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1000-96.-1-19.1 (2)
■ verizon31 4 CENITEROCK ROAD U ST NYACK,NY 10"41 z c� VERIZON SITE NUMBER: 5000193811 BUSINESS UNIT#: 806579 CROWN VERIZON SITE NAME: CUTCHOGUE SITE ADDRESS: 21855 COUNTRY RD JAN 0 B 2026 c CASTLE VERIZON PROJECT: 16275558 CUTCHOGUE NY 11935 SOlu'I HOC L LI rC).'JN 3 CORPORATE PARK 2 ORATE PARDRIVE,SUITE 101 z PUNNING BOARD CLIFTON PARK,NY 12065 Z SITE TYPE: MONOPOLE COUNTY: SUFFOLK Wr TOWER HEIGHT: 1071-611 JURISDICTION: TOWN OF SOUTHOLD PLANS P�EPAP=D BY: F° 7' r -olp zi �`1 z A 07 SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP 326 TRYON RO,10 R-ALEIG14,NC 27603-3530 OFFICE:(919)661-6351 CROWN CASTLE USA INC SHEET# SHEET DESCRIPTION VERIZON SIGNATURE BLOCK www tepgrcup,net cl SITE NAME: NY CCHOGUE 958280 u y BU NUMBER: 906579 T-1 TITLE SHEET APPROVAL SIGNATURE L)A I�I TEPJOB::360821150145 U-K' T-2 GENERAL NOTES SITE ACQUISITION TO\VER O\XNER: CRO\TN CASTLE u u 3 CORPORATE PARK DRIVE,SUITE 101 C-1 COMPOUND PLAN CONSTRUCTION VERIZON SITE NUMBER: o CLIFI-ON PARK,NY 12065 C-2 TO\N'ER ELEVATIONS RADIO 5000193811 G� CARRIER/APPLICANT: VERIZON\\7RELESS C-3 ANTENNA PLANS MICRO\VAVE Suhru&Lieb Vineyards:9'/ Q 4 CENTEROCK ROAD C-4 FINAL EQUIPMENT SCHEDULE BU#:806579 E A'EST NYACK,NY 10994 TELCO C-5.1 TOWTR EQUIPMENT DETAILS&SPECIFICATIONS EQUIPMENT —CUTCHOGUE c o SITE ADDRESS: 21855 COUNTRY RD C-5 2 TO%X'ER EQUIPMENT DETAILS&SPECIFICATIONS 50001938II CROWN CASTLE SITE NAIME CUTCHOGUE,NY 11935 PROJECT ADMINISTRATOR _/ COUNTY: SUFFOLK C-5.3 TOWER EQUIPMENT DETAILS&SPECIFICATIONS NY CUTCHOGUE 958280 G-1 GROUNDING DETAILS \VO ADMINISTRATOR rB LATITUDE: -410 01'46.57"N Pugliese Vineyards LONGITUDE: -720 29'50.29"\ti' G-2 GROUNDING DETAILS 21855 COUNTRY RD a' LAT/LONG TYPE: NAD83 TINC. u CRO\�T CASTLE USA INC SIGNATURE BLOCK CUTCHOGUE,I\TY 11935 GROUND ELEVATION: 55"SE APPROVAL SIGNATURE DATE q, DIRECTIONS AREA OF CONSTRUCTION: EXISTING SITE ACQUISITION `' King F EXISTING 107'-6" CURRENT ZONING: LI — 4 SECTION-BLOCK-LOT#: 96-1-19.1 PLANNER BraunSeaf. MONOPOLE ,a Sannino Vineyard 0 OCCUPANCY CLASSIFICATION:U CONSTRUCTION ' -S TYPE OF CONSTRUCTION: IIB PROJECT MANTAGER ISSUED FOR: -9 A D A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR IiUM AN HABITATION UTILITY MANAGER ` /! REV DATE DR\�N DESCRIPTION DES/Q- PROPERTY O\VNER. UNGE,ARTHUR V LANDLORD \ / Cute 1 07/29/2025 LRD SK SPK ' 1 07/29/2025 LRD SK SPI: 6 TULANE RD — NO SCALE GLEN COVE,NY 11542-2010 2 10/29/2025 LRD SK SPI: JURISDICTION: TOIXN OF SOUTHOLD ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11X17 PROJECT DESCRIPTION APPLICABLE CODES& P TO\VN HALL ANNEX BUILDING,54375 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS _ ROUTE 25 AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY REFERENCE DOCUMENTS C T THE PURPOSE OF THIS PROJECT 1S TO ENHANCE BROADBAND SOUTHOLD,NY 11971 THE EN Pc GINEER IN\V`RITING OF ANY DISCREPANCIES BEFORE CONNECTIVITY AND CAPACITY TO TIIE EXISTING ELIGIBLE PROCEEDING WITH THE\VORK OR BE RESPONSIBLE FOR SAME ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ELECTRIC PROVIDER LONG ISLAND POV ER AUTHORITY \FIRELESS FACILITY. ACCORDANCE\ZTTH THE CURRENT EDITIONS OF THE FOLLO\VING 631 755-6000 T c ( ) TO\E'ER SCOPE OF\r'ORIC: CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. F. NTOTHINTG IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK{NOT 1S TELCO PROVIDER VERIZON CALL NEW YORK ONE CALL •REMOVE(6)COMMSCOPE-SBNHH-ID65A ANTENNAS CONFORMING TO THESE CODES: ;3 \800)962-7962 P, 0 •REMOVE(3)CSS-X7CAP-480-V ANTENNAS I- CAL!3 WORKING DAYS C L •REMOVE(3)NOKIA-AHBCC RADIOS T CODE TYPE CODE W� y PROJECT TEAM BEFORE YOU DIG! � •REMOVE(3)NOKIA-AHBCA RADIOS BUILDING 2 0 2 0 N E\V YORK STATE BUILDING CODE/IBC 2018 � •REMOVE(3)NOKIA-AHFIC RADIOS MECHANICAL 2 0 2 0 N EW YORK STATE MECHANICAL CODE/IMC 2018 of NEW y 3 �P •INSTALL(3)SAMSUNG-MT6413-77A ANTENNAS ELECTRICAL 2 0 2 0 N EW YORK STATE BUILDING CODE/NEC 2018 a���<o°tea�9 A&E FIRM: 3�G TRYO\T ROAD •INSTALL(6)COMMSCOPE-NHH-65A-R2B ANTENNAS *o T CONTRACTOR PMI REQUIREMENTS INSTALL 3 SAMSUNG-R0440CC CLIP ON ANTENNA FOR RT4423 RADIOS C l RALEIGH,NC 27603 () REFERENCE DOCUMENTS: (919)661-6351 •INSTALL(3)SAMSUNG-RF4461D-13A RADIOS FZ� •INSTALL(3)SAMSUNG-RF4801D-25A RADIOS STRUCTURAL ANALYSIS: STANTEC �r PMI ACCESSED AT hops://pmi.vzwsttuct.com DATED: 07/18/2025 ress53 `aa CRO\\'N CASTLE SEAN KROEPER-PROJECT MANAGER •INSTALL(3)SAMSUNG-RT-F423-48A RADIOS SCOTT C.BRANTLEY-PROFESSIONAL ENGINEER SMART TOOL VENDOR •INSTALL(3)3X6 HYBRID CABLES MOUNT ANALYSIS: TKI{ENGINEERING DPC `^'cItiSs1o. a`f PROJECT NUMBER 10293560 DATED: 04/17/2025 10/26/2025 0 0 3 CORPORATE P.�RI{DRIVE,SUITE 101 Vz\V LOCATION CODE(PSLC) 144800 GROUND SCOPE OF\VORK: R z CONTACTS: RFDS REVISION: 2 2 CLIFI.ON PARK,NY 12065 DATED: 04/02/2025 w z '�• PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT •y/A ORDER ID: 708220 z ANALYSIS REPORT REVISION: I ALEXAI�TDER NFABBETT IT IS A\•IOLA TON OF LAtr FOR ANY PERSON, r L'NLESSST iFY.`.REACTING LINDER THE DIRECTION 2 ALEXANDER.MABBETT@CRO\&?NCASTLE.COM OFALICENSEDPROTESSIONALENCINEEP, �2 MOUNT MODIFICATION REQUIRED I N TO ALTER THISDOCL'AD;NT. HEATHERItIILLER-AES c >o HEATHER.MILLER@CRO\-,,NCASTLE.COM SHEET NUMBER: REVISION: VzW APPROVED SMART HIT VENDORS = NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE REFER TO MOUNT MODIFICATION DRA\VINGS _ 2 CRONX-N NOC AT(800)788-7011&CROVINT CONSTRUCTION MANAGER PAGE FOR Vz\V SMART KIT APPROVED VENDORS 111 •CROWN CASTLE USA INC.SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SMALL APPLY: 1. NOTICE TO PROCEED-NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC.WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE TO PROCEED(NTP)AND THE ISSUANCE OF A PURCHASE ORDER.PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON FEDERAL,STATE,AND LOCAL CODES/ORDINANCES. ���'� SITE YOU MUST CONTACT THE CROWN CASTLE USA INC.NOC AT 800-788-7011&THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2 CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED on USA INC.CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. "LOOK UP"-CROWN CASTLE USA INC.SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING,RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR ANC/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN IJINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC, 4 CE\TEROCK ROAD CONSIDERED DURING ALL STAGES OF DESIGN,INSTALLATION,AND INSPECTION.TOWER MODIFICATION,MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 41. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO , REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE AS NOT EVERY CONDITION OR ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN REQUIREMENT OF_THE NATICNAL ELECTRICAL CODE. _ _ - - - -- - - V`ST`1 ACK,NY 10994 FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 42 ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN, CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED,22,000 AIC MINIMUM.VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN ANY WAY,OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. - - INTENDED USE.ANY COMPROMISED SAFER CLIMB,INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES,SEQUENCES,AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF-VERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL BE AND REPORTED TO YOUR CROWN CASTLE USA INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND,1/2"PLASTIC ELECTRICAL TAPE WITH UV CROWN MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO.BRACING,FORMWORK,SHORING,Fi`C. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. S. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE CASTLE 3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE.PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION,WIRE CONFIGURATION,POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUN.BERS(i e.PANEL BOARD AND v THIS INCLUDES,BUT IS NOT LIMITED TO,BUILDING,ELECTRICAL,MECHANICAL,FIRE,FLOOD ZONE, DETAILS, WHERE NO DETAILS ARE SHOWN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, CIRCUIT ID'S). ENVIRONMENTAL,AND ZONING.AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED,ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DE=IAILS, 3 CORPORATE PARK DRIVE,SUITE 101 REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL / 7. PANEL BOARDS{ID NUMBERS)SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. GENERAL NOTES,AND SPECIFICATIONS,THE GREATER,MORE STRICT REQUIREMENTS,SHALL GOVERN IF FURTHER B. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. CI..IFTON PARK,NY 12065 REQUIREMENTS. CTLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD 4 ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING a 9. ALL POWER AND EQUIPMENT GROUND WIRING.W TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(WIS OR LARGER) 5 SUBSTANTIAL EFFORT HAS SEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO PLANS,CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL WITH TYPE THHW.UIPME THWN-2,UXHHW,XHHWATE THIN,OLW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED, ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN,AND SHALL MEET 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR ER OR LARGER)WITH PLANS PREPARED BY: ANSI ASSE A10.48 LATEST EDITION);FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS,MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE TYPE THHW,THWN,THWN-2,XHHW,XHHW-2,THIN,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED / ( ) CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE SCOW CORD 14 INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL (�{ OR LARGER)UNLESS RIGGING PLANS SHALL ADHERE TO ANSI ASSE A10.�8 LATEST EDITION AND CROWN CASTLE USA INC IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. / ( ) ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD CED-STD-10253,INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR E 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL W,MULTI-CONDUCTOR,TYPE L CABLE ERtc OR LARDER.WITH 6 PRIOR TO TH,.SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE CLASS IV CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURES IN ACCORDANCE WITH ANSI TIA-322 TYPE THHW,THWN,THINNING XHHW,XHHW-2,THIN,THW-2,RHW,, R1PRE INSULATION UNLESS OTHERWISE SPECIFIED. () / EXISTING CONDITIONS AND 70 CONFIRM ALLY THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STY!E,COMPRES510N WIRE LUGS AND WIRE NUTS BY THOMAS AND (LATEST EDITION). DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. J;r im.,P 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068"INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BETTS(OR EQUAL).LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75'C(90'C IF AVAILABLE). ACTIVITIES ON CROWN CASTLE USA INC.TOWER SITE,"CED-STD-10294"STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE MOUNTS AND APPURTENANCES,"AND LATEST VERSION OF ANSI TIA-1019-A-2012"STANDARD FOR ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. 326TRYONROAD / OF THE WORK_ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15. ELECTRICAL METALLIC TUBING(EMT),INTERMEDIATE METAL CONDUIT(IMC).OR RIGID METAL CONDUIT(RMC)SHALL BE USED F0= RALEIGH,NC 27603-3530 INSTALLATION,ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. OFFICE:(919)661-6351 6 IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR 8. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING(EMT)OR METAL-CLAD CABLE(MC)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS, www.tepgroup.net SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC.PRIOR TO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17, UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC ON STRAIGHTS AND SCHEDULE 60 PVC UNDER ALL TRAFFIC EASEMENTS TEP)OB4 360823130145 PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S AND ALL ELBOWS/90s.ABOVE GRADE CONDUIT TO BE SCH 80 PVC OR IMC/RMC CONDUIT.EMT IS ALLOWED AT STUB UP 7 ALL MATERIALS FURNISFFD AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE_ LOCATIONS AND INDOORS ONLY. CODES,REGULATIONS AND ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL IB. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING OCCURS OR FLEXIBILITY IS NEEDED. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING'OF ALL CONDUITS FOR SCREW FITTINGS ARE NOT ACCEPTABLE VERIZON SITE NUMBER: ORDINANCES AND APPLICABLE REGULATIONS. POWER,AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO,AND GROUNDING PLAN 20. CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND 5000193811 8. THE CONTRACTOR SHALL INSTALL ALL EOUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. THE NEC. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. (WIREMOLD SPECMATE WIREWAY). 10, ALL EXISTING ACTIVE SEWER,WATER.GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED 1N THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 22 SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER(PANDUIT TYPE E OR EQUAL). BU#:806579 WORK,SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S 23- CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS.EXPLOSIVE WORK,SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR.EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. DEVICES(i.e.POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.CONTRACTOR SHALL 14 CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES CHANGES PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL A DAILY BASIS. IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN CROWN CASTLE SITE NrllVIE PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION E) A NEAT AND WORKMANLIKE MANNER PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES ALL CONDUIT NY CUTCHOGUE 958280 CONSTRUCTION SAFETY PROCEDURES SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO 11, ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING,CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED SPECIFICATIONS,LATEST APPROVED REVISION. t;ONs',RETE. F OuNDA,IONS, AND REINFORCI\G STEEL: MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND TRASH AT 24. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET THE COMPLETION OF THE WORK.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER STEEL SHALL MEE OR EXCEED UL 50 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR 21855 COUNTRY M REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184,ASTM A185 AND BETTER)FOR EXTERIOR LOCATIONS CUTCHOGUE,NY 11935 13. ALL EXISTING INACTIVE SEWER,WATER,GAS.ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 25. METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR NON-CORRODING;SHALL MEET OR EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE,SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED EXCEED UL 514A AND NEV,A OS 1 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL TO BE 1000 psf, (WP OR BETTER)FOR EXTERIOR LOCATIONS. OF CONTRACTOR,TOWER OWNER,CROWN CASTLE USA INC.,AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(f'c)OF 3000 psi AT 28 DAYS,UNLESS NOTED 26. NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED t_ n 14, THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIOR LOCATIONS EXISTING 107 G SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD.TEMPERATURE OF CONCRETE SHALL NOT EXCEED 901 AT TIME OF 27, THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC MONOPOLE EQUIPMENT,ROOMS,AND SF GETTERS PLACEMENT BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES AMOUNT OF AIR 28 THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO OF WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY, All 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO(W/C)OF 0.45. 29 INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW"VERIZON"- SURFACE APPLICATION. 5 ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASTM 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. ISSUED FOR: 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185.ALL SPLICES SHALL BE CLASS B"TENSION SPLICES,UNLESS NOTED OTHERWISE.ALL HOOKS SHALL BE EQUIPMENT OR DRIVEWAY,SHALL K GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS,UNLESS NOTED OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE CONDUCTOR COLOR CODE REV DATE DR'%N DESCRIPTION IDES/Q- AS FOLLOWS: EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. SYSTEM CONDUCTOR COLOR 0 07/2?/2025 LRD SK SPK 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL �4 BARS AND SMALLER................. 40 ksi MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE.WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi A PHASE BLACK 1 07/29/2025 LRD SK SPK 6 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ARWA UNIFORM COLOR CODE.. FOR EROSION AND SEDIMENT CONTROL. ON DRAWINGS: 120/24OV,10 B PHASE RED 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND 2 10/2B/2025 LRD SK SPK STRUCTURES,ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST ED TO AND PERMANENTLY EXPOSED TO EARTH..... 3" NEUTRAL WHITE OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: GROUND GREEN WHITE PROPOSED EXCAVATION 6 BARS AND LARGER........ 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL """""'""' """'""" """'2 A PHASE BACK CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE BARS AND SMALLER.. 1-i/2" g PHASE RED ®TEMPORARY SURVEY MARKINGS RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO F�441H U2 WEATHER: 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS......... ...3/.4" 120/208V,30 C PHASE BLUE ELECTRIC POWER LINES,CABLES. FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS.... 1-1/2" NEUTRAL WHITE GROUND GREEN CONDUIT,AND LIGHTING CABLES 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNLESS NOTED YELLOW GAS,OIL,STEAM,PETROLEUM,OR 22 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND FROZEN MATERIALS,SNOW OTHERWISE,IN ACCORDANCE WITH ACI 301 SECTION 4 2 4 GASEOUS MATERIALS OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT ( A PHASE BROWN COMMUNICATION,ALARM OR SIGNAL LINES, B PHASE ORANGE OR PURPLE CABLES,OR CONDUIT AND TRAFFIC LOOPS 277/480V,30 C PHASE YELLOW POTABLE WATER GREENFIELD GROUNDING NOTES: NEUTRAL GREY 1 ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION AND AC POWER GES'S)SHALL BE BONDED TOGETHER AT OR BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN' GROUND GREEN RECLAIMED WATER,IRRIGATION,AND ACCORDANCE WITH THE NEC. SLURRY LINES POS (T) RED-DC VOLTAGE 2 THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND NEG(-) BLACK" �SEWERS AND DRAIN LINES OF NSW ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. f' SEE NEC 21D5(C)(t)AYD(2) e O THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE ' �p� G. /+w ,p TESTING RESULTS. POLARITY uARKED AT TERLIWITICN A 4 METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH#6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT ABBREVIATIONS: (�� CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO B 7 S EQUIPMENT. ANT ANTENNA 6, EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,#6 STRANDED COPPER OR LARGER FOR INDOOR BTS;#2 BARE SOLID TINNED (E) EXISTING TO,d53 �y COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME D 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. GEN, GENERATOR L �/ 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE'#,2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPS GLOBAL POSITIONING SYSTEM 10/28/2025 9. ALUMINUM CONDUCTOR OR COPPER CAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 10. USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45-BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION I� �02(" 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MGB MASTER GROUND BAR �j a 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS WAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS, (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE SOUYHOLLT I 15, APPROVED ANTIOXIDANT COATINGS(i.e.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED PLANNING bOAFM 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PANT �W I IS A VIOL9`ION OF LAW FOR ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES.FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. QTY QUANTITY L'NLESSTHEYAREACFING UNDER THE DIRECTION 18, BOND ALL METALLIC OBJECTS WITHIN 6 It OF MAIN GROUND RING WITH(1){!J2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OFA LICENSED PROFESSIONAL ENGINEE& 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS, REIS RADIO BASE STATION TO ALTER THIS DOCUNIENT METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RD REMOTE ELECTRIC TILT USED.WF=RE USE OF METAL CONDUIT IS UNAVOIDABLE(i.e.,NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. REDS RADIO:REOU HEE DATA SHEET 20. ALL GROUNDS THAT TRANSITION MRRU FROM BELOW GRADE TO ABOVE GRADE MUST BE J2 BARE SOLID TINNED COPPER IN 3/4"NON-ETALLIC,FLEXIBLE CONDUIT FROM 24"BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION RRH REMOTE RADIO HAD SHEET NUMBER: RED ISION: E SEALED WITH SILICONE CAULK.(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). SIAD SMART INTEGRATED DEVICE REMOTE RADIO UNIT POINT.THE EXPOSED END OF THE CONDUIT MUST B ) SIA 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE,THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS,AND WATER TOWERS GROUNDING RING,TO TMA TOWER MOUNTED AMPLIFIER THE EXISTING GROUNDING SYSTEM,THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER.ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM,THE BUILDING STEEL COLUMNS, TYP TYPICAL T-2 LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE(FERROUS OR NONFERROUS M.=_TAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT NOTE: SITE PLAN SHOWN BELOW WAS REPRODUCED FROM INFORMATION PROVIDED BY CROWN CASTLE. EXISTING CONTRACTOR TO VERIFY ED/ ALL EXISTING INFORMATION IS �,rerizon AS INDICATED ON SITE PLAN, CONTRACTOR IS TO � TO BE RELOCATREMOV SITE ESTABLISEXISTING THE UNDERGROUNDEXISTENCEANDNDOV OVERHEAD UT ILITIES,OF ALL � n �� NEW/RELOCATED IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF LJ`\��7L�DD ANY DISCREPANCIES, 4 CENTEROCK ROAD %LQOO?•_AfN A N 02026 WEST NYACK,NY 10994 THE TOWER IS LOCATED IN ZONE"X"AREAS OF MINIMAL FLOODING ACCORDING TO FEMA COMMUNITY PANEL VX36103CO163H,DATED 09/25/2009. SOUTHULD TDdd pl1,NwNG BOARD CROWN (E)HANDHOLE BY OTHERS (E)6'-0"0 TOWER FOUNDATION PAD CCCASTLE 3 CORPORATE PARK DRIVE,SUITE 101 CLIFTON PARK,NY 12065 (E)108'-6"MONOPOLE TOWER PLANS PREPARED BY: (E)UTILITY H-FRAME BY OTHERS(TYP) -- x-- - - —T 'I (E)10'-0"x4'-0"EQUIPMENT PAD BY OTHERS J (E)6'-9"x16'-10"EQUIPMENT PAD BY OTHERS-� `` ••M1 (N)VERIZON FEEDLINES TO BE INSTALLED 326 TRYON ROAD J (3)3X6 HYBRID CABLES RAL.EIGH,NC 27603-3530 1r •• 1 (ROUTE PER STRUCTURAL ANALYSIS) OFFICE:(919)661-6351 ` www.tepgroup net •� ` TbP IC1A i 3GOA?t 19C1i 5 •� .•• • ' ''1\ • / �-(E)VERIZON FEEDUNES TO REMAIN d. • .• }`� (3)6X12 HYBRID CABLES VERIZON SITE NUI\,BER: 5000193811 •.•• ! -+' (E)VERIZON 12'-0"x26'-O"EQUIPMENT (E)8'-0"x8'-0"SHELTER BY OTHERS SHELTER AREA IN 12'-0"x26'-O"LEASE AREA •' T l� BU#:806579 (E)ICE BRIDGE BY OTHERS(TYP) �_ CROWN CASTLE SITE NAME (E)VERIZON ICE BRIDGE " `••r. '� NY CUTCHOGUE 958280 (E)1O'-0"xl8'-6"EQUIPMENT CONCRETE PAD BY OTHERS o 0 21855 COUNTRY RD CUTCHOGUE,NY 11935 / o� - r! EXISTING 107'-611 1 ' fft MONOPOLE (E)VERIZON OVPS TO REMAIN �; i_ .•ti M, •Y M-r 1 / (3)RAYCAP-12 OVP (E) a ISSUED FOR: i 3'-0"x i 6'-0"EOUIPMENTCOM ' CONCRETE PAD BY OTHERS ,• I r• Ll / REI' DATE DR\DN DESCRIPTION DES/ ` y Q- ♦• �• .. 0 07/22/2025 LRD SK SPK • 1 07/29/2025 LRD I SK SPK (E)CHAIN LINK FENCED COMPOUND i r .� a ° •r f / 2 10/28/2025 LRD SK SPK Li(E)4'-6"WIDE ACCESS GATE %k j ••' t (E)VERIZON 200A METER AND a i k / SERVICE DISCONNECT IN SLOT"4"•• +r _ ♦•' 'X r % j I LABELLED METER(#153 090 453) • r'_ / / (E)Doom PAD MP) OF ' e.o. O 70'-2 � (E)VERIZON 3'-4"x9'-2"GENERATOR IN (COMPOUND AR:Aj 4'-0"x8'-O"LEASE AREA (E)12'-0"WIDE ACCESS GATE (E)GENERATOR BY OTHERS "'OFgSSlO�4� \- (E)5'-0"WIDEACCESS GATE 10/28/2025 (E)4'-0"WIDE ACCESS GATE(TYP) 17 1S A VIOLkT20N OF LAIC'FOR ANY PERSON, UNLESS THEY ARE_{DYING UNDER THE DIRECTION OF A LICE 1SED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUNIENT. SHEET NUMBER: REVISION: ,11 COMPOUND PLAN 1 2 SCAUE. 1/4"=1'-0"(FULL Si2E) \\' iC-1 c] 2 It 1/8"_V-0"(ttxi7) Y VERIZON EQUIPMENT L `z�^: ANTENNA CL:105'-0"&103'-0" m MOUNT CL:102'-0" O EXISTING NOTE: NOTE: TO BE RELOCATED/REMOVED veriz on CONTRACTOR TO REMOVE ALL UNISTRUT CONTRACTOR TO REMOVE ALL UNISTRUT ® NEW/RELOCATED MOUNTING HARDWARE FROM THE PLATFORM MOUNTING HARDWARE FROM THE PLATFORM IN EACH SECTOR,INSTALL RADIOS TO IN EACH SECTOR.INSTALL RADIOS TO MOUNT AS SHOWN IN THE MOUNT ANALYSIS MOUNT AS SHOWN IN THE MOUNT ANALYSIS 4 CENTEROCK ROAD PER TKK ENGINEERING DPC, PER TKK ENGINEERING DPC, WEST NYACK,NY 10994 DATED APRIL i7,2025. DATED APRIL 17,2025 '0?OF STRUCTURE WITH APPURTENANCE iOp OE STRUCTU•RE WITH APPURTENANCE y -��� ` Eta -1 _ CROWN CCCASTLE 3 CORPORATE PARK DRIVE,SUITE 101 CLIFTON PARK,NY 12065 TOP OF TOWER TCP 0 f107'- F. -107-6 EXISTING EQUIPMENT BY OTHERS =L-' t0 -6 r EXISTING EQUIPMENT BY OTHERS�, : MCL=10fi'-0" II.ANS PREPARED BY: / MCL=106'-0' VERIZON ANTENNA CENTERLINE .�VER1Z0%AS;r\NA CENTEKL:NE / y'a-s r i 05-0 i VE O&ANTENNIA CENTERLINE4- V:RIZO�ypU!:T[�VTiR�'.? �� . EL' 102-0 (E)VERIZON OVPS TO REMAIN l�rV.a 103'-0 1; r].A (3)RAYCAP-12 OVP VERIZON EQUIPMENT TO BE REMOVEDI II(E) VERl7.pk v.OuxT CE!cTCR1,11.£ (3)COMMSCOPE-SBNHH-1D65A ANTENNEA. cLD. t0Y_ 32G TRI"ON ROAD (3)NOKIA-AHBCC RADIOS �� EXISTING EQUIPMENT BY OTHERS� �� (E)VERIZON OVPS RAL.EIGH,NC 27603-3530 (3)NOKIA-AHFIC RADIOS MCL=93'-0' (3)RAYCAP-12 OVP OFFICE:(919)661-6351 (3)NOKIA-AHBCA RADIOS I ,�EXISTING EQUIPMENT BY OTHERS II www.tepgroup.net MCL=93'-0" (E)VERIZON ANTENNAS TO BE REMOVED (N)VERIZON EQUIPMENT TO BE INSTALLED 1Ee 1os x 3aoa?1:3p1 5 (3)CSS-X7CAP-480-V iT (3)SAMSUNG-MT6413-77A ANTENNAS �ij (6)COMMSCOPE-NHH-65A-R2B ANTENNAS (3)SAMSUNG-R0440CC CLIP ON ANTENNA FOR RT4423 RADIOS (3)SAMSUNG-RF4461D-13A RADIOS VERIZON SITE NUMBER: EXISTING EQUIPMENT BY OTHERS EXISTING EQUIPMENT BY OTHERS (3)SAMSUNG-RF4801D-25A RADIOS (3)SAMSUNG-RT4423-48A RADIOS 5000193811 MCL=79'-0-IF MCL-79'-0' ! I II, Bli#:806579 EXISTING EQUIPMENT BY OTHERS�, EXISTING EQUIPMENT BY OTHERS CROWN CASTLE SITE NAiV E MCL=69'-0"� MCL=69'-0" I IVY CUTCHOGUE 958280 I II� I 21855 COUNTRY RD II (E)VERIZON FEEDLINES CUTCHOGUE,NY 11935 I) (3)6x12 HYBRID CABLES (I (N)VERIZON FEEDLINES TO BE INSTALLED EXISTING 1071-611 I II (3)3x6 HYBRID CABLES (E)VERIZON FEEDLINES TO REMAIN (ROUTE PER STRUCTURAL ANALYSIS) MONOPOLE (3)6x12 HYBRID CABLES STRUCTURAL-ANALYSIS NOTES: ( (F)108'-5"MONOPOLE TOWER 1. THE DESIGN DEPICTED IN THESE DRAWINGS II ISSUED FOR: IS VALID WHEN ACCOMPANIED BY A I E 108-6"MONOPOLE TOWER CORRESPONDING PASSING STRUCTURAL II REV DATE DR\4N DESCRIPTION DES/Q_ () ANALYSIS, I 2. CONSTRUCTION MANAGER/GENERAL 0 07/22/2025 LRD SIC SPIT CONTRACTOR SHALL REVIEW THE I) 1 07/29/2025 LRD SK SP[: STRUCTURAL ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. I) 2 10/28/2425 LRD Sk SPIN 3, ANY REQUIRED STRUCTURAL MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY FOR I III � II I it II F- I El,f OQ I II *U ,t,C� j ?070=of TOWER t?OTTOLt C*TOWER ElEY. 0 ELM Dam JAN 0 0 2026 SOUTH 0 L L)T OWN IT IS A t'IOL.9TION OF LAW'FOR.ANY PERSON, PLANNING BOARD UNLESS THEYAREACTINGUNDERTHEDIRECTION OF A LICENSED PROFESSIONAL,ENGINEER TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: EXISTING TOWER ELEVATION FINAL TOWER ELEVATION 2 1 2 SCALE: 1/8"=1'-0"(FULL SIZE) SCALE: i 1/B"=1'-0"(FULL SIZE) C-2 s t 7 1/16"=1'-0"(1107) 6 `a' ±' 1/16"=1'-D-(11.17) ll�- L EXISTING ■ O TO BE RELCCATED/REMOVcD verizon-� NEW/RELOCATED 4 CENTEROCK ROAD WEST NYACK,NY 10994 CROWN (N)VERIZON ANTENNAS TO BE INSTALLED SAMSUNG-MT6413-77A CASTLE (3 TOTAL,1 PER SECTOR)�\ (E)VERIZON ANTENNAS TO BE REMOVED (N)VERIZON ANTENNAS TO BE INSTALLED 3 CORPORATE PARK{DRIVE,SUITE 101 CSS-X7CAP-480-V SAMSUNG-R0440CC CLIP ON ANTENNA CLIFTON PARK,NY 12065 (3 TOTAL,1 PER SECTOR) FOR RT4423 RADIO BELOW MT6413-77A (3 TOTAL,1 PER SECTOR) PLANS PREPARED BY: (N)VERIZON RADIOS TO BE INSTALLED SAMSUNG-RT4423-48A BELOW (N)VERIZON ANTENNAS TO BE INSTALLED MT6413-77A(3 TOTAL,1 PER SECTOR) COMMSC(6 TOTAL,2,2-NH PER SECTOR)ECTOR)R2B , , 1 Q _ -A Al AlSUNG-RF4461D/ / S N)VERIZON RADIOS 0 38E INSTALLED MOUNT (GAMMA) (3 TOTAL,1 PER SECTOR) 3EI H,N ROAD R C D (E) AHBCC 32'AZIMUTH 50'AZIMUTH OFFICE:(9 9)66106351 (E)VERIZON RADIOS TO BE REMOVED (E)VERIZON RADIOS TO BE REMOVED (3 TOTAL,1 PER SECTOR) NOKIA-AHFIC v" \vvw tepgroup net (3 TOTAL,1 PER SECTOR) Ir / TEP)OB=360821130195 C4 Ce. A2 _ (E)108'-6"MONOPOLE TOWER MOUNT (E)VERIZON RADIOS TO BE REMOVED . lr NOKIA-AHBCA 3. / 32'AZIMUT� �� �Q�. VERIZON SITE\TU1�dBER: (3 TOTAL,,PER SECTOR) _ A ;,� , 5000193811 i �IOUNT_ANALYSIS NOTES: r a N 7 1 TF E DESIGN DEPICTED IN THESE DRAWINGS y y ly` B U#:806579 IS VALID WHEN ACCOMPANIED BY A S -(N)VERIZON RADIOS TO BE INSTALLED CORRESPONDING PASSING MOUNT ANALYSIS SAMSUNG-RF48DID-25A A3 2 CONSTRUCTION MANAGER/GENERAL `�x�. ,, % (3 TOTAL,1 PER SECTOR) ��`` C3 CONTRACTOR SHALL REVIEW THE MOUNT CROWD CASTLE SITE NAME_i r �: ANALYSIS FOR ANY CONDITIONS PRIOR TO ' INSTALLATION NY CUTCH4GUE 958280 3 ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY FOR A4 218 r AG 55 COUNTRY RD ryry�P / CUTCHOGUE,NY 11935 MOUNT Vp �'3 MOUNT 272'AZIMUTH 272•AZIMUTH • EXISTING 107'-6" r C2 I C2 MONOPOLE 5 I f• � (BETA) ISSUED FOR: �'• 222'AZIMUTH •�!'e^+ RE\'j DATE DR\LTl DESCRIPTION TOES/Q- /o*' pB 1 t �i•+. B 1 0 107/22/2025 LRD SK I SPK ep. 1 07/29/2025 I LRD Si~ $PIC /,\'\ 9 2 10/2R/2025 LRD SK SPI: (E)108'-6"MONOPOLE TOWER Cl B2 CI 4,+ E2 e q-k' r^y (ALPHA) AZIMUTH ��3 M. 'C / •' OUNT \ f • /' �.\ • 152•AZIMUTH • B3 �ti1t1P )I i =5• e'RS' COM SCIOPE SBNHH 1D65A REMOVED (5 TOTAL,2 PER SECTOR) \ (E)VERIZON DVPS TO REMAIN 64 MOUNT MANUFACTURER-12 OVP 84 w4w AZIMUTH (3 TOTAL,1 PER SECTOR) OF NEIy qP�♦t c© f`O�� * y n (E)VERIZON OVPS r MANUFACTURER-12 OVP (3 TOTAL,1 PER SECTOR) .o�,10;G53 Sslo 10/29/2025 C [p D WM JQ N 0 8 2026 IT IS_'<VIOLN70N OF LAW'FOR AN1'PERSON, L'NLESS THEY ARE ACTING UNDER THE DIRECTION SOU I FOLD I OWNOFALICENSEDPROFESSIONALENGINEER, TO ALTER THIS DOCL'NtENT. PLANNING BOARD SHEET NUMBER: REVISION: EXISTING ANTENNA PLAN @ 102'-0" % FINAL ANTENNA PLAN @ 102'-0„ C-3 L 1 cCALE; 3/B1'"=-0'•GULL SIZE) _ SCAI E; '- - 3/B"=-0"(FULL SIZE) 1, � �/ 0 3/16"=i'-o"(,1x17) ti.