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�o�aoe souTyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46370 Date: 08/05/2025 THIS CERTIFIES that the building Wireless Modifications Location of Property: 21855 CR 48 Cutchogue,NY 11935 Sec/Block/Lot: 96.4-19.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/26/2019 Pursuant to which Building Permit No. 44232 and dated: 09/30/2019 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modification to existing wireless communication facility for T-Mobile as applied for. The certificate is issued to: Jax Post LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 44232 06/16/2025 PLUMBERS CERTIFICATION: Au or ze Signature �ofso&ry°`o TOWN OF SOUTHOLD I BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE �a SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44232 Date: 09/30/2019 Permission is hereby granted to: Renewal Date: 05/29/2025 Jax Post LLC 6 Tulane Rd Glen Cove, NY 11542 To: Existing wireless communication modification:T-Mobile (3) new antennas, (3) Remote units&(1) hybrid cable as applied for. Premises Located at: 21855 CR 48, Cutchogue, NY 11935' SCTM#96.4-19.1 Pursuant to application dated 07/26/2019 and approved by the Building Inspector. To expire on 03/31/2021. Contractors: Fees: Renewal Fee $225.00 Total $225.00 Building Inspector u TOWN OF SOUTHOLD FU(,t�OGy� BUILDING DEPARTMENT TOWN CLERKS.OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST.BE KEPT ON THE PREMISES WITH ONE-SET OF APPROVED PLANS AND'SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44232' Date: 9/30/2019 Permission is hereby granted.to: Junge, Arthur 6 Tulane.Rd Glen Cove, NY 11542 To:. Existing wireless communication modification::T-Mobile (3) new antennas, (3) Remote units & (1) hybrid cable as applied for. At premises located at: 21855 CR 48, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-1-19.1 Pursuant to application dated 7/26/2019. , and approved by the Building Inspector. To expire on 3/31/2021: Fees: WIRELESS:COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 Building"Inspector o�X�pE SO�r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 Q Southold,NY 11971-0959 Jamesh southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arthur Junge Address: 21855 CR 48 city:Cutchouge st: New York zip: 11935 Building Permit#: 44232 Section: 96 Block: 1 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Milicia Electric Corp. Electrician:, Frank Mllicia License No: ME-5244 SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical X Outdoor X list Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 150amp feed to network cabinet Notes: CELL TOWER Inspector Signature: Date: June 16, 2025 21855 cr 48 tower hO�*OF SOUTyolo TOWMOF-SOUTH:OLD BUILDING DEPT." co 631-765-1802 qo,�yJNSPECTION. . [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. { ] -FOUNDATION 2ND [ ]� SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL bJIhMeW ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION j ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ I .CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1 � 112 Z� ig VIV V,� A—� ) U / 2 z A_ on DATE INSPECTOR qIOE SO OT # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]= FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR MAILING ADDRESS: PLANNING BOARD MEMBERS �opF SO P.O.Southold, M � NY 1 971 Chairman 1 OFFICE LOCATION: MIAJEALOUS-DANK N Town Hall Annex PIERCE RAFFERTY G �Q 54375 State Route 25 MARTIN H.SIDOR �� (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENS19 ,pCOU�`I, 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 Date: August 5, 2025 Re: Planning Department Report Wireless Modifications: T-Mobile at Junge 21855 County Road 48, Cutchogue SCTM#1000-96.-1-19.1 The Planning Board has found that the requirements of the above-referenced T-Mobile modifications and up-grades have been completed. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department Report dated September 26, 2019; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. DEPUE 1E AUG — 5 2025 Building Department Town of Southold Town of Southold CltyScape Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Upgrade Application Boca Raton, FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 August 20, 2019 Mr. Brian Cummings Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold/ SCTM#1000-96-1-19 T-Mobile/Cutchogue Dear Mr. Cummings, At your request, on behalf of the Town of Southold("Town"), CityScape Consultants, Inc. ("CityScape")in its capacity as telecommunications consultant for the County, has considered the merits of the above referenced application submitted by Crown Castle, on behalf of T-Mobile ("Applicant") to modify its equipment on an existing one hundred eight foot, eleven inch (108' 11") monopole tower, owned by Crown Communications. There are antennas mounted at the top of the tower that raise the overall height to one hundred twelve feet, six inches (112' 6"). The tower is located at 21855 Country Road 48, Cutchogue,New York,see Figure 1. Support Structure&Equipment Currently, the Applicant has six (6) panel antennas and three (3) TMAs at the ninety (90) foot level, see Appendix, Exhibit A. It is proposed to add three (3) antennas and three (3) dual mount RRUs,see Appendix,Exhibit B. One(1)new hybrid fiber cable will be added to the existing six(6) coaxial single (1) hybrid fiber cable. Structural Anal The Applicant submitted a structural analysis, prepared by Black & Veatch, dated July 5, 2019 and based on ANSI/EIA/TIA-222-H,Category C and Class II standards. The report indicates Town of Southold/SCTM#1000-96-1-19 CScar%AM T-Mobile/Cutchogue Page C O N S U L T A N T S , I N C . that with the upgrades, the tower will be loaded to 87% (105% maximum) while the foundation will be 92.9% (110%maximum),see Appendix, Exhibit C. FCC Compliance The Applicant provided documentation in a previous application it would comply with the FCC's RF exposure level requirements and would not cause interference to other sources. Wireless applications, other than new support structures are governed under the Middle- Class Tax Relief and Job Creation Act of 2012(Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound,or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act and CityScape recommends its approval. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice,according to prevailing laws and codes. Respectfully submitted, Jonathan N. Edwards, P.E. CityScape Consultants,Inc. Town of Southold/SCTM#1000-96-1-19 Cm BftAM T-Mobile Cutchogue yscaliqu Page 3 CON SU LTANTS , 1 NC . DeLorme StreetAtlar U SAID 2009 :!y::... % I 4L it. q. V, lit 'Y" Cutchogue '/k X jig ell -It Z % ev% ' VJQIC WA� Data use subject m license. ft @ DeLo n-ne.Del-orme Street Atlas USMS 2009. h 0 BCO 1600 2400 3200 4000 Nvivi delorme com MN(13 1-W", Data Zoom 13-0 Figure I — Site Location Town of Southold/SCTM#1000-96-1-19 Cttys T-Mobile/Cutchogue Page 4 C O N S U L T A N T S I N C . Appendix Town of Southold/SCTM#1000-96-1-19 C" aftArk T-Mobile Cutchogue ttyscaljw Page 5 C 0 N S U L T A N T S I N C . orw_R;,! & PROPOM)T-N"Lf.ANTYMNA (I PER ;ECrrn, rr'IAL.OF 3) • -m-)tow.- fill AFFAGVA; 7.1 K"KIPM4 CA TL rD Ir AsTrAws E (4449 971+R12 (I PE;i SECTOR, TMAL CF 3j (AWI DXVAN%II 7._L019&41�TUO 1,11 AVr4a, (I ';f'ev vclom' lnw ro I'j qxAtAw e'4"CA, �i.il 0 (1) FROPWED CACU Exhibit A - Existing Support Structure Town of Southold/SCTM#1000-96-1-19 ICscalOw U W%Aft T-Mobile/Cutchogue fty Page 6 C 0 N S U L T ANTS , INC . RAIDPOM I-MOWLE (44 49 P71.B 12) KAe Wfll?. PUM& (W J) (I MR SECTOFL TOTAL Of 3) Ae." Pi[OPOSED T- UILLE AfflTNItAk '0 It W11,11Z, IvAr. V"Y) V,APAVMAR (I PER SECM4r 10TAL Of C4 (.\Z 2W) t 4� OWN WK,E 10 AW) W PfW,14W SaIM, WrAt 4;!.j cj tW.;7WV Jr :PA �A4 .......... AI L Egan (A,7 Vj 19 L\j nPPkOk 11"M UUMI r---j—- \B Exhibit B—Proposed Antenna Configuration Color Legend El Existing Equipment Z' Proposed Equipment Town of Southold/SCTM#1000-96-1-19 CU .r T-Mobile/Cutchoome Pagel c0tvsttr. T A ` rs , IVc . Juty 04,2019 1065.25 Ft Wbnopo/e Toaver Structural Arralysis CC/au NO 806579 Projr ct Plumber 400087.Order 494432.Revision 0 page 7 4,42-4.17 Polo+Reinf. TP35.062x35.006x0.85 Pole 69.9% Pass 4.17-4 Pole+Reinf• TP35.1 x35.062x0.85 Pala 70.0% Pass 4-3.75 Pole+Reinf. TP35.157x35.1x0.8375 Pole 70.2% Pass 3.75-0 Pole+Reinf. TNWS.157x1.1375 Reinf.1 Tens€un Yield 63.5%y Pass Summary Pole 73.9% Pass Reinforcement 87.0%�--- Pass Overall 87.0% w Pass I� uuum.um.um.m wnmiwvm iw•vn•wwi•uwuamr.memq Table 5-Tower Component Stresses vs.Capacity(Monopole Tower-LC7 Notes R +; Com onent u P tir r e t ,� �F S C'�D�apaCltlf( "'. /t7! 1 Pass 1 Far! 34 tic ' i.n•� +K,'>1n.M.m..a,,sl.. a`xi,� y�r....f�.4 :'7� ,. .;t...E..«.bra....,..:. Flange Bolts 7.9 Pass i Tap Flange Plates 99.7497 11.0 Pass Bottom Flange Plates _ 12.5 Pass -�� Original Anchor Rods -�� 80.0 __ _Pass i 1 Additional Anchor Rods 0 _ Anchor Rod Bracket �. 92.9 _Pass i I Base Plate 89.7 m Pass 1 Base Foundation 0 59.6 Pass Ba se Foundation Soil Interaction 92.0 Pass LY Fzj",r tt.aG Structure Rating(max from ail co mponents) 7' iF, �• i 92 9°/D ;" Plote: I Sue additional documentotlon In'Appendix C.—AddstlonM C.flcuLaSlrna`fa c<ilcuiallony svppacGrtg the%capacty consumed.Rsiiing per TIA-222-H Sectkan t5.5. 4.1)Recommendations The tourer and its foundation have sufficient capacity to carry the proposed load configuration.No modifications are required at this time. Exhibit C — Structural Analysis Summary OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �O SO(Ij�oo P.O.Box 1179 54375 State Route 25 l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631 765-1938 www.southoldtownny.gov X ® a� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 26, 2019 Re: Planning Department Report T-Mobile Modifications SCTM#1000-96-1-19.1 21856 County Road 48, Cutchogue As an addendum to the attached Site Plan Use Determination, 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 T-Mobile modifications are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application and in accordance with the Structural Analysis Report dated July 5, 2019. Thank you for your cooperation. CROWN 12 Gill Street Telephon Ema s1-771-2255 il CC CASTLE Suite 5800 jeff.barbadora@crown castle.com Woburn,Ma 01801 RE' lJuly 23, 2019 JL Town of Southold Planning Board own Planning Building Department 53095,Route 25, Southold,NY 11971 631-765-1802 RE 21855 Country Road,Cutchogue,NY 11935 T-Mobile#LI13544A Crown Site#806579 Dear Building Department; T-Mobile is an existing wireless provider on the cell tower at 21855 Country Road and proposes to add three (3) new antennas,three(3)new remote radio units and one(1)hybrid cable to their existing equipment.Please refer to sheets C-1 &A-1 of the CD's for detail. Total cost of work is$25,000.00. Enclosed are the following items: • Three sets of 11xl7 CD's • Original notarized building applications and certificate of insurances • Two copies of the structural analysis. Please let me know if you have any questions or require additional information. Sincerely, J fr±ry ,Bar flora Crown Cast e 781-970-0053 , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CI-IECKLIS'r BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Healdt______,-,,, SOUTHOLD,NY 11971 4 sets of Building Plans_ TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey,_........ ...._ Southoldtownny.gov PERMIT NO. Check Septic Form ____-__ N.V S.D.E C Trustees � r� C.O. miatiuu Application_ Flood Per Flood Permit Examined_ 20_ tJ Single&S,Vnrate_ �tiL 6 2619 Truss Identification Form Storm-Water Assessment Form �ZyIj,D 'Op .dr�ST� Contact: 1 A roved_..._ ,20 F SO d CfotJv Approved_..._.____, O �OVtIn Mail to: qC 4 U�(��G�� Disapproved a/c Az .I l $ _ Phone: r$O! Expiration ,20 781- 970- 0J3 Building Inspector APPLICATION FOR BUILDING PERMIT Date- J UA, -A z ,20_a INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval oC this application,the Building Inspector will issue a Building Permit to the applicant.Snch a permit shill be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in pant for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) l02 Gib s! S{eSBoo, woLr,', aq o1 (\flailing address of applicant} State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,.plumber or builder OCs)h4-r 0, 2 Name of owner of premisest (As on the tax roll or latest deed) If ap is co poration,signature of duly authorized officer ( -tine and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. _ 1. Location of land on which proposed work will be done: a I a ss I, ( �� y-o � c CA House Number Strcel 1-fam t County Tax Map No. 1000 Section 9 (D Block '_Lot 1 , Subdivision Filed Map No._ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1 i c t\e-S+S C a1M Fj u f Gam. 'O�t S b. Intended use and occupancy JI 2 s_'e- 3. Nature of work(check which applicable):New Building,__ Addition Alteration Repair_ Removal_ Demolition Other Work 4. Estimated Cost-15- 1,0 o 0 Fee (Description) (To be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated f kc- I n AU]V 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_____NO—Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?`YES NO *IF YES,SOLJTEIOLD TOWN TRUSTEES&:D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal we(land?`YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ` ) J e r tpt� (Name o individual signing ual signing contract)shove named,U[� being duly sworn,deposes and says that(s)he is the applicant 'f (S)He is the A 5 en. (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: than all stnicmcnls CuntSiltcd in dais application are true to the best of his knowledge and Belief,and that the work will be performed in the manner set forth in tite application filed therewith. Sworn to before me this V' day of` _U 1'1ot'cy 'AttirAUNDMP r26 SI I,JR. Signature of Applicant :ec /RMa 1 CCntm,7nwoJtlh ct fharrxht:setts \`, 1tYCcmnwc�or Eyoe. l+ptl 13,�Q23 Crown Castle International Corp. Consolidated Subsidiaries as Named Insureds Entity Name t 24/7 Chesapeake Holdings,LLC Crown Castle International Corp. Global Signal GP LLC 24/7 Mid-Atlantic Network of Virginia,LLC Crown Castle International Corp_de Global Signal Holdings III LLC Puerto Rico 24/7 Mid-Atlantic Network,LLC Crown Castle International LLC Global Signal Holdings IV LLC Access Fiber Group Holdings LLC Crown Castle Investment Corp. Global Signal Operating Partnership,L.P. Access Fiber Group,Inc. Crown Castle Investment 11 Corp. Global Signal Services LLC AirComm of Avon,L.L.C. Crown Castle MM Holding Corp. GoldenState Towers,LLC Atlantic Coast Communications LLC Crown Castle MM Holding LLC GS Savings Inc. CA-CLEC LLC Crown Castle MU LLC GSPN Intangibles LLC CC Castle International LLC Crown Castle MUPA LLC High Point Management Co.LLC CC Edge LLC Crown Castle NG Atlantic LLC ICB Towers,LLC CC Edge Solutions LLC Crown Castle NG Central LLC InfraSource FI,LLC CC Finance LLC Crown Castle NO East LLC InSITE Fiber of Virginia LLC CC FN Holdings LLC Crown Castle NG Networks LLC InSITE Solutions LLC CC Holdings GS V LLC Crown Castle NG West LLC Interstate Tower Communications LLC CC Site Acquisitions H LLC Crown Castle Operating Company Intracoastal City Towers LLC CC Sunesys Fiber Networks LLC Crown Castle Operating LLC DC2 Center,LLC CC TM PA LLC Crown Castle Orlando Corp. IX2 Wilshire,LLC CC Towers Guarantor LLC Crown Castle PR LLC JBCM Towers LLC CC Towers Holding LLC Crown Castle PR Solutions LLC Light Tower Clearinghouse LLC CC TS LLC Crown Castle PT Inc. Light Tower Fiber New York,Inc.(NY) CCATT Holdings LLC Crown Castle Puerto Rico Corp. Light Tower Holdings LLC CCATT LCC Crown Castle Services LLC Light Tower Management,Inc. CCATT PR LLC Crown Castle Solutions LLC Light Tower Metro Fiber LLC CCGS Holdings Corp. Crown Castle South LLC Lightower Fiber Infrastructure Corp. CCPE Acquisitions LLC Crown Castle TDC LLC Lightower Fiber Networks I,LLC CCPR VI Tower Newco LLC Crown Castle TLA LLC Lightower Fiber Networks Il,LLC n/k/a Crown Castle Fiber LLC CCS&E LLC Crown Castle Towers 05 LLC LTS Buyer LLC CCT2 Holdings LLC Crown Castle Towers 06-2 LLC LTS Group Holdings LLC CCTM Holdings LLC Crown Castle Towers 09 LLC LTS Intermediate Holdings A LLC CCTM1 LLC Crown Castle Towers LLC LTS Intermediate Holdings B LLC CCTM2 LLC Crown Castle USA Inc. LTS Intermediate Holdings C LLC CCTMO LLC Crown Communication LLC Md7 Capitol One,LLC Chesapeake Fiber,LLC Crown Communication New York,Inc. Mobile Media California LLC Coastal Antennas LLC Crown Mobile Systems,Inc. Mobile Media National LLC ComSite Venture,Inc. DAS Development Corporation Modeo LLC Coverage Plus Antenna Systems LLC Fiber Technologies Networks,L.L.C. MW Cell REIT 1 LLC Cross Connect Solutions,Inc.(PA) Fibernet Direct Florida LLC MW Cell TRS I LLC Crown Atlantic Company LLC Fibernet Direct Holdings LLC NEON Transcom,Inc. Crown Castle AS LLC Fibernet Direct TEL LLC NewPath Networks Holding LLC Crown Castle Atlantic LLC Fibernet Direct Texas LLC NewPath Networks LLC Crown Castle Augusta LLC Fibertech Facilities Corp.(NY) NY-CLEC LLC Crown Castle BP ATT LLC Fibertech Holdings Corp. OP 2 LLC Crown Castle CA Corp. Fibertech Networks,LLC OP LLC Crown Castle Fiber LLC f/lda Lightower Freedom Telecommunications,LLC P3 CHB-1,LLC Fiber Networks II,LLC Crown Castle GS III Corp. Global Signal Acquisitions II LLC P3 Holdings 2014 LLC Crown Castle GT Company LLC Global Signal Acquisitions III LLC P3 OASA-1,LLC Crown Castle GT Corp. Global Signal Acquisitions IV LLC P3 PBA-1,LLC Crown Castle GT Holding Sub LLC Global Signal Acquisitions LLC PA-CLEC LLC Crown Castle International Corp. Consolidated Subsidiaries as Named Insureds Entity Narne, 5116/2018 Edition Pinnacle San Antonio L.L.C. Towers Finco LLC Pinnacle St.Louis LLC TriStar Investors LLC Pinnacle Towers Acquisition Holdings LLC TVHT,LLC Pinnacle Towers Acquisition LLC WA-CLEC LLC Pinnacle Towers Asset Holding LLC WCP Wireless Lease Subsidiary,LLC Pinnacle Towers Canada,Inc. WCP Wireless Site Funding LLC Pinnacle Towers III LLC WCP Wireless Site Holdco LLC Pinnacle Towers Limited WCP Wireless Site Non-RE Funding LLC Pinnacle Towers LLC WCP Wireless Site Non-RE Holdco LLC Pinnacle Towers V Inc. WCP Wireless Site RE Funding LLC PR Site Development Corporation WCP Wireless Site RE Holdco LLC PR TDC Corporation Wilcon Holdings LLC Princeton Ancillary Services Il LLC Wilcon Operations LLC Princeton Ancillary Services III LLC Wilshire Connection,LLC Radio Station WGLD LLC Wilshire Services,LLC RGP Tower Group,LLC Wireless Funding,LLC Shaffer&Associates,Inc. Wireless Realty Holdings II,LLC Sidera Networks UK Limited(LTK) Wireless Revenue Properties,LLC Sidera Networks,Inc. Yankee Metro Parent,Inc. Sierra Towers,Inc. Sunesys Enterprise LLC Sunesys of Massachusetts,LLC Sunesys of Virginia,Inc. Sunesys,LLC Thunder Towers LLC Tower Development Corporation Tower Systems LLC Tower Technology Company of Jacksonville LLC Tower Ventures III,LLC TowerOne 2012,LLC TowerOne Allentown 001,LLC TowerOne Bethlehem 001,LLC TowerOne Doylestown,LLC TowerOne East Rockhill 001,LLC TowerOne Marple,LLC TowerOne Middletown 001,LLC TowerOne Middletown 002,LLC TowerOne Middletown 003,LLC TowerOne North Coventry,LLC TowerOne Partners,LLC TowerOne Richland,LLC TowerOne Upper Pottsgrove 002,LLC TowerOne Upper Pottsgrove,LLC TowerOne Warminster 001,LLC TowerOne Warrington 002,LLC Towers Finco 11 LLC Towers Finco III LLC TOTALLY COMMITTED. July 22, 2025 np Town of Southold I.,a Building Department 54375 Route 25 J U L 2 8 2025 Southold, NY 11971 Building DepaO.mont Subject: Certificate of Compliance Town of Southold T-Mobile Wireless Site Number: LI13544A Building Permit Numbers: 44232 and 50123 Crown Site Number: 806579 Site Address: 21855 Country Road Southold, NY 11935 Dear Inspector, In accordance with the New York State Building Code, TKK Engineering DPC has performed a final inspection of the T-Mobile Wireless equipment upgrade at the above-referenced location. The purpose of the inspection was to establish compliance of the completed project with applicable provisions of the State Building Code and the approved design plans entitled "NY Cutchogue 958280", Site No: LI13544A, dated 09/28/2023. The scope of work consisted of removing (6)antennas, (2)ground equipment cabinets and installing (6)Antennas, (3) RRHs, and (2)ground equipment cabinets. Based on visual observations of the T-Mobile Wireless equipment upgrade, I have determined that all proposed improvements have been installed in accordance with the State Building Code and the documents submitted to the city and are substantially complete. Respectfully submitted, TKK Engineering DPC of NFL, Koh r CO ' vG0�� 091974 AR�FESS ION�'�' Krupakaran Kolandaivelu, P.E. VP of Fnninpprinn 6095 Marshalee Drive + Suite 300 + Elkridge,MD 21075 r www.networkbuilding.com FIELD INSPECTION RFPoRT7 DATE COMMENTS ►d FOUNDATION(1ST) Jg� CN y -------------------------------- FOUNDATION (2ND) z y ROUGH FRAMING& PLUMBING �'•7 �r INSULATION PER N.Y. H STATE ENERGY CODE N FINAL ADDITIONAL COMMENTS X L z x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICA\\TLON CHECKLIST BUILD!'''" D8PARTMENT C C C U PAN CY OR Do you have or need the following,before applying? ' Y g� TOWN HALL USE 6 UNLAWFUL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 'ITHOUT CERTIFICATE Planning Board approval FAX: (631) 765-9502 of JW A d g J. _? Survey Southoldtownny.gov E Check Septic Form N.Y.S.D.E.C. Trustees • C.O.Application .,�r3 Flood Permit Examined � ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form (3 � 1 Contact: r 1 L,rOWV\ Approved ,20 1 r ; lU s��� Mail to:�et�'�ar�rjc�d V � Disapproved a/c A-7 Ga I I S�, Sa-e S Rocb W 0 u rvy Phone: i`Ag 61gol Expiration ,20 78 1— 770 �S APPROVED AS NO 9 ED m Inspec DATE:_ _.,. B.°•1r_-----APPLICATION FOR BUILDING PERMIT FEE:--- BY: Date J U , 20� NOTIFY BllLDING D'_PART'JIENT AT INSTRUCTIONS 765-1802 8 AM TO 4 PM FOR TIS 1E FOLI-a?`Abi's'application ST,,?9 completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of•�"lai`Q acc&afe pl ? -', n�to scale.Fee according to schedule. FCB ^ni i _n ;, t�- p b.PlQ'1p Q"i Ving l0--atio�" of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,an`-al�aterways:"l�'C w 1 I J[t(IVla 3. iNllielork covered by thi ,a lication may not be commenced before issuance of Building Permit. 1.111, 4. d.rU�Sorii approva f"tilis application,the Building Inspector will issue a Building Permit to the applicant. Such a permit. shall beFke V0'9 the premise's;available for spection throughout the work. /lr:r:r I ri�L No buil'din shall.be occupied�ory/,used in whole or in part for any purpose what so ever until the Building Inspector issues a�Csertficate ofOccpancy;,'v rOB Eve"rbuil��ing�,l�et��`li�F "E,��,F��e if the work authorized has not commenced within 12 months after the date of issuancd�dlias'not�bheer�r 'p�leted'wi'tlirrn $months from such date.If no zoning amendments or other regulations affecting the g g property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply'with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) HA O/8� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OW'c\4-T a.v\ Q5-e...k- 0 1-ess-e-2 Name of owner of premises C 6� S (As on the tax roll ot16VA-T 1NITH ALL CODES OF If ap is& oration, signature of duly authorized officer NEW YO.RK STATE & TOWN CODES ame and title of corporate officer) AS REQUIRED AND CONDITIONS OF Builders License No. Sorg g - Plumbers License No. ✓ SOUTHOLD TOWN PLANNING BOARD Electricians License No. Other Trade's License No. SO N�fS'OE� 1. Location of land on which proposed work will be done: 02I ASS Cou,-4 cu ROC,6 C C.��C-) 10 'C. House Number Stree Ham et County Tax Map No. 1000 Section 9 G Block Lot 1 ` Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S C OVy► hU&ICG.�-r b. Intended use and occupancy / (D Cka V� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 6 r O b C 7„2 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated w S k-f � c, 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF rc, being duly sworn, deposes and says that(s)he is the applicant (Name o`t individual signing contract)above named, (S)He is the ��I �� T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this rr,� ?L day of 20 �Ck n PA Notes ubfiMUND M.P OWSKI,JR. Signature of Applicant Not Public Commonwealth of Massachusetts My Commission Expires April 13,2023 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *oF SOUjy P.O.Box 1179 54375 State Route 25 ��� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 C ,e www.southoldtownny.gov COU G • �Q PLANNING BOARD OFFICE �� 1 TOWN OF SOUTHOLD SEP 7 2019 MEMORANDUMS> ��i To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 26, 2019 Re: Planning Department Report T-Mobile Modifications SCTM#1000-96-1-19.1 21855 County Road 48, Cutchogue As an addendum to the attached Site Plan Use Determination, 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 T-Mobile modifications are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application and in accordance with the Structural Analysis Report dated July 5, 2019. Thank you for your cooperation. OW.II of SO.lh0.lC Cl ;� C O .N. S.-U.L. T A. N T".S . I N C .- Teledomr Whliications Slte RQView .7050 W.Palmetto-Park Road#15-652 Upgrade Application Boca.Raton,FL .33433-3483 Tel:877.438.2851 Fax:877,.220.'4593 August 20,2019 Mr-Brian-Cummings - Planner =. .Town"Hall Annex Building' 53095 Route 25 - Southold,New York 11971. RE: . " Town of-Southold%SCTM#1060-96-1-t9 T-Mobile/Cutchogue Dear Mr. Cummings,. At-.your request. on behalf of the Town of Southold("Town");CityScape Consultants,Inc. ("CityScape")in its capacity as telecommunications consultant.for"the County,"has considered the, merits of the`above .referenced applickiori-submitted.by. Crown Castle; on"behalf.of,T-Mobile " " ("Applicant") to modify its equipment on an existing one hundred eight foot; eleven inch-(108' 11.7)monopole tower, owned:by Crown Communications. There are antennas mounted at the top of"the"fower that raise.the overall height to one hundred twelve.feet,.'six inches (112'. 67)''. The'. tower is located at 21855 Country Road 48, Cutchogue,New York;see Figure 1. Support'Structure&Equipment. Currently;the-Applicant has six."(6)panel antennas and three (3) TMAs at the ninety (90). foot level, see'Appendix, Exhibit A: .It is proposed to add three (3) antennas and three.(3) dual. mount RRUs,see Appendix,Exhibit B. One(1)new hybrid.fiber cable will be added to the existing . six(6).coaacial single.(1)hybrid.fiber cable. Structural-Analysis The-Applicant submitted,a structural_analysis,,prepared by Black&.Veatch, dated-July 5, 2019 and based.�on ANSVEIVTIA=222-H;Category C and Class II standards. The report indicates Town of Southold/SCTM#.1000-96-1-19 T-Mobile/Cutcho gue cityscaPe Page 2_ C.o N S- U-L T,A.N .T S-.