0,12 -0-07 0.00 -0.7 0.00 0.72 264.58 79.37 57.94 58.30 3.52 -0-37 0.013 98.33 0.00 -0.07 0.00 -0.6 0.00 0.56 264.58 79.37 57-94 58.30 3.7 -0.38 0.010 02007-2022 by A TC L L C,All rights reserved. Page 7 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSIMA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 EQUIVALENT LATERAL FORCES METHOD ANALYSIS Design Spectral Response Acceleration at Short Period(Sds): 0.160 Design Spectral Response Acceleration at 1.0 Second Period(SA: 0.063 Long-Period Transition Period(TL-Seconds): 6 Importance Factor(le): 1.000 Response Modification Coefficient(R): 1.500 Seismic Response Coefficient(CS): 0.040 Upper Limit CS: 0.040 Lower Limit CS: 0.030 Period based on Rayleigh Method(sec): 1.060 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1.280 Total Unfactored Dead Load: 14.880 k Seismic Base Shear(E): 0.590 k SEISMIC FORCES 1.2D+1.DEv+1.0Eh Seismic Height Above Base Weight WZ Horizontal Force Vertical Force Seqment (ft) (lb) (lb-ft} Cti., (lb) Ib) 39 97.165 67 23 0.011 6 83 38 95.5 35 12 0.005 3 43 37 94 70 23 0.010 6 86 36 91.5 105 34 0.015 9 129 35 89.165 58 18 0.008 5 72 34 86.665 258 77 0.035 21 318 33 84.4 93 27 0.012 7 114 32 83.4 65 19 0.008 5 80 31 81.5 244 68 0.031 18 301 30 79.165 136 36 0.016 10 167 29 78.165 27 7 0.003 2 33 28 76.5 244 62 0.028 17 301 27 74 163 40 0.018 11 201 26 71.5 254 59 0.027 16 313 25 69.165 141 32 0.014 8 174 24 67.165 197 43 0.019 11 243 23 65.5 89 19 0.008 5 109 22 64 177 36 0.016 10 218 21 61.5 266 51 0.023 14 327 20 59.165 148 27 0.012 7 182 19 56.665 363 63 0.029 17 447 18 54.1 198 32 0.015 9 244 17 52 266 41 0.019 11 328 16 50.65 33 5 0.002 1 41 15 50.25 56 8 0.004 2 69 14 49.4 134 20 0.009 5 166 13 48.595 46 7 0.003 2 57 12 48.195 89 13 0.006 3 110 11 46.5 689 93 0.042 25 848 10 44.33 310 39 0.018 11 381 9 41.83 500 59 0.027 16 616 8 37.5 691 71 0.032 19 851 7 32.5 701 60 0.027 16 863 6 27.5 711 49 0.022 13 875 5 22.5 720 38 0.017 10 887 4 17.5 730 28 0.013 8 899 3 12.5 740 19 0.008 5 911 2 7.5 750 10 0.004 3 924 1 2.5 759 2 0.001 1 936 Generic 8'Omni 98.33 25 9 0.004 2 31 Generic 8'Omni 50.8 25 4 0.002 1 31 Generic 8'Dipole 98.33 25 9 0.004 2 31 ©2007-2022 by ATC LLC.All rights reserved. Page 8 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSI/T[A-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 SEISMIC FORCES 1.2D+1.0Ev+1.0Eh Seismic Segment Above Base Weight wZ Horizontal Force Vertical Force (ft) Ib) (Ib-imk) C", (1b) (lb) Commscope TMAT1 9G21 BL26-21 96 112 38 0.017 10 138 Commscope FVV-65B-R3 96 132 45 0.020 12 162 Commscope FVV-65B-R3 66 132 28 0.013 7 162 34"o Canister 93 365 120 0.054 32 450 34"o Canister 83 365 104 0.047 28 450 34"o Canister 63 365 73 0.033 19 450 Commscope NHHSS-65C-HGT-R3B 83.8 212 61 0.027 16 261 Commscope KVVSS-65A-R3 78 106 28 0.013 7 131 Commscope KVVSS-65A-R3 73 106 26 0.012 7 131 60"o Canister+(Expansion) 73 709 170 0.077 46 873 Commscope CDX623T-DS-T 66 30 6 0.003 2 37 Generic 14'Omni 53.2 40 6 0.003 2 49 Generic 10'Dipole 50,5 30 5 0.002 1 37 Generic 6'Omni 48.8 25 4 0.002 1 31 Generic Round Side Arm 48 750 106 0.048 28 924 Totals: 140876 2,210 1.000 592 18,327 SEISMIC FORCES 0.91D-1.OEv+1.0Eh Seismic(Reduced IDIL) Height Above Base Weight WZ �Iorizontal Force Vertical Force Seament (ft) (lb) (Ib-ft) C,, (1b) (1b) 39 97.165 67 23 0.011 6 58 38 95.5 35 12 0.005 3 30 37 94 70 23 0.010 6 61 36 91-5 105 34 0.015 9 91 35 89-165 58 18 0.008 5 51 34 86.665 258 77 0.035 21 224 33 84.4 93 27 0.012 7 81 32 83.4 65 