� t'2' 1' 0 2' 3/:6' -0"(t1x17) ■ verizor 4 CENTEROCK ROAD VIEST NYACK,NY 1099.1 CROWN FINAL EQUIPMENT SCHEDULE C CASTLE 3 CORPORATE PART{DRIVE,SUITE 101 (GC TO VERIFY WITH CURRENT RFDS) CLIFTON PARK,NY 12065 PLANS PREPARED BY: ANTENNA RADIO DIPLEXER TMA SURGE PROTECTION CABLES POSITION r 1 TECH STATUS/MANUFACTURER MODEL AZIMUTH RAD CENTER CITY. STATUS/MODEL LOCATION OTY STATUS LOCATION CITY STATUS QTY STATUS/MODEL OTY STATUS/TYPE SIZE LENGTH L-SU86 (N)SAMSUNG-MT6413-77A 130' 105'-0" Al 1 (N)SAMSUNG-RT4423-48A TOWER - - _ _ 1 (E)RAYCAP-12 OVP } (_)cX12 H 321J 153'-0" 326TRYONROAD CBRS (N)SAMSUNG-R0440CC-CLIP ON ANTENNA 130' 103'-0" RCMDC-6627-PP-48 FOR RT4423 RADIO OFF 0ICE:(919)'6611 6351 %VWNV.tepgroup.nei TEPJOBr 360821130145 A2 700,850, (N)COMMSCOPE-NHH-65A-R2B 130' 105'-0" 1 N)SAMSUNG-RF44610-13 TOWER - - - - - - 1 (N)3X6 HYBRID 7/8" 153'-0" 1900,AWS VERIZON SITE NUMBER: 700,850, 5000193811 A3 1900.AWS (N)COMMSCOPE-NHH-65A-R2B 130' 105'-0" 1 N)SAMSUNG-RF4801D-25 TOWER - - - - - - BU#:806579 Ac CROWN CASTLE SITE NAME IVY CUTCHOGUE 958280 L-SUB6 (N)SAMSUNG-MT6413-77A 222' 105'-0" B1 1 (N)SAMSUNG-RT4423-48A TOWER - - _ _ _ I (E)RAYCAP-12 OVP CBRS (N)SAMSUNG-R0440CC-CLIP ON ANTENNA 222' 103'-0" RCMDC-6627-PF-49 (=)6X12 HYBRID 21855 COUNTRY M FOR RT4423 RADIO CUTCHOGUE,NY 11935 190,8A50. (N)COMMSCOPE-NHH-65A-R2B 222• 105'-0" 1 (N)SAMSUNG-RF4461D-13 TOWER - - 1 (N)3X6 HYBRID 7/8" 153,-0" EXISTING 107'-6t1 MONOPOLE a, 700.850,1900,AWS (N)COMMSCOPE-NHH-fi5A-R2B 222' 105'-0" 1 N)SAMSUNG-RF48DID-25A TOWER - - - ISSUED FOR: REV I DATE I DRNYN DESCRIPTION DES/Q: 0 1 07/22/2025 1 LRD SK SllK 64 - - - - - - - - - - - - - - - 1 107/29/20251 LRD SK SPK 2 I l0/M/2025 1 LRD SK I SPK I I L-SUB6 (N)SAMSUNG-MT6413-77A 50' 105'-0" Cl 1 (N)SAMSUNG-RT4423-48A TOWER - 1 (E)RAYCAP-12 OVP 1 (N)SAMSUNG-R0440CC-CLIP ON ANTENNA RCMDC-6627-PF-48 (E)6X}2 HYBRID -/4- t)<' CBRS -FOR RT4423 RADIO 50' 103'-0" C2 700,850. (N)COMMSCOPE-NHH-65A-R2B 50, 105'-0" 1 N)SAMSUNG-RF4461D-13 TOWER - - - - - - - 1 (N)3X6 HYBRID 7/8" 153'-0' 1900,AWS C3 700,850, (N)COMMSCOPE-NHH-65A-R28 50' 105'-0" 1 (N)SAMSUNG-RF4801D-25A TOWER - - - - - - - - - - 1900,AWS pF NEIV Y * y s* C4 - - - - - - - - - - - - losa A,�ss1o��' •REFER TO THE RFDS FOR MECHANICAL AND DOWNTILT INFORMATION 10/28/3025 G3L C�ME0wD J ^^^^ L IS_T EYAaEONOFL9\C'FOR.TKEPERSON, LJ ICJ{1 hV UNLESS THEY_ARE ACI'TNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUAMN"T Stu 111vL.Li I J';�4'�J PLAN;ING BOARD SHEET NUNISER: REVISION: FINAL EQUIPMENT SCHEDULE SCALE:NOT TO SCALE 2 v- erizon (E)VERIZON FEEDLINES3 6x12 HYBRID CABLES (> a � III I ��f W/CLIMBING SAP (N)VERIZON FEEDLINES TO BE INSTALLED 4 CENTEROCK ROAD o (3)3x6 HYBRID CABLES ME ,AN 0 0 2020 WEST NYACK,NY 10994 O (ROUTE PER STRUCTURAL ANALYSIS) Oo OOWN O°O Q O -- S:JUnMI�NG 6 dARD= 0 00® �I CROWN 0000 CCCASTLE (f) CLIuSING PEGS w/Jrr_^' Cuu3 3 CORPORATE PARK DRIVE,SUITE 101 CLIFTON PARK,NY 12065 PLANS PREPARED BY: (E)FEEDLINES BY OTHERS(TYP) r I vjmip� 0 V� J 326 TRYON ROAD R3LEIGH,NC 27603-3530 OFFICE:(919)661-6351 www tepgroup,net FRONT reeJoB�360e21!3oH; °°0°o 0 ANTENNA SPECS VERIZON SITE NUMBER: 5000193811 MANUFACTURER SAMSUNG BU#:806579 MODEL# MT6413-77A HxWxD 28.9"x 15.75"x 5.51" WEIGHT 57.3 Les CROWN CASTLE SITE NAME NY CUTCHOGUE 958280 BASE LEVEL DETAIL SAMSUNG - MT6413-77A DETAIL 1 SCALE.NOT TO SCALE (� 2 SCALE:NOT I O SCALE 21855 COUNTRY RD CUTCHOGUE,NY 11935 INSTALLER NOTE: EXISTING 107'-6" 1 ALL-0 BEPGALVANI GALVANIZED ES50 MISCELLANEOUS NOTED OTHERWISEARDWARE MONOPOLE O �I ISSUED FOR: RE\' DATE DR%VN DESCRIPTION IOFS/Q- 0 07/22/2025 LRD SK SPR: 4 1 07/29/2025 LRD SK SPK 1 2 10/28/2025 LRD SK SPK Ak I 1 MOUNTING BRACKET— Q ! (SUPPLIED W/ANTENNA) O �{KO GOB ANTENNA MOUNTING PIPE NEW ANTENNA �aO DOWNTILT BRACKET OF NEIV NEW VERIZON ANTENNA 1 SAMSUNG UNG-MT6413 77A rF y (3 TOTAL,1 PER SECTOR) om i13 /' f PIPE MAST(TYP) �$$lOTv 10/28/2025 ��• MOUNTING BRACKET UUU11' (SUPPLIED W/ANTENNA) I° I COM.MSCOPE-NHH-65A-R219 ANTENNA WEIGHT:1.8.40 LBS MOUNTING BRACKET ANTENNA BRACKET [Tt5A%'IC)L%ZCINOF LAW FOK U.Y�� SIZE(HxWxD):55.60"x11.90"x7.10"IN. (SUPPLIED W/ANTENNA) UNLESS THEY ARE ACTINGUNDERTHEDIRECTION OF A LTC.E,\ISED PROFESSIONAL ENGINEERS, TO ALTER THIS DOCUMENT SHECET NUM5BER: REVISION: 2 3 COMMSCOPE - NHH-65C-R2B ANTENNA MOUNTING DETAIL SAMSUNG ANTENNA MOUNTING DETAIL SCALE:NOT TCI SCALE �7�SCALE:NOT TO SCALE 5 SCALE:NOT TO SCALE A ■ verizon 4 CENTEROCK ROAD a. VTST NYACK,NY 10994 Ulf , PLAN PLAN CROWN C-ICCASTLE 3 CORPORATE PARK DRIVE,SUITE 101 p CLIFTON PARK,NY 12065 _ �_ANS PREPARED BY: r -� 326 TRY ON ROAD iuuuuuuuuuuuuuuuu r y u R_�I SIGH(C)6 61-6 3 530 t OFFICE:9I9 G61-G351 wanv.tepgroup.net TEP 1011-3608=1;301� SAMSUNG—RF4801D-25A VERIZON SITE NTJAjJBER: WEIGHT:87.90 LB WEIGH`:79.10 LBS S SAMSUNG— D-13A 5000193811 .10 SIZE(HxWxD):21.OBX17.3OX7 20 IN. SIZE(HxWxD):14 96X14.96X10,23 IN SAMSUNG R0440CC CLIP ON ANTENNA FOR RT4423 WEIGHT:3 3 LBS SIZE(HxWxD):12.0"X8.7"X1.5" BU#:806579 NOTE: NOTE: CROWN CASTLE SITE NAME 1. MOUNTING OF RRH TO PIPE MAST SHALL BE PER MANUFACTURER DIRECTION. 1. MOUNTING OF RRH TO PIPE MAST SHALL BE PER MANUFACTURER DIREOTION. NY CUTCHOGUE 958280 SAMSUNG - RF4801 D-25A SAMSUNG - RF4461 D-13A DETAIL (---,)SAMSUNG - R044OCC CLIP ON ANTENNA FOR RT4423 DETAIL 21855 COUNTRY RD SCALE:NOT TO SCALE SCALE:NOT TO SCALE 1 �`� SCALE:NOT TO SCALE CUTCHOGUE,NY 11935 EXISTING 107'-6" :OV'?ir WITH VMUFACTuRE►tS i74STRc1CuONS TO _\'SJRE THAT Lf RRus RECEIVE E__cTR1CAL PO+I•_ MONOPOLE r:iTNIN 24 HOURS OF 3cING iIimov;D FROtl THE MANUFACTURER'S PACKAGIXG. :O PIP S,B BRACKETS, P,AND.11 CV THE RIuN. 7JAN �'L PIPES,eaacx=:s,a»V4CELLANfOL/SISSUED FOR: 0 8E GALvA,VIZED UNLESS NOD CTHERwiSE,.J'EVNA NOT SHOWN FOR CLARITYate( F.F\' DATE DR�iTV DESCRIPTION DIS/Q.° 0 V 2026 0 107/22/2025 LRD SK SPI: I 1 07/29/2025 LRD SK I SPIT I SOW HOLD HOLD I OWN z t0/2a/2025 LRD SK SPI: +Q / PLAW!'ING BOARD I I PLAN Of Net FRONT (RRU r RRU MOUNTING PLATE 0,0�,1Q;b5•� PIPE MOUNT BRACKET TL7FESS1 p SO/38/2035 RADIO SPECS MANUFACTURER ISAMSUNG MODEL RT4423-48A /.�- ANTENNA MOUNTING PIPE HxWxD 11.80"x 8.70"x 3.60 1-1IS.NIOLIMONOFl.AWFOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION WEIGHT 15.40 LBS OFALICEINSED PROFESSIONAL ENGTIIIEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: (�)SCAMSUNG - RT4423-48A nRRH MOUNTING DETAIL NOT USED _ 2L SALE:NOT TO SCALE SCALE:N01 TO SCALE 6 SCALE:NOT TO SCALE • ■ verizon 4 CENTEROCK ROAD GUEST NYACK,NY 10994 CCCROWN CASTLE 3 CORPORATE PARK DRIVE,SUITE 101 CLIFTON PARK,NY 12065 PLANS PREPARED BY: r q% 7 326 TRYON ROAD FLUEIGH,NC 27603-3530 OFFICE:(919)661-6351 www tepgroup.net TFPJOB r 160821130L-IS VERIZON SITE NUTVIBER: 5000193811 BU#:806579 RRU3 FIBERS 9-12 CROWN CASTLE SITE NAIVfE RRU2 FIBERS 5-8 IVY CUTCHOGUE 958280 FRUl FIBERS 1-4 SYSTEM LENGTH 21855 COUNTRY RD CUTCHOGUE,NY 11935 I MONOPOLE SIDE A �° �I SIDE B ISSUED FOR: 1 REV DATE DM&N DESCRIPTION DES/Q- 0 07/22/20251 LRD SK SPK 1 07/29/2025 LRD SK SPK ° S 2 1 10/28/2025 LRD SK SPK L 21 -31" - 3' ��of Ne►v r �0�� (1 r .c�,lOSG53 10/28/2025 JAN 0 8 2026 SOUTHOLD TOWN PLANNING BOARD ITISACIOLMONOFLJkR'FOR.1N1'PERSO2J, UNLE,CS THEY-ARE-NCUNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT �4 MASTERLINE NGOVP HYBRID ASSEMBLY SHEET NUMBER: REVISION: SCALE:NOT TO SCALE C-5.3 2 TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YA6C-2TC38 3/8"—16 NC SS 2 BOLT J #2 SOLID TINNED YA3C=2TC38 3/8"=16 NC SS Z BOLT verizon o Q o o Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 I 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 STRANDED YA2C 2TC38 3/8" 16 INC SS 2 BOLT O'a 0 I O©Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �()I O O a 0 0 00000000000 #2/0 STRANDED YA26-2TC38 3/B"-16 NC SS 2 BOLT o000 0000000000000000© O°C0 00000000000000000 00 #4/0 STRANDED YA28-2N 1/2"—16 NC SS 2 BOLT 4 CENTEROCK ROAD # WEST NYACK,NY 10994 2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/LONG BARREL HEAT SHRINK Two HOLE LONG BARREL COMPRESSION LUG GROUND RING(2 TYP.FOR (SEE CHART) (CLEAR) TWO HOLE LONG BARREL BOTTOM GROUND BAR ONLY) CROWN COMPRESSION LUG(TYP) (TYP) NUT(TYP) LOCK WASHER(TYP) NOTES: NOTES. ' CASTLE 1. DOUBLING UP"OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS_ -t CC GROUND 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY) CONDUCTOR 3 CORPORATE PARK DRIVE,SUITE 101 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO ANTENNA MOUNT STEEL 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR CLIFTON PARK,NY 12065 \ BOLT(SEE CHART) ` —BURNDY TWO HOLE LUG (TYP) PLANS PREPARED B ANTENNA SECTOR GROUND BAR DETAIL TOWER SHELT (S ER GROUND BAR DETAIL w/LONG BARREL �o EE CHART) � rr SCALE:NOT TO SCALE 2 SCALE:NOT TO SCALE BARE WIRE TO BE TREATEDWITH NO—OX AT BOTH ENDS / J NOTE: /�326 TRYON ROAD 30 STRANDED ALL GROUNDING LUGS ARE TO BE IR\I FICF:GH,NC 27G0-6351 SEE CHART INSTALLED PER MANUFACTURER'S OFFICE:(919)pmet 51 0 ( ) wuv�v.tepgroup.net SPECIFICATIONS.ALL HARDWARE iFp1oB 3/8-11x1"TAMPER BOLTS,NUTS,LOCK WASHERS SHALL aoaz 11so1as RESISTANT BOLT �7 BE STAINLESS STEEL.ALL HARDWARE #6 MIN FROM ANTENNA_ (TYP) =G��1 1\\//EED ARE TO BE AS FOLLOWS:BOLT,FLAT CABLE GROUND KIT INSULATORS 1 v WASHER,GROUND BAR,GROUND LUG,FLAT WASHER AND NUT SEE NOTE 2, . T Tff3 (TYP) I 0 0 JAN 0 g 2026 VERIZOI�SITE I�UI� ER: WALL BRACKET Q 5000193811 (n?) 0 0 JvvN MECHANICAL LUG CONNECTION r//1 Q D (D_ 0 PLAmnNG BOARD SCALE:NOT TO S GROUND BAR ON SHELTER ICECALE BU#:806579 BRIDGE,OR ON ANTENNA TOWER � it! Q .. Q Q Q CROWN CASTLE SITE NAME 0 0 00 0 0 0 0 0 O / a o UNIVERSAL NY CUTCHOGUE 958280 OQ O O C D O 0 O Q © / 0 GROUND BAR(4"x20") (� LOCK WASHER STAINLESS STEEL BOLT P/N M10 I (TYP) 21855 COUNTRY RD (np) STAINLESS STEEL -TWO-HOLE FLAT WASHER CUTCHOGUE,NY 11933 COMPRESSION LUG 2—HOLE CRIMP/ (TYP) TWO HOLE LUG,OR GROUNDING SHALL BE COMPRESSION EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND CONNECTOR r II USED WITH#2 BARE BAR IS ELECTRICALLY BONDED NOTES, )� EXISTING 107-6 CONDUCTOR WIRE TO TO METAL TOWER I �j -. GROD�- MONOPOLE BUILDING SERVICE GROUND 1. DOWN LEAD HOME RUN CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE IF--� BAR OR GROUND RING ( ) USA INC.TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY QAS—STD-10091 NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, STAINLESS STEEL CAD—WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. ii. FLAT WASHER ISSUED FOR: 2, OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL STAINLESS STEEL (TYP) USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS, BELLVILLE WASHER STAINLESS STEEL NUT REV DATE DR\VN DESCRIPITON DES/Q: (TYP) (TYP) 0 07/22/2025 LRD SK SPK SINGLE CONNECTOR AT GROUND BARS 1 07/29/2025 LRD SK SPK STAINLESS STEEL BOLT 2 10/26/20251 LRD SK SPK GROUNDWIRE INSTALLATION GROUND BAR DETAIL I STAINLESS STEEL 4 SCALE:NOT TO SCALE SCALE:NOT TO SCALE FLAT WASHER DRAGON TOOTH WASHER � (TYP) STEEL I c X N< .i 2—HOLE CRIMP/ S (T—ICALLY) WEATHERPROOFING KIT COMPRESSION CONE TOR STAINLESS�' FLAT W WASHER 12"TO 24' (SEE NOTE 3) ` CNP) 120-MAX. NOTE:MINIMUM OF S STAINLESS STEEL STAINLESS STEEL NUT ANTENNA CABLE COAX JUMPER /S NUT �\ 3 THREADS TO BE (TYP) 9ELLVILLE WASHER (TYP) ---^� VISIBLE (TYP) OF NELV 4� TO ANTENNA (TYP) r S/S SPLIT SINGLE CONNECTOR AT STEEL OBJECTS y���cfORgll(0 WASHER CABLE 2 HOLE LONG (1P) r f 4 CONNECTOR BARREL TINNED STAINLESS STEEL SOLID COPPER SELF—DRILLING STAINLESS STEEL 1 WEATHERPROOFING KIT LUG S/S FLAT METAL SCREW FLAT WASHER #6 STRANDED COPPER (SEE NOTE 3) WASHER (TYP) (TYP) GROUND WIRE ( ) "1 1 (TYP) `�PESS10N� TI (GROUND TO GROUND BAR) CABLE GROUND KIT 2—HOLE CRIMP/ �� SEE NOTES 1&2 �� COMPRESSION l0/28/�S TIN COATED SOLID J CONNECTOR COPPER BUS BAR \— NOTES: �1 ASS,HE�7 DRAGON TOOTH METALLIC OBJECT WASHER 1, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR (TYP) WIRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED S/S BOLT D) �" n 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR SINGLE CONNECTOR AT M�IALLIC/STEEL OBJECTS ITSSA4EYARfONrING,UNDER D RTHEDIRECTI RECOMMENDED BY CABLE MANUFACTURER. ✓�� (TYP) L'NLESSTHEI'_1RE.iCT1NGCTNDER7HEDIREGTION 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT,COLD SHRINK SHALL NOT BE OF A LICENSED PROFESSIONAL ENGINEER, USED TO ALTER THIS DOCLINIENT SHEET NUMBER: REVISION: CABLE GROUND KIT CONNECTION 7 LUG DETAIL 8 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS G-1 2 6 SCALE:NOT TO SCALE �,SCALE:NOT TO SCALE SCALE:NOT TO SCALE • WIRE SIZE BURNDY LUG BOLT SIZE ■ #6 AWG GREENINSULATED YA6C-2TC3B 3/8"-16 NC S 2 BOLT verizon - TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TY��Y #2 AWG SOLID TINNED YA3C-2TC3B 3/8"-16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8"-16 NO S 2 BOLT 4 CENTEROCK ROAD �. C•, #2/0 AWG STRANDED YA26-2TC3B 3/13"-16 NC S 2 BOLT WEST NYACK,NY 10994 fl #4/0 AWG STRANDED YA28-2N 1/2"-16 NC S Z BOLT TY-F W TYPE VN TYPE NC TYPE SS TYPE GR SURNDY GROUND LUG W/ ,,FAT SHRINK CROWN LONG BARREL (SEE CHART) (CLEAR) CCCASTLE NUT_ GROUNDING (TYP) CONDUCTOR 3 CORPORATE PARK DRIVE,SUITE 101 !� a CLIFTON PARK,NY 13065 LOCK wASiHYE) TYPE VS TYPE VB TYPE PT TYPE GT: I I I _ANS PREPARED BY: " ' I/ NOTE: m1mvp GROUND BAR� �,BOLT I. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES,CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC U I '-(SEE CHART) MOLDS TO BE USED FOR THIS PROJECT. I I i; (T!P) �' 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD, BIURINDY TWO HOLE LUG W/ 326 TRYON ROAD J I LONG BARREL RULEIGH,NC 27603-3530 CADWELD GROUNDING CONNECTIONS (SEE CHART) OFFICE:(919)661-635I SCALE:NOT TO SCALE BA 0X IRE To BE ENDS ww�v.tepgroupnet 7"EP JOB=360621230145 (GREEN INSULATED)ONLY FOR#6 AWG TO MrtNKAS / (SEE CHART) VERIZON SITE NUl��LBl1R: WEATHERPROOFING KIT 5000193811 (SEE NOTE 3) (i1'PICALtY) ANTENNA CABLE 12'TO 24' -ZU MAX. RX2 TX1/RX1 WEATHERPROOFING KIT BU#:806579 (TYP) NOTES: r • GROUND KIT S. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COAX JUMPER(TYP.) (TYP) ALL HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL.ALL CROWN CASTLE SITE NAIVIE HARDWARE ARE TO BE I FLAT WASHER AND NUT.AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG, NY CUTCHOGUE 958280 CONNECTOR #6 AWG MECHANICAL LUG CONNECTION x WEATHERPROOFING KIT #6 AWG STRANDED COPPER GROUND WIRE �� (>P.SEE NOTE 2) I I COPPER/GALVANIZED SCALE:NOT TO SCALE 21855 COUNTRY RD (GROUNDED TO GROUND BAR) SEE NOTE 1&2 N I I COAX GROUND BAR T BONDED DIRECTLY TOWER CUTCHOGUE,ICY 11935 CABLE GROUND KIT CABLE CONNECTOR ANTENNA CABLE #6 AWG MIN.FROM ANTENNA EXISTING 107'-6" TO BTS EQUIPMENT(TYP.) CABLE GROUND KIT MONOPOLE NOTES: 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. NOTES: ISSUED FOR: 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. T. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND RED' DATE DRWN DFSCRIPTION DES/Q' WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER C= 3 WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BRIDGE,OR ON ANTENNA TOWER 0 07/22/2025 LRD SK SPI: BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE 1 07/29/2025 LRD SK SpK USED. CABLE GROUND KIT CONNECTION O O QO O 2 10/28/2025 LRD SK SPIT 3 SCALE:NOT TO SCALE O1 i QO O Q O 4 GROUND CABLE CONNECTION o O 0 0 0 0 O O O O IO O OQ SCALE.NOT 10 SCALE 0 'TWO HOLE LUG,OR G.40l1NDING SHALL BE 3/8-11x1"TAMPER EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR RESISTANT BOLT WITH#2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO (TYP) WIRE TO BUILDING SERVICE METAL TOWER INSULATORS GROUND OR GROUND RING SEE NOTE 2. WALL BRACKET (TYP) 0 00 GROUNDWIRE INSTALLATION (T'+'p) 0 0 NOTE:MINIMUM OF S/S NUT SCALE:NOT TO SCALE pF NEIy O O 3 THREADS TO BE � VISIBLE (TYP) Q � 0 (TYP) 0 ' S/S SPLIT h 0 WASHER 0 2 HOLE LONG (TYP) #2 TINNED SOLID IN 3/4"LIQUID TIGHT f PIPE 0 BARREL TINNED UNIVERSAL COPPER SOLID COPPER CONDUIT FROM 24"BELOW GRADE TO IOSLS� 0 GROUND BAR(4"x20") LUG S/S FIAT WITHIN 3"TO 6"OF CAD-WELD A LOCK WASHER WASHER TERMINATION POINT,EXPOSED END OF fE�t01 P/N M10 I (TYP) r 11 (TYP) THE LIQUID TIGHT CONDUIT MUST BE ]JI �, � - 10/28/�5 11.�� o vSEALED WITH SILICONE CAULK, - (TYP) TWO-HOLE n COMPRESSION LUG TIN COATED SOLID CADWEELD A O `��h COPPER BUS BAR ( ) A U V NOTES: S/S FLAT ' -,, WASHER 1. DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE TYP USA INC.TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091,NO CHERRY INSULATOR (TYP) $Ol}11'i(IL(J li►1�N pLANN1NG BOARD IT IS T LOCATION OF LEA'FOR ANY PERSON, MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, INSTALLED IF REQUIRED S/S BOLT L'NLECSlTiE1'_iRE_>CTINGUNDER7FIEDIREC 10 CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. TAP TIE INTO EXISTING GROUND RING OF{L[CGNSED PROFESSIONAL ENGINEEi� / I I I I (TYP) TO.9=T HIS DOCUMFNT 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS SHEET NUMBER: REVISION: 6 GROUND BAR DETAIL 7 LUG DETAIL 8 TRANSITIONING GROUND DETAIL ��2 2 SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE: NOT TO SCALE •" '' / ZONING: U LIGHT INDUSTRY ALTA SURVEY • / H •f. •• ,` FLOOD NOTE. FEMA/FIRM COMMUNITY 20' ACCESS EASEMENT LINE TABLE FIALIM OF CUTCHOGUE PANEL 360813 0163 H. COUNTY OF SUFFOLK f ZONE X. AREA OUTSIDE OF LINE BEARING DISTANCE NEW YORK • 0.?�L ANNUAL CHANCE FLOODPLAIN. FOR: CROWN CASTLE s L 1 1 S 54'50'46"E 110.10' 27A NORTH.LLC L12 S 58'0859"E 91.49' •`'P 1000-096-00-01-00-020-001 L13 S 2552'32"W 20.11' SITS:NY CUTCHOGLTS 958280 `r LIBER 12651 PAGE 880 P.O.C. ZONE LI L14 N 58'0859"W 94.16' BUN: 806579 '� • TOWER EASEMENT AND L15 N 54'50'46"W 90.81, ADDRESS:21055 COUNTRY RD. 48 ,u\ SIT •• ueosu ACCESS AND UTILITY EASEMENT / S 29'f3'48"E 21.71' L16 S 35'4255"W 20.00' CUTCHOGU$,NY. 11935 • (nE-L/NE) L 17 N 53'5221"W 20.01' y-UgFOLg COUNTY � • 'y L4 N 32.44'09"E 10.08' • '� S 32'19'36"W 44.38' 41.3'f / L3 N 38'55'05"E 11.93' (UTILITY EASEMENT TIE-LINE) (TOWER) L2 N 35'06'07"E 17.68' CROWN `�r 22.5't B ��UILDING P.O.B. vV 1 v \•`,'- Heart (TOWER) TOWER EASEMENT N CASTLE �••'�, Cemed - s.• S 57'43'S7'E 43.78' m (ACCESS EASEMENT TIE-LINE) 3530 TORINGDON WAY,SUITE 300.CHARLOTTE,NC VICINITY MAP NOT TO SCALE , \ 10.0'f P.O.B. 28277 ACCESS EASEMENT MrsoluL eURM s�l�COO�IIUiz N BY: TOWER EASEMENT LINE TABLE UTILITY EASE P.O.B. O N ti� 1 j 92f ASPHALT G E L I N E LINE BEARING DISTANCE ° / BUILDING L1 S 57.4357"E 43.78' a SURVEYING, I.NC. UTILITY EASEMENT 13430 NW 104th Terrace,Suite A,Alachua,FL 32615 L2 S 35'06'07"W 17.68' J �2 TOWN OF SOUTHOLD /�, � PER L D00012139 T Office(386)418-0500 Fax:(386)462-9986 L3 S 38'55'05"W 11.93" \ . '9.0 WWW.GEOLINEINC COM 1000-096-00-Ot-00-017-005 ,e;` ao.�� p� P 75 L4 S 32'44'09"W 10.08' LIBER 11973 PAGE 984 \` �of.Y.��� O M SURVEY WORK PERFORMED BY: L5 S 33'30'34-W 12.53' ZONE U Q ^ L6 S 32'4459"w 17.98' a�,•��/�� m �/ `` ��0 �' colic 20'ACCESS EASEMENT a�� „(� ` 4466.06 S.F. L5m L7 N 57'10'44"W 20.44' 0.103 AC. LB N 322231"E 17.47' /��// �� `� ` LAWSON SURVEYING&MAPPING L9 N 58'25'04"W 20.67' ' ` �. ..,-i.mar.vtae-�t.l-o.r�.u.._r._.. ,....G�_Sa6LLM.fea-Pa L 10 N 32'19'36"E 20.69' �?�' i/ I (� C�s A'QCIp o TOWER EASEMENT / dy ��• -�'�' 2578.41 S.F. (OA) �` ``Rq�.�3- EASEMENT ON DRIVEWAY / ,. ��;�,•; 0.059 AC. \�iy / wwn.lawaoaeurvey.com N-12-383 ,,�� E` PER L D00012517 �o ,�o '2 /! P 830 DRAMM BY:J.D.d CHECKED BY:R.J.L JOB*5402 UTILITY EASEMENT � N/ N ; � � SURVEYOR'S NOTES PER L 11519 P 573 I► � ` �� r� TO:CROWN CASTLE l 1. BASIS OF BEARING:NORTH PER USER 10321 FIDELITY NA71ONAL TITLE INSURANCE ; //LAWN J �'/ �� ` PAGE 182. COMPANY UTILITY EASEMENT , / �• g� / NO SUBSURFACE INVESTIGATION WAS 3266.13 S.F. / �`"/ o/ �� p 2 PERFORMED TO LOCATE UNDERGROUND UTILITIES. 0.075 AC. UTILITIES SHOWN HEREON ARE LIMITED TO AND `\� ARE PER OBSERVED EVIDENCE ONLY. THIS IS TO CERTIFY THAT THIS YAP OR PLAT _ \ AND THE SURVEY ON WHICH IT IS BASED WERE ® �� �� BUILDING 3. THIS SURVEY DOES NOT REPRESENT A MADE IN ACCORDANCE WITH THE 2011 OMINIIMUY ` �(� o/ U �Z' STANDARD DETAIL REQUIREMENTS FOR �o / BOUNDARY SURVEY OF THE PARENT PARCEL ALTA/ACSM LAND TITLE SURVEYS,•JOINTLY .�, ``.F ASPHALT ARTHUR V.JUNGE �0� / ESTABLISHED AND ADOPTED BY ALTA AND NSPS � mil. J 4.ALL VISIBLE TOWER EQUIPMENT AND goo-oss-oD-o1-00-01s-00 2 IMPROVEMENTS ARE CONTAINED WITH IN THE IN 2011 AND INCLUDES I71:]YIS 1,2.3.4.�xb), � n � �- ���� 7(a),7(b i.7(c),8,9,11(c).13.14.16.1.1tk1. 5/8 \. UBER 10321 PAGE 162 0 DESCRIBED AREA. OOfF TABLE A THEREOF. IRON ROD \ `�`\ ZONE U ^nr DATE OF MAP: AY 2.2013 • / / `- SURVEYOR'S CERTIFICATION JENNY L TAYLOR '�°pR � / �� 1 HEREBY CERTIFY TO CROWN CASTLE AND 1000-�6 200-�1-00-01$PAGE��-003 O.�-j \\` LAWN / FIDELITY NATIONAL TITLE INSURANCE COMPANY. LIB---------- -------------- ZONE R40 Q ROBERT J.LAWSON.LS NEW YORK LICENSE No.0500M VARIABLE WIDTH S ` U11UTY EASEMENT LINE TABLE RVEYING AN MAPPING �� LINE REARING DISTANCE \w000E�\ L 18 S 32'19,36"W 8.30' �4 Cij J / ROBERT J.LAW50N,L.S. LEGEND L9 S 58.25'04"E 20.67' � 60 / LAND SURVEYOR-NY#050088 P.O.B. :POINT OF BEGINNING. L8 S 32'22'31'W 17.47' Date: MAY 2,2013 P.O.C. :POINT OF COMMENCEMENT. L 19 S 57 10'44"E 9.53'88 • :6' CHAINLINK FENCE W 3 STRANDS BARBED WIRE Leo S 11.43'07"w 73.34' J / L21 S 53'16'45"E 10.34' -E/T/C :OVER HEAD UTILITY LINES. L22 S 68*34'11"E 102.02' „^•"'"'""^•"r, ----E/T-----:UNDERGROUND UTILITY LINES (APPROXIMATE LOCATION). L23 S 2s•52'32"w ]0.03' / / �,�osURV4�'102.58 , �S :WOOD UTILITY POLE. L25 N 53'16'45"W 111.05 O,p �. ..--'TREELINE. L25 N 11'43'07"E 78.39' L27 N 26'37'11"W 30.49' } L28 N 32'1936"E 14.11' '' l_ L1J• TA L29 S 58.25'04"E 1 5.00' ARE ACREAGE / N��I`I Q91 PARENT PARCEL ss8&3+ - 1.05+- JAN 0 8 L026 r TOWER POUND Z573 41 0' 50' 100, 150" PSOUTHOLD-1 OWN LANNING L;oARD TO IER EASEME14T 57&41 0.059 (MM.EASEMENT 0 4,466.06 TIUTY EASEMENT 1 3 286.13 1 0.075 1~ _ 50' SHEET 1 OF 3 ALTA SURVEY AREA AN. MWAM LEGEND N HAIAI T OF CUTCHIOOUE PARENT PARCEL588.3+- 1.05+- \ COUNTY OF SUFFM NEW YOM TOYER E TOWER M 578.41 \ - •-:6' CHAINLINK FENCE W/3 STRANDS BARBED WIRE -- \ 4 ---E/T-----:UNDERGROUND UTILITY LINES (APPROXIMATE LOCATION). FOR: CROWN CASTLE SITE:NY CUTCHOGUB 958260 Ty 256.13 0.075 /EAMENT :TREELINE. / \\ BUN: 80e579 ADDRESS:21855 COUNTRY RD.48 TOWER EASEMENT LINE TABLE \ PARTIAL CUTC IOGUB,NY. 11935 LINE BEARING DISTANCE 20' ACCESS EASEMENT LINE TABLE SUFFOLK COUNTY L 1 S 57"4357"E 43.78' \ LINE BEARING DISTANCE L2 S 35'06'07"W 1 .68' / \ L 11 S 54'50'46"E 110.10'L 15 N 54'50'46"W 90.81' CR 0 WN L3 S 38'55'05"W 11.93' / L4 S 32'44'09"W 10.08' L5 S 33'30'34" W 12.53' \ L16 S 35'42'55"W 20.00' CASTLE \ ,O L 17 N 53'52'21"W 20.01 3530 TORINGDON WAY.SUITE 300.CHARLOTTE,NC L6 S 32'44'59" W 17.98' ?Oo L4 N 32'44'09"E 10.08' 282T7 L7 N 57'10'44"W 20.44' �'�� L3 N 38'55'05"E 1 1.93, ` NATRIM SURNY=MCX8 COONSIMMN BY: L8 N 32'22'31"E 17.47' A L2 N 35'06'07"E 17.68' L9 N 58'25'04"W 20.67' / \�� G E 4 L I NE L i 0 N 32'19'36`E 52.69' FRS. GS' < tti SURVEYING, INC. = GRAVEL C F 13430 NW 104th Terrace,Suite A,Alachua,FL 32615 J 0 ? \ OfFce:(386)418-0500 Fax:(386)462-9986 �. IS, WWW.GEOLINENC COM g o \ SURVEY WORK PERFORMED BY: PARTIAL VARIABLE WIDTH UTILITY EASEMENT LINE TABLE 4� o ?s°' S.8' L m \ / q \ LINE BEARING DISTANCE " SpN�r / F LA WSON SURVEYING & MAPPING L 18 S 32'19'36"W 8.30' �� ti Cps pti 9�,i� M �cT �, Topap.plEele-,b,� �� ��"�.�.-apg L9 S 58'25'04"E 20.67' � h c O� o L8 S 322231"W 17.47' MONOPOLE o �� 'Oq0 'yG 8.7' \ s ( ) _ L 19 S 5710'44"E 9.53' 4 TOWER ON V� s we Aal om� ey.com IH12-3W / 6' DIA. CONC. 3.s' ` L20 S 11'43'07"W 72.88' BASE o \ DRAWN BY:J D.d CHEgCED BY R.JLI JOB 5202 L26 N 11'43'07"E 78.39' / \ C V p \ SURVEYOR'S NOTES L27 N 26*37'11"W 30.49' 3>. '�% -10 A tiC \ L28 N 32'19'36"E 14.11' ''' 104' TOWER EASEMENT q0 0 �� \ 1. BASIS OF BEARING: NORTH PER UBER 10321 L29 S 58'25'04"E 5.00' / 2578.41 S.F. (OA) h �� �` PAGE 162. 6.9' 0.059 AC. /�ti vP \ 2 NO SUBSURFACE INVESTIGATION WAS a A°4C 0 1i.1' 11.�' O� / �`L �� �/ PERFORMED TO LOCATE UNDERGROUND UTILITIES. �. 1 UTILITIES SHOWN HEREON ARE LIMITED TO AND / 129 C'4 ry \ GRAVEL Q� o.a ARE PER OBSERVED EVIDENCE ONLY. 5 \ / °% \ O� ` 3. THIS SURVEY DOES NOT REPRESENT A N \ w 21/ A ` BOUNDARY SURVEY OF THE PARENT PARCEL v v 117 `' �, \ ` 4.ALL VISIBLE TOWER EQUIPMENT AND 8 5' / IMPROVEMENTS ARE CONTAINED WITH IN THE N, O �� DESCRIBED AREA. h / \ �a oti �0' SURVEYOR'S CMFlCA11ON Cq.S G, ASPHALT F y I HEREBY CERTIFY TO CROWN CASTLE AND �G' / Sip �'�• ° GRAVEL FlDEUTY NATIONAL TITLE INSURANCE COIrIPANY. �% 1 5' \ 49 ��Q h 4.7' ',c 9.moo p `'' �`s °tic N eRipC Ro �M ^ \ C� `�, SPRINT BLD. �VEYINGMAPPING / T-MOBILE `� ve,� �qas (NEXTEL) �� \� 20-ACCESS EASEMENT 200.00 S.F. `� 288.00 S.F. �/ ��S 4466.06 S.F. ROBERT J.LAWSON,L.S. o/GRAVEL � 0.103 AC. LAND SURVEYOR-NY f 050086 � pti y � ,� F� / �\�� o p�, \ ` / ` Date: MAY 2,2013 k F<Fc 'es•q0 c \ / \ tr "I eok <>>\ `` I (� v / 11 \�� �u e0k FCFc ' 'ss R SU R V�c�'� 03' `ry. c e�. 297.20 S.F. i ` / F�, ;' NO ENCROACHMENTS ><r s / ` �(` F ca �' (310.50 S.F. PROPOSED) �AN 8 UTILITY EASEMENT 7 , c�c , - �A L f / 3266.13 S.F. 'e c0 .eF / -v osoo$6 p`r, 0.075 AC. •l 7 -40 OU l n u N� yCAi:D .1� � 9 � �o PLANNL G r v 0' 10, 20' 30' ( 1 4' METRO PCs / / �' ` '�vo c1T�0.4 /0.3 363.26 S.F. / / y y (360.00 S.F. PROPOSED) 1 101 / SHEET 2 OF 3 ALTA SURVEY OF SUFFOLK COUNTY SUFFOLK COUNTY SUFFOLK COUNTY HAMLET CUTCHOGUEOWNW OOU SUFFM BUN 806579.NY CUTCHOGUE 958280,NEW YORK BUN 806579.NY CUTCHOGUE 958280.NEW YORK BUN 806579.NY CUTCHOGUE 958280.NEW YORK ww TOWER EASEMENT 20 FOOT WIDE ACCESS EASEMENT VARIABLE WIDTH UTILITY EASEMENT CREATED BY THIS OFFICE CREATED BY THIS OFFICE CREATED BY THIS OFFICE FOR: CROWN CASTLE SITE: NY CUTCHOGUE 958280 A CERTAIN 20 FOOT WIDE EASEMENT LOCATED WEST OF COUNTRY BUN: 806579 A CERTAIN TOWER EASEMENT LOCATED WEST OF COUNTRY ROAD 48 ROAD 48 IN THE TOWN OF CUTCHOGUE, A CERTAIN VARIABLE WIDTH UTILITY EASEMENT LOCATED WEST OF IN THE TOWN OF CUTCHOGUE. COUNTY COUNTY OF SUFFOLK.NEW YORK, CONTAINING 4466.06 SQUARE FEET COUNTRY ROAD 48 IN THE TOWN OF ADDRESS: 21855 COUNTRY RD.48 OF SUFFOLK,NEW YORK,CONTAINING 2578.41 SQUARE FEET(0.059 (0.103 ACRE)MORE OR LESS OF LAND. CUTCHOGUE,COUNTY OF SUFFOLK,NEW YORK.CONTAINING 3266.13 CUTCHOGUE,NY. 11935 ACRE)MORE OR LESS OF LAND. LOCATED LOCATED WITHIN LAND OF THE GRANTORS,DESCRIBED IN BOOK 10321 SQUARE FEET(0.075 ACRE)MORE OR WITHIN LAND OF THE GRANTORS DESCRIBED IN BOOK 10321 PAGE PAGE 162 BEING TAX ID.1000-096-00-01-00-019-001 LESS OF LAND.LOCATED WITHIN LAND OF THE GRANTORS,DESCRIBED SUFF01Z COUNTY 162.SAID PARCEL IS DESCRIBED AS FOLLOWS: 19.1 LOCATED AT 21855 COUNTRY ROAD 48.CUTCHOGUE.NEW YORK. IN BOOK 10321 PAGE 162 BEING TAX ID. SAID PARCEL IS DESCRIBED AS 1000-096-00-01-00-019-001 LOCATED AT 21855 COUNTRY ROAD BEGINNING AT A NORTHWEST CORNER OF A TOWER EASEMENT FOLLOWS: 48,CUTCHOGUE,NEW YORK.SAID PARCEL IS CR W1 V HEREIN DESCRIBED; SAID POINT BEING DESCRIBED AS FOLLOWS: CA S29'13'48"E A DISTANCE OF 21.7 FEET FROM THE NORTHWEST BEGINNING AT A NORTHEAST CORNER OF A TOWER EASEMENT,SAID CORNER OF THE PARENT PARCEL.THENCE; POINT BEING S2913'48"E 21.7 FEET BEGINNING AT A POINT ON THE WESTERLY BOUNDS OF A TOWER 3530 TORINGDON WAY.SUITE 300.CHARLOTTE,NC ALONG THE BOUNDS OF SAID TOWER EASEMENT, ALONG A CHAIN FROM THE NORTHWEST CORNER OF THE PARENT PARCEL,AND S57' EASEMENT,SAID POINT BEING S2913'480E 28277 LINK FENCE;THE FOLLOWING TEN(10) 43'57"E 43.78 FEET ALONG THE NORTHERLY 21.7 FEET FROM THE NORTHWEST CORNER OF THE PARENT PARCEL. XMON&SUMMY SERUM C00RD BY, COURSES AND DISTANCES; BOUNDS OF A TOWER EASEMENT. ALONG A CHAIN LINK FENCE,TO AND S3219'36"W 44.38 FEET ALONG A THE NORTHEAST CORNER OF SAID TOWER CHAIN LINK FENCE ON THE WESTERLY BOUNDS OF A TOWER G E Q L I N E S57'43'57"E 43.78 FEET TO A POINT,THENCE; EASEMENT; THENCE ALONG THE NORTHERLY BOUNDS OF SAID 20 EASEMENT TO A POINT,THENCE; ALONG THE S35'O6'07'W 17.68 FEET TO A POINT. THENCE; FOOT ACCESS EASEMENT THE FOLLOWING TWO BOUNDS OF A VARIABLE WIDTH UTILITY EASEMENT.ALONG A CHAIN SURVEYING, INC. (2)COURSES AND DISTANCES' LINK FENCE ON THE WESTERLY AND 13430 NW 104fh Terrace,Suile A.Alachua,FL 32615 S38'55'050W 11.93 FEET TO A POINT,THENCE; SOUTHERLY BOUNDS OF SAID TOWER EASEMENT THE FOLLOWING FOUR OFfice:(386)418-0500 Fax:(386)462-9986 S32'44'090W 10.08 FEET TO A POINT,THENCE; S54'50'46"E 110.10 FEET TO A POINT,THENCE; (4)COURSES AND DISTANCES: WWW.GEOLINEINC.COM S58VS'590E 91.49 FEET TO A POINT ON THE SURVEY WORK PERFORMED BY: S33*30'34"W 12.53 FEET TO A POINT.THENCE; WESTERLY BOUNDS OF COUNTRY ROAD 48, THENCE; S32'19'36"W 8.30 FEET TO A POINT.THENCE; S32'44'SVW 17.98 FEET TO A POINT.THENCE; S25'52'32"W 20.11 FEET ALONG THE WESTERLY BOUNDS S5875'04"E 20.67 FEET TO A POINT.THENCE; OF COUNTRY ROAD 48 TO A POINT, THENCE; N57'10'44"W 20.44 FEET TO A POINT,THENCE; OF 17.47 FEET TO A POINT.THENCE; L5m N32422'310E 17.47 FEET TO A POINT,THENCE; ALONG THE SOUTHERLY BOUNDS OF SAID 20 FOOT WIDE ACCESS S57'10'440E 9.53 FEET TO A POINT,THENCE; LAWSON SURVEYING& MAPPING EASEMENT THE FOLLOWING FOUR(4)COURSES .owdaq+7oyop.DLila-Control-Ddo-Uoo-r-O-tl°o-G.L.B.-sabdL w--GFS N58'25'04"W 20.67 FEET TO A POINT, THENCE; AND DISTANCES: ALONG THE NORTHERLY BOUNDS OF SAID VARIABLE WIDTH UTILITY Ld-,a .—.4�.U,N-r°rk IMN N3219'360E 52.69 FEET TO THE POINT OF EASEMENT THE FOLLOWING THREE(3)COURSES °< <°°�•�-�°° BEGINNING; N58*08'59"W 94.16 FEET TO A POINT, THENCE; AND DISTANCES: .n�1119�m N54"50'48"W 90.81 FEET TO A POINT, THENCE; �12-� S11'43'OrW 72.88 FEET TO A POINT,THENCE; DRAYM BY:J.D.J. 1CHECI(m BY.R.J.I. J B 0:=2 PARCEL CONTAINS: 2578.41 SQUARE FEET(0.59 ACRE)MORE OR S35'42'55" W 20.00 FEET TO A POINT,THENCE; S5316'45"E 103.34 FEET TO A POINT,THENCE; SURVEYIOWS N07M LESS OF LAND N53'52'21"W 20.01 FEET TO A POINT ON THE S68'34'110E 102.02 FEET TO A POINT ON THE WESTERLY BOUNDS OF 1. BASIS OF BEARING: NORTH PER LIBER 10321 COUNTRY ROAD 48.THENCE; PAGE 162. PROPERTY OWNER: ARTHUR V. JUNGE EASTERLY BOUNDS OF A TOWER EASEMENT,THENCE; ALONG THE S25'52'32"W 10.03 FEET ALONG THE WESTERLY BOUNDS OF COUNTRY 418 MOULTON HILL EASTERLY BOUNDS OF SAID TOWER ROAD 48 TO A POINT.THENCE; 2. NO SUBSURFACE INVESTIGATION WAS LYMAN.NEW HAMPSHIRE 03585 EASEMENT.ALONG A CHAIN LINK FENCE,THE FOLLOWING THREE(3) PERFORMED TO LOCATE UNDERGROUND UTILITIES. COURSES AND DISTANCES: ALONG THE SOUTHERLY AND WESTERLY BOUNDS OF SAID VARIABLE UTILITIES SHOWN HEREON ARE LIMITED TO AND PROPERTY ADDRESS: 21855 COUNTRY ROAD 48 WIDTH UTILITY EASEMENT THE FOLLOWING SIX ARE PER OBSERVED EVIDENCE ONLY. CUTCHOGUE,NEW YORK 11935-1179 N32'44'090E 10.08 FEET TO A POINT.THENCE; (6)COURSES AND DISTANCES: 3. THIS SURVEY DOES NOT REPRESENT A N38'55'050E 11.93 FEET TO A POINT,THENCE; BOUNDARY SURVEY OF THE PARENT PARCEL TAX PARCEL ID: 1000-096-OQ-01-00-019-001 N68'34'11"W 102.58 FEET TO A POINT,THENCE;N35'06'070E 17.68 FEET TO THE POINT OF BEGINNING. N53 4.ALL VISIBLE TOWER EQUIPMENT AND'1fi'WW 111.05 FEET TO A POINT,THENCE; IMPROVEMENTS ARE CONTAINED WITH IN 1NE N11 43 07"E 78.39 FEET TO A POINT,THENCE; DESCRIBED AREA PARCEL CONTAINS: 4466.06 SQUARE FEET(0.103 ACRE)MORE OR N26'37'11"W 30.49 FEET TO A POINT, THENCE; LESS OF LAND N3219'360E 14.11 FEET TO A POINT,THENCE.' S5815'WE 5.00 FEET TO THE POINT OF BEGINNING. SURVEYIOWS C071FICAlION PROPERTY OWNER: ARTHUR V.JUNGE I HEREBY CERTIFY TO CROWN CASTLE AND 418 MOULTON HILL FTDEUTY NATIONAL TITLE INSURANCE COMPANY. LYMAN,NEW HAMPSHIRE 03585 PARCEL CONTAINS: 3266.13 SQUARE FEET(0.075 ACRE)MORE OR PROPERTY ADDRESS: 21855 COUNTRY ROAD LESS OF LAND CUTCHOGUE,NEW YORK 11935-1179 LA TAX PARCEL ID: 1000-096-00-01-00-019-001 RVEYING AN MAPPING I HAVE REVIEWED COMMITMENT FOR TITLE INSURANCE,UNDERWRITTEN BY PROPERTY OWNER: ARTHUR V.JUNGE ROBERT J.LAWSON.LS. FIDELITY TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF APRIL 1, 418 MOULTON HILL 2013.FILE NUMBER CRC-241998-P, AND FIND AS FOLLOWS WITH RESPECT LYMAN.NEW HAMPSHIRE 03585 LAND SURVEYOR-NY#050086 TO THE EXCEPTIONS LISTED IN SCHEDULE B-SECTION II OF SAID COMMITMENT: Date: MAY 2.2013 1.-4.GENERAL EXCEPTIONS. NOT THE TYPE TO BE DEPICTED HEREON. PROPERTY ADDRESS: 21855 COUNTRY ROAD 5.GRANT OF EASEMENT TO NEW YORK TELEPHONE COMPANY IN BOOK CUTCHOGUE.NEW YORK 11935-1179 11519,PAGE 573. S U R VEr� TAX PARCEL ID: 1000-096-00-01-00-019-001 .i� -111'M£S'.O i 6. DECLARATION OF COVENANTS AND RESTRICTIONS IN BOOK 10592 : PAGE 382.NOT THE TYPE TO BE DEPICTED HEREON. 7.GRANT OF EASEMENT TO VEMZON NEW YORK INC.IN �� I BOOK D00012139.PAGE 75. Da[ �MET-v7MDD 8.NOT THE TYPE TO BE DEPICTED HEREON. N Gam.•'� JAN 0 g 2026 9.COMMON DRIVEWAY DECLARATION IN BOOK D00012517 PAGE 830. SOJFH�Lj T 0'�N PLANNING BOA4';D 10.NOT THE TYPE TO BE DEPICTED HEREON. SHEET 3 OF 3 300 Barr Harbor Dr CROWN Conshohocken, PA 19428 Phone: (6 10) 635-3 22 1 wwwcrowncastle com CASTLE January 7, 2026 6� P13, i4L-, acimc NY-TOWN OF SOUTHOLD gam G��FE 0 WM D BUILDING DEPARTMENT TOWN HALL ANNEX BUILDING,54375 ROUTE 25 .BAN 0 8 2026 SOUTHOLD, NY 11971 SOUTHOLD TOWN rIPLANNING BOARD Via FedEx#887711740530 **********NOTICE OF ELIGIBLE FACILITIES REQUEST********** RE.- Request for Minor Modification to Existing Wireless Facility-Section 6409 Site Address: 21855 Country Rd, Cutchogue, Suffolk County,NY 11935 Crown Site Number: 8o6579/Crown Site Name: NY CUTCHOGUE 958280 Customer Site Number 5000193811/Application Number: 7o8220 On behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless"or"Applicant"),Crown Castle USA Inc. ("Crown Castle")is pleased to submit this request to modify the existing wireless facility noted above through the collocation, replacement and/or removal of the Applicant's equipment as an eligible facilities request for a minor modification under Section 64091 and the rules of the Federal Communications Commission("FCC").2 Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Under Section 6409, to toll the review period, if the reviewing authority determines that the application is incomplete, it must provide written notice to the applicant within 3o days, which clearly and specifically delineates all missing documents or information reasonably related to whether the request meets the federal requirements.3Additionally, if a state or local government, fails to issue any approvals required for this request within 6o days, these approvals are deemed granted. The FCC has clarified that the 3o-day and 6o-day deadlines begins when an applicant: (1.)takes the first step required under state or local law;and(2)Submits information sufficient to inform the jurisdiction that this modification qualifies under the federal law4. Please note that with the submission of this letter and enclosed items,the thirty and sixty- day review periods have started. Based on the date of this Jilin-, the deadlirie for w-rittep notice of illcom. aP_ n- , .026, and the deadline for'issuance of approvTal is March 8, 2026* P_I"ication is Februa 6- Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.No.112-96,§6409(2012)(codified at 47 U.S.C.§1455). 2 Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies,29 FCC Rcd.12865(2014)(codified at 47 CFR §1.61oo);and Implementation of State&Local Governments'Ob ligation to Approve Certain Wireless Facility Modification Requests Under Section 64o9(a)of the Spectrum Act of 2012,VVT Docket No.19-250(June 10,,2020). 3 See 47 CFR§1.61oo(c)(3). 4 See 2020 Upgrade Order at paragraph 16. The Foundation for a Wireless World. Crown Castl exom 300 Barr Harbor Dr CROWN Phone: (fi 10) 535-3221 Conshohocken, PA 19428 www crowncastle.com q4two CASTLE The proposed scope of work for this project includes: Add or replace antennas, ancillary equipment and ground equipment as per plans for an existing carrier on an existing wireless communication facility. At the end of this letter is a checklist outlining the applicable substantial change criteria under Section 6409.Additionally, the following items are included in support of this request: • Building Permit Application • Four(4)sets of Construction Drawings * Structural Analysis • Survey • GC Certificates of Insurance GC Job Cost Letter • Check*3115932 for$375.00 application fees As these documents indicate, (i) the modification involves the collocation, removal or replacement of transmission equipment; and (ii) such modification will not substantially change the physical dimensions of such tower or base station. As such,it is an "eligible facilities request"as defined in the FCC's rules to which the 6o-day deadline for approval applies. Accordingly,Applicant requests all authorization necessary for this proposed minor modification under Section 6409. Our goal is to work with you to obtain approvals earlier than the deadline. We will respond promptly to any request for related information you may have in connection with this request.Please let us know how we can work with you to expedite the approval process. We look forward to working with you on this important project, which will improve wireless telecommunication services in your community using collocation on existing infrastructure. If you have any questions, please do not hesitate to contact me. Regards, AA4"J3ac d Jenifer Bachi Permitting Specialist,Tower Services Crown Castle,Agent for Verizon Wireless (61o)635-3221 Jenifer.Bachi@crowncastle.com The Foundation for a wireless 'world, CrownCastlexom 300 Barr Harbor Dr Phone: (610) 635-3221 CROWN Conshohocken, PA 19428 www crowncastle c©m CASTLE I Section 6409 Substantial Change Checklist for Towers Outside of the Public Right of Way The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base station under 47 U.S.C. § 1455(a) if it meets one of six enumerated criteria under 47 C.F.R. § 1.6100. Criteria for Towers Outside of the Public Rights of YES/NO NO Does the modification increase the height of the tower by more than the greater of: (a) lo%; or (b) the height of an additional antenna array plus separation of Up to 20 feet from the top of the nearest existing antenna? YES/NO NO Does the modification add an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower structure at the level of the appurtenance,whichever is greater.? YES/NO NO Does the modification involve the installation of more than the standard number of new equipment cabinets for the technology involved or add more than four new equipment cabinets? YES/NO NO Does the modification entail any excavation or deployment outside the current site by more than 30 feet in any direction, not including any access or utility easements? YES/NO NO Does the modification defeat the concealment elements of the eligible support structure? YES/NO NO Does the modification violate conditions associated with the siting approval for the I tower or base station other than as specified in 47 C.F.R. § 1.6loo(c)(7)(i) —(iv)? If all questions in the above section are answered"NO,"then the modification does not constitute a substantial change to the existing tower under 47 C.F.R.§ 1.6100. The Foundation for a Wireless World. CrownCastlexom t �rrr fFOL 4. TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 h ; / w.southoldtc)%v ny. ov Date Received APPLICATION FOR BUILDING PERMIT 14 For Office Use Only PERMIT NO. Building Inspector: JAN Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,.an Owner's Authorization form(Page 2)shall be completed. Date: 1/7/26 OWNER(S) OF PROPERTY: Name:CROWN CASTLE TOWERS 09 LL SCTM # 1000-096_00-01-00-019-001 Project Address:21855 Country Rd, Cutchogue, NY 11935 Phone#:Use: 610-635-3221 Email:Use: jenifer.bachi@crowncastle.com Mailing Address:Po BOX 301439 C/O CROWN CASTLE INVESTMENT CORP SOLE, DALLAS, TX 75303 CONTACT PERSON: Name:Jenifer Bachi, Crown Castle USA Inc.,Agent o/b/o Applicant: New York SIVISA Limited Partnership d/b/a Verizon Wireless Mailing Address:300 Barr Harbor Dr., Suite 300, Conshohocken, PA 19428 Phone#:610-635-3221 Email:jen ifer.bachi@crowncastle.com DESIGN PROFESSIONAL INFORMATION: Name:Scott Brantley, PE, TEP Mailing Address:326 Tryon Rd., Raleigh, NC 27603 Phone#:Use: 610-635-3221 Email: Use: jenifer.bachi@crowncastle.com CONTRACTOR INFORMATION: Name:Cel Tech Electric, Inc. Mailing Address:344 Hendrickson Ave., Lynbrook, NY 11563 Phone#:516-5gg-1144 Email:tompkinsb@celtechelectric.com DESCRIPTION OF PROPOSED CONSTRUCTION D New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $84,555 will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:wireless communications facility Intended use of property:no change-wireless communications facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes *No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By (Pijnt name):Jenifer Bachi, Crown Castle USA Inc. ElAuthorized Agent *Owner /V Date: Signature of Applicant 1/7/26 c STATE C 4 5 COUNTY OF llzr#e -41W.Ah being duly sworn, deposes and says that Js the applicant (Name of individual signing contract) above named, �(S:)he s t h e Agent o/b/o Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless (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/.Cier .�-'nowleclge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 7 da y of t' 20 Notary Public Commonwealth of Pennsylvania-Notary al PROPERTY OWNER AUTHORIZATION Claudia Wade,Notary Public Montgomery County (Where the applicant is not the owner) My commission expires June 25,202 Commission number 1352610 Member,Pennsylvania Association of N o n,,a r s residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 6 Cel Tech Electric Inc ,. Residential*Comm ericial*Industrial 1/7/2026 Town of Southold 53095 Route 25 Southold, NY 11971 Dear Sir or Madam,, Please be advised that the cost of construction for the Ve rizon Wireless proposed upgrade work at 21855 Country Road, Cutchogue, NY will be$84,555. Tha okl' Brian Tompkins Cel Tech Electric, Inc, (516)599-1144 344 Hendrickson Ave Lynbrook NY P*516-599-1144 D St e c � Date- July 18, 2025JAN 0 0 SoUT HOLD TOWN PLANNNG BOARD 601 SW Second Avenue, Suite 1400 Portland, OR 97204-3128 (503)924-2515 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 5000193811 Site Name: Cutchogue Crown Castle Designation: BU Number: 806579 Site Name: NY Cutchogue 958280 JDE Job Number: 2151157 Work Order Number: 2403550 Order Number: 708220 Rev. 1 Engineering Firm Designation: Stantec Project Number: CN7-595R4/280570026 Site Data: 91855 Country RD, Cutch,oguel Suffolk County, NY 11935 Latitude 41' 1"46.57", Longitude-72'29'50.29" 108.5 Foot—EEI Monopole Tower Stantec 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 Capa-cifty This analysis utilizes an ultimate 3-second gust wind speed of 127 mph as required by the 2020 New York State Uniform Code. Applicable standard references and design criteria are listed in Section 2-Analysis Criteria. Respectfully submitted by: G. Lance Cooke, P.E. (NY License No. 89337) O� Senior Engineer E 0 Digitally signed b y G. Lance Cooke Date: 2025.07.18 20:51:08+05'30' 0 089331 N-I OPESS%0 EXP 5131/28 tnxTower Report-version 8.3.1.2 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 8.3.1.2 July 18, 2025 10 B.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN 7-595R4/280570026, Order 708220, Revision I Page 3 1) INTRODUCTION This tower is a 108.5 ft monopole tower designed by Engineered Endeavors, Inc. The tower was modified multiple times in the past to accommodate additional loading. All the modifications have been considered in this analysis per their respective post modification inspection reports. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: 11 Wind Speed: 127 mph Exposure Category: C Topographic Factor: I Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table I -Proposed Equipment Configuration Center Number Number Feed Mounting Line Of Antenna Antenna Model of Feed Line Level {ft} Elevation Antennas Manufacturer Lines Size(in) (ft) 6 J commscope NHH-65A-R2B w/Mount Pipe 3 samsung MT6413-77A w/ Mount Pipe (telecommunications 3 samsung R0440CC wl Mount Pipe telecommunications. 103.0 3 samsung RF4461 D-1 3A 100 0 :telecommunications 3 1-1/4 . 3 samsung RF4801 d-25A 3 7/8 telecommunications 3 samsung RT4423-48A/B telecommunications 3 raycap RCMDC-6627-PF-48 100.0 1 Platform Mount [LP 303-1—KCKR-HR-1] Table 2 - Other Considered EqUipnient Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) 115.0 1 andrew DB809KE-XC 1 1-5/8 112.0 1 dbspectra DS7AO8F36U-N 106.0 1 combilent CPO-0732 7/8 106.0 - 1/2 2 Side Arm Mount[,50 702-1] RADIO 4449 B71 B85A- 94.0 3 ericsson T-MOBILE AIR 6419 B41-TMO--CCIV2 93.0 3 ericsson w/Mount Pipe 9 1-5/8 93.0 3 ericsson RADIO 4460 132/1325 B66 20210820 TMO tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 4 Center Number Number Feed Mounting Line Of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 93.0 1 Platform Mount [LP 303-1-KCKR-HR-1] 93.0 1 3 commscope IVV-65B-R1 TMO w/Mount Pipe j - - 92.0 3 rfs/celwave APXVAARR24-43-U-NA20 w/Mount Pipe �80.0 1 12 1 decibel I DB845N65ZAXT w/ Mount Pipe F 79.0 Platform Mount[LP 305-1] 73.0 raycap DC6-48-60-18-8F 070710 AIR 6472 677G 71.0 3 ericsson B77M20240625 w/ Mount Pipe F- 1 raycap DC6-48-60-18-8F07071 0 1 3 commscope NNH4-65A-R6H4 w/Mount Pipe_ 12 7/8 F commscope NNHH-65A-R4 w/Mount Pipe 4 3/4 69.0 70.0 3 ericsson 4490 135/1312 2 3/8 3 ericsson 4890 B25 666 2 2C 3 ericsson RADIO 4494 441314 20B29 3 Site Pro 1 Reinforcement Kit 69.0 [#PRK-SFS-L) T-Arm Mount[TA 602-3] 3)ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS I 949960 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 260900 CCISITES 4-TOWER MANUFACTURER DRAWINGS 642734 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 2619474 CCISITES 4-POST-MODIFICATION INSPECTION 2710931 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 2861710 CCISITES 4-POST-MODIFICATION INSPECTION 3385255 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/-DATA,- 3406575 I CCISITES 4-POST-MODIFICATION INSPECTION 4896512 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 2412725 I CCISITES 4-POST-MODIFICATION INSPECTION 1150968 CCISITES tnxTower Report-version 8.3.1.2 July/8, 2U25 /08.5Ft Monopole Tower Structural Analysis CC/BUNo8O8579 Project Number QVT-595R4/28057OO26, Order TO822O Revision Page 3.1)Analysis Method tnxTower (version 8.3.1-2), 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. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent ofthe T|/+222 standard. TnxTowerwan used to determine the loads on the modified structure. Additional calculations were performed to determine the atnaoaea in the pole and in the reinforcing elements.These calculations are presented in Appendix C. 3.2)Ammumpdimns 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cab|ea, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Stantec should be notified to determine the effect on the structural integrity of the tower. 4QANALYS|S RESULTS Table 4 -Section Capacity(Summary) S.No. Elevation(ft) Component Size Critical Element % Pass I Type Capacity Fail u`xTowerReport venaion8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 6 L21 30-29.75 i Pole+Reinf. TP29.397x29.341 xO.6625 I Reinf.13 Tension Rupture 67.8 Pass L22 29.75-28.75 Pole+Reinf. TP29.618x29.397x0.65 I Reinf. 13 Tension Rupture I 68.4 Pass L23 28.75-28.5 Pole+Reinf. I TP29.674x29.618x0.65 Reinf. 13 Tension Rupture I 68.5 Pass L24 28.5-28.25 Pole+Reinf. TP29.729x29.674x0.9125 Reinf.5 Compression 57.1 Pass L25 28.25-28 Pole+Reinf. I TP29.785x29.729x0.9125 I Reinf.5 Compression 57.2 Pass L26 28-27.75 Pole+Reinf, TP29.84x29.785x0.9125 Reinf.5 Compression I 56.0 I Pass L27 27.75-27.5 Pole+Reinf. TP29.896x29.84xO.9125 Reinf.5 Compression 56.1 Pass L28 27.5-26.83 Pole+Reinf, TP30.045x29.896x0.9125 Reinf.5 Compression 56.5 Pass L29 26.83-26.58 Pole+Reinf, TP30.1x30.0450.9875 Reinf.5 Compression 53.7 Pass L30 26.58-21.58 Pole+Reinf, TP31.21x30.1x0.95 Reinf.5 Compression 56.1 Pass L31 i 21.58-16.58 I Pole+Reinf. TP32.32x31.210.9125 Reinf.5 Compression 58.3 i Pass L32 16.58-16.16 Pole+Reinf- TP32.413x32.32x0.9125 Reinf.5 Compression 58.4 Pass L33 I 16.16-15-91 Pole+Reinf. TP32.469x32.413x0.9125 Reinf.5 Compression 58.5 Pass L34 I 15.91 -14 Pole+Reinf. TP32.892x32.469x0.9125 I Reinf.5 Compression 59.3 Pass L35 I 14-13.75 Pole+Reinf. TP32.948x32.892x1.0875 Reinf.5 Compression 55.3 Pass L36 i 13.75-12.92 Pole+Reinf. TP33.132x32.948x1.0875 I Reinf.5 Compression I 55.6 Pass L37 12.92-12.67 Pole+Reinf. TP33.188x33.132x1.1 125 Reinf.5 Compression 55.2 Pass L38 12.67-8.75 Pole+Reinf. TP34.058x33.188x1.0875 Reinf.5 Compression I 56.7 Pass L39 8.75-8-5 I Pole+Reinf. TP34.113x34.058x0.95 Reinf.5 Compression 60.2 Pass L40 8.5-8.25 Pole+Reinf. TP34.169x34.113x0.9375 Reinf.5 Compression 60.3 Pass L41 8.25-8 Pole+Reinf. TP34.224x34.169x0.9125 Reinf.5 Compression 60.7 Pass L42 8-6 Pole+Reinf. TP34.668x34.224x0.9 Reinf.5 Compression 1 61.5 Pass L43 6-5.75 Pole+Reinf. TP34.724x34.668x0.9 Reinf.5 Compression 61.6 Pass L44 5.75-5.54 Pole+Reinf. I TP34.77x34.724x 1.1375 Reinf.8 Tension Rupture 50.2 Pass L45 5.54-5.29 Pole+Reinf. TP34.826x34.77x0.725 Reinf.3 Compression 70.7 Pass L46 5.29-5.04 Pole+Reinf. TP34.881 x34.826x1.3125 Reinf.8 Tension Rupture 45.4 Pass L47 5.04-4.42 Pole+Reinf. TP35.019x34.881x1.2875 Reinf.8 Tension Rupture 45.6 Pass L48 4.42-4.17 Pole+Reinf. I TP35.074x35.019x1.0375 Reinf.1 Compression 54.3 I Pass L49 4.17-4 Pole+Reinf. I TP35.112x35.074x1.0375 Reinf.1 Compression 54.4 I Pass L50 4-3.75 Pole+Reinf. TP35.168x35.112x1.0375 Reinf.I Compression 54.5 Pass L51 1 3.75-0 Pole+Reinf. TP36x35.168x1.1375 Reinf, 1 Compression 51.4 Pass Summary Pole L 59._1 Pass Reinforcement I 73.6 Pass Overall 73.6 Pass tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft!Monopole Tower Structural Analysis CCl BU No 806579 Project plumber CN7-595R4/280570026, Order 708220, Revision 1 Page 7 Table 5-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) %Capacity - -Pass/Fail 1 Flange Connection 100 I 3.1 Pass 1 Anchor Rods ( 60.1 Pass 1 Base Plate 0 I 72.7 Pass 1 1 Base Foundation (Structure) I 47.4 Pass 1 I Base Foundation Soil Interaction 51.5 Pass Structure Rating (max from all components) = 73.6%* Notes: 1) See additional documentation in "Appendix C —Additional Calculations" for calculations supporting the % capacity consumed. 2) *Rating per TIA-222-H,Section 15.5. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.3.1.2 w APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.3.1.2 MATERIAL_STRENGTH " 108.5 ft GRADE F Fu a GRADE F Fu 0 Ln 0 0 A53-B-35 35 ksi 63 ksi A572-65 65 ksi 60 ksi o r- � Q o c; � r r �, 1035ft ZI TOWER DESIGN NOTES o `` 1100 Q 1. Tower is located in Suffolk County,New York. 1005rt 2. Tower designed for Exposure C to the TIA-222-H Standard. N I3. Tower designed for a 127 mph basic wind in accordance with the TIA-222-H Standard. C) r I l 4 Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to Ui o ^ ^ 95.0 ft increase in thickness with height. 5. Deflections are based upon a 60 mph wind. Ln g N IV"i Q0 � Cl 6. Tower Risk Category 11. Q 7. Topographic Category 1 with Crest Height of 0.00 ft 1 90.0 ft ! 8. CCIPQLE RATING:73.6% N N ~ Q O O [D 85.0 ft N R GO Ln i�I ti CM N N T_ I 0 82 1 ft Q O M (D I_ LO cc; Q I{ 768ft = u, � a b N Q (D W f� ti N O o! O N (L i ,e CO) r 70 4 ft e- N I W co P� 7 N o 68.6 ft a l N p N ;r) W O co I M Ui N "T C `N `N 63-6 ft C cc O N CJ r r l r+ N N O I lul 58.6 ft o � a o � O N M N Go T Lq ¢ N CN 536 ti N (n O 00 1c7 W � CD (0 (O r- CD Q N r` 48 6 ft Ln ,L N L0 co O CD 0) c co cc `4 q ti co O O N N 43.6 ft N c O r+ Q co N M 0. M O O (p N N 38-6 ft N co r co co t0 14, N cr] r Q) M CR r � T 8 � 8! o � 33,9 ft Q N tv N r p 30.0 Ft 'i �_j �' 28 8 rt , ALL REACTIONS --- _ L - = 27.5 rt ARE FACTORED ,,,z Q I'll I III AXIAL Q p N a ^ 63 K CO n 21.6 ft o a) r o NSHEAR MOMENT � Ln � {����yy T 16.6 ft 6 +` F� T 463 kip-ft - +- t4 T;j 14.0 ft TORQUE kip-ft _ i o 12,7 ft --_-:. 50 mph WIND-1.0000 in ICE L, co � �- 8 8 Ft AXIAL j - 45 K I_ 6.0 ft 4.4 ft ..: SHEAR` MOMENT 32 K 2216 kip-ft cl 0.0 ft TORQUE 2 kip-ft ^ REACTIONS-127 mph WIND C u, C .... Q J (b (O L Q Y 0 G) � U C E U U Q Co Q, v°)' Z in H m C� Stantee ob CN7-595R4/280570026 Stante� ''806579/NY Culcho ue 958280 001 SW Secand AveAvenue,Suite 1400 __ Portland, CAR 97204-3128 C1101 Crown Castle LI �orawn by:am,elladr App�d: Consulling Engineers Phone:(503)924-2515 Co" TIA-222-H Date:07/18/2 5 Scale: NTS FAX: Paih: Dwg No.E-1 .r.•vtiF _tiR ..�iW. iYiY#a Ywl9i ilk IlM July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/2805 70026, Order 708220, Revision I 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: Tower is located in Suffolk County, New York. Tower base elevation above sea level: 57.00 ft. Basic wind speed of 127 mph. Risk Category 11. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 'F. Deflections calculated using a wind speed of 60 mph. Non-linear(P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Horizontals Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments-Diagonals Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code Stress Ratios Relension Guys To Initial Tension Offset Girt At Foundation Use Code Safety Factors-Guys Bypass Mast Stability Checks yr Consider Feed Line Torque Escalate Ice Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist.Exemption Kz In Exposure D Hurricane Region Alternative Appurt- EPA U'aICL)Iation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Ni Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile Tapered Pole Section Geometry Section Elevation Section Splice Number TOP Bottom Wall Send Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides J.n in in in Ll 108.50-103.50 5.00 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) L2 103.50-100.50 3.00 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) L3 100-50-100.00 0.50 0.00 12 12.0000 14-5000 0.3750 1.5000 A53-B-35 (35 ksi) L4 100.00-95.00 5.00 0.00 12 14.5000 15.6427 0.1875 0.7500 A572-65 (65 ksi) tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CA/7-595R4/2805 70026, Order 708220, Revision I Page 10 Section Elevation Section Splice Number TOP Bottom wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in to i I n in L5 95.00-90.00 5.00 0.00 12 15.6427 16.7854 0.1875 0.7500 A572-65 (65 ksi) L6 90.00-85.00 5.00 0.00 12 16.7854 17.9281 0.1875 0.7500 A572-65 (65 ksi) U 85.00-82.08 2.92 0.00 12 17.9281 18.5955 0.1875 0.7500 A572-65 (65 ksi) L8 82.08-81.83 0.25 0.00 12 18.5955 18.6526 0.7875 3.1500 A572-65 (65 ksi) L9 81.83-76.83 5.00 0.00 12 18.6526 19.7953 0.7375 2.9500 A572-65 (65 ksi) L10 76.83-70.42 6.41 3.16 12 19.7953 21.2603 0.7125 2.8500 A572-65 (65 ksi) L11 70.42-68.58 5.00 0.00 12 20.1631 21.2824 0.7812 3.1250 A572-65 (65 ksi) L12 68.58-63.58 5.00 0.00 12 21.2824 22.4017 0.7562 3.0250 A572-65 (65 ksi) L13 63,58-58.58 5.00 0.00 12 22.4017 23.5210 0.7188 2.8750 A572-65 (65 ksi) L14 58.58-53.58 5.00 0.00 12 23.5210 24.6402 0.6937 2.7750 A572-65 (65 ksi) L15 53.58-48.58 5.00 0.00 12 24.6402 25.7595 0.6687 2.6750 A572-65 (65 ksi) L16 48.5843.58 5.00 0.00 12 25.7595 26.8788 0.6562 2.6250 A572-65 (65 ksi) L17 43.58-38.58 5.00 0.00 12 26.8788 27.9981 0.6312 2.5250 A572-65 (65 ksi) L18 38.58-33.94 4.64 4.13 12 27.9981 29.0368 0.6312 2.5250 A572-65 (65 ksi) L19 33,94-32.94 5.13 0.00 12 27.5498 28.6885 0.6500 2.6000 A572-65 (65 ksi) L20 32.94-30.00 2.94 0.00 12 28.6885 29.3410 0.6375 2.5500 A572-65 (65 ksi) L21 30.00-29.75 0.25 0.00 12 29.3410 29.3965 0.6625 2.6500 A572-65 (65 ksi) L22 29.75-28.75 1.00 0.00 12 29.3965 29.6185 0.6500 2.6000 A572-65 (65 ksi) L23 28.75-28.50 0.25 0.00 12 29.6185 29.6740 0.6500 2.6000 A572-65 (65 ksi) L24 28.50-28.25 0.25 0.00 12 29.6740 29.7295 0.9125 3.6500 A572-65 (65 ksi) L25 28.25-28.00 0.25 0.00 12 29.7295 29.7850 0.9125 3.6500 A572-65 (65 ksi) L26 28.00-27.75 0.25 0.00 12 29.7850 29.8405 0.9125 3.6500 A572-65 (65 ksi) L27 27.75-27.50 0.25 0.00 12 29.8405 29.8959 0.9125 3.6500 A572-65 (65 ksi) L28 27.50-26.83 0.67 0.00 12 29.8959 30.0447 0.9125 3.6500 A572-65 (65 ksi) L29 26.83-26.58 0.25 0.00 12 30.0447 30.1002 0.9875 3.9500 A572-65 (65 ksi) L30 26.58-21.58 5.00 0.00 12 30.1002 31.2100 0.9500 3.8000 A572-65 (65 ksi) L31 21.58-16.58 5.00 0.00 12 31.2100 32.3198 0.9125 3.6500 A572-65 (65 ksi) L32 16.58-16.16 0.42 0.00 12 32.3198 32.4130 0.9125 3.6500 A572-65 (65 ksi) L33 16.16-15.91 0.25 0.00 12 32.4130 32.4685 0.9125 3.6500 A572-65 (65 ksi) L34 15.91-14.00 1.91 0.00 12 32.4685 32.8925 0.9125 3.6500 A572-65 (65 ksi) L35 14-00-13.75 0.25 0.00 12 32.8925 32.9480 1.0875 4.3500 A572-65 (65 ksi) L36 13.75-12.92 0.83 0.00 12 32.9480 33.1322 1.0875 4.3500 A572-65 (65 ksi) L37 12.92-12.67 0.25 0.00 12 33.1322 33-1877 1.1125 4.4500 A572-65 (65 ksi) L38 12.67-8.75 3.92 0.00 12 33.1877 34-0578 1.0875 4.3500 A572-65 (65 ksi) L39 8.75-8.50 0.25 0.00 12 34.0578 34.1133 0.9500 3.8000 A572-65 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I 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 (65 ksi) L40 8.50-8.25 0.25 0.00 12 34.1133 34.1688 0.9375 3.7500 A572-65 (65 ksi) L41 8.25-8.00 0.25 0.00 12 34.1688 34.2243 0.9125 3.6500 A572-65 (65 ksi) L42 8.00-6.00 2.00 0.00 12 34.2243 34.6682 0.9000 3.6000 A572-65 (65 ksi) L43 6.00-5.75 0.25 0.00 12 34.6682 34.7237 0.9000 3.6000 A572-65 (65 ksi) L44 5.75-5.54 0.21 0.00 12 34.7237 34.7703 1.1375 4.5500 A572-65 (65 ksi) L45 5.54-5.29 0.25 0.00 12 34.7703 34.8258 0.7250 2.9000 A572-65 (65 ksi) L46 5.29-5.04 0.25 0.00 12 34.8258 34.8813 1.3125 5.2500 A572-65 (65 ksi) L47 5.04-4.42 0.62 0.00 12 34.8813 35.0189 1.2875 5.1500 A572-65 (65 ksi) L48 4.42-4.17 0.25 0.00 12 35.0189 35.0744 1.0375 4.1500 A572-65 (65 ksi) L49 4.17-4.00 0.17 0.00 12 35.0744 35A 121 1.0375 4.1500 A572-65 (65 ksi) L50 4.00-3.75 0.25 0.00 12 35.1121 35.1676 1.0375 4.1500 A572-65 (65 ksi) L51 3.75-0.00 3.75 12 35.1676 36.0000 1.1375 4.5500 A572-65 (65 ksi) Tapered Pole Pro ernes Section Tip Dia. Area I r C YC i /t/Q W WIt in in2 in`' In in in 3 in' in 2 in Ll 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 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 12.2910 14.0372 242.1319 4.1617 6.2160 38.9530 490.6248 6.9087 2.2110 5.896 14.8792 17.0559 434-3486 5.0568 7.5110 57.8283 880.1081 8.3944 2.8810 7.683 L4 14.9454 8.6412 225.9382 5.1239 7.5110 30.0810 457.8120 4.2529 3.3835 18.045 16.1284 9.3311 284.4908 5.5330 8.1029 35-1096 576.4555 4.5925 3.6897 19.679 L5 16.1284 9.3311 284.4908 5.5330 8.1029 35-1096 576.4555 4.5925 3.6897 19.679 17.3114 10.0210 352-3748 5.9421 8.6949 40.5268 714.0069 4.9320 3.9960 21.312 L6 17.3114 10.0210 352-3748 5.9421 8.6949 40.5268 714,0069 4.9320 3.9960 21.312 18.4944 10.7109 430.2801 6.3512 9.2868 46.3325 871-8641 5.2716 4.3022 22.945 L7 18.4944 10.7109 430.2801 6.3512 9.2868 46.3325 871.8641 5.2716 4.3022 22.945 19.1853 11.1138 480.6868 6.5901 9.6325 49.9028 974.0017 5.4699 4.4811 23.899 L8 18.9737 45.1566 1827.8353 6.3753 9.6325 189.7578 3703.6898 22.2247 2.8731 3.648 19-0328 45.3015 1845.4852 6.3957 9.6621 191.0033 3739.4534 22.2960 2.8884 3.668 L9 19.0505 42.5439 1742.8635 6.4136 9.6621 180-3822 3531.5140 20.9388 3.0224 4.098 20.2335 45.2576 2098.0936 6.8227 10.2540 204.6125 4251.3065 22.2744 3.3287 4.513 L10 20.2423 43.7808 2034.9592 6.8317 10.2540 198.4554 4123.3790 21.5476 3.3957 4.766 21.7589 47.1418 2540.5204 7.3561 11.0128 230.6872 5147.7830 23.2018 3.7883 5.317 L11 21.3311 48.7575 2337.8564 6.9387 10.4445 223.8364 4737.1308 23.9969 3.3100 4.237 21.7576 51.5732 2766.7243 7.3394 11.0243 250.9665 5606.1334 25.3828 3.6099 4.621 L12 21.7664 49.9837 2687.9987 7.3484 11.0243 243,8254 5446.6142 24.6005 3.6769 4.862 22.9251 52.7093 3152.1406 7.7491 11.6041 271.6410 6387.0915 25.9419 3.9769 5.259 L13 22.9384 50.1824 3011.4337 7.7625 11.6041 259.5153 6101.9811 24.6983 4.0774 5.673 24.0971 52-7729 3502.2775 8.1632 12.1839 287.4523 7096.5637 25.9732 4.3774 6.09 L14 24.1060 50.9931 3391.5902 8.1721 12.1839 278.3675 6872.2813 25.0973 4.4444 6.406 25.2647 53.4935 3915.3516 8.5728 12.7636 306.7580 7933.5638 26.3279 4.7443 6.839 L15 25.2736 51.6196 3786.0911 8.5818 12.7636 296.6308 7671.6470 25.4056 4.8113 7.195 26.4323 54.0299 4341.5840 8.9825 13.3434 325.3722 8797.2262 26.5919 5.1113 7.643 L16 26.4367 53.0464 4266-8036 8.9870 13.3434 319.7679 8645.7008 26-1078 5.1448 7.84 27.5955 55.4116 4863.3640 9.3877 13.9232 349.2986 9854.4940 27.2719 5.4448 8.297 L17 27.6043 53,3515 4691.4857 9.3966 13.9232 336.9539 9506.2220 26.2580 5.5118 8.732 28.7631 55.6265 5317.6260 9.7973 14.5030 366.6565 10774.952 27.3777 5.8117 9.207 0 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision 1 Page 12 Section Tip Dia. Area r C I/C i /t/Q W WIt in in2 in4 in in in3 in4 in2 in L18 28.7631 55.6265 5317.6260 9.7973 14.5030 366.6565 10774.952 27.3777 5.8117 9.207 0 29.8384 57.7378 5946.3822 10.1692 15.0411 395.3432 12048.982 28.4168 6.0901 9.648 5 L19 29.2414 56.3012 5199.9706 9.6301 14.2708 364.3788 10536.550 27.7097 5.6413 8.679 2 29.4712 58.6845 5888.6718 10.0378 14.8606 396.2602 11932.045 28.8827 5.9465 9.148 6 L20 29.4756 57.5816 5783.1559 10.0422 14.8606 389.1598 11718.241 28.3399 5.9800 9.38 8 30.1512 58.9212 6196.2374 10.2759 15.1987 407.6833 12555.256 28.9992 6.1549 9.655 9 L21 30.1424 61.1785 6422.4166 10.2669 15.1987 422.5648 13013.557 30.1102 6.0879 9.189 3 30.1998 61.2969 6459.7699 10.2868 15.2274 424.2202 13089.245 30.1684 6.1028 9.212 1 L22 30.2042 60.1665 6346.1624 10.2913 15.2274 416.7594 12859.045 29.6121 6.1363 9.44 6 30.4340 60.6310 6494.3057 10.3707 15.3424 423.2920 13159.224 29.8408 6.1958 9.532 0 L23 30.4340 60.6310 6494.3057 10.3707 15.3424 423.2920 13159.224 29.8408 6.1958 9.532 0 30.4915 60.7472 6531.6983 10,3906 15.3711 424.9331 13234.991 29.8979 6.2106 9.555 5 L24 30.3989 84.5084 8922.9492 10.2966 15.3711 580.5008 18080.314 41.5925 5.5071 6.035 3 30.4563 84.6715 8974.6958 10.3165 15.3999 582.7775 18185.166 41.6727 5.5220 6.052 9 L25 30.4563 84.6715 8974.6958 10.3165 15.3999 582.7775 18185.166 41.6727 5.5220 6.052 9 30.5138 84.8345 9026.6421 10,3363 15.4286 585.0586 18290.424 41.7530 5.5369 6.068 1 L26 30.5138 84.8345 9026.6421 10.3363 15.4286 585.0586 18290.424 41.7530 5.5369 6.068 1 30.5712 84,9976 9078.7884 10.3562 15.4574 587.3442 18396.086 41.8332 5.5517 6.084 7 L27 30.5712 84.9976 9078.7884 10.3562 15.4574 587.3442 18396.086 41,8332 5.5517 6.084 7 30.6287 85.1606 9131.1352 10.3761 15.4861 589,6343 18502.155 41.9135 5.5666 6.1 4 L28 30.6287 85.1606 9131.1352 10.3761 15.4861 589.6343 18502.155 41.9135 5.5666 6.1 4 30.7826 85.5976 9272.4159 10.4293 15.5631 595.7936 18788.428 42.1285 5.6065 6.144 5 L29 30.7562 92.3945 9957.2307 10.4025 15.5631 639.7959 20176.049 45.4738 5.4055 5.474 0 30.8136 92.5710 10014,386 10.4223 15.5919 642.2822 20291.862 45.5606 5.4203 5.489 7 4 L30 30.8268 89.1703 9671.3705 10.4358 15.5919 620.2825 19596.818 43.8869 5.5208 5.811 6 31.9758 92.5653 10818.609 10.8331 16.1668 669.1880 21921.436 45.5578 5.8183 6.125 7 2 L31 31.9891 89.0216 10430.240 10.8465 16.1668 645.1654 21134.495 43.8137 5.9188 6.486 7 5 33.1380 92.2825 11618.951 11.2438 16.7417 694.0142 23543.146 45.4187 6.2162 6.812 6 0 L32 33.1380 92.2825 11618.951 11.2438 16.7417 694.0142 23543.146 45.4187 6.2162 6.812 6 0 33.2345 92.5565 11722.723 11.2772 16.7900 698.1987 23753.416 45-5535 6.2412 6.84 8 5 L33 33.2345 92-5565 11722.723 11.2772 16-7900 698.1987 23753.416 45.5535 6.2412 6.84 8 5 33.2920 92.7195 11784.785 11.2971 16.8187 700.6955 23879.170 45.6337 6.2561 6.856 3 0 L34 33.2920 92.7195 11784.785 11.2971 16.8187 700.6955 23879.170 45.6337 6.2561 6.856 3 0 33.7309 93.9652 12266.180 11.4488 17.0383 719.9178 24854.606 46.2468 6.3697 6.98 0 1 L35 33-6692 111-3731 14379.922 11.3862 17.0383 843-9761 29137.621 54.8144 5.9007 5.426 4 3 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 13 Section Tip Dia. Area 1 r C I/C i ItIQ W WIt in in2 in4 i I n in in3 in4 in2 in 33.7266 111.5674 14455.321 11.4060 17.0671 846.9725 29290.400 54.9101 5.9156 5.44 4 2 L36 33.7266 111.5674 14455.321 11.4060 17.0671 846.9725 29290.400 54.9101 5.9156 5.44 4 2 33.9174 112.2125 14707.535 11.4720 17.1625 856.9585 29801.454 55.2276 5.9649 5.485 5 4 L37 33.9085 114.7026 15010.453 11.4631 17.1625 874.6085 30415.247 56.4531 5.8979 5.302 2 8 33.9660 114.9014 15088.629 11.4829 17.1912 877.6936 30573.654 56.5510 5.9128 5.315 7 4 L38 33.9748 112.4069 14784.074 11.4919 17.1912 859.9779 29956.543 55.3232 5.9798 5.499 5 0 34.8756 115.4538 16019.163 11.8034 17.6419 908.0159 32459.167 56.8228 6.2130 5.713 3 8 L39 34.9241 101.2768 14169.562 11.8526 17.6419 803.1748 28711.375 49.8453 6.5815 6.928 5 1 34.9816 101.4465 14240.930 11.8725 17.6707 805.9070 28855.985 49.9289 6.5964 6.944 0 1 L40 34.9860 100.1494 14069.446 11.8769 17.6707 796.2027 28508.513 49.2905 6.6299 7.072 7 3 35.0434 100.3169 14140.164 11.8968 17.6994 798.9051 28651.806 49.3729 6.6447 7.088 5 8 L41 35.0522 97.7153 13794.178 11.9057 17.6994 779.3572 27950.746 48.0925 6.7117 7.355 9 1 35.1097 97.8783 13863.345 11.9256 17.7282 781.9951 28090.895 48.1727 6.7266 7.372 0 5 L42 35.1141 96.5737 13688.834 11.9301 17.7282 772.1514 27737.289 47.5307 6.7601 7.511 5 9 35.5737 97.8603 14243.224 12.0890 17.9581 793.1351 28860.634 48.1638 6.8791 7.643 4 1 L43 35.5737 97.8603 14243.224 12.0890 17.9581 793.1351 28860.634 48.1638 6.8791 7.643 4 1 35.6311 98.0211 14313.557 12.1089 17.9869 795.7779 29003.148 48.2430 6.8940 7.66 6 3 L44 35.5474 123.0178 17712.332 12.0239 17.9869 984.7365 35889.987 60.5456 6.2575 5.501 4 5 35.5956 123.1886 17786.181 12.0405 18.0110 987.5166 36039.625 60.6297 6.2699 5.512 3 3 L45 35,7411 79.4788 11758.494 12.1882 18.0110 652.8500 23825.898 39.1170 7.3754 10.173 8 4 35.7986 79.6083 11816.085 12.2081 18.0398 655.0021 23942.591 39.1808 7.3903 10.194 1 9 L46 35.5913 141.6356 20304.523 11.9978 18.0398 1125.5425 41142.468 69.7087 5.8158 4.431 2 9 35.6488 