� 1. N-C . that with the upgrades; the tower will be loaded to 87% (105%,maximum) while the foundation. will be 92.9%(110%maximum),see Appendix, Exhibit C. FCC Compliance The Applicant provided documentation,in.a previous application it would,comply with the. FCC's.RF exposure level requirements and:would not cause interference to other sources. Wireless.applications, other than new support structures.are governed under the Middle- . Class Tax Relief and.Job Creation Act of 2012 (Tax Relief Act) and shall be afforded streamlined processing.with a qualified application. A qualified application under-the Tax Relief Act cannot. increase in size.of the ground compound, or tower structural changes increasing the height or girth by ten percent (10 or twenty (20) feet, which ever is(IONgreater.- Since'the Applicant will not be increasing the height.or girth of Power, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act and CityScape recommends its approval. I certify that to-the best of.my knowledge all of the information included herein is accurate atahe time of this report. CityScape is only employed by local governments and has unbiased opinions. . . All recommendations are.based'on technical merits without.prejudice,according to prevailing laws and codes: . Respectfully submitted, Jonathan N.:Edwards;P.E. CityScape Consultants, Inc. Town of Southold/SC:TM#1000-96-1-19. T'Mobile/Cutchogue . . . . . . . CftScape Page 3. _ C.o N- s U.L T A N .T S. I N. C .. _ 'DeLormeStreetAtlasUSAO2009 - ti s" ° ` qr� Cutchogue � • (q,. h� - q(L Q eSt Sr Fu NFsgp, ;prttl�o8u•Ufbn 25 m NI 9s "'gyp Cutdi6gue 4w S ' .19 tY n� Lam._]- P P �G Data use subject to.license.. ®DeLoime.Del-omte Street Atlas USA AD 2009. 0 BUD 1600 ' 2400 .3200 4000 , w Avdelorme,com MN,(13,7 W) Data Zoom 13-0 Figure 1 = Site Location Town of Southold/SCTM#1000-96-1-19 T=Mobile/Cutchogue. C scape Page4. C.O N S U L T'A N T S. I N. C .. Appendix • Town of Southold/SCTM#1000-96-1-19 C�/���pe • T-'Mobile/'Cutchogue , - Page5 C. 0NSU-LTAN.TS INC , - -' C•J75JJb'C DarNl„�...�s�j - . OWSJIW AQXNNAS; C1. M7'^0 9 Aci . PROFOSED-T-1AOUItE RNIM44 (APXVMflR14.;:43-U-AA20) !'sr:?:i-A!vS:�.:N[6'•n! (1 PER SECTOR,TOTAL,oi'3) �� (iV£?.f XRC71ItpTJ-;7 f37ti01Jy r tJ mrr rrrnu; rorocj,or J) {I rx=Ir, Al ciFc,co r..ur o� PROPOSED T-;UOBU RRu - ��• d.3 1WTtY1MAS.El. - '(ING R71:tni,.) ! 1 (1 PEN SECTOR. TOTAL Oi 'I) f -�. Etr;Ji/;C l-ef0'J.t£iv11Ft1W . - - - ,•-.�(AM11 U?f,•176pTJ� - raYSA.S:r-mpPhF Ar4' r Jt) A£AMW h KIP 9CcrOm Jarp;r OF J) ((rW VInT.1J7.FRS):(J A"AIN (J'PIR'StCrt7 'JpiRL.Gl.J) n Zvi rlltril 7 AMR 01 fAGAW :8'^(F't a u f 47r proms) �Up Or OReCR•) f 1 i FxI$r:w:Wa-d •� r�AlCNCr'Cr.£ ' 1 fX!SId.G 7-9jtli lt31.Y, 1 r70 FLAWri i 1• � .•r(�J L:Y1.^Jin>; 1••,5<pf(yxlry rr Cep Walt r0 I Awf i �� I�~�: p}FTaoPosEa • I UJj ff' (9102) lTYO FITiER CAME ( I C94, Exhibit A —Existing Support Structure Town of Southold/SC.TM#1000-96-1-19 T_'Mobile/Cutchogue . C ftpe Page C. o N S U L T A N T S. , I N C . ' . •G�FtvIF•v,:vUb'�'itN:JttirJ� . •few^r A'Ai;f r8G?J-1mt���1!!Pf PROPOSED:T-MMILC RRIJ f ro lleww (4449, Al fl rfH uValr.IJGtt V J) (t PER.SECTOR.'TDTAL Or 3) �.� fEIeHJ7f f r' E'iYSfU,�C!'•!KllrLF yIIFNfiA A` �' WAIN /AtRPJ NrrAG7J-1_A7ILfi1tJ rROF0SEO'T=trIDOILx ANTmIII .(APMAR24„43-v4KU WN r&. �. �.f? POO sf'ClAq, rorat CrJ) 0 PER sECIUi+. TOTAL tN°.J N` .� ! C4 _ A4. (la 206. t '`'� '' GZ 207 ewsh-;'r-RAair 11M �'�•• (J11rr/SlY[f JB AM;)40 FEbvw - Jed. tXlcLCrC•!CR'-G' ,�,�' '047 PTO . •' �, � ,.. 'tip.,;,r+ ,F ' -�� (lam J.o� f... MA el al AM" TM1W_ NDRTII ' Exhibit B—Proposed Antenna Configuration . Color Le:zend. Existing Equipment ®.Proposed.Equipment.. Town o. Southold l SCTM#1000-96-1-19- - Cr � T-Mobile/Cutchogue Page 7. C.O N' S. U L T A N .T S., I N C... Monopole rower StructuralAnat July 08 2079 108.25 Ft Mono . P Yes .. CC7 BU rti o 806579 Project Number.400087,Ordor494432,Revision 0 . pege.7 4.42=4.17 . Pole+.Roinf.: TP35.062x35.006x0.85 Pole. 69.9% Pass 4.17-4 -:Pole+Re-inf. TP35.1x35.0624.85 Pole . 702% Pass . 4-3.75 Pole+Reint TP35.157x35.1x0.8375 . Pole 70.2%. Pass- 3.75-0 - Pole+Reinf: TP36x35.!67xIA 375' Reini.1 Tension Yield - 63.59'° Pass :. Summary Pole 73:9% Pass . Reinforcement. '87:06/a Pass Overall 87.076 Pass. Table -Tower Component Stresses vs.Capacity(Monopole Tower)-LC7 r�?x yj` r y tea.. COm onent r.s r t r' s., v tAs�°'� r ����.� .i.} t`g tg MOteS`I � i 1LspSI.i3 �`�a i k2YDgn:(ft) 3 y/ pac�$. e}1a�Sc��rFa1Y ,s? Flange Bolts 7.9 Pass - 1, Top Flange Plates' 6 .7497' Pass Bottom Flange Plates. 12.5. Pass Original Anchor Rods 8D.0 Pass �. Additional Anchar.Rods 61.7. Pass 1 Anchor.Rod Bracket 0 92.9. Pass Base Plate .89.7 Pass Base Foundation 59A Pass 1' Base Foundation Soil Interaction 92.0 Pass _-s + s r ,,k i „Stiucture�Rating(max from ail�componerits),�t A2:9%r n7 s+»�-+�..i._�.:� x„s�.r,:r1-_..:..f._......�..,..�.s..:..�.wt.A"'L'��-�'i.�"?o-ia�7:if�2�'i.S✓��v..x", ,.l.�a-'_!"^`�.-:ir_.i�_.ri ?`...Z�_t a �:�?3r..� NOW: .1) -Soo additional documootalion In'AP0md x C—AddiUonaI C�Iculatfans'ror c#Icutauons supporeq tho%capacity consumad.Rating por TIA-222-H Sccfm IG.S.. 4.1)Recommendations The.tower and.its foundation have sufficient.capacity to carry the proposed load configuration.No modifications are required at this time. . .Exhibit C —'Structural Analysis Summary ROW{ 12 GIII Street Telephone: 781-771-2255 S'TL Suite 5800 EmailCCCA. Woburn;- 01801 ]eff.barbadora.@crowncastle.corn July 23, 2019 Town of Southold Building Department 53095, Route 25, Southold,NY 11971 631-765-1802 RE 21855 Country Road, Cutchogue,NY 11935 T-Mobile#LI13544A Crown Site#806579 Dear Building Department; T-Mobile is an existing wireless provider on the cell tower at 21855 Country Road and proposes to add three (3) new antennas, three (3)new remote radio units and one (1)hybrid cable to their existing equipment. Please refer to sheets C-1 &A-1 of the CD's for detail. Total cost of work is $25,000.00. Enclosed are the following items: • Three sets of 11 x 17 CD's • Original notarized building applications and certificate of insurances • Two copies of the structural_analysis. Please let me know if you have any questions or require additional information. Sincerely, a r E J fhey Bar dora Crown Cast e 781-970-0053 L y� l BUILDING DEPARTMENT- Electrical Ins a or TOWN OF SOUTHOLD ��^^pp a 2025 Town Hall Annex- 54375 Main Road - PO B 11'79Y 2 Southold, New York 11971-0959 lair a Department . r� . .. Telephone (631) 765-1802 - FAX (631) 765-9 i �' L;Inlold jamesh@southoldtownny.gov seandta'Dsoutholdtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 05/19/2025 Company Name: Milicia Electric Corp. Electrician's Name: Frank Milicia License No.: 5244ME Elec. email:jiavalle@miliciaelectric.com Elec. Phone No: 631-694-0751 01 request an email copy of Certificate of Compliance Elec. Address.: 87 Eads Street, West Babylon, NY 11704 JOB SITE INFORMATION (All Information Required) Name: T-Mobile 1-113544A Address: 21855 CR 48, Cutchogue, NY 11935 Cross Street: Cox Lane and Church Lane Phone No.: 516-523-5991 Bldg.Permit#: 44232 email: mrusso@highlanderinc.com Tax Map District: 1000 Section:96 Block: 1 Lot: 19.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 150A feed to cellular equipment cabinet Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES Ft/� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION Li S Ct E . RQ { 12 Gill Street Telephone: . 781-771 2255. Email�AL Suite 5800 Woburn, Ma01801 ]eff,b:arb ado ra@crowncastIe.corh ID) Lr�,Cc IE OV October 1;'2019 OCT. 72 2019 t uu c\ Town of Southold . ! 3�o• :�UY1U(� .. . j('4T�Tct Ms. Susan Pontino—.Building Department ��.�'� ,�� 'lid—,sf . a N 54375 NYS, Route 25, Southold,NY 11971 631-765-1802 RE 21855 Country-Road,Cutehogue,NY 11935 T-Mobile#LI13544A Crown Site#806579 Dear Ms. Pontino; Enclosed is check#16510 for$550.00 building permit fee as stated in.your voicemail message on 9/30/2019. Please send the building permit to my attention at Crown Castle, 12 Gill Street, Suite 5800, Woburn, MA . 01801... SincerLCas Jeff y 781-970-0053 Bunch, Connie From: Marie Russo <mrusso@highlanderinc.com> Sent: Friday, May 2, 2025 2:01 PM To: Bunch, Connie Subject: RE: Emailing:T-Mobile_20250428091834.pdf Hi Connie, The work for permit you attached #44232 has been completed as well as the other#50123. Please advise what you need from me to obtain the CO for both of these. Thanks, Marie Highlander Consulants, Inc. On behalf of T-Mobile USA I S ® Dry 225 Kingston Dr n Ridge, NY 11961 ke, 516-810-1117 t �� Mrusso@highlanderinc.com -----Original Message----- From: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Sent: Monday, April 28, 2025 9:21 AM To: Marie Russo <mrusso@highlanderinc.com> Subject: Emailing:T-Mobile_20250428091834.pdf nS External sender<connie.bunch@town.southold.ny.us> Make sure you trust this sender before taking any actions. Hello, left you a voice mail a few minutes ago. I just received final Planning Board Approval for BP 50123, however, I found the attached permit for T-Mobile from 2019. Do you know if they did this work? If not I can void the 2019 permit. Thank you, Connie Bunch Southold Town Building Dept. Your message is ready to be sent with the following file or link attachments: T-Mob i le_20250428091834.pdf 1 Bunch, Connie From: Bunch, Connie Sent: Friday, May 2, 2025 4:04 PM To: 'Marie Russo' Subject: RE: Emailing:T-Mobile_20250428091834.pdf Hello, BP 44232 will need to be renewed. The renewal fee is$225.00. If electric work was done we need the electrical inspection form and a fee of$150.00. After the permit has been renewed you can schedule an inspection. We will also need final Planning Board approval for this permit. Thank you, Connie Bunch Southold Town Building Dept. -----Original Message----- From: Marie Russo <mrusso@highlanderinc.com> Sent: Friday, May 2, 2025 2:01 PM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: RE: Emailing:T-Mobile_20250428091834.pdf Hi Connie, The work for permit you attached #44232 has been completed as well as the other#50123. Please advise what you need from me to obtain the CO for both of these. Thanks, Marie Highlander Consulants, Inc. On behalf of T-Mobile USA 225 Kingston Dr Ridge, NY 11961 516-810-1117 Mrusso@highlanderinc.com -----Original Message----- From: Bunch, Connie <Connie.Bunch @town.southold.ny.us> Sent: Monday, April 28, 2025 9:21 AM To: Marie Russo <mrusso@ high landerinc.com> Subject: Emailing:T-Mobile_20250428091834.pdf External sender<connie.bunch@town.southold.ny.us> Make sure you trust this sender before taking any actions. i HIGHLANDER CONSULTANTS, INC 225 Kingston Dr, Ridge, NY 11961 516-810-1117 Cell Email Address: mrusso@highlanderinc.com May 20,2025 Town of Southold PO Box 1179 Southold, NYT 11971-9502 Attention: Ms. Connie Bunch, Building Department ll ;} Re: Building Permit 442321 j T-Mobile LI13544 21855 CR48,Cutchogue MAY 2 S 2025 Dear Connie, 13 a cling Department Of�,outvlold "�"f�Ydr� `' Enclosed here with you will find our check 7939 in the sum of$225 to cover the cost of the renewal of the building permit 44231.Also enclosed is our check 7940 in the sum of$150 to cover the cost of the application for electrical inspection,together with the application for electrical inspection. Please advise once the permit is renewed so we can schedule the inspections. Thank you, M rie Russo Hig er Consultants, Inc On behalf of T-Mobile mrusso@highlanderinc.com 516-810-1117 Bunch, Connie From: Marie Russo <mrusso@highlanderinc.com> Sent: Monday, August 4, 2025 3:12 PM To: Bunch, Connie Subject: RE: Permit 44232 and 50123 (T-Mobile LI13544) Attachments: RE: Permit 44232 (T-Mobile LI13544) Good Afternoon Connie, Just checking in to see if this CO has been issued? Also, in regard to permit 44232, 1 wrote to Jessica again and haven't heard back in regard to any planning approval. I sent her the engineers sign off letter thinking perhaps that might take care of approval. I attached the email. Please advise. Thanks �r Marie C .� Gift � �L l�J -----Original Message----- From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Thursday,July 31, 2025 8:32 AM To: Marie Russo <mrusso@ high landerinc.com> / Subject: RE: Permit 44232 and 50123 (T-Mobile LI13544) External sender<connie.bunch@town.southold.ny.us> r<-1`d�-2 N V Make sure you trust this sender before taking any actions. John just approved the connection certification this morning so the CO will be typed today. We will email as soon as he signs it. Connie Bunch Principal Office Assistant Southold Town Building Dept. connieb@southoldtownny.gov 631-765-1802 P.O.Box 1179 Southold, New York 11971 -----Original Message----- From: Marie Russo <mrusso@ high landerinc.com> Sent: Wednesday,July 30, 2025 3:47 PM To: Bunch, Connie <Connie.Bunch @town.southold.ny.us> Subject: RE: Permit 44232 and 50123 (T-Mobile 1-I13544) Hi Connie, I wrote to Jessica again in regard to planning approval for the BP44232. I haven't heard back. 1 0 NOTE TO GENERAL CONTRACTOR, UL ONEC4� NO WORK IS TO BE PERFORMED ON THIS SITE Z NacjuC:" WITHOROVED El El 0 El _ � El AMYYSSIIS.RIFM�ODIS THE PCIES ARE STRUCTURAL D THE ¢ TOTALLY COMMITTED GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER LU �g IN WRITING.AT NO TIME WILL ANY ADDITIONAL Z NB.0 ENGINEERING SERVICES,LLC. 1bO, Z ANTENNAS BE INSTALLED WITHOUT WRITTEN C7 1777 SENTRY PARKWAY VEST � LU .VEVA,LL, AE400 11'II S� n CONSENT FROM TOWER/BUILDING ENGINEER. W :VEVA1BLUE ,SUITE 40 22 411 � Jo�" T-MOBILE NORTHEAST LLC (2M46001 o SITE NUMBER: L 113544A T mobfie MARYLAND LAW REQUIRES T-MOBILE NORTHEAST LLC THREE WORKING DAYS NOTICE PRIOR TO 7 3500 SUNRISE HIGHWAY ANY EARTH MOVING ACTIVITIES .S 1 T E NAM-E: C U T C H O GU,E BUILDING 100,SUITE 111 GREAT RIVER,NY 117390 1 T-MOBILE L600 INSTALLATION., DESIGN . 67D92C _OUTDOOR W a 21855 COUNTRY ROAD CROWN CUTCHOGUE, NY 11935 CASTLE Know whars below. SUFFOLK COUNTY C811 before you dig. SUFFOLK COUNTY L113544A SITE INFORMATION VICINITY MAP DRAWING INDEX o CUTCHOGUE CROWN BU#806579 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING(3). North Fork Pointo Chips S. �: ~�t T-1 TITLE SHEET p 21855 COUNTRY ROAD PROPOSED ANTENNAS,(3)PROPOSED RRUs, - r AND (1)PROPOSED FEEDLINE AT AN EXISTING GN-1 GENERAL NOTES ? CUTCHOGUE, NY 11935 WIRELESS TELECOMMUNICATIONS FACILITY. KoppMtCressUSAq SUFFOLK COUNTY North Fork Sdn4abon ii. C 1 COMPOUND PLAN,EQUIPMENT PLAN&ELEVATION SUFFOLK COUNTY PROJECT DESIGN: DESIGN 67D92C OUTDOOR A-1 ANTENNA PLAN&ANTENNA SCHEDULE Southhold Z (AS IDENTIFIED ON RFDS) Land6ll-Solid Waste' +i=l SITE A-2 ANTENNA SPECIFICATIONS&DETAILS 911 SITE ADDRESS: 21855 COUNTRY ROAD f" ' A-3 CABLING DETAIL&RF PLUMBING DIAGRAM REVISIONS CUTCHOGUE,NY 11935 q� G-1 ELECTRICAL&GROUNDING DETAILS LATITUDE(NAD 83): 41.0295827500' 81. nds Farm P LONGITUDE(NAD 83): -72.4973259000° �! p JURISDICTION: SUFFOLK COUNTY SUFFOLK COUNTY era r Z c CONSTRUCTION TYPE: IIB -:GoodFriend Sell P1 �• o USE GROUP: U. Storage North Fork _ o_ TOWER OWNER: CROWN CASTLE c. W a Ds 12/1e PRELIMINARY CDs MA ADDRESS: 2000 CORPORATE DRIVEL ��` REV DATE DESCRIPTION BY CANONSBURG,PA 15317 / y CityM..D Cutc STRUCTURE TYPE: MONOPOLE � 1� R Urgent Care-. 4 RCA ooster Bistro� �' STRUCTURE HEIGHT:. 108'6"(AGL) yk1�sQ roc P j°� SxredHeartCemetery;� ?r• �IT�PoT DO NOT SCALE DRAWINGS GROUND ELEVATION: 52.5'(AMSL) C. yf King Kutlen Q THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 22"X34".CONTRACTORSHALL VERIFY ALL PLANS AND EXISTING �E°FKo Fy DIRECTIONS JOB SITE AND SHALL IMMEDIATELY NOTIFY THE SDESIGNER/ENGINEER IN IONS AND CONDITIONS N THE yP WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR FROM 3500 SUNRISE HIGHWAY,GREAT RIVER,NY 11739:HEAD SOUTHEAST,CONTINUE ONTO WHEELER RD,AT THE MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL U) ROUNDABOUT,TAKE THE 3RD.EXIT AND STAY.ON WHEELER RD,FOLLOW NY-27 E TO OLD RIVERHEAD RD IN EAST USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION U ys� 0 4 Rc" QUOGUE.TAKE EXIT 63N FROM W-27 E, 27 MIN,MERGE WITH NY-27 E,TAKE EXIT 63N FOR OLD RIVERHEAD ROAD DURING CONSTRUCTION. 0 SS1o�� TOWARD RIVERHEAD,TAKE-CROSS RIVER DR,CHURCH LN,SOUND AVE AND COUNTY RD 48 TO YOUR DESTINATION IN a CUTCHOGUE 26 MIN,MERGE WITH OLD RIVERHEAD RD, AT THE ROUNDABOUT,TAKE THE 2ND EXIT ONTO QUOGUE RIVERHEAD RD,KEEP RIGHT TO'CONTINUE ON CROSS RIVER DR,TURN RIGHT ONTO MAIN RD,TURN LEFT ONTO CHURCH LN,TURN RIGHT ONTO SOUND AVE,CONTINUE STRAIGHT ONTO COUNTY RD 48/MIDDLE RD,CONTINUE TO APPROVAL BLOCK FOLLOW COUNTY RD 48,TURN LEFT ONTO COX LN,TURN LEFT,TURN LEFT,DESTINATION WILL BE ON THE LEFT. PROJECT TEAM 0 LU KRUPAKARAN KOLANDAIVELU,P.E. > STATE OF NEW YORK APPLICANT: 3500 SUNRISE CODE COMPLIANCE a aZ °dS Z PROFESSIONAL ENGINEER 3500 SUNRISE HIGHWAY BUIDLING 100-SUITE 111 IL Q o W Lu LICENSE#091974 GREAT RIVER,NY 11739 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF (516)444-6021 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO'THE LATEST EDITIONS OF THE FOLLOWING CODES. PROPERTY OWNER DATE PROJECT MANAGEMENT FIRM: NETWORK BUILDING+CONSULTING,LLC. 1777 SENTRY PARKWAY WEST 2015 INTERNATIONAL BUILDING CODE ANSI/TTIA-222-G(NY EDITION) VEVA 17,SUITE 400 (2016 NYS SUPPLEMENTS/EDITION) E BLUE BELL,PA 19422 T1A 607 . SITE ACQUISITION DATE (267)460-0122 2014 NATIONAL ELECTRICAL CODE i—ii TITLE SHEET • INSTITUTE FOR ELECTRICAL&ELECTRONICS ENGINEER 81 ❑ ❑ ❑ m ENGINEERING FIRM: NB&C ENGINEERING SERVICES,LLC. NFPA 101,LIFE SAFETY CODE CONSTRUCTION MANAGER DATE 1777 SENTRY PARKWAY WEST IEEE 02 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION VEVA 17,SUITE 400 2015 IFC BLUE BELL,PA 19422 TELECORDIA GR-1275 (267)460-0122 - _ • AMERICAN CONCRETE INSTITUTE ZONING DATE w .. ANSI/T 3:11 m . • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • MANUAL OF STEEL CONSTRUCTION 13TH EDITION RF ENGINEER DATE ❑ ❑ D w. Tmi U) C, ��/ cc NaE]U= ELECTRICAL & GROUNDING NOTES GENERAL NOTES STRUCTURAL NOTEScc z TOTALLY COMMIITYEQ 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, 1. THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING w NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS OF ALL MUNICIPAUTIES, UTILITIES COMPANY OR OTHER THE ANCHOR BOLT LOCATIONS, ELEVATION OF TOP OF CONCRETE AND BEARING LU Z NB.0 ENGINEERING SERVICES,LLC. CODES. PUBLIC AUTHORITIES. PLATES, ALIGNMENT ETC. PRIOR TO START OF STEEL ERECTION. 0 1777 SENTRY PARKWAY WEST Z VEVA 17,SUITE 400 2. ALL ELECTRICAL ITEMS SHALL B I E U.L APPROVED OR LISTED AND PROCURED 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND 2. THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS SHALL GOVERN: BLUE BELL,PA 19422 PER SPECIFICATION REQUIREMENTS. INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR A AISC - "ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL (267)46D-0122 MUNICIPAL AUTHORITIES. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY STEEL BUILDINGS". DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE 3. THE CONTRACTOR SHALL.NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF B. AISC - 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND m 555555������ }}�� o COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS BRIDGES". ❑ilp ❑ ❑ ®I�j fle❑ ❑ ❑ OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID C. AWS - "D1.1 STRUCTURAL WELDING CODE - STEEL". ��L ��JJ J� 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR.FROM RESPONSIBILITY FOR T-MOBILE NORTHEAST LLC FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. THE OVERALL INTENT OF THESE DRAWINGS. 3. MATERIAL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE FOLLOWING U ASTM SPECIFICATIONS 7 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN 4. THE CONTRACTOR SHALL B aE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE 4 3500 SUNRISE HIGHWAY ELECTRICAL METALLIC TUBING OR RIGID NONMETAWC TUBING (RIGID SCHEDULE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR STRUCTURAL WIDE FLANGE & M SHAPES A992 OR A572 ¢ BUILDING 100,SUITE 111 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT TO PHYSICAL SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FY = SOKSI GREAT RIVER,NY 117390 DAMAGE) (AS PERMITTED BY CODE). FACILITY. OTHER STRUCTURAL SHAPES AND PLATES A36, FY = 36KS1 STRUCTURAL TUBING A500, GRADE B 6. ELECTRICAL AND TELCO WIRING 5. THE SCOPE OF WORK FOR THIS PROJECT-SHALL INCLUDE PROVIDING ALL. FY = 46 KSI MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. HIGH STRENGTH BOLTS A325 - - IN ELECTRICAL METALLIC TUBING,, CONCEALED INDOOR LOCATIONS SHALL BE ELECTRICAL NONMETALLIC TUBING, OR RIGID ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE THREADED RODS A354, GRADE BC w NONMETAWC TUBING (RIGID SCHEDULE 40 PVC AS.PERMITTED BY CODE). MANUFACTURER'S RECOMMENDATIONS. _ ANCHOR BOLTS A325 OR A354 BC RO`C N 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND PIPE (HANDRAIL) SCH 40 PIPE V IBC •• EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID o_ CONDUITS (FIGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH 4, ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70XX g CASTLE THE CONTRACT DOCUMENTS. ELECTRODES. UNLESS OTHERWISE NOTED PROVIDE CONTINUOUS MINIMUM SIZED 2 NONMETALLIC CONDUITS. FILLET WELDS PER AISC REQUIREMENTS, 8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE 40 7• CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH.WITH RF ENGINEERING PRIOR TO NSTALLATION. 5. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, ENCASED IN BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING L113544A REINFORCED CONCRETE IN AREAS OF HEAVY'TRAFFIC. AT THE SITE IS NOT PERMITTED. ALL HOLES IN BEARING PLATES SHALL BE Z B. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/TIA DRILLED. O CUTCHOGUE 9. LIQUID-TIGHT FLEXIBLE METAWC CONDUIT SHALL BE USED INDOORS AND 222-G REQUIREMENTS.OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 9, ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL 6. ALL STEEL TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM § CROWN BU#806579 Al23. p 21855 COUNTRY ROAD 10.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN, THWN-2, OR THIN 10.CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES INSULATION. PRIOR TO EXCAVATING. 7. EPDXY ANCHORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. LZLuu CUTCHOGUE, NY 11935 11.RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY 11.IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT 8. ALL BOLTS SHALL BE TIGHTENED USING TURN-OF-THE-NUT METHOD PER AISC � SUFFOLK COUNTY DEMARCATION POINT AND PROJECT OWNER CELL SITE OR AS INDICATED ON AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPUCANT& THE SPECIFICATIONS USING STANDARD HOLES. THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION - SUFFOLK COUNTY WITH UTILITY COMPANY. OWNER'S REPRESENTATIVE. 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND FIT PRIOR TO 12.RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION 12.OCCUPANCY IS UMITED TO PERIODIC MAINTENANCE AND INSPECTION BY FABRICATION. INDICATED ON THIS DRAWING. PROVIDE FULL PULL ROE IICATED PROJECT OWNER C TELCO CABINET IN INSTALLED TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. REVISIONS TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 13.PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN.A000RATE 13.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. BOUNDARY SURVEY. 14.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, 14.THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. It BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH 00 T-MOBILE CELL SITE GROUNDING STANDARDS. 15.THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN Q STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES-ARE PROPOSED. 15.GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS Z(7 CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 16.NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS � FACILITY. w 16.INSTALL #2 AWG GREEN-INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND #2 BARE TINNED COPPER WIRE FOR BELOW GRADE 17.THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO GROUNDING UNLESS OTHERWISE NOTED. HANDICAP ACCESS REQUIRED). 0 06112J19 PRELIMINARYCDs MA 17.ALL POWER AND GROUND CONNECTIONS TO BE CRIMP-STYLE, COMPRESSION 18.THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR SANITARY SERVICE. REV DATE DESCRIPTION BY OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL 19.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 18.ROUTE GROUNDING CONDUCTORS ALONG.THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE SENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12 RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY 0- METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET O f TO MASTER GROUND BAR OR GROUNDING RING. P.�E N Ko H'Lo y 19.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH 1W0 HOLE � COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO O ALL LOCATIONS. (� 20.APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND LU m� 09,97, CONNECTIONS. ¢ p�fES51D1S'�' a 21.CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. 22.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. w KRUPAKARAN KOLANDAIVELU,P.E. 23.CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN-LOSS AND Z STATE OF NEW YORK DISTANCE-TO-FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS (D PROFESSIONAL ENGINEER FOR PROJECT CLOSE OUT. w LICENSE#091974 24.THE T-MOBILE ELECTRICAL EQUIPMENT INCLUDING PANEL,.SWITCH GEAR AND DISCONNECT ARE TO BE LABELED WITH ENGRAVED BAKELITE LABELS. w GENERAL NOTES w In GN=l -MEMO w _ X—X—XX—X—X—X—X—X—XX—X—XX—X—X—X—X STRUCTURAL NOTE: ¢ in EX/STING GPS ANTENNA (TYP.) (1) EXISTING 1-5/80 (9X78) CONTRACTOR TO VERIFY ALL PROPOSED AND LL NE901 HYBRID CABLE TO REMAIN x EXISTING ANTENNAS AND CABLES WERE CONSIDERED C3 x EXISTING AND PASSED A STRUCTURAL ANALYSIS PERFORMED Z TO REMAIN pp 4 (6) EXISTING 1-5/B'0 COAX CONCRETE PAD I BY A LICENSED ENGINEER PRIOR TO INSTALLATION. w TOTALLY COI'MIT 1 ED. EXIS77NG T-MOBILE (BY OTHERS) LU NB-C ENGINEERING SERVICES,LLC. EQUIPMENT PAD I (1).PROPOSED 1-3/8"0 x 0 1777 SENTRY PARKWAY WEST (6X12) HYBRID FIBER CABLE I Z 'VEVA17,SUITE 400 EXISTING T-MOB/LE LUBLUE BELL,PA 19472 (267)460-0722 CABLE BRIDGE EXISTING OMN/ANTENNA h / •.+ x EL. 126'-5 L-A.G.L. �oyo �//��� �5l��_jl 55�� ((pp�� x oLIVJS�t�JJLl�I�i EI 0 0 :{ " T—MOBILE NORTHEAST LLC 3500 SUNRISE HIGHWAY x BUILDING 100,SUITE 111 EX/STING toe'-6" I EXisnNG OMN GREAT RIVER,NY 117390 MONOPOLE ANTENNAS EXISTING 4'-0"WIDE _ x TOP OF MONOPOLE - ACCESS GATE EL. 108'-6'Y A.G.L . C'1\W D EXISTING UTILITY I EXISTINGB Y O ANTENNAS E THERS) Q�� H-FRANE X X EXISTING ANTENNAS EL. 102'-O t A.G.L. - CASTLE X—X—X--X— x EXISTING PROPOSED T-MOBILE ANTENNA 2 `. BUILDING (APXVAARR24_43-U-NA20) EXISTING T-MOBILE ANTENNA EXISTING UT/CITY (BY OTHERS) x (1 PER SECTOR, TOTAL OF 3) (A1R27 KRC1 18023-1-B2AB4P) r+x TO REMAIN. x H-FRAME(BY OTHERS) L113544A EXISTING (1 PER SECTOR, TOTAL OF 3) EXISTING BUILDING x EXISTING & PROPOSED T-MOBILE OF CUTCHOGUE x CONCRETE PAD • (BY OTHERS) CROWN BU#806579 ON OTHERS) I PROPOSED T-MOBILE RRU ANTENNAS EL 90'-O"t A.G.L. (BY (4449 B71+B12) 0 21855 COUNTRY ROAD / x (1 PER SECTOR, TOTAL OF 3) EXISTING T-MOBILE ANTENNA Z' CUTCHOGUE, NY 11935 x %/ (AIR2/ KRC118023-1_B2P_B4A) / EXISTING T-MOBILE 7MA TO REMAIN SUFFOLK COUNTY (1 PER SECTOR, TOTAL OF 3) (TWIN STYLE 1B AWS) TO REMAIN SUFFOLK COUNTY rdg x EXISTING GTW (1 PER SECTOR, TOTAL OF 3) EXISTING ANTENNAS rV EX/S77NG EX/STING ANTENNAS EL. 78'-O t A.G.L CONCRETE PAD \\ i (BY OTHERS) REVISIONS (BY OTHERS) x \ EXIST/NG x EX/STING ANTENNAS Ilk GENERATOR PAO EX/S77NG ANTENNAS EL. 70'-O"t A.G.L. x ` (BY OTHERS) I (BY OTHERS) cc EXISTING EX/57)NG 4'-0"WIDE GENERATOR ON PAD x w ACCESS GATE x EXISTING 4'-O"WIDE (BY OTHERS) Z X '+ ACCESS GATE EXISTING STOOP C7 EXISTING 12'-0" x O XXX—XXX X� XXXX.