19 0.008 5 57 31 81.5 244 68 0.031 18 212 30 79.165 136 36 0.016 10 118 29 78.165 27 7 0.003 2 23 28 76.5 244 62 0.028 17 212 27 74 163 40 0.018 11 141 26 71.5 254 59 0.027 16 220 25 69.165 141 32 0.014 8 123 24 67,165 197 43 0.019 11 171 23 65.5 89 19 0.008 5 77 22 64 177 36 0.016 10 154 21 61.5 266 51 0,023 14 231 20 59.165 148 27 0.012 7 128 19 56.665 363 63 0.029 17 315 18 54.1 198 32 0.015 9 172 17 52 266 41 0.019 11 231 16 50.65 33 5 0.002 1 29 15 50.25 56 8 0.004 2 48 14 49.4 134 20 0.009 5 117 13 48-595 46 7 0.003 2 40 12 48.195 89 13 0.006 3 77 11 46.5 689 93 0.042 25 598 10 44-33 310 39 0.018 11 269 9 41-83 500 59 0.027 16 434 8 37.5 691 71 0.032 19 600 7 32.5 701 60 0.027 16 608 6 27.5 711 49 0.022 13 617 5 22.5 720 38 0.017 10 625 4 17.5 730 28 0.013 8 634 3 12.5 740 19 0.008 5 642 2 7.5 750 10 0.004 3 651 1 2.5 759 2 0.001 1 659 Generic 8'Omni 98.33 25 9 0.004 2 22 @2007-2022 byATC LLC.All rights reserved. Page 9 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 iIA9:55 ASSET.' 373337,Orient Point CODE: ANSI[TIA-222-1 CUSTOMER, VERIZON WIRELESS PROJECT: 15333968 C3 01 SEISMIC FORCES 0.9D-1.01Ev+1.0Eh Seismic(Reduced DL) Height Above Base Weight WZ Horizontal Force Vertical Force Seqment (ft) (lb) Ob-ft) C., (-Ib)- (1b) Generic 8'Omni 50.8 25 4 0.002 1 22 Generic 8'Dipole 98.33 25 9 0.004 2 22 Commscope TMAT1 9G21 BL26-21 96 112 38 0.017 10 97 Commscope FVV-65B-R3 96 132 45 0.020 12 114 Commscope FVV-65B-R3 66 132 28 0.013 7 114 34"o Canister 93 365 120 0.054 32 317 34"o Canister 83 365 104 0.047 28 317 34"o Canister 63 365 73 0.033 19 317 Commscope NHHSS-65C-HGT-R3B 83.8 212 61 0.027 16 184 Commscope KVVSS-65A-R3 78 106 28 0.013 7 92 Commscope KVVSS-65A-R3 73 106 26 0.012 7 92 60"o Canister+(Expansion) 73 709 170 0.077 46 615 Commscope CDX623T-DS-T 66 30 6 0.003 2 26 Generic 14'Omni 53.2 40 6 0.003 2 35 Generic 10'Dipole 50.5 30 5 0.002 1 26 Generic 6'Omni 48.8 25 4 0.002 1 22 Generic Round Side Arm 48 750 106 0.048 28 651 Totals: 14,876 21210 1.000 592 12,912 SEISMIC FORCES 1.21D+I.OEv+1.5112h Seismic Overstrength Height Above Base Weight WZ Horizontal Force Vertical Force Segment (ft) Qb) ib-ft CLAY (lb) (lb) 39 97.165 67 23 0.011 9 83 38 95.5 35 12 0.005 5 43 37 94 70 23 0,010 9 86 36 91.5 105 34 0.015 13 129 35 89.165 58 18 0.008 7 72 34 86.665 258 77 0.035 31 318 33 84.4 93 27 0.012 11 114 32 83.4 65 19 0.008 7 80 31 81.5 244 68 0.031 27 301 30 79.165 136 36 0.016 15 167 29 78-165 27 7 0.003 3 33 28 76.5 244 62 0.028 25 301 27 74 163 40 0.018 16 201 26 71.5 254 59 0.027 24 313 25 69,165 141 32 0.014 13 174 24 67.165 197 43 0.019 17 243 23 65.5 89 19 0.008 7 109 22 64 177 36 0.016 14 218 21 61.5 266 51 0.023 21 327 20 59-165 148 27 0.012 11 182 19 56.665 363 63 0.029 25 447 18 54.1 198 32 0.015 13 244 17 52 266 41 0.019 17 328 16 50.65 33 5 0.002 2 41 15 50.25 56 8 0.004 3 69 14 49.4 134 20 0.009 8 166 13 48.595 46 7 0.003 3 57 12 48.195 89 13 0.006 5 110 11 46,5 689 93 0,042 37 848 10 44.33 310 39 0.018 16 381 9 41.83 500 59 0.027 24 616 8 37.5 691 71 0.032 28 851 7 32,5 701 60 0,027 24 863 6 27.5 711 49 0.022 20 875 5 22.5 720 38 0.017 15 887 4 17.5 730 28 0.013 11 899 3 12.5 740 19 0.008 7 911 2 7.5 750 10 0.004 4 924 @2007-2022 by A TC LLC.All rights reserved. Page 10 of 15 Model ID:118938 Scenario ID:382694 713Y2G25 11:49:55 ASSET: 373337,Orient Point CODE: ANSIFFIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 C3 01 SEISMIC FORCES 1.2D+I.OlEv+1.5Eh Seismic Overstrength Segment Height Above Base Weight wZ Horizontal Force Vertical Force (ft) (lb) CV, [-b) 0b) 1 2.5 759 2 0.001 1 936 Generic 8'Omni 98-33 25 9 0.004 4 31 Generic 8'Omni 50.8 25 4 0.002 2 31 Generic 8'Dipole 98-33 25 9 0.004 4 31 Commscope TMAT1 9G21 BL26-21 96 112 38 0.017 15 138 Commscope FVV-65B-R3 96 132 45 0.020 18 162 Commscope FVV-65B-R3 66 132 28 0.013 11 162 34"o Canister 93 365 120 0.054 48 450 34"o Canister 83 365 104 0.047 42 450 34110 Canister 63 365 73 0.033 29 450 Commscope NHHSS-65C-HGT-R3B 83.8 212 61 0.027 24 261 Commscope KVVSS-65A-R3 78 106 28 0.013 11 131 Commscope KVVSS-65A-R3 73 106 26 0.012 10 131 60"o Canister+(Expansion) 73 709 170 0.077 68 873 Commscope CDX623T-DS-T 66 30 6 0.003 3 37 Generic 14'Omni 53.2 40 6 0.003 3 49 Generic 10'Dipole 50.5 30 5 0.002 2 37 Generic 6'Omni 48.8 25 4 0.002 1 31 Generic Round Side Arm 48 750 106 0.048 42 924 Totals: 14,876 2,210 1.000 888 18,327 SEISMIC FORCES 0.9D-1.0Ev+1.5Eh Seismic Overstrength(Reduced DL) Height Above Base Weight wZ Horizontal Force Vertical Force Segment (ft) (lb) (lb) (lb) 39 97.165 67 23 0.011 9 58 38 95.5 35 12 0.005 5 30 37 94 70 23 0.010 9 61 36 91.5 105 34 0.015 13 91 35 89.165 58 18 0.008 7 51 34 86.665 258 77 0.035 31 224 33 84.4 93 27 0.012 11 81 32 83.4 65 19 0.008 7 57 31 81.5 244 68 0.031 27 212 30 79.165 136 36 0.016 15 118 29 78.165 27 7 0.003 3 23 28 76.5 244 62 0.028 25 212 27 74 163 40 0.018 16 141 26 71.5 254 59 0.027 24 220 25 69.165 141 32 0.014 13 123 24 67.165 197 43 0.019 17 171 23 65.5 89 19 0.008 7 77 22 64 177 36 0.016 14 154 21 61.5 266 51 0.023 21 231 20 59.165 148 27 0.012 11 128 19 56,665 363 63 0.029 25 315 18 54.1 198 32 0.015 13 172 17 52 266 41 0.019 17 231 16 50.65 33 5 0.002 2 29 15 50.25 56 8 0.004 3 48 14 49.4 134 20 0.009 8 117 13 48.595 46 7 0.003 3 40 12 48.195 89 13 0.006 5 77 11 46.5 689 93 0.042 37 598 10 44.33 310 39 0.018 16 269 9 41.83 500 59 0.027 24 434 8 37.5 691 71 0.032 28 600 7 32.5 701 60 0.027 24 608 6 27.5 711 49 0.022 20 617 5 22.5 720 38 0.017 15 625 4 17.5 730 28 0.013 11 634 @2007-2022 by A TC LL C.At/rights reserved. Page 11 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET:* 373337,Orient Point CODE: ANSI[TIA-222-1 -CUSTOMER- VERIZON WIRELESS PROJECT: 15333968 C3 01 SEISMIC FORCES 0.9D-1.OEv+1.5Eh Seismic Overstrength(Reduced DIL) Farce Vertical Force Horizontal Fo Height Above Base Weight wt b) Se.qment (ft) (lb) p (1 (lb) -ft) 3 12.5 740 19 0.008 7 642 2 7.5 750 10 0.004 4 651 1 2.5 759 2 0.001 1 659 Generic 8'Omni 98.33 25 9 0.004 4 22 Generic 8'Omni 50.8 25 4 0.002 2 22 Generic 8'Dipole 98.33 25 9 0.004 4 22 Commscope TMAT1 9G21 BL26-21 96 112 38 0.017 15 97 Commscope FVV-65B-R3 96 132 45 0.020 18 114 Commscope FVV-65B-R3 66 132 28 0.013 11 114 34"o Canister 93 365 120 0.054 48 317 34"o Canister 83 365 104 0.047 42 317 34"o Canister 63 365 73 0.033 29 317 Commscope NHHSS-65C-HGT-R3B 83.8 212 61 0.027 24 184 Commscope KVVSS-65A-R3 78 106 28 0.013 11 92 Commscope KVVSS-65A-R3 73 106 26 0.012 10 92 60"o Canister+(Expansion) 73 709 170 0.077 68 615 Commscope CDX623T-DS-T 66 30 6 0.003 3 26 Generic 14'Omni 53.2 40 6 0.003 3 35 Generic 10'Dipole 50.5 30 5 0.002 2 26 Generic 6'Omni 48.8 25 4 0.002 1 22 Generic Round Side Arm 48 750 106 0.048 42 651 Totals, 14,876 2,210 1.000 888 1112,9112 1.213+1.0Ev+1.0Eh Seismic CALCULATED FORCES Pu Vu Tu MU Mu Resultant Phi Phi Phi Phi Total Seg Elev FY FX MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation I (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips} (kips} (kips) (k'ps) (in) deq) Ratio 