141.8701 20405.551 12.0176 18.0685 1129.3433 41347.178 69.8242 5.8307 4.442 1 8 L47 35.6576 139.2715 20061.629 12.0266 18.0685 1110.3090 40650.300 68.5452 5.8977 4.581 4 1 35.8001 139.8420 20309.191 12.0758 18.1398 1119.5931 41151.927 68.8260 5.9346 4.609 2 4 L48 35.8883 113.5234 16732.244 12.1653 18.1398 922.4053 33904.063 55.8728 6.6046 6.366 2 1 35.9457 113.7088 16814.349 12.1852 18.1685 925.4650 34070.429 55.9640 6.6194 6.38 0 7 L49 35.9457 113.7088 16814.349 12.1852 18.1685 925.4650 34070.429 55.9640 6.6194 6.38 0 7 35.9848 113.8348 16870.333 12.1987 18.1881 927.5485 34183.869 56.0260 6.6296 6.39 4 3 L50 35.9848 113.8348 16870.333 12.1987 18.1881 927.5485 34183.869 56.0260 6.6296 6.39 4 3 36.0422 114.0202 16952.889 12.2186 18.2168 930.6168 34351.149 56-1173 6.6444 6.404 0 3 L51 36.0069 124.6439 18424.003 12.1828 18.2168 1011-3726 37332.026 61.3459 6.3764 5.606 8 8 36.8687 127.6926 19809.285 12.4808 18-6480 1062.2740 40138-982 62-8464 6.5995 5.802 4 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 14 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in Ll 108.50- 103.50 L2 103.50- 100.50 L3 100.50- 100.00 L4 100.00- 95.00 L5 95.00- 90.00 L6 90.00- 85.00 L7 85.00- 82.08 L8 82.08- 1 .1 0.807804 81-83 L9 81.83- 1 1 0.823832 76.83 L10 76.83- 1 0.829574 70.42 Ll 1 70.42- 1 1 0.862184 68.58 L12 68.58- 1 0.862831 63-58 Ll 3 63.58- 1 1 0.881 58.58 L14 58.58- 0.888081 53.58 Ll 5 53-58- 0.898026 48-58 Ll 6 48-58- 0.893926 43.58 Ll 7 43.58- 1 0.908694 38-58 Ll 8 38-58- 1 1 0.90677 33.94 Ll 9 33.94- 1 1 0.920171 32.94 L20 32.94- 1 0.927619 30.00 L21 30.00- 1.00694 29.75 L22 29.75- 1 1.02168 28.75 L23 28.75- 1 1 1.02065 28.50 L24 28-50- 1 1 0.898501 28.25 L25 28.25- 1 1 0.897432 28-00 L26 28.00- 1 i 0.918164 27.75 L27 27.75- 1 0.917062 27.50 L28 27.50- 1 1 0.914128 26.83 L29 26.83- 1 1 0.885897 26.58 L30 26.58- 1 0.898016 21.58 L31 21-58- 1 1 0.912869 16.58 L32 16,58- 1 1 0.911181 16.16 L33 16.16- 1 1 0.910181 15.91 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analyst's CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 15 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 ft ft2 i.n in in in L34 15.91- 1 1 0.902655 14.00 L35 14.00- 1 0.874692 13.75 L36 13.75- 1 1 0.871315 12.92 L37 12.92- 1 1 1.00237 12.67 L38 12.67- 1 1 1.00515 8.75 L39 8.75-8.50 1 1 1.04262 L40 8.50-8.25 1 1 1.05491 L41 8.25-8.00 1 1.01015 L42 8.00-6.00 1 1 1.0149 L43 6.00-5.75 1 .1 1.0138 L44 5.75-5.54 1 1 0.959486 L45 5.54-5.29 1.04969 L46 5.29-5.04 i i 0.807792 L47 5.04-4.42 0.820498 L48 4.42-4.17 1 0.827784 L49 4.17-4.00 1 0.827201 L50 4.00-3.75 1 0.826346 1-51 3.75-0.00 0.81795 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number StarVEn Width or Perimete Weight From t Number Per Row d Diamete r Torque Type ft Position r plf Calculation in in Climbing Pegs A No Surface Ar 108.25- 1 i -0.500 0.7050 1.80 (CaAa) 0.00 -0.400 Safety Line 3/8" A No Surface Ar 108.25- 1 1 -0.450 0.3750 0.22 (CaAa) 0.00 -0.450 LCF12-50J(1/2) C No Surface Ar 106.00- 1 .1 -0.470 0.6400 0.15 (CaAa) 8.00 -0.470 LCF158-50JA(1-5/8) C No Surface Ar 106.00- 1 1 -0.470 1.9800 0.80 (CaAa) 8.00 -0.470 LCF78-50JA(7/8) C No Surface Ar 106.00- 1 1 -0.470 1.0900 0.32 (CaAa) 8.00 -0.470 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 7 0.500 7.9300 21.4600 0.00 Reinforcement (CaAa) 0.00 0.500 IVIP3-06 Channel A No Surface Af 85.50- 1 -0.240 6.8900 19.0000 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 IVIP3-06 Channel C No Surface Af 85.50- 1 1 0.160 6.8900 19.0000 0.00 Reinforcement (CaAa) 30.50 0.500 IVIP3-08 Channel A No Surface Af 16.88- 1 1 -0.500 7.9300 21.4600 0.00 Reinforcement (CaAa) 1.88 -0.500 MP3-08 Channel B No Surface Af 20.02- 1 1 -0.160 7.9300 21.4600 0.00 Reinforcement (CaAa) 5.02 -0.160 IVIK 1 (PL 1 x7 A No Surface Af 32-00- 1 1 -0.420 7.0000 16.0000 0.00 Reinforcement) (CaAa) 0.00 -0.420 MK 2(PL 1x7 B No Surface Af 32.00- 1 1 -0.080 7.0000 16.0000 0.00 Reinforcement) (CaAa) 0.00 -0.080 IVIK 2(PL U7 C No Surface Af 32.00- 1 0.330 7.0000 16.0000 0.00 Reinforcement) (CaAa) 0.00 0.330 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I 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 ft Position r plf Calculation in in IVIK 4(PL 1x4 A No Surface Af 37.00- 1 1 -0.500 4.0000 10.0000 0.00 Reinforcement) (CaAa) 27.00 -0.500 IVIK 4(PL 1x4 B No Surface Af 37.00- 1 1 -0.160 4.0000 10-0000 0.00 Reinforcement) (CaAa) 27.00 -0.160 IVIK 4(PL 1x4 C No Surface Af 37.00- 1 1 0.240 4.0000 10.0000 0.00 Reinforcement) (CaAa) 27.00 0.240 Bent Plate 0.75x9 A No Surface Af 61.17- 1 1 -0.420 9.0000 19.5000 23.00 (CaAa) 33.75 -0.420 Bent Plate 0.75x9 B No Surface Af 61.17- 1 1 -0.080 9.0000 19.5000 23.00 (CaAa) 33.75 -0.080 Bent Plate 0.75x9 C No Surface Af 61.17- 1 1 0.420 9.0000 19.5000 23.00 (CaAa) 33.75 0.420 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total CAAA Weight or Shield From f Number Leg Torque Type ft ft2/ft plf Calculation RFF-24SM-1 206- B No No Inside Pole 100.00-8.00 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 IVILEH 3/6(7/8) B No No Inside Pole 100.00-8.00 3 No Ice 0.00 0.71 1/2"Ice 0.00 0.71 1"Ice 0.00 0.71 LDF7-50A(1-5/8) C No No Inside Pole 93.00-8.00 6 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 H B 158-21 U6S24- C No No Inside Pole 93.00-8.00 3 No Ice 0.00 2.50 xxM-TMO(l-5/8) 1/2"Ice 0.00 2.50 1"Ice 0.00 2.50 FB-1-98-002- A No No Inside Pole 69.00-8.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 LDF5-50A(7/8) A No No Inside Pole 69.00-8.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1 91 Ice 0.00 0.33 WR-VG86ST- A No No Inside Pole 69.00-8.00 4 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 FB-L98B-034- A No No Inside Pole 69.00-8.00 1 No Ice 0.00 0.05 XXXXXX(3/8) 1/2VI Ice 0.00 0.05 1"Ice 0.00 0.05 CONDUIT(2) A No No Inside Pole 69.00-8.00 2 No Ice 0.00 2.80 1/2"Ice 0.00 2.80 1"Ice 0.00 2.80 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Flevation In Face Out Face n ft ft2 ft2 ft2 ft2 K Ll 108.50-103.50 A 0.000 0.000 0.513 0.000 0.01 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.927 0.000 0.00 tnxTower Report-version 8.3.1.2 July Y8, o025 1O85Fl Monopole Tower Structural Analysis CC/8UNb80O578 Project Number CN7-5Q5R4/28O57oo26, OrderrO822O Revision Pagn /7 Tower Tower Face AR Air CAAA CAAA Weight Sectio Elevation In Face Out pace n x ft2 ft2 n, n` x B 0.000 0.000 0.000 0.000 0.00 o 0.000 0.000 1.11e 0.000 0.00 D 100.50-100.00 A 0.000 0.000 o.os* 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 o 0.000 0.000 0.185 0.000 0.00 L4 100.00-95.00 A 0.000 0.000 0.5*0 0,000 0.01 B 0.000 0.000 0.000 0.000 0.03 o 0.000 0.000 1.85e 0.000 0.01 L5 95.00-90.00 x 0.000 0.000 0.540 0.000 0.01 a 0.000 0.000 0.000 0.000 0.03 o 0.000 0.000 1.855 0.000 0.04 us e0.00-85.00 x 0.000 0.000 1.114 0.000 0.01 B 0.000 0.000 0.57* 0.000 0.03 o 0.000 0.000 2.42e 0.000 0.07 c, 85.00-82.0e A 0.000 0.000 3.668 0.000 0.01 B 0.000 0.000 3.353 0.000 0.02 o 0.000 0.000 4.43e 0.000 0.04 /a 82.08-81.83 A 0.000 0.000 0.314 0.000 0.00 B 0.000 0.000 0.287 0.000 0.00 o 0.000 0.000 0.380 0.000 0.00 Ls 81.83-76.83 x 0.000 0.000 6.2e2 0.000 0.01 B 0.000 0.000 e.742 0.000 0.03 C 0.000 0.000 7.597 0.000 0.07 LIo 76.e3'70.42 A 0.000 0.000 8.053 0.000 0.01 a 0.000 0.000 7.3e1 0.000 0.04 o 0.000 0.000 9.73e 0.000 0.09 n1 70.42-68.58 A 0.000 0.000 2.312 0.000 0.01 B 0.000 0.000 2.113 0.000 0.01 o 0.000 0.000 2.796 0.000 0.03 uz e8.58-63.58 A 0.000 0.000 e.2e2 0.000 0.07 B 0.000 0.000 5.742 0.000 0.03 o 0.000 0.000 7.597 0.000 0.07 ua e3.58-e8.58 A 0.000 0.000 10.1e7 0.000 0.13 o 0.000 0.000 9.e27 0.000 0.09 o 0.000 0.000 11.482 0.000 0.13 L14 5e.5e'e3.5e A 0.000 0.000 13.7e2 0.000 0.19 e 0.000 0.000 13.242 0.000 0.1e o 0.000 0.000 15.097 0.000 0.1e L15 53.58-48.5e x 0.000 0.000 13.7e2 0.000 0.1e s 0.000 0.000 13.242 0.000 0.15 c 0.000 0.000 15.097 0.000 0.18 L16 48.58~43.e8 A 0.000 0.000 13.782 0.000 0.19 o 0.000 0.000 13.242 0.000 0.15 o 0.000 0.000 15.097 0.000 0.18 ur 43.58'38.5e A 0.000 0.000 13.782 0.000 0.1e B 0.000 0.000 13.242 0.000 0.15 o 0.000 0.000 15.097 0.000 0.18 L18 oo.ea-au.s* A 0.000 0.000 14.82e 0.000 0.17 B 0.000 0.000 1*.328 0.000 0.14 o 0.000 0.000 16.050 0000 0.17 L19 33.94-32.94 A 0.000 0.000 2.208 0.000 0.02 B 0.000 0.000 2.100 0.000 0.01 o 0.000 0.000 2.471 0.000 0.02 L20 32.94-30.00 x 0.000 0.000 8.074 0.000 0.04 B 0.000 0.000 7.756 0.000 0.02 c 0.000 0.000 8.847 0.000 0.04 L21 30.00-29.75 A 0.000 0.000 0.81e 0.000 0.00 B 0.000 0000 0.789 0.000 0.00 o 0.000 0.000 0.881 0.000 000 Lux 29.75'28.75 A 0.000 0.000 3.2e3 0.000 0.01 o 0.000 0.000 3.155 0.000 0.01 o 0.000 0.000 3.526 0.000 0.01 L23 2e.75'2e.50 A 0.000 0.000 0.81e 0.000 0.00 e 0.000 0.000 0.789 0.000 0.00 o 0.000 0.000 0.881 0.000 0.00 L24 28.50'28.25 A 0.000 0.000 0.e16 0.000 0.00 e 0.000 0.000 0.789 0.000 o'oo C 0.000 0.000 0.881 0.000 0.00 tnxTowerReport-vension 8.3.1.2 July Y8, 2O25 /08.5FY Monopole Tower Structural Analysis CC/BUNb8065r8 Project Number CN7-595R4/280570026, Order 708220, Revision Page 18 Tower Tower Face AR AF CAAA CAAA Weight oexmo Elevation In Face Out Face ft2 ft2 ft2 ft2 B 0.000 0.000 0.78e 0.000 0.00 o 0.000 0.000 0.881 0.000 0.00 L26 28.00-27.75 A 0.000 0.000 0.81e 0.000 0.00 B 0.000 0.000 0.78e 0.000 0.00 o 0.000 0.000 0.881 0.000 0.00 L27 27.75-27.e0 x 0.000 0.000 0.81e 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 o 0.000 0.000 0.881 0.000 0.00 uze 27.50'2*.83 A 0,000 0.000 2.073 0.000 0.01 B 0.000 0.000 2.001 0.000 0.00 o 0.000 0.000 2.24e 0.000 0.01 uzy 26.83-2e.58 A 0.000 0.000 0.649 0.000 0.00 o 0.000 0.000 0.622 0.000 0.00 C 0.000 0.000 0.715 0.000 0.00 Loo 26.e8-21.58 A 0.000 0.000 12.982 0.000 0.07 B 0.000 0.000 12.442 0.000 0.03 o 0.000 0.000 1+.297 0.000 0.07 L31 21.ee'16.58 A 0.000 0.000 13.354 0.000 0.07 B 0.000 0.000 16.716 0.000 0.03 o 0.000 0.000 14.2e7 0.000 0.07 L32 16.58-1e.16 A 0.000 0.000 1.612 0.000 0.01 B 0.000 0.000 1.567 0.000 0.00 o 0.000 0.000 1.201 0.000 0.01 L33 1e.1e'1e.e1 x 0.000 0.000 0.960 0.000 0.00 B 0.000 0.000 0.e33 0.000 0.00 o 0.000 0.000 0.715 0.000 0.00 L34 15.91-14.00 A 0.000 0.000 7.332 0.000 0.03 B 0.000 0.000 7.126 0.000 0.01 o 0.000 0.000 5.4e1 0.000 0.03 L35 14.00-13.7e x 0.000 0.000 0.960 0.000 0.00 s 0.000 0.000 0.933 0.000 0.00 o 0.000 0.000 0.715 0.000 0.00 m6 13.75-12.e2 A 0.000 0.000 3.18e 0.000 0.01 B 0.000 0.000 3.097 0.000 0.01 C 0.000 0.000 2.373 0.000 0.01 usr 12.92-12.67 A 0.000 0.000 0.960 0.000 0.00 o 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.715 0.000 0.00 L38 12.e7-8.75 A 0.000 0.000 15.048 0.000 0.06 n 0.000 0.000 14.625 0.000 0.03 o 0.000 0.000 11.209 0.000 0.05 Loe e.75-8.50 A 0.000 0.000 0.960 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 o 0.000 0.000 0.715 0.000 0.00 L*o 8.50-8.25 A 0.000 0.000 0.e60 0.000 0.00 o 0.000 0.000 0.933 0.000 0.00 o 0.000 0.000 0.715 0.000 0.00 L41 8.25-8.00 A 0.000 0.000 0.960 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.715 0.000 0.00 L42 8.00-6.00 A 0.000 0.000 7.678 0.000 0.00 B 0.000 0.000 7.462 0.000 0.00 o 0.000 0.000 4.977 0.000 0.00 L43 6.00-e.75 A 0.000 0.000 0.960 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 o 0.000 0.000 0.622 0.000 0.00 L44 5.75'5.5* A 0.000 0.000 0.806 0.000 0.00 o 0.000 0.000 0.783 0.000 0.00 o 0.000 0.000 0.523 0.000 0.00 L45 5.54'5.2e A 0.000 0.000 0.960 0.000 0.00 o 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.e22 0.000 0.00 L*6 5.29-5.04 A 0.000 0.000 0.960 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 o 0.000 0.000 0.622 0.000 0.00 /47 5.04-4.42 A 0.000 0.000 2.3e0 0.000 0.00 e 0.000 0.000 1.568 0.000 0.00 o 0.000 0.000 1.543 0.000 0.00 July Y8, 2O25 /085F/Monopole Tower Structural Analysis CC/BUNo808578 Project Number CN7-595R4/280570026, Order 708220, Revision / Page 19 Tower Tower Face AR AF CAAA CAAA Weight Sectio, Elevation In Face Out Face n ft ft2 n" ft2 nv x B 0.000 0.000 0.e22 0.000 0.00 o 0.000 0.000 0.622 0.000 0.00 L49 4.17-4.00 A 0.000 0.000 0.653 0.000 0.00 o 0.000 0.000 0.423 0.000 0.00 C 0.000 0.000 0.423 0.000 0.00 L50 4.00-3.7e A 0.000 0.000 0.960 0,000 0.00 B 0.000 0.000 0.622 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 u51 3.75-0.00 x 0.000 0.000 12.060 0.000 0.01 B 0.000 0.000 9.331 0.000 0.00 o 0.000 0.000 e.331 0.000 0.00 Feed Line/Linear Appurtenances Section Areas With Ice Tower Tower pam, Ice AR A, CAA cAA^ Weight mentio, Elevation or Thickness In Face out Face n n Leg In ft2 r2 n` ft2 K o 0.000 0.000 0.000 0.000 0.00 o 0.000 0.000 2.3e0 0.000 0.02 Lr 103.50-100.50 x 0.952 0.000 0.000 1.466 0.000 0.02 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 2.826 0.000 0.03 D 100.50'100.00 A 0.950 0.000 0000 0.244 0.000 000 a 0000 0000 0.000 0.000 0.00 o 0000 0.000 0.470 0.000 0.00 L4 100.00-95.00 A 0.e47 0.000 0.000 2.434 0.000 0.03 B 0.000 0.000 0.000 0.000 0.03 o 0.000 0.000 4.ee7 0.000 0.04 Ls 95.00-9000 x 0.942 0.000 0.000 2.425 0.000 0.03 B 0.000 0.000 0.000 0.000 0.03 o 0.000 0.000 4.682 0.000 0.08 L6 eo.00-as.00 A 0.937 0.000 0.000 3.082 0.000 0.03 B 0.000 0.000 0.668 0.000 0.04 C 0.000 0.000 5.334 0.000 0.11 L7 85.00'82.08 A 0.933 0.000 0.000 5.303 0.000 0.04 B 0.000 0.000 3.ee8 0.000 0.04 o 0.000 0.000 e.e15 0.000 0.09 La 82.0e'81 o3 A 0931 0.000 0.000 0.454 0.000 0.00 B 0.000 0.000 0.334 0.000 0.00 o 0.000 0.000 0.5e6 0.000 0.01 Le e1.e3-7e.83 A 0.928 0.000 0.000 9.065 0.000 0.07 B 0.000 0.000 6.670 0.000 0.07 o 0.000 0.000 11.308 0.000 0.15 L10 76.83-70.42 A 0.921 0.000 0.000 11.e95 0.000 009 B 0.000 0.000 8542 0000 009 o 0.000 0.000 14.462 0.000 0.1e L11 70.42-e8.5e A 0.916 0.000 0.000 3.328 0.000 0.03 B 0.000 0.000 2.452 0.000 0.03 o 0.000 0.000 +.151 0.000 0.05 L12 68.58-e3.58 A 0911 0000 0000 9015 0000 013 B 0.000 0000 seeo 0000 0.07 o 0.000 0.000 11.24/ 0.000 0.14 o3 ao.sa-sa.sa A 0.904 0.000 0.000 13.347 0.000 0.21 B 0.000 0.000 10.eee 0.000 0.1e o 0.000 0.000 15.5e6 0.000 0.22 L14 5e.58-e3.5e A 0.896 0.000 0.000 17.367 0,000 0.2e B 0.000 0.000 15.03* 0.000 0.23 o 0.000 0.000 19.578 0.000 0.30 ua 53.58-4e.58 A 0.e88 0.000 0.000 17.333 0.000 0.28 e 0.000 0.000 15.018 0.000 o.23 o 0.000 0.000 19.536 0.000 0.30 L16 48.58-43.58 A 0.879 0.000 0.000 17.297 0.000 0.28 B 0.000 0.000 14.9e9 0.000 0.22 o 0.000 0.000 19.491 0.000 0.29 tnxTower Report venaimn8.3.1.2 July Y8, 2025 ,08.5FY Monopole Tower Structural Analysis CC/8UNo8005r8 Project Number ONF5m5R4/28UarVO28 0rderroa22O Revision Pa0o2o Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio, Elevation or Thickness In Face Out Face ft2 ft2 ft2 e 0.000 0.000 14.e79 0.000 0.22 o 0.000 0.000 19.441 0.000 0.29 L1e 38.58-33.94 A 0.858 0.000 0.000 18/31 0.000 0.27 B 0000 0.000 1e.337 0.000 0.22 C 0.000 0.000 20.448 0.000 0.28 L19 33.94'32.e4 A 0.851 0.000 0.000 2.892 0.000 0.03 B 0.000 0.000 2.4-41 0.000 0.02 o 0.000 0.000 3.327 0.000 0.04 Lao 32.94'30.00 A 0.84e 0.000 0.000 10.301 0.000 0.10 a 0.000 0.000 8.989 0.000 0.07 o 0.000 0.000 11.5/2 0,000 0.11 L21 30.00-29.75 A 0.842 0.000 0.000 1.018 0.000 0.01 o 0.000 0.000 0.907 0.000 0.01 o 0.000 0.000 1.126 0.000 0.01 L22 2e.7e-28.75 A 0.840 0.000 0.000 4.069 0.000 0.04 B 0.000 0.000 3.625 0.000 0.03 o 0.000 0.000 4.500 0.000 0.04 L23 uo.rs-za.so x 0.838 0.000 0.000 1.017 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 o 0.000 0.000 1.125 0.000 0.01 /24 28.50'28.25 A 0.e37 0.000 0.000 1.01/ 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 c 0.000 0.000 1.124 0.000 0.01 L25 2e.2e'28.00 A 0.837 0.000 0.000 1.017 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 1.124 0.000 0.01 L2e 28.00-27.75 A 0.836 0.000 0.000 1.016 0.000 0.01 e 0.000 0.000 0.906 0.000 0.01 o 0.000 0.000 1.124 0.000 0.01 L27 27.75-27.50 A 0.835 0.000 0.000 1.016 0.000 0.01 o 0.000 0.000 0.906 0.000 0.01 o 0.000 0.000 1.124 0.000 0.01 L28 27.50-26.83 x 0.e34 0.000 0.000 2.5e7 0.000 0.02 e 0.000 0.000 2.291 0.000 0.02 o 0.000 0.000 2.874 0.000 0.03 Log oe.ou-ze.ma A 0.e32 0.000 0000 0.816 0.000 0.01 o 0.000 0.000 0.705 0.000 0.01 o 0.000 0.000 0.e23 0.000 0.01 Loo 2e.e8-21.58 A 0.824 0.000 0.000 16.276 0.000 0.15 o 0.000 0.000 14.089 0.000 0.10 c 0.000 0.000 1e.415 0.000 0.17 L31 21.5e-1e.58 x 0,805 0.000 0.000 16.600 0.000 0.15 B 0.000 0.000 18.e33 0.000 0.13 c 0.000 0.000 1e.320 0.000 0.17 Loo 1e.58-1e.1e A 0.792 0.000 0.000 1.e1e 0.000 0.02 a 0.000 0.000 1.737 0.000 0.01 o 0.000 0.000 1.534 0.000 0.01 L33 1e.1e-15.91 A 0.791 0.000 0.000 1.140 0.000 0.01 B 0.000 0.000 1.034 0.000 0.01 C 0.000 0.000 0.913 0.000 0.01 L34 15.91-14.00 A 0.785 0.000 0.000 8.699 0.000 0.07 e 0.000 0.000 7.893 0.000 0.05 o 0.000 0.000 6.961 0.000 0.06 L35 14.00-13./5 A 0.779 0.000 0.000 1.137 0.000 0.01 e 0.000 0.000 1.032 0.000 0.01 C 0.000 0.000 0.910 0.000 o.m L36 13.75-12.e2 A 0.776 0.000 0.000 u.r,^ 0.000 0.03 a 0.000 0.000 3.426 0.000 0.02 o 0.000 0.000 3.01e 0.000 0.03 Lmr 12.e2-12.e7 A 0.773 0.000 0.000 1.136 0.000 0.01 o 0.000 0.000 1.032 0.000 0.01 o 0.000 0.000 0.908 0.000 0.01 Lue 12.e7-8.75 x 0.759 0.000 0.000 17.7e2 0.000 0.14 e 0.000 0.000 1e.148 0.000 o.m C u000 0.000 14.18e 0.000 0.13 u39 8.75-8.50 A 0.743 0.000 0.000 1.129 0.000 0.01 o 0.000 0000 1.028 0.000 0.01 o 0.000 0.000 uym 0000 0o1 tnxTower Report-version 8.31.2 July Y8, 2O25 YO85Fl Monopole Tower Structural Ano&mi's CC/BUNo8O6579 Project Number CN7-595R4/28O57UO2a OrderrO822O Revision Pagn2/ Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation o, rmcxnmm In Face Out Face ft2 n" K B 0.000 0.000 1.027 0.000 0.01 o 0.000 0.000 0.900 0.000 0.01 L41 e.25-8.00 A 0.739 0.000 0.000 1.128 0.000 0.01 B 0.000 0000 1.027 0.000 0o1 o 0.000 0.000 0.900 0.000 0.01 L42 a.oua.00 A 0.728 0.000 0.000 9.005 0.000 0.05 B 0.000 0.000 8.206 0.000 o.cw o 0.000 0.000 5.55e 0.000 0.02 wn aoo's.ra A 0.715 0.000 0.000 1.123 0.000 0.01 a 0.000 0.000 1.024 0.000 0.00 o 0.000 0.000 0.e94 0.000 0.00 L44 5.75-5.54 A 0.712 0.000 0.000 0.943 0.000 0.00 o 0.000 0.000 0.860 0.000 0.00 o 0.000 0.000 0.582 0.000 0.00 L45 5.54-5.2e A 0.709 0.000 0.000 1.121 0.000 0.01 e 0.000 0.000 1.023 0.000 0.00 o 0.000 0.000 0.693 0.000 0.00 L46 s.ze-s.m^ A 0.706 0.000 0.000 1.121 0.000 0.01 B 0.000 0.000 1.023 0.000 0.00 c 0.000 0.000 0.e93 0.000 0.00 L4/ 5.044.42 A 0.700 0.000 0.000 2.77e 0.000 0.01 a 0.000 0.000 1.743 0.000 0.01 o 0.000 0.000 1.716 0.000 0.01 c48 4.42-4.17 A 0.6e3 0.000 0.000 1.11e 0.000 0.01 e 0.000 0.000 0.691 0.000 0.00 c 0.000 0.000 0.e91 0.000 0.00 L4e 4.174.00 A 0.690 0.000 0.000 0.760 0.000 0.00 B 0.000 0.000 0.470 0.000 0.00 o 0.000 0.000 0.470 0.000 0.00 Lao 4.00-3.75 A 0.686 0.000 0.000 1.116 0.000 0.01 B 0.000 0.000 0.e91 0.000 0.00 o 0.000 0.000 0.691 0.000 0.00 L51 a.rs-o.00 A 0.638 0.000 0.000 14.107 0000 0.06 B 0.000 0.000 10.2e8 000u 0.04 c o.000 o.000 �ozaa o.000 o.o 4 Feed Line Center of Pressure �«e �e ft in In in in Ll 108.50'103.e0 ---70.7011��� 1.2030 0.2237 1.4205 uu 103.e0-100.50 1.6722 1.74e7 1.2e34 1.9413 us 100.50-100.00 1.2*53 1.3147 1.2669 1.9882 L4 100.00-95z0 1.2448 1.3287 1.2e5e 2.070e us e5.00-90.00 1.2468 1.338e 1.2971 2.1174 ue 90.00-85.00 0.5029 1.606e 0.7892 2.2521 Lr 85.00-82.08 -1.7552 2.2937 -1.3535 2.6733 us 82.08-81.83 -1.7835 2.3285 -1.3789 2.7142 ua 81.83-76.e3 -1.8186 2.3707 -1.*1+0 2.7680 uo 76.e3-70.42 -1.8932 2.4604 -1.4888 2.8824 L11 70.42-68.5e -1.9245 2.4982 -1.5193 2.9317 L12 68.58-63.58 -1.e6e9 2.547e -1.5633 2.9930 o3 e3.5e-58.58 -2.84e5 2.3021 -2.4806 2.e775 o4 58.58-53.58 -3.3764 2.1883 -3.0502 2.5167 L15 e3.58-48.58 -3.5014 2.2e59 -3.1732 2.e059 ue 48.e8-43.58 -3.6240 2.3420 -3.2e44 2.6931 L17 43.58-38.58 '3.73e2 2.4115 -3.4077 2.7730 L18 38.58-33.e4 -o.auos o.r+sa -3.5891 3.0861 L19 33.9*-32.94 'n.00ro 3.2766 '2.72e8 3.6771 mo 32.94-30.00 -3.4339 3.2807 -3.1e26 3.e27e L21 30.00-29.75 -4.0274 2.*687 -3.7535 2.8170 L22 29.75-28.75 -4.0411 2.4770 -3.7678 2.8263 Lco 2e.7*-28.50 -*.0550 2.4854 -3.7821 2.e35e L24 28.50-28.25 -*.0634 2.4e05 '3.7901 2.8411 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 22 Section Elevation CPX CPZ CPX CPZ ice Ice ft in in in in L-2 05 28,25-28,00 -4.0690 2.4939 -3.7958 2.8448 L26 28.00-27.75 -4.0745 2.4972 -3.8015 2.8486 L27 27.75-27.50 -4.0800 2.5006 -3.8072 2.8523 L28 27.50-26.83 -4.0774 2.3921 -3.7936 2.7573 L29 26.83-26.58 -4.0447 2.0003 -3.7214 2.4102 L30 26.58-21.58 -4.0974 2.0256 -3.7770 2.4387 L31 21.58-16.58 -3.3917 0.8923 -3.1640 1.3744 L32 16.58-16.16 -3.4425 2.2718 -3.2413 2.6083 L33 16.16-15.91 -3.4482 2.2757 -3-2473 2.6122 L34 15.91-14.00 -3.4664 2.2879 -3.2667 2.6246 L35 14.00-13.75 -3.4860 2.3012 -3,2875 2.6379 L36 13.75-12.92 -3.4951 2.3073 -3.2972 2.6439 L37 12.92-12.67 -3.5043 2.3135 -3.3072 2.6501 L38 12.67-8.75 -3.5388 2.3368 -3.3448 2.6722 L39 8.75-8.50 -3.5720 2.3592 -3,3820 2.6924 L40 8.50-8.25 -3.5760 2.3619 -3.3865 2.6948 L41 8.25-8.00 -3.5799 2.3646 -3.3910 2.6970 L42 8.00-6.00 -4.1971 2.1887 -4.4571 2.2795 L43 6.00-5.75 -4.2216 2.2020 -4.4751 2.2898 L44 5.75-5.54 -4.2281 2.2055 -4.4812 2.2932 L45 5.54-5.29 -4.2305 2.2069 -4.4804 2.2930 L46 5.29-5.04 -4.2396 2.2117 -4.4903 2.2984 L47 5.04-4.42 -5.4666 4.2046 -5.6657 4.1812 L48 4.42-4.17 -5.5210 4.2853 -5.7128 4.2549 L49 4.17-4.00 -5.5267 4.2898 -5.7167 4.2586 L50 4.00-3.75 -5.5324 4.2944 -5.7205 4.2623 L51 3.75-0.00 -5.4793 3.2234 -5.6501 3.2431 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice /ce Elev. Ll 1 Climbing Pegs 103.50- 1.0000 1.0000 108.25 Ll 2 Safety Line 3/8" 103.50- 1.0000 1.0000 108.25 Ll 4 LCF12-50J(1/2) 103.50- 1.0000 1.0000 106.00 Ll 5 LCF158-50JA(1-5/8) 103.50- 1.0000 1.0000 106.00 Ll 6 LCF78-50JA(7/8) 103.50- 1.0000 1.0000 106.00 L2 I Climbing Pegs 100.50- 1.0000 1.0000 103.50 L2 2 Safety Line 3/8" 100.50- 1.0000 1.0000 103.50 L2 4 LCF12-50J(1/2) 100.50- 1.0000 1.0000 103.50 L2 5 LCF158-50JA(1-5/8) 100.50- 1.0000 1.0000 103.50 L2 6 LCF78-50JA(7/8) 100.50- 1.0000 1.0000 103.50 L3 1 Climbing Pegs 100.00- 1.0000 1.0000 100.50 L3 2 Safety Line 3/8" 100.00- 1.0000 1.0000 100.50 L3 4 LCF12-50J(1/2) 100.00- 1.0000 1,0000 100.50 L3 LCF158-50JA(1-5/8) 100.00- 1.0000 1.0000 100.50 L3 6 LCF78-50JA(7/8) 100.00- 1.0000 1,0000 100.50 L4 1 Climbing Pegs 95.00- 1.0000 1.0000 100.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 I280570026, Order 708220, Revision I Page 23 Tower Feed Line ne Description Feed Line Ka Ka Section Record No. Segment No/ce /ce Elev. 2 Safety Line 3)8" 95.00- 1,0000 1-0000 100.00 L4 4 LCF12-50J(1/2) 95.00- 1.0000 1.0000 100.00 L4 5 LCF158-50JA(1-5/8) 95.00- 1,0000 1.0000 100.00 L4 6 LCF78-50JA(7/8) 95.00- 1.0000 1 MOO 100.00 L5 1 Climbing Pegs 90.00- 1.0000 1.0000 95.00 L5 2 Safety Line 3/8" 90.00- 1.0000 1.0000 95.00 L5 4 LCF12-50J(1/2) 90.00- 1.0000 1.0000 95.00 L5 5 LCF158-50JA(1-5/8) 90.00- 1.0000 1.0000 95.00 L5 6 LCF78-50JA(718) 90.00- 1.0000 1.0000 95.00 L6 1 Climbing Pegs 85.00- 1.0000 1.0000 90.00 L6 2 Safety Line 3/8" 85.00- 1.0000 1.0000 90.00 L6 4 LCF12-50J(1/2) 85.00- 1.0000 1,0000 90.00 L6 5 LCF158-50JA(1-5/8) 85.00- 1.0000 1.0000 90.00 L6 6 LCF78-50JA(7/8) 85.00- 1.0000 1,0000 90.00 L6 25 IVIP3-06 Channel 85.00- 1.0000 1.0000 Reinforcement 85.50 L6 26 MP3-06 Channel 85.00- 1.0000 1.0000 Reinforcement 85.50 L6 27 MP3-06 Channel 85.00- 1.0000 1,0000 Reinforcement 85.50 L7 1 Climbing Pegs 82.08- 1.0000 1,0000 85.00 L7 2 Safety Line 3/8" 82.08- 1.0000 1.0000 85.00 L7 LCF12-50J(1/2) 82.08- 1.0000 1.0000 85.00 U LCF158-50JA(1-5/8) 82.08- 1.0000 1.0000 85.00 L7 6 LCF78-50JA(7/8) 82.08- 1.0000 1.0000 85.00 U 25 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 85.00 L7, 26 IVIP3-06 Channel 82.08- 1.0000 1,0000 Reinforcement 85.00 U 27 MP3-06 Channel 82.08- 1.0000 1,0000 Reinforcement 85.00 L8 1 Climbing Pegs 81.83- 1.0000 1,10000 82.08 L8 2 Safety Line 3/8" 81.83- 1.0000 1.0000 82.08 L8 4 LCF12-50J(112) 81.83- 1.0000 1.0000 82.08 L8 5 LCF158-50JA(1-5/8) 81.83- 1.0000 1,0000 82.08 L8 6 LCF78-50JA(7/8) 81.83- 1.0000 1.00001 82.08 L8 25 IVIP3-06 Channel 81.83- 1.0000 1.01000 Reinforcement 82.08 L8 26 IVIP3-06 Channel 81-83- 1.0000 1.0000 Reinforcement 82.08 L8 27 IVIP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 - 1 L9 Climbing Pegs 76.83 1.0000 -0000 81-83 tnxTower Report-version 83-1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 24 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Bev. L9 2 Safety Line 3/8 do 716.83- 1,0000 1-0000 81.83 L9 4 LCF12-50J(1/2) 76.83- 1.0000 1.0000 81.83 L9 5 LCF158-50JA(1-518) 76.83- 1.0000 1.0000 81.83 L9 6 LCF78-50JA(718) 76.83- 1.0000 1.0000 81.83 L9 25 MP3-06 Channel 76.83- 1.0000 1,0000 Reinforc.ernent 81.83 L9 26 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L9 27 MP3-06 Channel 76.83- 1.0000 1.0000 Rt:,,,inforcement 81.83 L10 1 Climbing Pegs 70.42- 1.0000 1.0000 76.83 L10 M 2 Safety Line 3/8" 70.42- 1.0000 1.00001 1 76.83 L10 41 LCF12-50J(1/2) 70.42- 1.0000 1.0000 76.83 1-10 5 LCF158-50JA(1-5/8) 70.42- 1.0000 1.0000 76.83 L10 6 LCF78-50JA(7/8) 70.42- 1.0000 1.0000 76.83 L10 25 MP3-06 Channel 70.42- 1.0000 1.0000 Reinforcement 76.83 L10 26 MP3-06 Channel 70.42- 1.0000 1.0000 Reinforcement 76.83 LIO 27 MP3-06 Channel 70,42- 1.0000 1.0000 Reinforcement 76.83 L11 1 Climbing Pegs 68.58- 1.0000 1.0000 70.42 L11 2 Safety Line 3/8" 68.58- 1.0000 1.0000 70.42 L11 4 LCF12-50J(1/2) 68.58- 1.0000 1.0000 70.42 5 LCF158-50JA(1-5/8) 68.58- 1.0000 1.0000 70.42 6 LCF78-50JA(7/8) 68.58- 1.0000 1.0000 70.42 L11 25 MP3-06 Channel 68.58- 1.0000 1.0000 Reinforcement 70.42 L11 26 MP3-06 Channel 68.58- 1.0000 1.0000 Reinforcement 70.42 L11 27 MP3-06 Channel 68.58- 1.0000 1.0000 Reinforcement 70.42 L12 1 Climbing Pegs 63.58- 1.0000 1.0000 68.58 L12 2 Safety Line 3/8" 63.58- 1.0000 1.0000 68.58 L12 4 LC F 12-5 OJ(1/2) 63.58- 1.0000 1.0000 68.58 L12 5 LCF1 58-50JA(l-5/8) 63.58- 1.0000 1.0000 68.58 L12 6 LCF78-50JA(7/8) 63.58- 1.0000 1.0000 68.58 L12 25 MP3-06 Channel 63-58- 1.0000 1.0000 Reinforcement 68-58 L12 26 MP3-06 Channel 63.58- 1.0000 1.0000 Reinforcement 68.58 L12 27 MP3-06 Channel 63.58- 1.0000 1.0000 Reinforcement 68.58 L13 1 Climbing Pegs 58.58- 1.0000 1.0000 63.58 L13 2 Safety Line 3/8" 58.58- 1.0000 1.0000 63.58 L13 4 LCF12-50J(1/2) 58.58- 1.0000 1.0000 63.58 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 25 Tower Feed Line Description Feed Line K, Ka Section Record No. Segment No Ice Ice Elev. L13� 5 L C F 1 58-50J A(I-518) 58.58- 1.0000 1.0000 63.58 L13 6 LCF78-50JA(7/8) 58.58- 1.0000 1.0000 63.58 L13 25 IVIP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 26 MP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 27 IVIP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 38 Bent Plate 0.75x9 58.58- 1.0000 1.0000 61.17 L13 39 Bent Plate 0.75x9 58.58- 1.0000 1.0000 61.17 L13 40 Bent Plate 0.75x9 58.58- 1.0000 1.0000 61.17 L14 1 Climbing Pegs 53.58- 1.0000 1.0000 58.58 L14 2 Safety Line 3/8" 53.58- 1.0000 1.0000 58.58 L14 4 LC F I 2-50J(1/2) 53.58- 1.0000 1.0000 58-58 L14 5 LCF158-50JA(1-5/8) 53.58- 1.0000 1.0000 58.58 L14 6 LCF78-50JA(7/8) 53.58- 1.0000 9.0000 58.58 L14 25 MP3-06 Channel 53.58- 1.0000 1.0000 Reinforcement 58.58 L14 26 MP3-06 Channel 53.58- 1.0000 1.0000 Reinforcement 58.58 L14 27 MP3-06 Channel 53.58- 1.0000 1,0000 Reinforcement 58.58 L14 38 Bent Plate 0.75x9 53.58- 1.0000 1,0000 58.58 L14 39 Bent Plate 0.75x9 53.58- 1.0000 1-0000 58.58 L14 40 Bent Plate 0.75xg 53.58- 1.0000 1,0000 58.58 L15 1 Climbing Pegs 48.58- 1.0000 1.0000 53.58 L15 2 Safety Line 3/8" 48.58- 1.0000 1,0000 53.58 L15 4I LCF12-50J(1/2) 48.58- 1.0000 1.0000 53.58 L15 5 LCF158-50JA(1-5/8) 48.58- 1.0000 1.0000 53.58 L15 6 LCF78-50JA(7/e,) 48.58- 1.0000 1.0000 53.58 L15 25 MP3-06 Channel 48.58- 1.0000 1.0000 Reinforcement 53.58 L15 26 MP3-06 Channel 48.58- 1.0000 1.0000 Reinforcement 53.58 L15 27 IVIP3-06 Channel 48.58- 1.0000 1.0000 Rein forcement 53.58 L15 38 Bent Plate 0.75x9 48.58- 1.0000 1-0000 53.58 L15 39 Bent Plate 0.75x9 48.58- 1.0000 1.0000 53.58 L15 40 Bent Plate 0.75x9 48.58- 1.0000 1.0000 53.58 L16 1 Climbing Pegs 43.58- 1.0000 1.0000 48-58 L16 2 Safety Line 3/8" 43.58- 1.0000 1.0000 48.58 L16 4 LCF12-50J(1/2) 43.58- 1.0000 1.0000 48.58 L16 5 LCF1 58-50JA(l-516) 43.58- 1.0000 1.0000 48-58 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN 7-59 5R4 280570026, Order 708220, Revision I Page 26 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L16 6 LCF78-50JA(718) 4 3-5 1-0000 1 MOO 48.58 L16 25 MP3-06 Channel 43.58- 1.0000 1.0000 Reinforcement 48.58 L16 26 MP3-06 Channel 43.58- 1.0000 1.0000 Reinforcement 48.58 L16 27 MP3-06 Channel 43.58- 1.0000 1 MOO Reinforcement 48.58 L16 38 Bent Plate 0.75xg 43.58- 1.0000 1 MOO 48.58 L16 39 Bent Plate 0.75x9 43.58- 1.0000 1.00001 48.58 L16 40 Bent Plate 0.75x9 43.58- 1.0000 1.0000 48.58 L17 I Climbing Pegs 38.58- 1.0000 1_D000 43.58 .0000 L17 2 Safety Line 3/8" 38.58- 1.0000 4 1 43.58 L17 4 LCF12-50J(1/2) 38.58- 1.0000 1-0000 43.58 L17 5 LCF158-50JA(1-5/8) 38.58- 1.0000 1.0000 43.58 L17 6 LCF78-50JA(7!8) 38.58- 1.0000 1.0000 43.58 L17 25 MP3-06 Channel 38.58- 1.0000 1 Mc 0 Reinforcement 43.58 L17 26 MP3-06 Channel 38.58- 1,0000 1.0000 Reinforcement 43.58 L17 27 MP3-06 Channel 38.58- 1.0000 1.00GO Reinforcemeril 43.58 L17 38 Bent Plate 0.75x9 38.58- 1.0000 1,0000 43.58 L17 39 Bent Plate 0.75x9 38.58- 1.0000 1,0000 43.58 L17 40 Bent Plate 0.75x9 38.58- 1.0000 1.0000 43.58 L18 1 Climbing Pegs 33.94- 1.0000 1,00001 38.58 L18 2 Safety Line 3/8" 33.94- 1.0000 1.0000 38.58 L18 4 LCF12-50J(1/2) 33.94- 1.0000 1-0000 38.58 L18 5 L C F 15 8-50JA(1-518) 33.94- 1.0000 1.0000 38.58 L18 6 LCF78-50JA(718) 33.94- 1.0000 1.0000 38.58 L18 25 MP3-06 Channel 33.94- 1.0000 11.0000 Reinforcement 38.58 L18 26 MP3-06 Channel 33,94- 1.0000 1.0000 Reinforcement 38.58 L18 27 MP3-06 Channel 33.94- 1.0000 1 MOO Reinforcement 38.58 L18 34 MK 4(PL 1 x4 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 35 MK 4(PL 1x4 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 36 MK 4(PL 1A 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 38 Bent Plate 0.75x9 33.94- 1.0000 1.0000 38.58 L18 39 Bent Plate 0.75x9 33.94- 1.0000 1.0000 38.58 L18 40 Bent Plate 0.75x9 33.94- 1.0000 1.0000 38-58 L19 1 Climbing Pegs 32.94- 1.0000 1.0000 33.94 L19 2 Safety Line 3/8" 32.94- 1.0000 1.0000 33.94 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 27 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice lce Elev. L19 4 LCF 12-50J(1#2) 32.94- 1.0000 1.0000 33.94 L19 5 LCF158-50JA(1-518) 32.94- 1.0000 1.0000 33.94 L19 6 LCF78-50JA(718) 32.94- 1.0000 1-0000 33.94 L19 25 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 26 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 27 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 34 MK 4(PL 1x4 32.94- 1.0000 1.0000 Reinforcement) 33.94 L19 35 MK 4(PL U4 32.94- 1.0000 1,0000 Reinforcement) 33.94 L19 36 MK 4(PL 1 x4 32.94- 1.0000 1.0000 Reinforcement) 33.94 L19 38 Bent Plate 0.75x9 33.75- 1.0000 1.0000 33.94 L19 39 Bent Plate 0.75xg 33.75- 1.0000 1.0000 33.94 L19 40 Bent Plate 0.75x9 33.75- 1.0000 1.0000 33.94 L20 1 Climbing Pegs 30.00- 1.0000 1.0000 32.94 L20 2 Safety Line 31W 30.00- 1.0000 1.0000 32.94 L20 4 LCF12-50J(1l2) 30.00- 1.0000 1.0000 32.94 L20 5 LCF158-50JA(1-518) 30.00- 1.0000 1.0000 32.94 L20 6 LCF78-50JA(718) 30.00- 1.0000 1.0000 32.94 L20 22 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 23 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 24 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 25 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.94 L20 26 MP3-06 Channel 30.50- 1.0000 1 MOO Reinforcement 32.94 L20 27 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.94 L20 31 MK 1 (PL 1 x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 32 MK 2(PL 1 x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 33 M K 2(PL 1 x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 34 M K 4(PL 1 A 30.00- 1.0000 1.0000 Reinforcement) 32.94 L20 35 MK 4(PL 1x4 30.00- 1.0000 1.0000 Reinforcement) 32.94 L20 36 MK 4(PL 1x4 30.00- 1.0000 1.0000 Reinforcement) 32.94 L21 1 Climbing Pegs 29.75- 1.0000 1.0000 30.00 L21 2 Safety Line 3/8" 29.75- 1.0000 1,0000 30.00 L21 4 LCF12-50J(112) 29.75- 1.0000 1.0000 30.00 L21 5 LCF158-50JA(1-518) 29.75- 1.0000 1.0000 30.00 L21 6 LCF78-50JA(718) 29.75- 1.0000 1.0000 30.