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HomeMy WebLinkAbout1000-96.-1-19.1 (3) • T T • •Mobile. . • ' -• ■ ■ 6 4 SYLVAN WAY PARSIPP ANI',NJ 07054 T—MOBILE SITE NUMBER:LI13544A BUSINESS UNIT #:806579 CROWN 21855 T—MOBILE SITE NAME: CUTCHOGUE SITE ADDRESS: CUTCHOGUE,NY111� CC CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK TOWER HEIGHT: 108'-6" JURISDICTION: SUFFOLK COUNTY ry TOTALLY COMMPTTED. TKK ENGINEERING OPC T—MOBILE ANCHOR SITE CONFIGURATION: 67E5D998E 6160 ° EARSHA TD°°�`b°° r c 5095 MARSHALEE DRIVE,SUITE 300 EL KRIpGE,1,11321075 (al0)712 2 SITE INFORMATION DRAWING INDEX LOCATION MAP CRO\V-N CASTLE USA INC. N'Y CUTCHOGL E 958280 SI IEE'1'# SIT I:I:T D I fSCRLPH ON SITE NAME: North F.11,Ch-9 T i TTELE slmE'1 T-:MOBILE SITE NUMBER: S1I E ADDRESS: 21855 COCNTRY ROAD LI13544A CUTCHOGUE,NY 11935 T [-2 I.NI.RAI NOTIS Pecornc Automobve COLNTY SUFFOLK C-1.1 O\'ERAI.I SITE PLAN BE#:806579 %IAP/PARCI.I,#: 1 000096000100019001 C12 SHE PLAN&LNLARGEDSI'1'E PLAN North Fork Imports Inc nxE A 01,cotiSTRCCTION: EXISTING NY CUTCHOGUE 958280 I.ATITL DE.: 41'1'46.37" C-2 LES M,I I I',VATTON A ANTENNA PLANS LONGTUDF: -72'29'S(O29" C-3 ,ANTENNn&CABLE'.SCHEDULE 21855 COUNTRY ROAD I.AT/I.ONGTYPII: N'AD83 C4 PI.UBING DIAGR:\M CUTCHOGUE,NY 11935 GROUND FI,FVATION; 52.51:T C.5 CABINEI SPECS CURRENT"/ONING: INDL STRI AI. .1URISDICTION: sull OLX COUNT c� EQFIPn ENT sPEl:S " EXISTING 108'-6"MONOPOLE OCCIIIANCYCI.,ASSWIC MON: C F,I AC PANELSCHEDLLRS&CNE LIST!DIAGRAM TYPI'.OF CONSTRUCTION'. IIB G-1 ANTIiNNA GROUNDINGDIAGRA%I t A.D.A.COIIPLIANCI;: I'ACII,ITY IS UNNIANNI.DAND NOT I�OR G-2 GROUNDING DETAILS HL.%I AN HABITATION PROPI:RTY(M NI;R: ARTHURJL NGI:,VAIJ RII'.I.ASSI'.R G-3 GROUNDING DEL-AILS 4 ISSUED FOR: TBD RF.v D,1'I'F. D-1 DESCStIP'lI'll ll1"/12,1 TBD ov/?e,zm� ec noacvssreccllo� u TO\C'I1R OMNII R: CRO\C'N CASTT:I o cem 2000 CORPORATI DRIVE CiANONSBURG,PA 15317 CARRIER/APPLIC:AA I': T-%IOBTLT AI.I.DRAV NGSCONT\INFD HEREINI\RE.FORM\TPFT)1'OR NO SCALI. 4 SYTViAN WAY 22X34.CONTF'Y AL. RACTOR SI TALL\'ER1PLANS AND EXISTING P,A RS I PP A N Y,NJ 117054 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SFLALL TAFNIEDIA ITLYNO IITY THE RNCINFRR IN YVRIIING OP ANY APPLICABLE CODES/REFERENCE APPROVALS ELECTRIC PROVIDER: LONG ISLAND POWER(AUTHORITY DISCREPANCIES BEFORE PRO(LEDING\\iT'III EE WORK OR 631-755-6000 BH RLSPONSI RHI FORSAiAII. DOCUMENTS TELCO PRO\'IDEA: NM MON DE / APPRO\TAI. SIGN.ATTRP. D.VLF 8-7-728-6101 PROJECT DESCRIPTION AIL\\ORKSH,IIT Bl P1.RC(R\-EDAND XLA MRT.MS INS(AT I.ITD TN.ACC:ORDTNCI: OF Af �.. RT IU HIT:Ci"RRFN I MPH( PHONS OTTER POTLOW-INC C ODES AS ADOPTED BY PRCIPER'IY OWNER OR REP. yP 4 0 PROJECT TEAM ATS THLI(1(\I GM ERNING ALITHORITIESMOTH ING IN THESN.PI\NS IS To BIT THI/PLIRPOSI:OF TH IS PROD I(CT IS TO I:NH\NCI'. CONSTRLTD T(11L:Rl1IT\YORK NOT CONIORi\1ING TO THESN.CODES: � BROADS AND CONNL:CTIVITVAND CAPAC'ITVTO THI'. CODF'.TY"PF. CODF', LAND ISE PLANNI'_R A&.F FIRM: CROWN CAS'HJ USA INC. EXISTING ELIGIBLE WIRELESS FACILITY. rr` BUILDING '1120 IBC y 200UCORPORATF.DRIVH MECHANICAL 2020 IMC p\,F% CAN ONSBURC\ F RIVI 'POWER SCOPE OF WORK T-�bIORILR ��''F881� •RENIO\'E(6)ANTENNAS ELEC TRICAL 2020 NEC CROWNAE:./\PPBO\A I.@CR(M N CASTLICO-OA'1 •REMOVE(3)T%IA.s OPERATIONS 09- •REMOVE(2)1 YBRID CABLES CRO\\'N CASTI,H 1200 MACA RT H U R BIND,SUI TE:200 •INSTAI.I.(6),\NTE:NNAS RITIRI fNCI'.DOCCMI:NTS: RF •IN`;T'AI I.O RKHs L'SA INC.DISTRICT MAH\\1\H,N)07430 .INST\I 1,!3)1-5/8"HYJiRU Ci\BLES STRUC7URi\I \'Nr\LYSIS: BY OTHERS CONTACTS: DATED: NEPMORLS 'IBD-PROJEC'I\1ANAGER GROUND SCOPE OF WORK: MOUNT 9NAI.YSIS TRYI.ON PETER ANGELO LUDAS,P.E. TBD •RE YIOY E(2)F HSTING-(21 MIEN CABiNITTJ DATED: 09/01/25 STATE OF NEW YORK •REP O\E(�P,NTS(ING RR BA("IST PAUL PROFESSIONAL ENGINEER RFDS RI LICENSE#094478 •INST%LRLNOY F( B160ITNISTINGDUAl 30 ll:lTEll 0,/31/33 TBll-CONSTRUCTION NIANAGER .(NST AI,I (1`13160 PATTER\CAPINHT CONS'I'RU(:I'ION'\LANAGFR IBD .ANSI ALL(11 6160 EQU1P-NIENT CABINET ORDER 6 61106 •1N STALL(1)RBS660t RPVISiON: 0 •INSTALL(()RP 6651 rL] a I?IAllo� rlaw nox�Vi eERs1�. UNLESS OH—RE]t'1'ING UNDER'1'HE DIRIR IDLE ()P:111fH1\I I'D I R, It iI.TY.I<TI IIi IJ(1C1:\Ilii\'T. THE P_ARTLNS ABOVE HEREBY Al PROVE AND ACCEPT THESE DOCI;MENTS NOTE ANll AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE SHEET NUMBER REVISION: 1,4Ti NPW\CIRI()\P Citi PRIOR TU\CCESSIN G/ENTERING THE SITE Y(1L ML ® ( (� � (ONSIRU(;l'ICIN DESCRIBED HEREIN. ALL CONS'(RI.C'ITON DO(i'%fCN'IS 800;X2 )62 (� T_ U CON',Z0 A(IE CROWN NOC A I(S110)'R8.7011&.(.ROYCE l \t'r>RxIYc,Dnvc a o ARL SIIBiEC'I'LO REVIE V BY 171E LOCAL BI'ILDINC DEPA PMEN I'AND (:ONSTRi'C TIC1N AfANAC:ISR 11FF(IRF AIIi.niGl �`djl� ANY CHAN(:ISAND IIODITI(:ATIONS THIiY YTAY IhfPOSI(. CROWN CASTLE USA INC_ SITE ACTIVITY REQUIREMENTS: GENERAL NOTES. ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL 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: T-MOBILE FEDERAL,STATE,AND LOCAL CODES/ORDINANCES. T Mobile. . .SITE YOU MUST CONTACT THE CROWN CASTLE USA INC.NDC 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 USA INC.CONSTRUCTION MANAGER. 2, THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. 'LOCK 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 AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4SYLVWN SGA I' 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 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO PARSIPP,�IX'I',Ti 07054 REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION DR ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE_ FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS IF 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 MISCEL ANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED,220D0 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 SAFETY CLIMB,INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES,SEQUENCES,AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL BE �'] `A,w1 AND REPORTED TO YOUR CROWN CA57LE USA INC. POC OR CALL THE NBC 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 N MAINTENANCE AND CONTRACTOR NOTICE TICKET TO, BRACING,FORMWORK,SHORING,ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTEC71DN,DR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6, ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH IMICOID TAGS SHOWING THEIR RATED VOLTAGE PHASE a J�I 3, PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. 