� WIDE ACCESS GATE —JII X EXISTING 4'-0"WIDE I -jr I X�—X 0 00/12/19 PRELIMINARY CDs MA ACCESS GATE \ 11 - GRAPHIC SCALE kv y/ I REV DATE DESCRIPTION BY 1 COMPOUND PLAN `� 2 ° EXISTING 5'-0"WIDE I C-1 SCALE:3116"=1'(22X34) I ACCESS GATE SCALE:3/32"=1'(11X17) 3/161NCH=1 FOOT(22X34) I - ���' 3/32 INCH=1 FOOT(I IX17) Oda 1 }+++t I EXISTING 1 8-6 MO �OF NE + + a I r + + + + I _2 _ * EXISTING T-MOBILE I (6) EXISTING 1-5/8 O COAX, r t++*+ GPS ANTENNA I TO REMAIN sFpA o97°'/a �4 EXISTING T-MOB/L£ + ++++ I 0 ROfESS101�' EQUIPMENT CABINET + r++ a r + +r EXISTING T-MOB/LE I (1) EX/STING 1-5/8 0 (9X78) r *++ CABLE BRIDGE I HYBRID CABLE TO REMA/N / r + . —j -----------— EQUIPMENT IN EXISTING 3106 *+*+ (1) PROPOSED CABINET TO BE UPGRADE / / � + 1-3/8"0 (6X12) WITH NEW EQUIPMENT / I+ + HYBRID FIBER CABLE W. KRUPAKARAN KOLANDAIVELU,P.E. + + a + + EX/STINGT-MOBILE 3106 STATE OF NEW YORK \ +Ir + + +++r + ((D PROFESSIONAL ENGINEER EQUIPMENT CABINET +{++* * ++++ + �<i LU LICENSE 1-3 )B"0 (6X12) HYBRID •+ + *+ ✓+ + f .. FIBER CABLE + *+ ++ + (6) EXISTING 1-5/819 COAX, GRADE COMPOUND PLAN, TO REMAIN " EL. 0'-O.f A.G.L. (1) EXISTING 1-s/am (9XIS) - �. EQUIPMENT PLAN HYBRID CABLE TO REMAIN ' IJU co & ELEVATION EX/STING UTILITY H-FRAME an�P GRAPHIC SCALE LU z C_1 2 ELEVATION ,° ° GRAPHIC SCALE ° 6 EQUIPMENT PLAN 2 ° 3 Z) C-1 SCALE:1/4"=1'(22X34) - SCALE:118.=1'(22X34) . SCALE:1/8"=1'(11X17) G1 SCALE:1I16"=1'11X1 LLI ' - 1/8I INCH=1 FOOT(22X34) ( 1/81NCH=1 FOOT(22X34) UJ- 1/81NCH=7,F00T(17X17) 2 1/16 INCH=7-FOOT(17X77) (n CD NialillaTM W TOTALLY COMMITTED. z NB+C ENGINEERING SERVICES,I.I.C. ANTENNA INFORMATION 1777 SENTRY PARKWAY WEST z VEVA 17,SUITE 400 w BLUE BELL,PA 19422 ANTENNA (267)460-0122 ANTENNA ANTENNA RAID ELEC MECH TMA/RRU QUANTITY CABLE CABLE SECTOR STATUS TECHNOLOGY MANUFACTURER MODEL DIMENSIONS CENTER AZIMUTH DOWNTILT DOWNTILT &MODEL QUANTITY&TYPE LENGTH �(®���� (HxWxD) ❑ ❑IZ- ❑ ❑ ❑ ❑ ❑ Al EMPTY - - - - - - - - - - - - - ¢ U T—MOBILE NORTHEAST LLC A2 EX/STING G1900 U2100 ERICSSON AIR21 KRCll8023-l_B24/B4P 56.0"x72.10"x7.87" 90'-0" 20' - - 0' (1) TWIN STYLE 1B AWS TMA (2)EXISTING 1-5/8ID COAX 140t a 3500 SUNRISE HIGHWAY A3 EXISTING L2100 - ERICSSON AIR21 KRC118023-1_82P/B4A 5595,12.10':C7.87" 90'-0" 20' - - 0' - (I)£X/STING 1-5/BA(9X78)HYBRID FIBER 140t Q BUILDING 100,SUITE 111 GREAT RIVER,NY 117390 A4 PROPOSED L700+L600 L700+1-600 - - RFS APXVAARR24_43-U-NA20 95.9"x24.0"x8.7" 90'-0" 20. - - 0' (1) ERICSSON 4449 B71+B72 (1) PROPOSED 1-3/8"0 (6X12) HYBRID FIBER 140't 81 EMPTY - - - - - - - - - - - - - Li � / r_ . rO`A,N B2 EXIS77NG G1900 U2100 ERICSSON AIR21 KRC1 18023-1-BZ4/B4P 56.0".r12f0"x7.87" 90'-O" 140' - - O' (1) TWIN STYLE 1B AWS TMA (2) EXIS77NG 1-5180 COAX 140't g CV,A`ST•-LE B3 EXISTING L2100 - ERICSSON. AIR21 KRC118O23-1-B2P/B4A 559"X72.10"x7.87" 90'-O" 140' - - 0' - SNARED HYBRID 17BER - 84 PROPOSED L700+L600 L700+L600 - - RFS APXVAARR24_43-U-NA20 95.9"x24.0"x8.7" 90'-O" 140' - - 0' (1) ERICSSON 4449 B71+812 SHARED HYBRID FIBER - L113544A CI EMPTY - - - - - - - - _ - _ _ _ 0 CUTCHOGUE Qg CROWN BU#806579 C2 EX/SANG G7900 U2100 ERICSSON AIR21 KRC118023-1-82A/B4P 56.0 xl2.1O z7.87" 90'-O" 260' - - O' (1) TWIN STYLE 1B AWS TMA (2) EXISTNG 1-5180 COAX 140Y- ¢ 0 21855 COUNTRY ROAD LL C3 EXISTING L2100 - ERICSSON AIR21 KRC118023-1-82P/B4A 559'k72.10x7.87" 90'-0" 260' - - 0' - SHARED HYBRID FIBER - LZLuu CUTCHOGUE, NY 11935 C4 PROPOSED 1-700+1-600 L700+L600 - - RFS APXVAARR24-43-U-NA20 95.9"x24.0"x8.7" 90'-0" 260' - - 0' (1) ERICSSON 4449 671+812 SHARED HYBRID FIBER - vCj SUFFOLK COUNTY SUFFOLK COUNTY NOTES: 1. PLANS PREPARED PER RF SHEET DATED 05/10/2019. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION. REVISIONS EX/STING T-MOB/LE ANTENNA (AIR21 K1?Cll8023-1-8ZA-B4P) EXIS77NG T MOB/LE ANTENNA PROPOSED T-MOBILE RRU TO REMAIN (AIR21 KRC118023-1_824_B4P) (4449 B71+B12) Al (1 PER SECTOR, TOTAL OF 3) ¢ Al TO REMAIN (1 PER SECTOR, TOTAL OF 3) (EMPTY) EXISTING T-MOBILE ANTENNA O (EMPTY) (1 PER SECTOR, TOTAL OF 3) A2 (AIR21 KRC118023-1_BZP B4A) ¢ A2 PROPOSED T-MOBILE ANTENNA (AZ 20) ALPHA TO REMAIN z (AZ 20) ALPHA EXIS77NG T-MOBILE ANTENNA PROPOSED OBI E ANTE NA (1 PER SECTOR, TOTAL OF 3) (D (O REE KRC778023-1_B2P_B4A) (APWA(1 PER SECTOR, TOTAL OF 3) O TO REMAIN (1 PER SECTOR, TOTAL OF 3) A3 (AZ 20) A3 0 O6l12J19 PRELIMINARY CDa MA (AZ 20J C4 A4 G4 ` A4 (AZ 260') (AZ 20') REV DATE DESCRIPTION BY (EMPTY) ` (EMPTY) EXIS77NG T-MOBILE TAM (7W/N STYLE 1B AWS) TO REMAIN (1 PER SECTOR, TOTAL OF 3) IL EXISTING T-MOBILE TMA (TWIN STYLE 1B AWS) TO REMAIN OF xo fh'r (1 PER SECTOR, TOTAL OF 3) C3 yPVT '�0q� EXIS77NG 108-6" (AZ 260) LD (AZ 260) 1• MONOPOLE MONOPOLE 8-6" OJ ms LU U- FO 091914 ¢ AROFESS 101V'� GAMMA a. GAMMA 81 (EMPTY) 81 C2 C2 ��J1\ (EMPTY) (AZ 260) 1• � . (AZ 260) 1-Il LJ9 82 w KRUPAKARAN KOLANDAIVELU,P.E. (AZ 1409 w STATE OF NEW YORK z B2 (7 PROFESSIONAL ENGINEER (AZ 140) w LICENSE#091974 BETA Cl 83 BETA (EMPTY) (AZ 1409 ' (EMPTY) (AZcl B40) p ANTENNA PLAN ru &ANTENNA B4 w 84 (AZ 740') SCHEDULE (EMPTY) APPROX STRUCTURAL NOTE: APPROX TRUE NORTH CONTRACTOR TO VERIFY ALL PROPOSED AND TRUE NORTH ¢ EXISTING ANTENNAS-AND CABLES WERE CONSIDERED w 1 EXISTING ANTENNA ORIENTATION PLAN AND PASSED A STRUCTURAL ANALYSIS PERFORMED 2 PROPOSED ANTENNA ORIENTATION PLAN A 1 NTS BY A LICENSED ENGINEER PRIOR TO INSTALLATION. A-1 NTS Aml co x LL NaEI[2= W TOTALLY COMMITTED w NB-C ENGINEERING SERVICES,I.I.C. z 0 1777 SENTRY PARKWAY WEST z VEVA 17,SUITE 406 LU BLUE BELL,PA 19422 (267)460-M22 PROPOSED - . APXVAARR24_43-U-NA20 ❑ 0 II\\J/(a +����FI 0, ❑ ANTENNA - Z J�`%�®J,� LLC ANTENNA MANUFACTURER'S _ -T-MOBILE NORTHEAST ' 8.7"-{ MOUNTING BRACKET (TYP) a 24.0" 3500 SUNRISE HIGHWAY O BUILDING 100,SUITE 111 O PROPOSED 3"0 SCH40 X 8'-0" O _ GREAT RIVER,NY 117390 (�O LONG MOUNTING PIPE 0 O LU CROWN 3.2" - ,G.4" III CASTLE 13.2" L113544A .. F CUTCHOGUE . o o CROWN BU#806579. 0 21855 COUNTRY ROAD m L ? CUTCHOGUE, NY 11935 24.0" FRONT SUFFOLK COUNTY PLAN SIZE AND WEIGHT TABLE RIGHT SIDE PLAN _ SUFFOLK COUNTY " PROPOSED L600 - _ MECHANICAL SPECIFICATIONS RRU WEIGHT RFS PARTS — APXVAARR24-43—U—NA20 RRU WIDTH "DEPTH HEIGHT yy/0 BRACKET HEIGHT: 24. I.0 IN N PROPOSED JUMPER CABLE WIDTH: 24 RADIO 4449 B71+B12 13.2" 10.4" 14.9" 74.0 Les. REVISIONS DEPTH: 8.7 IN (2 FIBER/1 FIBER) WEIGHT: 128.0 LBS NOTES: 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S ¢ PROPOSED HYBRID METHOD OF PROCEDURE O TRUNK CABLE LU 3 ERICSSON REMOTE RADIO UNIT RRU z - — Cry A Z NTS W LU 00 0 D6112119 PRELIMINARY CDs MA SIDE FRONT REV DATE DESCRIPTION BY 1 RFS PANEL ANTENNA 2 ANTENNA MOUNTING DETAIL NTS A-2 NTS _ a " OF NEy � SPy Koe�,. O c= UL v FOP�fESS10NPJ'� a LU KRUPAKARAN KOLANDAIVELU,P.E. z STATE OF NEW YORK z PROFESSIONAL ENGINEER LU LICENSE#091974 ANTENNA SPECIFICATIONS co &.DETAILS c m w A=2. z NC��°C� 12.4 W TOTALLYCOMMITTED. uJ NBtC ENGINEERING SERVICES,I.I.C.Z SIDE B 17775ENTRY PARKWAY WEST Z' VEVA 17,SUITE 400 SIDE A W BLUE BELL,PA 19422 A B 250, 370, 490MM 1 (267)460-0122 IC nU_PLEX FRONT VIEW 120*20 Mob He El 0 rl 820f50MM 35MM 6 x 175MM LONG STANDARD LABEL Q T—MOBILE NORTHEAST LLC 700t50MM 84002345 ®®® HYBRID CABLE WEIGHT � IL 3500 SUNRISE HIGHWAY ODC-2 PLUG ®® ® 18/C /f6 1.7LB/FT 2.5KG/M ® DO NOT TITWIST STANDARD LABEL -- ODC-2 PLUG ® 18/C #4 2.4LB/FT 3.6KG/M PULLING TUBE 84087128 BUILDING 100,SUITE 111 3 GREAT RIVER,NY 117390 ODC-2 PLUG I DIVIDER ODC-2 PLUG MASTERLINE ODC-2 PLUG ,I 4 _ 6 POWER CLASSIC 100Dt50-i I � CONDUCTORS tO60t50^I z CROWN ODC-2 PLUG 1120t ' CASTLE 24MM TO 40MM 240±50 I� 940t50MM 1180±50 � - DIAMETER HYBRID COMMON DRAIN WIRE SOOf25 1060f50MM CABLES POSSIBLE ' 7' 1300f50 L + TOLERANCE L + TOLERANCE 2 POWER CABLE 2 POWER CABLE FIBER OPTIC POWER POWER L113544A 2 POWER CAB o CUTCHOGUE LE r I RRH SIDE A SIDE_ B RRH REF SIDE A SIDE Q RRH REFSIDE A SIDE F� � CROWN BU#806579 F—500±50 HOOK HOOK cc CDC LENGTH RUBBER N0. WIRE CABLEWIRE N0. WIRE CABLE WIRE 6000t50MM ALL CABLES N0. PIN PIN COLOR LCD BOOTS — UP — UP o 21855 COUNTRY ROAD PLUG — SIDEB GROMMETS COLOR DESIGNATOR COLOR COLOR DESIGNATOR COLOR ? CUTCHOGUE, NY 11935 1 ORED2 I RED 2 A SHORT BREAKOUT 1000 t 50 1 -48V BLACK RED -48V BLACK RED S U FFOLK COUNTY 2 GREEN 2 A GREEN 1060 t 50 1 OV GREY RED .BLACK 4 OV GREY 2X BED BLACK SUFFOLK COUNTY HEX TOLERANCE ASSEMBLY 3 ODC-2 1 B BLUE 1120 f 50 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN +80 LEGGTI 5M - ODC 2 1 B 1 +2% L 2 5M 4 YELLOW 2 A SHORT BREAKOUT) 1180 t 50 -48V BLACK GREEN -48V BLACK GREEN ODC_2 , g GREEN REVISIONS WHITE 2 A GREEN 1240 t 50 2 OV GREY GREEN WHITE 5 OV GREY 2X BANDSWHITE POWER 1 6BLACK 2 A BLUE 1300 t 50 GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN LENGTH DIAMETER -48V BLACK BLUE -48V BLACKBLUEPIPIN 2 L S fi0M 6MM'(1 OAWG) 0 ODC-2 PLUG FRONT VIEW L 2 60M 10MM-(BAWG) 3 OV GREY BLUE ORANGE 6 OV GREY BLUE ORANGE 2X BANDS GROUND DRAIN COMMON DRAIN GROUND DRAIN COMMON DRAIN z C7 LU MLE HYBRID CABLE (6 POWER/12 FIBER) NTS 0 06/12/19 PRELIMINARY COs MA A-3 REV DATE DESCRIPTION BY -oft- 2a a8'q. `Aed�lri4. \- 'f:.`J� a �. 4r NE 11 sm KpLO 640 o s 19 LU r, L70f} LWL FOP 09,97, \. 21i _ a AOFESSIO ' vv 1 vcs� r� rr LU LU KRUPAKARAN KOLANDAIVELU,P.E. z STATE OF NEW YORK . C7 PROFESSIONAL ENGINEER 12-8 ,44d9 64449 i w LICENSE#091974 Top w -- ----- - ----------- CABLING Ground ~ w DETAIL co :cam LU W 2 67D92C OUTDOOR ANTENNA AND,CABLING SCHEMATIC Z A=3 A 3 Nrs w ul ALPHA BETA GAMMACD W TOTALLY COMMITTEQ AIR21 AIR21 APXVAARR24_ AIR21 AIR21 APXVAARR24_ AIR21 A/R21 APXVAARR24_ LU NB•C ENGINEERING SERVICES,I.I.C. KRC118023-1 KRC118023-1 43—U—NA20 KRC118023-1 KRC118023-1 43—U—NA20 KRC118023-1 KRC118023-1 43—U—NA20 - 0 1777 SENTRY PARKWAY WEST B2A 84P B2P B4A B2A 84P B2P B4A 82A B4P B2P B4A LU V 17,SUITE4 00 BLUE UE BELL.PA 19422 (267)460-0122 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I oIfII o IIII 0�1II 0 II N N III o�l$I I �lI$�II I 1 o1 I ❑ ❑ ❑o T ❑ ©bfle I iol IvI oviol I ov io+0 l i T—MOBILE NORTHEAST LLC I I I I'I I 1 I I I I o 3500 SUNRISE HIGHWAY I I I I I I I I I I I I I BUILDING 100,SUITE 111 GREAT RIVER,NY 117390 \\ � \\ � \\ / � � •�LU CROWN \\ j RRU \\ j f RRU \\ j RRU ¢ TVA \ , TMA \ � TVA \ I g \ CASTLE I \ \ I \ I \ I \ I L113544A ' o CUTCHOGUE �, \\ \ I f f `. `\ \ I ! f \ 11 f PROPOSED 2 AWG GREEN I f PROPOSED 2 AWG GREEN 11 f PROPOSED #2 AWG GREEN J,/2 WIRE TO �� \\ 1 f/2 WIRE TO � \\ 1 # 2 WIRE TO \\ 1 ' ' CROWN BU#806579 \\ / INSULATED, STRANDED \\ / INSULATED, STRANDED \\ I INSULATED, STRANDED GROUND BAR(TYP) �� \\\ 1 GROUND WIRE TO SECTOR GROUND BAR (TYP) �� \\\ / GROUND WIRE TO SECTOR GROUND BAR(TYP) �\ \\1 / GROUND WIRE TO SECTOR It 0000voaooe% GROUND BAR (TYP) aveeees0000 GROUND BAR (TYP) (TYP) 0 21855 COUNTRY ROAD o.......... GROUND BAR TYP w z CUTCHOGUE, NY 11935 EXISTING SECTOR EXISTING SECTOR EX/STING SECTOR co S U F FO LK COUNTY GROUND BAR GROUND BAR GROUND BAR SUFFOLK COUNTY 1 ANTENNA GROUNDING DETAIL REVISIONS G 1 NTS cc 0 Ir LU w 02AWG WITH LONG BARREL COMPRESSION LUGS,USE SEAR O WASHERS, LOCKWASHERS,AND STAINLESS STEEL HARDWARE TO SECURE TO EXTERNAL GROUND BAR BY GENERAL CONTRACTOR. NEW COAXIAL GROUND KITS WITH LONG BARREL 0 D6/12/19 PRELIMINARY CDs MA COMPRESSION LUGS WITH TWO(2)318.0 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. STAINLESS STEEL HARDWARE REV DATE rDESCRIPTION BY OPPER GROUND BAR TWO HOLE COPPER r1l o 0 o COMPRESSION TERMINAL ..... 0 0 0 04 1Kfi GROUNDING CABLE A c o 0 o GROUND BAR ELEVATION A D_ 6' MIN. o __ _ _ OF NEW TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS �� STAR WASHER(TYP) — -- FIAT WASHER(TYP) � tiP� �v�09 I ES: C2 DARE R TO GROUND COPPER N(�(TYP) XlROUNxlY HEX BOLT 0 NOTES: CONDUCTOR TO GROUND BUS. GROUND BAR 1.ALL HARDWARE STAINLESS STEEL COAT ALL GROUNDING CABLE EXPOSED BARE COPPER TO BE u' ���'DA 49i97n SURFACES WITH KOPR—SHIELD BEFORE MATING. O OfESS101�' TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL 2 FOR GROUND BOND TO STEEL ONLY:INSERT A SECTION'A—A' KEPT TO ABSOLUTE MINIMUM,NO n¢. TOOTH WASHER BETWEEN LUG AND STEEL COAT INSULATION ALLOWED WITHIN THE 2 CADWELD GROUNDING CONNECTION DETAILS ALL SURFACES WITH KOPR—SHIELD. NOTES: COMPRESSION TERMINAL OW.) NTS 3.ALL HOLES ARE COUNTERSUNK X6• 1.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. G 1 GROUNDING BAR CONNECTIONS G 1 NrS w KRUPAKARAN KOLANDAIVELU,P.E. w z STATE OF NEW YORK (D PROFESSIONAL ENGINEER w LICENSE#091974 w� ELECTRICAL & W GROUNDING GROUNDING LEGEND U) DETAIL ■ MECHANICAL FITTING CONNECTION ♦ CADWELD CONNECTION LU • EXOTHERMIC WELD CONNECTION PROPOSED GROUND WIRING z _ ----------- EXISTING GROUND WIRING Girii w co x r Date: ,July 05,2019 0.BLACK&VEATCH Building a World of difference Darcy Tarr B&V New York LLP Crown Castle 489 Fifth Avenue 8& 12 Floor 3530 Toringdon Way Suite 300 New York, NY 10017 Charlotte, NC 28277 (913)458-6909 Subject. Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: Ll13544A Carrier Site Name: Cutchogue Crown Castle Designation: Crown Castle BU Number: 806579 Crown Castle Site Name: NY CUTCHOGUE 958280 Crown Castle JDE Job Number: 576748 Crown Castle Work Order Number: 1749694 Crown Castle Order Number: 494432 Rev. 0 Engineering Firm Designation: B&V New York LLP Project Number: 400087 Site Data: 21865 Country Rd,Cutchogue,Suffolk County, NY Latitude 410 1'46.57", Longitude-72°29'50.29" 108.25 Foot-Monopole Tower Dear Darcy Tarr, B&V New York LLP is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 135 mph as required by the 2016 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Shreya Naphade/Anup Chitale Respectfully submitted by: Patrick J. Davis, P.E: '� � Professional Engineer OF NEw P� "cK J. oy0 CO A, n � 2 2ip0 0 9 7 4 15' AROFessioNP� 71512079 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 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—LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.5.0 July 04, 2019 1 W.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 3 1)INTRODUCTION This tower is a 108.25 ft Monopole tower designed by Engineered Endeavors, Inc. The tower has been modified multiple times in the past to accommodate the additional loading. The tower was modified per As-Built reinforcement drawings prepared by Aero Solutions LLC in November of 2005.The reinforcement consists of the addition of(2)9"x3/4" Bent Plate from 0'to 8', (2) 3 1/4"x1 Flat Plate from 0'to 1 V, (3)9"x3/4" Bent Plate from 8'to 61'-2", and the addition of(3) Stiffeners at tower base, and,(4) Anchor bolt with bracket at tower base.There is no passing Post Modification Inspection Report for this modification, thus it was not considered in this analysis. The tower was modified per reinforcement drawings prepared by GPD Associates, in May of 2010. Reinforcement consists of the installation of a 12'tower extension, addition of(1) MP3 Channel from V-7"'to 16'- 7", (1) MP3 Channel from V-7"to 67'-7", (2) MP3 Channel from 0'-6"to 67'-7", (1) MP3 Channel from 4'40"to 19'-10", (3) MP3 Channel from 69'-10"to 77'-10", and (3) MP3 Channel from 80'-2"to 85'-6". Installation of bridge stiffeners at.68'-8"and 79'-0", (2)transition stiffeners extensions at 4'-0"to 5'-6", (2)transition stiffeners from 0'to 4', (2)transition stiffeners from 0'to 2'-6", Installation of(2) new anchor rods with brackets from 0'to 4'-9 and (2) anchor rods with brackets from 0'to V-6".A foundation extension was added. Refer to legacy modification inspection report by GPD Associates, in August of 2010. The tower extension was never installed, and the additional anchor rods were not considered in this analysis due to overstressed anchor rod brackets. The tower was modified per reinforcement drawings prepared by GPD Group, in March of 2011. Reinforcement consists of the addition of an 8'-5"tower extension.This modification is considered effective per post modification inspection report by GPD Group, in November of 2012. The tower was later modified per reinforcement drawings prepared by Paul J. Fords and Company, in December of 2012. Reinforcement consist of(2)7"x1" Flat plates from 2'to 32', (1)7"x1" Flat plate from 8'-3"to 33'-3", and (3)4"x1" Flat plates from 27'to 37', (4)anchor rods with brackets, (4) Bearing plates, and (3) transition stiffeners. (3) existing bent plates up to 32'-3"and (3)existing stiffeners were removed.This reinforcement is considered effective per post modification inspection report by Tower Engineering Professionals, Inc. in April of 2014. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 135 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1.5 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration '., �',-�, l '{� -• ;.. "4x�.t�a: rd, �< - .x..�",Y "^1 r # .��t .��3' �P y e�. �,r, r»x C,:?3r.'�t. .. {s Feetl Moun inLmer k §a °Antenna y <f A, N � -� Antenna.MotlelNof.Feed� Line L`evel,(ft). Elevation = u` # Manufacturer � ,� ; � s �� � ta Linesy Size'(in) if'+tpdit ryy "?i ..) M c?1� :.�5�., �sx 3 ericsson ERICSSON AIR 21 132A B4P 3 ericsson ERICSSON AIR 21 64A 62P 90.0 3 ericsson KRY 112.144/1 1 1 3/8 88.0 3 ericsson RADIO 4449 B12/B71 7 1 5/8 r 3 rfs celwave APXVAARR24 43-U-NA20 88:0 1 site pro 1 RMQP-496-HK+ HRK12 12.5' FPlatform with Handrails tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 4 Table 2-Other Considered Equipment Numbers m "170--al., ATIM" v - EFF-3It e e d P��7 Mounting i�� Unez.- I em&l )EldV' a-tidpManufacture Antennag 'i ,LIlfinn ., �'INNY 119.0 1 andrew bB81 OE-PS 1 1/2 107.0 - i 1 -- combilent CP00732 1 1 5/8 117.0 1 dbspectra DS7A08F36U-N 1 7/8 107.0 2 cci tower mounts Side Arm Mount[SO 702-1 6 andrew SBNHH-1 D65A w/Mount Pipe F 3 ess X7CAP-480-V w/Mount Pipe 1 3 nokia AIRSCALE DUAL RRH 4T4R 105.0 132/66A 320W 102.0 3 nokia AIRSCALE DUAL RRH 4T4R 6 7/8 135/13 320W 3 1 1/4 3 raycap RXXDC-3315-PF-48 RMQP-xxx+PRK-1245 + 102.0 1 site pro 1 H RK1 2 12.5' Platform with Handrails and Kickers 6 alcatel lucent 800MHZ 2X50W RRH 3 alcatel lucent PCS 190OMHZ 4X45W-65MHZ 3 nokia AAHC w/Mount Pipe 78.0 78.0 1 site pro I RMQP-xxx+ HRK1 2 12.5' .3 1 5/8 Platform with Handrails 3 rfs celwave APXVBBLL15X 43-C-120w/ Mount Pipe 3 alcatel lucent B25 RRH4X30 3 alcatel lucent RRH4X25-WCS i cci tower mounts T-Arm Mount[TA 602-3] 2, 3/8 70.0 70.0 9 commscope NNHH-65A-R4 w/Mount Pipe 4 3/4 12 7/8 3 nokia AHLBA 2 2 conduit 3 nokia F-BAND 5 AHCA RRH4X40 2 rayeap F DC6-48-60-18-8F 30.0 30.0 1 cci tower mounts Pipe Mount[PM 601-1] 1 1/2 1 maxrad GPS-TMG-26NMS 3)ANALYSIS PROCEDURE Table 3-Documents Provided Reference Source , 4-GEOTECHNICAL REPORTS FDH Engineering, Inc. 949960 CCISITES 4-TOWER FOUNDATION Edwards & Kelcey, Inc. 260900 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Engineered Endeavors, Inc. 642734 CCISITES DRAWINGS 4-TOWER REINFORCEMENT GPD Associates 2619474 CCISITES DESIGN/DRAWINGS/DATA 4-POST-MODIFICATION GPD Associates 2710931 CCISITES INSPECTION tnxTower Report-version 8.0.5.0 July 04, 2019 •- 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 5 nx q •fir=— s,.-r ,.^+t- ,.. q" '` _., n ''s'm:. R� ,"'' '3�. __ a" �", :r k `!9 s �oCU< = sYR 5 ferellC 4 e 4-TOWER REINFORCEMENT GPD Group, Inc. 2861710 CCISITES DESIGN/DRAWINGS/DATA 4-POST-MODIFICATION GPD Group, Inc. 3385255 CCISITES INSPECTION 4-TOWER REINFORCEMENT Paul J. Ford and Company 3406575 CCISITES DESIGN/DRAWINGS/DATA 4-POST-MODIFICATION Tower Engineering Professionals, 4896512 CCISITES INSPECTION 4-EXPOSURE CATEGORY Crown Castle 9212718 CCISITES /TOPOGRAPHIC FACTOR 3.1)Analysis Method tnxTower(version 8.0.5.0), 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. tnxTower was used to determine the loads on the modified structure.Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements. These calculations are presented in Appendix C. 3.2)Assumptions 1) Tower and structures were built and maintained in accordance with the manufacturer's specifications. 2) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) The existing base plate grout was not considered in this analysis. 4) This analysis was performed under the assumption that all information provided B&V New York LLP is current and correct.This is to include site data, appurtenance loading,tower/foundation details, and geotechnical data.The loading on the structure is based on CAD level drawings and carrier orders provided by the owner. If any of this information is not current and correct, this report should be considered obsolete and further analysis will be required. 5) The wind loading EPA of the panel antennas has been analyzed and determined by the tower owner.Verification of its accuracy is outside the scope of this structural analysis/design. Black& Veatch does not assume any responsibility for its accuracy. This analysis may be affected if any assumptions are not valid or have been made in error. B&V New York LLP should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity Summa (Monopole Tower Elevation(ft) Component Size Critical Element % Pass I Fail Type Capacity 108.25- 103.25 Pole TP12x12x0.375 Pole 7.1% Pass 103.25-99.75 Pole TP12x12x0.375 Pole 24.1% Pass 99.75-94.75 Pole TP13.559x12x0.1875 Pole 38.9% Pass 94.75-89.75 Pole TP15.117x13.559x0.1875 Pole 48.0% 1 Pass 89.75-84.75 Pole TP16.676x15.117x0.1875 Pole 65.6% Pass tnxTower Report-version 8.0.5.0 July 04, 2019 • 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 6 84.75-82.08 Pole TP17.508x16.6764.1875 Pole 73.9% Pass 82.08-81.83 Pole+Reinf. TP17.586x17.508x0.8375 Reinf. 12 Tension Rupture 26.5% Pass 81.83-76.83 Pole+ Reinf. TP19.145x17.586x0.7625 Reinf. 12 Tension Rupture 33.3% Pass 76.83-73.2 Pole+Reinf. TP21.26x19.145x0.7125 Reinf. 12 Tension Rupture 38.9% Pass 73.2-68.2 Pole+ Reinf. TP21.053x19.901A.8063 Reinf. 12 Tension Rupture 42.9% Pass 68.2-63.2 Pole+ Reinf. TP22.205x21.053x0.7563 Reinf. 12 Tension Rupture 51.1% Pass 63.2-58.2 Pole+Reinf. TP23.358x22.205x0.7313 Reinf. 12 Tension Rupture 58.5% Pass 58.2-53.2 Pole+ Reinf. TP24.51x23.358x0.6938 Reinf. 12 Tension Rupture 65.2% Pass 53.2-48.2 Pole+Reinf. TP25.662x24.51x0.6688 Reinf. 12 Tension Rupture 71.3% Pass 48.2-43.2 Pole+ Reinf. TP26.814x25.662x0.6563 Reinf. 12 Tension Rupture 77.0% Pass 43.2-38.2 Pole+ Reinf. TP27.967x26.814x0.6313 Reinf. 12 Tension Rupture 82.2% Pass. 38.2-37.69 Pole+Reinf. TP29.037x27.967x0.6313 Reinf. 12 Tension Rupture 82.7% Pass 37.69-32.56 Pole+ Reinf. TP28.676x227.523x0.8125 Reinf. 12 Tension Rupture 70.2% Pass 32.56-30 Pole+ Reinf. TP29.252x28.676x0.8 Reinf. 12 Tension Rupture 72.1% Pass 30-29.75 Pole+ Reinf. TP29.308x29.252x0.825 Reinf. 13 Tension Rupture 67.2% Pass 29.75-28.75 Pole+Reinf. TP29.533x29.308x0.8125 Reinf. 13 Tension Rupture 67.9% Pass 28.75-28.4 Pole+ Reinf. TP29.612x29.533x0.9125 Reinf. 1'2 Tension Rupture 64.3% Pass 28.4-28.17 Pole+Reinf. TP29.664x29.612x0.9125 Reinf. 12 Tension Rupture 64.5% Pass 28.17-27.92 Pole+ Reinf. TP29.72x29.664x0.9125 Reinf. 12 Tension'Ru ture 64.7%u Pass 27.92-27.67 Pole+ Reinf. TP29.776x29.72x0.925 Reinf. 12 Tension Rupture 64.7% Pass 27.67-26.83 Pole+Reinf. TP29.965x29.776x0.9125 Reinf. 12 Tension Rupture 65.3% Pass 26.83-26.58 Pole+ Reinf. TP30.021x29.965x0.9875 Reinf.8 Bolt Shear 63.7% Pass 26.58-21.58 Pole+ Reinf. TP31.146x30.021x0.9625 Reinf.8 Tension Rupture 63.5% Pass 21.58- 16.58 Pole+ Reinf. TP32.271x31.146x0.925 Reinf.8 Tension Rupture 66.4% Pass 16.58-16.46 Pole+ Reinf. TP32.298x32.271x0.925 Reinf.8 Tension Rupture 66.5% Pass 16..46-16.21 Pole+Reinf. TP32.354x32.298x0.9125 Reinf.8 Tension Rupture 66.6% Pass 16.21 -14 Pole+ Reinf. TP32.851x32.354x0.9125 Reinf.'8 Tension Rupture 67.8% Pass 14-13.75 Pole+ Reinf. TP32.907x32.851x0.9125 Reinf.8 Tension Rupture 67.9% Pass 13.75- 13.21 Pole+ Reinf. TP33.029x32.907x1.9625 Reinf.8 Tension Rupture 59.0% Pass 13.21 -12.96 Pole+ Reinf. TP33.085x33.029x1.2125 Reinf.8 Tension Rupture 57.7% Pass 12.96-9.04 Pole+ Reinf. TP33.967x33.085x0.9375 Pole 59.6% Pass 9.04-8.79 Pole+Reinf. TP34.023x33.967x0.9 Reinf.9 Tension Ru ture 64.9% Pass 8.79-8.25 Pole+ Reinf. TP34.144x34.023x0.9 Reinf.9 Tension Rupture 65.2% Pass 8.25-8 Pole+Reinf. TP34201 x34.144x0.8875 Reinf.9 Tension Rupture 67.9% Pass 8-6 Pole+Reinf. TP34.65x34.201x0.8875 Reinf.9 Tension Rupture 68.9% Pass 6-5.69 Pole+ Reinf. TP34.72x34.65x0.8875 Reinf.9 Tension Rupture 69.0% Pass 5.69-5.44 Pole+Reinf. TP34.776x34.72x1.3625 Reinf.4 Weldment 87.2% Pass 5.44-5.19 Pole+ Reinf. TP34.833x34.776x1.2375 Reinf.8 Tension Rupture 59.6% Pass 5.19-4.42 Pole+Reinf. I TP35.006x34.833x1.2125 Reinf.8 Tension Rupture 59.9% Pass tnxTower Report-version 8.0.5.0 July 04, 2019 1 OR.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 7 4.42-4.17 Pole+ Reinf. TP35.062x35.006x0.85 Pole 69.9% Pass 4.17-4 Pole+ Reinf. TP35.1 x35.062x0.85 Pole 70.0% Pass 4-3.75 Pole+ Reinf. TP35.157x35.10.8375 Pole 70.2% Pass 3.75-0 Pole+Reinf. TP36x35.157x1.1375 Reinf. 1 Tension Yield 63.5% Pass Summary Pole 73.9% Pass Reinforcement 87.0% Pass Overall 87.0% Pass Table 5-Tower Component Stresses vs. Capacity(Monopole Tower)-LC7 Notes � �r , Component Elevation(ft) � O WPWW�Mll ,y c'"* i y`i" 5a,{'b";"�x ea.• ,; ma�4", 4°`'.` t Y. �" ,$.3�" .: 2f.,zu' Flange Bolts 7.9 Pass 1 Top Flange Plates 99.7497 11.0 Pass Bottom Flange Plates ___ 12.5 Pass Original Anchor Rods 80.0 Pass 1 Additional Anchor Rods 0 67.7 Pass Anchor Rod Bracket 92.9 Pass Base Plate 89.7 Pass Base Foundation 59.6 Pass 1_ Base Foundation Soil Interaction 92.0 Pass .�..•.�' .,"s' :- is t',Crm' Y•"'t4r, ol p.fi ,• i '�"t tx' Y'"r ,`` t^z''Si1^` 4 �"` 'a �`'c. - .^' S •S }m ,y 'v .�Gi�.�`.°�,s...s�.....�;: ..u�zs:,. :' "•tee-� 'a. -�.- `}�,:'�� '�'=''i" ,.�`^- a t., ,t "K'� �•',�.,�.,. f^.^ s -cc. 'gym+. e. ,;.+.d.: s..,,- ,x:,x�,�1, � a..,.�:-�a.,-��+.Aa•:4:. eC.'a .,. .:;;; ,:..¢:�s...aa Note: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed.Rating per TIA-222-H Section 15.5. 4.1) Recommendations The tower ar'd its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.5.0 July 04, 2019 1016.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 8 APPENDIX A TNXTOWER OUTPUT l tnxTower Report-version 8.0.5.0 MATERIAL STRENGTH GRADE Fy Fu I GRADE I F Fu A53-&35 135 ksi 160 ksi A572-65 165 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 108.2 ft 3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-H Standard. 0 0 0 4. Tower is also designed for a 50 mph basic wind with 1.50 in ice.Ice is considered to N increase in thickness with height. 