0.00 -17.39 -0.59 0.00 -38.82 0.00 38.82 2,736.61 695.18 2,508 2,248.86 0.00 0.00 0.02 5.00 -16.47 -0.59 0.00 -35.86 0.00 35.86 2,710.46 685.11 2,436 2,194.86 0.00 -0.01 0.02 10.00 -15.56 -0.59 0.00 -32.90 0.00 32.90 2,683.91 675.04 2,365 2,141.16 0.01 -0.01 0.02 15.00 -14.66 -0.58 0.00 -29.97 0.00 29.97 2,656.97 664.97 2,295 2,087.80 0.03 -0.02 0.02 20.00 -13.77 -0.57 0.00 -27.06 0.00 27.06 2,629.63 654.90 2,226 2,034.77 0.05 -0.02 0.02 25.00 -12.89 -0.56 0.00 -24.20 0.00 24.20 2,601.89 644.83 2,158 1,982.09 0.08 -0.03 0.02 30.00 -12.03 -0.54 0.00 -21.41 0.00 21.41 2,573.76 634.76 2,091 1,929.79 0.12 -0.04 0.02 35-00 -11.18 -0.53 0.00 -18.69 0.00 18.69 2,545.23 624.69 2,025 1,877.86 0.16 -0.04 0.01 40.00 -10.56 -0.51 0.00 -16-06 0.00 16.06 2,51630 614.62 1,960 1,826.33 0.20 -0.04 0.01 43.66 -10.18 -0.50 0.00 -14.20 0.00 14.20 2,494.87 607.25 1,914 1,788-88 0.24 -0.05 0.01 45.00 -9.33 -0.47 0.00 -13.53 0.00 13.53 2,486.97 604.55 1,897 1,775.22 0.25 -0.05 0.01 48.00 -8.30 -0.44 0.00 -12.11 0.00 12,11 2,469.19 598.51 1,859 1,744.75 0.28 -0.05 0.01 48.39 -8.24 -0.44 0.00 -11.93 0.00 11.93 1,852.20 486.02 1,532 1,331.01 0.29 -0.05 0.01 48.80 -8.05 -0.43 0.00 -11.75 0.00 11.75 1,850.66 485.35 1,528 1,328.09 0.29 -0.05 0,01 50.00 -7.98 -0.43 0.00 -11.23 0.00 11.23 1,846.14 483.42 1,516 1,319.53 0.30 -0,05 0.01 50.50 -7.90 -0.43 0.00 -11.02 0.00 11.02 1,844.25 482.62 1,511 1,315.97 0.31 -0.05 0.01 50-80 -7.54 -0.42 0.00 -10-89 0.00 10.89 1,843.12 482.13 1,508 1,313.83 0.31 -0.05 0.01 53.20 -7.25 -0.41 0.00 -9.89 0.00 9.89 1,633.99 478.27 1,484 1,296.76 0.34 -0.05 0.01 55.00 -6.80 -0.39 0.00 -9.16 0.00 9.16 1,827.08 475.37 1,466 1,283.99 0.36 -0.06 0.01 58.33 -6.62 -0.38 0.00 -7.87 0.00 7.87 1,814.16 470.00 1,433 1,260.41 0.40 -0.06 0.01 58.33 -6.62 -0.38 0.00 -7.87 0.00 7.87 980.37 237.19 310 241.36 0.40 -0.06 0.04 60.00 -6.29 -0.37 0.00 -7.23 0.00 7.23 980.37 237.19 310 241.36 0.42 -0.06 0.04 63.00 -5.62 -0.34 0.00 -6.12 0.00 6.12 980.37 237.19 310 241.36 0.46 -0.07 0.03 65.00 -5.51 -0.33 0.00 -5.45 0.00 5.45 980.37 237.19 310 241-36 0.49 -0.08 0.03 66.00 -5.07 -0.31 0.00 -5.11 0.00 5.11 980.37 237.19 310 241.36 0.51 -0.08 0.03 68.33 -4.90 -0.31 0.00 -4.38 0.00 4.38 980.37 237.19 310 241.36 0.55 -0.09 0.02 68.33 -4.90 -0.31 0.00 -4.38 0.00 4.38 980.37 237.19 310 241.36 0.55 -0.09 0.02 70.00 -4.59 -0.29 0.00 -3.87 0.00 3,87 980.37 237.19 310 241.36 0.58 -0.09 0.02 73.00 -3.38 -0.22 0.00 -3.00 0.00 3.00 980.37 237,19 310 241.36 0.64 -0.10 0.02 75-00 -3,08 -0.21 0-00 -2.55 0.00 2.55 980,37 237.19 310 241.36 0.69 -0.10 0.01 78.00 -2.92 -0.20 0.00 -1.93 0.00 1.93 980.37 237.19 310 241.36 0,75 -0.11 0.01 78.33 -2.75 -0.19 0.00 -1.86 0.00 1.86 980.37 237,19 310 241.36 0.76 -0.11 0.01 @200 7-2022 by A TC L L C.A 11 rights reserved. Page 12 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 ASSET: 373337,Orient Point CODE: ANSIITIA-222-1 CUSTOMER, VERIZON WIRELESS PROJECT: 15333968 C3 01 CALCULATED FORCES Pu Vu Tu MU Mu Resultant Phi Phi Phi Phi Total Seg Elev FY(-) FX(-) MY Mz Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips-) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 78.33 -2.75 -0.19 0.00 -1.86 0.00 1.86 980.37 237.19 310 241.36 0.76 -0.11 0.01 80.00 -2.45 -0.17 0.00 -1.55 0.00 1.55 980.37 237.19 310 241.36 0.80 -0.11 0.01 83.00 -1.92 -0.14 0.00 -1.04 0.00 1.04 980.37 237.19 310 241.36 0,87 -0.11 0.01 83.80 -1.54 -0.11 0.00 -0.93 0.00 0-93 980.37 237.19 310 241.36 0.89 -0.11 001 85.00 -1.22 -0.09 0.00 -0.80 0.00 