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 NUMBERS(;.e.PANEL BOARD AND Oc AS THIS INCLUDES,BUT IS NOT LIMITED 70,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 ACTIVITIE5 AND CONSTRUCTION ARE COMPLETED,ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOC UMENT5. WHERE DISCREPANCIES OCCUR BETWEEN PLAN5,DETAILS, 7. PANEL BOARDS(ID NUMBERS)SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES,AND SPECIFICATIONS,THE GREATER,MORE STRICT REQUIREMENTS,SHALL GOVERN. IF FURTHER R EQVIREMEN TS. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(R14 OR LARGER) PLAN5,CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW,THWN,7HWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED, CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN,AND SHALL MEET 10. 5UPPLEM ENTAL EQUIPMENT GRDUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR(#6 OR LARGER)WITH n ANSI/ASSE A10.48(LATEST EDITION);FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY RIFY THE DIMENSIONS, MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE TYPE THHW.THWN,THWN-2,XHHW,XHHW-2,THW,THW-2.RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS' (R14 OR LARGER)UNLESS INDUSTRY CQN CENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE STOW CORD RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48(LATEST EDITION)AND CROWN CASTLE USA INC. ENGINEER OF IF IT 15 RMINED TRECORDI15 LID BEAT THERE ARE NOTIFIED AS DISCREPANCIES AS POSSIBLE, WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. STAN CARD CED-STD-10253,INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR,TYPE TO CABLE(#14 OR LARGE R),WITH CLASS IV CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURES)IN ACCORDANCE WITH ANSI/TIA-322 6. PRIOR TO THE SUBMIS AND OF BBS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE TYPE THHW,THWN,THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. T07ALLY COMMITTED. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND (LATEST EDITION). DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. BETTS (OR EQUAL)_LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75'C(90-C IF AVAILABLE)_ TKK ENGINEERING OPC 5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068"INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, PSC#123266 ACTIVITIES ON CROWN CASTLE USA INC.TOWER SITE"AND LATEST VERSION OF AN51/TIA-1019-A-2012 REGULATIONS AND ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14_ RACEWAY AND CABLE TRAY SHALL BE LISTED DR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE K x n s "STANDARD FOR INSTALLATION,ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ORDINANCES,RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. Yc 6095 MARSHALEE DRIVErSUITE 30016 ANTENNAS." 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 FOR LKRINGE,Ii1D 21075 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. E (410)]12-]0H2 SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY GROWN CASTLE USA INC.PRIOR TO 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. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 90 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/901 AND ALL APPROVED ABOVE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIDUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION 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 OCCURS OR FLEXIBILITY IS NEEDED. COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLAIIDN FOR APPROVAL DY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET AUTHORITY REGARDING THE PERFORMANCE OF THE WORK_ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION_ SCREW FITTINGS ARE NOT ACCEPTABLE. O NUMBER: 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 20. CABINETS,BOXES AND WIRE WAYS SHALL 8E LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND T-MOBILE SITE LV IJI VILER ORDINANCES AND APPLICABLE REGULATIONS. POWER,AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO,AND GROUNDING PLAN THE NEC. LII3544A 8, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS- 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS RECOMMENOATION5 UNLESS SPECIFICALLY 5TATED OTHERWISE. I2. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES-ANY (WI REMOLD 5PECMATE WIREWAY). 9, THE CONTRACTOR SHALL CDNTACT 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. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER(PANDUIT TYPE E OR EQUAL). --11--FF o 10. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED INAGUA AND HANGERS-EXPLOSIVE BE#:806579 WORK SHA F BE SHALL BE PROTECTED AS DRE TIME BAND WHERECONTRACTOR.REEXTREME THE CAUTION ULD BE ION OF THE THE OTHER ITEMS LOCMOOVED FROM THE EXISTING FACILITY,ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES(i.A, POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED,CLOSELY FOLLOW THE wick BE LINES OF THE STRUCTURE MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES,CHANGES N 1 CUTCHOGUE 955280 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 51TE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES CONDUIT SHALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING CREW_THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL A DAILY BA515. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.ALL CONDUIT PPALPATION B)CONFINED SPACE C)ELECTRICAL SAFETY 0 TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO o C `T CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING_CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED 21855 COUNTRY ROAD 11, ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LDCKNUT ON OUTSIDE AND INSIDE. n w� n SPECIFICATIONS,LATEST APPRDVED REVISION. CONCRETE FOUNDATIONS AND REINFORCING STEEL; 24. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET CET CHOGUE,NY 11935 12, CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND TRASH AT STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR THE COMPLETION OF THE WORK. IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER BETTER)FOR EXTERIOR LOCATIONS. 