103.2 ft u 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. N o o o 0 7. Topographic Category 1 with Crest Height of 0.00 ft Cl N 'Q 99.7 ftft 8. TIA-222-H Annex S O no M G N O N 94.7 ft V O N W N 89.7 ft V N O m n N N O N N 0 84.7 ft n 82.1 ft o w n O � 76.8 ft ci b n O N n 70.0 ft S i6 n 68.2ft - tV - O N b N N O 63.2 ft N N N N O N n N M C Is 582 ft n °0 N. M n o O N N 53.2 ft W N W O N N N O 48.2ft 00 N •p N O Q _ D O N N 43.2 ft N V b T O N N O 38.2ft N � � n N ^ OO O O0 ,p C W m 336ft ^ 30.0 ft ALL REACTIONS 28.8 ft ° ARE FACTORED 26.8 ft o AXIAL g N m o < 74K d c� n 21.6 ft ^ n SHEAR MOMENT H o, 8 K 537 kip-ft of 16.6 ft N 14 o ft TORQUE 1 kip-ft 50 mph WIND-1.5000 in ICE 9.0 ft AXIAL _ 48 K N 6.0 ft 4.4 ftft SHE MOMENT N 40 K i 2747 kip-H 0.0 ft TORQUE 6 kip-ft w _ REACTIONS-135 mph WIND ` � 4 J - m z' 42 m m 6 B&VNew York LLP NYCUTCHOGUE 958280(BU#806579 BLACK&VEATCH Project: 806579.1749694 489 Fifth Avenue 8&12 Floor ( ) Building a world of difference client:Crown Castld Drawn by:Anup Chita,,App•d: New York, NY 10017 Phone:(913)458-6909 code:TIA-222-H Date:07/05/19 scale: NTS FAX: 913 458-8136 Path: D"9 NO-E-1 July 04, 2019 1013.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 9 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 is located in Suffolk County, New York. 2) Tower base elevation above sea level: 57.00 ft. 3) Basic wind speed of 135 mph. 4) Risk Category II. 5) Exposure Category C. 6) Simplified Topographic Factor Procedure for wind speed-up calculations is used. 7) Topographic Category: 1. 8) Crest Height: 0.00 ft. 9) Nominal ice thickness of 1.5000 in. 10) Ice thickness is considered to increase with height. 11) Ice density of 56 pcf. 12) A wind speed of 50 mph is used in combination with ice. 13) Temperature drop of 50 *F. 14) Deflections calculated using a wind speed of 60 mph. 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) Tower analysis based on target reliabilities in accordance with Annex S. 19) Load Modification Factors used: Kes(Fw)= 0.95, Kes(ti)=0.85. 20) Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable 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 4 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 e r �Pn es � Secondary Horizontal Braces Leg Sort Capacity Reports By Component q Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTower Report-version 8.0.5.0 July 04, 2019 tt 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 10 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 108.25-103.25 5.00 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) L2 103.25-99.75 3.50 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) L3 99.75-94.75 5.00 0.00 12 12.0000 13.5587 0.1875 0.7500 A572-65 (65 ksi) L4 94.75-89.75 5.00 0.00 12 13.5587 15.1174 0.1875 0.7500 A572-65 (65 ksi) L5 89.75-84.75 5.00 0.00 12 15.1174 16.6762 0.1875 0.7500 A572-65 (65 ksi) L6 84.75-82.08 2.67 0.00 12 16.6762 17.5084 0.1875 0.7500 A572-65 (65 ksi) L7 82.08-81.83 0.25 0.00 12 17.5084 17.5864 0.8375 3.3500 A572-65 (65 ksi) L8 81.83-76.83 5.00 0.00 12 17.5864 19.1451 0.7625 3.0500 A572-65 (65 ksi) L9 76.83-70.05 6.78 3.16 12 19.1451 21.2600 0.7125 2.8500 A572-65 (65 ksi) L10 70.05-68.20 5.00 0.00 12 19.9007 21.0529 0.8063 3.2250 A572-65 (65 ksi) L11 68.20-63.20 5.00 0.00 12 21.0529 22.2052 0.7562 3.0250 A572-65 (65 ksi L12 63.20-58.20 5.00 0.00 12 22.2052 23.3575 0.7312 2.9250 A572-65 (65 ksi) L13 58.20-53.20 5.00 0.00 12 23.3575 24.5098 0.6937 2.7750 A572-65 (65 ksi) L14 53.20-48.20 5.00 0.00 12 24.5098 25.6621 0.6687 2.6750 A572-65 (65 ksi) L15 48.20-43.20 5.00 0.00 12 25.6621 26.8144 0.6563 2.6250 A572-65 (65 ksi) L16 43.20-38.20 5.00 0.00 12 26.8144 27.9666 0.6312 2.5250 A572-65 (65 ksi) L17 38.20-33.56 4.64 4.13 12 27.9666 29.0368 0.6312 2.5250 A572-65 (65 ksi) L18 33.56-32.56 5.13 0.00 12 27.5226 28.6764 0.8125 3.2500 A572-65 (65 ksi) L19 32.56-30.00 2.56 0.00 12 28.6764 29.2522 0.8000 3.2000 A572-65 (65 ksi) L20 30.00-29.75 0.25 0.00 12 29.2522 29.3084 0.8250 3.3000 A572-65 (65 ksi) L21 29.75-28.75 1.00 0.00 12 29.3084 29.5333 0.8125 3.2500 A572-65 (65 ksi) L22 28.75-28.40 0.35 0.00 12 29.5333 29.6121 0.9125 3.6500 A572-65 (65 ksi) L23 28.40-28.17 0.23 0.00 12 29.6121 29.6638 0.9125 3.6500 A572-65 (65 ksi) L24 28.17-27.92 0.25 0.00 12 29.6638 29.7200 0.9125 3.6500 A572-65 (65 ksi) L25 27.92-27.67 0.25 0.00 12 29.7200 29.7763 0.9250 3.7000 A572-65 (65 ksi) L26 27.67-26.83 0.84 0.00 12 29.7763 29.9652 0.9125 3.6500 A572-65 (65 ksi) L27 26.83-26.58 0.25 0.00 12 29.9652 30.0214 0.9875 3.9500 A572-65 (65 ksi) L28 26.58-21.58 5.00 0.00 12 30.0214 31.1461 0.9625 3.8500 A572-65 (65 ksi) L29 21.58-16.58 5.00 0.00 12 31.1461 32.2707 0,9250 3.7000 A572-65 1 (65 ksi) L30 16.58-16.46 0.12 0.00 12 32.2707 32.2977 0.9250 3.7000 A572-65 (65 ksi) L31 16.46-16.21 0.25 0.00 12 32.2977 32.3539 0.9125 3.6500 A572-65 (65 ksi) L32 16.21-14.00 2.21 0.00 12 32.3539 32.8510 0.9125 3.6500 A572-65 (65 ksi) L33 , 14.00-13.75 0.25 0.00 12 32.8510 32.9072 0.9125 3.6500 A572-65 (65 ksi) tnxTower Report-version 8.0.5.0 July 04, 2019 106.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 11 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L34 13.75-13.21 0.54 0.00 12 32.9072 33.0287 1.1625 4.6500 A572-65 (65 ksi) L35 13.21-12.96 0.25 0.00 12 33.0287 33.0849 1.2125 4.8500 A572-65 (65 ksi) L36 12.96-9.04 3.92 0.00 12 33.0849 33.9667 0.9375 3.7500 A572-65 (65 ksi) L37 9.04-8.79 0.25 0.00 12 33.9667 34.0229 0.9000 3.6000 A572-65 (65 ksi) L38 8.79-8.25 0.54 0.00 12 34.0229 34.1443 0.9000 3.6000 A572-65 (65 ksi) L39 8.25-8.00 0.25 0.00 12 34.1443 34.2006 0.8875 3.5500 A572-65 (65 ksi) L40 8.00-6.00 2.00 0.00 12 34.2006 34.6504 0.8875 3.5500 A572-65 (65 ksi) L41 6.00-5.69 0.31 0.00 12 34.6504 34.7202 0.8875 3.5500 A572-65 (65 ksi) L42 5.69-5.44 0.25 0.00 12 34.7202 34.7764 1.3625 5.4500 A572-65 (65 ksi) L43 5.44-5.19 0.25 0.00 12 34.7764 34.8326 1.2375 4.9500 A572-65 (65 ksi) L44 5.19-4.42 0.77 0.00 12 34.8326 35.0058 1.2125 4.8500- A572-65 (65 ksi) L45 4.42-4.17 0.25 0.00 12 35.0058 35.0621 0.8500 3.4000 A572-65 (65 ksi) L46 4.17-4.00 0.17 0.00 12 35.0621 35.1003 0.8500 3.4000 A572-65 (65 ksi) L47 4.00-3.75 0.25 0.00 12 35.1003 35.1565 0.8375 3.3500 A572-65 (65 ksi) L48 3.75-0.00 3.75 12 35.1565 36.0000 1.1375 4.5500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w WA in in2 in4 in in in3 in4 inz in L1 12.0000 13.6954 231.5910 4.1122 6.0000 38.5985 463.1820 6.8436 0.0000 0 12.0000 13.6954 231.6910 4.1122 6.0000 38.5985 463.1820 6.8436 0.0000 0 L2 12.0000 13.6954 231.5910 4.1122 6.0000 38.5985 463.1820 6.8436 0.0000 0 12.0000 13.6954 231.5910 4.1122 6.0000 38.5985 463.1820 6.8436 0.0000 0 L3 12.3572 7.1318 127.0190 4.2289 6.2160 20.4342 257.3749 3.5101 2.7135 14.472 13.9709 8.0729 184.2284 4.7869 7.0234 26.2306 373.2966 3.9732 3.1312 16.7 L4 13.9709 8.0729 184.2284 4.7869 7.0234 26.2306 373.2966 3.9732 3.1312 16.7 15.5846 9.0140 256.4589 5.3449 7.8308 32.7499 519.6553 4.4364 3.5490 18.928 L5 15.5846 9.0140 256.4589 5.3449 7.8308 32.7499 519.6553 4.4364 3.5490 18.928 17.1983 9.9550 345.4617 5.9029 8.6383 39.9921 699.9991 4.8996 3.9667 21.156 L6 17.1983 9.9550 345.4617 5.9029 8.6383 39.9921 699.9991 4.8996 3.9667 21.156 18.0599 10.4575 400.4580 6.2009 9.0694 44.1550 811.4366 5.1469 4.1898 22.345 L7 17.8306 44.9573 1594.8008 5.9682 9.0694 175.8447 3231.4987 22.1266 2.4478 2.923 17.9113 45.1675 1617.2724 5.9961 9.1097 177.5322 3277.0324 22.2301 2.4686 2.948 L8 17.9378 41.3068 1492.3112 6.0229 9.1097 163.8149 3023.8270 20.3300 2.6696 3.501 19.5515 45.1339 1946.7133 6.5810 9.9172 196.2975 3944.5690 22.2135 3.0874 4.049 L9 19.5691 42.2890 1833.9438 6.5989 9.9172 184.9263 3716.0673 20.8133 3.2214 4.521 21.7586 47.1411 2540.4091 7.3560 11.0127 230.6804 5147.5576 23.2014 3.7882 5.317 L10 21.0716 49.5715 2306.9056 6.8358 10.3085 223.7859 4674.4161 24.3976 3.1726 3.935 21.5112 52.5629 2750.2587 7.2483 10.9054 252.1919 5572.7698 25.8699 3.4814 4.318 L11 21.5288 49.4250 2598.8593 7.2662 10.9054 238.3089 5265.9935 24.3255 3.6154 4.781 22.7218 52.2309 3067.0917 7.6787 11.5023 266.6502 6214.7593 25.7065 3.9242 5.189 L12 22.7306 50.5632 2976.0824 7.6877 11.5023 258.7379 6030.3498 24.8856 3.9912 5.458 23.9235 53.2764 3481.3361 8.1002 12.0992 287.7330 7054.1308 26.2210 4.3001 5.88 L13 23.9367 50.6280 3319.2552 8.1136 12.0992 274.3370 6725.7109 24.9176 4.4006 6.343 26.1297 53.2021 3851.7110 8.5261 12.6961 303.3781 7804.6107 26.1844 4.7094 6.788 L14 25.1385 51.3387 3724.6153 8.5351 12.6961 293.3675 7547.0805 25.2674 4.7764 7.142 26.3314 53.8200 4291.1920 8.9476 13.2930 322.8170 8695.1185 26.4886 5.0852 7.604 L15 26.3358 52.8404 4217.3042 8.9521 13.2930 317.2585 8545.4016 26.0065 5.1187 7.8 27.5288 55.2754 4827.5908 9.3646 13.8898 347.5627 9782.0077 27.2049 5.4275 8.27 tnxTower Report-version 8.0.5.0 July 04, 2019 } 109.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 12 Section Tip Dia. Area i r C VC J /t/Q w WA in in2 in4 in in in3 in4 in2 in L16 27.5376 53.2205 4657.0095 9.3736 13.8898 335.2817 9436.3639 26.1935 5.4945 8.704 28.7305 55.5626 5299.3121 9.7861 14.4867 365.8047 10737.843 27.3462 5.8033 9.193 0 L17 28.7305 55.5626 5299.3121 9.7861 14.4867 365.8047 10737.843 27.3462 5.8033 9.193 0 29.8384 57.7378 5946.3822 10.1692 15.0411 395.3432 12048.982 28.4168 6.0901 9.648 5 L18 29.1685 69.8803 6363.4391 9.5622 14.2567 446.3470 12894.052 34.3930 5.1986 6.398 8 29.4014 72.8989 7224.2136 9.9753 14.8544 486.3359 14638.215 35.8786 5.5078 6.779 4 L19 29.4058 71.8096 7122.6491 9.9797 14.8544 479.4985 14432.418 35.3425 5.5413 6.927 2 30.0019 73.2928 7573.1768 10.1859 15.1526 499.7931 15345.309 36.0725 5.6956 7.119 4 L20 29.9930 75.5168 7789.2699 10.1769 15.1526 514.0542 15783.172 37.1671 5.6286 6.823 6 30.0513 75.6662 7835.5854 10.1971 15.1818 516.1186 15877.020 37.2406 5.6437 6.841 3 L21 30.0557 74.5524 7727.0285 10.2015 15.1818 508.9681 15657.054 36.6924 5.6772 6.987 7 30.2885 75.1409 7911.4526 10.2821 15.2983 517.1470 16030.747 36.9821 5.7374 7.061 8 L22 30.2533 84.0952 8792.6836 10.2463 15.2983 574.7503 17816.360 41.3891 5.4694 5.994 8 30.3348 84.3265 8865.4390 10.2744 15.3390 577.9655 17963.783 41.5029 5.4905 6.017 0 L23 30.3348 84.3265 8865.4390 10.2744 15.3390 577.9655 17963.783 41.5029 5.4905 6.017 0 30.3883 84.4785 8913.4676 10.2930 15.3658 580.0832 18061.101 41.5777 5.5044 6.032 9 L24 30.3883 84.4785 8913.4676 10.2930 15.3658 580.0832 18061.101 41.5777 5.5044 6.032 9 30.4465 84.6437 8965.8689 10.3131 15.3950 582.3895 18167.281 41.6591 5.5195 6.049 2 L25 30.4421 85.7660 9076.8630 10.3086 15.3950 589.5992 18392.185 42.2114 5.4860 5.931 4 30.5003 85.9335 9130.1438 10.3287 15.4241 591.9402 18500.146 42.2938 5.5010 5.947 6 L26 30.5048 84.8089 9018.4752 10.3332 15.4241 584.7003 18273.875 41.7404 5.5345 6.065 9 30.7004 85.3641 9196.7391 10.4009 15.5220 592.4982 18635.086 42.0136 5.5852 6.121 8 L27 30.6739 92.1418 9875.7556 10.3740 15.5220 636.2437 20010.958 45.3494 5.3842 5.452 3 30.7321 92.3206 9933.3597 10.3941 15.5511 638.7562 20127.679 45.4374 5.3992 5.468 7 L28 30.7409 90.0609 9706.9138 10.4031 15.5511 624.1948 19668.839 44.3252 5.4662 5.679 1 31.9052 93.5464 10878.125 10.8057 16.1337 674.2503 22042.031 46.0407 5.7676 5.992 2 0 L29 31.9185 90.0134 10493.315 10.8191 16.1337 650.3990 21262.302 44.3019 5.8681 6.344 8 8 33.0828 93.3632 11708.937 11.2218 16.7162 700.4536 23725.482 45.9505 6.1695 6.67 7 2 L30 33.0828 93.3632 11708.937 11.2218 16.7162 700.4536 23725.482 45.9505 6.1695 6.67 7 2 33.1107 93.4436 11739.210 11.2314 16.7302 701.6777 23786.824 45.9901 6.1768 6.678 9 0 L31 33.1151 92.2175 11594.420 11.2359 16.7302 693.0233 23493.439 45.3867 6.2103 6.806 8 9 33.1734 92.3828 11656.852 11.2560 16.7593 695.5440 23619.943 45.4680 6.2254 6.822 6 7 L32 33.1734 92.3828 11656.852 11.2560 16.7593 695.5440 23619.943 45.4680 6.2254 6.822 6 7 33.6880 93.8433 12218.525 11.4340 17.0168 718.0262 24758.045 46.1868 6.3586 6.968 5 4 L33 33.6880 93.8433 12218.525 11.4340 17.0168 718.0262 24758.045 46.1868 6.3586 6.968 5 4 33.7462 94.0086 12283.176 11.4541 17.0460 720.5919 24889.045 46.2682 6.3736 6.985 tnxTower Report-version 8.0.5.0 July 04, 2019 ,. 10-8.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 13 Section Tip Dia. Area I r C 1/C J It/Q w WA in in2 in4 in in in3 in4 in2 in 1 0 L34 33.6580 118.8285 15284.468 11.3646 17.0460 896.6626 30970.476 58.4838 5.7036 4.906 3 7 33.7837 119.2832 15460.583 11.4081 17.1089 903.6590 31327.333 58.7076 5.7362 4.934 6 9 L35 33.7661 124.2184 16049.768 11.3902 17.1089 938.0963 32521.181 61.1365 5.6022 4.62 0 3 33.8243 124.4380 16135.017 11.4103 17.1380 941.4762 32693.919 61.2446 5.6173 4.633 5 9 L36 33.9213 97.0451 12801.245 11.5088 17.1380 746.9510 25938.793 47.7626 6.3543 6.778 2 4 34.8342 99.7068 13883.708 11.8244 17.5947 789.0835 28132.156 49.0726 6.5906 7.03 0 4 L37 34.8474 95.8272 13373.808 11.8379 17.5947 760.1032 27098.962 47.1632 6.6911 7.435 7 3 34.9056 95.9901 13442.153 11.8580 17.6239 762.7249 27237.447 47.2434 6.7061 7.451 8 9 L38 34.9056 95.9901 13442.153 11.8580 17.6239 762.7249 27237.447 47.2434 6.7061 7.451 8 9 35.0313 96.3421 13590.572 11.9015 17.6868 768.4032 27538.185 47.4167 6.7387 7.487 9 4 L39 35.0358 95.0398 13416.938 11.9060 17.6868 758.5860 27186.354 46.7757 6.7722 7.631 1 1 35.0940 95.2005 13485.110 11.9261 17.7159 761.1869 27324.490 46.8548 6.7873 7.648 8 4 L40 35.0940 95.2005 13485,110 11.9261 17.7159 761.1869 27324.490 46.8548 6.7873 7.648 8 4 35.5597 96.4860 14038.824 12.0871 17.9489 782.1540 28446.464 47.4875 6.9078 7.783 4 2 L41 35.5597 96.4860 14038.824 12.0871 17.9489 782.1540 28446.464 47.4875 6.9078 7.783 . 4 2 35.6319 96.6853 14125.983 12.1121 17.9850 785.4295 28623.072 47.5856 6.9265 7.805 5 3 L42 35.4643 146.3484 20785.723 11.9420 17.9850 1155.7227 42117.511 72.0282 5.6535 4.149 4 0 35.5225 146.5951 20891.017 11.9622 18.0142 1159.6990 42330.866 72.1497 5.6686 4.16 9 0 L43 35.5666 133.6441 19188.155 12.0069 18.0142 1065.1700 38880.405 65.7756 6.0036 4.851 8 8 35.6248 133.8682 19284.831 12.0271 18.0433 1068.8084 39076.296 65.8858 6.0186 4.864 3 6 L44 35.6337 131.2614 18937.453 12.0360 18.0433 1049.5560 38372.414 64.6029 6.0856 5.019 2 3 35.8130 131.9376 19231.632 12.0980 18.1330 1060.5866 38968.501 64.9357 6.1321 5.057 6 6 L45 35.9408 93.4845 13920,502 12.2278 18.1330 767.6882 28206.711 46.0102 7.1036 8.357 0 1 35.9991 93.6384 13989.368 12.2479 18.1621 770.2488 28346.253 46.0860 7.1186 8.375 7 6 L46 35.9991 93.6384 13989.368 12.2479 18.1621 770.2488 28346.253 46.0860 7.1186 8.375 7 6 36.0386 93.7430 14036.327 12.2616 18.1820 771.9924 28441.405 46.1.375 7.1289 8.387 5 0 L47 36.0431 92.3982 13845.058 12.2661 18.1820 761.4727 28053.842 45.4756 7.1624 8.552 6 2 36.1013 92.5498 13913.337 12.2862 18.2111 764.0041 28192.194 45.5502 7.1774 8.57 8 5 L48 35.9954 124.6032 18405.968 12.1788 18.2111 1010.7018 37295.482 61.3259 6.3734 5.603 8 9 36.8687 127.6926 19809.285 12.4808 18.6480 1062.2740 40138.982 62.8464 6.5995 5.802 4 8 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 108.25- 1 1 1 103.25 tnxTower Report-version 8.0.5.0 July 04, 2019 102.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 14 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants It ft2 in in in in L2 103.25- 1 1 1 99.75 L3 99.75- 1 1 1 94.75 L4 94.75- 1 1 1 89.75 L5 89.75- 1 1 1 84.75 L6 84.75- 1 1 1 82.08 L7 82.08- 1 1 0.795948 81.83 L8 81.83- 1 1 0.817392 76.83 L9 76.83- 1 1 0.837173 70.05 L10 70.05- 1 1 0.841996 68.20 L11 68.20- 1 1 0.867328 63.20 L12 63.20- 1 1 0.869896 58.20 L13 58.20- 1 1 0.890725 53.20 L14 53.20- 1 1 0.899887 48.20 L15 48.20- 1 1 0.895073 43.20 L16 43.20- 1 1 0.909227 38.20 L17 38.20- 1 1 0.907226 33.56 L18 33.56- 1 1 0.905429 32.56 L19 32.56- 1 1 0.908468 30.00 L20 30.00- 1 1 0.973365 29.75 L21 29.75- 1 1 0.983182 28.75 L22 28.75- 1 1 0.900775 28.40 L23 28.40- 1 1 0.899771 28.17 L24 28.17- 1 1 0.898683 27.92 L25 27.92- 1 1 0.907412 27.67 L26 27.67- 1 1 0.915692 26.83 L27 26.83- 1 1 0.887441 26.58 L28 26.58- 1 1 0.88791 21.58 L29 21.58- 1 1 0.901773 16.58 L30 16.58- 1 1 0.901288 16.46 L31 16.46- 1 1 0.91225 16.21 L32 1621- 1 1 0.903382 14.00 L33 14.00- 1 1 0.902396 13.75 L34 13.75- 1 1 0.877562 13.21 L35 13.21- 1 1 0.841664 tnxTower Report-version 8.0.5.0 l July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 15 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mu/t. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in 12.96 L36 12.96- 1 1 1.05933 9.04 L37 9.04-8.79 1 1 0.993269 L38 8.79-8.25 1 1 0.990909 L39 8.25-8.00 1 1 0.929752 L40 8.00-6.00 1 1 0.922055 L41 6.00-5.69 1 1 0.920881 L42 5.69-5.44 1 1 0.781036 L43 5.44-5.19 1 1 0.855712 L44 5.19-4.42 1 1 0.869555 L45 4.42-4.17 1 1 1.00508 L46 4.17-4.00 1 1 1.00437 L47 4.00-3.75 1 1 1.01793 L48 3.75-0.00 1 1 0.81795 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d Diamete r Torque Type It Position r p/f Calculation in in ***108*** ***107*** (1)LCF158-50JA(1- C No Surface Ar 107.00- 3 1 0.418 1.9800 0.80 5/8)+(1)LCF12- (CaAa) 10.00 0.500 50J(1/2)+(1)LCF78- 50JA(7/8) ***30*** LDF4-50A(1/2) A No Surface Ar 30.00- 1 1 -0.050 0.6250 0.15 (CaAa) 10.00 -0.030 ***MOD*** MP3-08 Channel A No Surface Af 30.50- 1 1 -0.240 7.9300 21.4600 0.00 Reinforcement (CaAa) 0.00 -0.240 MP3-08 Channel B No Surface Af 30.50- 1 1 0.160 7.9300 21.4600 0.00 Reinforcement (CaAa) 0.00 0.160 MP3-08 Channel C No Surface Af 30.50- 1 1 0.500 7.9300 21.4600 35.17 Reinforcement (CaAa) 0.00 0.500 MP3-06 Channel A No Surface Af 85.50- 1 1 -0.240 7.9300 21.4600 0.00 Reinforcement (CaAa) 30.50 -0.240 MP3-06 Channel B No Surface Af 85.50- 1 1 0.160 6.8900 19.0000 0.00 Reinforcement (CaAa) 30.50 0.160 MP3-06 Channel C No Surface Af 85.50- 1 1 0.500 6.8900 19.0000 0.00 Reinforcement (CaAa) 30.50 0.500 MP3-08 Channel A No Surface Af 16.88- 1 1 -0.500 6.8900 19.0000 35.17 Reinforcement (CaAa) 1.88 -0.500 MP3-08 Channel B No Surface Af 20.02- 1 1 -0.160 6.8900 19,0000 35.17 Reinforcement (CaAa) 5.02 -0.160 PL1x7 Reinforcement- A No Surface Af 32.00- 1 1 -0.420 7.0000 16.0000 0.00 Wind Area/Weight (CaAa) 0.00 -0.420 PL1x7 Reinforcement- B No Surface Af 32.00- 1 1 -0.080 7.0000 16.0000 0.00 Wind Area/Weight (CaAa) 0.00 -0.080 PL1x7 Reinforcement- C No Surface Af 32.00- 1 1 0.330 7.0000 16.0000 0.00 Wind Area/Weight (CaAa) 0.00 0.330 PL1x4 Reinforcement- A No Surface Af 37.00- 1 1 -0.500 4.0000 10.0000 0.00 Wind Area/Weight (CaAa) 27.00 -0.500 PL1x4 Reinforcement- B No Surface Af 37.00- 1 1 -0.160 4.0000 10.0000 0.00 Wind Area/Weight (CaAa) 27.00 -0.160 PL1x4 Reinforcement- C No Surface Af 37.00- 1 1 0.240 4.0000 10.0000 0.00 Wind Area/Weight (CaAa) 27.00 0.240 Bent PL 0.75x9 A No Surface Af 61.17- 1 1 -0.420 9.0000 19.5000 23.00 (CaAa) 33.75 -0.330, tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 16 Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d - Diamete r Torque Type it Position r p/f Calculation. in in Bent PL 0.75x9 B No Surface Af 61.17- 1 1 -0.080 9.0000 19.5000 23.00 (CaAa) 33.75 0.080 Bent PL 0.75x9 C No Surface Af 61.17- 1 1 0.330 9.0000 19.5000 23.00 .(CaAa) 33.75 0.420 Feed Line/Linear Aopurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ftz/ft p/f Calculation *"102- LDF5-50A(7/8) C No No Inside Pole 102.00-0.00 6 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 2"Ice 0.00 0.33 RFF-24SM-1206- C No No Inside Pole 102.00-0.00 3 No Ice 0.00 1.48 618-APE(1-1/4) 1/2"Ice 0.00 1.48 1"Ice 0.00 1.48 2"Ice 0.00 1.48 .=.88.*. LDF7-50A(1-5/8) C No No Inside Pole 88.00-0.00 6 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0:00 0.82 2"Ice 0.00 0.82 HCS 6X12 C No No Inside Pole 88.00-0.00 1 No Ice 0.00 1.70 6AWG(1-3/8) 1/2°Ice 0.00 1.70 1"Ice 0.00 1.70 2"Ice 0.00 1.70 MLE Hybrid C No No Inside Pole 88.00-0.00 1 No Ice 0.00 1.07 9Power/18Fiber 1/2"Ice 0.00 1.07 RL 2(1-5/8) 1"Ice 0.00 1.07 2"Ice 0.00 1.07 ...78... HB158-21 U6S12- C No No Inside Pole 78.00-0.00 3 No Ice 0.00 1.90 60M-01(1-5/8) 1/2"Ice 0.00 1.90 1"Ice 0.00 1.90 2"Ice 0.00 1.90 ...70... LDF5-50A(7/8) C No No Inside Pole 70.00-0.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 I 2"Ice 0.00 0.33 2"innerduct C No No Inside Pole 70.00-0.00 2 No Ice 0.00 0.20 conduit 1/2"Ice 0.00 0.20 1"Ice 0.00 0.20 2"Ice 0.00 0.20 FB-L98B-034- C No No Inside Pole 70.00-0.00 1 No Ice 0.00 0.05 XXXXXX(3/8) 1/2"Ice 0.00 0.05 1"Ice 0.00 0.05 2"Ice 0.00 0.05 WR-VG86ST- C No No Inside Pole 70.00-0.00 2 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 2"Ice 0.00 0.58 FB-1-98-002- C No No Inside Pole 70.00-0.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 2"Ice 0.00 0.06 WR-VG86ST- C No No Inside Pole 70.00-0.00 2 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 2"Ice 0.00 0.58 tnxTower Report-version 8.0.5.0 July 04, 2019 103.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 17 Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From t Number Leg Torque Type ft ft2lft p/f Calculation Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 108.25-103.25 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 0.743 0.000 0.01 L2 103.25-99.75 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 0.693 0.000 0.02 L3 99.75-94.75 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 0.990 0.000 0.04 L4 94.75-89.75 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 0.990 0.000 0.04 L5 89.75-84.75 A 0.000 0.000 0.992 0.000 0.00 B 0.000 0.000 0.862 0.000 0.00 C 0.000 ,� 0.000 1.852 0.000 0.07 L6 84.75-82.08 A 0.000 0.000 3.528 0.000 0.00 B 0.000 0.000 3.066 0.000 0.00 C 0.000 0.000 3.594 0.000 0.04 L7 82.08-81.83 A 0.000 0.000 0.330 0.000 0.00 B 0.000 0.000 0.287 0.000 0.00 C 0.000 0.000 0.337 0.000 0.00 L8 81.83-76.83 A 0.000 0.000 6.608 0.000 0.00 B 0.000 0.000 5.742 0.000 0.00 C 0.000 0.000 6.732 0.000 0.09 L9 76.83-70.05 A 0.000 0.000 8.966 0.000 0.00 B 0.000 0.000 7.790 0.000 0.00 C 0.000 0.000 9.134 0.000 0.15 L10 70.05-68.20 A 0.000 0.000 2.435 0.000 0.00 B 0.000 0.000 2.116 0.000 0.00 C 0.000 0.000 2.481 0.000 0.05 L11 68.20-63.20 A 0.000 0.000 6.608 0.000 0.00 B 0.000 0.000 5.742 0.000 0.00 C 0.000 0.000 6.732 0.000 0.15 L12 63.20-58.20 A 0.000 0.000 11.058 0.000 0.07 B 0.000 0.000 10.192 0.000 0.07 C 0.000 0.000 11.182 0.000 0.21 L13 58.20-53.20 A 0.000 0.000 14.108 0.000 0.12 B 0.000 0.000 13.242 0.000 0.12 C 0.000 0.000 14.232 0.000 0.26 L14 53.20-48.20 A 0.000 0.000 14.108 0.000 0.12 B 0.000 0.000 13.242 0.000 0.12 C 0.000 0.000 14.232 0.000 0.26 L15 48.20-43.20 A 0.000 0.000 14.108 0.000 0.12 B 0.000 0.000 13.242 0.000 0.12 C 0.000 0.000 14.232 0.000 0.26 L16 43.20-38.20 A 0.000 0.000 14.108 0.000 0.12 B 0.000 0.000 13.242 0.000 0.12 C 0.000 0.000 14.232 0.000 0.26 L17 38.20-33.56 A 0.000 0.000 15.111 0.000 0.10 B 0.000 0.000 14.306 0.000 0.10 C 0.000 0.000 15.225 0.000 0.24 L18 33.56-32.56 A 0.000 0.000 1.988 0.000 0.00 B 0.000 0.000 1.815 0.000 0.00 C 0.000 0.000 2.013 0.000 0.03 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 18 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n R ftz ft2 ft2 ftz K L19 32.56-30.00 A 0.000 0.000 7.423 0.000 0.00 B 0.000 0.000 7.066 0.000 0.00 C 0.000 0.000 7.573 0.000 0.09 L20 30.00-29.75 A 0.000 0.000 0.804 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.838 0.000 0.02 L21 29.75-28.75 A 0.000 0.000 3.217 0.000 0.00 B 0.000 0.000 3.155 0.000 0.00 C 0.000 0.000 3.353 0.000 0.06 L22 28.75-28.40 A 0.000 0.000 1.126 0.000 0.00 B 0.000 0.000 1.104 0.000 0.00 C 0.000 0.000 1.174 0.000 0.02 L23 28.40-28.17 A 0.000 0.000 0.740 0.000 0.00 B 0.000 0.000 0.726 0.000 0.00 C 0.000 0.000 0.771 0.000 0.01 L24 28.17-27.92 A 0.000 0.000 0.804 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.838 0.000 0.02 L25 27.92-27.67 A 0.000 0.000 0.804 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.838 0.000 0.02 L26 27.67-26.83 A 0.000 0.000 2.589 0.000 0.00 B 0.000 0.000 2.537 0.000 0.00 C 0.000 0.000 2.703 0.000 0.05 L27 26.83-26.58 A 0.000 0.000 0.638 0.000 0.00 B 0.000 0.000 0.622 0.000 0.00 C 0.000 0.000 0.672 0.000 0.02 L28 26.58-21.58 A 0.000 0.000 12.754 0.000 0.00 B 0.000 0.000 12.442 0.000 0.00 C 0.000 0.000 13.432 0.000 0.32 L29 21.58-16.58 A 0.000 0.000 13.095 0.000 0.01 B 0.000 0.000 16.354 0.000 0.12 C 0.000 0.000 13.432 0.000 0.32 L30 16.58-16.46 A 0.000 0.000 0.443 0.000 0.00 B 0.000 0.000 0.435 0.000 0.00 C 0.000 0.000 0.322 0.000 0.01 L31 16.46-16.21 A 0.000 0.000 0.922 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.672 0.000 0.02 L32 16.21-14.00 A 0.000 0.000 8.151 0.000 0.08 B 0.000 0.000 8.013 0.000 0.08 C 0.000 0.000 5.937 0.000 0.14 L33 14.00-13.75 A 0.000 0.000 0.922 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.672 0.000 0.02 L34 13.75-13.21 A 0.000 0.000 1.992 0.000 0.02 B 0.000 0.000 1.958 0.000 0.02 C 0.000 0.000 1.451 0.000 0.03 L35 13.21-12.96 A 0.000 0.000 0.922 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.672 0.000 0.02 L36 12.96-9.04 A 0.000 0.000 14.398 0.000 0.14 B 0.000 0.000 14.213 0.000 0.14 C 0.000 0.000 10.340 0.000 0.25 L37 9.04-8.79 A 0.000 0.000 0.906 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.622 0.000 0.02 L38 8.79-8.25 A 0.000 0.000 1.958 0.000 0.02 B 0.000 0.000 1.958 0.000 0.02 C 0.000 0.000 1.344 0.000 0.03 L39 8.25-8.00 A 0.000 0.000 0.906 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.622 0.000 0.02 L40 8.00-6.00 A 0.000 0.000 7.252 0.000 0.07 B 0.000 0.000 7.252 0.000 0.07 C 0.000 0.000 4.977 0.000 0.12 L41 6.00-5.69 A 0.000 0.000 1.124 0.000 0.01 B 0.000 0.000 1.124 0.000 0.01 C 0.000 0.000 0.771 0.000 0.02 tnxTower Report-version 8.0.5.0 July 04, 2019 • 108.25 Ft Monopole Tower Structural Analysis CC18U No 806579 Project Number 400087, Order 49443Z Revision 0 Page 99 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L42 5.69-5.44 A 0.000 0.000 0.906 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.622 0.000 0.02 L43 5.44-5.19 A 0.000. 0.000 0.906 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.622 0.000 0.02 L44 5.19-4.42 A 0.000 0.000 2.792 0.000 0.03 B 0.000 0.000 2.109 0.000 0.01 C 0.000 0.000 1.916 0.000 0.05 L45 4.42-4.17 A 0.000 0.000 0.906 0.000 0.01 B 0.000 0.000 0.622 0.000 0.00 C 0.000 0.000 0.622 0.000 0.02 L46 4.17-4.00 A 0.000 0.000 0.616 0.000 0.01 B 0.000 0.000 0.423 0.000 0.00 C 0.000 0.000 0.423 0.000 0.01 L47 4.00-3.75 A 0.000 0.000 0.906 0.000 0.01 B 0.000 0.000 0.622 0.000 0.00 C 0.000 0.000 0.622 0.000 0.02 L48 3.75-0.00 A 0.000, 0.000 11.458 0.000 0.07 B 0.000 0.000 9.331 0.000 0.00 C 0.000 0.000 9.331 0.000 0.23 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 108.25-103.25 A 1.432 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 1.817 0.000 0.08 L2 103.25-99.75 A 1.427 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 1.692 0.000 0.09 L3 99.75-94.75 A 1.420 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 2.410 0.000 0.13 L4 94.75-89.75 A 1.413 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 2.403 0.000 0.13 L5 89.75-84.75 A 1.405 0.000 0.000 1.202 0.000 0.01 B 0.000 0.000 1.072 0.000 0.01 C 0.000 0.000 3.468 0.000 0.17 L6 84.75-82.08 A 1.399 0.000 0.000 4.275 0.000 0.04 B 0.000 0.000 3.813 0.000 0.04 C 0.000 0.000 5.088 0.000 0.13 L7 82.08-81.83 A 1.396 0.000 0.000 0.400 0.000 0.00 B 0.000 0.000 0.357 0.000 0.00 C 0.000 0.000 0.476 0.000 0.01 L8 81.83-76.83 A 1.392 0.000 0.000 8.000 0.000 0.07 B 0.000 0.000 7.133 0.000 0.07 C 0.000 0.000 9.515 0.000 0.24 L9 76.83-70.05 A 1.381 0.000 0.000 10.840 0.000 0.10 B 0.000 0.000 9.664 0.000 0.09 C 0.000 0.000 12.881 0.000 0.35 L10 70.05-68.20 A 1.373 0.000 0.000 2.944 0.000 0.03 B 0.000 0.000 2.625 0.000 0.02 C 0.000 0.000 3.498 0.000 0.11 L11 68.20-63.20 A 1.366 0.000 0.000 7.974 0.000 0.07 B 0.000 0.000 7.108 0.000 0.06 C 0.000 0.000 9.463 0.000 0.29 L12 63.20-58.20 A 1.355 0.000 0.000 13.217 0.000 0.18 B 0.000 0.000 12.351 0.000 0.17 C 0.000 0.000 14.696 0.000 0.40 L13 58.20-53.20 A 1.343 0.000 0.000 16.795 0.000 0.25 B 0.000 0.000 15.929 0.000 0.24 C 0.000 0.000 18.262 0.000 0.47 tnxTower Report-version 8.0.5.0 July 04, 2019 103.