0.80 980.37 237.19 310 241.36 0.92 -0.11 0.01 88.33 -1.15 -0.09 0.00 -0.49 0.00 0.49 980.37 237.19 310 241.36 1.00 -0-12 0.00 88-33 -1.15 -0.09 0.00 -0.49 0.00 0.49 264.58 79-37 58 58.30 1.00 -0.12 0.01 90.00 -1.02 -0.08 0.00 -0.35 0.00 0.35 264.58 79-37 58 58-30 1.04 -0.12 0.01 93,00 -0.49 -0-04 0.00 -0.12 0.00 0.12 264.58 79.37 58 58.30 1.11 -0.12 0.00 95.00 -0.44 -0.03 0.00 -0.05 0.00 0.05 264.58 79-37 58 58.30 1.16 -0.12 0.00 96.00 -0.06 0.00 0.00 -0.01 0.00 0,01 264-58 79-37 58 58.30 1.19 -0.12 0.00 98-33 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.25 -0.12 0.00 0.9D-1.OEv+1.OEh Seismic(Reduced DL) CALCULATED FORCES PU Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY FX MY Mz Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) _(ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) _(deg) Ratio 0.00 -12.25 -0.59 0.00 -38.65 0.00 38.65 2,736,61 695.18 2,508 2,248-86 0.00 0.00 0.02 5.00 -11.60 -0.59 0.00 -35.69 0.00 35.69 2,710.46 685.11 2,436 2,194.86 0.00 -0-01 0.02 10.00 -10.96 -0-59 0.00 -32.74 0.00 32.74 2,683.91 675.04 2,365 2,141-16 0.01 -0.01 0.02 15.00 -10-33 -0.58 0.00 -29.81 0.00 29.81 2,656.97 664.97 2,295 2,087.80 0-03 -0.02 0.02 20.00 -9.70 -0.57 0.00 -26-92 0.00 26.92 2,629.63 654.90 2,226 2,034.77 0.05 -0.02 0.02 25.00 -9.08 -0.56 0.00 -24.07 0.00 24,07 2,601.89 644.83 2,158 1,982.09 0.08 -0.03 0.02 30.00 -8.48 -0.54 0.00 -21.28 0.00 21.28 2,573.76 634.76 2,091 1,929-79 0.12 -0.04 0.01 35.00 -7-88 -0.52 0.00 -18.58 0.00 18.58 2,545.23 624.69 2,025 1,877.86 0.16 -0.04 0.01 40.00 -7.44 -0.51 0.00 -15.96 0.00 15.96 2,516-30 614-62 1,960 1,826.33 0.20 -0.04 0.01 43.66 -7.17 -0.50 0.00 -14.11 0.00 14A1 2,494-87 607-25 1,914 1,788.88 0.24 -0.05 0.01 45.00 -6-58 -0.47 0.00 -13.44 0.00 13.44 2,486.97 604.55 1,897 1,775.22 0.25 -0.05 0.01 48.00 -5.85 -0-44 0.00 -12.03 0.00 12.03 2,469.19 598.51 1,859 1,744.75 0.28 -0.05 0.01 48.39 -5.81 -0-44 0.00 -11.86 0.00 11.86 1,852.20 486.02 1,532 1,331.01 0.28 -0.05 0.01 48.80 -5.67 -0.43 0.00 -11.68 0.00 11.68 1,850.66 485.35 1,528 1,328.09 0.29 -0-05 0.01 50.00 -5.62 -0.43 0.00 -11.16 0.00 11.16 1,846.14 483.42 1,516 1,319-53 0.30 -0.05 0.01 50.50 -5.57 -0.43 0.00 -10.94 0.00 10,94 1,844.25 482.62 1,511 1,315.97 0.31 -0.05 0.01 50.80 -5.31 -0.41 0.00 -10.82 0.00 10.82 1,843.12 482.13 1,508 1,313.83 0.31 -0.05 0.01 53.20 -5.11 -0.40 0.00 -9.82 0.00 9.82 1,833.99 47827 1,484 1,296-76 0.34 -0.05 0.01 55.00 -4.79 -0.39 0.00 -9.10 0.00 9.10 1,827.08 475.37 1,466 1,283.99 0.36 -0.06 0.01 58.33 -4.66 -0.38 0.00 -7.81 0.00 7.81 1,814,16 470.00 1,433 1,260.41 0.40 -0.06 0-01 58.33 -4.66 -0.38 0.00 -7-81 0.00 7.81 980.37 237.19 310 241.36 0.40 -0.06 0.04 60.00 -4.43 -0.37 0.00 -7.17 0.00 7.17 980.37 237.19 310 241-36 0.42 -0.06 0.03 63.00 -3.96 -0.34 0.00 -6.08 0.00 6.08 980.37 237.19 310 241-36 0.46 -0.07 0.03 65.00 -3.89 -0.33 0.00 -5-40 0.00 5.40 980.37 -237.19 310 241.36 0.49 -0.08 0.03 66.00 -3.57 -0.31 0.00 -5.07 0-00 5.07 980.37 237.19 310 241.36 0.51 -0.08 0.03 68.33 -3.45 -0.30 0.00 -4.34 0.00 4.34 980.37 237.19 310 241.36 0,55 -0-09 0.02 68.33 -3.45 -0.30 0.00 -4.34 0.00 4.34 980.37 237.19 310 241.36 0.55 -0-09 0.02 70.00 -3.23 -0.29 0.00 -3.84 0.00 3.84 980.37 237.19 310 241-36 0.58 -0,09 0.02 73.00 -2.38 -0.22 0.00 -2.98 0.00 2.98 980.37 237.19 310 241.36 0.64 -0.10 0.02 75.00 -2.17 -0-21 0.00 -2,53 0.00 2.53 980.37 237.19 310 241.36 0.68 -0.10 0.01 78.00 -2.05 -0.20 0.00 -1.91 0.00 1.91 980-37 237.19 310 241.36 0.75 -0.11 0.01 78.33 -1.94 -0.19 0.00 -1.85 0.00 1.85 