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 ALSO,ASTM A185 AND 25, METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR NON-CORRODING,SHALL MEET OR e 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, EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED EXISTING 100'-6"MONOPOLE 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 (WP OR BETTER)FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL TO BE 1000 p,L. 26. NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA AS 2(NEWEST REVISION)AND BE RATED OF CONTRACTOR,TOWER OWNER,CROWN CASTLE USA INC.,AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM CDMPRESSIVE STRENGTH(V.)OF 3000 psi AT 2B DAYS,UNLESS NOTED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIOR LOCATIONS. 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 27, THE CONTRACTOR SHALL NOTIFY TAI AND OR IN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 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 90"f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT,ROOMS,AND SHELTERS. PLACEMENT_ 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 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 WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ISSUED FOR AND TOWER AREAS_ ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW'T-MOBILE'_ RF.v D.\'I'I M-1 D65C1iI-TNG ll1:IQ,t 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE 11 PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO AN/C)OF 0 45. 30. ALL EMPTY/SPARE CIRCUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION_ 5, ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASTM 09728,2029 BC PORCUIGAI 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 CONDUCTOR COLOR CODE EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS, AS FOLLOWS: SYSTEM CONDUCTOR COLOR 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL R4 BARS AND SMALLER 40 ksi A PHASE DICK MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES 6. RHE CARS AND NG�IRGER CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING.STEEL UNLESS SHOWN OTHERWISE B PHASE RED APWA UNIFORM COLOR CODE. FOR EROSION D SEDIMENT CONTROL 120/24OV,10 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND ON DRAWINGS: _ _ NEUTRAL WHITE STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" GROUND GREEN OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER_ WHRE PROPOSED EXCAVATION i)6 BARS AND LARGER _ 2". A PHASE BLACK 20. CONTRA LES ATORND SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #5 BARS AND SMALLER 1-1 2 B PHASE CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE / RED TEMPORARY SURVEY MARKINGS RETURNED TO LITE OWNER'S DESIGNATED LBCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: _ _ _ 3/4" S _ 120/208V,39 C PHASE BLUE LAB AND WALL5 . ELECTRC POWER LINES.CABLES. I 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED - - NEUTRAL WHITE FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS 1-1/2" CONDUIT,AND LIGHTING CABLES ]_ A TOOLED EDGE OR A 3/4'.CHAMFER SHALL BE PROVIDED AT ALL EXPOSEDGAMESOF CONCRETE,UNLESS NOTED GROUND GREEN GAS,OIL,STEAM,PETROLEUM,OR / of Nom, 22. NO FILL HA EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OTHERWISE,IN ACCORDANCE WITH AGI 301 SECTION.424.. _ _ _ _ _ _ A PHASE BROWN �L.LOW GASEOUS MATERIALS 'A� r OR ICE SHALL NOL BE PLACED IN ANY FILL OR EMBANKMENT_ /gyp ( Oq B PHASE ORANGE LL PURPLE ®COMMUNICATION,ALARM OR LINES, 277/4-, z77/a ,30 c PHASE YELLOW cnBLEs,OR coNoulT AND TRAFFIC Loops � GREENFIELD GROUNDING NOTES. NEUTRAL GREY POTABLE WATER GROUND GREEN RECLAIMED WATER,IRRIGATION,AND y 1. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION AND AC POWER GESS)SHALL BE BONDED TOGETHER AT OR BELOW GRADE BY TWO OR MORE COPPER BONDING CONDUCTORS IN POS(+) RED** � X84408 F% SLURRY LINES ACCORDANCE WITH THE NEC. DC VOLTAGE pV 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-ESUPOTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND NEG(-) BLACKx* SEWERS AND DRAIN LINES SL EHEcrCODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LLSS. *SEE NEC 210 MARKED AND(2) 3. THE NGNRESULTR Is RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND uNOERGRou No wNou1T wsrAuanoN as To PREVENT ANY Loss of coNTINu1ry w THE GROUNDING SYSTEM OR DAMAGE To THE coNoulT AND PROVIDE *�POLARITY MARKED Ar TERMINATION Dvzsrzoza TESTING RESULTS. 4, METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH H6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT ABBRFVAT ONS. AMPS, 5, METAL RACEWAY SHALL NOT BE USED 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 BTS EQUIPMENT. ANT ANTENNA 6, EACH CABINET FRAME SHALL 8E DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,(i6 STRANDED COPPER OR LARGER FOR INDOOR BTA;#2 BARE SOLD TINNED (E) EXISTING COPPER FOR oHER BTS. FILE FACILITY INTERFACE FRAME PETER ANGELO LUDAS,P.E. 7. CONNECTIONS TOO THE GROUND BUS SHALL NOT BE DOUBLED OR STACKED BACK TO BACK CONNECTIONS 2 OPPOSITE SBE OF THE GROUND ARE PERMITTED. GEN GENERATOR 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EDUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE A2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPM GLOBAL POSITIM FOR MOBILE STATE OF NEIN YORK 9. M CONDUCTOR THE COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE PROFESSIONAL ENGINEER 10. USE MOF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL EL AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION LICENSE#094478 I1. EXOTHERMIC WELDS SHALL A USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED EXOTHERMIC WELD CONNECTIONS_ (N) NEW la. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR, NEC NATIONAL ELECTRIC CODE 15 APPROVED ANTIOXIDANT COATINGS(',A CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS (P) PROPOSED _ 16 ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED W A CORROSION RESISTANT MATERIAL PP POWER PLANT I'L1111111-11 AA F 1T"CILVI PDRSCV I87 MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. QTY QUANTITY LT-LESS ,1.11 ]1'1'1\6 L1.1111 'HE DIREC'L'I01: 18. BOND ALL METALLIC OBJECTS WITHIN 6 11 OF MAIN GROUND RING WITH(1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR_ RECTI RECTIFIER OP:1 L1C"KS"D PROFHSSIO-I MI-T h"1-.q 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, RBA RADIO BASE STATION A1. IRTII151Jc)CL11Iti�'T. 