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 20 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L14 53.20-48.20 A 1.331 0.000 0.000 16.770 0.000 0.25 B 0.000 0.000 15.903 0.000 0.24 C 0.000 0.000 18.224 0.000 0.47 L15 48.20-43.20 A 1.317 0.000 0.000 16.743 0.000 0.25 B 0.000 0.000 15.876 0.000 0.24 C 0.000 0.000 18.183 0.000 0.46 L16 43.20-38.20 A 1.302 0.000 0.000 16.712 0.000 0.24 B 0.000 0.000 15.846 0.000 0.24 C 0.000 0.000 18.138 0.000 0.46 L17 38.20-33.56 A 1.286 0.000 0.000 18.066 0.000 0.24 B 0.000 0.000 17.262 0.000 0.24 C 0.000 0.000 19.375 0.000 0.44 L18 33.56-32.56 A 1.275 0.000 0.000 2.425 0.000 0.02 B 0.000 0.000 2.252 0.000 0.02 C 0.000 0.000 2.707 0.000 0.06 L19 32.56-30.00 A 1.268 0.000 0.000 9.034 0.000 0.07 B 0.000 0.000 8.677 0.000 0.07 C 0.000 0.000 9.833 0.000 0.20 L20 30.00-29.75 A 1.262 0.000 0.000 1.038 0.000 0.01 B 0.000 0.000 0.959 0.000 0.01 C 0.000 0.000 1.072 0.000 0.03 L21 29.75-28.75 A 1.260 0.000 0.000 4.150 0.000 0.03 B 0.000 0.000 3.835 0.000 0.03 C 0.000 0.000 4.285 0.000 0.11 L22 28.75-28.40 A 1.257 0.000 0.000 1.452 0.000 0.01 B 0.000 0.000 1.342 0.000 0.01 C 0.000 0.000 1.499 0.000 0.04 L23 28.40-28.17 A 1.255 0.000 0.000 0.954 0.000 0.01 B 0.000 0.000 0.882 0.000 0.01 C 0.000 0.000 0.985 0.000 0.03 L24 28.17-27.92 A 1.254 0.000 0.000 1.037 0.000 0.01 B 0.000 0.000 0.958 0.000 0.01 C 0.000 0.000 1.070 0.000 0.03 L25 27.92-27.67 A 1.253 0.000 0.000 1.036 0.000 0.01 B 0.000 0.000 0.958 0.000 0.01 C 0.000 0.000 1.070 0.000 0.03 L26 27.67-26.83 A 1.251 0.000 0.000 3.337 0.000 0.03 B 0.000 0.000 3.075 0.000 0.02 C 0.000 0.000 3.451 0.000 0.09 L27 26.83-26.58 A 1.248 0.000 0.000 0.825 0.000 0.01 B 0.000 0.000 0.747 0.000 0.01 C 0.000 0.000 0.859 0.000 0.03 L28 26.58-21.58 A 1.235 0.000 0.000 16.460 0.000 0.13 B 0.000 0.000 14.912 0.000 0.11 C 0.000 0.000 17.138 0.000 0.51 L29 21.58-16.58 A 1.207 0.000 0.000 16.756 0.000 0.14 B 0.000 0.000 19.224 0.000 0.27 C 0.000 0.000 17.052 0.000 0.50 L30 16.58-16.46 A 1.190 0.000 0.000 0.544 0.000 0.01 B 0.000 0.000 0.508 0.000 0.01 C 0.000 0.000 0.408 0.000 0.01 L31 16.46-16.21 A 1.188 0.000 0.000 1.133 0.000 0.02 B 0.000 0.000 1.058 0.000 0.02 C 0.000 0.000 0.850 0.000 0.02 L32 16.21-14.00 A 1.179 0.000 0.000 10.001 0.000 0.15 B 0.000 0.000 9.342 0.000 0.15 C 0.000 0.000 7.500 0.000 0.22 L33 14.00-13.75 A 1.169 0.000 0.000 1.130 0.000 0.02 B 0.000 0.000 1.056 0.000 0.02 C 0.000 0.000 0.847 0.000 0.02 L34 13.75-13.21 A 1.166 0.000 0.000 2.439 0.000 0.04 B 0.000 0.000 2.279 0.000 0.04 C 0.000 0.000 1.828 0.000 0.05 L35 13.21-12.96 A 1.162 0:000 0.000 1.128 0.000 0.02 B 0.000 0.000 1.055 0.000 0.02 C 0.000 0.000 0.846 0.000 0.02 L36 12.96-9.04 A 1.142 0.000 0.000 17.358 0.000 0.27 B 0.000 0.000 16.497 0.000 0.26 C 0.000 0.000 12.808 0.000 0.37 tnxTower Report-version 8.0.5.0 July 04, 2019 10&25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 21 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n It Leg in ft2 ft2 ft2 ft2 K L37 9.04-8.79 A 1.119 0.000 0.000 1.049 0.000 0.02 B 0.000 0.000 1.049 0.000 0.02 C 0.000 0.000 0.734 0.000 0.02 L38 8.79-8.25 A 1.114 0.000 0.000 2.265 0.000 0.04 B 0.000 0.000 2.265 0.000 0.04 C 0.000 0.000 1.584 0.000 0.04 L39 8.25-8.00 A 1.108 0.000 0.000 1.048 0.000 0.02 B 0.000 0.000 1.048 0.000 0.02 C 0.000 0.000 0.733 0.000 0.02 L40 8.00-6.00 A 1.092 0.000 0.000 8.366 0.000 0.13 B 0.000 0.000 8.366 0.000 0.13 C 0.000 0.000 5.850. 0.000 0.16 L41 6.00-5.69 A 1.072 0.000 0.000 1.294 0.000 0.02 B 0.000 0.000 1.294 0.000 0.02 C 0.000 0.000 0.904 0.000 0.03 L42 5.69-5.44 A 1.067 0,000 0.000 1.043 0.000 0.02 B 0.000 0.000 1.043 0.000 0.02 C 0.000 0.000 0.729 0.000 0.02 L43 5.44-5.19 A 1.062 0.000 0.000 1.042 0.000 0.02 B 0.000 0.000 1.042 0.000 0.02 C 0.000 0.000 0.728 0.000 0.02 L44 5.19-4.42 A 1.052 0.000 0.000 3.205 0.000 0.05 B 0.000 0.000 2.453 0.000 0.02 C 0.000 0.000 2.240 0.000 0.06 L45 4.42-4.17 A 1.040 0.000 0.000 1.039 0.000 0.02 B 0.000 0.000 0.726 0.000 0.00 C 0.000 0.000 0.726 0.000 0.02 L46 4.17-4.00 A 1.035 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.493 0.000 0.00 C 0.000 0.000 0.493 0.000 0.01 L47 4.00-3.75 A 1.029 0.000 0.000 1.038 0.000 0.02 B 0.000 0.000 0.725 0.000 0.00 C 0.000 0.000 0.725 0.000 0.02 L48 3.75-0.00 A 0.957 0.000 0.000 13.092 0.000 0.14 B 0.000 0.000 10.766 0.000 0.06 C 0.000 0.000 10.766 0.000 0.29 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice It in in in in L1 108.25-103.25 -0.8100 0.5655 -1.4448 1.0087 L2 103.25-99.75 -1.0417 0.7272 -1.8057 1.2606 L3 99.75-94.75 -1.0034 0.7005 -1.7765 1.2403 L4 94.75-89.75 -0.9823 0.6858 -1.7829 1.2447 L5 89.75-84.75 -1.7412 0.7204 -2.3393 1.1613 L6 84.75-82.08 -3.1893 0.8044 -3.4238 0.9928 L7 82.08-81.83 -3.2511 0.8190 -3.4917 1.0107 L8 81.83-76.83 -3.3372 0.8389 -3.5925 1.0368 L9 76.83-70.05 -3.5242 0.8821 -3.8119 1.0936 L10 70.05-68.20 -3.5887 0.8971 -3.8881 1.1136 L11 68.20-63.20 -3.6634 0.9144 -3.9748 1.1350 L12 63.20-58.20 -3.8410 1.3831 -4.0727 1.5319 L13 58.20-53.20 -3.9969 1.5994 -4.2036 1.7266 L14 53.20-48.20 -4.1333 1.6541 -4.3525 1.7870 L15 48.20-43.20 -4.2711 1.7093 -4.5023 1.8477 L16 43.20-38.20 -4.4061 1.7634 -4.6491 1.9072 L17 38.20-33.56 -4.4356 2.1417 -4.6619 2.3002 L18 33.56-32.56 -4.1255 1.9146 -4.4462 2.1576 L19 32.56-30.00 -4.3457 2.2286 -4.6031 2.4233 L20 30.00-29.75 -4.4061 2.1864 -4.7859 2.2530 L21 29.75-28.75 -4.4216 2.1941 -4.8030 2.2613 L22 28.75-28.40 -4.4396 2.2030 -4.8225 2.2707 L23 28.40-28.17 -4.4468 2.2066 -4.8304 2.2746 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 22 Section Elevation CPX CPZ CPX CPZ lce Ice ft in in in in L24 28.17-27.92 -4.4528 2.2096 -4.8370 2.2778 L25 27.92-27.67 -4.4592 2.2128 -4.8439 2.2811 L26 27.67-26.83 -4.4924 2.1321 -4.8906 2.1982 L27 26.83-26.58 -4.6016 1.7266 -5.0594 1.7775 L28 26.58-21.58 -4.6636 1.7496 -5.1280 1.8020 L29 21.58-16.58 -4.0136 0.7518 -4.5033 0.8654 L30 16.58-16.46 -3.9421 1.9891 -4.3896 2.0281 L31 16.46-16.21 -3.9456 1.9910 -4.3933 2.0300 L32 16.21-14.00 -3.9700 2.0037 -4.4188 2.0432 L33 14.00-13.75 -3.9943 2.0164 -4.4438 2.0563 L34 13.75-13.21' -4.0044 2.0216 -4.4539 2.0615 L35 13.21-12.96 -4.0127 2.0259 -4.4623 2.0659 L36 12.96-9.04 -3.9960 2.0239 -4.3765 2.0684 L37 9.04-8.79 -3.8644 1.9761 -4.0210 2.0310 L38 8.79-8.25 -3.8716 1.9799 -4.0283 2.0350 L39 8.25-8.00 -3.8787 1.9837 -4.0354 2.0388 L40 8.00-6.00 -3.8993 1.9947 -4.0556 2.0498 L41 6.00-5.69 -3.9203 2.0059 -4.0759 2.0609. L42 5.69-5.44 -3.9298 2.0108 -4.0847 2.0656 L43 5.44-5.19 -3.9332 2.0127 -4.0880 2.0674 L44 5.19-4.42 -4.7524 _ 3.3623 -4.8994 3.3917 L45 4.424.17 -5.0085 3.7814 -5.1528 3.8031 ! L46 4.174.00 -5.0131 3.7850 -5.1571 3.8068 L47 4.00-3.75 -5.0175 3.7885 -5.1613 3.8104 L48 3.75-0.00 4.9880 2.8682 -5.1330 2.9102 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line K. K. Section Record No. Segment No Ice Ice Elev. L1 8 (1)LCF158-50JA(1-5/8)+ 103.25- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 107.00 LCF78-50JA(7/8) L2 8 (1)LCF158-50JA(1-5/8)+ 99.75- 1.0000 1.0000 (1)LCF12-50J(112)+(1) 103.25 LCF78-50JA(7/8) L3 8 (1)LCF158-50JA(1-5/8)+ 94.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 99.75 LCF78-50JA(7/8) L4 8 (1)LCF158-50JA(1-5/8)+ 89.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 94.75 LCF78-50JA(7/8) L5 8 (1)LCF158-50JA(1-5/8)+ 84.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 89.75 LCF78-50JA(7/8) L5 32 MP3-06 Channel 84.75- 1.0000 1.0000 Reinforcement 85.50 L5 33 MP3-06 Channel 84.75- 1.0000 1.0000 Reinforcement 85.50 L5 34 MP3-06 Channel 84.75- 1.0000 1.0000 Reinforcement 85.50 L6 8 (1)LCF158-50JA(1-5/8)+ 82.08- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 84.75 LCF78-50JA(7/8) L6 32 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 84.75 L6 33 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 84.75 L6 34 MP3-06 Channel 82.08- 1.0000 1.0000 tnxTower Report-version 8.0.5.0 July 04, 2019 ' 106..25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 23 Tower Feed Line Description Feed Line K. Ka Section Record No. Segment No Ice Ice Elev. Reinforcement 84.75 L7 8 (1)LCF158-50JA(1-5/8)+ 81.83- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 82.08 LCF78-50JA(7/8) L7 32 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L7 33 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L7 34 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L8 8 (1)LCF158-50JA(1-5/8)+ 76.83- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 81.83 LCF78-50JA(7/8) L8 32 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L8 33 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L8 34 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L9 8 (1)LCF158-50JA(1-5/8)+ 70.05- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 76.83 LCF78-50JA(7/8) L9 32 MP3-06 Channel 70.05- 1.0000 1.0000 Reinforcement 76.83 L9 33 MP3-06 Channel 70.05- 1.0000 1.0000 Reinforcement 76.83 L9 34 MP3-06 Channel 70.05- 1.0000 1.0000 Reinforcement 76.83 1-11 8 (1)LCF158-50JA(1-5/8)+ 63.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 68.20 LCF78-50JA(7/8) 1-11 32 MP3-06 Channel 63.20- 1.0000 1.0000 Reinforcement 68.20 1-11 33 MP3-06 Channel 63.20- 1.0000 1.0000 Reinforcement 68.20 1-11 34 MP3-06 Channel 63.20- 1.0000 1.0000 Reinforcement 68.20 L12 8 (1)LCF158-50JA(1-5/8)+ 58.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 63.20 LCF78-50JA(7/8) L12 32 MP3-06 Channel 58.20- 1.0000 1.0000 Reinforcement 63.20 L12 33 MP3-06 Channel 58.20- 1.0000 1.0000 Reinforcement 63.20 L12 34 MP3-06 Channel 58.20- 1.0000 1.0000 Reinforcement 63.20 L12 44 Bent PL 0.75x9 58.20- 1.0000 1.0000 61.17 L12 45 Bent PL 0.75x9 58.20- 1.0000 1.0000 61.17 L12 46 Bent PL 0.75x9 58.20- 1.0000 1.0000 61.17 L13 8 (1)LCF158-50JA(1-5/8)+ 53.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 58.20 LCF78-50JA(7/8) L13 32 MP3-06 Channel 53.20- 1.0000 1.0000 Reinforcement 58.20 L13 33 MP3-06 Channel 53.20- 1.0000 1.0000 Reinforcement 58.20 L13 34 MP3-06 Channel 53.20- 1.0000 1.0000 Reinforcement 58.20 L13 44 Bent PL 0.75x9 53.20- 1.0000 1.0000 58.20 L13 45 Bent PL 0.75x9 53.20- 1.0000 1.0000 58.20 L13 46 Bent PL 0.75x9 53.20- 1.0000 1.0000 58.20 L14 8 (1)LCF158-50JA(1-5/8)+ 48.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 53.20 . tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 24 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. LCF78-50JA(7/8) L14 32 MP3-06 Channel 48.20- 1.0000 1.0000 Reinforcement 53.20 L14 33 MP3-06 Channel 48.20- 1.0000 1.0000 Reinforcement 53.20 L14 34 MP3-06 Channel 48.20- 1.0000 1.0000 Reinforcement 53.20 L14 44 Bent PL 0.75x9 48.20- 1.0000 1.0000 53.20 L14 45 Bent PL 0.75x9 48.20- 1.0000 1.0000 53.20 L14 46 Bent PL 0.75x9 48.20- 1.0000 1.0000 53.20 L15 8 (1)LCF158-50JA(1-5/8)+ 43.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 48.20 LCF78-50JA(7/8) L15 32 MP3-06 Channel 43.20- 1.0000 1.0000 Reinforcement 48.20 L15 33 MP3-06 Channel 43.20- 1.0000 1.0000 Reinforcement 48.20 L15 34 MP3-06 Channel 43.20- 1.0000 1.0000 Reinforcement 48.20 L15 44 Bent PL 0.75x9 43.20- 1.0000 1.0000 48.20 L15 45 Bent PL 0.75x9 43.20- 1.0000 1.0000 48.20 L15 46 Bent PL 0.75x9 43.20- 1.0000 1.0000 48.20 L16 8 (1)LCF158-50JA(1-5/8)+ 38.20- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 43.20 LCF78-50JA(7/8) L16 32 M133-06 Channel 38.20- 1.0000 1.0000 Reinforcement 43.20 L16 33 MP3-06 Channel 38.20- 1.0000 1.0000 Reinforcement 43.20 L16 34 MP3-06 Channel 38.20- 1.0000 1.0000 Reinforcement 43.20 L16 44 Bent PL 0.75x9 38.20- 1.0000 1.0000 43.20 L16 45 Bent PL 0.75x9 38.20- 1.0000 1.0000 43.20 L16 46 Bent PL 0.75x9 38.20- 1.0000 1.0000 43.20 L17 8 (1)LCF158-50JA(1-5/8)+ 33.56- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 38.20 LCF78-50JA(7/8) L17 32 MP3-06 Channel 33.56- 1.0000 1.0000 Reinforcement 38.20 L17 33 M133-06 Channel 33.56- 1.0000 1.0000 Reinforcement 38.20 L17 34 M133-06 Channel 33.56- 1.0000 1.0000 Reinforcement 38.20 L17 41 PL1x4 Reinforcement- 33.56- 1.0000 1.0000 Wind Area/Weight 37.00 L17 42 PL1x4 Reinforcement- 33.56- 1.0000 1.0000 Wind Area/Weight 37.00 L17 43 PL1x4 Reinforcement- 33.56- 1.0000 1.0000 Wind Area/Weight 37.00 L17 44 Bent PL 0.75x9 33.75- 1.0000 1.0000 38.20 L17 45 Bent PL 0.75x9 33.75- 1.0000 1.0000 38.20 L17 46 Bent PL 0.75x9 33.75- 1.0000 1.0000 38.20 L19 8 (1)LCF158-50JA(1-5/8)+ 30.00- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 32.56 LCF78-50JA(7/8) L19 29 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 tnxTower Report-version 8.0.5.0 July 04, 2019 106.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 25 Tower Feed Line Description Feed Line KB Ka Section Record No. Segment No lce Ice Elev. L19 30 MP3-08 Channel 30.00 1.0000 1.0000 Reinforcement 30.50 L19 31 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L19 32 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.56 L19 33 M133-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.56 L19 34 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.56 L19 38 PL1x7 Reinforcement- 30.00- 1.0000 1.0000 Wind Area/Weight 32.00 L19 39 PL1x7 Reinforcement- 30.00- 1.0000 1.0000 Wind AreaM/eight 32.00 L19 40 PL1x7 Reinforcement- 30.00- 1.0000 1.0000 Wind Area/Weight 32.00 L19 41 PL1x4 Reinforcement- 30.00- 1.0000 1.0000 Wind Area/Weight 32.56 L19 42 PL1x4 Reinforcement- 30.00- 1.0000 1.0000 Wind AreaNVeight 32.56 L19 43 PL1x4 Reinforcement- 30.00- 1.0000 1.0000 Wind Area/Weight 32.56 L20 8 (1)LCF158-50JA(1-5/8)+ 29.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 30.00 LCF78-50JA(7/8) L20 27 LDF4-50A(1/2) 29.75- 1.0000 1.0000 30.00 L20 29 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L20 30 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L20 31 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L20 38 PL1x7 Reinforcement- 29.75- 1.0000 1.0000 Wind Area/Weight 30.00 L20 39 PL1x7 Reinforcement- 29.75- 1.0000 1.0000 Wind Area/Weight 30.00 L20 40 PL1x7 Reinforcement- 29.75- 1.0000 1.0000 Wind Area/Weight 30.00 L20 41 PL1x4 Reinforcement- 29.75- 1.0000 1.0000 Wind AreaM/eight 30.00 L20 42 PL1x4 Reinforcement- 29.75- 1.0000 1.0000 Wind Area/Weight 30.00 L20 43 PL1x4 Reinforcement- 29.75- 1.0000 1.0000 Wind Area/Weight 30.00 L21 8 (1)LCF158-50JA(1-5/8)+ 28.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 29.75 LCF78-50JA(7/8) L21 27 LDF4-50A(112) 28.75- 1.0000 1.0000 29.75 L21 29 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L21 30 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L21 31 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L21 38 PL1x7 Reinforcement- 28.75- 1.0000 1.0000 Wind Area/Weight 29.75 L21 39 PL1x7 Reinforcement- 28.75- 1.0000 1.0000 Wind Area/Weight 29.75 L21 40 PL1x7 Reinforcement- 28.75- 1.0000 1.0000 Wind AreaNVeight 29.75 L21 41 PL1x4 Reinforcement- 28.75- 1.0000 1.0000 Wind Area/Weight 29.75 L21 42 PL1x4 Reinforcement- 28.75- 1.0000 1.0000 Wind Area/Weight 29.75 L21 43 PI-1 x4 Reinforcement- 28.75- 1.0000 1.0000 Wind AreaNVeight 29.75 L22 8 (1)LCF158-50JA(1-5/8)+ 28.40- 1.0000 1.0000 tnxTower Report-version 8.0.5.0 July 04, 2019 • 106.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 26 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. (1)LCF12-50J(1/2)+(1) 28.75 LCF78-50JA(7/8) L22 27 LDF4-50A(1/2) 28.40- 1.0000 1.0000 28.75 L22 29 MP3-08 Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L22 30 MP3-08.Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L22 31 MP3-08 Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L22 38 PL1x7 Reinforcement- 28.40- 1.0000 1.0000 Wind Area/Weight 28.75 L22 39 PL1x7 Reinforcement- 28.40- 1.0000 1.0000 Wind Area/Weight 28.75 L22 40 PL1x7 Reinforcement- 28.40- 1.0000 1.0000 Wind Area/Weight 28.75 L22 41 PL1x4 Reinforcement- 28.40- 1.0000 1.0000 Wind Area/Weight, 28.75 L22 42 PL1x4 Reinforcement- 28.40- 1.0000 1.0000 Wind AreaM/eight 28.75 L22 43 PL1x4 Reinforcement- 28.40- 1.0000 1.0000 Wind Area/Weight 28.75 L23 8 (1)LCF158-50JA(1-5/8)+ 28.17- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 28.40 LCF78-50JA(7/8) L23 27 LDF4-50A(1/2) 28.17- 1.0000 1.0000 28.40 L23 29 MP3-08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L23 30 MP3-08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L23 31 MP3.08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L23 38 PL1x7 Reinforcement- 28.17- 1.0000 1.0000 Wind AreaNVeight 28.40 L23 39 PL1x7 Reinforcement 28.17- 1.0000 1.0000 Wind AreaM/eight 28.40 L23 40 PL1x7 Reinforcement- 28.17' 1.0000 1.0000. Wind Area/Weight 28.40 L23 41 PL1x4 Reinforcement- 28.17- 1.0000 1.0000 Wind Area/Weight 28.40 L23 42 PL1x4 Reinforcement- 28.17- 1.0000 1.0000 Wind Area/Weight 28.40 L23 43 PL1x4 Reinforcement- 28.17- 1-0000 1:0000 Wind Area/Weight 28.40 L24 8 (1).LCF158-50JA(1-5/8)+ 27.92- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 28.17 LCF78-50JA(7/8) L24 27 LDF4-50A(1/2) 27.92- 1.0000 1.0000 . 28.17 L24 29 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L24 30 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L24 31 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L24 38 PL1x7 Reinforcement- 27.92- 1.0000 1.0000 Wind AreaMeight 28.17 L24 39 PL1x7 Reinforcement- 27.92- 1.0000 1.0000 Wind AreaM/eight 28.17 L24 40 PL1x7 Reinforcement- 27.92- 1.0000 1.0000 Wind Area/Weight 28.17 L24 41 PL1x4 Reinforcement- 27.92- 1.0000 1.0000 Wind Area/Weight 28.17 L24 42 PL1x4 Reinforcement- 27.92- 1.0000 1.0000 Wind Area/Weight 28.17 L24 43 PL1x4 Reinforcement- 27.92- 1.0000 1.0000 Wind Area/Weight 28.17 L25 8 (1)LCF158-50JA(1-5/8)+ 27.67- 1.0000 1.0000 tnxTower Report-version 8.0.5.0 I July 04, 2019 108'25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 27 Tower Feed Line Description Feed Line K. Ki Section Record No. Segment No Ice Ice i Elev. (1)LCF12-50J(1/2)+(1) 27.92 LCF78-50JA(7/8) L25 27 LDF4-50A(1/2) 27.67- 1.0000 1.0000 27.92 L25 29 MP3-08 Channel 27.67- 1.0000 1.0000 ! Reinforcement 27.92 L25 30 MP3-08 Channel 27.67- 1.0000 1.0000 Reinforcement 27.92 L25 31 MP3-08 Channel 27.67- 1.0000 1.0000 Reinforcement 27.92 L25 38 PL1x7 Reinforcement- 27.67- 1.0000 1.0000 Wind Area/Weight 27.92 L25 39 PL1x7 Reinforcement- 27.67- 1.0000 1.0000 Wind Area/Weight 27.92 L25 40 PL1x7 Reinforcement- 27.67- 1.0000 1.0000 Wind Area/Weight 27.92 L25 41 PL1x4 Reinforcement- 27.67- 1.0000 1.0000 Wind Area/Weight 27.92 L25 42 PL1x4 Reinforcement- 27.67- . 1.0000 1.0000 Wind Area/Weight 27.92 L25 43 PL1x4 Reinforcement- 27.67- 1.0000 1.0000 Wind Area/Weight 27.92 L26 8 (1)LCF158-50JA(1-5/8)+ 26.83- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 27.67 LCF78-50JA(7/8) L26 27 LDF4-50A(1/2) 26.83- 1.0000 1.0000 27.67 L26 29 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L26 30 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L26 31 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L26 38 PL1x7 Reinforcement- 26.83- 1.0000 1.0000 Wind Area/Weight 27.67 L26 39 PL1x7 Reinforcement- 26.83- 1.0000 1.0000 Wind Area/Weight 27.67 L26 40 PL1x7 Reinforcement- 26.83- 1.0000 1.0000 Wind Area/Weight 27.67 L26 41 PL1x4 Reinforcement- 27.00- 1.0000 1.0000 Wind Area/Weight 27.67 L26 42 PL1x4 Reinforcement- 27.00- 1.0000 1.0000. Wind AreaM/eight 27.67 L26 43 PL1x4 Reinforcement- 27.00- 1.0000 1.0000 Wind AreaMeight 27.67 L27 8 (1)LCF158=50JA(1-5/8)+ 26.58- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 26.83 LCF78-50JA(7/8) L27 27 LDF4-50A(1/2) 26.58- 1.0000 1.0000 26.83 L27 29 MP3-08 Channel 26.58- '1.0000 1.0000 Reinforcement 26.83 L27 30 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L27 31 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L27 38 PL1x7 Reinforcement- 26.58- 1.0000 1.0000 Wind AreaNVeight 26.83 L27 39 PL1x7 Reinforcement- 26.58- 1.0000 1.0000 Wind Area/Weight 26.83 L27 40 PL1x7 Reinforcement- 26.58- 1.0000 1.0000 Wind Area/Weight 26.83 L28 8 (1)LCF158-50JA(1-5/8)+ 21.58- 1.0000 1.0000 (1)LCF12-50J(112)+(1) 26.58 LCF78-50JA(7/8) L28 27 LDF4-50A(1/2) 21.58- 1.0000 1.0000 26.58 L28 29 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 tnxTower Report-version 8.0.5.0 r July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 28 Tower Feed Line Description Feed Line K. Ka Section Record No. Segment No Ice Ice Elev. L28 30 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L28 31 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L28 38 PL1x7 Reinforcement- 21.58- 1.0000 1.0000 Wind AreaANeight 26.58 L28 39 PL1x7 Reinforcement- 21.58- 1.0000 1.0000 Wind Area/Weight 26.58 L28 40 PL1x7 Reinforcement- 21.58- 1.0000 1.0000 Wind Area/Weight 26.58 L29 8 (1)LCF158-50JA(1-5/8)+ 16.58- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 21.58 LCF78-50JA(7/8) L29 27 LDF4-50A(1/2) 16.58- 1.0000 1.0000 21.58 L29 29 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L29 30 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L29 31 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L29 35 M133-08 Channel 16.58- 1.0000 1.0000 Reinforcement 16.88 L29 36 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 20.02 L29 38 PL1x7 Reinforcement- 16.58- 1.0000 1.0000 Wind Area/Weight 21.58 L29 39 PL1x7 Reinforcement- 16.58- 1.0000 1.0000 Wind Area/Weight 21.58 L29 40 PL1x7 Reinforcement- 16.58- 1.0000 1.0000 Wind Area/Weight 21.58 L30 8 (1)LCF158-50JA(1-5/8)+ 16.46- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 16.58 LCF78-50JA(7/8) L30 27 LDF4-50A(1/2) 16.46- 1.0000 1.0000 16.58 L30 29 MP3-08 Channel 16.46- 1.0000 1.0000 Reinforcement 16.58 L30 30 M133-08 Channel 16.46- 1.0000 1.0000 Reinforcement 16.58 L30 31 MP3-08 Channel 16.46- 1.0000 1.0000 Reinforcement 16.58 L30 35 MP3-08 Channel 16.46- 1.0000 1.0000 Reinforcement 16.58 L30 36 MP3-08 Channel 16.46- 1.0000 1.0000 Reinforcement 16.58 L30 38 PL1x7 Reinforcement- 16.46- 1.0000 1.0000 Wind Area/Weight 16.58 L30 39 PL1 x7 Reinforcement- 16.46- 1.0000 1.0000 Wind Area/Weight 16.58 L30 40 PL1x7 Reinforcement- 16.46- 1.0000 1.0000 Wind Area/Weight 16.58 L31 8 (1)LCF158-50JA(1-5/8)+ 16.21 - 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 16.46 LCF78-50JA(7/8), L31 27 LDF4-50A(1/2) 16.21 - 1.0000 1.0000 16.46 L31 29 MP3-08 Channel 16.21 - 1.0000 1.0000 Reinforcement 16.46 L31 30 MP3-08 Channel 16.21 - 1.0000 1.0000 Reinforcement 16.46 L31 31 MP3-08 Channel 16.21 - 1.0000 1.0000 Reinforcement 16.46 L31 35 MP3-08 Channel 16.21 - 1.0000 1.0000 Reinforcement 16.46 L31 36 MP3-08 Channel 16.21 - 1.0000 1.0000 Reinforcement 16.46 L31 38 PL1x7 Reinforcement- 16.21 - 1.0000 1.0000 Wind Area/Weight 16.46 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCl BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 29 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No lce Ice Elev. L31 39 PL1x7 Reinforcement- 16.21- 1.0000 1.0000 Wind AreaNVeight 16.46 L31 40 PL1x7 Reinforcement- 16.21 - 1.0000 1.0000 Wind AreaNVeight 16.46 L32 8 (1)LCF158-50JA(1-5/8)+ 14.00- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 16.21 LCF78-50JA(7/8) L32 27 LDF4-50A(1/2) 14.00- 1.0000 1.0000 16.21 L32 29 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 16.21 L32 30 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 16.21 L32 31 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 16.21 L32 35 MP3-08 Channel 14.00-. 1.0000 1.0000 Reinforcement 16.21 L32 36 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 16.21 L32 38 PL1x7 Reinforcement- 14.00- 1.0000 1.0000 Wind Area/Weight 16.21 L32 39 PL1x7 Reinforcement- 14.00- 1.0000 1.0000 Wind AreaNVeight 16.21 L32 40 PL1x7 Reinforcement- 14.00- 1.0000 1.0000 Wind Area/Weight 16.21 L33 8 (1)LCF158-50JA(1-5/8)+ 13.75- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 14.00 LCF78-50JA(7/8) L33 27 LDF4-50A(1/2) 13.75- 1.0000 1.0000 14.00 L33 29 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L33 30 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L33 31 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L33 35 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L33 36 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L33 38 PL1x7 Reinforcement- 13.75- 1.0000 1.0000 Wind Area/Weight 14.00 L33 39 PL1x7 Reinforcement- 13.75- 1.0000 1.0000 Wind Area/Weight 14.00 L33 40 PL1x7 Reinforcement- 13.75- 1.0000 1.0000 Wind AreaNVeight 14.00 L34 8 (1)LCF158-56JA(1-5/8)+ 13.21 - 1.0000 1.0000 (1)LC F 1 2-50J(1/2)+(1) 13.75 LCF78-50JA(7/8) L34 27 LDF4-50A(1/2) 1321 - 1.0000 1.0000 13.75 L34 29 MP3-08 Channel 13.21 - 1.0000 1.0000 Reinforcement 13.75 L34 30 MP3-08 Channel 13.21 - 1.0000 1.0000 Reinforcement 13.75 L34 31 MP3-08 Channel 13.21- 1.0000 1.0000 Reinforcement 13.75 L34 35 MP3-08 Channel 13.21 - 1.0000 1.0000 Reinforcement 13.75 L34 36 MP3-08 Channel 13.21 - 1.0000 1.0000 Reinforcement 13.75 L34 38 PL1x7 Reinforcement- 13.21 - 1.0000 1.0000 Wind AreaNVeight 13.75 L34 39 PL1x7 Reinforcement.- 13.21 - 1.0000 1.0000 Wind AreaNVeight 13.75 L34 40 PL1x7 Reinforcement- 13.21 - 1.0000 1.0000 Wind AreaNVeight 13.75 L35 8, (1)LCF158-50JA(1-5/8)+ 12.96- 1.0000 1.0000 (1)LCF12-50J(1/2)+(1) 13.21 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 30 Tower' Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. LCF78-50JA(7/8) L35 27 LDF4-50A(1/2) . 