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 28 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L21 22 MP3-08 Channel f 29,75- 1-0000 1-0000 Reinforcement 30.00 L21 23 MP3-08 Channel 29.75- 1.0000 1,0000 Reinforcement 30.00 L21 24 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L21 31 MK 1 (PL 1x7 29.75- 1.0000 1,0000 Reinforcement) 30.00 L21 32 MK 2(PL 1 x7 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 33 MK 2(PL 1x7 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 34 MK 4(PL 1 x4 29.75- 1.0000 1.0000. Reinforcement) 30.00 L21 35 MK 4(PL 1A 29.75- 1.0000 1.0000 Reinforcement) 30-00 L21 36 MK 4(PL 1A 29,75- 1.0000 1.0000 Reinforcement) 30.00 L22 1 Climbing Pegs 28.75- 1.0000 1.0000 29.75 L22 2 Safety Line 3/8" 28.75- 1.0000 1.0000 29.75 L22 4 LCF 1 2-50J(1/2) 28.75- 1.0000 1.0000 29.75 L22 5 LCF158-50JA(1-5/8) 28.75- 1.0000 1.0000 29.75 L22 6 LCF78-50JA(7/8) 28.75- 1.0000 1.0000 29.75 L22 22 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L22 23 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L22 24 MP3-08 Channel 28.75- 1.0000 1.0000 Reinfc)rcenient 29.75 L22 31 MK 1 (PL 1x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 32 MK 2(PL 1x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 33 MK 2(PL 1 x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 34 MK 4(PL 1A 28.75- 1.0000 1-0000 Reinforcement) 29.75 L22 35 MK 4(PL 1A 28.75- 1.0000 1,0000 Reirtforcell-lent) 29.75 L22 36 MK 4(PL 1A 28.75- 1.0000 1.0000 Reinforcement) 29.75 L23 1 Climbing Pegs 28.50- 1.0000 1.0000 28.75 L23 2 Safety Line 3/8" 28.50- 1.0000 1.0000 28.75 L23 4 LCF12-50J(1/2) 28,50- 1.0000 1-0000 28.75 L23 5 L C F 15 8-5 0 JA(1-5/8) 28.50- 1.0000 1-0000 28.75 L23 6 LCF78-50JA(7/8) 28-50- 1.0000 1.0000 28.75 L23 22 MP3-08 Channel 28.50- 1.0000 1.0000 Reinforcement 28.75 L23 23 MP3-08 Channel 28.50- 1.0000 1-0000 ReinfOFCeMent 28.75 L23 24 MP3-08 Channel 28.50- 1.0000 1-0000 Reinforcement 28.75 L23 31 MK 1 (PL 1x7 28.50- 1.0000 1.0000 Reinforcement) 28.75 L23 32 MK 2(PL 1x7 28.50- 1.0000 1.0000 Reinforcement) 28.75 L23 33 MK 2(PL 1 x7 28.50- 1.0000 1.0000 Reinforcement) 28.75 tnxTower Report-version 8.3-1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 29 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L23 34 MK 4 fPL 1,%(4 28.50- 1.0000 1-0000 Reinforcement) 28.75 L23 35 MK 4(PL 1 x4 28.50- 1.0000 1.0000 Reinforcement) 28-75 L23 36 MK 4(PL 1 x4 28.50- 1.0000 1.0000 Reinforcement) 28.75 L24 1 Climbing Pegs 28.25- 1.0000 1.0000 28.50 L24 2 Safety Line 3/8" 28.25- 1.0000 1.0000 28.50 L24 4 LCF12-50J(1/2) 28.25- 1.0000 1.0000 28.50 L24 5 LCF158-50JA(1-5/8) 28.25- 1.0000 1.0000 28.50 L24 6 LCF78-50JA(7/8) 28.25- 1.0000 1.0000 28.50 L24 22 MP3-08 Channel 28.25- 1.0000 1.0000 Reinforcement 28.50 L24 23 MP3-08 Channel 28.25- 1.0000 1.0000 Reinforcement 28.50 L24 24 MP3-08 Channel 28.25- 1.0000 1.0000 Reinforcement 28.50 L24 31 MK 1 (PL 1 7 28.25- 1.0000 1.0000 Reinforceinent) 28.50 L24 32 MK 2(PL 1x7 28.25- 1.0000 1.0000 Reinforcement) 28.50 L24 33 MK 2(PL 1x7 28.25- 1.0000 1.0000 Reinforcement) 28.50 L24 34 MK 4(PL 1 x4 28.25- 1.0000 1.0000 Reinforcement) 28.50 L24 35 MK 4(PL 1A 28.25- 1.0000 1.0000 Reinforcement) 28.50 L24 36 MK 4(PL 1A 28.25- 1.0000 1.0000 Reinforcement) 28.50 L25 1 Climbing Pegs 28.00-1 1.0000 1.00(0 28.25� L25 2 Safety Line 3/8" 28.00- 1.0000 1_C1000 28.25 L25 4 LCF12-50J(1/2) 28.00- 1.0000 1.0000 28.25 L25 5 LCF158-50JA(1-5/8) 28.00- 1.0000 1.0000 28.25, L25 6 LCF78-50JA(7/8) 28.00 J 1.0000 1-0000 28.25 L25 22 MP3-08 Channel 28.00- 1.0000 1,0000 Reinforcement 28.25 L25 23 MP3-08 Channel 28.00- 1.0000 1.0000 Reinforcement 28.25 L25 24 MP3-08 Channel 28.00- 1.0000 1.0000 Reinforcement 28.25 L25 31 MK 1 (PL 1x7 28.00- 1,0000 1.0000 Reinforcement) 28.25 L25 32 MK 2(PL 1x7 28.00- 1.0000 1.0000 Reinforcement) 28.25 L25 33 MK 2(PL 1 x7 28.00- 1.0000 1.0000 Reinforcement) 28.25 L25 34 MK 4(PL 1 x4 28.00- 1.0000 1.0000 Reinforcement) 28.25 L25 35 MK 4(PL 1x4 28.00- 1.0000 1.0000 Reinforcement) 28.25 L25 36 MK 4(PL 1 x4 28.00- 1.0000 1.0000 Reinforcement) 28.25 L26 1 Climbing Pegs 27.75- 1.0000 1.0000 28.00 L26 2 Safety Line 3/8" 27.75- 1.0000 1.0000 28-00 L26 4 LCF12-50J(1/2) 27.75- 1.0000 1.0000 28.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 30 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L26 FJ L C F I 58-50JA(I-518) 27-75- 1.0000 1,0000 28.00 L26 6 LCF78-50JA(7/8) 27.75- 1.0000 1.0000 28.00 L26 22 MP3-08 Channel 27.75- 1.0000 1.0000 Reinforcement 28.00 L26 23 MP3-08 Channel 27.75- 1.0000 1.0000 Reinforcement 28.00 L26 24 MP3-08 Channel 27.75- 1.0000 1.0000 Reinforcement 28.00 L26 31 MK 1 (PL 1x7 27.75- 1.0000 1.0000 Reinforcement) 28.00 L26 32 MK 2(PL 1x7 27.75- 1.0000 1.0000 Reinforcement) 28.00 L26 33 MK 2(PL 1 x7 27.75- 1.0000 1.0000 Reinforcement) 28.00 L26 34 MK 4(PL 1x4 27.75- 1.0000 1.0000 Reinforcement) 28.00 L26 35 MK 4(PL 1A 27.75- 1.0000 1.0000 Reinforcement) 28.00 L26 36 MK 4(PL 1A 27.75- 1.0000 1.0000 Reinforcement) 28.00 L27 1 Climbing Pegs 27.50- 1.0000 1.0000 27.75 L27 2 Safety Line 3/8" 27.50- 1.0000 1.0000 27.75 L27 4 LC F 12-50,1(1/2) 27.50- 1.0000 1.0000 L27 51 LCF158-50JA(1-5/8) 27.50- 1.0000 1.0000 27 Y Z-) L27 6 LCF78-50JA(7/8) 27.50- 1.0000 1.0000 27.75 L27 22 MP3-08 Channel 27.50- 1.0000 1.0000 Reinforcement 27.75 L27 23 MP3-08 Channel 27.50- 1.0000 1.0000 Reinforcement 27.75 L27 24 MP3-08 Channel 27.50- 1.0000 1.0000 Reinforcement 27.75 L27 31 MK 1 (PL 1x7 27.50- 1.0000 1.0000 Reinforcement) 27,75 L27 32 MK 2(PL 1x7 27.50- 1.0000 1.0000 Reinforcement) 27.75 L27 33 MK 2(PL 1x7 27.50- 1.0000 1.0000 Reinforcement) 27.75 L27 34 MK 4(PL 1A 27.50- 1.0000 1.0000 Reinforcement) 27.75 L27 35 MK 4(PL 11A 27.50- 1.0000 1.0000 Reinforcement) 27.75 L27 36 MK 4(PL IA 27.50- 1.0000 1.0000 Reinforcement) 27.75 L28 1 Climbing Pegs 26.83- 1.0000 1.0000 27.50 L28 2 Safety Line 3/8" 26.83- 1.0000 1.0000 27.50 L28 4 LCF12-50J(1/2) 26.83- 1.0000 1.0000 27.50 L28 5 LC F 1 58-50JA(l-5/8) 26.83- 1.0000 1.0000 27.50 L28 6 LCF78-50JA(7/8) 26.83- 1.0000 1.0000 27.50 L28 22 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.50 L28 23 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27-50 L28 24 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.50 L28 31 MK 1 (PL 1x7 26-83- 1.0000 1.0000 Reinforcement) 27.50 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 31 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L28 32 MK 2(PL 1x7 26-83- 1 MOO 1.0000 Reinforcement) 27.50 L28 33 MK 2(PL 1 x7 26.83- 1.0000 1,0000 Reinforcement) 27.50 L28 34 MK 4(PL 11A 27.00- 1.0000 1.0000 Reinforcement) 27.50 L28 35 MK 4(PL 1 x4 27.00- 1.0000 1.0000 Reinforcement) 27.50 L28 36 MK 4(PL 1 x4l 27.00- 1.0000 1.0000 Reinforcement) 27.50 L29 1 Climbing Pegs 26.58- 1.0000 1.0000 26.83 L29 2 Safety Line 3/8" 26.58- 1.0000 1.0000 26.83 L29 4 LC F 1 2-50J(112) 26.58- 1.0000 1,0000 26.83 L29 5 LCF158-50JA(1-5/8) 26.58- 1.0000 1.0000 26.83 L29 6 LCF78-50JA(7/8) 26.58- 1.0000 1,0000 26.83 L29 22 MP3-08 Channel 26.58- 1.0000 1.0000 ReInforcemen( 26.83 L29 23 MP3-08 Channel 26.58- 1.0000 1.O000 Reiinforcemen( 26,83 L29 24 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L29 31 MK 1 (PL 1x7 26.58- 1.0000 1.0000 Reinforcement) 26-83 L29 32 VlK 2(PL 1x7 26.58- 1.0000 1.0000 Reinforcement) 26.83 L29 33 MK 2(PL 1x7 26.58- 1.0000 1-0000 Reinforcement) 26.83 L30 1 Climbing Pegs 21.58- 1.0000 1.0000 26.58 L30 2 Safety Line 3/8" 21.58- 1.0000 1.0000 26.58 L30 4 LC F 1 2-50J(1/2) 21.58- 1.0000 1.0000 26.58 L30 5 LC F 15 8-50JA(11-5/8) 21.58- 1.0000 1.0000 26.58 L30 6 LCF78-50JA(7/8) 21.58- 1.0000 1.0000 26.58 L30 22 MP3-08 Channel 21.58 - 1.0000 1,0000 Reinforcement 26-58 L30 23 MP3-08 Channel 21.58- 1.0000 1,0000 Reinforcement 26.58 L30 24 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L30 31 MK I (PL 1x7 21.58- 1.0000 1.0000 Reinforcement) 26.58 L30 32 MK 2(PL 1x7 21.58- 1.0000 1-0000 Reinforcement) 26.58 L30 33 MK 2(PL 1x7 21.58- 1.0000 1.0000 Reinforcement) 26.58 L31 1 Climbing Pegs 16.58- 1.0000 1.0000 21.58 L31 2 Safety Line 3/8" 16-58- 1.00001 1-0000 21-58 L31 4 LCF1 2-50J(l/2) 16.58- 1.0000 1,0000 21.58 L31 5 LCF158-50JA(1-5/8) 16.58- 1.0000 1.0000 21.58 L31 6 LCF78-50JA(7/8) 16.58- 1.0000 1.0000 21.58 L31 22 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L31 23 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 32 Tower Feed Line Description I Feed Line Ka Ka Section Record No. Segment No Ice /ce Elev. L31 24 NIP3-08 ch.--Inriel 16.58- 1,0000 1.0000 Reinforcement 21.58 L31 28 IVIP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 16.88 L31 29 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 20.02 L31 31 IVIK 1 (PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L31 32 IVIK 2(PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L31 33 IVIK 2(PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L32 1 Climbing Pegs 16.16- 1.0000 1.0000 16.58 L32 2 Safety Line 318" 16.16- 1.0000 1.0000 16.58 L32 4 LCF12-50J(112) 16.16- 1.0000 1.0000 16.58 L32 5 LCF1 58-50JA(l-5/8) 16.16- 1,0000 1.0000 16.58 L32 6 LCF78-50JA(718) 16.16- 1.0000 1.0000 16.58 L32 22 IVIP3-08 Channel 16.16- 1.0000 1,0000 Reinforcennent 16.58 L32 23 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L32 24 MP3-08 Channel 16.16- 1.0000 1.0000 R e.i n f o rce r,-!e:ril 16.58 L32 28 IVIP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L32 29 IVIP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L32 31 MK 1 (PL 1x7 16.16- 1.0000 1.0000 Reinforcement) 16.58 L32 32 MK 2(PL 1 x7 16.16- 1.0000 1.0000 Frei nforcem ent) 16.58 L32 33 IVIK 2(PL U7 16.16- 1.0000 1.0000 Reinforcement) 16.58 L33 1 Climbing Pegs 15.91 - 1.0000 1.0000 16.16 L33 2 Safety Line 3/8" 15.91 - 1.0000 1.0000 16.16 L33 4 LC F 1 2-50J(1/2) 15.91 - 1.0000 1.0000 16.16 L33 5 LCF158-50JA(1-5/8) 15.91 - 1.0000 1.0000 16.16 L33 6 LCF78-50JA(7/8) 15.91 - 1.0000 1.0000 16.16 L33 22 IVIP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L33 23 MP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L33 24 IVIP3-08 Channel 15.91 - 1.0000 1-0000 Reinforcement 16.16 L33 28 IVIP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L33 29 IVIP3-08 Channel 15.91- 1.0000 1.0000 Reinforcement 16.16 L33 31 MK I (PL 1x7 15-91 - 1.0000 1.0000 Reinforcement) 16-16 L33 32 IVIK 2(PL 1 x7 15-91 - 1.0000 1,0000 Reinforcement) 16.16 L33 33 IVIK 2(PL 1x7 15.91 - 1.0000 1-0000 Reinforcement) 16.16 1-34'� 1 Climbing Pegs 14.00- 1.0000 1.0000 1 15-91 L34 2 Safety Line 3/8 of 14,00- 1.0000 1.0000 15.91 tnxTower Report-version 8.3.1,2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 33 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L34 4 LCF12-50J(1/2) 14,00- 1.0000 1,0000 15.91 L34 5 LCF1 58-50JA(l-5/8) 14.00- 1.0000 1.0000 15.91 L34 6 LCF78-50JA(718) 14.00- 1.0000 1.0000 15.91 L34 22 MP3-08 Channel 14.00- 1.0000 1.00001 Reinforcement 15.91 L34 23 MP3-08 Channel 14.00- 1,0000 1-0000 Reinforcement 15.91 L34 24 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L34 28 MP3-08 Channel 14.00- 1.0000 1.0000 ReinfOFC'ernenit 15.91 L34 29 MP3-08 Channel 14.00- 1.0000 1,0000 Relnforcemen 15.91 L34 31 MK 1 (PL I x7 14.00- 1.0000 1.0000 Reinforcement) 15.91 L34 32 MK 2(PL 1 x7 14.00- 1.0000 1.0000 Reinforcement) 15.91 L34 33 MK 2(PL 1x7 14.00- 1.0000 1-0000 Reinforcement) 15.91 L35 1 Climbing Pegs 13.75- 1.0000 1,0000 14.00 L35 2 Safety Line 3/8 13.75- 1.0000 1-0000 14.00 L35 41 LCF12-50J(1/2) 13.75- 1.0000 1,0000 14.00 L35 5 LCF158-50JA(1-5/8) 13.75- 1.0000 1,0000 14.00 L35 6 LCF78-50JA(7/8) 13.75- 1.0000 1.0000 14.00 L35 22 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L35 23 MP3-08 Channel 13,75- 1.0000 1,0000 Reinforcement 14.00 L35 24 MP3-08 Channel 13.75- 1.0000, 1.0000 Reinforcement 14.00 L35 28 MP3-08 Channel 13.75- 1.0000 1,0000 Reinforcement 14.00 L35 29 MP3-08 Channel 13.75- 1.0000 1-0000 Reinforcement 14.00 L35 31 MK 1 (PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L35 32 MK 2(PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L35 33 MK 2(PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L36 1 Climbing Pegs 12.92- 1.0000 1.0000 13.75 L36 2 Safety Line 3/8" 12.92- 1.0000 1-0000 13.75 L36 4 LC F 1 2-50J(1/2) 12.92- 1.0000 1,0000 13.75 L36 5 LCF158-50JA(1-5/8) 12.92- 1.0000 1.0000 13.75 L36 6 LCF78-50JA(7('8) 12.92- 1.00001 1.0000 13.75 L36 22 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L36 23 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L36 24 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L36 28 MP3-08 Channel 12.92- 1.0000 1,0000 Reinforcement 13.75 L36 29 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 34 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L36 31 MK I (PL 1x7 12.92-, 1.0000 1.0000 Reinforcement) 13.75 L36 32 MK 2(PL 1x7 12.92- 1.0000 1.0000 Reinforcement) 13.75 L36 33 MK 2(PL 1x7 12.92- 1.0000 1.0000 Reinforcement) 13.75 L37 1 Climbing Pegs 12.67- 1.0000 1.0000 12.92 L37 2 Safety Line 3/8" 12.67- 1.0000 1.0000 12.92 L37 4 LCF12-50J(1/2) 12.67- 1.0000 1,0000 12.92 L37 5 LCF158-50JA(1-5/8) 12.67- 1.0000 1.0000 12.92 L37 6 LCF78-50JA(7/8) 12.67- 1.0000 1.0000 12.92 L37 22 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L37 23 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L37 24 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L37 28 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L37 29 MP3-08 Channel 12.67-' 1.0000 1.0000 Reinforcement 12.92� L37 31 MK I (PL 1 7 12.67-1 1.0000 1.0000 Reinforcement) 12.92 L37 32 MK 2(PL 1 x7 12.67- 1.0000 1,0000 Reinforcement) 12.92 L37 33 MK 2(PL 1x7 12.67- 1.0000 1.0000 Reinforcement) 12.92 L38 1 Climbing Pegs 8.75-12.67 1.0000 1.00001 L38 2 Safety Line 3/8 11 8.75-12.67 1.0000 1,0000 L38 4 LCF12-50J(1/2) 8.75-12.67 1.0000 1,0000 L38 5 LCF158-50JA(1-5/8) 8.75-12.67 1.0000 1,0000 L38 6 LCF78-50JA(7/8) 8.75-12.67 1.0000 1-0000 L38 22 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L38 23 MP3-08 Channel 8.75-12.67 1.0000 1-0000 Reinforcement L38 24 MP3-08 Channel 8.75-12.67 1.0000 1,0000 Reinforcement L38 28 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L38 29 MP3-08 Channel 8.75-12.67 1.0000 1,0000 Reinforcement L38 31 MK 1 (PL 1x7 8.75-12,67, 1.0000 1.0000 Reinforcement) L38 32 MK 2(PL 1x7 8.75-12A737, 1.0000 1-0000 Reinforcement) L38 33 MK 2(PL 1 x7 8.75-12-0671 1.0000 1.0000 Reinforcement) L39 1 Climbing Pegs 8.50-8.75 1.0000 1.0000 L39 2 Safety Line 3/8 If 8.50-8.75 1.0000 1.0000 L39 4 LCF12-50J(1/2) 8.50-8.75 1.0000 1.0000 L39 5 LCF158-50JA(1-5/8) 8.50-8.75 1.0000 1.0000 L39 6 LCF78-50JA(7/8) 8.50-8-75 1.0000 1.0000 L39 22 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L39 23 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L39 241 MP3-08 Channel 8.50-8.75 1.0000 1 MOO Reinforcement L39 28 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L39 29 MP3-08 Channel 8.50-8.75 1.0000 1-0000 Reinforcement tnxTower Report-version 8.3,1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis M BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 35 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L39 31 N-1K 1 (PL Ix7 MO-815 1.0000 1.0000 Reinforcement) L39 32 MK 2(PL 1 x7 8.50-8.75 1.0000 1.0000 Reinforcement) L39 33 MK 2(PL 1x7 8.50-8.75 1.0000 1.0000 Reinforcement) L40 1 Climbing Pegs 8.25-8.50 1.0000 1.0000 L40 2 Safety Line 3/8" 8.25-8.50 1.0000 1.0000 L40 4 LCF1 2-50J(1/2) 8.25-8.50 1.0000 1.0000 L40 5 LCF158-50JA(1-5/8) 8.25-8,50 1.0000 1.0000 L40 6 LCF78-50JA(7/8) 8.25-8.50 1.0000 1.0000 L40 22 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L40 23 MP3-08 Channel 8.25-8.50 1.0000 1-0000 Reinforcement L40 24 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L40 28 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L40 29 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L40 31 MK 1 (PL 1 x7 8.25-8.501 1.0000 1-0000 Reinforcement) L40 32 MK 2(PL 1x7 8.25-8.50 1.0000 1.0000 Reinforcement) L40 33 MK 2(PL U7 8.25-8.50, 1.0000 1.0000 Reinforcement) L41 1 Climbing Pegs 8.00-8.25 1.0000 1.0000 L41 2 Safety Line 3/8" 8.00-8.25 1.0000 1.0000 L41 4 LCF12-50J(1/2) 8.00-8.25 1.0000 1.0000 L41 5 LCF158-50JA(1-5/8) 8.00-8.25 1.0000 1,0000 L41 6 LCF78-50JA(7/8) 8.00-8.25 1.0000 1.0000 L41 22 MP3-08 Channel 8.00-8.25 1.0000 1,0000 Reinforcement L41 23 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L41 24 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L41 28 MP3-08 Channel 8.00-8.25 1.0000 1-0000 Reinforcement L41 29 MP3-08 Channel 8.00-8.25 1.0000 1-0000 Reinforcement L41 31 MK 1 (PL 1 x7 8.00-8.25 1.0000' 1.0000 L41 32 MK 2(PL 1 x7 8,00-8.25 1.0000 1.0000 Reinforcement) L41 33 MK 2(PL 1 x7 8.00-8.25 1.0000 1.0000 Reinforcement) L42 1 Climbing Pegs 6.00-8.00 1.0000 1-0000 L42 2 Safety Line 3/8'f 6.00-8.00 1.0000 1-0000 L42 z MP3-08 Channel 6.00-8.00 1.0000 1-0000 Rei,nforcemen( L42 23 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Rekriforcemant 4 L42 24 MP3-08 Channel 6.00-8.00 1.0000 _0000 Peinforcement L42 28 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L42 29 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinfo(cement L42 31 MK 1 (PL 1 x7 6.00-8.00 1.0000 1.0O00 Reinforcement) I L42, 32 MK 2(PL 1x7 6.00-8.00 1.0000 1.00001 Reinforcement) L42 33 MK 2(PL 1x7 6.00-8.00 1.0000 1.0000 Reinforcement) L43 1 Climbing Pegs 5.75-6.00 1.0000 1.0000 L43 2 Safety Line 3/8" 5.75-6.00 1.0000 1.00001 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 36 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L41) 22 MP3-08 Charmel 5.75-6.00 1.0000 1.0000 Reinforcement L43 23 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L43 24 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L43 28 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L43 29 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement� L43 31 MK 1 (PL 1 x7 5,75-6.00 1.0000 1.0000 Reinforcement) L43 32 MK 2(PL 1 x7 5.75-6.00 1.0000 1.0000 Reinforcement) L43 33 MK 2(PL U7 5.75-6.00 1.0000 1.0000 Reinforcement) L44 1 Climbing Pegs 5.54-5.75 1.0000 1.0000 L44 2 Safety Line 318" 5.54-5.75 1.0000 1.0000 L44 22 MP3-08 Channel 5.54-5.75 1.0000 -1,0000 Reinforcement L44 23 MP3-08 Channel 5.54-5.75 1.0000 1.0000 Reinforcement L44 24 MP3-08 Channel 5.54-5.75 1.0000 1.0000 Reinforcernen( L44 28 MP3-08 Channel 5.54-5.75 1.0000 1.0000 Reinforcement L44 29 MP3-08 Channel 5.54-5.75 1.0000 1,0000 Reinforcement L44 31 MK 1 (PL 1 x7 5.54-5.75 1.0000 1,0000 Reinforcement) L44 32 MK 2(PL 1x7 5.54-5.75 1.0000 1.0000 Reinforcement) L44 33 MK 2(PL 1x7 5.54-5.75 1.0000 1,0000 Reinforcement) L45 1 Climbing Pegs 5.29-5.54 1.0000 1.0000 L45 2 Safety Line 3/8" 5.29-5.54 1.0000 1.0000 L45 22 MP3-08 Channel 5.29-5.54 1.0000 1,0000 Reinforcement L45 23 MP3-08 Channel 5.29-5.54 1.0000 1.0000 Reinforcement L45 24 MP3-08 Channel 5.29-5.54 1.0000 1.0000 Reinforcement L45 28 MP3-08 Channel 5.29-5.54, 1.0000 1.0000 Reinforcement L45 29 MP3-08 Channel 5.29-5.54 1.0000 1.0000 Reinforcement L45 31 MK 1 (PL 1x7 5,29-5.54 1.0000 1.0000 Reinforcement) L45 32 MK 2(PL 1x7 5.29-5.54 1.0000 1.0000 Reinforcement) L45 33 MK 2(PL 1x7 5.29-5.54 1.0000 1.0000 Reinforcement) L46 I Climbing Pegs 5.04-5.29 1.0000 1.0000 L46 21 Safety Line 3/8" 5.04-5.29 1.0000 1.0000 L46 22 MP3-08 Channel 5.04-5.29 1.0000 1.0000 Reinforcement L46 23 MP3-08 Channel 5.04-5.29 1.0000 1.0000 Reinforcement L46 24 MP3-08 Channel 5.04-5.29 1.0000 1.0000 Reinforcement L46 28 MP3-08 Channel 5.04-5.29 1.0000 1.0000 Reinforcement L46 29 MP3-08 Channel 5.04-5.29 1.0000 1.0000 Reinforcement L46 31 MK 1 (PL 1x7 5.04-5.29 1.0000 1.0000 Reinforcement) L46 32 MK 2(PL 1 x7 5.04-5.29 1.0000 1.0000 Reinforcement) tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 37 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L4 6 33 MK 2(Pt. 1 x7 5,04-5-29 11-0000 1-0000 Reinforcement) L47 1 Climbing Pegs 4.42-5.04 1.0000 1.0000 L47 2 Safety Line 3/8"' 4.42-5.04 1.0000 1.0000 L47 22 MP3-08 Channel 4.42-5.04 1.0000 1.0000 Reinforcement L47 23 MP3-08 Channel 4.42-5.04 1.0000 1.0000 Reinforcement L47 24 MP3-08 Channel 4.42-5.04 1.0000 1.0000 Reiriforcement L47 28 MP3-08 Channel 4.42-5.04 1.0000 1.0000 Reinforcement L47 29 MP3-08 Channel 5.02-5.04 1.0000 1,0000 rRe I n fo rc e ri eTi t L47 31 MK 1 (PL 1 x7 4.42-5.04 1.0000 1.0000 Reinforcement) L47 32 MK 2(PL 1x7 4.42-5.04 1.0000 1.0000 Reinforcement) L47 33 MK 2(PL 1 x7 4.42-5.04 1.0000 1.0000 Reinforcement) L48 1 Climbing Pegs 4.17-4.42 1.0000 1-0000 L48 2 Safety Line 3/8" 4.17-4.42 1.0000 imoo L48 22 MP3-08 Channel 4.17-4.42 1.0000 1,0000 Reinl'orcement L48 23 MP3-08 Channel 4.17-4.42 1.0000 1-0000 Reinforcement L48 24 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L48 28 MP3-08 Channel 4.17-4.42 1.0000 1,0000 R e in l'o r c e-,m e,n 1 L48 31 MK 1 (PL 1x7 4.17-4.42 1.0000 1,0000 Reinforcement) L48 32 MK 2(PL 1x7 4.17-4.42 1.0000 1,0000 Reinforcement) L48 33 MK 2(PL 1x7 4.17-4.42 1.0000 1,0000 Reinforcement) L49 1 Climbing Pegs 4.00-4.17 1.0000 1,0000 L49 2 Safety Line 3/8" 4.00-4.17 1.0000 1-0000 L49 22 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcen-jent L49 23 MP3-08 Channel 4.00-4.17 1.0000 1-0000 Reinforcement L49' 24 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L49 28 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L49 31 MK 1 (PL 1x7 4.00-4.17 1.0000 1.0000 Reinfon-lement) L49 32 MK 2(PL 1x7 4.00-4.17 1.0000 1.0000 Reinforcement) L49 33 MK 2(PL 1x7 4.00-4.17 1.0000 1-0000 Reinforcement) L50 1 Climbing Pegs 3.75-4.00 1.0000 1.0000 L50 2 Safety Line 3/8" 3.75-4.00 1.0000 1.0000 L50 22 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcemenit L50 23 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L50 24 MP3-08 Channel 3.75-4-00 1.0000 1.0000 Rein(orceme-nt L50 28 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcer.ient. L50 31 MK 1 (PL 1 x7 3.75-4.00 1.0000 1.0000 Reinforcement) L50 32 MK 2(PL U7 3.75-4.00 1.0000 1.0000 Reinforcement) L50 33 MK 2(PL 1x7 3.75-4.00 1.0000 1.0000 Rernforcement) L51 1 Climbing Pegs 0.00-3.75 1.0000 1.0000 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 38 Tower Feed Line Description Feed Line Ka Ka Section Record No, Segment No Ice Ice Elev. L51 2 Safety Line 3/81' 0.00-3.75 1.0000 1.0000 L51 22 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L51 23 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L51 24 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L51 28 MP3-08 Channel 1.88-3.75 1.0000 1.0000 Reinforcement L51 31 MK 1 (PL U7 0.00-3.75 1.0000 1.0000 Reinforcement) I L51 32 MK 2(PL U7 0.00-3.75 1.0000 1.0000 Reinforcement) L51 33 MK 2(PL U7 0.00-3.75 1.0000 1.0000 Reinforcement), Effective Width of Flat Linear Attachments I Feed Lines Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Flev. n Ratio Method L6 25 MP3-06 Channel 85.00- Auto 0.3778 Reinforcement 85.50 L6 26 MP3-06 Channel 85-00- Auto 0.3778 Reinforcement 85-50 L6 27 MP3-06 Charnel 85-00- Auto 0.3778 Reinforcement 85.50 L7 25 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85.00 L7 26 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85-00 L7 27 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85.00 L8 25 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L8 26 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L8 27 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L9 25 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement 81.83 L9 26 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement 81.83 L9 27 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement, 81.83 L10 25 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L10 26 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L10 27 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L11 25 MP3-06 Channel 68.58- Auto 0.4841 Reinforcement 70.42 L11 26 MP3-06 Channel 68.58- Auto 0.4841 Reinforcernew 70.42 L11 27 MP3-06 Channel 68.58- Auto 0.4841 Reinforcement 70.42 L12 25 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 L12 26 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 L12 27 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 Ll 3 25 MP3-06 Channel 58.58- Auto 0,386{i Reinforcement 63.58 tnxTower Report-version 8.3.1.2 July 18, 2025 108-5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 39 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L13 26 MP3-06 Channel 58.58- Auto 0.3864 Reinforcement 63.58 L13 27 IVIP3-06 Channel 58.58- Auto 0.3864 Reinforcement 63.58 L13 38 Bent Plate 0.75x9 58.58- ALItO 0.5223 61.17 L13 39 Bent Plate 0.75x9 58.58- Auto 0.5223 61.17 L13 40 Bent Plate 0.75x9 58.58- Auto 0.5223 61.17 L14 25 IVIP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58.58 L14 26 IVIP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58.58 L14 27 MP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58,58 L-14 38 Bent Plate 0.75x9 53.58- Auto 0-4895 58.58 L14 39 Bent Plate 0.75x9 53.58- Auto 0.4895 58.58 L14 40 Bent Plate 0.75x9 53.58- Auto 0.4895 58.58 L15 25 MP3-06 Channel 48.58- Auto 0.2799 Reinforcement 53.58 L15 26 MP3-06 Channel 48.58- Auto 0.2799 Reinforcement 53.58 L15 27 MP3-06 Channel 48.58- Auto 0-27991 Re-Inforcemen1l, 53.58 L15 38 Bent Plate 0.75x9 48.58- Auto 0.4487 53.58 L15 39 Bent Plate 0.75x9 48.58- Auto 0,4487 53.58 L15 40 Bent Plate 0.75x9 48.58- Auto 0.4487 53.58 L16 25 IVIP3-06 Channel 43.58- Auto 0.2315 Reinforcement 48.58 L16 26 IVIP3-06 Channel 43.58- Auto 0.23151 Reinforcement 48.58 L16 27 IVIP3-06 Channel 43.58- Auto 0.2315 Reinforcement 48.58 L16 38 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L16 39 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L16 40 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L17 25 IVIP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 26 IVIP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 27 IVIP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 38 Bent Plate 0.75x9 38.58- Auto 0,3709 43.58 L17 39 Bent Plate 0.75x9 38.58- Auto 0-3709 43.58 L17 40 Bent Plate 0.75x9 38.58- Auto 0.3709 43.58 L18 25 MP3-06 Channel 33.94- Auto 0,1363 Reinforcement 38.58 L18 26 MP3-06 Channel 33-94- Auto 0.1363 Reinforcement 38.58 L18 27 IVIP3-06 Channel 33.94- Auto 01363 Reinforcement 38.58 L18 34 IVIK 4(PL 1x4 33.94- Auto 0.0000 Reinforcement) 37.00 L18 35 MK 4(PL 1 x4 33.94- Auto i 0.0000 Reinforcement) 37.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 40 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L 18 36 IVIK 4(PL 1x4 33,94- Ai_ o 0.00010 Reinforcement) 37.00 L18 38 Bent Plate 0.75x9 33.94- Auto 0,3388 38.58 L18 39 Bent Plate 0.75x9 33.94- Auto 0.3388 38,58 L18 40 Bent Plate 0.75x9 33.94- Auto 0.3388 38.58 L19 25 IVIP3-06 Channel 32.94- Auto 0.1413 Reinforcement' 33.94 L19 26 MP3-06 Channel 32.94- Auto 0.1413 Reinforcement 33.94 L19 27 IVIP3-06 Channel 32.94- Auto 0.1413 Reinforcement 33.94 L19 34 IVIK 4(PL 1x41 32.94- Auto 0-0000 Reinforcement) 33.94 L19 35 IVIK 4(PL 1x4 32.94- Auto 0,0000 Reinforcement) 33.94 Ll(11 36 MK 4(PL 1x4 32.94- Auto 0.0000 Reinforcement) 33.94 L19 38 Bent Plate 0.75x9 33.75- Auto 0,34533 33.94 L19 39 Bent Plate 0.75x9 33.75- Auto 0,3453 33.94 L19 40 Bent Plate 0.75x9 33.75- Auto 0.3453 33.94 L20 22 MP3-08 Channel 30.00- Auto 0.2257 Reinforcement 30.50 L20 23 IVIP3-08 Channel 30.00- Auto 0,2257 Reinforcement 30.50 L20 24 MP3-08 Channel 30.00- Auto 0.2257 Reinforcement 30.50 L20 25 MP3-06 Channel 30.50- Auto 0.1215 Reinforcement. 32.94 L20 26 MP3-06 Channel 30.50- Auto 0.1215 Reinforcement 32.94 L20 27 IVIP3-06 Channel 30.50- Auto 0.1215 Reinforcement 32.94 L20 31 MK 1 (PL U7 30.00- Auto 0.1292 Reinforcement) 32.00 L20 32 IVIK 2(PL 1x7 30.00- Auto 0.1292 Reinforcement) 32.00 L20 33 MK 2(PL 1x7 30.00- Auto 0.1292 Reinforcement) 32.00 L20 34 IVIK 4(PL U4 30.00- Auto 0.0000 Reinforcement) 32.94 L20 35 IVIK 4(PL 1 x4 30.00- Auto 0.0000 Reinforcement) 32.94 L20 36 IVIK 4(PL 1x4 30.00- Auto 0.0000 Reinforcement) 32.94 L21 22 MP3-08 Channel 29.75- Auto 0.2314 Reinforce-merit 30.00 L21 23 MP3-08 Channel 29.75- Auto 0.2314 Reinforcement 30.00 L21 24 MP3-08 Channel 29.75- Auto 0.2314 Reinforcement 30.00 L21 31 IVIK 1 (PL 1 x7 29.75- Auto 0.1292 Reinforcement) 30.00 L21 32 IVIK 2(PL 1 x7 29.75- Auto 0.1292 Reinforcement) 30.00 L21 33 IVIK 2(PL 1 x7 29.75- A ii!o 0.1292 Reinforcement) 30.00 L21 34 IVIK 4(PL 1 x4 29.75- Auto 0.0000 Reinforcement) 30.00 L21 35 IVIK 4(PL 1 x4 29.75- Auto 0.0000 Reinforcement) 30.00 L21 36 IVIK 4(PL 1 4 29.75- Auto 0.0000 Reinfemement) 30.