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 RET REMOTE ELECTRIC TILT USED,WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(,.G.,NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. BRIT REMOTE RADO HE REDS RADIO FREQUENCY DATA SHEET 20, ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COPPER IN 3/4"NON-METALLIC, FLEXIBLE CONDUIT FROM 24"BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION RRU REMOTE RADIO UNTO SHEET NUMBER REVISION: POINT.THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK.(ADD TRANSITIONING GROUND STANDARD DETAIL A5 WELL). SIAD SMART INTEGRATED DEVICE '^■ 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 _ / O 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 G LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE(FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT 'PUN DISCUIMER: S OR LINES AND STRUCTURES HAVE T Mobile N DIGITIZED FROM PREVIOUS PLAN S OR FROM ASSESSORS MAPS. , ■ ■ ■ ■ ■ ■ R lWN CASTLE USA INC.HAS NOT MPLETED A SITE SURVEY AND / / REFORE MAKES NO: CAS TO EXISTING BUILDING ACCURACY OF INFORMATIMATI ON 4 SYLVAN WAY �ICTED ON THIS SHEET / \\ PARSIPPANY,NJ 07054 C/\\ � CROWN ' C CASTLE } EXISTING BUILDING / w INJ c=1 TOTALLY COMMITTED. TICK CNGIWERING DSC 6035 MAR6HALEE DRIVE.SUITE app ans / EL ) 210]5 (4107,MD\ 1410)]12-]092 } \ (E)108'-6-MONOPOLE \ (E)COMPOUND `\ / / \ T-MOBILE SITE NUMBER (E)T-MOBILE PAD / LI13544A BU#:806579 / NY CUTCHOGUE 958280 21855 COUNTRY ROAD / 7 CUTCHOGUE,NY 11935 APN: 1000096000100019001 / ZONING: INDUSTRIAL Q EXISTIIVG 108'-6"MONOPOLE / / EXISTING BUILDING ISSUED FOR: Itl'.V DATE URWN DFSCIUI'TION DIS./Q 00/28/2021 R(: FOR CONSTRUCTION AI 00 \ / / Z = OF NfLy. / O / / J PETER ANGELO LUDAS,P.E. / \ STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#094478 / \\ I'L'ISA VIOLATION OP LAW POR ANY PERSON, UNLESSTHEY AAE ACDNG UNDERI'HE DIXEC110N OF A UCENSED PAOFESSLONAL ENGINEER, TOALTERTIIIS DOCUMENT. OVERALL SITE PLAN SHEET NUMBER REVISION: 1 SCALE: r-zp'-a (vu s1227 �_ O T • •Mobile• • .I 4 SYLVAN WAY PARSIPPAIX'I,IBJ 07054 (E)T—MOBILE 6 9 EOUIPM ENT PAD CROWN 'Ej CC CASTLE a a a a + + + X X X X X X X X X X—X X X X� + + + .14 + + + Na (E) 108'-6`MONOPOLE + + + TKK ENGINEERING OPC (Ej (E)sFNERaroR Q - CONCRETE' � D D � + + + bX eP UTXeR�6 PAD (E}ICE BRIDGE + + rc 6095MARSHALEE DRNESUITE3006� a (TYP) + + + LKRIDGE,ND 210x5 (a16771a�692 o + + + ::N Q + + + � T (E) T-MOBILE + + I (N)T-MOBILE CABINET / + EQUIPMENT PAD I ERICSSON-616D SITE .'1•a: + (E)T-MOBILE FEEDLINES TO BE REMOVED T-MOBILE SI L E NUMBER: / + F (2)HYBRID CABLES LI13544A T - NEW T-MOBILE FEEDDNE (3)HYBRID GABLE.(1-5/8') MOBILE FEE LN BE#•806579 O — FEEDLINES TO REMAIN 'v v (s)co BLEs(�-s/a J NY CUTCHOGUE 958280 FX XXX (E)SHELTER _ (E)T—MOBILE ICE x (N)T-MOBILE CABINET---__a + BRIDGE+18'—D" 21855 COUNTRY ROAD ERlcSSON-e160 sRELTER + + CUTCHOGUE,NY 11935 + G ' + 1+ II+ EXISTING 108'-6"MONOPOLE + + + (E)UTILITY FRAME / - + + + aM E CONCRETE E PAD E CONCRETE PAD X I a I (TVP) + + + + ISSUEDFOR: JL— SSU .(E)coNCRETE aaD T ° +++�+ + ++� All D,', URGAU D—UP-11, Dn'UQ J o f - - + +\ +�_ _ u os/ae;m� 6r 10-1 "Il—C), u � - (E)coNCRETE PAD' Q 4" x a Q 4- x X XX X� a X X X------- X X J a 41 a UPGRADE CABINET BREAKER Q TO 15DAMP,2-POLE BREAKER S'1� OF NE(1, D Q N � F� BB44T8 09/282023 PETER ANGELO LUDAS,P.E. STATE OF NEW YORK PROFESSIONAL ENGINEER LICENSE#094478 I1119V]OLA190N OP LiW POR 1EDRSON, UNLESS'IHEY ATCE A'TIN(:UNDER'I'HE DIRE(:'FILM SITE PLAN HIi TI IIS 1—I.\IHiXT. O ENLARGED SITE PLAN O ET T SCALE' OF 3/�6"-I'-o°(FHL SIZE) 2 L SCALE: a/a°-I•-o"(FULL ¢E) �i SHEET NUMBER: REVISION: bixn) (/I,nj C-1 .2 0 OBILE EQUIPMENT :NNA CL:90 TOP OF HIGHEST APPUERTENANCE / (E)T-MOBILE ANTENNA TO BE REMOVED NT CL Al (ALPHA) ERICSSON-AIR21 KRC118023-1�2A_B4P T Mobile ELEV.= 126'-5' 20'AZIMUTH (3 TOTAL,1 PER SECTOR) ■ ■ ■ ■ ■ R AND ALL TOWER A2 (E)T-MOBILE ANTENNA TO BE REMOVED VTED EWIPMENT MUST ERICSSON-NR21 KRC118023-1-B2P-84A TRAP OR INTERFERE W/ (3 TOTAL,1 PER SECTOR) 4 SYLVAN WAY PING SAFETY CLIMB � PARSIPPANY,NJ 07054 C4 A4 TOP V. MONOPOLE ELEV. 108'-6' ti (E)T-MOBILE ANTENNA TO REMAIN CROWN RFS-APXVAARR24-43-U-NA20 (3 TOTAL,I PER SECTOR) _ CASTLE E%ISTIN^ n �i� CC - 1 1 ELEV._ EXISTING MCL 1 C3 __ ------------ - _ Bt ELEV.= 102'-0' = .x (GAMMA) �.... ` 1 �• NEW T-MOBILE EQUIPMENT -�260'AZIMUTH (3)ERICSSON-AIR 6419 BN ANTEN— TOP OF T-MOBILE ANTENNA `\ TOTALLY COMMITTEE TICK CNGINCCRING DM (3)COMMSCOPE-60 B2/8R1 ANTENNAS PSC k1272S6 (3)ERICSSON-4460 EXISTING 866 MRRHsOUNTS ELEV.=94'-0" (E)108'-6°MONOPOLE x 6W5 MAR HAUEE DRIVES ITE sm s INSTALLED ON EXISPNG MOUNTS C2 rc 6035 MAR6HALEE DRIVE.SUITE app an E%ISTINC T-MOBILE ACL A 92 ELKRIDGE,M0210T5 ELEV.= 1410)]1 90'-0° _ 2-]092 (E)T-MOBILE EQUIPMENT BOTTOM OF T-MOBILE ANTENNAA (3)RFS-APXVAARR24-43-U-NA20 ANTENNAS (3)ERICSSON-4449 B71 B85A RRHs ELEV.=e6'-0" - 1 W(B ZIIM)UTH INSTALLED ON EXISTING MOUNTS / .�+ L (E)PLATFORM MOUNT TO REMAIN) I 6J \ 1-MOBILE SITE NUMBER.I13544A E, EXISTING MCL ti ELEV.=78-0' BU#:806579 B4 (E)T-MOBILE TMA TO BE REMOVED NY CUTCHOGUE 958280 TWIN STYLE IS AWS (3 TOTAL,1 PER SECTOR) 11711 EXISTING MCL ELEv �o' c' 21855 COUNTRY ROAD -_ - CUTCHOGUE,NY 11935 EXISTING ANTENNA LAYOUT N 2 SCALE: NOT TO SCALE EXISTING 108'-6I MONOPOLE Al / (N)T-MOBILE ANTENNA ISSUED FOR: COMMSCOPE-VV-65B-R1 (3 TOTAL,1 PER SECTOR) Itl'.V DATE DRWN DESCRO'TION DIS./Q A2 (ALPHA) 09/28/202] BC FOR CONSTRUCTION Al I1.0 20'AZIMUTH I (N)T-MOBILE RRH - ERICSSON-4460 82/825 B66 C4 A3 (3 TOTAL, 1 PER SECTOR) I A4 (E)AMOBILE ANTENNA RFS-APXVAAR3-U-NAR) (3 TOTAL,L,1 1 PER SECTOR) 1 (E) 108'-6°MONOPOLE I = OF NE" I C3 m _ - �p�Fp (U�09 y � I _ NEW T-MOBILE FEEDLINE B1 mF I (3)HYBRID CABLE(1-5/87 _269 AZIMtffHop'�fE5610��� (E)T-MOBILE FEEDLINES (E) 108'-6°MONOPOLE \ O9I26Q023 (6)COAX CABLES(1-5/87 -` I cz -, \ 82� I 0 (N)T-MOBILE ANTENNA PETERO LUDAS,P.E. (BETA) ERICSSON-AIR 6419 B41 STATEATE OF OF NEW YORK 140'AZIMUTH (3 TOTAL,1 PER SECTOR) PROFESSIONAL ENGINEER I (E)PLATFORM MOUNT ,,E Iv 83 \ LICENSE#094478 I C, 1'1'ISA VIOLATION OF LAW FOR ANY I`RFSON, 52.5 IT AMSL UNLESSTHEYAREACTINGDNDERTHEDIXECITON B4 OFA-SED FROF ONAL ENGINEER, TOALTERTNIS DOCUMENT. SHEETNUMBER: REVISION: FINAL ELEVATIONSCALE:FINAL ANTENNA LAYOUT SCALE: NOT TO N O SCALE 3 NOT TO SCALE C-2 T • •Mobile. . R 4 SYLV kN WO A' ANTENNA SCHEDULE PARSIPV:Nl',NJ07054 SECTOR POS, TECHNOLOGY BAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDLINE TYPE CENTER MANUFACTURER