980-37 237.19 310 241.36 0.76 -0.11 0.01 78.33 -1-94 -0.19 0.00 -1.85 0.00 1.85 980.37 237.19 310 241,36 0.76 -0.11 0.01 80.00 -1 72 -0-17 0.00 -1.54 0,00 1.54 980.37 237.19 310 241.36 0,80 -0.11 0.01 83.00 -1.35 -0.14 0.00 -1.03 0.00 1-03 980.37 237.19 310 241.36 0.87 -0.11 0.01 83.80 -1.09 -0.11 0.00 -0.92 0.00 0.92 980-37 237.19 310 241.36 0.88 -0.11 0.01 85,00 -0.86 -0.09 0.00 -0.79 0.00 0.79 980.37 237.19 310 241.36 0.91 -0.11 0.00 88-33 -0.81 -0.09 0.00 -0,49 0.00 0.49 980.37 237.19 310 241.36 0.99 -0.12 0.00 88.33 -0.81 -0.09 0.00 -0.49 0.00 0-49 264-58 79.37 58 58.30 0.99 -0.12 0.01 90.00 -0.72 -0.08 0.00 -0.35 0.00 0.35 264.58 79-37 58 58.30 1.03 -0.12 0,01 93.00 -0.34 -0-04 0.00 -0.12 0.00 0.12 264.58 79.37 58 58.30 1.11 -0.12 0.00 95.00 -0.31 -0.03 0.00 -0.04 0.00 0.04 264.58 79-37 58 58.30 1.16 -0.12 0.00 @2007-2022 by A TC 1,L G.All rights reserved. Page 13 of 15 Model ID:118938 Scenario ID:382694 7/3/2025 11:49:55 I • ASSET,.' 373337,Odent Point CODE. ANSIfTIA-222-1 CUSTOMER, VERIZON WIRELESS PROJECT: 15333968 C3 01 CN,CUL-ATED FORCES Pu Vu Tti NIL) mu R�suliant Phi Phi Phi ptil Total seg F-lev FY(-) Fit(-) MY mz mx Moment Pn Vn To Mn Deflect RotatIon (ft kir ps) (kip5) (fl.-kips) (frmklp5) (ft-kips) (ft-k-igsl (kips) (kip:s) (kips) (kips) (in) (deg) Rato W00 -0.04 0.00 0.00 40.01 0-00 0,01 264�58 79.37 58 30 1.18 -012 0,00 98.33 0,00 0.00 .0.00 0100 OM 0,0.0 264M 79.37 58 58.30 1.24 -0.12 0.00 0200 7-2022 by A TC L L C,All righ rsresc rved. Page 14 of 15 Model 10;118938 Scenario 10.382694 71312025 11-49,55 ASSET: 373337,Orient Point CODE: ANSIITIA-222-1 CUSTOMER: VER17-ON WIRELESS PROJECT: 15333968 C3 01 ANALYSIS SUMMARY Base Reactions Max Usage Shear Shear Axial Moment Moment Moment Load Case FX FZ FY MX MY Mz Elegy InterWion (kips) (kj2§) (ft-kips) ft-�ips) Raliiu --Lk!ps) L (ft) 1.20+1,0W 10.79 0.00 17.84 0M 0,00 583.18 58,33 0.42 0,19D+1,0W 10.78 0.00 13.38 0,00 0.00 581.13 58.33 0.41 1 ID+1,0D1+1.00 2.41 0100 24.01 0,00 0.00 127+27 5C33 0.1 1.20+1.0Ev+1,0Eh 0.59 0.00 17.39 0,00 0.00 38.82 5833 0.04 0.9D-1.012y+1.OEh 0.59 0.00 12.25 0.00 0,00 38,65 59.33 0,04 1.OD+1.OW 2-25 U0 14.88 0.00 0.00 122,64 5633 0.09 ANALMS SUMMARY-OVERSTRENGTH LOAD CASE$ Base Reactions Shear Shear Axial Moment momerri. Mornerill, FX FZ FY MX MY Mz Load Case (lc) (k1ps) (k[ps) (ft-kips)- (ft-kips) (ft-kips) 1.20+1-0Ev+1.5E h 0.89 0100 1739 0.00 0.00 5&22 O.9D-1.OEv+1.5Eh 0-89 0-00 12.25 0.00 0.00 57.98 02007-2022 by A TC LLC.Aij rights reserved. Page 15 of 15 M adel I D 118938 Scene do ID 3M94 7112025 11.49.55 ASSET: 373337,Orient Point CODE: ANSI[TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 13ASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment(k-ft) Axial(k) Shear(k) 583.16 17.84 10.79 PLATE PARAMETERS(ID#35367) Width: 52 in Shape: Round Thickness: 2.5 in Grade: A572-50 Yield Strength: 50 ksl; Tensile Strength: 65 ksi Rod Detail Type: d Clear Distance 3.75 in Base Weld Size: 0,125 in Orientation Offset: - Analysis Type: Plastic Neutral Axis: 30 ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter Circle Grade Fy Fu Spacing Offset (in) (in) (ksi) (ksi) (in) (0) Original Radial 9 2 45.313 A36 36 58 - [ID#36278] COMPONENT PROPERTIES Gross Area Net Area Individual Inertia Moment of Inertia Threads/in Component ID (in ) (in) (in) (in4) Pole 40.25"o x 0.3125"(18 Sides) 39.0098 - - 7778.87 Bolt Group Original(9)2"o 3.1416 2.4982 0.4967 5201.21 4.5 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-ft) Pu(k) Vu(k) Pole 40.25"o