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 41 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio, Width Elev. n Ratio Method L22 22 MP3-08 Channel 28.75- Auto 0,2224 Reinforcement 29.75 L22 23 MP3-08 Channel 28.75- Auto 0.2224 Reinforcement 29.75 L22 24 MP3-08 Channel 28.75- Auto 0.2224 Reinforcement 29.75 L22 31 MK 1 (PL 1 x7 28.75- Auto 0.1191 Reinforcement) 29.75 L22 32 MK 2(PL 1 x7 28.75- Auto 0.1191 Reinforcement) 29.75 L22 33 MK 2(PL 1x7 28.75- Auto 0.1191 Reinforcement) 29.75 L22 34 MK 4(PL 1x4 28.75- Auto 0.0000 Reinforcement) 29.75 L22 35 MK 4(PL 1 x4 28.75- Auto 0.0000 Reinforcement) 29.75 L22 36 MK 4(PL 1x4 28.75- Auto 0.0000 Reinforcement) 29.75 L23 22 MP3-08 Channel 28.50- Auto 0.2178 Reinforcement 28.75 L23 23 MP3-08 Channel 28.50- Auto 0.2178 Reinforcement 28.75 L23 24 MP3-08 Channel 28.50- Auto 0.2178 Reinforcement 28.75 L23 31 MK 1 (PL Ix7 28.50- Auto 0.1138 Reinforcement) 28.75 L23 32 MK 2(PL 1x7 28.50- Auto 0.1138 Reinforcement) 28.75 L23 33 MK 2(PL 1 x7 28.50- Autf--j 0.1138 Reinforcement) 28.75 L23 34 IVIK 4(PL 1 x4 28.50- Auto 0.0000 Reinforcement) 28.75 L23 35 MK 4(PL 1 x4 28.50- Auto 0.0000 Reinforcement) 28.75 L23 36 MK 4(PL 1 x4 28.50- Auto 0.0000 Refnforcerne n t) 28.75 L24 22 MP3-08 Channel 28.25- Auto 0.3046 Reinforcement 28.50 L24 23 MP3-08 Channel 28.25- AL.Itf- J 0.3046 ReInforcerriont 28.50 L24 24 MP3-08 Channel 28.25- Auto 0.3046 Reinforcement 28.50 L24 31 MK 1 (PL 1 7 28.25- Auto 0.2122 ReInforcement) 28.50 L24 32 MK 2(PL 1x7 28.25- Auto 0.2122 Reinforcement) 28.50 L24 33 IVIK 2(PL 1x7 28.25- Auto 0.2122 Reinforcement) 28.50 L24 34 MK 4(PL 1x4 28.25- Auto 0.0000 Reinforcement) 28.50 L24 351 MK 4(PL 1x4 28.25- Auto 0.0000 Reinforcement) 28.50 L24 36 MK 4(PL Ix4 28.25- Auto 0.0000 Reinforcement) 28.50 L25 22 MP3-08 Channel 28.00- Auto 0.3027 Reinforcement 28.25 L25 23 MP3-08 Channel 28.00- Auto 0."30 2� Reinforcement 28.25 L25 24 MP3-08 Channel 28.00- Auto 0.302 7 Reinforcement 28.25 L25 31 MK 1 (PL 1x7 28.00- Auto 0.2101 Reinforcement) 28.25 L25 32 MK 2(PL 1 x7 28-00- Auto 0.2101 Reinforcement) 28.25 L25 33 IVIK 2(PL 1x7 28.00- Auto 0.2101 Reinforcement) 28.25 L25 34 MK 4(PL 1x4 28.00- Auto 0-0000 Reinforcement) 28.25 tnxTower Report-version 8.3.1-2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 42 Tower Attachment Description Attachment Ratio Effective Section Record No, Segment Calculatio Width Elev. n Ratio Method L25 35 MK 4(PL 1x4 28.00- Auto 0.0000 Reinforcement) 28.25 L25 36 MK 4(PL 1x4 28.00- Auto 0.0000 Reinforcement) 28.25 L26, 22 MP3-08 Channel 27.75- Auto 0.3008 Reinforcement 28.00 L26 23 MP3-08 Channel 27.75- Auto 0.3008 Reinforcement 28.00 L26 24 MP3-08 Channel 27.75- Auto 0.3008 Reinforcement 28.00 L26 31 MK 1 (PL 1x7 27.75- Auto 0.2080 Reinforcement) 28.00 L26 32 IVIK 2(PL 1x7 27.75- Auto 0-2080 Reinforcement) 28.00 L26 33 MK 2(PL 1x7 27,75- Auto 0.2080 Reinforcement) 28.00 L26 34 MK 4(PL 1x4 27.75- Auto 0.0000 Reinforcement) 28.00 L26 35 IVIK 4(PL 1 x4 27.75- Auto 0.0000 Reirilorcement) 28.00 L26 36 MK 4(PL 1 x4 27.75- Auto 0.0000 Reinforcement) 28.00 L27 22 MP3-08 Channel 27.50- Auto 0.29190 Reinforcement 27.75 L27 23 MP3-08 Channel 27.50- Auto 0,2990 Relrsforc;ernent 27.75 L27 24 MP3-08 Channel 27.50- Auto 0-2990 Reinforcement 27.75 L27 31 MK 1 (PL 1 x7 27.50- Auto 0.2058 Reinforcement) 27.75 L27 32 MK 2(PL 1 x7 27.50- Auto 0.2058 Reinforcement) 27.75 L27 33 IVIK 2(PL 1 x7 27.50- Auto 0.2058 Reinforcement) 27.75 L27 34 MK 4(PL Ix4 27.50- Auto 0.0000 Reinforcement) 27.75 L27 35 MK 4(PL 1x4 27.50- Auto 0.0000 Reinforcement) 27.75 L27 36 IVIK 4(PL 1 x4 27.50- Auto 0.0000 Reinforcement) 27.75 L28 22 MP3-08 Channel 26.83- Auto' 0.29551 Reinforcement 27.50 L28 23 MP3-08 Channel 26.83- Auto 0.2955 Reinforcement 27.50 L28 24 MP3-08 Channel 26,83- Auto 0.2955 Reinforcement 27.50 L28 31 MK 1 (PL 1 x7 26.83- Auto 0.2019 Reinforcement) 27.50 L28 32 MK 2(PL 1 x7 26.83- Auto 0.2019 Reinforcement) 27.50 L28 33 MK 2(PL 1 x7 26.83- Auto 0.2019 Reinforcement) 27.50 L28 34 VIK 4(PL 1 x4 27.00- Auto 0.0000 Reinforcement) 27.50 L28 35, VIK 4(PL 1 x4 27.00- Auto 0.0000 Reinforcement) 27.50 L28 36 IVIK 4(PL 1x4 27.00- Auto 0.0000 Reinforcement) 27-50 L29 22 MP3-08 Channel 26-58- Auto 0.3174 Reinforcement 26-83 L29 23 MP3-08 Channel 26.58- Auto 0.31741 Reinforcement 26.83 L29 24 MP3-08 Channel 26.58- Auto 0.3174 Reinforcement 26-83 L29 31 MK 1 (PL 1x7 26.58- Auto 0.2267 Reinforcement) 26.83 L29 32 MK 2(PL 1x7 26.58- Auto 0.2267 Reinforcement), 26.83 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 43 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L29 33 Mi K 2(PL I x7i 26-58- Auto 0,2267 Reinforcement) 26-83 L30 22 MP3-08 Channel 21.58- Auto 0.2850 Reinforcement 26-58 L30 23 MP3-08 Channel 21.58- Auto 0.2850 Reinforcement 26.58 L30 24 MP3-08 Channel 21.58- Auto 0,2850 Reinforcement 26.58 L30 31 MK 1 (PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L30 32 IVIK 2(PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L30 33 IVIK 2(PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L31 22 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L31 23 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L31 24 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L31 28 MP3-08 Channel 16.58- Auto 0.2172 Reinforcement 16.88 L31 29 MP3-08 Channel 16.58- Auto 0.2290 Reinforcement 20.02 L31 31 MK 1 (PL 1 x7 16.58- Auto 0.1332 Reinforcement) 21.58 L31 32 MK 2(PL 1 x7 16.58- Auto 0.1332 Reinforcement) 21.58 L31 33 MK 2(PL 1 x7 16.58- Auto 0.1332 Reinforcement) 21.58 L32 22 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L32 23 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L32 24 MP3-08 Channel 16.16- Auto 0.2145 Rei n forc e men t 16.58 L32 28 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L32 29 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L32 31 IVIK 1 (PL 1 x7 16.16- Auto 0.1102 Reinforcement) 16.58 L32 32 IVIK 2(PL 1 x7 16.16- Auto 0.1102 Reinforcement) 16.58 L32 33 IVIK 2(PL 1x7 16.16- Auto 0.1102 Reinforcement) 16.58 L33 22 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L33 23 MP3-08 Channel 15.91 - Auto 0.2120 Rel n fo.,(.e rn en t 16.16 L33 24 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L33 28 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L33 29 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcernent 16.16 L33 31 IVIK 1 (PL 1 x7 15.91 - Auto 0.1073 Reinforcement) 16.16 L33 32 IVIK 2(PL 1x7 15.91 - Auto 0.1073 Reinforcement) 16.16 L33 33 IVIK 2(PL Ix7 15-91 - Auto 0.10731 Reinforcement) 16.16 L34 22 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L34 23 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L34 24 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 2805 70026, Order 708220, Revision I Page 44 Tower Attachment Description Attachment I Ratio Effective Section Record No. Segment Calculatio, Width Elev. n Ratio Method 11-31 28 M P,3-08 Channel Auto 0,2039 Reinforcement 15.91 L34 29 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L34 31 MK 1 (PL 1K7 14.00- Auto 0,0982 Reinforcement) 15.91 L34 32 IVIK 2(PL 1 x7 14.00- Auto 0.0982 Reinforcement) 15.91 L34 33 MK 2(PL 1x7 14.00- Auto 0.0982 Reinforcement) 15.91 L35 22 MP3-08 Channel 13.75- Auto 0.2550 Reinforcement 14.00 L35 23 MP3-08 Channel 13.75- Auto 0.2550 Reinforcement 14.00 L35 24 MP3-08 Channel 13.75- Auto 0.2550 Reinforcement 14.00 L35 28 MP3-08 Channel 13.75- Auto 0.2550 Reinforcement 14.00 L35 29 MP3-08 Channel 13.75- Auto 0.2550 Reinforcement 14.00 L35 31 MK 1 (PL 1 x7, 13.75- Auto 0.1560 Reinforcement), 14.00 L35 32 MK 2(PL Ix7 13.75- Auto 0.1560 Reinforcement) 14.00 L35 33 IVIK 2(PL 1 7 13.75- Auto 0.156() Reinforcement) 14.00 L36 22 MP3-08 Channel 12.92- Auto 0,2509 Reinforcement 13.75 L36 23 MP3-08 Channel 12.92- Auto 0.2509 Reinforcement 13.75 L36 24 MP3-08 Channel 12.92- Auto 0.2509 Relnfo.,cement 13.75 L36 28 MP3-08 Channel 12-92- Auto 0,2509 ReInforcer-nent 13.75 L36 29 MP3-08 Channel 12.92- Auto 0,2509 Reinforcement 13.75 L36 31 MK 1 (PL 1 x7 12.92- Auto 0.151-d Reinforcement) 13.75 1 L36 32 MK 2(PL 1 x7 12.92- Auto 0.1514 Reinforcement) 13.75 1 L36 33 MK 2(PL 1x7 12.92- Auto 0.1514 Reinforcement) 13.75 L37 221 MP3-08 Channel 12.67- Auto 0.2553 Reinforcement 12.92 L37 23 MP3-08 Channel 12.67- Auto 0,2553 Reinforcement 12.92 L37 24 MP3-08 Channel 12.67- Auto 0.2553 Reinforcement 12.92 L37 28 MP3-08 Channel 12.67- Auto 0.2553 Reinforcement 12.92 L37 29 MP3-08 Channel 12.67- Auto 0.2553 Reinforcement 12.92 L37 31 IVIK 1 (PL 1x7 12.67- Auto 0.1564 Reinforcement) 12.92 L37 32 IVIK 2(PL 1x7 12.67- Auto 0.1564 Reinforcement) 12.92 L37 33 MK 2(PL 1x7 12.67- Auto 0.1564 Reinforcement) 12.92 L38 22 MP3-08 Channel 8.75-12.67 Auto 0.2312 Reinforcement L38 23 MP3-08 Channel 8.75-12.67 Auto 0.2312 Reinforcement L38 24 MP3-08 Channel 8.75-12-67 Auto 0.2312 Reinforcement L38 28 MP3-08 Channel 8.75-12.67 Auto 0.2312 Reinforcement L38 29 MP3-08 Channel 8.75-12.67 Auto 0.2312 Reinforcement tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 45 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L38 31 IVIK 1 TL Ix7 8.75- 12.67 Auto 0.1291 Reinforcement) L38 32 MK 2(PL 1 x7 8.75-12.67 Auto 0.1291 Reinforcement) L38 33 MK 2(PL 1 x7 8.75-12.67 Auto 0.1291 Reinforcoment) L39 22 MP3-08 Channel 8.50-8.75 Auto 0.1691 Reinforcement L39 23 MP3-08 Channel 8.50-8.75 Auto 0.1691 Reinforcement L39 24 MP3-08 Channel 8.50-8.75 Auto 0.1691 Reinforcement L39 28 MP3-08 Channel 8.50-8.75 Auto 0.1691 Reinforcement L39 29 MP3-08 Channel 8.50-8.75 Auto 0.1691 Reinforcement L39 31 MK 1 (PL 1x7 8,50-8.75 Auto 0.0587 Reinforcement) L39 32 MK 2(PL 1x7 8.50-8.75 Auto U587 Reinforcement) L39 33 MK 2(PL Ix7 8.50-8.75 Auto 0.0587 Reinforcement) L40 22 MP3-08 Channel 8.25-8-50 Auto 0.1630 Reinforcement L40 23 MP3-08 Channel 8.25-8.50 Auto 0.1630 Reinforcement L40 24 MP3-08 Channel 8.25-8.50 Auto 0.1630 Reinforcement L40 28 MP3-08 Channel 8.25-8.50 Auto 0.1630 Reinforcement L40 29 MP3-08 Channel 8.25-8.50 Auto 0.1630 Reinforcement L40 31 MK I (PL 1 x7 8.25-8-50 Auto 0.0518 Reinforcement) L40 32 MK 2(PL 1x7 8.25-8.50 Auto 0.0518 Reinforcement)� L40 33 MK 2(PL Ix7 8.25-8.50 Auto 0.0518 Reinforcement) L41 22 MP3-08 Channel 8.00-8.25 Auto 0.1527 Reinforcement L41 23 MP3-08 Channel 8.00-8.25 Auto 0.1527 Reinforcement L41 24 MP3-08 Channel 8,00-8.25 Auto 0.1527 Reinforcement L41 28 MP3-08 Channel 8.00-8.25 Auto 0.1527 Reinforcement L41 29 MP3-08 Channel 8.00-8.25 Auto 0.1527 Reinforcement L41 31 MK 1 (PL 1x7 8.00-8.25 Auto 0,0401 Reinforcernent)' L41 32 IVIK 2(PL 1x7 8.00-8.25 Auto 0.0401 Reinforcement) L41 33 IVIK 2(PL Ix7 8.00-8.25 Auto 0.0401 Reinforcement) L42 22 MP3-08 Channel 6.00-8.00 Auto 0.1400 Reinforcement L42 23 MP3-08 Channel 6.00-8-00 Auto 0.1400 Reinforcerneril L42 24 MP3-08 Channel 6.00-8.00 Auto 0.1400 ReInfofcement L42 28 MP3-08 Channel 6.00-8.00 Auto 0.1400 Reinforcement L42 29 MP3-08 Channel 6.00-8-00 Auto 0.1400 Reinforcemeni L42 31 IVIK 1 (PL 1x7 6.00-8.00 Auto 0.0258 Reinforcement) L42 32 IVIK 2(PL 1x7 6.00-8.00 Auto 0.0258 Reinforcement) tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 46 FT6r Attachment Description Attachment Ratio Effective n Record No. Segment Calculatio Width Elev. n Ratio Method L,42 33 MK 2(PL 1 x7 6.00-8.00 Auto 0.0258 Reinforcement) L43 22 MP3-08 Channel 5.75-6.00 Auto 0.1316 Reinforcement L43 23 MP3-08 Channel 5.75-6.00 Auto 0.1316 Reinforcement L43 24 MP3-08 Channel 5.75-6.00 Auto 0.1316 Reinforcement L43 28 MP3-08 Channel 5.75-6.00 Auto 0.1316 Reinforcement L43 29 MP3-08 Channel 5.75-6.00 Auto 0.1316 Reinforcement L43 31 MK 1 (PL 1 x7 5.75-6.00 Auto 0.0162 Reinforcement) L43 32 MK 2(PL 1 x7 5.75-6.00 Auto 0.0162 Reinforcement) L43 33 MK 2(PL 1x7 5.75-&00 Auto 0.0162 Reinforcement) L44 22 MP3-08 Channel 5.54-5.75 Auto 0.2101 Reinforcement L44 23 MP3-08 Channel 5.54-5.75 Auto 0.2101 Reinforcement L44 24 MP3-08 Channel 5.54-5.75 Auto 0.2101 Reinforcement L44 28 MP3-08 Channel 5.54-5.75 Auto 0.2101 Reinforcement L44 29 MP3-08 Channel 5.54-5.75 Auto 0.2101 Reinforcement L44 31 M K 1 (PL 1 x7 5.54-5.75 Auto 0.1052 Reinforcement) L44 32 M K 2(PL 1 x7 5.54-5.75 Auto 0.1052 Reinforcement) L44 33 MK 2(PL 1 7 5.54-5.75 Auto 0.1052 Reinforcement) L45 22 MP3-08 Channel 5.29-5.54 Auto 0.0690 Reinforcement L45 23 MP3-08 Channel 5.29-5.54 Auto 0.0690 Reinforcement L45 24 MP3-08 Channel 5.29-5.54 Auto 0.060 Reinforcement L45 28 MP3-08 Channel 5.29-5.54 Auto 0.0690 Reinforcement L45 29 MP3-08 Channel 5.29-5.54 Auto 0.0690 Reinforcement L45 31 MK 1 (PL 1 x7 5.29-5.54 Auto 0.0000 Reinforcement) L45 32 MK 2(PL 10 5.29-5.54 Auto 0.0000 Reinforcement) L45 33 MK 2(PL 1 7 5.29-5,54 Auto 0.0000 Reinforcement) L46 22 MP3-08 Channel 5.04-5.29 Auto 0.2657 Reinforcement L46 23 MP3-08 Channel 5.04-5.29 Auto 0.2657 Reinforcement. L46 24 MP3-08 Channel 5.04-5.29 Auto 0.2657 Reinforcement L46 28 MP3-08 Channel 5.04-5.29 Auto 0.2657 Reinforcement L46 29 MP3-08 Channel 5.04-5.29 Auto 0.2657 Reinforcement L46 31 M K 1 (PL 1 x7 5.04-5.29 Auto 0.1681 Reinforcement) L46 32 M K 2(PL 1 7 5.04-5.29 Auto 0.1681 Reinforcement) L46 33 M K 2(PL U7 5.04-5.29 Auto 0.1681 Reinforcement) L47 22 MP3-08 Channel 4.42-5.04 Auto 0.2540 Reinforcement tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 47 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L4 7 23 MP3-08 Channel 4.42-5.04 Auto 0-2540 Reinforcement L47 24 MP3-08 Channel 4.42-5.04 Auto 0,25-40 ReInforcernen( L47 28 MP3-08 Channel 4.42-5.04 Auto 0.2540 Reinforcement L47 29 MP3-08 Channel 5.02-5.04 Auto 0.2562 Reinforcement L47 31 IVIK 1 (PL 1x7 4.42-5.04 Auto 0.1548 Reinforcement) L47 32 MK 2(PL Ix7 4.42-5.04 Auto 0.1548 Reinforcement) L47 33 IVIK 2(PL 1x7 4.42-5.04 Auto 0.1548 Reinforcement) L48 22 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L48 23 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L48 24 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L48 28 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement� L48 31 MK 1 (PL 1 x7 4.17-4.42 Auto 0.0554 Reinforcement) L48 32 IVIK 2(PL 1x7 4.17-4.42 Auto 0.0554 Reinforcement) L48 33 MK 2(PL 1x7 4.17-4.42 Auto 0.0554 Reinforcement) L49 22 IVIP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L49 23 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L49 24 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L49 28 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L49 31 IVIK 1 (PL 1 x7 4.00-4.17 Auto 0.0536 Reinforcement) L49 32 IVIK 2(PL 1 x7 4.00-4.17 Auto 0,0536 Reinforcement) L49 33 IVIK 2(PL 1 x7 4.00-4.17 Auto, 0.0536 Reinforcement) L50 22 MP3-08 Channel 3.75-4.00 Auto 0.1631 Reinforcement L50 23 MP3-08 Channel 3.75-4.00 Auto 0.1631 Reinforcement L50 24 MP3-08 Channel 3.75-4.00 Auto 0,1631 Reinforcement L50 28 MP3-08 Channel 3.75-4-00 Auto 0.1631 Re I n force m en t L50 31 IVIK 1 (PL 1 x7 3.75-4.00 Auto 0.0510- Reinforcement) L50 32 MK 2(PL 1x7 3.75-4-00 Auto 0.0519 Reinforcement) L50 33 MK 2(PL 1 x7 3.75-4.00 Auto 0.0519 Reinforcement) L51 2'2 MP3-08 Channel 0.00-3 7 Auto 0.1818 Reinforcement L51 23 MP3-08 Channel 0.00-3. Auto 0.1818 Reinforc.-ment L51 24 MP3-08 Channel 0.00-3.75 Auto 0.1818 Relnfofcernent L51 28 MP3-08 Channel 1.88-3-7:-i Auto 0.1889 Reinforcement L51 31 IVIK 1 (PL 1 x7 0.00-3.� Auto 0.0731 Reinforcement) L51 32 VIK 2(PL 1x7 0.00-3.75 Auto 0.0731 Reinforcement)l tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/Btu No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 48 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev, n Ratio Method L51 33 MK 2(PL 1X7 0.00-3.75 Auto 0.0731 Reinforcement)l Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hon Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft 2 K ft 5 ft DB809KE-XC A From Leg 6.00 0.0000 106.00 No Ice 3.67 3.67 0.03 0.00 1/2 If 4.93 4.93 0.05 9.00 Ice 6.21 6.21 0.09 1"Ice DS7A08F36U-N C From Leg 6.00 0.0000 106.00 No Ice 3.27 3.27 0.03 0.00 1/2" 4.39 4.39 0.05 6.00 Ice 5.53 5.53 0.08 1"Ice CP00732 A From Leg 6.00 0.0000 106.00 No Ice 0.32 0.32 0.01 0.00 1/211 0.40 0.40 0.01 0.00 Ice 0.48 0.48 0.02 1 it Ice 4'x 2"Pipe Mount A From Leg 6.00 0.0000 106.00 No Ice 0,79 0.79 0-03 0.00 1/210 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice 4'x 2"Pipe Mount C From Leg 6.00 0.0000 106-00 No Ice 0.79 0.79 0.03 0.00 1/201 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1 It Ice Side Arm Mount[SO 702- A From Leg 3.00 0.0000 106-00 No Ice 0.62 1.49 0.03 1] 0.00 1/211 0.74 2.07 0.04 0.00 Ice 0.89 2.54 0.06 1"Ice Side Arm Mount[SO 702- C From Leg 3.00 0.0000 106.00 No Ice 0.62 1.49 0.03 1] 0.00 1/201 0.74 2.07 0.04 0.00 Ice 0.89 2.54 0.06 1 it Ice 3'x 2"Pipe Mount A From Leg 4.00 0.0000 100.00 No Ice 0.58 0.58 0.01 0.00 1/2" 0.77 0.77 0.02 0.00 Ice 0.97 0.97 0.02 1"Ice Tx 2"Pipe Mount B From Leg 4.00 0.0000 100.00 No Ice 0.58 0.58 0.01 0.00 1/2 to 0.77 0.77 0.02 0.00 Ice 0.97 0.97 0.02 1"Ice 3'x 2"Pipe Mount C From Leg 4.00 0.0000 100.00 No Ice 0.58 0.58 0.01 0.00 1/2" 0.77 0.77 0.02 0.00 Ice 0.97 0.97 0.02 1"Ice Platform Mount[LP 303- C None 0.0000 100.00 No Ice 28.31 28.31 1.77 1-KCKR-HR-1] 1/2 91 35.69 35.69 2.30 Ice 43.11 43.11 2.94 1"Ice MT6413-77A w/Mount A From Leg 4.00 0.0000 100.00 No Ice 3.91 2.05 0.07 Pipe 0.00 1/201 4.28 2.36 0.10 3.00 Ice 4.68 2.69 0.14 1"Ice MT6413-77A w/Mount B From Leg 4.00 0.0000 100.00 No Ice 3.91 2.05 0.07 Pipe 0.00 1/2 to 4.28 2.36 0.10 3.00 Ice 4.68 2.69 0.14 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 49 Description Face Offset Offsets: Azimuth Placement CAAA CAA, Weight or Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ft 1 Ice MT6413-77A w/Mount C From Leg 4.00 0.0000 100.00 No Ice 3.91 2.05 0.07 Pipe 0.00 1/2f$ 4.28 2.36 0.10 3.00 Ice 4.68 2.69 0.14 1"Ice (2)NHH-65A-R2B w/ A From Leg 4.00 0.0000 100.00 No Ice 3.04 2.45 0.07 Mount Pipe 0.00 1/211 3.34 2.75 0.12 3.00 Ice 3.65 3.05 0.18 1"Ice (2)NHH-65A-R2B w/ B From Leg 4.00 0.0000 100.00 No Ice 3.04 2.45 0.07 Mount Pipe 0.00 1/2ff 3.34 2.75 0.12 3.00 Ice 3.65 3.05 0.18 1"Ice (2)NHH-65A-R2B w/ C From Leg 4.00 0.0000 100.00 No Ice 3.04 2.45 0.07 Mount Pipe 0.00 1/211 3.34 2.75 0.12 3.00 Ice 3.65 3.05 0.18 V Ice R0440CC w/Mount Pipe A From Leg 4.00 0.0000 100.00 No Ice 1.04 0.52 0.01 0.00 1/2" 1.23 0.73 0.02 3.00 Ice 1.42 0.95 0.03 1"Ice R0440CC w/Mount Pipe B From Leg 4.00 0.0000 100.00 No Ice 1.04 0.52 0.01 0.00 1/211 1.23 0.73 0.02 3.00 Ice 1.42 0.95 0.03 1"Ice R0440CC w/Mount Pipe C From Leg 4.00 0.0000 100.00 No Ice 1.04 0.52 0.01 0.00 11211 1.23 0.73 0.02 3,00 Ice 1.42 0.95 0.03 1"Ice RF4461 D-1 3A A From Leg 4.00 0.0000 100.00 No Ice 1.87 1.28 0.08 0.00 1/211 2.03 1.42 0.10 3.00 Ice 2.21 1.57 0.12 1"Ice RF4461 D-1 3A B From Leg 4.00 0.0000 100.00 No Ice 1.87 1.28 0.08 0.00 1/2fl 2.03 1.42 0.10 3.00 Ice 2.21 1.57 0.12 1"Ice RF4461 D-1 3A C From Leg 4.00 0.0000 100.00 No Ice 1.87 1.28 0.08 0.00 1/211 2.03 1.42 0.10 3.00 Ice 2.21 1.57 0.12 1"Ice RT4423-48A/B A From Leg 4.00 0.0000 100.00 No Ice 0.86 0.36 0.02 0.00 1/2" 0.97 0.45 0.02 3.00 Ice 1.10 0.54 0.03 1"Ice RT4423-48A/B B From Leg 4.00 0.0000 100.00 No Ice 0.86 0.36 0.02 0.00 1/211 0.97 0.45 0.02 3.00 Ice 1.10 0.54 0.03 1 Of Ice RT4423-48A/B C From Leg 4.00 0.0000 100.00 No Ice 0.86 0.36 0.02 0.00 1/2" 0.97 0.45 0.02 3.00 Ice 1.10 0.54 0.03 1"Ice RF4801 d-25A A From Leg 4.00 0.0000 100.00 No Ice 3.14 1.33 0.09 0.00 112" 3.36 1.49 0.11 3.00 Ice 3.59 1.66 0.14 1"Ice RF4801 d-25A B From Leg 4.00 0.0000 100.00 No Ice 3.14 1.33 0.09 0.00 1/2" 3.36 1.49 0.11 3.00 Ice 3.59 1.66 0.14 1"Ice RF4801 d-25A C From Leg 4.00 0.0000 100.00 No Ice 3.14 1.33 0.09 0.00 1/211 3.36 1.49 0.11 3.00 Ice 3.59 1.66 0.14 1"Ice tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 50 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft 0 RCMDC-6627-PF-48 A From Leg 4.00 0.0000 101)-00 Na)Ice 4-06 3.10 0.03 0.00 1/291 4.32 3.34 0.07 3.00 Ice 4.58 3.58 0.11 1"Ice RCMDC-6627-PF-48 B From Leg 4.00 0.0000 100.00 No Ice 4.06 3.10 0.03 0.00 1/211 4.32 3.34 0.07 3.00 Ice 4.58 3.58 0.11 1"Ice RCMDC-6627-PF-48 C From Leg 4.00 0.0000 100.00 No Ice 4.06 3.10 0.03 0.00 1/211 4.32 3.34 0.07 3.00 Ice 4.58 3.58 0.11 1"Ice AIR 6419 A From Leg 4.00 0.0000 93.00 No Ice 5.79 2.97 0.10 B41 TMO CCIV2 w/ 0.00 1/2tv 6.24 3.34 0.14 Mount Pipe 0.00 Ice 6.71 3.73 0.19 1"Ice AIR 6419 B From Leg 4.00 0.0000 93.00 No Ice 5.79 2.97 0.10 B41 TMO CCIV2 w/ 0.00 11211 6.24 3.34 0.14 Mount Pipe 0.00 Ice 6.71 3.73 0.19 1"Ice AIR 6419 C From Leg 4.00 0.0000 93.00 No Ice 5.79 2.97 0.10 B41 TMO CCIV2 w/ 0.00 1/211 6.24 3.34 0.14 Mount Pipe 0.00 Ice 6.71 3.73 0.19 1"Ice VV-65B-RI TMO w/ A From Leg 4.00 0.0000 93.00 No Ice 5.82 3.48 0.07 Mount Pipe 0.00 1/210 6.37 4.00 0.12 -1.00 Ice 6.94 4.54 0.19 1"Ice VV-65B-R1_TMO w/ B, From Leg 4.00 0.0000 93.00 No Ice 5,82 3.48 0.07 Mount Pipe 0.00 1/2t# 6.37 4.00 0.12 -1.00 Ice 6-94 4.54 0.19 1"Ice VV-65B-R1_TMO w/ C From Leg 4.00 0.0000 93.00 No Ice 5.82 3.48 0.07 Mount Pipe 0.00 1/210 6,37 4.00 0.12 -1.00 Ice 6-94 4.54 0.19 1"Ice APXVAARR24-43-U-NA20 A From Leg 4.00 0.0000 93.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 0.00 1/211 15.46 7.55 0.31 -1.00 Ice 16.23 8.25 0.46 1"Ice APXVAARR24.-43-U-NA20 B From Leg 4.00 0.0000 93.00 No ice 14.69 6.87 0.19 w/Mount Pipe 0.00 1/211 15.46 7.55 0.31 -1.00 Ice 16.23 8.25 0.46 1"Ice APXVAARR24-43-U-NA20 C From Leg 4.00 0.0000 93.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 0.00 1/219 15.46 7.55 0.31 -1.00 Ice 16.23 8.25 0.46 1"Ice RADIO 4449 B71 B85A-T- A From Leg 4.00 0.0000 93.00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/21t 2.15 1.75 0.09 1.00 Ice 2.33 1.92 0.12 1"Ice RADIO 4449 B71 B85A-T- B From Leg 4.00 0.0000 93.00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/211 2.15 1.75 0.09 1.00 Ice 2.33 1.92 0.12 1"Ice RADIO 4449 B71 B85A.,-,T- C From Leg 4.00 0.0000 93-00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/201 2.15 1.75 0.09 1.00 Ice 2.33 1.92 0.12 lot Ice RADIO 4460 B2/B25 A From Leg 4.00 0.0000 93.00 No Ice 2.59 2.00 0.11 B66 20210820 TMO 0.00 1/29' 2.79 2.18 0.13 0.00 Ice 3.00 2.37 0.16 1"Ice tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 51 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 RADIO 4460 B2/B25 B From Leg 4.00 0.0000 93.00 No Ice 2.59 2.00 0.11 B6620210820TMO 0.00 1/211 2.79 2.18 0.13 0.00 Ice 3.00 2.37 0.16 1"Ice RADIO 4460 132/1325 C From Leg 4.00 0.0000 93.00 No Ice 2.59 2.00 0.11 136620210820TIVIO 0.00 1/211 2.79 2.18 0.13 0.00 Ice 3.00 2.37 0.16 1"Ice 8'x 2"Mount Pipe A From Leg 4.00 0.0000 93.00 No Ice 1.90 1.90 0.03 0.00 1/211 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe B From Leg 4.00 0.0000 93.00 No Ice 1.90 1.90 0.03 0.00 1/291 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe C From Leg 4.00 0.0000 93.00 No Ice 1.90 1.90 0.03 0.00 1/201 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice Platform Mount[LP 303- C None 0.0000 93.00 No Ice 28.31 28.31 1.77 I-KCKR-HR-1] 1/291 35.69 35.69 2.30 Ice 43.11 43.11 2.94 1"Ice (4)DB845N65ZAXT wl A From Leg 4.00 0.0000 79.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/211 5.64 6.21 0.10 1.00 Ice 6.24 6.83 0.17 1"Ice (4)DB845N65ZAXT w/ B From Leg 4.00 0.0000 79.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/211 5.64 6.21 0.10 1.00 Ice 6.24 6.83 0.17 1"Ice (4)DB845N65ZAXT w/ C From Leg 4.00 0.0000 79.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/211 5.64 6.21 0.10 1.00 Ice 6.24 6.83 0.17 1"Ice Platform Mount[LP 305-1] C None 0.0000 79.00 No Ice 18.04 18.04 1.12 1/2to 22.04 22.04 1.47 Ice 26.06 26.06 1.88 1" Ice NNHH-65A-R4 w/Mount A From Leg 4.00 0.0000 69.00 No Ice 5.66 3.05 0.09 Pipe 0.00 1/211 6.04 3.39 0.15 1.00 Ice 6.44 3.74 0.23 1"Ice NNHH-65A-R4 w/Mount B From Leg 4.00 0.0000 69.00 No Ice 5.66 3.05 0.09 Pipe 0.00 1/211 6.04 3.39 0.15 1.00 Ice 6.44 3.74 0.23 1"Ice NNHH-65A-R4 wl Mount C From Leg 4.00 0.0000 69.00 No Ice 5.66 3.05 0.09 Pipe 0.00 1/2 to 6.04 3.39 0.15 1.00 Ice 6.44 3.74 0.23 1" Ice DC6-48-60-18-8F07071 0 A From Leg 4.00 0.0000 69-00 No Ice 2.20 1.81 0.02 0.00 1/211 2.40 1.99 0.04 4.00 Ice 2.60 2.18 0.06 1"Ice DC6-48-60-18-8F07071 0 B From Leg 4.00 0.0000 69.00 No Ice 2.20 1.81 0.02 0.00 1/2 of 2.40 1.99 0.04 2.00 Ice 2.60 2.18 0.06 1" Ice (2)4x 2"Pipe Mount A From Leg 4.00 0.0000 69.00 No Ice 0.79 0.79 0.03 0.00 1/211 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 52 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft 2 K ft ft 1"Ice (2)4'x 2"Pipe Mount B From Leg 4.00 0.0000 69.00 No Ice 0.79 0.79 0.03 0.00 1/2 it 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice (2)4'x 2"Pipe Mount C From Leg 4.00 0.0000 69.00 No Ice 0.79 0.79 0.03 0.00 1/211 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice T-Arm Mount[TA 602-3] C None 0.0000 69.00 No Ice 13.40 13.40 077 1/211 16.44 16.44 1.00 Ice 19.70 19.70 1.29 1"Ice NNH4-65A-R6H4 w/Mount A From Leg 4.00 0.0000 69.00 No Ice 6.04 3.25 0.11 Pipe 0.00 1/2VI 6.45 3.61 0.18 1.00 Ice 6.87 3.98 0.26 1"Ice NNH4-65A-R6H4 w/Mount B From Leg 4.00 0.0000 69.00 No Ice 6.04 3.25 0.11 Pipe 0.00 1/2to 6.45 3.61 0.18 1.00 Ice 6.87 3.98 0.26 1"Ice NNH4-65A-R6H4 w/Mount C From Leg 4.00 0.0000 69.00 No Ice 6.04 3.25 0.11 Pipe 0.00 11200 6.45 3.61 0.18 1.00 Ice 6.87 3.98 0.26 1"Ice AIR 6472 B77G A From Leg 4.00 0.0000 69.00 No Ice 5.00 3.31 0.08 B77M20240625 w/Mount 0.00 1/209 5.35 3.80 0.13 Pipe 2.00 Ice 5.71 4.30 0.17 1"Ice AIR 6472 B77G B From Leg 4.00 0.0000 69.00 No Ice 5.00 3.31 0.08 B77M20240625 w/Mount 0.00 1 12to 5.35 3.80 0.13 Pipe 2.00 Ice 5.71 4.30 0.17 1"Ice AIR 6472 B77G C From Leg 4.00 0.0000 69.00 No Ice 5.00 3.31 0.08 B77M20240625 w/Mount 0.00 1/210 5.35 3.80 0.13 Pipe 2.00 Ice 5.71 4.30 0.17 1"Ice 4490 B5/13 12 A From Leg 4.00 0.0000 69.00 No Ice 2.20 0.85 0.02 0.00 1/211 2.39 0.98 0.04 1.00 Ice 2.58 1.11 0.06 1"Ice 4490 B5/1312 B From Leg 4.00 0.0000 69.00 No Ice 2.20 0.85 0.02 0.00 1/2 11 2.39 0.98 0.04 1.00 Ice 2.58 1.11 0.06 1"Ice 4490 B5/B 12 C From Leg 4.00 0.0000 69.00 No Ice 2.20 0.85 0.02 0.00 1/214 2.39 0.98 0.04 1.00 Ice 2.58 1.11 0.06 1"Ice 4890 B25 B66 A From Leg 4.00 0.0000 69.00 No Ice 2.20 1.01 0.07 0.00 1/210 2.39 1.15 0.09 1.00 Ice 2.58 1.30 0.11 1"Ice 4890 B25 B66 B From Leg 4.00 0.0000 69.00 No Ice 2.20 1.01 0.07 0.00 1/211 2.39 1.15 0.09 1.00 Ice 2.58 1.30 0.11 1"Ice 4890 B25 B66 C From Leg 4.00 0.0000 69.00 No Ice 2.20 1.01 0.07 0.00 1/219 2.39 1.15 0.09 1.00 Ice 2.58 1.30 0.11 1"Ice RADIO 4494 44B14 20B29 A From Leg 4.00 0.0000 69.00 No Ice 2.20 0.84 0.06 0.00 1/2$1 2.39 0.97 0.07 1.00 Ice 2.58 1.10 0.09 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 53 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Ve rt ft fl ft2 ft2 K ft ft 1"Ice RADIO 4494 441314 20B29 B From Leg 4.00 0.0000 69.00 No Ice 2.20 0.84 0.06 0.00 1/2 10 2.39 0.97 0.07 1.00 Ice 2.58 1,10 0.09 1"Ice RADIO 4494 441314 20B29 C From Leg 4.00 0.0000 69.00 No Ice 2.20 0.84 0.06 0.00 1/2 if 2.39 0.97 0.07 1.00 Ice 2.58 1.10 0.09 1" Ice Reinforcement Kit[#PRK- A From Leg 4.00 0.0000 69.00 No Ice 6.32 4.85 0.09 SFS-L) 0.00 1/2 11 7.79 6.36 0.14 0.00 Ice 9.36 7.94 0.20 1" Ice Reinforcement Kit[#PRK- B From Leg 4.00 0.0000 69.00 No Ice 6.32 4.85 0.09 SFS-L) 0.00 1/2 to 7.79 6.36 0.14 0.00 Ice 9.36 7.94 0.20 1"Ice Reinforcement Kit[#PRK- C From Leg 4.00 0,0000 69.00 No Ice 6.32 4.85 0.09 SFS-L) 0.00 1/2 if 7,79 6.36 0.14 0.00 Ice 9.36 7.94 0.20 1"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 It 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1" 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 11 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1" 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 11 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1" 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 11 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1"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 to 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1"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 19 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1 Ice Load Combinations Comb. Description No- 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 54 Comb. Description No, 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+11.0 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. T Axial Major Axis Minor Axis n ft Type Load Moment Moment No. conit). K kip-ft kip-ft Ll 108.5- Pole Max Tension 45 0.00 -0.00 0.00 103.5 Max. Compression 26 -0.83 0.98 0.70 Max. Mx 20 -0.45 5.26 0.32 Max.My 2 -0.45 0.45 5.05 Max.Vy 8 0.79 -4.25 0.22 Max.Vx 2 -0.76 0.45 5.05 Max.Torque 17 -1.77 L2 103.5- Pole Max Tension 1 0.00 0.00 0.00 100.5 Max.Compression 26 -1.09 0.99 0.68 Max.Mx 20 -0.63 7.78 0.38 Max. My 2 -0.63 0.51 7.50 Max.Vy 8 0.89 -6.76 0.16 Max.Vx 4 -0.91 -3.35 6.76 Max.Torque 17 -1.77 L3 100.5- 100 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -1.14 1.00 0.68 Max.Mx 20 -0.66 8.23 0.39 Max.My 2 -0.66 0.52 7.95 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 55 Sectid Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-fl k-)-ff Max.VV 8 0.92 -7.21 0.15 Max.Vx 4 -0.95 -3.62 7.23 Max.Torque 17 -1.74 L4 100-95 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -7.79 1.03 0.66 Max.Mx 20 -4.33 39.98 0.51 Max.My 2 -4.31 0.65 39.63 Max.Vy 8 5.22 -38.96 0.06 Max.Vx 2 -5.21 0.65 39.63 Max.Torque 17 -1.73 L5 95-90 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -15.23 1.06 0.64 Max.Mx 20 -8.43 79.87 0.62 Max.My 2 -8.40 0.78 79.51 Max.Vy 8 10.44 -78.88 -0.03 Max.Vx 2 -10.44 0.78 79.51 Max.Torque 17 -1.67 L6 90-85 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -15.75 1.10 0.61 Max.Mx 20 -8.82 132.82 0.73 Max. My 2 -8.79 0.91 132.48 Max.Vy 8 10.76 -131.85 -0.13 Max.Vx 2 -10.76 0.91 132.48 Max.Torque 7 1.64 L7 85-82.08 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -16.13 1.13 0.58 Max.Mx 20 -9.06 164.48 0.80 Max.My 2 -9.01 0.98 164.41 Max.Vy 8 11.02 -163.62 -0.18 Max.Vx 2 -11.13 0.98 164.41 Max.Torque 7 1.64 L8 82.08- Pole Max Tension 1 0.00 0.00 0.00 81.83 Max.Compression 26 -16.19 1.14 0.58 Max.Mx 20 -9.12 167.22 0.80 Max.My 2 -9.07 0.99 167.20 Max.Vy 8 11.04 -166.38 -0.19 Max.Vx 2 -11.16 0.99 167.20 Max.Torque 7 1.64 L9 81.83- Pole Max Tension 1 0.00 0.00 0.00 76.83 Max.Compression 26 -22.79 1.19 0.53 Max.Mx 20 -13.08 234.02 0.91 Max.My 2 -13.00 1.11 235.77 Max.Vy 8 15.79 -233.87 -0.29 Max.Vx 2 -16.10 1,11 235.77 Max.Torque 7 1.64 L10 76.83- Pole Max Tension 1 0.00 0.00 0.00 70.42 Max.Compression 26 -23.56 1.23 0.49 Max.Mx 8 -13.64 -285.71 -0.35 Max.My 2 -13.58 1.19 288.83 Max.Vy 8 16.13 -285.71 -0.35 Max.Vx 2 -16.56 1.19 288.83 Max.Torque 7 1.64 1-11 70.42- Pole Max Tension 1 0.00 0.00 0.00 68.58 Max.Compression 26 -32.17 1.03 0.59 Max.Mx 8 -19.20 -373.46 -0.42 Max.My 2 -19.13 1.25 379.24 Max.Vy 8 21.21 -373.46 -0.42 Max.Vx 2 -21.85 1.25 379.24 Max.Torque 7 1.64 L12 68.58- Pole Max Tension 1 0.00 0.00 0.00 63-58 Max. Compression 26 -33.58 1.10 0.53 Max.Mx 8 -20.37 -480.75 -0.55 Max.My 2 -20.28 1.41 490.20 Max.Vy 8 21.73 -480-75 -0.55 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 56 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max.Vx 2 -22.56 1.41 490.20 Max.Torque 7 1.64 L13 63,58- Pole Max Tension 1 0.00 0.00 0.00 58.58 Max.Compression 26 -35.29 1.29 0.41 Max. Mx 8 -21.77 -590.67 -0.73 Max. My 2 -21.69 1.66 604.74 Max.Vy 8 22.30 -590.67 -0.73 Max.Vx 2 -23.29 1.66 604.74 Max.Torque 7 1.64 L14 58.58- Pole Max Tension 1 0.00 0.00 0.00 53.58 Max.Compression 26 -37.29 1.58 0.25 Max. Mx 8 -23.41 -703.38 -0.94 Max. My 2 -23.32 2.01 722.91 Max.Vy 8 22.89 -703.38 -0.94 Max.Vx 2 -24.03 2.01 722.91 Max.Torque 7 1.64 L15 53.58- Pole Max Tension 1 0.00 0.00 0.00 48.58 Max.Compression 26 -39.31 1.89 0.07 Max.Mx 8 -25.08 -818.97 -1.17 Max. My 2 -24.99 2.36 844.75 Max.Vy 8 23.46 -818.97 -1.17 Max.Vx 2 -24.76 2.36 844.75 Max.Torque 7 1.64 L16 48.58- Pole Max Tension 1 0.00 0.00 0.00 43.58 Max.Compression 26 -41.35 2,21 -0.11 Max.Mx 8 -26.78 -937.37 -1.39 Max.My 2 -26.70 2.72 970.18 Max.Vy 8 24.01 -937.37 -1.39 Max.Vx 2 -25.47 2.72 970.18 Max.Torque 7 1.64 L17 43.58- Pole Max Tension 1 0.00 0.00 0.00 38.58 Max. Compression 26 -43.41 2.54 -0.30 Max.Mx 8 -28.51 -1058.49 -1.62 Max.My 2 -28.44 3.09 1099.12 Max.Vy 8 24.55 -1058.49 -1.62 Max.Vx 2 -26.17 3.09 1099.12 Max.Torque 15 -1.70 L18 38.58- Pole Max Tension 1 0.00 0.00 0.00 33.94 Max.Compression 26 -43.62 2.57 -0.32 Max.Mx 8 -28.70 -1070.99 -1.65 Max.My 2 -28.62 3.12 1112.47 Max.Vy 8 24.59 -1070.99 -1.65 Max.Vx 2 -26.23 3.12 1112.47 Max.Torque 15 -1.70 L19 33.94- Pole Max Tension 1 0.00 0.00 0.00 32.94 Max.Compression 26 -46.77 2.90 -0.50 Max.Mx 8 -31-30 -1198.52 -1.87 Max.My 2 -31,22 3.47 1248.97 Max,Vy 8 25.18 -1198.52 -1.87 Max.Vx 2 -27.02 3.47 1248.97 Max.Torque 15 -1.78 L20 32.94-30 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -47.80 2.97 -0.56 Max.Mx 8 -32.13 -1272.80 -1.95 Max.My 2 -32.06 3.56 1328.91 Max.Vy 8 25.39 -1272.80 -1.95 Max.Vx 2 -27.40 3.56 1328.91 Max.Torque 15 -1-82 L21 30-29.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -47.90 2.98 -0.57 Max.Mx 8 -32.23 -1279.14 -1.96 Max.My 2 -32.16 3.57 1335.75 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 57 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 25.39 -1279.14 -1.96 Max.Vx 2 -27.41 3.57 1335.75 Max.Torque 15 -1.82 L22 29.75- Pole Max Tension 1 0.00 0.00 0.00 28.75 Max.Compression 26 -48.29 3.01 -0.59 Max.Mx 8 -32.53 -1304.56 -1.99 Max.My 2 -32.47 3.60 1363.23 Max.Vy 8 25.47 -1304.56 -1.99 Max.Vx 2 -27.55 3.60 1363.23 Max.Torque 15 -1.84 L23 28.75-28.5 Pole Max Tension 1 0.00 0.00 0.00 Max, Compression 26 -48.39 3.02 -0.60 Max.Mx 8 -32.62 -1310.93 -1.99 Max.My 2 -32.56 3.61 1370.12 Max.Vy 8 25.48 -1310.93 -1.99 Max.Vx 2 -27.57 3.61 1370.12 Max.Torque 15 -1.84 L24 28.5-28.25 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.50 3.03 -0.60 Max.Mx 8 -32.71 -1317.30 -2.00 Max.My 2 -32.65 3.62 1377.01 Max.Vy 8 25.50 -1317.30 -2.00 Max.Vx 2 -27.61 3.62 1377.01 Max.Torque 15 -1.84 L25 28.25-28 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.61 3.04 -0.61 Max.Mx 8 -32.81 -1323.68 -2.01 Max.My 2 -32.74 3.62 1383.92 Max.Vy 8 25.53 -1323.68 -2.01 Max.Vx 2 -27.64 3.62 1383.92 Max.Torque 15 -1.85 L26 28-27.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.73 3.04 -0.61 Max.Mx 8 -32.90 -1330.06 -2.02 Max.My 2 -32.84 3.63 1390.83 Max.Vy 8 25.56 -1330.06 -2.02 Max.Vx 2 -27.67 3.63 1390.83 Max.Torque 15 -1.85 L27 27.75-27.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.84 3.05 -0.62 Max.Mx 8 -32.99 -1336.45 -2.02 Max.My 2 -32.93 3.64 1397.75 Max.Vy 8 25.58 -1336.45 -2.02 Max.Vx 2 -27.71 3.64 1397.75 Max.Torque 15 -1.85 L28 27.5-26.83 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -49.14 3.07 -0.63 Max.Mx 8 -33.24 -1353.61 -2.04 Max.My 2 -33.18 3.66 1416.34 Max.Vy 8 25.66 -1353.61 -2.04 Max.Vx 2 -27.80 3.66 1416.34 Max.Torque 15 -1.86 L29 26.83- Pole Max Tension 1 0.00 0.00 0.00 26.58 Max. Compression 26 -49.26 3.08 -0.64 Max.Mx 8 -33.34 -1360.03 -2.05 Max.My 2 -33.28 3.67 1423.30 Max.Vy 8 25.68 -1360.03 -2-05 Max.Vx 2 -27-83 3.67 1423-30 Max.Torque 15 -1-87 L30 26.58- Pole Max Tension 1 0.00 0.00 0.00 21.58 Max.Compression 26 -51.55 3.21 -0.74 Max.Mx 8 -35.29 -1489.67 -2.18 Max.My 2 -35.24 3.82 1564.11 Max.Vy 8 26.20 -1489.67 -2.18 Max.Vx 2 -28-51 3.82 1564.11 Max.Torque 15 -1.94 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 58 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L31 21.58- Pole Max Tension 1 0.00 0.00 0.00 16.58 Max. Compression 26 -53.88 3.32 -0.80 Max. Mx 8 -37.27 -1621.53 -2.32 Max. My 2 -37.23 3.97 1708.18 Max.Vy 8 26.57 -1621.53 -2.32 Max.Vx 2 -29.15 3.97 1708.18 Max.Torque 15 -2.00 L32 16.58- Pole Max Tension 1 0.00 0.00 0.00 16.16 Max.Compression 26 -54.09 3.33 -0.81 Max.Mx 8 -37.45 -1632.69 -2.33 Max.My 2 -37.40 3.98 1720.42 Max,Vy 8 26.59 -1632.69 -2.33 Max.Vx 2 -29.19 3.98 1720.42 Max.Torque 15 -2.01 L33 16.16- Pole Max Tension 1 0.00 0.00 0.00 15.91 Max. Compression 26 -54.21 3.34 -0.81 Max.Mx 8 -37.55 -1639.33 -2.34 Max.My 2 -37.51 3.99 1727.72 Max.Vy 8 26.61 -1639.33 -2.34 Max.Vx 2 -29.22 3.99 1727.72 Max.Torque 15 -2.01 L34 15.91 -14 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.13 3.40 -0.84 Max.Mx 8 -38.30 -1690.27 -2.39 Max.My 2 -38.26 4.05 1783.75 Max.Vy 8 26.76 -1690.27 -2.39 Max.Vx 2 -29.48 4.05 1783.75 Max.Torque 15 -2.03 L35 14-13.