TILT TILT EOUI PMENT ALPHA Al - - - - - - - - ,2, 1-5/8"COAX cc CROWN ALPHA A2 N25 90 20' ERICSSON AIR 6419 941 Y 0' - (1) 1-5/8"HYBRID CASTE ALPHA A3 L21,L19,N19,019 9O 20" COMMSCOPE W-65B-R1 D' D (1)NEW ERICSSON-4460 32/1325 B66 RRH - ALPHA A4 L6, N6,V 90 20- RFS AIX -U-11 0' 0- (1)EXISTING ERICSSON-4449 B71 B85A RRH - BETA Bi - - - - - - - - (2) 1-5/8"COAX BEfA B2 N25 90 140' ERICSSON AIR 6419 641 D' D' - (1) 1-5/8"HYBRID TOTALLY INq I�q 5p BETA B3 L21,L19,NIS,619 90 140' COMMSCOPE W-658-R1 D' D' (1)NEW ERICSSON-4460 32/1325 B66 RRH - y®����a COMMITTED. tivuGD tl��� TKK ENGINEERING GPC PSC#123266 BETA 134 L6, N6,V 90 140' RFS APXVAARR24_43-U-NA20 0' 0- (i)EXISTING ERICSSON-4449 1371 685A RRH - " r c 5095 MARSHALEE DRIVE rSUITE 300'cn EL KRIpGE,1,11321075 (41A)712 2 GAMMA C1 - - - - - - - - (2)1-5/8"COAX GAMMA C2 N25 90 260' ERICSSON AIR 6419 841 D' D' - (1) 1-5/8"HYBRID GAMMA C3 L21,L19,N19,G19 9O 286 COMMSCOPE W-658-R1 D' D' (1)NEW ERICSSON-4460 32/1325 366 RRH - T-MOBILE SITE NUMBER: GAMMA C4 L6, N6,V 90 260' RFS APXVAARR24-43-U-NA20 0' 0' (1)EXISTING ERICSSON-4449 B71 B85A RRH - L113544A BE#:806579 NY CUTCHOGUE 958280 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 /--7-,\ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE ISSUED FOR: RF.v DA'I'F. DRAD DESCStIP 111 ll1:5.NI oB/?e,zm� 6c PoacclssrecA,., u �O MOUNTING BRACKET .SPS 4 Y0 (SUPPLIED W/ANTENNA) o �� BB44i8 sit, ANTENNA MOUNTING PIPE NEW DID-023 ANTENNA INSTALLER Nor F: PETER ANGELO LUDAS,P.E. STATE OF NEIN YORK I.ALL PIPES, BRACKETS,AND MISCELLANEOUS PROFESSIONAL ENGINEER HARDWARE TO BE GALVANIZED UNLESS LICENSE#09U78 NOTED OTHERWISE. MOUNTING BRACKET (SUPPLIED W/ANTENNA) L[IS9V'IOLS'190V on L9W Pax 141'PDRSOV. LNUESS'LE—SUE V PING UNDER'1'HE DIREC'IDGE aP:1 I.IfHRSE.D PROFF.SSLO�,\I.F_VC hRF.R, id-1-111.11-0 . ANTENNA MOUNTING DETAIL SHEET NUMBER REVISION: 2 SCALE: NOT TO SCALE C_3 0 T • -Mobile- 4 SYLV kN WAY P ARSIPP�Nl,NJ 07054 CCCROWN CASTLE KIB+ B I '� GI ItoTOTALLY COMMPTTED. : Is TKK ENGINEERING OPC PSC#123266 Ardanna xntenns . E.95MARSHALE De.�.UITERo, rc 5095 MARSHALEE DRIVE,SUITE 300 cn EL M KRIpGE,1,1021075 (4 0)712_2 UN600 L21 T-:MOBILE SITE NUMBER: B4' LI13544A 2.5 1 Cz L700 L 1 9 BE#:806579 f R-i-LTE ���� NYCUTCHOGUE958280 G SM, 21855 COUNTRY ROAD j. CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE ISSUED FOR: RF.v L 1 : DR,� DES<1tIP'll IIv Q, oB/a z o ec r e ulssrewroN u RsdiO Rrad1a o B12+B1i �� BB44i8 it i 5vzsrzoza PETER ANGELO LUDAS,P.E. STATE OF NEIN YORK PROFESSIONAL ENGINEER LICENSE#094478 PLUMBING DIAGRAM SCALE: NOT TO SCALE rI'Isevioca'rio�on r<�w Pox�Nr eDRso�. UN LESS V I'IN'G UNDERI'HE DIREC'HIGN ()P:1 I.IfHNSE.D PROFF.SSLON,\I.F_VC hHF.R, id.TY.I<TI IIS IJ(1C1:\Ilii\'T. If SHEET NUMBER C-4 I REVISION: 0 EQUIPMENT NOTES EQUIPMENT NOTES: HEIGHTxWIDTHx DEPTH. 63.0"x 26:0",34.0" HEIGHTxWIDTH DEPTH: 63.0"x 26.0"x 28.0" WEIGHT(ENPTvJ.. 320 LBS (,600.Omm x 6600mm x E,E13ro) T • •Mobile• • . wEIGHr EMPTY) zes Les 1134 kP) wacnr(FULLY Lonoeo INT BATTERIES). lsoo LBS Q WE GH (FULLr Lanoeo w/eATTERIEsp. z000 Las leoe 6e) 4 SYL\'AIS\Y-:1I' PARSIPP�Nl,ri 07054 2"KNOCKOUTS AP LEA FOR—RM— A LARM CABLE AND TEMP SENSOR ROUTING. UPPER REAR CENTER WORK BEST FOR 0 THIS INSTALL FOR EASE OF INSTALL AND CROWN REPLACEMENT IN THE EVENT OF FAILURE, CONDUIT MUST BE PROPERLY SECURED O TO PREVENT DAMAGE TO CA9INETS AND CC CASTLE OR CABLING ttt��� 0 00 0 00 00 2"KNOCKOUTS WITH RIGID CONDUIT— RINDAND LB FOR 3/0 BATTERY CABLE Q n INSTALL,AND AUX POWER CABLE. OUTSIDE KNOCKOUTS WORK BEST FOR CASE OF INSTALL 00 N 2IKNOCKOUTS FOR AAVANDFBER O O 0 T07 Al I W COMMITTED.ROUTING TET WEEN MACRO C491NFTS ON Y II(NTKKE �N NING N II 6�it SITE.LB WITH RIGID CONDUIT IS TKK ENGINEERING OPC PREFERRED. PSC#123266 2"KNOCKOUTS AT LOWER REAR OF THE ISO VIEW ISO V EW ryrc 6095 MARSHALKA"GE LE D,11321a551TE 300acros CABINET INTENDED FOR HYBRID LE E (4�0J]12I7AG2 CABLES O O O O OHO OHO T-:MOBILE SITE NUMBER: REAR VIEW REAR VIEW LI13544A BE#:806579 NY CUTCHOGUE 958280 21855 COUNTRY ROAD CUTCHOGUE,NY 11935 EXISTING 108'-6"MONOPOLE ISSUED FOR: RF.v DA'I'F. DR�ti D65C3{IP'lIOI� ll1:5./IZ,l oR/2B,Em� ec noaconsresuxo� OF FF PLAN VIEW PLAN VIEW of Af 2"KNOCKOUT,UNUSED ON THIS 00 00 00 00 00 00 SITE FOR DEDICATED CIRCUIT TO SERVICE OUTLET DEDICATED 1"FOR 0 O F GN35/GPS KNOCKOUT ON ,q�Bggie 2"KNOCKOUT ON LEFT HAND 0 RIGHT HAND SIDE OF THE 7FEg8 L�1hX'. SIDE OF CABINET USED AC CABINET,RECOMMEND USING �� POWER,WITH RIGID CONDUIT AND O LL,RATHER THAN LB OR 90 LR.PENETRATION IS DIRECTLY 0 DUE TO CLOSE PROXIMITY a5/2a2a23 BELOW ACCU TO B160 BATTERY CABINET, 0 2"KNOCKOUT,UNUSED ON THIS MAY BE BE USIF R FLEX CONDUIT SITE FOR REDICATER CIRCUIT TO 0 0 SERVICE OUTLET O 0 0 PETER ANGELO LUDAS,P.E. O STATE OF NEIN YORK PROFESSIONAL ENGINEER LICENSE#094478 2"KNOCKOUT ON LEFT BDTTOM O O O O 00 O UNUSABLE 2" 0090 O 0 0 0 0 0 SIDE OF CABINET FOR I KNOCKDUTS DUE TO INTER-BASEBAND CABINET CLOSE PRDXIMITY TO CON NECTINO.A RIGID OR Al BD CABINET FLEXIBLE CONDUIT WITH AN LR LEFT VIEW FRONT VIEW RIGHT VIEW LEFT VIEW FRONT VIEW RIGHT VIEW I'l'Isa`:II�L�'ll�rvOr t_S'roR��l'Pnas ry. WILL BE USED WHEN RUNNING THISCONDUIT TO THE LEGACY LTLESS'LHEt'.1RI]t GXG TADER'1'PER DIRE(:'L'IIRC 6131.5102 ODE OR BIMVAC O Ti+l<T.K)Ir1,11 n F_ f L F. CA NET ��i� I i i"MOCLAiit�'T ERICSSON — 6160 ERICSSON — B160 SHEET NUMBER: REEl SCALE: NOT TO SCALE � SCALE.. NOT TO SCALE LE C-5 T • •Mobile W . R 4 SYLVAN WAY PARSIPPANY,NJ 07054 PROPOSED 1/2"DIAMETER,SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR WITH 3-3/4"NOMINAL EMBEDMENT(ICC ESR-3037).TO BE INSTALLED A MINIMUM OF WabhaI:20B 10771o,(1)IN EACH CORNER OF CABINET.SEE MANUFACTURER'S Input Voltage; opemag:90ro30W., EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS.IT Bara6:90b187W<(4a,a6R„Wl �{ 7.99" I� 15.92 CROWN S ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND Input h uu ISMdR% SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN P .�. CASTLE I-: 30001ifrot on..(v00W am,So 120Nt bpm) cc Pow.,F■NY. >0.98(5010100%Iw6) _r THD: ®%(500100%W) _ EQUIPMENT LOCK BASE FRAME EHI<IantY: 96.9%PN6 -L m WASHER 20.5" 11L i -PLATE Output voltage: 12b58Wc / WASHER Output ®S/9h(62.SA axR®48VdQ �N � P (-3W04WAm12Rmbpm) TOTALLY COMMIC MECHANICAL SPECIFICATIONS TKK CNGINCCRING DIC Load Regulation: .As%(amX) E%SON:AIR6419 841&d I pSC#123286 a Line Regulation: ca0.1%(mR) HLENGTH:EIGHT: 34.49 IN 603 s 19.92 IN e•a 5 MARGH4LEE DRIVEf6UITE app an 51PE FRONT WIDTH: 7.99 IN -RIDGE,MD21075 ° n A Tran-1 RnspwN: s3%M40b90%Wuw WEIGHT: 81.84 LBS (410)71z7Da2 4 a MOUNTING KIT:SXK 109 2065/1 ° Q VNO Mnh.