12.96- 1.0000 1.0000 13.21 L35 29 MP3-08 Channel 12.96- 1.0000 1.0000 Reinforcement 13.21 L35 30 MP3-08 Channel 12.96- 1.0000 1.0000 Reinforcement 13.21 L35 31 M133-08 Channel 12.96- 1.0000 1.0000 Reinforcement 13.21 L35 35 MP3-08 Channel 12.96- 1.0000 1.0000 . Reinforcement 13.21 L35 36 MP3-08 Channel 12.96- 1.0000 1.0000 Reinforcement 13.21 L35 38 PL1x7 Reinforcement- 12.96- 1.0000 1.0000 Wind AreaANeight 13.21. L35 39 PL1x7 Reinforcement- 12.96- 1.0000 1.0000 Wind Area/Weight 13.21 L35 40 PL1x7 Reinforcement- 12.96- 1.0000 1.0000 Wind Area/Weight 13.21 L36 8 (1)LCF158-50JA(1-5/8)+ 10.00- 1.0000 1.0000 (1)LCF12-50J(1'/2)+(1) 12.96 LCF78-50JA(7/8) L36 27 LDF4-50A(1/2) 10.00- 1.0000 1.0000 12.96 L36 29 MP3-08 Channel 9.04-12.96 1.0000 1.0000 Reinforcement L36 30, MP3-08 Channel 9.04-12.96 1.0000 1.0000 Reinforcement L36 31 MP3-08 Channel 9.04-12.96 1.0000 1.0000 Reinforcement L36 35 MP3-08 Channel 9.04-12.96 1.0000 1.0000 Reinforcement L36 36 MP3-08 Channel 9.04-12.96 1.0000 1.0000 Reinforcement L36 38 PL1x7 Reinforcement- 9.04-12.96 1.0000 1.0000 Wind Area/Weight L36 39 PL1x7 Reinforcement^- 9.04-12.96 1.0000 1.0000 Wind Area/Weight L36 40 PL1x7 Reinforcement- 9.04-12.96 1.0000 11.0000 Wind Area/Weight L37 29 MP3-08 Channel 8.79-9.04 1.0000 1.0000 Reinforcement L37 30 MP3-08 Channel 8.79-9.04 1.0000 1.0000 Reinforcement L37 31 MP3-08 Channel 8.79-9.04 1.0000 1.0000 Reinforcement L37 35 MP3-08 Channel 8.79-9.04 1.0000 1.0000 Reinforcement L37 36 M133-08 Channel 8.79-9.04 1.0000 1.0000 Reinforcement L37 38 PL1x7 Reinforcement- 8.79-9.04 1.0000 1.0000 Wind Area/Weight L37 39 PL1x7 Reinforcement- 8.79-9.04 1.0000 1.0000 Wind AreaNVeight L37 40 PL1x7 Reinforcement- 8.79-9.04 1.0000 1.0000 Wind Area/Weight L38 29 MP3-08 Channel 8.25-8.79 1.0000 1.0000 Reinforcement L38 30 MP3-08 Channel 8.25-8.79 1.0000 1.0000 Reinforcement L38 31 MP3-08 Channel 8.25-8.79 1.0000 1.0000 Reinforcement L38 35 MP3-08 Channel 8.25-8.79 1.0000 1.0000 Reinforcement L38 36 MP3-08 Channel 8.25-8.79 1.0000 1.0000 Reinforcement L38 38 PL1x7 Reinforcement- 8.25-8.79 1.0000 1.0000 'Wind AreaMeight L38 39 PL1x7 Reinforcement- 8.25-8.79 1.0000 1.0000 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural,Analysis CCl BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 31 Tower Feed Line Description Feed Line Ka K. Section Record No. Segment No Ice Ice Elev, Wind Area/Weight L38 40 PL1x7 Reinforcement- 8.25-8.79 1.0000 1.0000 Wind Area/Weight L39 29 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L39 30 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L39 31 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L39 35 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L39 36 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L39 38 PL1x7 Reinforcement- 8.00-8.25 1.0000 1.0000 Wind Area/Weight L39 39 PL1x7 Reinforcement- 8.00-8.25 1.0000 1.0000 Wind Area/Weight L39 40 PL1x7 Reinforcement 8.00-8.25 1.0000 1.0000 Wind Area/Weight L40 29 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L40 30 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L40 31 M133-08 Channel 6.00-8.00 1.0000 1.0000. Reinforcement L40 35 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L40 36 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L40 38 PL1x7 Reinforcement- 6.00-8.00 1.0000 1.0000 Wind Area/Weight L40 39 PL1x7 Reinforcement- 6.00-8.00 1.0000 1.0000 Wind AreaMeight L40 40 PL1x7 Reinforcement- 6.00-8.00 1.0000 1.0000 Wind Area/Weight L41 29 MP3-08 Channel 5.69-6.00 1.0000 1.0000 Reinforcement L41 30 MP3-08 Channel 5.69-6.00 1.0000 1.0000 Reinforcement L41 31 MP3-08 Channel 5.69-6.00 1.0000 1.0000 Reinforcement L41 35 MP3-08 Channel 5.69-6.00 1.0000 1.0000 Reinforcement L41 36 MP3-08 Channel 5.69-6.00 1.0000 1.0000 Reinforcement L41 38 PL1x7 Reinforcement- 5.69-6.00 1.0000 1.0000 Wind Area/Weight L41 39 PL1x7 Reinforcement- 5.69-6.00 1.0000 1.0000 Wind Area/Weight L41 40 PL1x7 Reinforcement- 5.69-6.00 1.0000 1.0000 Wind Area/Weight L42 29 MP3-08 Channel 5.44-5.69 1.0000 1.0000 Reinforcement L42 30 MP3-08 Channel 5.44-5.69 1.0000 1.0000 Reinforcement L42 31 MP3-08 Channel 5.44-5.69 1.0000 1.0000 Reinforcement L42 35 M133-08 Channel 5.44-5.69 1.000.0 1.0000 Reinforcement L42 36 MP3-08 Channel 5.44-5.69 1.0000 1.0000 Reinforcement L42 38 PL1x7 Reinforcement- 5.44-5.69 1.0000 1.0000 Wind Area/Weight L42 39 PL1x7 Reinforcement- 5.44-5.69 1.0000 1.0000 Wind Area/Weight L42 40 PL1x7 Reinforcement- 5.44-5.69 1.0000 1.0000 Wind Area/Weight L43 29 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 32 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L43 30 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L43 31 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L43 35 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L43 36 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L43 38 PL1x7 Reinforcement- 5.19-5.44 1.0000 1.0000 Wind AreaANeight L43 39 PL1x7 Reinforcement- 5.19-5.44 1.0000 1.0000 Wind Area/Weight L43 40 PL1x7 Reinforcement- 5.19-5.44 1.0000 1.0000 Wind Area/Weight L44 29 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement L44 30 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement L44 31 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement L44 35 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement L44 36 MP3-08 Channel 5.02-5.19 1.0000 1.0000 Reinforcement L44 38 PL1x7 Reinforcement- 4.42-5.19 1.0000 1.0000 Wind Area/Weight L44 39 PL1x7 Reinforcement- 4.42-5.19 1.0000 1.0000 Wind Area/Weight L44 40 PL1x7 Reinforcement- 4.42-5.19 1.0000 1.0000 Wind Area/Weight L45 29 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L45 30 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L45 31 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L45 35 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L45 38 PL1x7 Reinforcement- 4.17-4.42 1.0000 1.0000 Wind AreaANeight L45 39 PL1x7 Reinforcement- 4.17-4.42 1.0000 1.0000 Wind AreaANeight L45 40 PL1x7 Reinforcement- 4.17-4.42 1.0000 1.0000 Wind AreaANeight L46 29 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L46 30 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L46 31 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L46 35 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L46 38 PL1x7 Reinforcement- 4.00-4.17 1.0000 1.0000 Wind AreaANeight L46 39 PL1x7 Reinforcement- 4.00-4.17 1.0000 1.0000 Wind AreaANeight L46 40 PL1x7 Reinforcement- 4.00-4.17 1.0000 1.0000 Wind AreaANeight L47 29 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L47 30 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L47 31 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L47 35 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L47 88 PL1x7 Reinforcement- 3.75-4.00 1.0000 1.0000 Wind Area/Weight L47 39 PL1x7 Reinforcement- 3.75-4.00 1.0000 1.0000 tnxTower Report-version 8.0.5.0 July 04, 2019 108725 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 33 Tower Feed Line Description Feed Line K. Ka Section Record No. Segment No Ice Ice Elev. Wind Area/Weight L47 40 PL1x7 Reinforcement- 3.75-4.00 1.0000 1.0000 Wind Area/Weight L48 29 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L48 30 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L48 31 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L48 35 M_P3-08 Channel 1.88-3.75 1.0000 1.0000 Reinforcement L48 38 PL1x7 Reinforcement- 0.00-3.75 1.0000 1.0000 Wind AreaMeight L48 39 PL1x7 Reinforcement- 0.00-3.75 1.0000 1.0000 Wind Area/Weight L48 40 PL1x7 Reinforcement- 0.00-3.75 1.0000 1'.0000 Wind Area/Weight, Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft -107... Side Arm Mount[SO 702- A From Face 0.00 0.0000 107.00 No Ice 1.00 1.43 0.03 1] 0.00 1/2" 1.25 2.05 0.04 0.00 Ice 1.50 2.67 0.05 1"Ice 2.00 3.91 0.07 2"Ice Side Arm Mount[SO 702- C From Face 0.00 0.0000 107.00 No Ice 1.00 1.43 0.03 1] 0.00 1/2" 1.25 2.05 0.04 0.00 Ice 1.50 2.67 0.05 1"Ice 2.00 3.91 0.07 2"Ice 4'x2"Mount Pipe A From Face 6.06 0.0000 107.00 No Ice 0.87 0.87 0.01 0.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"Ice 1.90 1.90 0.06 2"Ice 4'x2"Mount Pipe C From Face 6.00 0.0000 107.00 No Ice 0.87 0.87 0.01 0.00 1/2" 1.11 1.11 0.02 0.00 Ice 1.36 1.36 0.03 1"ice 1.90 1.90 0.06 2"Ice DB810E-PS A From Face 6.00 0.0000 107.00 No Ice 4.42 4.42 0.04 0.00 1/2" 5.93 5.93 0.07 12.00 Ice 7.46 7.46 0.11 1"Ice 10.56 10.56 0.22 2"Ice DS7A08F36U-N C From Face 6.00 0.0000 107.00 No Ice 3.27 3.27 0.03 0.00 1/2" 4.39 4.39 0.05 10.00 Ice 5.53 5.53 0.08 1"Ice 7.03 7.03 0.17 2"Ice CP00732 A From Face 6.00 0.0000 107.00 No Ice 0.32 0.32 0.01 0.00 1/2" 0.40 0.40 0.01 12.00 Ice 0.48 0.48 0.02 1"Ice 0.68 0.68 0.03 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 34 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight. or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 2"Ice ***102*** Site Pro 1 RMQP-xxx+ C None 0.0000 102.00 No Ice 23.14 21.40 1.95 PRK-1245+HRK12 12.5' 1/2" 28.17 26.44 2.34 Platform with Handrails Ice 33.23 31.60 2.85 and Kickers 1"Ice 43.26 41.56 3.50 2"Ice 8'x2"Mount Pipe A From Leg 3.00 0.0000 102.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice 8'x2"Mount Pipe B From Leg 3.00 0.0000 102.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice 8'x2"Mount Pipe C From Leg 3.00 0.0000 102.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice X7CAP-480-V w/Mount A From Leg 3.00 0.0000 102.00 No Ice 6.60 4.73 0.05 Pipe -6.00 1/2" 7.02 5.39 0.10 3.00 Ice 7.44 6.04 0.17 1"Ice 8.31 7.38 0.31 2"Ice X7CAP-480-V w/Mount B From Leg 3.00 0.0000 102.00 No Ice 6.60 4.73 0.05 Pipe -6.00 1/2" 7.02 5.39 0.10 3.00 Ice 7.44 6.04 0.17 V Ice 8.31 7.38 0.31 2"Ice X7CAP-480-V w/Mount C From Leg 3.00 0.0000 102.00 No Ice 6.60 4.73 0.05 Pipe -6.00 1/2" 7.02 5.39 0.10 3.00 Ice 7.44 6.04 0.17 1"Ice 8.31 7.38 0.31 2"Ice SBNHH-1 D65A w/Mount A From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0.05 Pipe -2.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice 4.31 3.68 0.31 2"Ice SBNHH-1 D65A w/Mount B From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0.05 Pipe -2.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice 4.31 3.68 0.31 2"Ice SBNHH-1D65Aw/Mount C From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0.05 Pipe -2.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice 4.31 3.68 0.31 2"Ice SBNHH-1 D65A w/Mount A From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0.05 Pipe 0.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice 4.31 3.68 0.31 2"Ice SBNHH-1D65Aw/-Mount B From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0:05 Pipe 0.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice 4.31 3.68 0.31 2"Ice SBNHH-1 D65A w/Mount C From Leg 3.00 0.0000 102.00 No Ice 3.04 2.45 0.05 Pipe 0.00 1/2" 3.34 2.75 ! 0.10 3.00 Ice 3.65 3.05 0.16 tnxTower Report-version 8.0.5.0 July 04, 2019 108:25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 35 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ` ft 1"Ice 4.31 3.68 0.31 2"Ice AIRSCALE DUAL RRH A From Leg 3.00 0.0000 102.00 No Ice 2.23 1.39 0.07 4T4R 135/13 320W 0.00 1/2" 2.42 1.55 0.09 3.00 Ice 2.62 1.72 0.11 1"Ice 3.05 2.08 0.16 2"Ice AIRSCALE DUAL RRH B From Leg 3.00 0.0000 102.00 No Ice 2.23 1.39 0.07 4T4R 135/13 320W 0.00 1/2" 2.42 1.55 0.09 3.00 Ice 2.62 1.72 0.11 1"Ice 3.05 2.08 0.16 2"Ice AIRSCALE DUAL RRH C From Leg 3.00 0.0000 102.00 No Ice 2.23 1.39 0.07 4T4R 135/13 320W 0.00 1/2" 2.42 1.55 0.09 3.00 Ice 2.62 1.72 0.11 1"Ice 3.05 2.08 0.16 2"Ice AIRSCALE DUAL RRH A From Leg 3.00 0.0000 102.00 No Ice 2.23 1.34 0.08 4T4R B2/66A 320W 0.00 1/2" 2.42 1.50 0.10 3.00 Ice 2.62 1.67 0.12 1"Ice 3.05 2.02 0.17 2"Ice AIRSCALE DUAL RRH B From Leg 3.00 0.0000 102.00 No Ice 2.23 1.34 0.08 4T4R 132/66A 320W 0.00 1/2" 2.42 1.50 0.10 3.00 Ice 2.62 1.67 0.12 1"Ice 3.05 2.02 0.17 2"Ice AIRSCALE DUAL,RRH C From Leg 3.00 0.0000 102.00 No Ice 2.23 1.34 0.08 4T4R B2/66A 320W 0.00 1/2" 2.42) 1.50 0.10 3.00 Ice 2.62 1.67 0.12 1"Ice 3.05 2.02 0.17 2"Ice RXXDC-3315-PF-48 A From Leg. 3.00 0.0000 102.00 No Ice 3.36 2.19 0.03 0.00 1/2" 3.60 2.39 0.06 3.00 Ice 3.84 2.61 0.09 1"Ice 4.34 3.05 0.17 2"Ice RXXDC-3315-PF-48 B From Leg 3.00 0.0000 102.00 No Ice 3.36 2.19 0.03 0.00 1/2" 3.60 2.39 0.06 3.00 Ice 3.84 2.61 0.09 1"Ice 4.34 3.05 0.17 2"Ice RXXDC-3315-PF-48 C From Leg 3.00 0.0000 102.00 No Ice 3.36 2.19 0.03 0.00 1/2" 3.60 2.39 0.06 3.00 Ice 3.84 2.61 0.09 1"Ice 4.34 3.05 0.17 2"Ice -88- Site Pro 1 RMQP-496-HK C None 0.0000 88.00 No Ice 21.17 19.65 1.49 +HRK12 12.5'Platform 1/2" 25.84 24.18 1.83 With Handrails Ice 30.51 28.79 2.29 1"Ice 39.85 37.77 2.85 2"Ice (4)8'x2"Mount Pipe A From Face 3.00 0.0000 88.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice (4)8'x2"Mount Pipe B From Face 3.00 0.0000 88.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2..73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice (4)8'x2"Mount Pipe C From Face 3.00 0.0000 88.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 tnxTower Report-version 8.0.5.0 July 04, 2019 " 108*25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 36 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft it ftZ ft2 K ft ° ft 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice ERICSSON AIR 21 B4A A From Face 3.00 0.0000 88.00 No Ice 6.08 4.29 0.09 B2P -2.00 1/2" 6.45 4.64 0.13 2.00 Ice 6.82 4.99 0.18 1"Ice 7.60 5.72 0.29 2"Ice ERICSSON AIR 21 134A B From Face 3.00 0.0000 88.00 No Ice 6.08 4.29 0.09 B2P -2.00 1/2" 6.45 4.64 0.13 2.00 Ice 6.82 4.99 0.18 1"Ice 7.60 5.72 0.29 2"Ice ERICSSON AIR 21 B4A C From Face 3.00 0.0000 88.00 No Ice 6.08 4.29 0.09 B2P -2.00 1/2" 6.45 4.64 0.13 2.00 Ice 6.82 4.99 0.18 1"Ice 7.60 5.72 0.29 2"Ice ERICSSON AIR 21 132A A From Face 3.00 0.0000 88.00 No Ice 6.09 4.30 0.09 B4P 2.00 1/2" 6.46 4.65 0.13 2.00 Ice 6.84 5.00 0.18 1"Ice 7.61 5.74 0.29 2"Ice ERICSSON AIR 21 62A B From Face 3.00 0.0000 88.00 No Ice 6.09 4.30 0.09 B4P 2.00 1/2" 6.46 4.65 0.13 2.00 Ice 6.84 5.00 0.18 1"Ice 7.61 5.74 6.29 2"Ice ERICSSON AIR 21 62A C From Face 3.00 0.0000 88.00 No Ice 6.09 4.30 0.09 B4P 2.00 1/2" 6.46 4.65 0.13 2.00 Ice 6.84 5.00 0.18 1"Ice 7.61 5.74 0.29 2"Ice APXVAARR24_43-U-NA20 A From Face 3.00 0.0000 88.00 No Ice 14.67 5.32 0.15 -6.00 1/2" 15.43 5.99 0.27 2.00 Ice 16.21 6.68 0.39 1"Ice 17.81 8.08 0.66 2"Ice APXVAARR24_43-U-NA20 B From Face 3.00 0.0000 88.00 No Ice 14.67 5.32 0.15 -6.00 1/2" 15.43 5.99 0.27 2.00 Ice 16.21 6.68 0.39 1"Ice 17.81 8.08 0.66 2"Ice APXVAARR24_43-U-NA20 C From Face 3.00 0.0000 88.00 No Ice 14.67 5.32 0.15 -6.00 1/2" 15.43 5.99 0.27 2.00 Ice 16.21 6.68 0.39 1"Ice 17.81 8.08 0.66 2"Ice KRY 112 144/1 A From Face 3.00 0.0000 88.00 No Ice 0.35 0.17 0.01 0.00 1/2" 0.43 0.23 0.01 2.00 Ice 0.51 0.30 0.02 1"Ice 0.70 0.46 0.03 2"Ice KRY 112 144/1 B From Face 3.00 0.0000 88.00 No Ice 0.35 0.17 0.01 0.00 1/2" 0.43 0.23 0.01 2.00 Ice 0.51 0.30 0.02 1"Ice 0.70 0.46 0.03 2"Ice KRY 112 144/1 C From Face 3.00 0.0000 88.00 No Ice 0.35 0.17 0.01 0.00 1/2" 0.43 0.23 0.01 2.00 Ice 0.51 0.30 0.02 1"Ice 0.70 0.46 0.03 2"Ice RADIO 4449 B121B71 A From Face 3.00 0.0000 88.00 No Ice 1.65 1.30 0.08 0.00 1/2" 1.81 1.44 0.09 tnxTower Report-version 8.0.5.0 July 04, 2019 1 OS.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 37 1 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft It ftz ftz K It ° ft 2.00 Ice 1.98 1.60 0.11 1"Ice 2.34 1.92 0.16 2"Ice RADIO 4449 612/671 B From Face 3.00 0.0000 88.00 No Ice 1.65 1.30 0.08 0.00 1/2" 1.81 1.44 0.09 2.00 Ice 1.98 1.60 0.11 1"Ice 2.34 1.92 0.16 2"Ice RADIO 4449 B12/B71 C From Face 3.00 0.0000 88.00 No Ice 1.65 1.30 0.08 0.00 1/2" 1.81 1.44 0.09 2.00 Ice 1.98 1.60 0.11 1"Ice 2.34 1.92 0.16 2"Ice "'78'** Site Pro 1 RMQP-)=+ C None 0.0000 78.00 No Ice 21.17 19.65 1.49 HRK12 12.5'Platform with 1/2" 25.84 24.18 1.83 Handrails Ice 30.51 28.79 2.29 1"Ice 39.85 37.77 2.85 2"Ice 8'x2"Mount Pipe A From Face 3.00 0.0000 78.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice 8'x2"Mount Pipe B From Face 3.00 0.0000 78.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice 8'x2"Mount Pipe C From Face 3.00 0.0000 78.00 No Ice 1.90 1.90 0.03 6.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40, 3.40 0.06 1"Ice 4.40 4.40 0.12 2"Ice AAHC w/Mount Pipe A From Face 3.00 0.0000 78.00 No Ice 4.41 2.69 0.12 -6.00 1/2" 4.73 3.08 0.16 0.00 Ice 5.06 3.49 0.20 1"Ice 5.74 4.36 0.31 2"Ice AAHC w/Mount Pipe B From Face 3.00 0.0000 78.00 No Ice 4.41 2.69 0.12 -6.00 1/2" 4.73 3.08 0.16 0.00 Ice 5.06 3.49 0.20 1"Ice 5.74 4.36 0.31 2"Ice AAHC w/Mount Pipe C From Face 3.00 0.0000 78.00 No Ice 4.41 2.69 0.12 -6.00 1/2" 4.73 3.08 0.16 0.00 Ice 5.06 3.49 0.20 1"Ice 5.74 4.36 0.31 2"Ice APXVBBLL15X_43-C-120 A From Face 3.00 0.0000 78.00 No Ice 8.07 4.53 0.11 w/Mount Pipe 0.00 1/2" 8.60 5.00 0.19 0.00 Ice 9.14 5.49 0.28 1"Ice 10.25 6.49 0.50 2"Ice APXVBBLL15X_43-C-120 B From Face 3.00 0.0000 78.00 No Ice 8.07 4.53 0.11 w/Mount Pipe 0.00 1/2" 8.60 5.00 0.19 0.00 Ice 9.14 5.49 0.28 1"Ice 10.25 6.49 0.50 2"Ice APXVBBLL15X_43-C-120 C From Face 3.00 0.0000 78.00 No Ice 8.07 4.53 0.11 w/Mount Pipe 0.00 1/2" 8.60 5.00 0.19 0.00 Ice 9.14 5.49 0.28 1"Ice 10.25 6.49 0.50 2"Ice (2)80OMHZ 2X50W RRH A From Face 3.00 0.0000 78.00 No Ice 2.13 1.77 0.05 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 38 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft It ft2 ft2 K It ft 0.00 1/2" 2.32 1.95 0.07 0.00 Ice 2.51 2.13 0.10 1"Ice 2.92 2.51 0.16 2"Ice (2)80OMHZ 2X50W RRH B From Face 3.00 0.0000 78.00 No Ice 2.13 1.77 0.05 0.00 1/2" 2.32 1.95 0.07 0.00 Ice 2.51 2.13 0.10 1"Ice 2.92 2.51 0.16 2"Ice (2)80OMHZ 2X50W RRH C From Face 3.00 0.0000 78:00 No Ice 2.13 1.77 0.05 0.00 1/2" 2.32 1.95 0.07 0.00 Ice 2.51 2.13 0.10 1"Ice 2.92 2.51 0.16 2"Ice PCS 190OMHZ 4X45W- A From Face 3.00 0.0000 78.00 No Ice 2.32 2.24 0.06 65MHZ 0.00 1/2" 2.53 2.44 0.08 0.00 Ice 2.74 2.65 0.11 1"Ice 3.19 3.09 0.17 2"Ice PCS 190OMHZ 4X45W- B From Face 3.00 0.0000 78.00 No Ice 2.32 2.24 0.06 65MHZ 0.00 1/2" 2.53 2.44 0.08 0.00 Ice 2.74 2.65 0.11 1"Ice 3.19 3.09 0.17 2"Ice PCS 190OMHZ 4X45W- C From Face 3.00 0.0000 78.00 No Ice 2.32 2.24 0.06 65MHZ 0.00 1/2" 2.53 2.44 0.08 0.00 Ice 2.74 2.65 0.11 1"Ice 3.19 3.09 0.17 2"Ice *"70"' T-Arm Mount[TA 602-31 C None 0.0000 70.00 No Ice 11.59 11.59 0.77 1/2" 15.44 15.44 0.99 Ice 19.29 19.29 1.21 1"Ice 26.99 26.99 1.64 2"Ice (2)NNHH-65A-R4 w/ A From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice 7.27 4.48 0.41 2"Ice (2)NNHH-65A-R4 w/ B From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice 7.27 4.48 0.41 2"Ice (2)NNHH-65A-R4 w/ C From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 023 1"Ice 7.27 4.48 0.41 2"Ice NNHH-65A-R4 w/Mount A From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Pipe 2.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice 7.27 4.48 0.41 2"Ice NNHH-65A-R4 w/Mount B From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Pipe 2.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice 7.27 4.48 0.41 2"Ice NNHH-65A-R4 w/Mount C From Face 3.00 0.0000 70.00 No Ice 5.66 3.05 0.09 Pipe 2.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice 7.27 4.48 0.41 2"Ice tnxTower Report-version 8.0.5.0 July 04, 2019 10925 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 39 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft RRH4X25-WCS A From Face 3.00 0.0000 70.00 No Ice 3.16 2.38 0.07 0.00 1/2" 3.40 2.60 0.10 0.00 Ice 3.65 2.82 0.13 1"Ice 4.18 3.30 0.20 2"Ice RRH4X25-WCS B From Face 3.00 0.0000 70.00 No Ice 3.16 2.38 0.07 0.00 1/2" 3.40 2.60 0.10 0.00 Ice 3.65 2.82 0.13 1"Ice 4.18 3.30 0.20 2"Ice RRH4X25-WCS C From Face 3.00 0.0000 70.00 No Ice 3.16 2.38 0.07 0.00 1/2" 3.40 2.60 0.10 0.00 Ice 3.65 2.82 0.13 1"Ice 4.18 3.30 0.20 2"Ice DC6-48-60-18-8F A From Face 1.00 0.0000 70.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 0.00 Ice 1.64 1.64 0.06 1"Ice 2.04 2.04 0.11 2"Ice DC6-48-60-18-8F B From Face 1.00 0.0000 70.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 0.00 Ice 1.64 1.64 0.06 1"Ice 2.04 2.04 0.11 2"Ice B25 RRH4X30 A From Face 3.00 0.0000 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice B25 RRH4X30 B From Face 3.00 0.0000 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice B25 RRH4X30 C From Face 3.00 0.0000 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice 3.01 2.50 0.16 2"Ice BAND 5 AHCA RRH4X40 A From Face 3.00 0.0000 70.00 No Ice 1.31 0.75 0.04 0.00 1/2" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice 1.93 1.25 0.10 2"Ice BAND 5 AHCA RRH4X40 B From Face 3.00 0.0000 70.00 No Ice 1.31 0.75 0.04 0.00 1/2" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice 1.93 1.25 0.10 2"Ice BAND 5 AHCA RRH4X40 C From Face 3.00- 0.0000 70.00 No Ice 1.31 0.75 0.04 0.00 1/2" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice 1.93 1.25 0.10 2"Ice AHLBA A From Face 3.00 0.0000 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 1"Ice 4.71 3.18 0.24 2"Ice AHLBA B From Face 3.00 0.0000 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 1"Ice 4.71 3.18 0.24 2"Ice tnxTower Report-version 8.0.5.0 July 04, 2019 10d.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 40 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ftz ftz K ft ° ft AHLBA C From Face 3.00 0.0000 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 1"Ice 4.71 3.18 0.24 2"Ice "*30... Pipe Mount[PM 601-1] A From Face 0.50 0.0000 30.00 No Ice 3.00 0.90 0.07 0.00 1/2" 3.74 1.12 0.08 0.00 Ice 4.48 1.34 0.09 1"Ice 5.96 1.78 0.12 2"Ice GPS-TMG-26NMS A From.Face 1.00 0.0000 30.00 No Ice 0.13 0.13 0.00 0.00 1/2" 0.18 0.18 0.00 0.00 Ice 0.24 0.24 0.01 1"Ice 0.37 0.37 0.01 2"Ice Aero Bridge Stiffener A From Leg 0.50 0.0000 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Aero Bridge Stiffener B From Leg 0.50 0.0000 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Aero Bridge Stiffener C From Leg 0.50 0.0000 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Aero Bridge Stiffener A From Leg 0.50 0.0000 70.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Aero Bridge Stiffener B From Leg 0.50 0.0000 70.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Aero Bridge Stiffener C From Leg 0.50 0.0000 70.00 No Ice 8.88 1.44 0.34 0.00 1/2"/ 9.56 2.63 0.37 0.00 Ice 10.23 3.84 0.41 1"Ice 11.55 5.45 0.51 2"Ice Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice tnxTower Report-version 8.0.5.0 July 04, 2019 109.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 41 Comb. Description No. 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 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp' 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n it Type Load Moment Moment No Comb. K kip-ft kip-ft L1 108.25- Pole Max Tension 9 0.00 0.00 0.00 103.25 Max.Compression 26 -1.02 1.39 -0.42 Max.Mx 20 -0.38 9.14 -0.09 Max.My 14 -0.34 0.25 -9.48 Max.Vy 22 -1.10 8.55 4.73 Max.Vx 14 1.22 0.25 -9.48 Max.Torque 25 2.06 L2 103.25- Pole Max Tension 1 0.00 0.00 0.00 99.7497 Max.Compression 26 -8.61 1.41 -0.48 Max.Mx 20 -3.84 30.19 -0.15 Max.My 14 -3.73 0.31 -31.94 tnxTower Report-version 8.0.5.0 July 04, 2019 ` 10£II 25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 42 sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No Comb. K kip-ft kip-ft Max.Vy 8 5.55 -29.39 0.01 Max.Vx 14 6.07 0.31 -31.94 Max.Torque 13 -2.17 L3 99.7497- Pole Max Tension 1 0.00 0.00 0.00 94.7497 Max.Compression 26 -9.04 1.44 -0.58 Max.Mx 20 -4.06 58.64 -0.23 Max.My 14 -3.92 0.40 -63.51 Max.Vy 8 5.84 -57.84 0.05 Max.Vx 14 6.57 0.40 -63.51 Max.Torque 13 -2.34 L4 94.7497- Pole Max Tension 1 0.00 0.00 0.00 89.7497 Max.Compression 26 -9.49 1.46 -0.68 Max.Mx 20 -4.31 88.61 -0.30 Max.My 14 -4.16 0.47 -97.69 Max.Vy 22 -6.30 86.10 49.24 Max.Vx 14 7.11 0.47 -97.69 Max.Torque 13 -2.51 L5 89.7497- Pole Max Tension 1 0.00 0.00 0.00 84.7497 Max.Compression 26 -17.51 1.49 -0.80 Max.Mx 20 -7.96 144.33 -0.38 Max.My 14 -7.75 0.55 -158.87 Max.Vy 8 12.05 -143.56 0.13 Max.Vx 14 13.28 0.55 -158.87 Max.Torque 13 -2.63 L6 84.7497- Pole Max Tension 1 0.00 0.00 0.00 82.08 Max.Compression 26 -17.92 1.53 -0.87 Max.Mx 20 -8.17 176.78 -0.42 Max.My 14 -7.96 0.59 -194.91 Max.Vy 8 12.34 -176.08 0.15 Max.Vx 14 13.74 0.59 -194.91 Max.Torque 13 -2.71 L7 82.08- Pole Max Tension 1 0.00 0.00 0.00 81.83 Max.Compression 26 -17.98 1.54 -0.88 Max.Mx 20 -8.23 179.86 -0.42 Max.My 14 -8.02 0.59 -198.34 Max.Vy 8 12.36 -179.17 0.15 Max.Vx 14 13.77 0.59 -198.34 Max.Torque 13 -2.72 L8 81.83- Pole Max Tension 1 0.00 0.00 0.00 76.83 Max.Compression 26 -27.08 1.62 -1.03 Max.Mx 20 -13.27 248.11 -0.50 Max.My 14 -13.00 0.66 -274.97 Max.Vy 8 17.53 -247.83 0.19 Max.Vx 14 19.31 0.66 -274.97 Max.Torque 13 -2.88 L9 76.83- Pole Max Tension 1 0.00 0.00 0.00 70.0459 Max.Compression 26 -28.06 1.69 -1.16 Max.Mx 8 -13.90 -312.23 0.22 Max.My 14 -13.64 0.72 -346.25 Max.Vy 8 18.00 -312.23 0.22 Max.Vx 14 20.01 0.72 -346.25 Max.Torque 13 -3.00 L10 70.0459- Pole Max Tension 1 0.00 0.00 0.00 68.2034 Max.Compression 26 -38.05 1.79 -1.18 Max.Mx 8 -19.27 412.06 0.29 Max..My 14 -18.96 0.80 -457.00 Max.Vy 8 23.18 -412.06 0.29 Max.Vx 14 25.56 0.80 -457.00 Max.Torque 13 -3.14 1-11 68.2034- Pole Max Tension 1 0.00 0.00 0.00 63.2034 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 43 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ti Max.Compression 26 -39.60 1.89 -1.36 Max.Mx 8 -20.41 -529.54 0.33 Max.My 14 -20.09 0.87 -587.15 Max.Vy 8 23.84 -529.54 0.33 Max.Vx 14 26.52 0.87 -587.15 Max.Torque 13 -3.31 L12 63.2034- Pole Max Tension 1 0.00 0.00 0.00 58.2034 Max.Compression 26 -41.55 2.13 -1.62 Max.Mx 8 -21.82 -650.43 0.31 Max.My 14 -21.51 1.04 -722.36 Max.Vy 8 24.58 -650.43 0.31 Max.Vx 14 27.56 1.04 -722.36 Max.Torque 13 -3.50 L13 58.2034- Pole Max Tension 1 0.00 0.00 0.00 53.2034 Max.Compression 26 -43.76 2.46 -1.93 Max.Mx 8 -23.44 -774.98 0.26 Max.My 14 -23.13 1.27 -862.86 Max.Vy 8 25.33 -774.98 0.26 Max.Vx 14 28.63 1.27 -862.86 Max.Torque 13 -3.70 L14 53.2034- Pole Max Tension 1 0.00 0.00 0.00 48.2034 Max.Compression 26 -46.00 2.80 -2.26 Max.Mx 8 -25.09 -903.28 0.20 Max.My 14 -24.80 1.50 -1008.66 Max.Vy 8 26.08 -903.28 0.20 Max.Vx 14 29.68 1.50 -1008.66 Max.Torque 13 -3.91 L15 48.2034- Pole Max Tension 1 0.00 0.00 0.00 43.2034 Max.Compression 26 -48.26 3.16 -2.59 Max.Mx 8 -26.77 -1035.34 0.13 Max.My 14 -26.51 1.74 -1159.66 Max.Vy 8 26.84 -1035.34 0.13 Max.Vx 14 30.71 1.74 -1159.66 Max.Torque 13 -4.12 L16 43.2034- Pole Max Tension 1 0.00 0.00 0.00 38.2034 Max.Compression 26 -50.54 3.52 -2.94 Max.Mx 8 -28.49 -1171.15 0.07 Max.My 14 -28.26 1.99 -1315.76 Max.Vy 8 27.59 -1171.15 0.07 Max.Vx 14 31.72 1.99 -1315,76 Max.Torque 13 -4.33 L17 38.2034- Pole Max Tension 1 0.00 0.00 0.00 33.5598 Max.Compression 26 -50.79 3.56 -2.97 Max.Mx 8 -28.68 -1185.32 0.06 Max.My 14 -28.45 2.01 -1332.09 Max.Vy 8 27.66 -1185.32 0.06 Max.Vx 14 31.81 2.01 -1332.09 Max.Torque 13 -4.36 L18 33.5598- Pole Max Tension 1 0.00 0.00 0.00 32.5598 Max.Compression 26 -54.46 3.92 -3.32 Max.Mx 8 -31.46 -1329.26 0.01 Max.My 14 -31.24 2.22 -1498.31 Max.Vy 8 28.52 -1329.26 0.01 Max.Vx 14 32.95 2.22 -1498.31 Max.Torque 13 -4.59 L19 32.5598-30 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.63 4.04 -3.46 Max.Mx 8 -32.31 -1402.68 -0.01 Max.My 14 -32.11 2.28 -1583.28 Max.Vy 8 28.90 -1402.68 -0.01 Max.Vx 14 33.44 2.28 -1583.28 Max.Torque 13 -4.70 tnxTower Report-version 8.0.5.0 } July 04, 2019 108'25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 44 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No Comb. K kip-ft kip-ft L20 30-29.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.89 4.25 -3.38 Max.Mx 8 -32.50 -1409.80 0.04 Max.My 14 -32.31 2.40 -1591.61 Max.Vy 8 29.04 -1409.80 0.04 Max.Vx 14 33.55 2.40 -1591.61 Max.Torque 13 -4.75 L21 29.75- Pole Max Tension 1 0.00 0.00 0.00 28.75 Max.Compression 26 -56.42 4.35 -3.49 Max.Mx 8 -32.89 -1438.86 -0.05 Max.My 14 -32.70 2.43 -1625.31 Max.Vy 8 29.20 -1438.86 -0.05 Max.Vx 14 33.75 2.43 -1625.31 Max.Torque 13 -4.79 L22 28.75-28.4 Pole Max Tension 1 0.00 U0 0.00 Max.Compression 26 -56.61 4.38 -3.52 Max.Mx 8 -33.04 -1449.07 -0.08 Max.My 14 -32.86 2.43 -1637.15 Max.Vy 8 29.25 -1449.07 -0.08 Max.Vx 14 33.81 2.43 -1637.15 Max.Torque 13 -4.81 L23 28.4-28.17 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.74 4.40 -3.55 Max.Mx 8 -33.14 -1455.79 -0.11 Max.My 14 -32.95 2.44 -1644.94 Max.Vy 8 29.28 -1455.79 -0.11 Max.Vx 14 33.85 2.44 -1644.94 Max.Torque 13 -4.82 L24 28.17- Pole Max Tension 1 0.00 0.00 0.00 27.92 Max.Compression 26 -56.88 4.43 -3.57 Max.Mx 8 -33.24 -1463.10 -0.13 Max.My 14 -33.06 2.45 -1653.43 Max.Vy 8 29.32 -1463.10 -0.13 Max.Vx 14 33.90 2.45 -1653.43 Max.Torque 13 -4.83 L25 27.92- Pole Max Tension 1 0.00 0.00 0.00 27.67 Max.Compression 26 -57.01 4.45 -3.60 Max.Mx 8 -33.35 -1470.42 -0.15 Max.My 14 -33.16 2.45 -1661.92 Max.Vy 8 29.35 -1470.42 -0.15 Max.Vx 14 33.95 2.45 -1661.92 Max.Torque 13 -4.84 L26 27.67- Pole Max Tension 1 0.00 0.00 0.00 26.83 Max.Compression 26 -57.47 4.53 -3.69 Max.Mx 8 -33.69 -1495.08 -0.23 Max.My 14 -33.51 2.47 -1690.56 Max.Vy 8 29.49 -1495.08 -0.23 Max.Vx 14 34.12 2.47 -1690.56 Max.Torque 13 -4.87 L27 26.83- Pole Max Tension 1 0.00 0.00 0.00 26.58 Max.Compression 26 -57.61 4.55 -3.71 Max.Mx 8 -33.80 -1502.44 -0.25 Max.My 14 -33.62 2.48 -1699.11 Max.Vy 8 29.52 -1502.44 -0.25 Max.Vx 14 34.16 2.48 -1699.11 Max.Torque 13 -4.88 L28 26.58- Pole Max Tension 1 0.00 0.00 0.00 21.58 Max.Compression 26. -60.33 5.00 -4.22 Max.Mx 8 -35.94 -1651.60 -0.72 Max.My 14 -35.79 2.60 -1872.51 Max.Vy 8 30.27 -1651.60 -0.72 Max.Vx 14 35.10 2.60 -1872.51 Max.Torque 13 -5.08 tnxTower Report-version 8.0.5.0 July 04, 2019 10925 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 45 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n It Type Load Moment Moment No Comb. K kip-ft kip-ft L29 21.58- Pole Max Tension 1 0.00 0.00 0.00 16.58 Max.Compression 26 -63.26 5.30 -4.55 Max.Mx 8 -38.28 -1804.50 -1.05 Max.My 14 -38.16 2.61 -2050.38 Max.Vy 8 30.98 -1804.50 -1.05 Max.Vx 14 36.01 2.61 -2050.38 Max.Torque 13 -5.23 L30 16.58- Pole Max Tension 1 0.00 0.00 0.00 16.46 Max.Compression 26 -63.34 5.31 -4.56 Max.Mx 8 -38.36 -1808.21 -1.06 Max.My 14 -38.24 2.62 -2054.71 Max.Vy 8 30.99 -1808.21 -1.06 Max.Vx 14 36.02 2.62 -2054.71 Max.Torque 13 -5.24 L31 16.46- Pole Max Tension 1 0.00 0.00 0.00 16.21 Max.Compression 26 -63.51 5.35 -4.58 Max.Mx 8 -38.49 -1815.93 -1.07 Max.My 14 -38.37 2.63 -2063.73 Max.Vy 8 31.02 -1815.93 -1.07 Max.Vx 14 36.07 2.63 -2063.73 Max.Torque 13 -5.25 L32 16.21-14 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -64.96 5.66 -4.73 Max.Mx 8 -39.64 -1884.62 -1.23 Max.My 14 -39.54 2.78 -2143.94 Max.Vy 8 31.34 -1884.62 -1.23 Max.Vx 14 36.47 2.78 -2143.94 Max.Torque 13 -5.34 L33 14-13.