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.26 3.41 -0.85 Max.Mx 8 -38.43 -1696.96 -2.40 Max.My 2 -38.39 4.05 1791.12 Max.Vy 8 26.77 -1696.96 -2.40 Max.Vx 2 -29.49 4.05 1791.12 Max.Torque 15 -2.03 L36 13.75- Pole Max Tension 1 0.00 0.00 0.00 12.92 Max. Compression 26 -55.70 3.44 -0.86 Max.Mx 8 -38.80 -1719.20 -2.42 Max.My 2 -38.77 4.08 1815.63 Max.Vy 8 26.86 -1719.20 -2.42 Max.Vx 2 -29.60 4.08 1815.63 Max.Torque 15 -2.04 L37 12.92- Pole Max Tension 1 0.00 0.00 0.00 12.67 Max,Compression 26 -55.85 3.44 -0.86 Max.Mx 8 -38.94 -1725.92 -2.43 Max.My 2 -38.91 4.08 1823.04 Max.Vy 8 26.87 -1725.92 -2.43 Max.Vx 2 -29.62 4.08 1823.04 Max.Torque 15 -2.05 L38 12.67-8.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -58.21 3.57 -0.92 Max.Mx 8 -40.98 -1832.01 -2-53 Max.My 2 -40.96 4.20 1939-91 Max.Vy 8 27.28 -1832.01 -2.53 Max.Vx 2 -30.03 4.20 1939.91 Max.Torque 15 -2.05 L39 8.75-8.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -58.36 3.58 -0.92 Max.Mx 8 -41.11 -1838.83 -2.54 Max.My 2 -41.09 4.21 1947.41 Max.Vy 8 27.29 -1838.83 -2.54 Max.Vx 2 -30.04 4.21 1947.41 Max.Torque 15 -2.05 L40 8.5-8-25 Pole Max Tension 1 0.00 0.00 0.00 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 59 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 -58.50 3.59 -0.92 Max.Mx 8 -41.24 -1845.65 -2.55 Max.My 2 -41.21 4.22 1954.92 Max.Vy 8 27.30 -1845.65 -2.55 Max.Vx 2 -30.06 4.22 1954.92 Max.Torque 15 -2.05 L41 8.25-8 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -58.63 3.60 -0.93 Max.Mx 8 -41.35 -1852.48 -2.56 Max.My 2 -41.33 4.22 1962.44 Max.Vy 8 27.32 -1852.48 -2.56 Max.Vx 2 -30.08 4.22 1962.44 Max.Torque 15 -2.05 L42 8-6 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -59.61 3.66 -0.93 Max. Mx 8 -42.19 -1907.25 -2.60 Max. My 2 -42.17 4.28 2022.78 Max.Vy 8 27.47 -1907.25 -2.60 Max.Vx 2 -30.27 4.28 2022.78 Max.Torque 15 -2.05 L43 6-5.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -59.73 3.67 -0.93 Max. Mx 8 -42.30 -1914.12 -2.61 Max. My 2 -42.29 4.29 2030.35 Max.Vy 8 27.48 -1914.12 -2.61 Max.Vx 2 -30.28 4.29 2030.35 Max.Torque 15 -2.05 L44 5.75-5.54 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -59.85 3.67 -0.93 Max. Mx 8 -42.41 -1919.89 -2.62 Max. My 2 -42.40 4.30 2036.71 Max.Vy 8 27.50 -1919.89 -2.62 Max.Vx 2 -30.30 4.30 2036.71 Max.Torque 15 -2.05 L45 5.54-5.29 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -59.96 3.68 -0.94 Max. Mx 8 -42.50 -1926.76 -2.62 Max. My 2 -42.49 4.30 2044.29 Max.Vy 8 27.51 -1926.76 -2.62 Max.Vx 2 -30.32 4.30 2044.29 Max.Torque 15 -2.05 L46 5.29-5.04 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -60.10 3.69 -0.94 Max. Mx 8 -42.62 -1933.64 -2.63 Max. My 2 -42.61 4.31 2051.87 Max.Vy 8 27.54 -1933.64 -2.63 Max.Vx 2 -30.34 4.31 2051.87 Max.Torque 15 -2.05 L47 5.04-4.42 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -60.43 3.71 -0.94 Max. Mx 8 -42.92 -1950.73 -2.64 Max. My 2 -42.91 4.33 2070.70 Max.Vy 8 27.61 -1950.73 -2.64 Max,Vx 2 -30.41 4.33 2070.70 Max.Torque 15 -2.05 L48 4.42-4.17 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.55 3.72 -0.95 Max. Mx 8 -43.02 -1957.64 -2.65 Max. My 2 -43.01 4.34 2078.30 Max.Vy 8 27.62 -1957.64 -2.65 Max.Vx 2 -30.43 4.34 2078.30 Max.Torque 15 -2.05 L49 4.17-4 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -60.63 3.73 -0.95 Max. Mx 8 -43.09 -1962.33 -2-65 Max. My 2 -43.08 4.34 2083.48 Max.Vy 8 27.64 -1962.33 -2.65 Max.Vx 2 -30.44 4.34 2083.48 Max.Torque 15 -2.05 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 60 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L50 4-3.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -60.74 3.74 -0.95 Max.Mx 8 -43.19 -1969-24 -2.66 Max.My 2 -43.18 4.35 2091.09 Max.Vy 8 27.66 -1969.24 -2.66 Max.Vx 2 -30.47 4.35 2091.09 Max.Torque 15 -2.05 L51 3.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -62.58 3.85 -0.98 Max.Mx 8 -44.83 -2073.47 -2.75 Max. My 2 -44.83 4.46 2205.98 Max.Vy 8 27.96 -2073.47 -2.75 Max.Vx 2 -30.83 4.46 2205.98 Max.Torque 15 -2.05 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 62.58 0.00 0.00 Max.H,, 20 44.84 26.53 0.03 Max.H, 2 44.84 0.03 30.81 Max.Mx 2 2205.98 0.03 30.81 Max.Mz 8 2073.47 -27.94 -0.03 Max.Torsion 3 2.05 0.03 30.81 Min.Vert 19 33.63 23.26 -13.41 Min.Hx 8 44.84 -27.94 -0.03 Min.Hz 14 44.84 -0.03 -30.79 Min.Mx 14 -2205.02 -0.03 -30.79 Min.M, 20 -2005.65 26.53 0.03 Min.Torsion 15 -2.05 -0-03 -30.79 Tower Mast Reaction Summary Load Vertical Shear;, Shear, Overturning Overturning Torque Combination Moment,M, Moment,Mz K K K kip-ft kip-ft kip-ft Dead Only 37-36 0.00 0.00 0.08 1.46 -0.00 1.2 Dead+1.0 Wind 0 deg- 44-84 -0.03 -30.81 -2205.98 4.46 -2.04 No Ice 0.9 Dead+1.0 Wind 0 deg- 33.63 -0-03 -30-81 -2188.52 3.96 -2.05 No Ice 1.2 Dead+1.0 Wind 30 deg- 44.84 14.70 -25.48 -1904.25 -1097.10 -1.42 No Ice 0.9 Dead+1.0 Wind 30 deg- 33.63 14.70 -25.48 -1888.85 -1088.67 -1.43 No Ice 1.2 Dead+1.0 Wind 60 deg- 44.84 24.31 -14-01 -1039.98 -1803.99 -1.63 No Ice 0.9 Dead+1.0 Wind 60 deg- 33.63 24.31 -14.01 -1031.60 -1789.86 -1.64 No Ice 1.2 Dead+1.0 Wind 90 deg- 44.84 27.94 0.03 2.75 -2073.47 -1.24 No Ice 0.9 Dead+1.0 Wind 90 deg- 33-63 27.94 0.03 2.70 -2057.17 -1.24 No Ice 1.2 Dead+1.0 Wind 120 deg 44.84 23.81 13-75 1032.19 -1784.84 -0.51 -No Ice 0.9 Dead+1.0 Wind 120 deg 33.63 23.81 13.75 1023-80 -1770.82 -0-51 -No Ice 1.2 Dead+1.0 Wind 150 deg 44.84 15.84 27.40 1915.09 -1106.31 1.95 -No Ice tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 61 Load Vertical Shear., Shear, Overturning Overturning Torque Combination Moment,Mx Moment,M, K K K -ft -ft kIP-ft A0 0.%(.Ie Dead+1.0 Wind 150 deg 33.63 15�84 27.", 1899.94 -1098.02 1.96 -No Ice 1.2 Dead+1.0 Wind 180 deg 44.84 0.03 30.79 2205.02 -0.84 2.04 -No Ice 0.9 Dead+1.0 Wind 180 deg 33.63 0.03 30.79 2187.52 -1.29 2.05 -No Ice 1.2 Dead+1.0 Wind 210 deg 44.84 -14.41 24.97 1885.04 1089.52 1.42 -No Ice 0.9 Dead+1.0 Wind 210 deg 33.63 -14.41 24.97 1869.69 1080.20 1.43 -No Ice 1.2 Dead+1.0 Wind 240 deg 44.84 -23.26 13.41 1011.38 1757.71 1.63 -No Ice 0.9 Dead+1.0 Wind 240 deg 33.63 -23.26 13.41 1003.12 1742.93 1.64 -No Ice 1.2 Dead+1.0 Wind 270 deg 44.84 -26.53 -0.03 -2.55 2005.65 1.24 -No Ice 0.9 Dead+1.0 Wind 270 deg 33.63 -26.53 -0.03 -2.55 1988.83 1.24 -No Ice 1.2 Dead+1.0 Wind 300 deg 44.84 -23.38 -13.51 -1019.70 1767.18 0.51 -No Ice 0.9 Dead+1.0 Wind 300 deg 33.63 -23.38 -13.51 -1011.41 1752.32 0.51 -No Ice 1.2 Dead+1.0 Wind 330 deg 44.84 -15.86 -27.44 -1917.48 1111.42 -1.95 -No Ice 0.9 Dead+1.0 Wind 330 deg 33.63 -15.86 -27.44 -1902.36 1102.18 -1.95 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 62.58 -0.00 -0.00 0.98 3.85 -0.00 1.2 Dead+1.0 Wind 0 62.58 -0.01 -6.21 -460.61 4.69 -0.54 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 62.58 2.90 -5.02 -390.65 -222.06 -0.36 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 62.58 4.73 -2.72 -209.52 -361.97 -0.42 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 62.58 5.46 0.01 1.73 -418.75 -0.30 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 62.58 4.71 2.72 212.08 -361.47 -0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 62.58 3.19 5.52 400.17 -227.24 0.54 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 62.58 0.01 6.20 462.43 3.24 0.54 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 62.58 -2.88 4.98 390.66 228.83 0.36 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 62.58 -4.68 2.70 210.10 367.41 0.42 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 62.58 -5.41 -0.01 0.28 423.91 0.30 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 62.58 -4.69 -2.71 -209.47 368.34 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 62.58 -3.19 -5.52 -398.60 235.42 -0.54 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 37.36 -0.01 -6.48 -462.39 2.06 -0.43 Dead+Wind 30 deg-Service 37.36 3.09 -5.36 -398.91 -228.73 -0.30 Dead+Wind 60 deg-Service 37.36 5.12 -2.95 -217.99 -377.10 -0.35 Dead+Wind 90 deg-Service 37.36 5.88 0.01 0.63 433.54 -0.26 Dead+Wind 120 deg- 37.36 5.01 2.90 216.43 -373.03 -0.11 Service Dead+Wind 150 deg- 37-36 3.33 5.77 401.53 -230.79 0.41 Service Dead+Wind 180 deg- 37.36 0.01 6.48 462-30 0.95 0.43 Service Dead+Wind 210 deg- 37.36 -3.03 5.25 395.00 229.39 0.30 Service Dead+Wind 240 deg- 37-36 -4.90 2.82 212.11 369-65 0.35 Service Dead+Wind 270 deg- 37.36 -5-58 -0.01 -0.48 421.57 0.26 Service Dead+Wind 300 deg- 37.36 -4.92 -2.84 -213.70 371.57 0.11 Service tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CA17-595R4/280570026, Order 708220, Revision I Page 62 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment, M, K K K kip-ft kip-ft kip-ft Dead+Wind 330 deg- 37.36 -3.34 -5.77 -401.91 234.12 _0.41 Service Solution Summa!y 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 -37.36 0.00 0.00 37.36 0.00 0.000% 2 -0.03 -44.84 -30.81 0.03 44.84 30.81 0.000% 3 -0.03 -33.63 -30.81 0.03 33.63 30.81 0.000% 4 14.70 -44.84 -25.48 -14.70 44.84 25.48 0.000% 5 14.70 -33.63 -25.48 -14.70 33-63 25.48 0.000% 6 24.31 -44.84 -14.01 -24-31 44-84 14.01 0.000% 7 24.31 -33.63 -14.01 -24.31 33-63 14.01 0.000% 8 27.94 -44.84 0.03 -27.94 44.84 -0.03 0.000% 9 27.94 -33.63 0.03 -27.94 33.63 -0.03 0.000% 10 23.81 -44-84 13.75 -23.81 44.84 -13.75 0.000% 11 23.81 -33.63 13.75 -23.81 33.63 -13.75 0.000% 12 15.84 -44.84 27.40 -15.84 44-84 -27.40 0.000% 13 15.84 -33.63 27.40 -15.84 33.63 -27.40 0.000% 14 0.03 -44.84 30.79 -0.03 44.84 -30.79 0.000% 15 0.03 -33.63 30.79 -0.03 33-63 -30.79 0.000% 16 -14.41 -44.84 24.97 14.41 44.84 -24.97 0.000% 17 -14.41 -33.63 24.97 14.41 33.63 -24.97 0.000% 18 -23.26 -44.84 13.41 23.26 44.84 -13.41 0.000% 19 -23.26 -33.63 13.41 23.26 33.63 -13.41 0.000% 20 -26-53 -44.84 -0.03 26.53 44.84 0.03 0.000% 21 -26-53 -33-63 -0.03 26.53 33.63 0.03 0.000% 22 -23-38 -44-84 -13.51 23.38 44.84 13.51 0,000% 23 -23.38 -33.63 -13.51 23.38 33.63 13.51 0.000% 24 -15.86 -44.84 -27.44 15.86 44-84 27.44 0.000% 25 -15.86 -33.63 -27.44 15.86 33.63 27.44 0.000% 26 0.00 -62.58 0.00 0.00 62.58 0.00 0.000% 27 -0.01 -62.58 -6.21 0.01 62.58 6.21 0.000% 28 2.90 -62.58 -5.02 -2.90 62.58 5.02 0.000% 29 4.73 -62.58 -2.72 -4.73 62.58 2.72 0.000% 30 5.46 -62.58 0.01 -5.46 62.58 -0.01 0.000% 31 4.71 -62.58 2.72 -4.71 62.58 -2.72 0.000% 32 3.19 -62.58 5.52 -3-19 62.58 -5.52 0.000% 33 0.01 -62.58 6.20 -0.01 62.58 -6.20 0.000% 34 -2.88 -62.58 4.98 2.88 62.58 -4.98 0.000% 35 -4-68 -62.58 2.70 4.68 62.58 -2.70 0.000% 36 -5-41 -62.58 -0.01 5.41 62.58 0.01 0.000% 37 -4.69 -62.58 -2.71 4.69 62.58 2.71 0.000% 38 -3.19 -62.58 -5.52 3.19 62.58 5.52 0.000% 39 -0.01 -37.36 -6.48 0.01 37.36 6.48 0.000% 40 3.09 -37.36 -5.36 -3.09 37.36 5.36 0.000% 41 5.12 -37.36 -2.95 -5.12 37.36 2.95 0.000% 42 5.88 -37.36 0.01 -5.88 37.36 -0.01 0.000% 43 5.01 -37.36 2.90 -5.01 37.36 -2.90 0.000% 44 3.33 -37.36 5.77 -3.33 37.36 -5.77 0.000% 45 0.01 -37.36 6.48 -0.01 37.36 -6.48 0.000% 46 -3.03 -37.36 5.25 3.03 37.36 -5.25 0.000% 47 -4.90 -37.36 2.82 4.90 37.36 -2.82 0.000% 48 -5.58 -37.36 -0.01 5.58 37.36 0.01 0.000% 49 -4.92 -37.36 -2.84 4.92 37.36 2.84 0.000% 50 -3.34 -37.36 -5.77 3.34 37.36 5.77 0.000% tnxTower Report-version 8.3.1.2 July/8, 2O25 108.5 Ft Monopole Tower Structural Analysis CC/8UNb80057g Project Number CN7-595R4/28o57o026, Order 7o8220, Revision / Pege8a Non-Linear Convergence Results Load Converged? Number Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 o Yes 5 0.00000001 0.00018383 o Yes 5 0.00000001 0.00008663 4 Yes e 0.00000001 o.0000mea/ a Yes a 0.00000001 0.000e572e e Yes a 0.00000001 0.00005922 7 Yes s 0.00000001 0.000e6e31 a Yea a 0.00000001 0.00012e04 9 voa 5 0.00000001 0.000060e3 10 Yes s 0.00000001 0.00005347 11 Yes e 0.00000001 0.00060373 12 Yes 6 0.00000001 0.00005573 13 Yes m 0.00000001 0.00062239 14 Yes 5 0.00000001 0.00017474 15 Yea a 0.00000001 0.00008237 16 Yes e 0.00000001 0.0000ee51 17 Yea s 0.00000001 0.00073722 1e Yes e 0.00000001 0.0000500* 19 Yes e 0.00000001 0.0005e547 20 Yes s 0.00000001 0.00013633 21 Yes e 0.00000001 0.00006524 22 Yes o 0.00000001 0.00005516 23 Yee 5 0.00000001 0.00062398 24 Yes a 0.00000001 0.00006076 25 Yea a 0.00000001 0.00067886 2e Yes 4 0.00000001 0.00015141 27 Yes o 0.00000001 0.00079339 28 Yes m 0.00000001 0.00082/20 29 Yes 5 0.00000001 0.0007e216 30 Yes 5 0.00000001 0.00074076 31 Yes 5 0.00000001 0.00076134 32 Yes 5 0.00000001 0.0008063e 33 Yes s 0.00000001 0.0007917e a^ Yea s 0.00000001 0.000e30e4 35 Yea e 0.00000001 0.000773e3 om Yes m 0.00000001 0.00075704 37 Yes o 0.00000001 0.00077852 aa Yes 5 0.00000001 0.000e21ee 39 Yes 4 0.00000001 0.0002e414 40 Yes 4 0.00000001 0.0004e713 41 Yes 4 0.00000001 0.00054398 42 Yea 4 0.00000001 0.000233e7 43 Yes 4 0.00000001 0.00041087 44 Yes 4 0.00000001 0.00043e22 45 Yes 4 0.00000001 0.00028172 46 Yes 4 0.00000001 0.000e0100 47 Yes 4 0.00000001 0.00039288 48 Yes 4 0.00000001 0.00023256 4e Yes 4 o.0000000/ 0.0004e2ee eo Yes 4 0.00000001 0.00054085 Maximum Tower Deflections - Service Wind Section Elevation *ocz. Gou nm Twist No. Deflection Load ft in Comb. L2 1035 100.5 10.e28 40 0.9980 00107 L3 100.5 1oo 10.002 40 0.9e30 0.0091 L4 100'95 9.898 40 0.ee25 0.0089 Lo ms eo 8.874 40 09e01 0.0065 L6 eo as 7.895 40 0.e047 0.0045 L, eu a2.o8 6.990 40 0.e197 0.0029 m 82.0e 81.83 esor *o orsno 0.0021 tnxTower Report venaion8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4 280570026, Order 708220, Revision I Page 64 Section Elevation Horz. Gov. Tilt Twist No, Deflection Load ft in Comb. 1-9 81.83-76.83 6.467 40 0-7581 0.0021 L10 76.83-70.42 5.690 40 0.7254 0.0018 L11 73.58-68.58 5.204 40 0.7005 0.0016 L12 68.58-63.58 4.483 40 0.6722 0.0014 L13 63.58-58.58 3.803 40 0.6256 0.0012 L14 58.58-53.58 3.175 40 0.5734 0.0011 L15 53.58-48.58 2.604 40 0.5171 0.0009 L16 48.58-43.58 2.093 40 0.4577 0.0008 L17 43.58-38.58 1.646 40 0,3968 0.0007 L18 38.58-33.94 1.263 40 0.3337 0.0005 L19 38.07-32.94 1.228 40 0.3273 0.0005 L20 32.94-30 0.896 50 0.2881 0.0004 L21 30-29.75 0.731 50 0.2498 0.0004 L22 29.75-28.75 0.718 50 0.2467 0.0004 L23 28.75-28.5 0.667 50 0.2342 0.0003 L24 28.5-28.25 0.655 50 0.2310 0.0003 L25 28.25-28 0.643 50 0.2287 0.0003 L26 28-27.75 0.631 50 0.2264 0.0003 L27 27.75-27.5 0.619 50 0.2241 0.0003 L28 27.5-26.83 0.608 50 0.2218 0.0003 L29 26.83-26.58 0.577 50 0.2156 0.0003 L30 26.58-21.58 0.566 50 0.2135 0.0003 L31 21.58-16.58 0.365 50 0.1699 0.0002 L32 16.58-16.16 0.211 50 0.1255 0.0002 L33 16.16-15.91 0.200 so 0.1218 0.0002 L34 15.91 -14 0.193 50 0.1197 0.0002 L35 14-13.75 0.149 50 0.1033 0.0001 L36 13.75-12.92 0.143 50 0.1015 0.0001 L37 12.92-12.67 0.126 50 0.0954 0.0001 L38 12.67-8.75 0.121 50 0.0936 0.0001 L39 8.75-8.5 0.056 50 0.0649 0.0001 L40 8.5-8.25 0.053 50 0.0629 0.0001 L41 8.25-8 0.050 50 0.0608 0.0001 L42 8-6 0.047 50 0.0587 0.0001 L43 6-5.75 0.026 50 0.0416 0.0001 L44 5.75-5.54 0.023 50 0.0395 0.0000 L45 5.54-5.29 0.022 50 0.0381 0.0000 L46 5.29-5.04 0.020 50 0.0355 0.0000 L47 5.04-4.42 0.018 50 0.0340 0.0000 L48 4.42-4.17 0.014 50 0.0302 0.0000 L49 4.17-4 0.012 50 0.0284 0.0000 L50 4-3.75 0.011 50 0.0271 0.0000 L51 3.75-0 0.010 50 0.0253 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ff Comb, in 4ft 106.00 DB809KE-XC 40 11.151 1.0002 0.0116 31240 100.00 3'x 2"Pipe Mount 40 9.898 0.9925 0.0090 14091 93.00 AIR 6419 B41 TMO CCIV2 w/ 40 8.475 0.9397 0.0056 5324 Mount Pipe 79.00 (4)DB845N65ZAXT w/Mount 40 6.023 0.7413 0.0020 7279 Pipe 78.00 Aero Bridge Stiffener 40 5.868 0.7342 0.0019 8040 70.00 Aero Bridge Stiffener 40 4.684 0.6809 0.0015 8017 69.00 NNHH-65A-R4 w/Mount Pipe 40 4.542 0.6750 0.0015 7432 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 65 Maximum Tower Deflections Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. - Ll 108.5-103.5 55.773 4 4.7783 0.0574 L2 103.5-100.5 50.782 4 4.7663 0.0507 L3 100.5-100 47.800 4 4.7438 0.0430 L4 100-95 47.304 4 4.7413 0.0423 L5 95-90 42.419 4 4.5886 0.0307 L6 90-85 37.748 4 4.3258 0.0214 L7 85-82.08 33.425 4 3.9204 0.0139 L8 82.08-81.83 31.116 4 3.6334 0.0101 L9 81.83-76.83 30.927 4 3.6266 0.0101 L10 76.83-70.42 27.213 4 3.4704 0.0085 L11 73.58-68.58 24.893 4 3.3515 0.0076 L12 68.58-63.58 21,444 4 3.2164 0.0068 L13 63.58-58.58 18.193 4 2.9941 0.0059 L14 58.58-53.58 15.189 4 2.7443 0.0051 L15 53.58-48.58 12.457 4 2.4754 0.0044 L16 48.58-43.58 10.014 4 2.1911 0.0037 L17 43.58-38.58 7.873 4 1.8994 0.0031 L18 38.58-33.94 6.043 4 1.5972 0.0025 L19 38.07-32.94 5.874 4 1.5664 0.0024 L20 32.94-30 4.278 4 1.3789 0,0021 L21 30-29.75 3.485 4 1,1954 0.0018 L22 29.75-28.75 3.423 4 1,1805 0.0017 L23 28.75-28.5 3.182 4 1-1203 0.0016 L24 28.5-28.25 3.124 4 1.1052 0.0016 L25 28.25-28 3.066 4 1,0941 0.0016 L26 28-27.75 3.009 4 1.0830 0.0016 L27 27.75-27.5 2.953 4 -1-0720 0.0016 L28 27.5-26-83 2.897 4 1.0610 0.0015 L29 26.83-26.58 2.750 24 1.0316 0.0015 L30 26.58-21.58 2.697 24 1.0213 0.0015 L31 21.58-16.58 1.740 24 0.8110 0.0011 L32 16.58-16.16 1.004 24 0.5982 0.0008 L33 16.16-15.91 0.952 24 0.5807 0.0008 L34 15.91 -14 0.922 24 0.5703 0.0008 L35 14-13.75 0.709 24 0.4924 0.0006 L36 13.75-12.92 0.683 24 0.4836 0.0006 L37 12.92-12.67 0.602 24 0.4546 0.0006 L38 12.67-8.75 0.578 24 0.4460 0.0006 L39 8.75-8.5 0.268 24 0.3095 0.0004 L40 8.5-8.25 0.252 24 0.2997 0.0004 L41 8.25-8 0.237 24 0.2899 0.0004 L42 8-6 0.222 24 0.2798 0.0004 L43 6-5.75 0.122 24 0.1984 0.0002 L44 5.75-5.54 0.112 24 0.1883 0.0002 L45 5.54-5.29 0.103 24 0.1815 0.0002 L46 5.29-5.04 0.094 24 0.1691 0.0002 L47 5.04-4.42 0.086 24 0.1620 0.0002 L48 4.42-4.17 0.066 24 0.1440 0.0002 L49 4.17-4 0.058 24 0.1352 0.0002 L50 4-3.75 0.054 24 0.1292 0.0002 L51 3.75-0 0.047 24 0.1204 0.0001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 106.00 DB809KE-XC 4 53.276 4.7765 0.0556 8663 100.00 3'x 2"Pipe Mount 4 47.304 4.7413 0.0428 3397 93.00 AIR 6419 B41 TMO CCIV2 wl 4 40.517 4.4919 0.0267 1137 Mount Pipe tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 66 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 79.00 (4)DB845N65ZAXT w/Mount 4 28.804 3.5463 0.0093 1538 Pipe 78.00 Aero Bridge Stiffener 4 28.066 3.5127 0.0090 1698 70-00 Aero Bridge Stiffener 4 22.406 3.2581 0.0071 1691 69,00 NNHH-65A-R4 w/Mount Pipe 4 21,727 3.2298 0.0070 1567 Compression Checks Pole Design Data Section Elevation Size L Lu KI1r A PU opn Ratio No. PU ft ft ft in2 K K - 4)PI, Ll 108.5-103.5 TP12x12x0.375 5.00 0.00 0.0 13.695 -0.45 431.40 0.001 (1) 4 L2 103.5-100.5 TP12x12x0.375 3.00 0.00 0.0 13.695 -0.62 431.40 0.001 (2) 4 L3 100.5-100 TP14.5x12x0.375 0.50 0.00 0.0 14.037 -0.62 442.17 0.001 (3) 2 L4 100-95(4) TP15.6427x14.50.1875 5.00 0.00 0.0 9.3311 -4.27 545.87 0.008 L5 95-90(5) TP 16.7 8 54x 15.642 7xO.18 5.00 0.00 0.0 10.021 -8.33 586.23 0.014 75 0 L 6 90-85(6) TP 17.92 81 x 16.7 8 540.18 5.00 0.00 0.0 10.710 -8.71 626.59 0.014 75 9 U 85-82.08(7) T P 18.5 95 5 x 17.9 2 81 x0.18 2.92 0.00 0.0 11.113 -8.94 650.16 0.014 75 8 L 8 82.08-81.83 TP 1 8.6526x 1 8.5955xO.78 0.25 0.00 0.0 45.301 -9.00 2650.14 0.003 (8) 75 5 L 9 81.83-76.83 TP 1 9.7953x 1 8.6526xO.73 5.00 0.00 0.0 45.257 -12.93 2647.57 0.005 (9) 75 6 L10 76.83-70.42 TP21.2603x1 9.7953xO.71 6.41 0.00 0.0 45.484 -13.52 2660.87 0.005 (10) 25 9 L11 70.42-68.58 TP21.2824x20.16310.78 5.00 0.00 0.0 51.573 -19.06 3017.03 0.006 (11) 13 2 L12 66,58-63.58 TP22.4017x21.28240.75 5.00 0.00 0.0 52.709 -20.23 3083.50 0.007 (12) 63 3 L13 66.56-58.58 TP23.521x22.4017x0.718 5.00 0.00 0.0 52.772 -21.64 3087.21 0.007 (13) 8 9 L14 58.5b-53.58 TP24.6402x23.521 x0.693 5.00 0.00 0.0 53.493 -23.29 3129.37 0.007 (14) 8 5 L15 53.58-48.58 TP25.7595x24.6402x0.66 5.00 0.00 0.0 54.029 -24.97 3160.75 0.008 (15) 88 9 L16 46-58-43.58 TP26.8788x25.7595x0.65 5.00 0.00 0.0 55.411 -26.69 3241.58 0.008 (16) 63 6 L17 4158-38.58 TP27.9981 x26.8788x0.63 5.00 0.00 0.0 55.626 -28.43 3254.15 0.009 (17) 13 5 L18 68.56-33.94 TP29.0368x27.9981 x0.63 4.64 0.00 0.0 55.858 -28.62 3267.73 0.009 (18) 13 6 L19 33.94-32.94 TP28-6885x27.5498x0.65 5.13 0.00 0.0 58.684 -31.23 3433.04 0.009 (19) 5 L20 32.94-30 TP29.341 x28.6885x0.637 2.94 0.00 0.0 58.921 -32.07 3446.89 0.009 (20) 5 2 L21 30-29.75 TP29.3965x29.341 x0.662 0.25 0.00 0.0 61-296 -32.17 3585.87 0.009 (21) 5 9 L22 29.75-28.75 TP29.6185x29.3965x0.65 1.00 0.00 0.0 60-631 -32.48 3546.92 0.009 (22) 1 L23 28.75-28.5 TP29.674x29.6185x0.65 0.25 0.00 0.0 60.747 -32.57 3553.71 0.009 (23) 2 L24 28.5-28.25 TP29.7295x29.674x0.9 12 0.25 0.00 0.0 84.671 -32.66 4953.28 0.007 (24) 5 5 L25 28.25-28 TP29.785x29.7295x0.912 0.25 0.00 0.0 84.834 -32.75 4962.82 0.007 (25) 5 5 L26 28-27.75 TP29.8405x29.785x0.912 0.25 0.00 0.0 84.997 -32.85 4972.36 0.007 (26) 5 6 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 67 Section Elevation Size L Lu K11r A PU �Pn Ratio No. PU ft ft ft ins K K ffn L27 27.75-27.5 TP29,8959x29,8405A-91 0,25 0.00 0.0 85.160 -32.94 4981.90 0.007 (27) 25 6 L28 27.5-26.83 TP30.0447x29.89590.91 0.67 0.00 0.0 85.597 -33.19 5007.46 0.007 (28) 25 6 L29 26.83-26.58 TP30-1002x30.04470.98 0.25 0.00 0.0 92.571 -33.29 5415.40 0.006 (29) 75 0 L30 26.58-21.58 TP31.21x30.10020.95 5.00 0.00 0.0 92.565 -35.25 5415.07 0.007 (30) 3 L31 21.56-16.58 T P3 2.31 98x3l.21 x0.9125 5.00 0.00 0.0 92.282 -37.24 5398.53 0.007 (31) 5 L32 16.58-16-16 TP32.41302.3198x0.912 0.42 0.00 0.0 92.556 -37.42 5414-55 0.007 (32) 5 4 L33 16.16-15.9 I TP32.4685x32.413x0.912 0.25 0.00 0.0 92.719 -37.52 5424.09 0.007 (33) 5 5 L34 15.91 -14 TP32.8925x32.46850.91 1.91 0.00 0.0 93.965 -38.27 5496.96 0.007 (34) 25 2 L35 14-13.75 TP32.948x32.8925x1.087 0.25 0.00 0.0 111.56 -38.41 6526.69 0,006 (35) 5 70 L36 1175-12-92 TP33.1322x32.948x1.087 0.83 0.00 0.0 112.21 -38.78 6564.43 0.006 (36) 5 30 L37 12.92-12.67 T P 33.187 703.13 22x 1.11 0.25 0.00 0.0 114.90 -38.92 6721.73 0.006 (37) 25 10 L38 12.67-8.75 TP34.0578x33.1877xl.08 3.92 0.00 0.0 115.45 -40.95 6754.04 0.006 (38) 75 40 L39 8.75-8.5(39) TP34.1133x34.05784.95 0.25 0.00 0.0 101.44 -41.09 5934.62 0.007 70 L40 8.5-8.25(40) T P 34.16 88x34.1 13 3xO.93 0.25 0.00 0.0 100.31 -41.21 5868.54 0.007 75 70 L41 8.25-8(41) T P 34.224304.16 MO.91 0.25 0.00 0.0 97.878 -41.33 5725.88 0.007 25 3 L42 8-6(42) TP34.668204.22430.9 2.00 0.00 0.0 97.860 -42.17 5724.83 0.007 3 L43 6-5.75(43) TP34.7237x34.66824.9 0.25 0.00 0.0 98.021 -42.29 5734.23 0.007 1 L44 5.75-5.54 TP34.7703x34.7237x1.13 0.21 0.00 0.0 123.18 -42.39 7206.53 0.006 (44) 75 90 L45 5.54-5.29 TP34.825804.77030.72 0.25 0.00 0.0 79.608 -42.48 4657.09 0.009 (45) 5 3 L46 5.29-5.04 TP34.8813x34.8258xl.31 0.25 0.00 0.0 141.87 -42.61 8299.40 0.005 (46) 25 00 L47 5.04-4.42 TP35.0189x34.8813xl.28 0.62 0.00 0.0 139.84 -42.90 8180.76 0.005 (47) 75 20 L48 4.42-4.17 TP35.0744x35.0189x1.03 0.25 0.00 0.0 113.70 -43.01 6651.96 0.006 (48) 75 90 L49 4.17-4(49) T P 35.1121 x 3 5.0 744x 1.03 0.17 0.00 0.0 113.83 -43.08 6659.34 0.006 75 50 L50 4-3.75(50) T P 3 5.16 760 5.1121 x1.03 0.25 0.00 0.0 114.02 -43.18 6670.18 0.006 75 00 L51 3.75-0(51) TP36x35.1676xl.1375 3.75 0.00 0.0 127.69 -44.82 7470.02 0.006 30 Pole Bending Design Data Section Elevation Size ML)X Omnx Ratio MUM OM Ratio No. MUx MUY ft kip-ft kip-ft ^x kip-ft kip-ft bmny LI 108.5-103.5 TP12x12x0.375 5.40 133.07 0.041 0.00 133.07 0.000 (1) L2 103.5-100.5 TP12x12x0.375 7.95 133.07 0.060 0.00 133.07 0.000 (2) D 100.5-100 TP14.5xl2x0.375 7.95 128.84 0.062 0.00 128.84 0.000 (3) L4 100-95(4) TP1 5.6427xl 4.5xO.1875 41.29 215.37 0.192 0.00 215.37 0.000 L5 95-90(5) T P 16.7 85 4x 1 5.6427xO.18 83.76 243-19 0.344 0.00 243.19 0.000 75 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 68 Section Elevation Size MUx Wnx Ratio MUY ^y Ratio No. MUx MUY ft kip-ft kip-ft Omnx kip-ft kip-ft om, L6 90-85(6) TP17.9281x16.7854x0.18 140.35 271.84 0.516 0.00 271.84 0.000 75 L7 85-82.08(7) TP 1 8.5955xl 7.9281 A.18 174-66 288-89 0.605 0.00 288.89 0.000 75 L8 82.08-81.83 TP 18.6 526x 18.5 955x 0.78 177.65 1173.24 0.151 0.00 1173.24 0.000 (8) 75 L9 81.83-76.83 TP1 9.7953xl 8.6526xO.73 250.06 1256.83 0.199 0.00 1256.83 0.000 (9) 75 L10 76.83-70.42 TP21.2603x1 9.7953xO.71 305.49 1317.53 0.232 0.00 1317.53 0.000 (10) 25 L11 70.42-68.58 TP21.282420.1631A.78 399.35 1541.56 0.259 0.00 1541.56 0.000 (11) 13 L12 68.58-63.58 TP22.4017x21.28240.75 513.43 1668.56 0.308 0.00 1668.56 0.000 (12) 63 L13 63.58-58.58 TP23.521x22.4017A.718 630.47 1765.67 0.357 0.00 1765.67 0.000 (13) 8 L14 58.58-53.58 TP24.6402x2 3.521 x0.693 750.28 1884.26 0.398 0.00 1884.26 0.000 (14) 8 L15 53.58-48.58 TP25.7595x24.64020.66 872.95 1998.60 0.437 0.00 1998.60 0.000 (15) 88 L16 48.58-43.58 TP26.8788x25.75950.65 998.40 2145.57 0.465 0.00 2145.57 0.000 (16) 63 L17 43.58-38.58 TP 27.9 9 81 x2 6.8 78 80.6 3 1126.53 2252.19 0.500 0.00 2252.19 0.000 (17) 13 L18 38.58-33.94 TP29.0368x27.9981 x0.63 1139.74 2271.23 0.502 0.00 2271.23 0.000 (18) 13 L19 33.94-32.94 TP28.6885x27.5498x0.65 1274.44 2434.03 0.524 0.00 2434.03 0.000 (19) L20 32.94-30 TP29.341 x28.6885x0.637 1352.92 2504.19 0.540 0.00 2504.19 0.000 (20) 5 L21 30-29-75 T P2 9.3 9 6 5x29.341 x0.662 1359.62 2605.78 0.522 0.00 2605.78 0.000 (21) 5 L22 29.75-28.75 TP29.6185x29.39650.65 1386.48 2600.07 0.533 0.00 2600.07 0.000 (22) L23 28,75-28.5 TP29.674x29.61850.65 1393.22 2610.15 0.534 0.00 2610.15 0.000 (23) L24 28.5-28.25 TP29.7295x29.6740.912 1399.95 3579.71 0.391 0.00 3579.71 0.000 (24) 5 L25 28.25-28 TP29.785x29.7295x0.912 1406.69 3593.72 0.391 0.00 3593.72 0.000 (25) 5 L26 28-27.75 TP29.8405x29.7850.912 1413.44 3607.76 0.392 0.00 3607.76 0.000 (26) 5 L27 27.75-27.5 TP29.8959x29.84050.91 1420-19 3621.82 0.392 0.00 3621.82 0.000 (27) 25 L28 27.5-26.83 TP30.0447x29.89590.91 1438.33 3659.66 0.393 0.00 3659.66 0.000 (28) 25 L29 26.83-26.58 TP30.1 002x30.04470.98 1445.11 3945.22 0.366 0.00 3945.22 0.000 (29) 75 L30 26.58-21.58 TP31.21x30.10020.95 1582.00 4110.48 0.385 0.00 4110.48 0.000 (30) L31 21.58-16.58 TP32.3198x31.21 x0.9125 1721.16 4262.98 0.404 0.00 4262.98 0.000 (31) L32 16.58-16.16 TP32.413x32.31980.912 1732.93 4288.68 0.404 0.00 4288.68 0.000 (32) 5 L33 16.16-15.91 T P 32.46 8 5x 32.41 3xO.912 1739.95 4304.02 0.404 0.00 4304.02 0.000 (33) 5 L34 15.91 -14 T P3 2.8 925x32.4 68 5x 0.91 1793.72 4422.09 0.406 0.00 4422.09 0.000 (34) 25 L35 14-13.75 TP32.948x32.8925xl.087 1800.78 5202.52 0.346 0.00 5202.52 0.000 (35) 5 L36 16.75-12.92 TP33.1322x32.948xl.087 1824.27 5263.87 0.347 0.00 5263.87 0.000 (36) 5 L37 12.92-12.67 T P33.1 877x3 3.1 322x 1.11 1831.35 5391.23 0.340 0.00 5391.23 0.000 (37) 25 L38 12.67-8.75 TP34.0578x33.1877x1.08 1944.38 5577.49 0.349 0.00 5577.49 0.000 (38) 75 L39 8.75-8.5(39) T P 34.11 33x34.0 57 80.9 5 1951.99 4950.28 0.394 0.00 4950.28 0.000 L40 8.5-8.25(40) T P34.1 6 8 8x34.1 13 3x 0.9 3 1959.62 4907.27 0.399 0.00 4907.27 0.000 75 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 69 Section Elevation Size MUx OMnx Ratio MUY ^y Ratio No. MUx MUY ft kip-ft kip-ft WON kip-ft kip-ft Omni. L41 8.25-8(41) TP34.2243x34-1688x0.91 1967.25 f 4803.41 0.410 0.00 4803.41 0.000 25 L42 8-6(42) TP34.6682x34.2243x0.9 2028.65 4871.83 0.416 0.00 4871-83 0.000 L43 6-5.75(43) TP34.723704.66820.9 2036.36 4888.07 0.417 0.00 4888.07 0.000 L44 5.75-5.54 TP34.7703x34.7237x1.13 2042.85 6065.82 0.337 0.00 6065.82 0.000 (44) 75 L45 5.54-5.29 TP34.825804.77030.72 2050.58 4023.35 0.510 0.00 4023.35 0.000 (45) 5 L46 5.29-5.04 TP34.8813x34.8258x1.31 2058-32 6936.99 0.297 0.00 6936.99 0.000 (46) 25 L47 5.04-4.42 TP35.0189x34.8813x1.28 2077.57 6877.10 0.302 0.00 6877.10 0.000 (47) 75 L48 4.42-4.17 TP35.0744x35.0189x1.03 2085.34 5684.67 0.367 0.00 5684.67 0.000 (48) 75 L49 4.17-4(49) TP35.1121 05.07441.03 2090.63 5697.47 0.367 0.00 5697.47 0.000 75 L50 4-3.75(50) TP 3 5.16 76x3 5.1121 x1.03 2098.42 5716.32 0.367 0.00 5716.32 0.000 75 L51 3.75-0(51) TP36x35.1676x1.1375 2216.30 6525.02 0.340 0.00 6525.02 0.000 Pole Shear Design Data Section Elevation Size Actual Vn Ratio Actual QT Ratio No. VU VU TU TU ft K K (5 V, kip-ft kip-ft �T, L 1 108.5-103.5 TP12x12x0-375 0.80 129.42 0.006 0.22 132.28 0.002 (1) L2 103.5-100.5 TP12xl2x0.375 0.90 129.42 0.007 0.22 132.28 0.002 (2) L3 100.5-100 TP14.5xl2x0.375 0.93 161.18 0.006 0.22 135.65 0.002 (3) L4 100-95(4) TP 1 5.6427x 14.50.18 7 5 5.62 163.76 0.034 1.68 222.63 0.008 L5 95-90(5) TP 16.78541 5.6427xO.18 11.06 175.87 0.063 1.61 256.77 0.006 75 L6 90-85(6) TP 17.9281 x1 6.78540.18 11.59 187.98 0.062 1.57 293.34 0.005 75 L7 85-82.08(7) TP 1 8.5955x 17.9281 xO.18 11.93 195.05 0.061 1.57 315.82 0.005 75 L8 82.08-81.83 TP 18.6 5 26x 18.5 955xO.78 11.95 795.04 0.015 1.57 1249.38 0.001 (8) 75 L9 81.83-76.83 TP1 9.7953x1 8.6526xO.73 16.85 794.27 0.021 1.58 1331.50 0.001 (9) 75 L10 76.83-70.42 TP21.2603xl 9.7953xO.71 17.28 798.26 0.022 1.58 1392.10 0.001 (10) 25 L11 (0.42-68.58 T P21.282420.1 6 31 x0.78 22-50 905-11 0.025 1.58 1632.22 0.001 (11) 13 L12 68.58-63.58 TP22.4017x21.2824x0.75 23.16 925.05 0.025 1.43 1761.29 0.001 (12) 63 L13 63.56-58.58 TP23.521 x22.4017x0.718 23.72 926.16 0.026 1.42 1857.65 0.001 (13) 8 L14 58-56-53.58 T P24.640 2x2 3.5 21 x0.693 24-30 938-81 0.026 1.42 1977.52 0.001 (14) 8 L15 53.56-48.58 TP25.7595x24.6402x0.66 24.87 948.22 0.026 1.42 2092.78 0.001 (15) 88 L16 46,56-43.58 TP26.8788x25.75950.65 25.42 972.47 0.026 1.42 2243.12 0.001 (16) 63 L17 46.58-38.58 TP27.9981 x26.8788x0.63 25.94 976.25 0.027 1.42 2350.08 0.001 (17) 13 L18 38.58-33.94 TP29.0368x27.9981 xO.63 25.99 980-32 0.027 1.42 2369.73 0.001 (18) 13 L19 33.94-32.94 TP28.6885x27.5498x0.65 26.59 1029.91 0.026 1.42 2540.12 0.001 (19) L20 32.94-30 TP29.341 x28.6885x0.637 26.84 1034.07 0.026 1.42 2610-86 0.001 (20) 5 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CA17-595R4/2805 70026, Order 708220, Revision I Page 70 Section Elevation Size Actual Vn Ratio Actual OTn Ratio No. VU VU TU TU ft K IK 0 V1, A,0-ft kip-fl 0 T, L21 30-29.75 TP29.3965x29.341 x0.662 26.84 1075.76 0.025 1.42 2719.02 0.001 (21) 5 L22 29.75-28.75 TP29.6185x29.39650.65 26.93 1064.07 0.025 1.42 2711-43 0.001 (22) L23 28.75-28.5 TP29.674x29.61850.65 26.93 1066.11 0.025 1.42 2721.82 0.001 (23) L24 28.5-28.25 TP29.7295x29.674x0.912 26.96 1485.98 0.018 1.42 3766.71 0.000 (24) 5 L25 28.25-28 TP29.785x29.72950.912 26.98 1488.85 0.018 1.42 3781.23 0.000 (25) 5 L26 28-27.75 TP29.8405x29.785x0.912 27.01 1491.71 0.018 1.42 3795.78 0.000 (26) 5 L27 27.75-27.5 TP29.8959x29.8405x0.91 27.04 1494.57 0.018 1.42 3810.36 0.000 (27) 25 L28 27.5-26.83 TP30.0447x29.89590.91 27-11 1502.24 0.018 1.42 3849.56 0.000 (28) 25 L29 26.83-26.58 TP30.1002x30.04470.98 27.13 1624.62 0.017 1.42 4160.38 0.000 (29) 75 L30 26.58-21.58 TP31.21x30.10020.95 27.65 1624.52 0.017 1.42 4324.08 0.000 (30) L31 21.58-16.58 TP32.3198x31.21 xO.9125 28.05 1619.56 0.017 1.42 4474.32 0.000 (31) L32 16.58-16.16 TP32.413x32.31980.912 28.07 1624.37 0.017 1.42 4500.93 0.000 (32) 5 L33 16.16-15.91 TP32.4685x32.413x0.912 28.09 1627.23 0.017 1.42 4516.79 0.000 (33) 5 L34 15.91 -14 TP32.8925x32.46850.91 28.25 1649.09 0,017 1.42 4638.98 0.000 (34) 25 L35 14-13.75 TP32.948x32.8925x1.087 28.25 1958.01 0.014 1.42 5487.40 0.000 (35) 5 L36 13.75-12.92 TP33.1322x32.948x1.087 28.34 1969.33 0.014 1.42 5551.04 0.000 (36) 5 L37 12.92-12.67 TP33.1877x33.1322x1.1 1 28.36 2016.52 0.014 1.42 5689.47 0.000 (37) 25 L38 12.67-8.75 TP34.0578x33.1877x1.08 30.46 2026-21 0.015 1.71 5876.35 0.000 (38) 75 L39 8.75-8.5(39) TP34.1133x34.05780.95 30.48 1780.39 0.017 1.71 5193.64 0.000 L40 8.5-8.25(40) TP34.1688x34.1133x0.93 30.52 1760.56 0.017 1.72 5146.34 0.000 75 L41 8.25-8(41) TP34.224304.1688x0.91 30-55 1717.76 0.018 1.73 5033.40 0.000 25 L42 8-6(42) TP34.668204.22430.9 30.86 1717.45 0.018 1.78 5101.43 0.000 L43 6-5.75(43) TP34.7237x34.6682x0.9 30.88 1720.27 0.018 1.79 5118.20 0.000 L44 5.75-5.54 TP34.7703x34.7237x 1.13 30.91 2161.96 0.014 1.79 6396.03 0.000 (44) 75 L45 5.54-5.29 TP34.825804.77030.72 