<534Fm( WEIGHT: 13.0 LBS W&lal:<260nN RIAS(10k To 1DW%) ° A a <I80aW pkb pt(1QIbb1006W) ° a r.*-IkN n■ 12D9R� T-MOBILE SITE NUMBER A° a a Amosk <600®16(3h),30^1 LI13544A a ■■: aw13330 BU#:806579 Dbmdm aRal IIII�RC 1.6x,W41W s 1110 NY CUTCHOGUE 958280 CONCRETE SLAB wrglm laeRaaeTl CABINET ANCHOR DETAIL CORDEX HP 3.OkW �1ERICSSON - AIR 6419 841 ANTENNA 21855 COUNTRY ROAD SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE CUTCHOGUE,NY 11935 EXISTING 108!-6!!MONOPOLE 0 o ISSUED FOR: Itl'.V DATE DRWN DESCIUI'TION DIS./Q I- BASED BOX ASSEMBLY 09/78/- B(: FOR CONSTRUCTION AI 12.01 - O 1 15.1" 11.9" O POLE DIAMETER: 2.36-4.53" o ode o00 • c MECHANICAL SPECIFICATIONSIIIIIIo O O O O m B WIDTH: OPE: 11 12.0IN B111-RI HEIGHT: 70.35 IN OF NfW WIDTH: 12.01 IN • • tF- o i DEPTH: 4.65 IN 0 • b b • 1201" WEIGHT: 41.67 LBS PLAN VIEW n PLAN FRONT ELEVATION SIDE ELEVATION Fy,6R443e Q� SIZE AND WEIGHT TABLE HEAT SHRINK TUBE 1 6.96" RRU HEIGHT WIDTH DEPTH WEIGHT 0912wma O'31"M7 MECHANICAL SPECIFICATIONS W/0 BRACKET 74,6B^Mq ANDREW: 9.219NA-2 L 'Y HEIGHT: 9.27 IN RADIO 4460 325+B66 17.0" 15.1" 11.9" 109.0 L.S. WIDTH: 6.69 IN �( HYBRID CABLE DEPTH: 12.61 IN m Fi WEIGHT: 4.20 LBS NOTES: � PETER ANGELO LUDAS,P.E. 1. DO NOT PAINT THE RRU.RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S STATE OF NEW YORK METHOD OF PROCEDURE. PROFESSIONAL ENGINEER -� PROPOSED CLAMP KIT LICENSE#094478 (ANDREW PART#600899A-2) SIDE FFRQ IST COMMSCOPE-MCS 2.0 PART 111 ISAVIOLATIONOFLAWPORANYPERSON, WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. UNLRXSTHEYARUACTINGUNDERI'HEDRLECITON SIZE(MxWxD):14.Ox16.Ox0.0 IN. OF A LICENSED PROFESSIONAL-INEER, TOALTERTHIS DOCUMENT. �1COMMSCOPE - VV-65B-R1 ANTENNA �ERICSSON - 4460 B2/B25 B66 RRH- 4460 B2/B25 B66 RRH �T-MOBILE BREAKOUT PENDANT BREAKOUT PENDANT SHEETNUMBER: REVISION: SCALE: NOT TO SCALE � SCALE: NOT TO SCALE � SCALE: NOT TO SCALE C-6 O EXISTING PANEL SCHEDULE T • •Mobile• • �I MA N BREAKER RATING(A). 200 SYSTEM VOLTAGE(V)a 2qG PHASE_1 H CRWIRE_ 3 BRANC _ 30 4 SY'LA-APG WA C WATTAGE B LOAD PER B WATTAGE C PARSITTAN),IBJ 07054 K CIRCUIT DESCRIPTION POLE R PHASE R POLE CIRCUIT DESCRIPTION K T C NO K A B K NC C T orr z z urvurva ry lora CROWN CASTLE 11 2 11W,PSIFECTRI 15 1 K 11 P rrlrnrvo caelrvrr earaKcc T EXISTING UTILITY COMPANY Nis ry 1 ECIMtJV TRANSFORMER TOTALLY COMMPTTED. 21 K K 2A TKK ENGINEERING OPG WIRE AND CONDUIT x P.- GOSLING uTxoa¢n6 s r c 5095 MARSHALEE DRNE.SUITE 30'0 KRIpGE,MD 210775 eL(alolna�oez NOTES EXISTING METER ENCLOSURE ErnwE rr�xon ereEnxEx w aosiTiDN zo 1TAhl 0 M us Uml 9352 SHFTATA 38 D7 EXISTING WIRE AND CONDUIT T—MOBILE SITE NUMBER: OTw<o�NEREK 9 35 LI13544A onA 11.11 G) 161.03 r EXISTING SAYS,2-POLE,NEMA 3R �D15COBNECT LOCATION of MAN BE#:806579 zoo BONDING JUMPER NY CUTCHOGUE 958280 EXISTING PANEL SCHEDULE C 21855 EXISTING WIRE AND CONDUIT CUTCHOGUE,RNY 1935 SCALE: NOT TO SCALE EXISTING 108'-6"MONOPOLE N EXISTING 200A, 120 ISSUED FOR: 240V. 143W,NEMA 3R,POWER PROTECTION / CABINET(PPC)WITH INTEGRATED MANUAL TRANSFER SWITCH, FINAL PANEL SCHEDULE LOAD CENTER,AND FACTORY WIRED GENERATOR INTERFACE FOR RF.v I\' DI(\� DEHEGJ1A 11 MI 1,QA PORTABLE GENERATOR CONNECTION U BRANCH CB30 09/28 gr I PCJNSIP.LCHc16 u MAIN BREAKER RATING(A). 200 SYSTEM VOLTAGE N): 240 PHASE. I WIRE. 3 . C WATTAGE B LOAD PER g WATTAGE C K CIRCUIT DESCRIPTION POLE R PHASE R POLE CIRCUIT DESCRIPTION K T C NC K A B K NC C T 3 orr I 1K 1NKN.N[oFFI i INSTALL NEW 150A,2-POLE BREAKER s e �(occuPlEs a SPACES)IN PAC r oNKNowK lKrrl � ✓,/ a uo/2 9 z soacE om.Ecroe 10 �� Iz _ F Ew 111K 18 BB44i8 (s)i/o WITH As GROUND IN 1-1/2"CONDUIT NL aslzsrza23 29 o IG TPOFAL EXISTING 1, ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE A PHASE BTS CABINET COPPER.ALL CONDUCTORS SHALL BE THHW,THAN, NOTES THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 sau lvu Ir]I NENEw w oP-rsw,11TVxIR rox PreoPDEED ci so us(`N) 0 L J UNLESS NOTED OTHERWISE. �a-zon axDixrroa axoaucro crcl ous(w) 13680 2. CONT RAC HE ELR IS TO LEC ELECTRICAL DND VERIFY ALL EXISTING S G LINE DIAGRAM AND NOTIFY THE STATE PETER TNGELO LUDAS,E OFLNEVV YORK _ aM 57.00 ENGINEER OF ANY DISCREPANCIES. PROFESSIONAL ENGINEER NN �nm IKwI 13.68 3. ALL GROUNDING AND BONDING PER THE NEC. LICENSE#094478 iry N1 143.00 LUIS 1\]OLA'11O1 OP LOTS ID-111.111, PELES'IHEYARE.]I'1'AGO HAFEAR'I HE DIREITIJN OP:\I.ICHKSN.D I�RC)FH� )t\,1L F-VCLKHF.R, �. iIi TI IIS1JClCL\IHi\'T. FINAL PANEL SCHEDULE ONE LINE DIAGRAM SHEET NUAIRER: REVISION: SCALE: NOT TO SCALE (3)SCALE. NOT TO SCALE E-1 T • •Mobile. . R 4 SYLV kN WAY PARSIPV;Nl',ri 07054 CCCROWN CASTLE TOTALLY COMMPT4ED. TKK ENGINEERING OPC PSC#123266 ryr s 5095 MARSHALEE DRIVE rSUITE 300'sns EL KE GE,1,1132107575 (E)MOUNT PIPE(TYP) (4101]12_2 NEW FRH(TYP) ALPHA BETA GAMMA (E)BRIT(TYP) T-:MOBILE SITE NUMBER: NEW FRH(TYP)� �(E)ANTENNA(TrP) LI13544A BE#:806579 NY CUTCHOGUE 958280 21855 COUNTRY ROAD I I I I I I CUTCHOGUE,NY 11935 I I I I I I I I I I I I EXISTING 108'-6"MONOPOLE IZ 1 1 1 I I 1 ISSUED FOR: \1 \ \ 11 \ \ \1 \ \ DRpti D65<StIP'lICIIR DI:S./lZ.l oI/G3,2m23 R, Poacvssrecclxo� u GROUND WIRE(TYP) SECTOR GROUND BAR(3 TOTAL) UPPER TOWER GROUND RAR �Of Af NarE. N ALL NEW GROUNDS TD BE#6 STRANDED COPPER WITH GREEN INSULATION UNLESS NOTED OTHERWISE- °p4478 pV 9vzsrzaz5 ANTENNA GROUNDING DIAGRAM 1SCALE NOT TO SCALE PETER ANGELO LUDAS,P.E. STATE OF NEIN YORK PROFESSIONAL ENGINEER LICENSE#094478 I'L'LS 1HEY,1'1'IOV OPLUNDER ND R NHE D RSOV. LTZESS'LHEt.IRE]t'I'I.�'G LVDER'I'HR DIREC'PON OP:1 I.IfHI\SN.D PROFF.SSLO,\I.F_VC hHF.R, i�I.TY.I<TI IIi IJ(1C1:\Ilii\'T. SHEET NUMBER G-1 REVISION: 0 8"PVC PLUG TO ANTENNA COAXTO ANTENNA COAX r/FINISH cRADF 8"PVA PLUG CPLD.(TURD.) T ■ ■Mobile ■ ■ n COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR _ PARSIPP�Nl I�'J 07054 o o a o D D D o o D D D o D o 0 0 0 ,. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _101 I 0_1 O° OO suacRADE a a, D D D o o D D D o D D D o 0 0 0 0 0 0 0 0 0 0 #2 SOLID TINNED COPPER #2 SOLID(TEST LOOP) CONDUCTOR TO TOWER/SHELTER NOTCH SIXES OF 8"PVC ICH 40 PIPE CC CROWN A TWO HOLE LONG BARREL TWD HOLE LONG BARREL COMPRESSION WG GROUND RING(2 NP.FOR - TO ALLOW EXIT/ENTRANCE OF COMPRESSION LUG(TYP) (TOP) BOTTOM GROUND BAR ONLY) EXOTHERMIC WELD GROUND RING WIRE CASTLE ST1 C N 4„ L G NOTES- NOTES'. Ii III III 7/B 1. DOUBLING UP OR STACKING'OF CONNECTIONS IS NOT PERMITTED. I. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. TRENCH BOTTOM 2 EXTERIOR ANTIOXIDANT JOINT COMPOUND TO RE USED DN ALL EXTERIOR CONNECTIONS_ 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). TINNED CU EXTERNAL 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL RE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO ER GROUND RING WIRENa GROUND RING WIRE p y y/. �q5p I��qNOTES. NG COPPER CLAD GROUND ROD TOTALLY COM MI tl TED. TKK ENGINEERING UPC 1. GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45 DEGREES FROM THE PSC#123266 VERTICAL x s 2. GROUND WIRE SHALL BE MIN.30'BELOW GRADE OR 6"BELOW FROST LINE. rc 6095MARSHALEE DRIVErSUITE 36616 (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(X) LKRIOGE,Mo 21075 E BID 0) ANTENNA SECTOR GROUND BAR DETAIL �TOWERFFSHELTER GROUND BAR DETAIL INSPECTION WELL DETAIL SCALE Nor To SCALE Q SIA ie Nor To scALE 3 scAE NOT To SCALE T-MOBILE SITE NUMBER: LI13544A BE#:806579 NY CUTCHOGUE 958280 STAINLESS STEEL BOLT (FLA) 21855 COUNTRY ROAD TO TOWER MOUNTED EQUw ME NT STAINLESS AT EL C P>� FLAT WASHER CUTCHOGUE,NY 11)35 TO ANTENNA MONOPOLE 2-HOLE CRIMESSA0 (TYP) PL COMPRESSIOAN e ANTENNA GROUND BAR CONNECTOR EXISTING 100'-61 MONOPOLE LOCATED AT MCL (BONDED TO TOWER STEEL) GROUND DAR STANDARD COAX 2 HOLE LUG(TYPE CABLE GROUND KIT (TYPE STAINLESS STEEL FLAT WASHER #B STRANDED CU WIRE WITH STAINLESS STEEL (TY) ISSUED FOR: BELLVILLE WASHER STAINLESS STEEL NUT 6"WIDE METALLIC HTEL RF.v 111 : DRQ DD<1tIP'11 IIv IJI:S./ljl GREEN, fiODV,THWN TYPE GRADE W2RNDIEP HLOCATOR TAPE AT 09/8223 BC LPC 11�S1'RTIIIOI\ u INSULATION(OR As DED SINGLE CONNECTOR AT GROUND BARS 11 WITH GROUND KIT)(TYP) STAINLESS STEEL BOLT 4� D CHANICAL CONNECTION YP) STAINLESS STEEL AX GROUND BAR WITH FLAT WASHER - w EXOTHERMIC WELD COAX CABLESULATORS,CONNECTED (LIP FOR ALL) RECTLY TO THE BOTTOM DRAGON TOOTH WASHER w MONOPOLE.SEE NOTE 1. (TYP) STEELTO BTS EQUIPMENT VIA2/0 TINNED BARE LRAY OR ICE BRIDGECOPPER WIRE 2-HOLE CRIMP/ GROUNDRING 2 COPPER WIRE COMPRESSION STAINLESS STEEL # OF NMONOPOLE PIER FLAT WASHER SOLID,TINNED FOR CARRIER AND ICE �1CONNECLORGROUND WIRE �Typ) BRIDGEGROUND LOOP P ( OSEE NOTE 3 STAINLESS STEEL NUT STAINLESS STEELcaouNS WIRE BELLVILLE waSHER ( ) GRouNS RING 2/o FORNOTE 3 TOWER GROUND LOOP (TYP) -- -�� SINGLE CONNECTOR AT STEEL OBJECTS OB44ie INSPECTION WELL EXOTHERMIC WELD(TVP) FB SALESSTAINLESS STEEL SELF STAINLESS STEEL 00/262023 -1- -DI LATWASHER 1, NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA METALRUJNG SCREW F LOCATIONS AND CONNECTION ORIENTATION,COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TYP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT,PROVIDE AS REQUIRED, CLAD STEEL ROD W/MIN_ 2. ONLY MECHANICAL CONN2-HOLE CRIMP/ 5/8 0 x 10'-0"LONG ECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. COMPRESSION LOWERS ALL MECHANICAL CONNECTIONS SHALL DE TREATED WITH AN ANTI-OXIDANT COATING. ONNECTOR 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE PETER ANGELO LUDAS,P.E. RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH J METALLIC OBJECT NOTESSTATE OF NEW YORK WASHER PROFESSIONAL ENGINEER (TYP) 1. GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45 DEGREES FROM THE LICENSE#094478 VERTICAL SINGLE CONNECTOR AT METAL.LICLSTEEL OBJECTS 2. GROUND WIRE SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST LINE. (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(0) LL'1SW\'11L 11 VOP-1AR 1'PDRSCIV. —LESS'LHEY,OCE F1 IRA(,UNDER'1'HE DIREC'PON TYPICAL ANTENNA CABLE GROUNDING ��HARDWARE DETAIL FOR EXTERIOR CONNECTIONS GROUND ROD DETAIL DPA LIfN.Rsnn eRorrsslon,ll.r_�c LnEra, n F r ALTI�.RTI IlSuoa.11I%NT � SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE " SCALE. NOT TO SCALE SHEET NUMBERREVISION: G-2 0 WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8'- 16 NO S 2 BOLT T ■ •Mobile. . . TYPE ITS TYPE 2-YA-2 TYPE DA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8'-16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8"-16 NC­T 2 BOLT 4 SYLVkN WA-1' P ARSIPP�Nl,NJ 07054 \ #2/0 AWG STRANDED VA26-2TC38 3/8'-16 NCS 2 BOLT #H/D AWG STRANDED YA28-2N 1/2"- 16 NC S 2 BOLT TYPE w TYPE VN TYPE NC TYPE 55 TYPE GR BVRNDY GROUND LUG W/ CROWN LONG BARREL HEAT SHRINK (SEE CHART) (CLEAR) NUT AN URGING CC CASTLE pDu (TYP) CONDUCTOR LOCK WASHER (TYP) TYPE VS TYPE VB TYPE PT EYPF OF NOTE: I�y y�/.COMMITTED.BOLT 1, ERIGG EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC GROUND BAR (SEE CHART) TOTALLY COMMI tl TED. MOLDS TO BE USED FOR THIS PROJECT. (TYP) TKK ENGINEERING UPC 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TD GROUND ROD. PSC#123266 BVRNDY TWO HOLE LUG W/ srs LONG BARREL 5095 MARSHALEE DRIVE(SUITE 3IXJ'sns (SEE CHART) KRIDGEMD2IU]5 CADWELD GROUNDING CONNECTIONS E (alolnaToe2 1 B RE WIRE TO BE SCALE: NOT TO SCALE No-OX AT BOTH ENDS STRANDED(GREEN INSULATED)ONLY FOR#6 AWG To ANTENNAS (SEE CHART) T-:MOBILE SITE NUMBER: (SEE NTE 3)INc KIT LI13544A (SEE NOTE 3) ANTENNA CABLE RXZ X,/RX1 WEATHERPROOFING BE#:806579 KIT (TYP) NOiE5 NY CUTCHOGUE 958280 GROUND KIT 1, ALLGROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, COAX JUMPER(LYP.)� (TYP) ALL HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL.ALL HARDWARE ARE TO BE AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG, 21855 COUNTRY ROAD FLAT WASHER AND NUT. CONNECTOR # AWN MECHANICAL LUG CONNECTION CUTCHOGUE,NY 11935 WEATHERPROOFING KIT #6 AWG STRANDED COPPER GROUND WIRE (TYP.SEE NOTE 2) SCALE: NOT TO SCALE (GROUNDED TO GROUND BAR).SEE NOTE 1 &2 COPPER/GALVANIZED COAX GROUND BAR EXISTING 108'-6"MONOPOLE BONDED DIRECTLY TOWER CABLE GROUND KIT CABLE CONNECTOR ANTENNA CABLE #6 AWG MIN.FROM ANTENNA TO BTS EQUIPMENT(TYP.) CABLE GROUND KIT Nores� A ISSUED FOR: 1_ DO NOT INSTALL CABLE GROUND KIT AT A REND AND ALWAYS DIRECT GROUND Rhv DA'I'F. D-1 DESCEP'N IG IRS GO WIRE DOWN TO GROUND BAR. NorEs. onAG,nHE',_el noacoi\Sl-u1o1 AT 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. 