x 0.3125"(18 Sides) 583.2 17-84 10.79 1.000 Bolt Group Original(9)2"o 583.2 10.79 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPE;kTiES pLATE PROPERTIE Flat-to-Flat Diameter: 40.38 in Flat Width: 7.119 in Neutral Axis: 30 Point-to-Point Diameter: 41.00 in Flat Radians: 0.349 rad Bend Line Limits: 1.523 to 2.666 rad Orientation Offset: - U Bend Line Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Flexure Result (in) (in) (in3) M,,(k-in) (OMn(k-in) Mu/(}Mn Flats 26.579 0.00 41.529 97.5 1868.8 5.2% Corners 25.607 0.00 40.012 74.3 1800.5 4.1% Circumferential 34.757 0.00 54.308 74.3 2443.8 3.0% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity Interaction Result (in) Pu(k) Vu(k) OPn(k) Original 9 2 65.8 1.9 108.7 60.5% Task[D:724765 Page 1 of 2 7/3/2025 11:50,12 ASSET: 373337,Orient Point CODE: ANS11TIA-222-I CUSTOMER- VERIZON WIRELESS PROJECT: 15333968 UPPER FLANGE PLATE ANALYSIS 88.33 FT APPLIED REACTIONS Moment(k-ft) Axial(k) Shear(k) 10.57 1.16 1.29 PLATE PARAMETERS(ID#35366) Width: 19-875 in Shape: Round Thickness: 1.75 in Grade: A36 Yield Strength: 36 ksi Tensile Strength: 58 ksi Base Weld Size: 0.125 in Orientation Offset: r. Analysis Type: Plastic Neutral Axis: 0 FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter Circle Grade Fy Fu Spacing Offset (in) (in) (ksi) (ksi) (in) Original Radial 8 1 16 A325 92 120 [ID#36279] COMPONENT PROPERTIES Component ID Gross Area Net Area Individual Inertia Moment of Inertia (in2) (in2) (in4) (in4) Threads/in Pole 8.625"o x 0.322"(Round) 8.3991 - 72.68 Bolt Group Original(8)Vo 0.7854 0.6057 0.0292 132.02 8,0 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor Mu(k-ft) Pu(k) Vu(k) Pole 8.625"o x 0.322"(Round) 10.6 1.16 1.29 1.000 Bolt Group Original(8)Vo 10.6 - 1.29 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 88-33 FT POLE PROPERTIES PLATE-PROPERTIES Flat-to-Flat Diameter: 8.75 in Flat Width: 0.076 in Neutral Axis: 0 Point-to-Point Diameter: 8.75 in Flat Radians: 0.017 rad Bend Line Limits: 1.150 to 1.992 rad Orientation Offset: 0 Bend Line Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Flexure Result (in) (in) (in3) M,(k-in) OM,(k-in) Mu/4)Mn Flats 15.242 0.00 11.670 18.7 378.1 4.9% Corners 15.242 0.00 11.670 187 378.1 4.9% Circumferential 16.339 0.00 12,509 32.4 405,3 8.0% 0 PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter Applied Axial Load Applied Shear Load Compressive Capacity Interaction Result (in) Pu(k) Vu(k) OP n(k) Original 8 1 0.3 0.3 54.5 0.5% Task I D:724765 Page 2 of 2 7/3/2025 11:50:12 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 MONOLITHIC MAT • PIER FOUNDATION ANALYSIS APPLIED GLOBAL REACTIONS Moment(k-ft) Axial(k) Shear(k) 583.16 17.84 10.79 FOUNDATION PARAMETERS Mat Length: L 16 ft Mat Width: W 16 ft D Mat Thickness: T 2.5 ft ' i Base Depth: L+T-h 5 ft — S I I _ Pier Shape: Round _ _ GW Pier Diameter: D 6 ft Pier Height above Grade: h 0.5 ft T Concrete Compressive Strength: 3,000 psi — — � _ � I Mat Top Rebar: (15)#6 bars[60 ksi] t 1 Y Mat Bottom Rebar: (15)#6 bars[60 ksi] i c i Pier Vertical Rebar: (27)#6 bars[60 ksi] I Pier Rebar Ties: s #4 bars @ 6.0"c/c[60 ksi] Rebar Clear Cover: 3.0 in Tower Eccentricity: ecc 0 ft , Tower Leg Count 1 +r 1 SOIL PARAMETERS _ FT Water Table Depth[BGL]: GW 13 ft Soil Unit Weight: 131 pcf Ultimate Skin Friction: 750 psf ' • - - Ultimate Bearing Pressure: 12,500 psf Bearing Pressure Type: Gross Coefficient of Shear Friction: 0.45 SOIL STRENGTH ANALYSIS Soil Strength Reduction Factor,0,, Uplift