30.95 1397.13 0.022 1.80 4190.83 0.000 (45) 5 L46 5.29-5.04 TP34.8813x34.8258x1.31 30.99 2489.82 0.012 1.80 7351.97 0.000 (46) 25 L47 5.04-4.42 TP35.0189x34.8813x1.28 31.08 2454.23 0.013 1.83 7281.97 0.000 (47) 75 L48 4.42-4.17 TP35.0744x35.0189x1.03 31.11 1995.59 0.016 1.83 5974.77 0.000 (48) 75 L49 4.17-4(49) TP35.1121x35.0744x1.03 31.14 1997.80 0.016 1.84 5988.03 0.000 75 L50 4-3.75(50) TP35.1676x35.1121x1.03 31.17 2001.06 0.016 1.85 6007.54 0.000 75 L51 3.75-0(51) TP36x35.1676x1.1375 31.71 2241.01 0.014 1.95 6872.28 0.000 tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision 1 Page 71 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ mul MW VU TU Stress Stress ft QPn -W _ .0 VII_ �TO) Ratio Ratio L1 108.5-103.5 0.001 0.041 0.000 0.006 0.002 0.042 1.050 (1) L2 103.5-100.5 0.001 0.060 0.000 0.007 0.002 0.061 1.050 (2) L3 100.5-100 0.001 0.062 0.000 0.006 0.002 0.063 1.050 (3) L4 100-95(4) 0.008 0.192 0.000 0.034 0.008 0.201 1.050 L5 95-90(5) 0.014 0.344 0.000 0.063 0.006 0.363 1.050 L6 90-85(6) 0.014 0.516 0.000 0.062 0.005 0.535 1.050 L7 85-82.08(7) 0.014 0.605 0.000 0.061 0.005 0.623 1.050 L8 82.08-81.83 0.003 0.151 0.000 0.015 0.001 0.155 1.050 (8) L9 81.83-76.83 0.005 0.199 0.000 0.021 0.001 0.204 1.050 (9) L10 76.83-70.42 0.005 0.232 0.000 0.022 0.001 0.237 1.050 (10) L11 70.42-68.58 0.006 0.259 0.000 0.025 0.001 0.266 1.050 (11) L12 68.58-63.58 0.007 0.308 0.000 0.025 0.001 0.315 1.050 (12) L13 63.58-58.58 0.007 0.357 0.000 0.026 0.001 0.365 1.050 (13) L14 58.58-53.58 0.007 0.398 0.000 0.026 0.001 0.406 1.050 (14) L15 53.58-48.58 0.008 0.437 0.000 0.026 0.001 0.445 1.050 (15) L16 48.58-43.58 0.008 0.465 0.000 0.026 0.001 0.474 1.050 (16) L17 43.58-38.58 0.009 0.500 0.000 0.027 0.001 0.510 1.050 (17) L18 38.58-33.94 0.009 0.502 0.000 0.027 0.001 0.511 1.050 (18) L19 33.94-32.94 0.009 0.524 0.000 0.026 0.001 0.533 1.050 (19) L20 32.94-30 0.009 0.540 0.000 0.026 0.001 0.550 1.050 (20) L21 30-29.75 0.009 0.522 0.000 0.025 0.001 0.531 1.050 (21) L22 29.75-28.75 0.009 0.533 0.000 0.025 0.001 0.543 1.050 (22) L23 28.75-28.5 0.009 0.534 0.000 0.025 0.001 0.544 1.050 (23) L24 28.5-28.25 0.007 0.391 0.000 0.018 0.000 0.398 1.050 (24) L25 28.25-28 0.007 0.391 0.000 0.018 0.000 0.398 1.050 (25) L26 28-27.75 0.007 0.392 0.000 0.018 0.000 0.399 1.050 (26) L27 27.75-27.5 0.007 0.392 0.000 0.018 0.000 0.399 1.050 (27) L28 27.5-26.83 0.007 0.393 0.000 0.018 0.000 0.400 1.050 (28) L29 26.83-26.58 0.006 0.366 0.000 0.017 0.000 0.373 1.050 (29) L30 26.58-21.58 0.007 0.385 0.000 0.017 0.000 0.392 1.050 (30) L31 21.58-16.58 0.007 0.404 0.000 0.017 0.000 0.411 1.050 (31) L32 16.58-16.16 0.007 0.404 0.000 0.017 0.000 0.411 1.050 (32) L33 16.1 a-15.91 0.007 0.404 0.000 0.017 0.000 0.411 1.050 (33) L34 15.91 -14 0.007 0.406 0.000 0.017 0.000 0.413 1.050 (34) L35 14-13.75 0.006 0.346 0.000 0.014 0.000 0.352 1.050 (35) tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number CN7-595R4/2805 70026, Order 708220, Revision I Page 72 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. PU Rix MU,, VU TU Stress Stress ft 6pn- ^x �Mny ��V, 1'5 T, Ratio Ratio L36 13.75-12.92 0.006 0.347 0.000 0.014 0.000 0.353 1.050 (36) L37 12.92-12.67 0.006 0.340 0.000 0.014 0.000 0.346 1.050 (37) L38 12.67-8-75 0.006 0.349 0.000 0.015 0.000 0.355 1.050 (38) L39 8.75-8.5(39) 0.007 0.394 0.000 0.017 0.000 0.402 1.050 L40 8.5-8.25(40) 0.007 0.399 0.000 0.017 0.000 0.407 1.050 L41 8.25-8(41) 0.007 0.410 0.000 0.018 0.000 0.417 1-050 L42 8-6(42) 0.007 0.416 0.000 0.018 0.000 0.424 -1.050 L43 6-5.75(43) 0.007 0.417 0.000 0.018 0.000 0.424 1.050 L44 5.75-5.54 0.006 0.337 0.000 0.014 0.000 0.343 1.050 (44) L45 5.54-5.29 0.009 0.510 0.000 0.022 0.000 0.519 1.050 (45) L46 5.29-5.04 0.005 0.297 0.000 0.012 0.000 0.302 1.050 (46) L47 5.04-4.42 0.005 0.302 0.000 0.013 0.000 0.308 1.050 (47) L48 4.42-4.17 0.006 0.367 0.000 0.016 0.000 0.374 1.050 (48) L49 4.17-4(49) 0.006 0.367 0.000 0.016 0.000 0.374 1.050 L50 4-3.75(50) 0.006 0.367 0.000 0.016 0.000 0.374 1.050 L51 3.75-0(51) 0.006 0.340 0.000 0.014 0.000 0.346 1.050 Section Ca acit Table Section Elevation Component Size Critical P opallow % Pass No. ft Type Element K K Capacity Fail Ll 108.5-103.5 Pole TP12x12x0.375 1 -0.45 452.97 4.0 Pass L2 103.5-100.5 Pole TP12x12x0.375 2 -0.62 452.97 5.8 Pass L3 100.5-100 Pole TP14.5x12x0.375 3 -0.62 464.28 6.0 Pass L4 100-95 Pole TP 1 5.6427x 1 4.5xO.1875 4 -4.27 573-16 19.2 Pass L5 95-90 Pole TP1 6.7854xl 5.6427xO.1875 5 -8.33 615.54 34.6 Pass L6 90-85 Pole TP 17.9281 x 16.78540.1875 6 -8.71 657.92 50.9 Pass U 85-82.08 Pole TP1 8.5955xl 7.9281 xO.1875 7 -8.94 682.67 59.3 Pass L8 82.08-81.83 Pole TP1 8.6526xl 8.5955xO.7875 8 -9.00 2782.65 14.8 Pass L9 81.83-76.83 Pole TP1 9.7953xl 8.6526xO.7375 9 -12.93 2779.95 19.5 Pass LIO 76.83-70.42 Pole TP21-2603xl 9.7953xO.7125 10 -13.52 2793-91 22.6 Pass Ll 1 70.42-68.58 Pole TP21.2824x20.1631 x0.7813 11 -19.06 3167-88 25.3 Pass L12 68.58-63.58 Pole TP22.4017x21.28240.7563 12 -20.23 3237.67 30.0 Pass L13 63.58-58.58 Pole TP23.521 x22.401 7xO.7188 13 -21.64 3241.57 34.7 Pass L14 58.58-53.58 Pole TP24.6402x23.521 x0.6938 14 -23.29 3285.84 38.7 Pass L15 53-58-48-58 Pole TP25.7595x24.64020.6688 15 -24.97 3318-79 42.4 Pass L16 48-58-43-58 Pole TP26.8788x25.7595x0.6563 16 -26-69 3403.66 45.2 Pass L17 43.58-38,58 Pole TP27.9981 x26.8788xO.6313 17 -28.43 3416.86 48.5 Pass L18 38-58-33.94 Pole TP29.0368x27.9981 xO.6313 18 -28.62 3431.12 48.7 Pass 1-19 33.94-32.94 Pole TP28.6885x27.5498x0.65 19 -31.23 3604.69 50.8 Pass L20 32.94-30 Pole TP29.341 x28.6885xO.6375 20 -32.07 3619.23 52.4 Pass L21 30-29.75 Pole TP29.3965x29.341 xO.6625 21 -32.17 3765-16 50.6 Pass L22 29.75-28.75 Pole TP29.6185x29.3965x0.65 22 -32.48 3724.27 51.7 Pass L23 28-75-28.5 Pole TP29.674x29.6185x0.65 23 -32-57 3731.40 51.8 Pass L24 28.5-28.25 Pole TP29.7295x29.674x0.9125 24 -32.66 5200.94 37.9 Pass L25 28.25-28 Pole TP29.785x29.7295x0.9125 25 -32.75 5210.96 37.9 Pass L26 28-27.75 Pole TP29.8405x29.785x0.9125 26 -32.85 5220.98 38.0 Pass L27 27.75-27.5 Pole TP29.8959x29.8405x0.9125 27 -32.94 5230.99 38.0 Pass L28 27.5-26.83 Pole TP30.0447x29.8959x0.9125 28 -33-19 5257.83 38.1 Pass L29 26.83-26.58 Pole TP30.1002x30.04470.9875 29 -33.29 5686.17 35.5 Pass L30 26.58-21.58 Pole TP31.21 x30.10020.95 30 -35.25 5685.82 37.3 Pass L31 21.58-16.58 Pole TP32.3198x31.21 x0.9125 31 -37.24 5668.46 39.1 Pass L32 16.58-16.16 Pole TP32.413x32.3198x0.9125 32 -37.42 5685.28 39.2 Pass L33 16.16-15.91 Pole TP32.4685x32.413x0.9125 33 -37.52 5695.29 39.2 Pass L34 15.91 -14 Pole TP32.8925x32.4685x0.9125 34 -38.27 5771.81 39.3 Pass L35 14-13.75 Pole TP32.948x32.8925x1.0875 35 -38.41 6853.02 33.5 Pass L36 13.75-12.92 Pole TP33.1322x32.948x1.0875 36 -38.78 6892.65 33.6 Pass tnxTower Report-version 8.3.1.2 July 18, 2025 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R4/280570026, Order 708220, Revision I Page 73 Section Elevation Component Size Critical P OPatlow % Pass No. ft Type Element K K Capacity Fail L37 12.92-12.67 Pole TP33.1877x33.1322x1.1125 37 -38.92 7057.82 32.9 Pass L38 12.67-8.75 Pole TP34.0578x33.1877x1.0875 38 -40.95 7091.74 33.8 Pass L39 8.75-8.5 Pole TP34.1133x34.0578x0.95 39 -41.09 6231.35 38.2 Pass L40 8.5-8.25 Pole TP34.1688x34.11330.9375 40 41.21 6161.97 38-7 Pass L41 8.25-8 Pole TP34.2243x34.16880.9125 41 41.33 6012.17 39.7 Pass L42 8-6 Pole TP34.6682x34.2243x0.9 42 -42.17 6011.07 40.4 Pass L43 6-5.75 Pole TP34.7237x34.6682x0.9 43 -42.29 6020.94 40.4 Pass L44 5.75-5.54 Pole TP34.7703x34.7237x1.1375 44 -42.39 7566.86 32.7 Pass L45 5.54-5.29 Pole TP34.8258x34.7703x0.725 45 -42.48 4889.94 49.5 Pass L46 5.29-5.04 Pole TP34.8813x34.8258xl.3125 46 42.61 8714.37 28.8 Pass L47 5.04-4.42 Pole TP35.0189x34.8813x1.2875 47 -42.90 8589.80 29.3 Pass L48 4.42-4.17 Pole TP35.0744x35.0189x1.0375 48 -43.01 6984.56 35.6 Pass L49 4.17-4 Pole TP35.1121 x35.0744x1.0375 49 -43.08 6992.31 35.6 Pass L50 4-3-75 Pole TP35.1676x35.1121 x1.0375 50 -43-18 7003.69 35.6 Pass L51 3.75-0 Pole TP36x35.1676x1.1375 51 -44.82 7843.52 32.9 Pass Summary Pole(1-7) 59.3 Pass RATING= 59.3 Pass 7 *NOTE: Above stress ratios for reinforced sections are approximate. More exact calculations are presented in Appendix C. tnxTower Report-version 8.3.1.2 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.3.1.2 0 o z U p z V J J J?J J J V J W W � tz a ne ax a o z O o O D W O C7e ■ Va ■ 00 ■ \ �r- tV rNr O Fn l � /' \ 'W' J LLJ in in / \ ' W LO 0 0r a ticn n Q 4CIO " 1 / z j 1 / vi vi 0 w J 3 a awJ a a tz �tzt� X03 Ww(D vm p 0`i zc zoo � = U� U N Wz r Wz IS 1h APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.3.1.2 ccopda per T!A-222-H Site BU: 806579 CROWN Work Order: 2403550 (:;cCASTLE Pole Geometry Copyright O 2019 Crown Castle Pole Height Above Section Length Lap Splice Length Number of Sides Top Diameter Bottom Diameter Wall Thickness(in) Bend Radius Pole Material Base(ft) (ft) (ft) (in) (in) (in) 1 108.5 8 0 0 12 12 0.375 A53-B-35 2. 100.5 05 0 12 12.00 14.5 0 375 Auto A53-B-35 3 100 29.58 3,16 12 14.50 21.2603 0,1875 Auto A572-65 41. 73.58 3964 4.13 12 20.16 29.0368 0.28125 Auto A572-65 5 38.07 3807 0 12 27.55 36 0,3125 Auto A572-65 Reinforcement Configuration Bottom Effective Top Effective I Elevation(ft) Elevation(ft) Type Model Number 1 2 3 1 4 5 6 7 8 9 10 11 12 1 0 14 plate 14'TS 1.25"x 7.5" 1 2 0 4 plate 4'T5 1.25"x 7.5" 1 3 0 6 plate 6'TS 1.25"x 7.5" 2 4 0 5.54 plate TS 1.25"x 8.25" 3 5 5.54 28-42 plate MK-1 2 6 8.25 30 plate MK-3 1 7 28.75 35.25 plate MK-4 3 8 4.42 2683 channel MP3-08(1.1875in) 2 9 5.5 27.92 channel MP3-08(1 1875in) 1 10 5.49 1292 channel MP3-08(1 1875in) 1 11 8.75 16.16 channel M133-08(1.1875in) 1 12 26.83 82.08 channel MP3-06(1.1875in) 2 13 27.92 1 82.08 channel MP3-06(1-1875in) 1 14 Reinforcement Details Gross Bottom Top Pale Face to Bottom Termination Net Area Bolt Hole Size Reinforcement B(in) H(in) Area Termination Top Termination Type Termination Lu(in) (in 2) Length(in) Length(in) Centroid(in) Type (in2) (in) Material 11 1.25 7.5 9.375 3.75 Welded n/a Welded n/a 0.750 9,375 0.0000 A572-65 2 1.25 7.5 9,375 3.75 Welded n/a Welded n/a 0,750 9.375 0,0000 A572-65 3 1.25 7.5 9,375 3.75 Welded n/a Welded n/a 0,750 9,375 0,0000 A572-65 4 1.25 8,25 10,3125 4,125 Welded n/a Welded n/a 0.750 10,313 1 0,0000 A572-65 5 7 1 7 0,5 Welded n/a Welded n/a 16.000 5,750 1,1875 A572-65 6 7 1 7 0,5 Welded n/a Welded n/a 16=0 5,750 1,1875 A572-65 7 4 1 4 0,5 PC 8.8-M20(100) 21 PC 8.8-M20(100) 21.000 20,000 2,063 1.8750 A572-65 8 7.93 2,8 10.32 0.95 PC 8.8-M20(100) 47 PC 8.8-M20(100) 44.000 24.000 9,370 1.1875 A572-65 9 7.93 2,8 10.32 0 9S PC 8 8-M20(100) 47 PC 8 8-M20(100) 44 000 24,000 9,370 1.1875 A572-65 10 7.93 2,8 10.32 095 PC 8.8-M20(100) 47 PC 8.8-M20(100) 44.000 24 000 9.370 1.1875 A572-65 11 7.93 2.8 10.32 0.95 PC 8.8-M20(100) 47 PC 8.8-M20(100) 44.000 24.000 9.370 1.1875 A572-65 12 6.89 2.61 8.47 0.93 PC 8.8-M20(100) 41 PC 8.8-M20(100) 41.000 24.000 7.670 1.1875 A572-65 13 6,89 2.61 8.47 093 PC 8..8-M20(100) 41 PC 8 8-M20(100) 41.000 24 000 7.670 1.1875 A572-65 Connection Details for Custom Reinforcements Bolt Edge Dist i Vertical Weld Weld Transverse Horiz.Weld Horiz.Groove Horiz.Groove Horiz. Vertical Rev H Reinforcement End #Bolts N or X Spacing (in) Grade (Horiz.)Weld Length Depth Angle Fillet Size Length(in) Fillet Size Connection (in) (ksi) Type (in) (in) (deg) (in) (in) Capacity(kip) 14'TS 1.25"x 7 5" Top • 70 None 1. 42 0.375 Bottom - - - - 70 UP Groove 14.25 0.625 45 0,625 42 0.313 4'TS 1,25"x 7,5" Top - - 70 None - - _ 1 12 0.375 - Bottom - 70 UP Groove 14.25 0.625 45 0,625 12 0.313 - U TS 1,25"x 7,5" Top - 70 None 1 18 0.375 Bottom - - - 70 UP Groove 14.25 0,625 45 0,625 18 0.313 TS 1,25"x 8,25" Top - 70 None - - 16.62 0.375 Bottom - • 70 UP Groove 15.75 0,625 45 0.625 1662 0.313 MK-1 Top 14 N 3 3 - - - - - - Bottom N - 70 None - 84 0.375 MK-3 Top 13 N 3 3 - Bottom N - 70 None - - - 84 0.375 MK-4 Top 7 N 3 3 - Bottom 7 N 3 3 Mpole-version 5.1.2 Page 1 Analysis Date: 7/18/2025 TNX Geometry Input Increment(ft): 5 Export to TNX Lap Splice Length Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 108.5 - 103.5 5 0 12.000 12.000 0.375 A53-B-35 1.000 2 103.5 - 100.5 3 0 0 12.000 12.000 0.375 A53-B-35 1.000 3 100.5 IQO 0.5 0 12 12,000 14.500 0.375 A53-B-35 1.000 4 100 - 95 5 12 14,500 15.643 0.1875 A572-65 1.000 5 95 - 90 5 12 15.643 11 16 785 0.1875 A572-65 1,000 6 90 - 85 5 12 16.785 17,928 1 0.1875 A572-65 1.000 7 85 - 82.08 2.92 12 17.928 18.595 0.1875 A572-65 1.000 8 82.08 - 81,83 0.25 12 18.595 18.653 0.7875 A572-65 0.808 9 81.83 - 76.83 5 12 18.653 19.795 0.7375 A572-65 0.824 10 76.83 - 73.59 6.41 3.16 12 19.795 21.260 0.7125 A572-65 0.830 11. 73.58 - 68.58 5 12 20.163 21.282 0.78125 A572-65 0.862 17: 68.58 - 63.58 5 12 21282 22,402 0.75625 A572-65 M 0.863 131 63.58 - 58.58 5 12 22,402 23.521 0.71875 A572-65 [ 0.881 144 58.58 - 53.58 5 12 23.521 24.640 0.69375 A572-65 0.888 156 53.58 - 4858 5 12 24.640 25.760 0.66875 A572-65 0.898 ifs 48.58 - 43.58 5 12 25.760 26.879 0.65625 A572-65 0.894 17, 43.58 - 38.58 5 12 26.879 27.998 0.63125 A572-65 [ 0.909 18 38.58 - 38.07 4.64 4.13 12 27.998 29.037 0.63125 A572-65 0.907 191 38.07 - 32.94 5.13 12 27.550 28,688 0.65 A572-65 0.920 20 32,.94 - 30 2.94 12 28.688 29.341 0.6375 A572-65 0.928 21 30 - 29.75 0.25 12 29.341 129.397 0.6625 A572-65 1.007 22, 29.75 - 28.75 1 12 29,397 29,618 0.65 A572-65 1.022 5 23. 28.75 28.5 0.25 12 29.618 29,674 � 0.65 A 72-65 1.021 24 28.5 - 28.25 0.25 12 29.674 29,729 0,9125 A572-65 0.899 25.1 28.25 - 28 I 0.25 12 29,729 29.785 0.9125 A572-65 0.897 2611 28 - 27.75 0.25 12 29.785 29.840 0.9125 A572-65 0.918 27 27.75 - 27.5 0.25 12 29.840 29 896 0.9125 A572-65 0.917 281 27.5 - 26.83 0.67 12 29.896 1 30.045 0.9125 A572-65 0.914 29, 26.83 - 26.58 0.25 12 30.045 30.100 0.9875 A572-65 0.886 30 26.58 - 21.58 5 12 30.100 31.210 0.95 A572-65 0.898 31 21.58 - 16.58 5 12 31.210 32.320 0.9125 A572-65 0.913 32 16.58 - 16.16 0.42 12 32.320 32.413 0.9125 A572-65 0.911 33 16.16 - 15,91 0.25 12 32.413 32.469 0.9125 A572-65 0.910 34 15.91 - 14 1.91 12 32.469 32.892 0.9125 A572-65 0.903 35 14 - 13.75 0.25 12 32.892 32.948 1.0875 A572-65 0.875 36 13.75 - 12.92 0.83 12 32.948 33.132 1.0875 A572-65 0.871 37 12.92 - 12.67 0.25 12 33132 33.188 11125 A572-65 1.002 38, 12.67 - 8.75 3.92 12 33.188 34.058 1.0875 A572-65 1.005 39 8.75 - 8.5 0.25 12 34.058 34.113 0.95 A572-65 1.043 40- 8.5 - 8.25 0.25 12 34,113 34.169 09375 A572-65 1.055 41 8.25 - 8 0.25 12 34.169 34.224 0.9125 A572-65 1.010 42 8 - 6 2 12 34,224 34.668 09 A572-65 1.015 43 6 - 5.75 0.25 12 34,668 34.724 0.9 A572-65 1.014 44 5.75 - 5.54 021 12 34 724 34.770 11375 A572-65 0.959 45 5.54 - 5.29 0.25 12 34.770 34.826 0.725 A572-65 1.050 46 5.29 - 5,04 0.25 12 34.826 34.881 1.3125 A572-65 0 808 47 5.04 - 4.42 0.62 12 34.881 35.019 1.2875 A572-65 0.820 48 4.42 - 4,17 0.25 12 35.019 35.074 1.0375 A572-65 0 828 49 4.17 - 4 0.17 12 I 35.074 35.112 1.0375 A572-65 0.827 50 4 - 3.75 025 12 35.112 35.168 1.0375 A572-65 0.826 51 3.75 - 0 3.75 12 35.168 36.000 1.1375 A572-65 0.818 CClpole-version 5.1.2 Page 2 Analysis Date: 7/18/2025 TNX Section Forces Increment(ft) 5 TNX Output Section Height(ft) PU (K) M"" (kip- Vu (K) ft) 1 108.5 - 103.5 0.45 5.40 0.80 2 103.5 - 100.5 0.62 7.95 0.90 3 100.5 - 100 0.66 8.41 0.93 4 100 - 95 4.27 41.29 5.62 5 95 - 90 8.33 83.76 11.06 6 90 - 85 8.711 140.35 11.59 7 85 - 82.08 8.94 174.66 11.93 8 82.08 - 81.83 9.00 177.65 11.95 9 81.83 - 76.83 12.93 250.06 16.85 10 76.83 - 73.58 13.52 305.49 17.28 11 73.58 - 68.58 19.06 399.35 22.50 12 68.58 - 63.58 20.23 513.43 23.16 13 63.58 - 58.58 21.64 630.47 23.72 14 58.58 - 53.58 23.29 750.28 24.30 15 53.58 - 48.58 24.97 872.95 24.87 161 48.58 - 43.58 26.69 998.40 25.42 17 43.58 - 38.58 28.43 1126.53 25.94 18 38.58 - 38.07 28.62 1139.74 25.99 19 38.07 - 32.94 31.23 1274.44 26.59 20 32.94 - 30 32.07 1352.91 26.84 21 30 - 29.75 32.17 1359.62 26.84 22 29.75 - 28.75 32.48 1386.49 26.93 23 28.75 - 28.5 32.57 1393.22 26.93 24 28.5 - 28.25 32.66 1399.95 26.96 25 28.25 - 28 32.75 1406.69 26.98 26 28 - 27.75 32.85 1413.44 27.01 27 27.75 - 27.5 32.94 1420.19 27.04 28 27.5 - 26.83 33.19 1438.33 27.11 29 26.83 - 26.58 33.2-9 1445.11 27.13 30 26.58 - 21.58 35.2-5 1582.00 27.65 31 21.58 - 16.58 37.24 1721.16 28.05 32 16.58 - 16.16 37.42 1732.94 28.07 33 16.16 - 15.91 37.52 1739.95 28.09 34 15.91 - 14 38.27 1793.73 28.25 351 14 - 13.75 38.41 1800.79 28.25 36 13.75 - 12.92 38.78 1824.27 28.34 37 12.92 - 12.67 38.92 1831.35 28.36 38 12.67 - 8.75 40.95 1944.37 30.46 39 8.75 - 8.5 41.09 1951.99 30.48 40 8.5 - 8.25 41.21 1959.61 30.52 41 8.25 - 8 41.33 1967.25 30.55 42 8 - 6 42.17 2028.65 30.86 43. 6 - 5.75 42.29 2036.36 30.88 44 5.75 - 5.54 42.39 2042.85 30.91 45 5.54 - 5.29 42.48 2050.58 30.95 46 5.29 - 5.04 42.61 2058.32 30.99 47 5.04 - 4.42 42.90 2077.56 31.08 48 4.42 - 4.17 43.01 2085.34 31.11 49 4.17 - 4 43.08' 2090.63 31.14 50 4 - 3.75 43.18 2098.42 31.17 sil 3.75 - 0 44.82 2-216.30 31.71 Mpole-version 5.1.2 Page 3 Analysis Date: 7/18/2025 Analysis Results Elevation(ft) Component Size Critical Element %Capacity Pass!Fail 108.5-103 5 Pole TP12x12xO 375 Pole 4 0% Pass 103.5-100 5 Pole TP12x12xO 375 Pole 5e8% Pass 100.5-100 Pole TP14.5x12xO 375 Pole 4 3% Pass 100-95 Pole TP15.643x14.5x0.1875 Pole 19.1% Pass 95-90 Pole TP 16.785x15.643xO.1875 Pale 34.4% Pass 90-85 Pole TP17.928x16.785x0.1875 Pole 50.7% Pass 85-82.08 Pole TP18.595x17.928xO 1875 Pole 59.1% Pass 82.08-81.83 Pole+Reinf TP18.653x18.595xO.7875 Reinf.12 Tension Rupture 21.7% Pass 81.83-76.83 Pole+Reinf. TP19.795x18,653xO.7375 Reinf.12 Tension Rupture 28.5% Pass 76.83-73.58 Pole+Reinf. TP21.26x19.795xO.7125 Reinf,12 Tension Rupture 33,1% Pass 73.58-68.58 Pole+Reinf. TP21.282x20.163xO.7813 Reinf.12 Tension Rupture 36.3% Pass 68.58-63.58 Pale+Reinf_ TP22.4O2x21 282x0.7563 Reinf.12 Tension Rupture 43.4% Pass 63.58-58 58 Pole+Reinf. TP23.521x22.4024.7188 Reinf.12 Tension Rupture 49.8% Pass 58.58-53.58 Pole+Reinf. TP24.64x23-521 xO.6938 Reinf,12 Tension Rupture 55.4% Pass 53.58-48.58 Pole+Reinf. TP25.76x24.64x0.6688 Reinf,12 Tension Rupture 60.5% Pass 48,58-43.58 Pole+Reinf. TP26.879x25.76x4.6563 Reinf.12 Tension Rupture 65.0% Pass 43.58-38.58 Pole+Reinf. TP27.998x26 879x0.6313 Reinf 12 Tension Rupture 69.1% Pass 38.58-38.07 Pole+Reinf. TP29-037x27.998x0.6313 Reinf.12 Tension Rupture 69.5% Pass 38.07-32.94 Pole+Reinf. TP28.688x27.55x0.65 Reinf.12 Tension Rupture 71.8% Pass 32 94-30 Pole+Reinf. G TP29 341x28.688xO.6375 Reinf.12 Tension Rupture 73.6% Pass 30-29.75 Pole+Reinf. TP29.397x29.341x0.6625 Reinf.13 Tension Rupture 67,8% Pass 29.75-28.75 I Pole+Reinf. TP29.618x29.397x0.65 Reinf.13 Tension Rupture 68A% Pass 28.75-28.5 Pole+Reinf. TP29.674x29.618xO.65 Reinf,13 Tension Rupture 68,5% Pass 28 5-28.25 Pole+Reinf TP29.729x29.674xO.9125 Reinf 5 Compression 57.1% Pass 28.25-28 Pole+Reinf. TP29.785x29.729x0.9125 Reinf 5 Compression 57.2% Pass 28-27.75 Pole+Reinf. TP29,84x29 785xO 9125 Reinf 5 Compression 56,0% Pass 27 75-27.5 Pole+Reinf. TP29.896x29,84xO.9125 Reinf.5 Compression 56.1% Pass 27.5-26 83 Pole+Reinf TP30.045x29.896xO.9125 Reinf.5 Compression 56.5% Pass 26.83-26.58 Pole+Reinf. TP30.1 x30.O45xO-9875 Reinf.5 Compression 53.7% Pass 26.58-21.58 Pole+Reinf.. TP31.21 x30.1 x0.95 Reinf.5 Compression 56.1% Pass 21.58-16.58 Pole+Reinf. ! TP32.32x31.21x0.9125 Reinf.5 Compression 58.3% Pass a 16.58-16.16 Pole+Reinf TP32MU32.320.9125 Reinf.5 Compression 58.4% Pass 16.16-15.91 Pole+Reinf. TP32.469x32.413xO.9125 Reinf.5 Compression 58.5% Pass 15.91-14 Pole+Reinf. TP32.892x32.469xOs9125 Reinf.5 Compression 59.3% Pass 14-13.75 Pole+Reinf. TP32.948x32.892x1.0875 Reinf.5 Compression 55.3% Pass 13.75-12.92 Pole+Reinf. TP33.132x32,948x1.0875 Reinf.5 Compression 55.6% Pass 12.92-12.67 Pole+Reinf. TP33.188x33.132x1,1125 Reinf.5 Compression 55 2% Pass 12.67-8.75 Pole+Reinf. TP34 058x33,188x1.0875 Reinf.5 Compression 56.7% Pass 8.75-8.5 Pole+Reinf. TP34 113x34,058xO.95 Reinf 5 Compression 60.2% Pass 8.5-8.25 Pole+Reinf. TP34.169x34.1130.9375 Reinf 5 Compression 60.3% Pass 8,25-8 I Pole+Reinf. TP34.22434.1694.9125 Reinf.5 Compression 60.7% Pass 8-6 Pole+Reinf. TP34.668x34.224x0.9 Reinf.5 Compression 61.5% Pass --_� 6-5.75 Pole+Reinf. TP34 724x34 668xO.9 Reinf,5 Compression 61.6% Pass 5 75-5.54 Pole+Reinf.. TP34.77x34.724x1.1375 Reinf.8 Tension Rupture 50.2% Pass 5 54-5 29 Pale+Reinf. TP34.826x34.77xO.725 Reinf.3 Compression 70.7% Pass 5 29-5-04 Pole+Reinf. TP34.881x34.826x1.3125 Reinf.8 Tension Rupture 45.4% Pass d 5 04-4.42 Pole+Reinf. TP35..019x34.881x1.2875 Reinf.8 Tension Rupture 45.6% Pass 4.42-4.17 Pole+Reinf. TP35.074x35.019x1:0375 Reinf.1 Compression 54.3% Pass 4.17-4 Pole+Reinf. TP35-112x35.074x1.0375 Reinf.1 Compression 54.4% Pass 4-3.75 Pole+Reinf. TP35.168x35.112x1.0375 Reinf.1 Compression 54.5% Pass 3.75-0 Pole+Reinf. TP36x35.168x1.1375 Reinf.1 Compression 51.4% Pass Summary Pole 59.1% Pass Reinforcement 73.6% Pass Overall 73.6% Pass CClpole-version 5.1.2 Page 4 Analysis Date: 7/18/2025 Additional Calculations Section Moment of Inertia(in) Area fin) %Capacity' Elevation(ft) Pole Relnf. Total Pole Relnf. Total Pale Rl R2 R3 R4 R5 R6 R7 R8 R9 RIO Rll R12 R13 1014.5-103.5 232 n13 232 1S.70 nh 13L70 4.0% 1033-ICO.5 232 n/3 232 13.70 n/a 23.70 5.8% 1005-l00 435 n/;x 435 17.03 n/a 17.03 4.3% 100-95 285 n/a 285 9.32 n/a 9.32 19.1% 95-90 353 n/a 353 10.01 n/a 20.01 34.4% 90-85 431 n/a 431 20.70 n/a 10.70 50.7% 85-82.08 482 n/a 481 11.10 n/a 11.10 S9.1% 82.08-81.83 496 1362 1848 11.13 25.41 36.54 15.2% 21..7* 21-7% 81.83-76.83 582 1515 2097 11.82 25.41 37.23 20.SIX, % 76 83-73.58 650 1619 2269 12.27 25.41 37.68 24.3/. 73.58-68.58 1072 1727 2799 1899 25.41 44.40 24.3% 31.3%, 341.2% 68-58-63.58 1253 1895 3148 20.00 25.41 45 41 29.1`!° 43.4-Y. 4L4% 63.58-58 SB 1453 2072 3525 21.02 2541 46.43 33.51% 4"% 49A% 58 58-S3.58 1673 2256 3929 22.03 25.41 47.44 38.0% 55.4% 55.4% 53.58-48.58 1914 214419 Q0 23.04 *2S.44 0.45 421% 60.5% 00.5% 46.58-43.58 2178 2649 flail 24.05 25_41 4 15Afi 4 4A% 65.0% 65,0% 43.58-30.58 24651 2857 532* -�Jr 25.43 3 'SQAO 84L 69.1% 69.1% 38.53-38.D7 2495 2879 5374 5.17 25,41 50-5$ 5t�24 69.5% 69.5% 341.07.32.94 25]!� 2990 59�5 S1 75.431 5.1.Et2 0.4 C 71.5% 71.8% 32.94-30 3146 331S 6261 �9.11r 23-Al 5449 52-1% 73.6% 73.6% 30. 9.75 3170 1246 6415 rK.0 34.S% SL9% 67.0%■ 67.8`/i 29.7$-ZI 75 9Z3 3291 6534 ".0 n.4! 61.96 S5,1% 57.3% 68.4% 68.4% ZX7'S-286.SS 3t81 3 05 fism 29.$0 #2+4'l frL9t 'N2% 57A% 68.5% 61.5% U-5-28-25 3274 S218 S94t 29.Ss 46.41 75.97 38.3% 57.1% 57.1% 53.8% 53.8% 2&225-28 9n33 5718 5030 29.61 46.41 76.07. 38.4% 57.2%1 57.2% 53.9%1 53.9% 28-27,75 .5312 SUS 9160 29.67 48.26 77.93 39.2% 56.0% 56.0% 52-7% 53.9% 273S-275 3.131 5"1 21" 29.73 U126 77.90 JIM S6.1%« 56.1%1 50.1%i 54.0% 27.5-26 83 3381 5924 9305 29.88 46.26 78.14 39.7% 56.5% 56.5°/F 50.4% 54.3% 2&JB3*36.55 31399 sm 9988 29.93 51.96 81.89 36.2% 53.7% 53.7% 53.0% 50.3%. 26.53-21.58 3794 7052 10846 31.05 51.96 83.01 38.3% 56.1% 56.1%■ 52.5% 52.5% 1.1.557 M-5-3 4217 TS33 11750 32.16 51.96 84.12 40.4°/i 58.3% 58.3% 54.5% 54.5W 16.58-15.16 4254 7574 11828 32.25 51.96 84.21 40.5% 58A°Ja 58 4% 54.7% 54.7%a 16.16-15.91 4276 7598 11874 32.31 51.96 84.27 40.6% 38.5% 58.5% 54.8% 64.8% 25.91-14 4448 7787 12234 32-74 51.96 84.70 41.4% 59.3% 59-3% 55.5% 55.5% 14-13.75 4592 10034 14626 32-79 64.66 97.45 39 /■ 49.4%i 55.3%. 50.6%■ 48.9% 40.61; 13.75-12.92 4670 10139 14809 32.98 64.66 9763 39.8%1 49.7% 55.6% 50.9% 49.2% 40.9% 12.92-22.67 4756 10565 15321 33.03 82.98 215.01 39.6% 35.9% 1 55.2%1 35.0% 47.3% 39.2% 34.6% 40.7% 12.67-8 75 5140 11089 16Z29 33.91 1 81.98 115-88 41.1%1 36.8% 56.7% 36-2°/■ 4B.6% 40.3% 33.8% 41.80% 8.75-8.5 4996 9275 14271 33.96 1 71.66 105.62 42.7%1 37.2% 60.2% 38.6%« 53.2%1 45.0% 35.1% 0.5-8.25 5020 9303 14323 34.02 1 71.66 105.67 1 42.8%� 37.2% 60.3% 36.6% 53.3% 45.1% 35.2% 8.25-8 5020 8869 13$89 34.07 64.66 98.73 43.1% 42.9% 60.7%. 55.4% 45.7% 35.3% 8-6 5220 9084 14304 34.52 64.66 99.18 44.0*Is 43.5%1 61.5% 56.3% 46.3%el 38.9% 6-5.75 5245 9111 14356 34.58 6466 99.23 44.1% 43.61Y 61.6% $5.4% 48.4% 5.75-5.54 5432 12520 17952 34.62 83.41 118,03 40.1% 388%1 41.6%1 49.8% 50.1%/r 55 2% 3z4%.[ 5.54-5.29 5289 6607 1 118% 34.68 4877 8344 54.9% 51.6% 70AW 5.29-5.04 5506 14990 20496 34.74 79.70 114.44 34.9% 41.6% 39.5% 41.1%1 45.3% 5.04-4.42 SS71 15091 20662 34.87 79.70 114.58 35.2% 41.8%% 39.7°1a 4 A2-4.17 5775 11382 17157 34.93 5906 93.99 45.2% 54.3% 43.9% 53.0% 4,17-4 5793 11403 171% 34.97 59.06 94.03 45.3% 54AY. 44.9% 6M% 4-3.75 5820 11432 17252 35,02 59.06 94.09 45.4°/. 54.57, 441*A 6,7 i 3.75-0 5997 14074 20072 35.86 60.44 104.30 1 40-6',Jj 51,4% 414;#% Lk5,n IOJa4 Sr�XOM e3Aai:LT Chwkold UZM 5 aIYCI"tW:. Rating per TIA-222-H Section 15.5. Mpole-version 5.1.2 Page 5 Analysis Date: 7/18/2025 Monopole Flange Plate Connection Elevation=100#t. CC CROWN CASTLE B U# 806579 Applied Lo- Site Name NY Cutchogue 958280 Moment(kip-ft) 8.41 Order# 708220 Rev.1 Axial Force(kips) 0.66 Shear Force(kips) 0,93 TIA-222 Revision H *T!A-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External ,o (_ Co Connection Properties Data (9)1"0 bolts(A193 Gr.B7 N;Fy=10S ksi,Fu=125 ksi)on 25.75"BC Top Plate Data Bottom Plate Data 28 5"OD x 1.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 28.5"OD x 1.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 14.5"x 0 37S"12-sided pole(A53-B-35;Fy=35 ksi,Fu=60 ksi) 14.5"x 0.1875"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) ResultsAnalysis Bolt Capacity Max Load(kips) 1.67 Allowable(kips) 56.81 Stress Rating: 2.8% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): 1.47 (Flexural) Max Stress(ksi): 1.47 (Flexural) Allowable Stress(ksi): 45.00 Allowable Stress(ksi): 45.00 Stress Rating: 3.1% Pass Stress Rating: 3.1% Pass Tension Side Stress Rating: 2.7% Pass Tension Side Stress Rating: 2.7% Pass CClplate-Version 5.1.1 Analysis Date:7/18/202S Monopole Base Plate Connection 0 CROWN CASTLE BU# 806579 Site Name NY Cutchogue 958280 , Order# 708220 Rev.1 UO 00- Analysis TIA-222 Revision H 001 Grout Considered: See Custom Sheet lay(in) See Custom Sheet Loads Moment(kip-ft) 2216.30 Axial Force(kips) 44.82 Shear Force(kips) 31.71 *TIA-222-N Section 15.5 Applied o 0 0-0 0 Connection PropertiesAnalysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) GROUP 1: (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-t=153.81 (�Pn_t=243.75 Stress Rating GROUP 2: (4)2-1/2"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 57"BC Vu=3.96 (�Vn=149.1 60.1% pos.(deg): 63,155,241,334 Mu=n/a c)Mn=n/a Pass Base Plate Data GROUP 2: 42"W x 2.25"Plate(A588-60;Fy=60 ksi,Fu=75 ksi); Clip:6 in Pu t=240.76 (�Pn_t=375 Stress Rating Vu=0 (�Vn=230.1 61.1% Stiffener Data Mu=n/a (M n=n/a Pass N/A Base Plate Summary Pole Data Max Stress(ksi): 41.23 (Flexural) 36"x 0.3125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Allowable Stress(ksi): 54 Stress Rating: 72.7% Pass CClplate-Version 5.1.1 Analysis Date:7/18/2025 ccophle Eievatlon Q) note:Bending interaction not considered when Grout Considered='Yes" Bolt Resist Resist Shear Induce Plate Grout Apply at BARB awa on GrQu Axial ' Sending Considered Elevation iy 1 Yes Yes Yes No No 2 No No No Yes No CustomBolt Connection Bolt Bolt Group Location Diameter in Material Bolt Circle in Eta Factor t in; Thread Type Area Override, Tension Only ID (deg.) ) t .. YP in"2 1 1 37.16.262 2.25 AY515-75 44 Q. 1,75 N-Included NO 2 1 52.83748 2.25 A615-75 44 ;! 1.75 N-Indtrda-d NO 3 1 127.16252 2-25 A615-75 4-4 0.5 1.75 N-Induded I 4 1 142.83748 2.25 A616-75 44 0.6 115 N-Induded NO 5 1 21716252 2.25 A615.75 44 0.a 1.75 N-In-du ed No 6 1 232-83748 2.25 A615-75 44 0:5 1.?5 N-Included No 7 1 3D?.16 52 2-25 A615-75 44 0:5 1.75 N-Included No 8 1 322,83748 2.25 A615-75 44 0 s 1.75 N-Included NO 9 2 63 2.5 A153 r.57 57 M 1.75 N-Included No 10 2 165 2-5 A193 Cr-87 57 015 1.75 N-Included NO 11 2 241 2.5 A193 Gr.67 57 0.5 1.75 N-Included No 12 2 334 2.5 A183 Cr.B7 57 0r5 1,75 N-Included No Plot Graphic O . Mplate-Version 5 11 Analysis Date:7/18/2025 Pier and Pad Foundation CROWN B U#: 805579 Site Name: NY Cutcho9 ue 958; CASTLE App. Number: 708220 Rev. 1 TIA--222 Revision: H Top&Bot.Pad Rein.Different?: [� Tower Type: Monopole Block Foundation?: Rectangular Pad?: Superstructure Analysis •ns Foundation Analysis Compression,P,,,,p: 44.84 kips Capacity Demand Rating* Check Base Shear,Vu_comp: 31.69 kips Lateral(Sliding)(kips) 355.35 31.69 8.5% Pass Bearing Pressure(kso 7.50 2.93 37.2% Pass Moment,M.: 2216.3 ft-kips Overturning(kip*ft) 5062.19 2606.48 51.5% Pass Tower Height,H: 108.5 ft Pier Flexure(Comp.)(kip*ft) 4966,63 2469.82 47.4% Pass BP Dist.Above Fdn,bpdist: 3.75 in Pier Compression(kip) 17996.05 85.56 0.5% Pass Pad Flexure(kip*ft) 2746.39 955.25 33.1% Pass Pad Shear-1-way(kips) 891.38 127.06 13.6% Pass Pier Properties Pad Shear-2-way(Comp)(ksi) 0.190 0.020 10.0% Pass Pier Shape: Circular Flexural 2-way(Comp)(kip*ft) 3840.05 1481.89 36.8% Pass Pier Diameter,dpier: 6 ft Pad Shear-2-way(Uplift)(ksi) 0.190 0.000 0.0% Pass Ext.Above Grade,E: 2 ft Pier Rebar Size,Sc: 11 *Rating per TIA-222-H Section Pier Rebar Quantity,mc: 24 155 Pier Tie/Spiral Size,St: 5 Structural Ratin *' 47.4% Pier Tie/Spiral Quantity,mt: 8 Soil Ifl 51.5% Pier Reinforcement Type: Tie Pier Clear Cover,ccpier:1 3 in .• Properties Depth,D: 10 ft Pad Width,WI: 25 ft Pad Width,W2: 18 Ft Pad Thickness,T: 4 ft Pad Rebar Size(Bottom dir.1),Spl: 8 Pad Rebar Quantity(Bottom dir.1),mpl: 18 Pad Rebar Size(Bottom dir.2),Spw 8 Pad Rebar Quantity(Bottom dir 2),mp2:1 18 Pad Clear Cover,ccpad: 3 •• Pier Rebar Grade,Fy: 60 ksi Concrete Compressive Strength,F'c: 4 ksi Dry Concrete Density,be 150 pcf Soil Properties Soil Unit Weight,y 115 pcf Ultimate Gross Bearing,Quit: 10.000 ksf <--Toggle between Gross and Net Cohesion,Cu: 0.000 ksf Friction Angle,co 33 degrees SPT Blow Count,Nbiows: Base Friction,A: 0.4 Neglected Depth,N: 4.20 ft Foundation Bearing on Rock? No Groundwater Depth,gw: 52 Ft Version 5.1.4 A 2 �SCE ASCE Hazards Report AMMICAN SOCIETY OF CML ENGINES Address: Standard: ASCE1SE17-16 Latitude: 41.029603 No Address at This Location Risk Category: II Longitude: -72.497303 Soil Class: D - Default(see Elevation: 56.84320251123963 ft Section 11.4.3) (NAVD 88) Onr ri # # Cra a n poA Y d 4C�f "tchrr 52 ft F.7Yr-P S,UlncIJ Tunri Island _ f r,l SaYncc Ed 6 fr I rt.7 GurluuYr r �III FkY Itit irk 1aa�rr.}t er Rrve rhea) d Toyip of ' Ic r ay ,, souttiamplon ,# Vila rad taaon• Vol 00 li+rpmn Ba,6 [aft Wind Results: Wind Speed 127 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRi 98 Vmph 100-year MRI 105 Vmph Data Source: ASCEISEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Fri Jul 18 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143, MRl = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. �-it t;j� ehP:::8r kr_r1.C, r Page 1 of 3 Fri Jul 18 2025 ASCE AMMICAN SOCIETY OF CML ENGINE$RS .Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: SS : 0.177 Sa, 0.08 S, : 0.05 T L 6 Fa : 1.6 PGA : 0.096 F„ : 2.4 PGA M : 0.153 SMS : 0.282 F PGA = 1.6 SM, 0.119 I, : 1 SDS 0.188 Cv : 0.7 is r n is De i cgn f �gWnse Spectra m 0.20 I Design Response Spectrum 0.16 0.20 � 0_1� � 0.12 ► 0.15 0.10 0.08 0.10 0.0 0-05 0.04 0.02 01 0-1 0 2 y 5 6 7 0 1 2 3 4 5 Sa(g)vs T(S) Sa( )vs T(S) 0.16 40 -- MCER Vertical Response Spectwni U 11 Design Vertical Response Spectrum see 0.14 0.10 Gr 0-12 0.08 0-1 C' * 1) 0.08 ��� 0.06- fl_05 0.06 � 0.04 +Iw 0.0 ,E 0.03 0.02 — 0.02 0 0_5 1.0 ts 2.0 0 V.- 1 0 1.5 2-0 Sa(g)vs T(s) Sa(9)vs T(s) Data Accessed: Fri Jul 18 2025 Date Source: USGS Seismic Design Maps based on ASCEISEI 7-16 and ASCEISEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCEISEI 7-16 Ch. 21 are available from USGS. Mips//asce_iht zardtool.or_ Page 2 of 3 Fri Jul 18 2025 ASCE AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Fri Jul 18 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data'included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. ht[osJ!ascehazardtooI.orq1 Page 3 of 3 Fri Jul 18 2025