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -65.12 5.69 -4.75 Max.Mx 8 -39.78 -1892.43 -1.24 Max.My 14 -39.69 2.79 -2153.07 Max.Vy 8 31.37 -1892.43 -1.24 Max.Vx 14 36.50 2.79 -2153.07 Max.Torque 13 -5.35 L34 13.75- Pole Max Tension 1 0.00 0.00 0.00 13.21 Max.Compression 26 -65.52 5.77 -4.79 Max.Mx 8 -40.11 -1909.34 -1.28 Max.My 14 -40.01 2.83 -2172.83 Max.Vy 8 31.45 -1909.34 -1.28 Max.Vx 14 36.60 2.83 -2172.83 Max.Torque 13 -5.37 L35 13.21 - Pole Max Tension 1 0.00 0.00 0.00 12.96 Max.Compression 26 -65.71 5.81 -4.81 Max.Mx 8 -40.26 -1917.18 -1.30 Max.My 14 -40.17 2.85 -2181.99 Max.Vy 8 31.48 -1917.18 -1.30 Max.Vx 14 36.65 2.85 -2181.99 Max.Torque 13 -5.38 L36 12.96-9.04 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -68.57 6.36 -5.06 Max.Mx 8 -42.64 -2041.28 -1.57 Max.My 14 -42.57 3.11 -2327.11 Max.Vy 8 32.06 -2041.28 -1.57 Max.Vx 14 37.35 3.11 -2327.11 Max.Torque 13 -5.53 L37 9.04-8.79 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -68.74 6.40 -5.07 Max.Mx 8 -42.79 -2049.27 -1.58 Max.My 14 -42.73 3.13 -2336.46 Max.Vy 8 32.08 -2049.27 -1.58 Max.Vx 14 37.36 3.13 -2336.46 Max.Torque 13 -5.54 L38 8.79-8.25 Pole Max Tension 1 0.00 0.00 0.00 tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 46 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max.Compression 26 -69.10 6.47 -5.10 Max.Mx 8 -43.09 -2066.56 -1.62 Max.My 14 -43.04 3.17 -2356.67 Max.Vy 8 32.16 -2066.56 -1.62 Max.Vx 14 37.44 3.17 -2356.67 Max.Torque 13 -5.55 L39 8.25-8 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -69.26 6.51 -5.11 Max.Mx 8 -43.23 -2074.58 -1.64 Max.My 14 -43.18 3.18 -2366.04 Max.Vy 8 32.19 -2074.58 -1.64 Max.Vx 14 37.47 3.18 -2366.04 Max.Torque 13 -5.56 L40 8-6 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -70.56 6.79 -5.20 Max.Mx 8 -44.31 -2139.03 -1.77 Max.My 14 -44.27 3.32 -2441.29 Max.Vy 8 32.49 -2139.03 -1.77 Max.Vx 14 37.74 3.32 -2441.29 Max.Torque 13 -5.61 L41 6-5.69 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -70.76 6.83 -5.22 Max.Mx 8 -44.49 -2149.08 -1.79 Max.My 14 -44.45 3.35 -2453.00 Max.Vy 8 32.52 -2149.08 -1.79 Max.Vx 14 37.77 3.35 -2453.00 Max.Torque 13 -5.62 L42 5.69-5.44 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -70.94 6.87 -5.23 Max.Mx 8 -44.65 -2157.18 -1.81 Max.My 14 -44.62 3.36 -2462.46 Max.Vy 8 32.56 -2157.18 -1.81 Max.Vx 14 37.80 3.36 -2462.46 Max.Torque 13 -5.63 L43 5.44-5.19 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -71.13 6.90 -5.24 Max.Mx 8 -44.81 -2165.30 -1.82 Max.My 14 -44.78 . 3.38 -2471.92 Max:Vy 8 32.60 -2165.30 -1.82 Max.Vx 14 37.84 3.38 -2471.92 Max.Torque 13 -5.63 1-44 5.19-4.42 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -71.68 7.05 -5.31 Max.Mx 8 -45.28 -2190.34 -1.91 Max.My 14 -45.25 3.46 -2501.15 Max.Vy 8 32.72 -2190.34 -1.91 Max.Vx 14 37.95 3.46 -2501.15 Max.Torque 13 -5.66 L45 4.42-4.17 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -71.83 7.10 -5.34 Max.Mx 8 -45.41 -2198.48 -1.93 Max.My 14 -45.38 3.49 -2510.66 Max.Vy 8 32.75 -2198.48 -1.93 Max.Vx 14 37.97 3.49 -2510.66 Max.Torque 13 -5.67 L46 4.17-4 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -71.93 7.13 -5.36 Max.Mx 8 -45.50 -2204.02 -1.95 Max.My 14 -45.48 3.51 -2517.13 Max.Vy 8 32.77 -2204.02 -1.95 Max.Vx 14 37.99 3.51 -2517.13 Max.Torque 13 -5.67 L47 4-3.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -72.09 7.18 -5.39 Max.Mx 8 -45.63 -2212.18 -1.98 Max.My 14 -45.61 3.54 -2526.66 Max.Vy 8 32.81 -2212.18 -1.98 Max.Vx 14 38.03 3.54 -2526.66 Max.Torque 13 -5.68 tnxTower Report-version 8.0.5.0 July 04, 2019 1 Oe25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 47 Sectio Elevation Component Condition Gov. Axial MajorAxis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L48 3.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -74.39 7.72 -5.75 Max.Mx 8 -47.63- -2335.84 -2.39 Max.My 14 -47.63 3.83' -2670.45 Max.Vy 8 33.38 -2335.84 -2.39 Max.Vx 14 38.53 3.83 -2670.45 Max.Torque 13 -5.78 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z' Load K K K Comb. Pole Max.Vert 26 74.39 0.00 -0.00 Max.H. 21 35.73 31.99 0.03 Max.H. 2 47.65 0.03 38.23 Max.Mx 2 2643.78 0.03 38.23 Max.M. 8 2335.84 -33.36 -0.03 Max.Torsion 25 5.78 20.01 34.58 Min.Vert 17 35.73 15.97 -27.63 Min.Hx 9 35.73 -33.36 -0.03 Min.H. 14 47.65 -0.03 -38.51 Min.Mx 14 -2670.45 -0.03 -38.51 Min.M, 20 -2287.48 31.99 0.03 Min.Torsion 13 -5.78 -20.26 -35.01 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment M, K K K kip-ft kip-ft kip-ft Dead Only 39.71 0.00 0.00 1.94 3.17 -0.00 1.2 Dead+1.0 Wind 0 deg- 47.65 -0.03 -38.23 -2643.78 3.87 -4.45 No Ice 0.9 Dead+1.0 Wind 0 deg- 35.73 -0.03 -38.23 -2623.89 2.90 -4.45 No Ice 1.2 Dead+1.0 Wind 30 deg- 47.65 16.65 -28.82 -2021.39 -1165.97 -1.52 No Ice 0.9 Dead+1.0 Wind 30 deg- 35.73 16.65 -28.82 -2006.11 -1157.77 -1.52 No Ice 1.2 Dead+1.0 Wind 60 deg- 47.65 28.88 -16.62 -1166.03 -2022.37 -0.64 No Ice 0.9 Dead+1.0 Wind 60 deg- 35.73 28.88 -16.62 -1157.46 -2007.46 -0.64 No Ice 1.2 Dead+1.0 Wind 90 deg- 47.65 33.36 0.03 2.39 -2335.84 0.41 No Ice 0.9 Dead+1.0 Wind 90 deg- 35.73 33.36 0.03 1.80 -2318.48 0.41 No Ice 1.2 Dead+1.0 Wind 120 deg 47.65 32.45 18.72 1306.36 -2257.21 2.91 -No Ice 0.9 Dead+1.0 Wind 120 deg 35.73 32.45 18.72 1295.60 -2240.55 2.92 -.No Ice 1.2 Dead+1:0 Wind 150 deg 47.65 20.26- 35.01 2380.51 -1370.63 5.78 -No Ice 0.9 Dead+1.0 Wind 150 deg 35.73 20.26 35.01 2361.60 -1361.03 5.78 -No Ice 1.2 Dead+1.0 Wind 180 deg 47.65 0.03 38.51 2670.45 3.83 4.45 -No Ice' 0.9 Dead+1.0 Wind 180 deg 35.73 0.03 38.51 2649.19 2.84 4.45 -No Ice - 1.2 Dead+1.0 Wind 210 deg 47.65 -15.97 27.63 1977.54 1145.65 1.52 tnxTower Report-version 8.0.5.0 July 04, 2019 " 108:25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 48 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M,, Moment,M. K K K kip-ft kip-ft kip-ft -No Ice 0.9 Dead+1.0 Wind 210 deg 35.73 -15.97 27.63 1961.32 1135.63 1.52i -No Ice 1.2 Dead+1.0 Wind 240 deg 47.65 -27.69 15.94 1142.72 1981.52 0.64 -No Ice 0.9 Dead+1.0 Wind 240 deg 35.73 -27.69 15.94 1133.09 1964.90 0.64 -No Ice 1.2 Dead+1.0 Wind 270 deg 47.65 -31.99 -0.03 2.34 2287.48 -0.41 -No Ice 0.9 Dead+1.0 Wind 270 deg 35.73 -31.99 -0.03 1.73 2268.44 -0.41 No Ice 1.2 Dead+1.0 Wind 300 deg 47.65 -31.31 -18.07 -1274.65 2218.16 -2.91 -No Ice 0.9 Dead+1.0 Wind 300 deg 35.73 -31.31 -18.07 -1265.22 2199.78 -2.91 -No Ice 1.2 Dead+1.0 Wind 330 deg 47.65 -20.01 -34.58 -2365.99 1372.66 -5.78 -No Ice 0.9 Dead+1.0 Wind 330 deg 35.73 -20.01 -34.58 -2348.31 1361.12 -5.78 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 74.39 -0.00 0.00 5.75 7.72 -0.00 1.2 Dead+1.0 Wind 0 74.39 -0.00 -7.05 512.04 7.47 -1.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 74.39 3.02 -5.23 -393.05 -223.19 -0.42 deg+1.0 Ice+1.0Temp 1.2 Dead+1.0 Wind 60 74.39 5.24 -3.02 -224.66 -391.95 -0.19 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 74.39 6.06 0.00 5.48 -453.60 0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 74.39 5.92 3.41 258.26 -430.69 0.71 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0.Wind 150 74.39 3.76 6.50 470.03 -260.56 1.38 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 74.39 0.00 7.10 527.17 8.12 1.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 74.39 -2.92 5.05 397.10 234.41 0.42 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 74.39 -5.06 2.91 231.91 399.98 0.19 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 74.39 -5.85 -0.00 6.13 460.46 -0.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 74.39 -5.75 -3.31 -242.44 438.99 -0.71 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 74.39 -3.73 -6.44 -456.92 275.27 -1.38 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg,-Service 39.71 -0.01 -7.11 -488.24 3.23 -0.84 Dead+Wind 30 deg-Service 39.71 3.10 -5.37 -373.73 -213.95 -0.29 Dead+Wind 60 deg-Service 39.71 5.38 -3.10 -214.94 -372.93 -0.12 Dead+Wind 90 deg-Service 39.71 6.22 0.01 1.97 -431.13 0.08 Dead+Wind 120 deg- 39.71 6.04 3.48 243.53 -415.63 0.55 Service Dead+Wind 150 deg- 39.71 3.77 6.51 442.57 -251.42 1.08 Service Dead+Wind 180 deg- 39.71 0.01 7.16 496.25 3.22 0.84 Service Dead+Wind 210 deg- 39.71 -2.98 5.15 368.65 215.19 0.29 Service Dead+Wind 240 deg- 39.71 -5.16 2.97 213.67 370.36 0.12 Service Dead+Wind 270 deg- 39.71 -5.96 -0.01 1.96 427.16 -0.08 Service Dead+Wind 300 deg- 39.71 -5.83 -3.36 -234.58 41139 -0.55 Service Dead+Wind 330 deg- 39.71 -3.72 -6.43 -436.80 256.82 -1.08 Service Solution Summary tnxTower Report-version 8.0.5.0 July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 49 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb, K K K K K K 1 0.00 -39.71 0.00 0.00 39.71 0.00 0.000% 2 -0.03 -47.65 -38.23 0.03 47.65 38.23 0.000% 3 -0.03 -35.73 -38.23 0.03 35.73 38.23 0.000% 4 16.65 -47.65 -28.82 -16.65 47.65 28.82 0.000% 5 16.65 -35.73 -28.82 -16.65 35.73 28.82 0.000% 6 28.88 -47.65 -16.62 -28.88 47.65 16.62 0.000% 7 28.88 -35.73 -16.62 -28.88 35.73 16.62 0.000% 8 33.36 -47.65 0.03 -33.36 47.65 -0.03 0.000% 9 33.36 -35.73 0.03 -33.36 35.73 -0.03 0.000% 10 32.45 -47.65 18.72 -32.45 47.65 -18.72 0.000% 11 32.45 -35.73 18.72 -32.45 35.73 -18.72 0.000% 12 20.26 -47.65 35.01 -20.26 -47.65 -35.01 0.000% 13 20.26 -35.73 35.01 -20.26 35.73 -35.01 0.000% 14 0.03 -47.65 38.51 -0.03 47.65 -38.51 0.000% 15 0.03 -35.73 38.51 -0.03 35.73 -38.51 0.000% 16 -15.97 -47.65 27.63 15.97 47.65 -27.63 0.000% 17 -15.97 -35.73 27.63 15.97 35.73 -27.63 0.000% 18 -27.69 -47.65 15.94 27.69 47.65 -15.94 0.000% 19 -27.69 -35.73 15.94 27.69 35.73 -15.94 0.000% 20 -31.99 -47.65 -0.03 31.99 47.65 0.03 0.000% 21 -31.99 -35.73 -0.03 31.99 35.73 0.03 0.000% 22 -31.31 -47.65 -18.07 31.31 47.65 18.07 0.000% 23 -31.31 -35.73 -18.07 31.31 35.73 18.07 0.000% 24 -20.01 -47.65 -34.58 20.01 47.65 34.58 0.000% 25 -20.01 -35.73 -34.58 20.01 35.73 34.58 0.000% 26 0.00 -74.39 0.00 0.00 74.39 -0.00 0.000% 27 -0.00 -74.39 -7.05 0.00 74.39 7.05 0.000% 28 3.02 -74.39 -5.23 -3.02 74.39 5.23 0.000% 29 5.24 -74.39 -3.02 -5.24 74.39 3.02 0.000% 30 6.06 -74.39 0.00 -6.06 74.39 -0.00 0.000% 31 5.92 -74.39 3.41 -5.92 74.39 -3.41 -0.000% 32 3.76 -74.39 6.50 -3.76 74.39 -6.50 0.000% 33 0.00 -74.39 7.10 -0.00 74.39 -7.10 0.000% 34 -2.92 -74.39 5.05 2.92 74.39 -5.05 0.000% 35 -5.06 -74.39 2.91 5.06 74.39 -2:91 0.000% 36 -5.85 -74.39 -0.00 5.85 74.39 0.00 0.000% 37 -5.75 -74.39 -3.31 5.75 74.39 3.31 0.000% 38 -3.73 -74.39 -6.44 3.73 74.39 6.44 0.000% 39 -0.01 -39.71 -7.11 0.01 39.71 7.11 0.000% 40 3.10 -39.71 -5.37 -3.10 39.71 5.37 0.000% 41 5.38 -39.71 -3.10 -5.38 39.71 3.10 0.000% 42 6.22 -39.71 0.01 -6.22 39.71 -0.01 0.000% 43 6.04 -39.71 3.48 -6.04 39.71 -3.48 0.000% 44 3.77 -39.71 6.51 -3.77 39.71 -6.51 0.000% 45 0.01 -39.71 7.16 -0.01 39.71 -7.16 0.000% 46 -2.98 -39.71 5.15 2.98 39.71 -5.15 0.000% 47 -5.16 -39.71 2.97 5.16 39.71 -2.97 0.000% 48 -5.96 -39.71 -0.01 5.96 39.71 0.01 ' 0.000% 49 -5.83 -39.71 -3.36 5.83 39.71 3.36 0.000% 50 -3.72 -39.71 -6.43 3.72 39.71 6.43 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00031474 3 Yes 5 0.00000001 0.00014212 4 Yes 6 0.00000001 0.00004934 5 Yes 5 0.00000001 0.00056453 ' 6 Yes 6 0.00000001 0.00005312 7 Yes 5 0.00000001 0.00060833 8 Yes 5 0.00000001 0.00006816 9 Yes 4 0.00000001 0.00092977 tnxTower Report-version 8.0.5.0 July 04, 2019 108'25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 50 10 Yes 6 0.00000001 0.00006759 11 Yes 5 0.00000001 0.00076693 12 Yes 6 0.00000001 0.00005904 13 Yes 5 0.00000001 0.00066465 14 Yes 5 0.00000001 0.00031808 15 Yes 5 0.00000001 0.00014326 16 Yes 6 0.00000001 0.00005422 17 Yes 5 0.00000001 0.00062279 18 Yes 6 0.00000001 0.00004999 19 Yes 5 0.00000001 0.00057332 20 Yes 5 0.00000001 0.00007006 21 Yes 4 0.00000001 0.00096578 22 Yes 6 0.00000001 0.00005699 23 Yes 5 0.00000001 0.00064713 24 Yes 6 0.00000001 0.00007470 25 Yes 5 0.00000001 0.00084377 26 Yes 4 0.00000001 0.00054717 27 Yes 6 0.00000001 0.00012406 28 Yes 6 0.00000001 0.00011485 29 Yes 6 0.00000001 0.00011482 30 Yes 6 0.00000001 0.00011335 31 Yes 6 0.00000001 0.00012560 32 Yes 6 0.00000001 0.00013151 33 Yes 6 0.00000001 0.00012794 34 Yes 6 0.00000001 0.00011893 35 Yes 6 0.00000001 0.00011912 36 Yes 6 0.00000001 0.00011653 37 Yes 6 0.00000001 0.00012621 38 Yes 6 0.00000001 0.00013148 39 Yes 4 0.00000001 0.00042976 40 Yes 4 0.00000001 0.00037739 41 Yes 4 0.00000001 0.00041762 42 Yes 4 0.00000001 0.00023969 43 Yes 4 0.00000001 0.00062064 l 44 Yes 4 0.00000001 0.00055175 45 Yes 4 0.00000001 0.00043578 46 Yes 4 0.00000001 0.00045611 47 Yes 4 0.00000001 0.60038400 48 Yes 4 0.00000001 0.00023926 49 Yes 4 0.00000001 0.00046203 50 Yes 4 0.00000001 0.00078525 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. L1 108.25-103.25 12.660 44 1.1848 0.0218 L2 103.25-99.7497 11.426 44 1.1780 0.0195 L3 99.7497- 10.569 44 1.1616 0.0174 94.7497 L4 94.7497- 9.396 44 1.0791 0.0124 89.7497 L5 89.7497- 8.317 44 0.9802 0.0086 84.7497 L6 84.7497-82.08 7.347 44 0.8677 0.0057 L7 82.08-81.83 6.881 44 0.7994 0.0044 L8 81.83-76.83 6.839 44 0.7978 0.0044 L9 76.83-70.0459 6.023 44 0.7609 0.0038 L10 73.2034- 5.456 44 0.7308 0.0035 68.2034 L11 68.2034- 4.704 44 0.7013 0.0032 63.2034 L12 63.2034- 3.995 44 0.6518 0.0028 58.2034 L13 58.2034- 3.341 44 0.5974 0.0024 53.2034 L14 53.2034 i 2.746 44 0.5381 0.0021 tnxTower Report-version 8.0.5.0 July 04, 2019 " 1 Oe25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 51 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° 1 48.2034 L15 48.2034- 2.215 44 0.4755 0.0018 43.2034 L16 43.2034- 1.751 44 0.4111 0.0015 38.2034 - L17 38.2034- 1.355 44 0.3444 0.0012 33.5598 L18 37.6894- 1.318 44 0.3375 0.0011 32.5598 L19 32.5598-30 0.973 44 0.3013 0.0010 L20 30-29.75 0.819 44 .0.2724 0.0009 L21 29.75-28.75 0.805 44 0.2697 0.0009 L22 28.75-28.4 0.750 44 0.2587 0.0008 L23 28.4-28.17 0.731 44 0.2553 0.0008 L24 28.17-27.92 0.719 44 0.2530 0.0008 L25 27.92-27.67 0.705 44 0.2505 0.0008 L26 27.67-26.83 0.692 44 0.2481 0.0008 L27 26.83-26.58 0.649 44 0.2398 0.0008 L28 26.58-21.58 0.637 44 0.2375 0.0008 L29 21.58-16.58 0.413 44 0.1908 0.0006 L30 16.58 16.46 0.238 44 0.1431 0.0004 L31 16.46-16.21 0.234 44 0.1419 0.0004 L32 16.21-14 0.227 44 0.1396 0.0004 L33 14-13.75 0.167 44 0.1185 0.0003 L34 13.75-13.21 0.161 44 0.1162 0.0003 L35 13.21-12.96 0.148 44 0.1121 0.0003 L36 12.96-9.04 0.142 44 0.1103 0.0003 L37 9.04-8.79 0.067 44 0.0744 0.0002 L38 8.79-8.25 0.063 44 0.0721 0.0002 L39 8.25-8 0.055 44 0.0671 0.0002 L40 8-6 0.051 44 0.0647 0.0002 L41 6-5.69 0.028 44 0.0458 0.0001 L42 5.69-5.44 0.025 44 0:0429 0.0001 L43 5.44-5.19 0.023 44 0.0413 0.0001 L44 5.19-4.42 0.021 44 0.0396 0.0001 L45 4.42-4.17 0.015 44 0.0342 0.0001 L46 4.17-4 0.013 44 0.0317 0.0001 L47 4-3.75 0.012 44 0.0301 0.0001 L48 3.75-0 0.011 44 0.0276 0.0001 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft 107.00 Side Arm Mount[SO 702-1] 44 12.351 1.1835 0.0212 15320 102.00 Site Pro 1 RMQP-)=+PRK- 44 11.119 1.1750 0.0189 9717 1245+HRK12 12.5'Platform with Handrails and Kickers 88.00 Site Pro 1 RMQP-496-HK+ 44 7.965 0.9467 0.0076 2589 HRK12 12.5'Platform with Handrails 78.00 Site Pro 1 RMQP-)=+HRK12 44 6.210 0.7708 0.0040 7141 12.5'Platform with Handrails 70.00 T-Arm.Mount[TA 602-3] 44 4.970 0.7126 0.0033 7769 30.00 Pipe Mount[PM 601-11 44 0.819 0.2724 0.0009 5501 Maximum Tower Deflections - Design Wind tnxTower Report-version 8.0.5.0 July 04, 2019 906..25 Ft Monopole Tower Structural Analysis CC/BU No 8.06579 Project Number 400087, Order 49443Z Revision 0 Page 52 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 108.25-103.25 68.324 12 6.3905 0.1162 L2 103.25-99.7497 61.668 12 6.3570 0.1043 L3 99.7497- • 57.049 12 6.2712 0.0926 94.7497 L4 94.7497- 50.720 12 5.8318 0.0661 89.7497 L5 89.7497- 44.902 12 5.3003 0.0460 84.7497 L6 84.7497-82.08 39.670 12 4.6912 0.0304 L7 82.08-81.83 37.153 12 4.3217 0.0235 L8 81.83-76.83 36.927 12 4.3129 0.0233 L9 76.83-70.0459 32.521 12 4.1135 0.0203 L10 73.2034- 29.462 12 3.9503 0.0184 68.2034 L11 68.2034- 25.399 12 3.7907 0.0169 63.2034 L12 63.2034- 21.572 12 3.5230 0.0148 58.2034 L13 58.2034- 18.039 12 3.2287 0.0129 53.2034 L14 53.2034- 14.827 12 2.9079 0.0111 48.2034 L15 48.2034- 11.961 12 2.5692 0.0094 43.2034 L16 43.2034- 9.454 12 2.2213 0.0077 38.2034 L17 38.2034- 7.317 12 1.8603 0.0062 33.5598 L18 37.6894- 7.119 12 1.8232 0.0060 32.5598 L19 32.5598-30 5.253 12 1.6272 0.0053 L20 30-29.75 4.423 12 1.4712 0.0047 L21 29.75-28.75 4.346 12 1.4564 0.0046 L22 28.75-28.4 4.047 12 1.3973 0.0044 L23 28.4-28.17 3.946 12 1.3786 0.0043 L24 28.17-27.92 3.880 12 1.3663 0.0043 L25 27.92-27.67 3.808 12 1.3529 0.0043 L26 27.67-26.83 3.738 12 1.3397 0.0042 L27 26.83-26.58 3.506 12 1.2951 0.0040 L28 26.58-21.58 3.439 12 1.2827 0.0040 L29 21.58-16.58 2.228 12 1.0300 0.0031 L30 16.58-16.46 1.285 12 0.7725 0.0023 L31 16.46-16.21 1.265 12 0.7664 0.0023 L32 16.21.-14 1.226 12 0.7535 0.0022 L33 14-13.75 0.903 12 0.6399 0.0019 L34 13.75-13.21 0.870 12 0.6272 0.0018 L35 13.21 -12.96 0.800 12 0.6051 0.0017 L36 12.96-9.04 0.769 12 0.5953 0.0017 L37 9.04-8.79 0.360 12 0.4019 0.0011 L38 8.79-8.25 0.339 12 0.3892 0.0011 L39 8.25-8 0.296 12 0.3620 0.0010 L40 8-6 0.278 12 0.3492 0.0010 L41 6-5.69 0.153 12 0.2472 0.0007 L42 5.69-5.44 0.137 12 0.2315 0.0006 L43 5.44-5.19 0.125 12 0.2229 0.0006 L44 5.19-4.42 0.114 12 0.2135 0.0006 L45 4.42-4.17 0.082 12 0.1845 0.0005 L46 4.17-4 0.073 12 0.1714 0.0005 L47 4-3.75 0.067 12 0.1625 0.0004 L48 3.75-0 0.059 12 0.1492 0.0004 Critical Deflections and Radius of Curvature - Design Wind tnxTower Report-version 8.0.5.0 July 04, 2019 10$:25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 53 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature It Comb. in ft 107.00 Side Arm Mount[SO 702-1] 12 66.659 6.3839 0.1135 3134 102.00 Site Pro 1 RMQP-xxx+PRK- 12 60.010 6.3416 0.1008 1947 1245+HRK12 12.5'Platform with Handrails and Kickers 88.00 Site Pro 1 RMQP-496-HK+ 12 42.999 5.1190 0.0406 489 HRK12 12.5'Platform with Handrails 78.00 Site Pro 1 RMQP-xxx+HRK12 12 33.533 4.1669 0.0211 1338 12.5'Platform with Handrails 70.00 T-Arm Mount[TA 602-3] 12 26.836 3.8519 0.0175 1452 30.00 Pipe Mount{PM 601-1] 12 4.423 1.4712 0.0047 1019 Compression Checks Pole Design Data Section Elevation Size L Lu Kl/r A P �Pn Ratio No. Pu ft ft ft in2 K K �Pn L1 108.25-- TP12x12x0.375 5.00 0.00 0.0 13.695 -0.34 431.40 0.001 103.25(1) 4 L2 103.25- TP12xl2x0.375 3.50 0.00 0.0 13.695 -3.70 431.40 0.009 99.7497(2) 4 L3 99.7497- TP13.5587x12x0.1875 5.00 0.00 0.0 8.0729 -3.89 472.26 0.008 94.7497(3) L4 94.7497- TP15.1174x13.5587x0.18 5.00 0.00 0.0 9.0140 -4.12 527.32 0.008 89.7497(4) 75 L5 89.7497- TP16.6762x15.1174x0.18 5.00 0.00 0.0 9.9550 -7.70 582.37 0.013 84.7497(5) 75 L6 84.7497- TP17.5084xl6.6762x0.18 2.67 0.00 0.0 10.457 -7.91 611.76 0.013 82.08(6) 75 5. L7 82.08-81.83 TP17.5864xl7.5084x0.83 0.25 0.00 0.0 45.167 -7.97 2642.30 0.003 (7) 75 5 L8 81.83-76.83 TP19.1451x17.58644.76 5.00 0.00 0.0 45.133 -12.94 2640.33 0.005 (8) 25 9 L9 76.83- TP21.26x19.1451x0.7125 6.78 0.00 0.0 44.882 -13.58 2625.64 0.005 70.0459(9) 8 L10 70.0459- TP21.0529xl9.9007x0.80 5.00 0.00 0.0 52.562 -18.90 3074.93 0.006 68.2034(10) 63 9 1-11 68.2034'- TP22.2052x21.0529x0.75 5.00 0.00 0.0 52.230 -20.04' 3055.51 0.007 63.2034(11) 63 9 L12 63.2034- TP23.3575x22.2052x0.73 5.00 0.00 0.0 53.276 -21.45 3116.67 0.007 58.2034(12) 13 4 L13 58.2034- TP24.5098x23.3575x0.69 5.00 0.00 0.0 53.202 -23.07 3112.32• 0.007 53.2034(13) 38 1 L14 53.2034- TP25.6621x24.50984.66 5.00 0.00 0.0 53.820 -24.74 3148.47 0.008. 48.2034(14) 88 0 L15 48.2034- TP26.8144x25.6621x0.65 5.00 0.00 0.0 55.275 -26.45 3233.61 0.008 43.2034(15) 63 4 L16 43.2034- TP27.9666x26.8144x0.63 5.00 0.00 0.0 55.562 -28.20 3250.41 0.009 38.2034(16) 13 6 L17 38.2034- TP29.0368x27.9666x0.63 4.64 0.00 10.0 55.803 -28.40 3264.50 0.009 33.5598(17) 13 4 L18 33.5598- TP28.6764x27.5226x0.81 5.13 0.00 0.0 72.898 -31.19 4264.59 0.007 32.5598(18) 25 9 L19 32.5598-30 TP29.2522x28.6764x0.8 2.56 0.00 0.0 73.292 -32.06 4287.63 0.007 (19) 8 L20 30-29.75 TP29.3084x29.2522x0.82 0.25 0.00 0.0 75.666 -32.26 4426.47 0.007 (20) 5 2 L21 29.75-28.75 TP29.5333x29.3084x0.81 1.00 0.00 0.0 75.140 -32.65 4395.74 0.007 (21) 25 9 L22 28.75-28.4 TP29.6121x29.5333x0.91 0.35 0.00 0.0 84.326 -32.81 4933.10 0.007 tnxTower Report-version 8.0.5.0 July 04, 2019 109 25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 54 Section Elevation Size L Lu K11r A Pu Ratio No. Pu ft It ft in K K (22) 25 5 L23 28.4-28.17 TP29.6638x29.6121x0.91 0.23 0.00 0.0 84.478 -32.91 4941.99 0.007 (23) 25 5 L24 28.17 27.92 TP29.72x29.6638x0.9125 0.25 0.00 0.0 84.643 -33.01 4951.66 0.007 (24) 7 L25 27.92-27.67 TP29.7763x29.72x0.925 0.25 0.00 0.0 85.933 -33.12 5027.11 0.007 (25) 5 L26 .27.67-26.83 TP29.9652x29.77634.91 0.84 0.00 0.0 85.364 -33.46 4993.80 0.007 (26) 25 1 L27 26.83-26.58 TP30.0214x29.96524.98 0.25 0.00 0.0 92.320 -33.58 5400.76 0.006 (27) 75 6 L28 26.58-21.58 TP31.1461x30.0214x0.96 5.00 0.00 0.0 93.546 -35.75 5472.47 0.007 (28) 25 4 L29 21.58-16.58 TP32.2707x31.1461x0.92 5.00 0.00 0.0 93.363 -38.13 5461.75 0.007 (29) 5 2 L30 16.58-16.46 TP32.2977x32.2707x0.92 0.12 0.00 0.0 93.443 -38.21 5466.45 0.007 (30) 5 6 L31 16.46-16.21 TP32.3539x32.2977x0.91 0.25 0.00 0.0 92.382 -38.34 5404.39 0.007 (31) 25 8 L32 16.21-14 TP32.851 x32.3539x0.912 2.21 0.00 0.0 93.843 -39.51 5489.84 0.007 (32) 5 3 L33 14-13.75 TP32.9072x32.851x0.912 0.25 0.00 0.0 94.008 -39.66 5499.50 0.007 (33) 5 6 L34 13.75-13.21 TP33.0287x32.9072xl.16 0.54 0.00 0.0 119.28 -39.99 6978.07 0.006 (34) 25 30 L35 13.21 -12.96 TP33.0849x33.0287xl.21 0.25 0.00 0.0 124.43 -40.15 7279.62 0.006 (35) 25 80 L36 12.96-9.04 TP33.9667x33.0849x0.93 3.92 0.00 0.0 99.706 -42.55 5832.85 0.007 (36) 75 8 L37 9.04-8.79 TP34.0229x33.9667x0.9 0.25 0.00 0.0 95.990 -42.71 5615.42 0.008 (37) 1 L38 8.79-8.25 TP34.1443x34.0229x0.9 0.54 0.00 0.0 96.342 -43.02 5636.01 0.008 (38) 1 L39 8.25-8(39) TP34.2006x34.1443x0.88 0.25 0.00 0.0 95.200 -43.16 5569.23 0.008 75 5 L40 -8-6(40) TP34.6504x34.2006x0.88 2.00 0.00 0.0 96.486 -44.26 5644.43 0.008 75 0 L41 6-5.69(41) TP34.7202x34.6504x0.88 0.31 0.00 0.0 96.685 -44.44 5656.09 0.008 75 3 L42 5.69-5.44 TP34.7764x34.7202xl.36 0.25 0.00 0.0 146.59 -44.60 8575.81 0.005 (42) 25 50 L43 5.44-5.19 TP34.8326x34.7764xl.23 0.25 0.00 0.0 133.86 -44.77 7831.29 0.006 (43) 75 80 L44 5.19-4.42 TP35.0058x34.8326xl.21 0.77 0.00 0.0 131.93 -45.24 7718.35 0.006 (44) 25 80 L45 4.42-4.17 TP35.0621x35.0058x0.85 0.25 0.00 0.0 93.638 -45.38 5477.85 0.008 (45) 4 L46 4.17-4(46) TP35.1003x35.0621 x0.85 0.17 0.00 0.0 93.743 -45.47 5483.97 0.008 0 L47 4-3.75(47) TP35.1565x35.1003x0.83 0.25 0.00 0.0 92.549 -45.60 5414.16 0.008 75 8 L48 3.75-0(48) TP36x35.1565xl.1375 3.75 0.00 0.0 127.69 -47.63 7470.02 0.006 30 Pole Bending Design Data Section Elevation Size M x W X Ratio M y W y Ratio No. Mw Muy ft kip-ft kip-ft OM X kip-ft kip-ft OMny L1 108.25- TP12xl2x0.375 9.77 133.07' 0.073 0.00 133.07 0.000 103.25(1) L2 103.25- TP12x12x0.375 32.41 133.07 0.244 0.00 133.07 0.000 99.7497(2) L3 99.7497- TP13.5587x12x0.1875 64.81 161.12 0.402 0.00 161.12 0.000 94.7497(3) tnxTower Report-version 8.0.5.0 July 04, 2019 1 U8.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 49443Z Revision 0 Page 55 Section Elevation Size M x 0M x Ratio M Y �M,Y Ratio No. M. M-Y ft kip-ft kip-ft 0M�X kip-ft kip-ft ^Y L4 94.7497- TP15.1174x13.5587x0"18 100.23 201.17 0.498 0.00 201.17 0.000 89.7497(4) 75 L5 89.7497- TP16.6762x15.1174x0.18 163.09 240.49 0.678 0.00 240.49 0.000 84.7497(5) 75 L6 84.7497- TP17.5084x16.6762x0.18 200.12 261.23 0.766 0.00 261.23 0.000 82.08(6) 75 L7 82.08-81.83 TP17.5864x17.5084x0.83 203.65 1090.49 0.187 0.00 1090.49 0.000 (7) 75 L8 81.83-76.83 TP19.1451x17.5864x0.76 282.09 1205.76 0.234 0.00 1205.76 0.000 (8) 1 25 L9 76.83- TP21.26x19.14514.7125 354.72 1282.28 0.277 0.00 1282.28 0.000 70.0459(9) L10 70.0459- TP21:0529x19.90070.80 467.39 1549.09 0.302 0.00 1549.09 0.000 68.2034(10) 63 L11 68.2034- TP22.2052x21.05294.75 599.46 1637.90 0.366 0.00 1637.90 0.000 63.2034(11) 63 L12 63.2034- TP23.3575x22.2052x0.73 736.70 1767.40 0.417 0.00 1767.40 0.000 58.2034(12) 13 L13 58.2034- TP24.5098x23.3575x0.69 879.60 1863.50 0.472 0.00 1863.50 0.000 53.2034(13) 38 L14 53.2034- TP25.6621x24.50980.66 1028.32 1982.90 0.519 0.00 1982.90 0.000 48.2034(14) 88 L15 48.2034- TP26.8144x25.6621 x0.65 1182.77 2134.90 0.554 0.00 2134.90 0.000 43.2034(15) 63 L16 43.2034- TP27.9666x26.8144x0.63 1342.84 2246.96 0.598 0.00 2246.96 0.000 38.2034(16) 13 L17 38.2034- TP29.0368x27.9666x0.63 1359.62 2266.69 0.600 0.00 2266.69 0.000 33.5598(17) 13 L18 33.5598- TP28.6764x27.52264.81 1530.58 2987.32 0.512 0.00 2987.32 0.000 32.5598(18) 25 L19 32.5598-30 TP29.2522x28.6764x0.8 1618.11 3069.97 0.527 0.00 3069.97 0.000 (19) L20 30-29.75 TP29.3084x29.25224.82 1626.65 3170.26 0.513 0.00 3170.26 0.000 (20) 5 L21 29.75-28.75 TP29.5333x29.3084x0.81 1661.42 3176.57 0.523 0.00 3176.57 0.000 (21) 25 L22 28.75-28.4 TP29.6121x29.53334.91 1673.64 3550.15 0.471 0.00 3550.15 0.000 (22) 25 L23 28.4-28.17 TP29.6638x29.6121 x0.91 1681.68 3563.16 0.472 0.00 3563.16 0.000 (23) 25 L24 28.17-27.92 TP29.72x29.66384.9125 1690.44 3577.32 0.473 0.00 3577.32 0.000 (24) L25 27.92-27.67 TP29.7763x29.72x0.925 1699.21 3635.99 0.467 0.00 3635.99 0.000 (25) . L26 27.67-26.83 TP29.9652x29.7763x0.91 1728.78 3639.42 0.475 0.00 3639.42 0.000 (26) 25 L27 26.83-26.58 TP30.0214x29.96524.98 1737.61 3923.56 0.443 0.00 3923.56 0.000 (27) 75 L28 26.58-21.58 TP31.1461x30.0214x0.96 1916.79 4141.58 0.463 0.00 4141.58 0.000 (28) 25 L29 21.58-16.58 TP32.2707x31.1461 x0.92 2100.93 4302.53 0.488 0.00 4302.53 0.000 (29) 5 L30 16.58-16.46 TP32.2977x32.2707x0.92 2105.41 4310.06 0.488 0.00 4310.06 0.000 (30) 5 L31 16.46-16.21 TP32.3539x32.2977x0.91 2114.75 4272.38 0.495 0.00 4272.38 0.000 (31) 25 L32 16.21 -14 TP32.851x32.3539x0.912 2197.88 4410.48 0.498 0.00 4410.48 0.000 (32) 5 L33 14-13.75 TP32.9072x32.851x0.912 2207.36 4426.23 0.499 0.00 4426.23 0.000 (33) 5 L34 13.75-13.21 TP33.0287x32.9072x1.16 2227.85 5550.73 0.401 0.00 5550.73 0.000 (34) 25 L35 13.21 -12.96 TP33.0849x33.0287x1.21 2237.37 5783.02 0.387 0.00 5783.02 0.000 (35) 25 L36 12.96-9.04 TP33.9667x33.0849x0.93 2388.17 4846.94 0.493 0.00 4846.94 0.000 (36) 75 L37 9.04-8.79 TP34.0229x33.9667x0"9 2397.89 4685.04 0.512 0.00 4685.04 0.000 (37) L38 8.79-8.25 TP34.1443x34.0229x0.9 2418.93 4719.92 0.512 0.00 4719.92 0.000 tnxTower Report-version 8.0.5.0 July 04, 2019 103.