Strength Reduction Factor,4)S Asset Dead Load Factor Dead Load Factor 0.75 0.75 0.9 1.2 SOIL OVERTURNING ANALYSIS Design Moment,Mu,Design Nominal Overturning Capacity,(Drr,Mn Soil Overturning Usage, (k-ft) (k-ft) M%Design/OmMn 642.50 1,531.84 41.9% J SOIL BEARING ANALYSIS Net Bearing Pressure,Pu,Net Nominal Bearing Capacity,ObPn Bearing Pressure Controlling Load Soil Bearing Usage, (psf) (psf) Direction Pu,net/4)bPn 1,248.00 9,375.00 Diagonal to Pad Edge 13.3% SOIL SLIDING SHEAR ANALYSIS Applied Shear Force,Vu Friction Resistance Passive Pressure Passive Pressure Resistance Nominal Shear Capacity, Vu/OsVn Capacity,0., Soil Sliding Shear Usage, (k) {k} (psf) (k) (k) 10.79 89.18 491.2 19.65 81,62 13.0% Task ID:724765 Page 1 of 2 7/3/2025 11:50:20 ASSET: 373337,Orient Point CODE: ANSI[TIA-222-1 CUSTOMER: VERIZON WIRELESS PROJECT: 15333968 F _ Steel Elastic-Modulus,E Strength Bending/Tension Reduction Strength Shear Reduction Factor,4) Strength Compression Reduction Factor, (ksi) Factor,Ob 0C 29,000 0.9 0.75 0.65 MAT REINFORCING ONE WAY SHEAR ANALYSIS One Way Design Shear,Vu Nominal One Way Shear Capacity,'),Vn One Way Shear Controlling Load Mat One Way Shear Usage, (k) (k) Direction Vu/(DcVn 22.26 317.09 Diagonal to Pad Edge 7.0% MAT REINFORCING PUNCHING SHEAR ANALYSIS Punching Shear Design Stress,vu Nominal Punching Shear Capacity,Ocvn Mat Punching Shear Usage, (psi) (psi) Vu/CAcvn 13.9 164.3 8.4% G MAT REINFORCING MOMENT TRANSFER ANALYSIS Moment Transfer Effective Neutral Axis Depth Pier Moment at Joint,Mut Nominal Moment Transfer Mat Moment Transfer Usage Capacity,4�Ms� , Flexural Width,wf(in) (in) (k-in) (k-in) ,f 0.6 Mut/OMsc,r 13.50 0.84 0.00 8,131.4 0.0% �! MAT REINFORCING FLEXURE ANALYSIS-UPPER STEEL Factored Moment,Mu Nominal Flexural Capacity,0Mn Flexural Steel Controlling Load Direction Mat Upper Rebar Flexure Usage, (k-ft) (k-ft) Mu/4VMn 140.50 769.42 Parallel to Pad Edge 18.3% 0 MAT REINFORCING FLEXURE ANALYSIS-LOWER STEEL Factored Moment,Mu Nominal Flexural Capacity,OM„ Flexural Steel Controlling Load Direction Mat Lower Rebar Flexure Usage, (k ft) (k-ft) Mu/omn 169.10 769.42 Parallel to Pad Edge 22.0% SPIER REINFORCING STEEL STRENGTH ANALYSISME ft Rebar Cage Diameter Steel Elastic Modulus,E Strength Bending/Tension Strength Shear Reduction Strength Compression Reduction (in) (ksi) Reduction Factor,Ob Factor,0„ Factor,4), 64.25 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment,Mu Nominal Moment Capacity,ObMn Pier Rebar Flexure Usage, (k-ft) (k_ft) Bending Reinforcement Ratio M lm M u b n 615.53 1,555.04 0.003 39.6% �! PIER REINFORCING COMPRESSION ANALYSIS Design Compression,Pu Nominal Compressive Capacity,OPP, Pier Rebar Compressive Usage, (k) (k) Pu/(DpPn 17.84 5,396.79 0.3% 01/ PIER REINFORCING SHEAR ANALYSIS Design Shear,Vu Nominal Shear Capacity,0,Vn Pier Rebar Shear Usage, (k) (k) Vu/(DvVn 10.79 508.04 2.1% 9 Task ID:724765 Page 2 of 2 7/3/2025 11:50:20 o��SUfFOC�-c.. 0 OFFICE LOCATION: w n=„ �f Town Hall Annex O MAILING ADDRESS 54375 State Route 25 y�0 aQ . P.O.Box 1179 (cor.Main Rd.&Youngs Ave.) Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE f 'S'�bp TOWN OF SOUTHOLD c� �RJ7= APR 16 2026 �Jur.iLD'10�"iN MEMORANDUM FLAti' "i BOARD To: Accounting From: Planning Department Date: April 16, 2026 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Tax Map # Amount Check Date/No. _ Name &Type Verizon Upgrades at Orient Fire 4/14/26 - #22538 District 18.-5-13.8 $4,000.00 Network Building & Consulting LLC CEW