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 56 Section Elevation Size M X Ratio M y �M y Ratio No. M. M y ft kip-ft kip-ft W. kip-ft kip-ft �Ky (38) L39 8.25-8(39) TP34.2006x34.1443x0.88 2428.69 4675.59 0.519 0.00 4675.59 0.000 75 L40 8-6(40) TP34.6504x34.2006x0.88 2507.16 4804.38 0.522 0.00 4804.38 0.000 75 L41 6-5.69(41) TP34.7202x34.65040.88 2519.38 4824.50 0.522 0.00 4824.50 0.000 75 L42 5.69-5.44 TP34.7764x34.7202x1.36 2529.26 7123.45 0.355 0.00 7123.45 0.000 (42) 25 L43 5.44-5.19 TP34.8326x34.7764xl.23 2539.14 6565.16 0.387 0.00 6565.16 0.000 (43) 75 L44 5.19-4.42 TP35.0058x34.8326xl.21 2569.68 6514.65 0.394 0.00 6514.65 0.000 (44) 25 L45 4.42-4.17 TP35.0621x35.0058x0.85 2579.61 4731.25 0.545 0.00 4731.25 0.000 (45) L46 4.17-4(46) TP35.1003x35.0621 x0.85 2586.38 4741.97 0.545 0.00 4741.97 0.000 L47 4-3.75(47) TP35.1565x35.1003x0.83 2596.32 4692.89 0.553 0.00 4692.89 0.000 75 L48 3.75-0(48) TP36x35.1565xl.1375 2746.90 6525.02 0.421 0.00 6525.02 0.000 Pole Shear Design Data Section Elevation Size Actual �V Ratio Actual OT Ratio No. V. Vu T. T It K K �V� kip-ft kip-ft OT L1 108.25- TP12xl2x0.375 1.26 129.42 0.010 1.52 132.28 0.011 103.25(1) L2 103.25- TP12xl2x0.375 6.19 129.42 0.048 2.17 132.28 0.016 - 99.7497(2) L3 99.7497- TP13.5587x12x0.1875 6.78 141.68 0.048 2.34 166.64 0.014 94.7497(3) L4 94.7497- TP15.1174x13.5587x0.18 7.41 158.19 0.047 2.51 207.76 0.012 89.7497(4) 75 L5 89.7497- TP16.6762x15.1174x0.18 13.66 174.71 0.078 2.63 253.40 0.010 84.7497(5) 75 L6 84.7497- TP17.5084x16.6762x0.18 14.11 183.53 0.077 2.71 279.63 0.010 82.08(6) 75 L7 82.08-81.83 TP17.5864x17.5084x0.83 14.15 792.69 0.018 2.72 1167.86 0.002 (7) 75 L8 81.83-76.83 TP19.1451x17.5864x0.76 19.68 792.10 0.025 2.88 1280.82 0.002 (8) 25 L9 76.83- TP21.26xl9.1451x0.7125 20.39 787.69 0.026 3.00 1355.48 0.002 70.0459(9) L10 70.0459- TP21.0529x19.9007x0.80 25.95 922.48 0.028 3.13 1642.90 0.002 68.2034(10) 63 L11 68.2034- TP22.2052x21.05294.75 26.91 916.65 0.029 3.31. 1729.47 0.002 63.2034(11) 63 L12 63.2034- TP23.3575x22.2052x0.73 28.01 935.00 0.030 3.50 1860.91 0.002 58.2034(12) 13 L13 58.2034- TP24.5098x23.35750.69 29.18 933.70 0.031 3.70 1956.03 0.002 53.2034(13) 38 L14 53.2034- TP25.6621x24.5098x0.66 30.34 944.54 0.032 3.91 2076.56 0.002 48.2034(14) 88 L15 48.2034- TP26.8144x25.6621x0.65 31.47 970.08 0.032 4.12 2232.11 0.002 43.2034(15) 63 L16 43.2034- TP27.9666x26.8144x0.63 32.59 975.12 0.033 4.33 2344.69 0.002 38.2034(16) 13 L17 38.2034- TP29.0368x27.9666x0.63 32.69 979.35 0.033 4.35 2365.05 0.002 33.5598(17) 13 L18 33.5598- TP28.6764x27.5226x0.81 33.94 1279.38 M27 4.58 3135.74 0.001 32.5598(18) 25 L19 32.5598-30 TP29.2522x28.6764x0.8 34.48 1286.29 0.027 4.69 3219.24 0.001 (19) L20 30-20.75 TP29.3084x29.2522x0.82 34.64 1327.94 0.026 4.75 3327.13 0.001 (20) 5 tnxTower Report-version 8.0.5.0 July 04, 2019 10tt25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 57 Section, Elevation Size Actual V Ratio Actual �T Ratio No. V V. T T ft K K OVA kip-ft kip-ft OT L21 29.75-28.75 TP29.5333x29.3084x0.81 34.86 1318.72 0.026 4.79 3331.58 0.001 (21) 25 L22 28.75-28.4 TP29.6121x29.53330.91 34.93 1479.93 0.024 4.80 3736.08 0.001 (22) 25 L23 28.4-28.17 TP29.6638x29.6121 x0.91 34.98 1482.60 0.024 4.81 3749.56 0.001 (23) 25 L24. 28.17-27.92 TP29.72x29.66380.9125 35.03 1485.50 0.024 4.82 3764.24 0.001 (24) L25 27.92-27.67 TP29.7763x29.72x0.925 35.09 1508.13 0.023 4.84 3827.40 0.001 (25) L26 27.67-26.83 TP29.9652x29.7763x0.91 35.27 1498.14 0.024 4.87 3828.58 0.001 (26) 25 L27 26.83-26.58 TP30.0214x29.9652x0.98 35.32 1620.23 0.022 4.88 4137.92 0.001 (27) 75 L28 26.58-21.58 TP31.1461x30.02144.96 36.33 1641.74 0.022 5.07 4358.88 0.001 (28) 25 L29 21.58-16.58 TP32.2707x31.1461x0.92 37.34 1638.52 0.023 5.23 4517.83 0.001 (29) 5 L30 16.58-16.46 TP32.2977x32.2707x0.92 37.35 1639.93 0.023 5.24 4525.62 .0.001 (30) . 5 L31 16.46-16.21 TP32.3539x32.29774.91 37.41 1621.32 0.023 5.25 4484.05 0.001 (31) 25 L32 16.21-14 TP32.851x32.3539x0.912 37.88 1646.95 0.023 5.34 4626.95, 0.001 (32) 5 L33 14-13.75 TP32.9072x32.8514.912 37.92 1649.85 0.023 5.35 4643.26 0.001 (33) 5 L34 13.75-13.21 TP33.0287x32.9072x1.16 38.04 2093.42 0.018 5.37 5867.95 0.001 (34) 25 L35 13.21-12.96 TP33.0849x33.0287xl.21 38.09 2183.89 0.017 5.3.8 6122.73 0.001 (35) 25 L36 12.96-9.04 TP33.9667x33.08490.93 38.91 1749.85 0.022 5.53 5083.93 0.001 (36) 75 L37 9.04-8.79 TP34.0229x33.9667x0.9 38.94 1684.63 0.023 5.54 4908.31 0.001 (37) L38 8.79-8.25 TP34.1443x34.02294.9 39.04 1690.80 0.023 5.55 4944.37 0.001 (38) L39 8.25-8(39) TP34.2006x34.1443x0.88 39.08 1670.77 0.023 5.56 4895.88 0.001 75 L40 8-6(40) TP34.6504x34.2006x0.88 39.45 1693.33 0.023 5.61 5029.00 0.001 75 L41 6-5.69(41) TP34.7202x34.65040.88 39.49 1696.83 0.023 5.62 5049.79 0.001 75 L42 5.69-5.44 TP34.7764x34.7202x1.36 39.54 2572.74 0.015 5.62 7561.77 0.001 (42) 25 L43 5.44-5.19 TP34.8326x34.7764xl.23 39.59 2349.39 0.017 5.63 6942.73 0.001 (43) 75 L44 5.19-4.42 TP35.0058x34.8326xl.21 39.73 2315.50 0.017 5.66 6882.97 0.001 (44) 25 L45 4.42-4.17 TP35.0621x35.0058x0.85 39.77 1643.35 0.024 5.66 4945.50 0.001 (45) L46 4.17-4(46) TP35.1003x35.0621x0.85 39.79 1645.19 0.024 5.67 4956.56 0.001 L47 4-3.75(47) TP35.1565x35.10030.83 39.83 1624.25 0.025 5.68 4903.29 0.001 75 L48 3.75-0(48) TP36x35.1565xl.1375 40.47 ?241.01 0.018 5.78 6872.28 0.001 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio, Comb. Allow. Criteria No. P. M X M y V. T. Stress Stress ft Wn Wm �M Y 0V 0T Ratio Ratio L1 108.25- 0.001 10.073 0.000 0.010 0.011 0.075 1.050 4.8.2 103.25(1) L2 103.25- 0.009 0.244 0.000 0.048 0.016 0.256 1.050 4.8.2 tnxTower Report-version 8.0.5.0 July 04, 2019 106.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 58 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. PU MI. M Y V. Tu Stress Stress ft W W X ^y 0V 0T Ratio Ratio 99.7497(2) L3 99.7497- 0.008 0.402 0.000 0.048 0.014 0.414 1.050 4.8.2 94.7497(3) L4 94.7497- 0.008 0.498 0.000 0.047 0.012 0.510 1.050 4.8.2 89.7497(4) L5 89.7497- 0.013 0.678 0.000 0.078 0.010 0.699 1.050 4.8.2 84.7497(5) L6 84.7497- 0.013 0.766 0.000 0.077 0.010 0.786 1.050. 4.8.2 82.08(6) L7 .82.08-81.83 0.003 0.187 0.000 0.018 0.002 0.190 1.050 4.8.2 (7) L8 81.83-76.83 0.005 0.234 0.000 0.025 0.002 0.240 1.050 4.8.2 (8) L9 76.83- 0.005 0.277 0.000 0.026 0.002 0.283 1.050 4.8.2 70.0459(9) L10 70.0459- 0.006 0.302 0.000 0.028 0.002 0.309 1.050 4.8.2 68.2034(10) 1-11 68.2034- 0.007 0.366 0.000 0.029 0.002 0.374 1.050 4.8.2 63.2034(11) L12 63.2034- 0.007 0.417 0.000 0.030 0.002 0.425 1.050 4.8.2 58.2034(12) L13 58.2034- 0.007 0.472 0.000 0.031 0.002 0.481 1.050 4.8.2 53.2034(13) L14 53.2034- 0.008 0.519 0.000 0.032 0.002 0.528 1.050 4.8.2 48.2034(14) L15 48.2034- 0.008 0.554 0.000 0.032 0.002 0.563 1.050 4.8.2 43.2034(15) L16 43.2034- 0.009 0.598 0.000 0.033 0.002 0.608 1.050 4.8.2 38.2034(16) L17 38.2034- 0.009 0.600 0.000 0.033 0.002 0.610 1.050 4.8.2 33.5598(17) L18 33.5598- 0.007 0.512 0.000 0.027 0.001 0.520 1.050 4.8.2 32.5598(18) L19 32.5598-30 0.007 0.527 0.000 0.027 0.001 0.535 1.050 4.8.2 (19) L20 30-29.75 0.007 0.513 0.000 0.026 0.001 0.521 1.050 4.8.2 (20) L21 29.75-28.75 0.007 0.523 0.000 0.026 0.001 0.531 1.050 4.8.2 (21) L22 28.75-28.4 0.007 0.471 0.000 0.024 0.001 0.479 1.050 4.8.2 (22) L23 28.4-28.17 0.007 0.472 0.000 0.024 0.001 0.479 1.050 4.8.2 (23) L24 28.17-27.92 0.007 0.473 0.000 0.024 0.001 0.480 1.050 4.8.2 (24) L25 27.92-27.67 0.007 0.467 0.000 0.023 0.001 0.475 1.050 4.8.2 (25) L26 27.67-26.83 0.007 0.475 0.000 0.024 0.001 0.482 1.050 4.8.2 (26) L27 26.83-26.58 0.006 0.443 0.000 0.022 0.001 0.450 1.050 4.8.2 (27) L28 26.58-21.58 0.007 0.463 0.000 0.022 0.001 0.470 1.050 4.8.2 (28) L29 21.58-16.58 0.007 0.488 0.000 0.023 0.001 0.496 1.050 4.8.2 (29) L30 16.58-16.46 0.007 0.488 0.000 0.023 0.001 0.496 1.050 4.8.2 (30) L31 16.46-16.21 0.007 0.495 0.000 0.023 0.001 0.503 1.050 4.8.2 (31) L32 16.21 -14 0.007 0.498 0.000 0.023 0.001 0.506 1.050 4.8.2 (32) L33 14-13.75 0.007 0.499 0.000 0.023 0.001 0.506 1.050 4.8.2 (33) L34 13.75-13.21 0.006 0.401 0.000 0.018 0.001 0.407 1.050 4.8.2 (34) L35 13.21-12.96 0.006 0.387 0.000 0.017 0.001 0.393 1.050 4.8.2 (35) L36 12.96-9.04 0.007 0.493 0.000 0.022 0.001 0.501 1.050 4.8.2 (36) tnxTower Report-version 8.0.5.0 July 04, 2019 109.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 59 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Xx M j, V T Stress Stress ft W W x Wny oV OT Ratio Ratio L37 9.04-8.79 0.008 0.512 0.000 0.023 0.001 0.520 1.050 4.8.2 (37) L38 8.79-8.25 0.008 0.512 0.000 0.023 0.001 0.521 1.050 4.8.2 (38) L39 8.25-8(39) 0.008 0.519 0.000 0.023 0.001 0.528 1.050 4.8.2 L40 8-6(40) 0.008 0.522 0.000 0.023 0.001 0.530 1.050 4.8.2 L41 6-5.69(41) 0.008 0.522 0.000 0.023 0.001 0.531 1.050 4.8.2 L42 5.69-5.44 0.005 0.355 0.000 0.015 0.001 0.361 1.050 4.8.2 (42) L43 5.44-5.19 0.006 0.387 0.000 0.017 0.001 0.393 1.050 4.8.2 (43) L44 5.19-4.42 0.006 0.394 0.000 0.017 0.001 0.401 1.050 4.8.2 (44) L45 4.42-4.17 0.008 0.545 0.000 0.024 0.001 0.554 1.050 4.8.2 (45) L46 4.17-4(46) 0.008 0.545 0.000 0.024 0.001 0.554 1.050 4.8.2 L47 4-3.75(47) 0.008 0.553 0.000 �0.025 0.001 0.562 1.050 4.8.2 L48 3.75-0(48) 0.006 0.421 0.000 0.018 0.001 0.428 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPenow % Pass No. ft Type Element K K Capacity Fail L1 108.25-103.25 Pole TP12xl2x0.375 1 -0.34 452.98 7.1 Pass L2 103.25- Pole TP12xl2x0.375 2 -3.70 452.98 24.4 Pass 99.7497 " L3 99.7497- Pole TP13.5587x12x0.1875 3 -3.89 495.88 39.5 Pass 94.7497 L4 94.7497- Pole TP15.1174x13.5587x0.1875 4 -4.12 553.68 48.5 Pass 89.7497 L5 89.7497- Pole TP16.6762xl5.1174x0.1875 5 -7.70 611.49 66.6 Pass 84.7497 L6 84.7497-82.08 Pole TP1 7.5084xl 6.6762x0.1 875 6 -7.91 642.35 74.9 Pass L7 82.08-81.83 Pole TP17.5864xl7.5084x0.8375 7 -7.97 2774.41 18.1 Pass L8 81.83-76.83 Pole TP19.1451xl7.5864x0.7625 8 -12.94 2772.35 22.8 Pass L9 76.83-70.0459 Pole TP21.26xl9.1451 x0.7125 9 -13.58 2756.92 26.9 Pass L10 70.0459- Pole TP21.0529xl 9.9007x0.8063 10 -18.90 3228.68 29.4 Pass 68.2034 L11 68.2034- Pole TP22.2052x21.0529x0.7563 11 -20.04 3208.29 35.6 Pass 63.2034 L12 63.2034- Pole TP23.3575x22.2052x0.7313 12 -21.45 3272.50 40.4 Pass 58.2034 L13 58.2034- Pole TP24.5098x23.3575x0.6938 13 -23.07 3267.94 45.8 Pass 53.2034 L14 53.2034- Pole TP25.6621x24.5098x0.6688 14 -24.74 3305.89 50.2 Pass 48.2034 L15 48.2034- Pole TP26.8144x25.6621x0.6563 15 -26.45 3395.29 53.7 Pass 43.2034 L16 43.2034- Pole TP27.9666x26.8144x0.6313 16 -28.20 3412.93 57.9 Pass 38.2034 L17 38.2034- Pole TP29.0368x27.9666x0.6313 17 -28.40 3427.72 58.1 Pass 33.5598 L18 33.5598- Pole TP28.6764x27.5226x0.8125 18 -31.19 4477.82 49.6 Pass 32.5598 L19 32.5598-30 Pole TP29.2522x28.6764x0.8 19 -32.06 4502.01 51.0 Pass L20 30-29.75 Pole TP29.3084x29.2522x0.825 20 -32.26 4647.79 49.6 Pass L21 29.75-28.75 Pole TP29.5333x29.3084x0.8125 21 -32.65 4615.53 50.6 Pass L22 28.75-28.4 Pole TP29.6121x29.5333x0.9125 22 -32.81 5179.75 45.6 Pass L23 28.4-28.17 Pole TP29.6638x29.6121 x0.9125 23 -32.91 5189.09 45.6 Pass L24 28.17-27.92 Pole TP29.72x29.6638x0.9125 24 -33.01 5199.24 45.7 Pass L25 27.92-27.67 Pole TP29.7763x29.72x0.925 25 -33.12 5278.47 45.2 Pass L26 27.67-26.83 Pole TP29.9652x29.7763x0.9125 26 -33.46 5243.49 45.9 Pass tnxTower Report-version 8.0.5.0 July 04, 2019 105.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 60 Section Elevation Component Size Critical P DPallow % Pass No. ft Type Element K K Capacity Fail L27 26.83-26.58 P016 TP30.0214x29.9652x0.9875 27 -33.58 5670.80 42.8 Pass L28 26.58-21.58 Pole TP31.1461x30.0214x0.9625 28 -35.75 5746.09 ' 44.8 Pass L29 21.58-16.58 Pole TP32.2707x31.1461x0.925 29 -38.13 5734.84 47.2 Pass L30 16.58-16.46 Pole TP32.2977x32.2707x0.925 30 -38.21 5739.77 47.2 Pass L31 16.46-16.21 Pole TP32.3539x32.2977x0.9125 31 -38.34 5674.61 47.9 Pass L32 16.21-14 Pole TP32.851x32.3539x0.9125 32 -39.51 5764.33 48.2 Pass L33 14-13.75 Pole TP32.9072x32.85lx0.9125 33 -39.66 5774.47 48.2 Pass L34 13.75-13.21 Pole TP33.0287x32.9072x1.1625 34 -39.99 7326.97 38.8 Pass L35 13.21-12.96 Pole TP33.0849x33.0287x1.2125 35 -40.15 7643.60 37.4 Pass L36 12.96-9.04 Pole TP33.9667x33.0849x0.9375 36 -42.55 6124.49 47.7 Pass L37 9.04-8.79 Pole TP34.0229x33.9667x0.9 37 -42.71 5896.19 49.5 Pass L38 8.79-8.25 Pole TP34.1443x34.0229x0.9 38 -43.02 5917.81 49.6 Pass L39 8.25-8 P0le TP34.2006x34.1443x0.8875 39 -43.16 5847.69 50.3 Pass L40 8-6 Pole TP34.6504x34.2006x0.8875 40 -44.26 5926.65 50.5 Pass L41 6-5.69 Pole TP34.7202x34.6504x0.8875 41 -44.44 5938.89 50.5 Pass L42 5.69-5.44 Pole TP34.7764x34.7202xl.3625 42 44.60 9004.60 34.3 Pass L43 5.44-5.19 P0le TP34.8326x34.7764xl.2375 43 44.77 8222.85 37.4 Pass L44 5.19-4.42 Pole TP35.0058x34.8326x1.2125 44 -45.24 8104.27 38.2 Pass L45 4.42-4.17 Pole TP35.0621x35.0058x0.85 45 -45.38 5751.74 52.8 Pass L46 4.17-4 Pole TP35.1003x35.062lx0.85 46 -45.47 5758.17 52.8 -Pass L47 4-3.75 Pole TP35.1565x35.1003x0.8375 47 -45.60 5684.87 53.6 Pass L48 3.75-0 Pole TP36x35.1565x1.1375 48 -47.63 7843.52 40.7 Pass Summary Pole(L6) 74.9 Pass RATING= 74.9 Pass *Note:Above stress ratio for reinforced sections are approximate.More exact calculations are presented in Appendix C. tnxTower Report-version 8.0.5.0 July 04, 2019 168.25 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 61 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.5.0 (OTHER CONSIDERED EQUIPMENT) (1) 1/2'TO 107 FT LEVEL X. (1) 7/8'TO 107 FT LEVEL X9 (1) 1-5/8'TO 107 FT LEVEL CLIMBING PEGS (OTHER CONSIDERED EQUIPMENT) W/SAFETY CLIMB (1) 1/2'TO 30 FT LEVEL • • •���• OTHER CONSIDERED EQUIPMENT—IN (2) 2' CONDUIT) 1) 3/8'TO 70 FT LEVEL • ����� (2) 3/4'TO 70 FT LEVEL • (OTHER CONSIDERED EQUIPMENT) r 1 (1) 3/8'TO 70 Fr LEVEL (12)37/8 r00770 FTLEVEL lool (PROPOSED EQUIPMENT CONFIGURATION / / \ (1) 1-3/8'TO 88 Fr LEVEL ) / \ (7) 1-5/8•TO 88 FT LEVEL / \ • (OTHER CONSIDERED EQUIPMENT) Opj ' ' • (6) 7/8'TO 102 FT LEVEL(3) 1-1/4'TO 102 Fr LEVEL i �• (OTHER CONSIDERED EQUIPMENT) (3) 1-5/8' TO 78 Fr LEVEL • BUSINESS UNIT:806579 TOWER ID:C_BASELEVEL July 04, 2019 108.25 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 400087, Order 494432, Revision 0 Page 62 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.5.0 Monopole Flange Plate Connection Elevation=99.7497ft. CROWN CC CASTLE BU# 806579; _! Applied Loads Site Name ,,�(YsGt}1GHOGU�a Moment(kip ft) Order# 44A4321ieV Rt Axial Force(kips) Shear Force(kips) " TIA-222Revision( HL 'TIA-222-H Section 15.5Applied Top Plate-External Bottom Plate-External I Bolt Data (12)1"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 25.75"BC Top Plate Data Bottom Plate Data 28.5"OD x 1.75"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 28.5"OD x 1.5"Plate(A572-60;Fy=60 ksi,Fu=75 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 12"x 0.375"round pole(A53-B-35;Fy=35 ksi,Fu=60 ksi) 12"x 0.1875"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi)Analysis Results Bolt Capacity Max Load(kips) 4.72 Allowable(kips) 56.81' Stress Rating: 7.9% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): 5.19 (Flexural) Max Stress(ksi): 7.06 (Flexural) Allowable Stress(ksi): 45.00 Allowable Stress(ksi): 54.00 Stress Rating: 11.0% Pass Stress Rating: 12.5% Pass Tension Side Stress Rating: 12.2% Pass Tension Side Stress Rating: 14.4% Pass CClplate -version 3.6.0 Analysis Date:7/5/2019 Monopole Base Plate Connection CROWN CC CASTLE =Site u u : ao6s79 ---- me IVYaCC19"CH0,139 er q jou Analysis Considerations TIA-222 RevisionizerVH Grout Considered b ; Igo Y i Applied Loads 1 Moment(kip-ft) 274G90 _ ` Axial Force(kips) M6 763ss Shear Force(kips) P' # 4U`47 *TIA-222-N Section 15.5Applied ® tl 11 Connection Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) GROUP I: (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44"BC GROUP 1: Anchor Spacing:6 in Pu_c=203.53 (�Pn_c=243.7S Stress Rating GROUP 2: (4)2-1/2"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 57"BC Vu=5.06 (�Vn=73.13 80.01% pos.(deg): 63,165,241,334 Mu=n/a c�Mn=n/a Pass Base Plate Data GROUP 2: 42"OD x 2.25"Plate(A572-60;Fy=60 ksi,Fu=75 ksi) Pu_c=298.4 (�Pn_c=420 Stress Rating Vu=0 (�Vn=126 67.7% Stiffener Data Mu=n/a (�Mn=n/a Pass N/A Base Plate Summary Pole Data Max Stress(ksi): 50.85 (Flexural) 36"x 0.3125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Allowable Stress(ksi): 54 Stress Rating: 89.7% Pass CClplate-version 3.6.0 Analysis Date:7/5/2019 BU: 80&579 Done By: SN CROWN WO: 1749694 Checked By: Existing AR Brackets Date: 7/5/2019 CASTLE Anchor Rod Bracket Calculations Analyze the anchor rod bracket and all components to resist the full demand loading of the additional anchors. Bracket Demand Load: From CCI Plate Tube Design (Square HSS) Member Size: HSS 4"x 4"x 1/2" Member Properties (AISC 15th Ed.;Table 1-12): Outside Diameter: ODHSS; 6-i', Area: AHSS - 974 n Ae HSS 0.75•AHSS = 7.3•in2 Thickness: tHSS "0 465 F HS° 46 ks HSS 58 ks Yield Strength: �.Y �; Fu Length: LHSS 18{ Moment of Inertia: HSS,r,48 3 m Radius of Gyration: AI 23 Inside Dimension: IDHSS ODHSS—2•tHSS = 5.07•in Bearing Check �)b := 0.75 (AISC 15th Ed.,Equation J7-1): Pu_c= (�b•Rn= (pb•1.8•Fy HSS•Apb Pu Apb •_ •in fib•1.8•FY HSS Checkbear "OK" if AHSS > Apb "N/G" otherwise Page 2 of 10 BU:806,679 Done By: SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date: 7/5/2019 a.� CASTLE Compression Check (�c := 0.9 (AISC 15th Ed.,Eqs.E3-1 to E3-4): �:= 1 (�Pu_comp= (Oc•Fcr•Ag Lc:=K•LHSS = 18•in 7r2.29000ksi Fe := 2 = 4393.01•ksi Le rHSS Lc = 8.07 < 4.71-TFy_HSS29000 ksi 118.26 rHSS Fy_HSS F Fcr := 0.658 e .Fy HSS = 45.8•ksi L (AISC 15th Ed.,Equation J4-6): (Pu comp (�c•Fy_HSS-AHSS if c S 25 rHSS ( cJcr AHSS otherwise (Pu_comp = 403.24•kip Checkcomp "OK" if Ratingcomp< 100% "N/G" otherwise t1rIB!'✓�sit3.4Al�I�l�1 Gusset Plate Design Gusset Plate width: wplate := 7.5 Gusset Plate thickness: tplaie := 1_.25i Lplate1 — 84 Lplate2 18� Fyplate 65ks Gusset Plate Strength: Fu = 80ks plate Pole thickness: sole:= 0.3125i Page 3 of 10 .13U: 806579 Done By: SN CROWN WO: 1749694 Checked By: Existing AR Brackets Date: 7/5/2019 v CASTLE Shear Check 2 (AISC 15th Ed.,Eqs.J4-3 and J4-4): `fig := tplate'Lplate2 = 22.5 in Anv Ag= 22.5•in2 ShearYieldin4 (�v := 1 (�Vplate 4)v'0.6-Ag Fyplate- 877.5-kip Checkshear "OK" if Ratingshear< 100% "N/G" otherwise Shear Rupture := 0.75 Abl := (�v-0.6-Anv-Fuplate= 810-kip "OK" if Ratingshear< 100% "N/G" otherwise 00 Gusset Plate to Pole and Base Plate Weld Design (Horizontal and Vertical Weld): Gusset plate thickness: late = 1.25•in (AISC 15th Ed.,Part 8) tp Pole Grade: lyypole:= 65ks Fupole 801cs Base Plate Grade: l}'base 60ks Fubase 75ks Gussett Plate Grade: Fyplate = 65•ksi Fuplate = 80-ksi Height of vertical weld from base plate: Z:=Lplatel = 84•in Notchhoriz := 0.75-i Notchvert := 0.75-i Gap between Base Plate and HSS: Gap := Oi Vertical fillet weld size to pole: Dvpole (in sixteenths of an inch) Dvpole 3 weldsizepole = _16 8 8 Weld Material Grade: FEXX 80ks Page 4 of 10 U: 806579 Done By: SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date: 7/5/2019 �I CASTLE Check := "OK" if Rating< 100% "INSUFFICIENT" otherwise Gusset Plate to HSS Weld Design (AISC 15th Ed.,Table 8-4) Electrode Strength: 809 Page 5 of 10 6U: 806579 Done By: SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date: 7/5/2019 V CASTLE Weld Size(in sixteenths D of an inch): D"1'- 1 weldsize _ 1 _ 5 1 16 8 Assume the worst-case installation scenario where the rod is positioned directly against the farside of the HSS. ecc2 := ODHSS—tHSS— D 2 w = 4.29•in Load not in plane with weld group: k:= 0 ecc2 a:= = 0.24 Lplate2 CI = 1.03 Coeff, =3'3 �)W:= 0.75 Pu•in _ Dminl ceil(� Coeff,C L kip — 7 ll w 1 1' plate2• Dminl 7 minweldsize :_ = — 16 16 Checkweld "OK" if Dl > Dminl^DI >_ Minweldsize "N/G" otherwise (�Rnweldl (�w•Coefflksi•in•C1•D1'Lp1ate2 = 465.82•kip Checkweldl "OK" if Rating�t,eldl < 100% "N/G" otherwise Page 6 of 10 43U: 806579 Done By: SN* WO: 1749694 Checked By: CROWN Existing AR Brackets Date:7/5/2019 V CASTLE Gusset Plate to Pole Punching Assume the worst-case installation scenario where the rod is positioned directly Shear Check against the farside of the HSS. (max per unit length): (AISC 15th Ed.,Section J4.2) •.sy = 1.0 I)sr 0.75 MCI 'plate+ODHSS—tHSS—D 2 w = 11.78 in Ml :=Pu•eccl = 3516.64•kip•in 2 S tplate•Lplatel = 1470 in3 1 6 Ml S S -$$ate-lin= 2.99•kip l AISC 15th Ed.,Equation J4-3: (�Fsy (�sY 0.6•Fypole•2-tpole-lin= 24.37•kip AISC 15th Ed.,Equation J4-4: (ffsr 4�sr•0.6-Fupole•2•tpole lin= 22.5•kip A�W:=min(OFsy,IFsr) = 22.5•kip CheckpSl :_ "OK" if RatingpSl < 100% WIG" otherwise Gusset Plate to HSS Punching Assume the worst-case installation scenario where the rod is positioned directly Shear Check against the farside of the HSS. (max per unit length): D (AISC 15th Ed.,Section J4.2) cc��= ODHSS—tHSS 2w = 4.29•in ,�, M2 =Pu•ecc2 = 1278.64•kip•in 2 S tplate•Lplate2 = 67.5 in 3 2 6 M ,faw 2'tplate 23.68 kip S2 AISC 15th Ed.,Equation J4-3: Ate:_ �Sy 0.6•Fy HSS•2-tHSS•1in= 25.67•kip AISC 15th Ed.,Equation J4-4: :_ �)sr•0.6•Fu HSS-2.tHSS•lin= 24.27•kip :=min((�Fsy,4)Fsr) = 24.27•kip Page 7 of 10 d3U: 806579 Done By:SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date: 7/5/2019 v CASTLE s M t CheckPS2 = "OK" if RatingPS2 < 100% "N/G" otherwise Embedment Depth Calculations Projected Embedment Depth: Yield Strength of Rebar: fy 60ks Concrete Strength: f 3$11 Transverse Reinforcement Index k Can be taken as 0 for design perACI 318-14 }j Epoxy Factore 1 Rebar Size Factor: ?f?s 3:ia Casting Position Factor: Concrete Weight Factor. Pier Diameter: pier._ Cover K 3i IRebarSize: ds is db :=vlookup(ds,Rebar,2) in= d.41 In Tie Size: Tie; Number of Vertical Rebar: The embedment depth shall be analyzed based on the design tension capacity ofthe anchorrods. Design Load: Ont:= 0.75-Furod•Anew = 375-kip Development Length (ACI 318-14 Chapter 25): Tie-in BCrebar Dpier—2•cc— 4 —db = 63.34-in ,a-BCrebar Srebar =n 8.291•in d cb :=min(CC+ T8e in+2,Srebar 0.5 = 4.15-in Page 8 of 10 BU:806579 Done By: SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date:7/5/2019 v CASTLE _ 3 fy ACI 318-14,Equation 25.4.2.3a: Id ' 40 �. y (cb+k db = 42.9•in min[� db ,2.5 Calculate Max Distance Between Rebar and New Anchor Rods: A I-Srebar= 4.146•in BCrebar BCnew B :_ — = 3.17•in 2 2 G :=PA +B2 = 5.219•in G 1'd := Id+—+3in= 4.11 ft 1.5 Epoxy Development Length: Bond Strength: ,.Epoxy:= 'bond 0.65 Sb := Sbh if Epoxy= 0 SbA otherwise Sb = "Not Available in This Size" Lbe :_ �Pnt — .•in '7r'Dnew'Sb. bond Required Embedment Length: Length of Breaker Tape: Lmin := max(Lbe+LBT,I'd+0.25•Lbe) _ Check := "OK" if Lmin < Lem "N/G" otherwise Page 9 of 10 8U: 806679 Done By:SN WO: 1749694 Checked By: CROWN Existing AR Brackets Date:7/5/2019 CASTLE Anchor Rod Pullout Test: �p := 0.75 Is this a CA DSA,site? Pullout (�P'Furod*Anew if CA= 0 = 234-kip 1.6 (0.8'Fyrod*Anew) otherwise Page 10 of 10 Pier and Pad Foundation CROWN N, Site cc CASTLE App. Number: 4 0111, ,,944ZZ 'Oy�i.,"R, TIA-222 Revision: Top&Bot.Pad Rein.Different?: Tower Type:JezRt �,A OR Block Foundation?: Superstructure Analysis Reactions Foundation Analysis Checks Compression,Pcomp: �:F;.R,- -"'" kips Capacity Demand Rating* Check Base Shear,Vu—comp: 40t Ll kips Lateral(Sliding)(kips) 487.71 40.00 7.8% Pass Bearing Pressure(kso 7.50 5.83 77.8% Pass Moment,Mu:fi1111: Overturning(kio*ft) 3522.71 3239.50 92.0% Pass �.1,1 Tower Height,H: Pier Flexure(Comp.)(kip`ft) 4902.02 3067.00 59.6% Pass BP Dist.Above Fdn, Pier Compression(kip) 15746.54 88.72 0.5% Pass Pad Flexure(kip*ft) 2741.08 1620.61 56.3% Pass Pad Shear-1-way(kips) 833.81 315.02 3 . 6 Pass Pier Properties Pad Shear-2-way(Comp)(ksi) 0.177 0.000 0.0% Pass PierShape7:-"" Flexural 2-way(Comp)(kip T) 4291.61 1840.20 40.8% Pass Pier Diameter,dpier., ft Ext.Above Grade,E: ft Pier Rebar Size,Sc: *Rating per TIA-222-H Section Pier Rebar Quantity,mc: 15.5 11,111`,N* �Z Pier Tie/Spiral Size,St: F?17PR$i Soil Rating*j 02.0% Pier Tie/Spiral Quantity,mt: Structural Rating*':�19-6% Pier Reinforcement Type: Pier Clear Cover,ccpler: M" in Pad Properties Depth,D: ft Pad Width,W: ft Pad Thickness,T: ft Pad Rebar Size(Top),Spt.p: 7777 ;T77v Pad Top Rebar Quantity(Top),mpt,,: Pad Rebar Size(Bottom),Sp: Pad Rebar Quantity(Bottom),mp: Pad Clear Cover,CCpad: in Material Properties Rebar Grade,Fy: j ksi Concrete Compressive Strength,FV ksi Dry Concrete Density,8c: pcf Soil Properties Total Soil Unit Weight,T: PC ksf Ultimate Gross Bearing,Quit: <--Toggle between Gross and Net Cohesion,Cu: `, f ks Friction Angle,�p: :,,c 011',, Edegrees SPT Blow Count,Nbl : Base Friction,I.L: Neglected Depth,N:—4.20 ft Foundation Bearing on Rock? No Groundwater Depth,gw: 52 ft Version 3.2.0 °r ������ �� Hazards Report ��v��_ x x n���o�� n ������ � ASCE � mMUmM SOmErY OFmmENmmM Address: Standard: ASCE/SE| 7-10 Elevation: 5728ft(N/VD88) No Address atThis Risk Category: || Latitude: 41.020603 Location Soil Class: D-StiffSoi| Longitude: -72.4973O3 54 -I V10 VIP por rd If Wind°~ Results: Wind Speed: 135Vmph 10-yearMR| 80Vmph 25-year&lR| 80Vmph 50'yaar[NR| QQVmph 108-yaarK8R| 110Vmph Data Source: AGCE/SB 7-10. Fig. 26.54Aand Figs. CC-1—CC-4, incorporating errata of March 12. 2O14 Date Accessed: Mon Jul 012O18 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 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143. K8R| =700yaana). Site is in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. Glazed openings shall be protected against wind-borne debris ua specified in Section 2S.10.3. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. Page of Wed Jul nomnn E AMERM SOURYOF U&ENGINEERS Seismic Site Soil Class: D-Stiff Soil Results: Ss 0.154 Sos 0.164 S, 0.056 Sp1 : 0.09 Fa 1.6 TL 6 F„ 2.4 PGA : 0.076 SMs 0.246 PGA M : 0.122 SM1 0.134 FPGA 1.6 le 1 Seismic Design Category B 025_1 MCER Response S ectrum_ 018 Design Response Spectrum 0.16- 0.20 0.14 0.12 0.15 0.10 0.10 I 0.08 ... I 0.06_ R i 0.05 0 1 3 +� 5 6 7 1 2 4 5 6 7 SaFg)vs T(s) Sa(g)vs T s) Data Accessed: Mon Jul 01 2019 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Wed Jul 03 2019 W. 4v AXE' ANIMCM SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 0.75 in. Concurrent Temperature: 15 F Gust Speed: 50 mph Data Source: Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Date Accessed: Mon Jul 01 2019 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 50-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 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-parry 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 7 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 7 Hazard Tool. https:Hasce7hazardtool.online/ Page 3 of 3 Wed Jul 03 2019