00 NOT INSTALL C4BLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND DAR. GROUND BAR ON SHELTER. ICE 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BRIDGE,OR ON ANTENNA TOWER BE USED 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT..COLD SHRINK SHALL NOT BE USED. cAeLE GRouND NIT coNNECTION 0000 0000 OO OO OO SCALE: NOT TO SCALE 0 000 O 0000 0 0 �cRouNO CABLE CONNECTION O O O��')T�\� SCALE: Nor TO SCALE 3/B-11x1"TAMPER ""0 0 'TWO HOLE LUG,01 GROUNDING SHALL BE EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR �e of N� RE5I5TANT BOLT WITH#2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO yp�` A Y0 (TYPE WIRE TO BUILDING SERVICE METAL TOWER INSULATORS GROUND oR GROUND RING SEE NOTE 2. ® GROUNDWIRE WALL BRACKET INSTALLATION ® � OBggie p6. (TYP) ® ® NOTE:MINIMUM OF S/S NUT SCALE_ NOT TO SCALE �_it ® 3 THREADS TO BE FUND) VISIBLE 95/282ms 0 ® ® ® (TYP) 6, ® S/S SPLIT ® W HER BARRL ® 2 HOLE LONG (UNP) #2 TINNED SOLID IN 3/4"LIQUID TIGHT PIPE ® ® E UNIVERSAL COPPER SOLID COPPTINNED ER CONDUIT FROM 24"BELOW GRADE TO ® GROUND BAR(4"x20") LUG S/S FLAT WITHIN 3"TO 6'OF CAD-WELD ��WASHER TERMINATION POINT.EXPOSED END OF PETER ANGELO LUDAS,P.E. LOCK WASHER (TYP) THE LOUIO TIGHT CONDUIT MUST BE STATE OF NEW YORK P/N M10 (NP) SEALED WITH SILICONE CAULK. PROFESSIONAL ENGINEER CTYP7 LICENSE#094478 TWD-HOLE COMPRESSION LUG TIN COATED SOLID CADWELD NOTES COPPER BUS BAR S/S FIAT (TY P) WASHER 1. Dowty LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE ELF (TYP) I'LI i 11-1(11.1—POR 1N1 PLRh V. USA INC.TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091.NO CHERRY N5ULATDR INSTALLED IF REQUIRED LTLE HE}ARE V RA(UNDER'1'HE ED—IDVC MODIFICATION OR DRILLING TO TOWER STEEL I5 ALLOWED IN ANY FORM OR FASHION, S/S BOLT TIE INTO EXISTING AND ND RING (P1 t\S"D PP S 11 rNC h CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (UNP) TO IT-T 1 ..iI-TIf. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SHEET NUMBER REVISION: � DETAIL LUG SC LE OT O SCALE 0SCALED.ENOT TO SCALE O SCALE-TN TNTO SCCALED DETAIL G-3 � � MAILING ADDRESS: PLANNING BOARD MEMBERS '°` P.O. Box 1179 JAMES H.RICH III Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR '� (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSIO " � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: April 28, 2025 Re: Planning Department Report Wireless Upgrade: T-Mobile at Junge 21855 Country Road, Cutchogue SCTM#1000-96.-1-19.1 The Planning Board has found that the requirements of the above-referenced T-Mobile modifications and up-grades have been completed based on the site inspection made April 24, 2025. The improvements are in compliance with the General Requirements of §280-70 and the Planning Department Report dated December 13, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. From: Marie Russo <mrusso@highlanderinc.com> Sent: Monday,March 3,2025 12:47 PM �+6 To: Michaelis,Jessica;Cerezo,Mara P B, H L T- Subject: FW: 21855 County Rd,Cutchogue o p~ ! + Attachments: L113544 Planning approval.pdf �.,� � E� MAR 0 3 2025 Heather asked that I send you the below. Please process for final inspection, souTHOLo rowN Thanks, L W 0a p Marie From: Marie Russo Sent: Monday, March 3, 2025 11:18 AM To: heather.lanza@town.southold.ny.us Subject: 21855 County Rd, Cutchogue Please process for a final inspection! Thanks, Marie Marie Russo Highlander Consultants, Inc. On behalf of T-Mobile 225 Kingston Dr Ridge, NY 11961 516-810-1117 cell MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J LCENSKI Southold,NY 11971 OFFICE LOCATION: JAMES H. RICH III Town Hall Annex MARTIN SIDOR 54375 State Route 25 PIERCE RAFFERTY °^�„ (cor. Main Rd. &Youngs Ave.) � � � AMELIA JEALOUS-DANKSouthold, NYµ „5 °µ Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector AV From: Heather M. Lanza, AICP, Planning Director � Dater December 13, 2023 Re: Planning Department Report Wireless Upgrade: T-Mobile at Junge 21855 Country Road, Cutchogue SCTM#1000-96.-1-19.1 The Planning Department has conducted a review of the proposed upgrade to an existing wireless communication facility pursuant to §280-74 B (2). The proposal is to upgrade the existing T-Mobile antennas and ground equipment at the site referenced above. We have received a report from our wireless technical consultant, CityScape Inc. (attached), which recommends the upgrades be approved as proposed. In addition, the proposal is in compliance with the General Requirements of§280-70, complies with §280-71 (A)(2)(b) as it causes essentially no visible change to the exterior, and the base station equipment conforms with §280-71(A)(2)(a)[2]. Therefore, site plan review by the Planning Board is not required. We recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. No further review is required from Planning for this upgrade. Thank you for your cooperation. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-96.4-19.1 (3) Town of Southold, New York cwyscape C 0 N1 S U L T A N T S , I N C Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 December 11, 2023 C RECEIVED Mara Cerezo, Planner DEC 12 2023 Town of Southold Annex Building 54375 Main Road Southold,NY 11971 Southold Tovvn Planning Board PROVIDER/ID/NAME: T-Mobile/LI13544A/ Cutchogue TOWER OWNER/ID/NAME: Crown Castle/BU#806579/NY Cutchogue 958280 ADDRESS: 21855 Country Road 48, Cutchogue, NY 11935 LATITUDE: 41' 1' 56.29"N LONGITUDE: -72'29' 50.29"W SCTM#: 1000-96-1-19 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted on behalf of T-Mobile ("Applicant") to modify its equipment on an existing one hundred eight-foot, eleven-inch (108' 11") monopole tower (126' 595 at top of highest appurtenance). The tower is owned by Crown Castle and located at 21855 Country Road 48, Cutchogue, New York,see Figure 1. Support Structure & Equipment Per the submitted construction drawings (CDs)' the Applicant proposes to remove six (6) antennas and three (3) tower mounted amplifiers and add six (6) antennas and three (3) remote radio units (RRUs) as detailed in the table below. All work will be done at the ninety (90) foot (centerline of the antennas) elevation of the tower,see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 9 Antennas:3)APXVAARR24-43-U-NA20; 3)VV-65B-R1;3)AIR 6419 B41 3 RRUs:3)4460 B2/B25 1366;3)4449 B71 B85A 9 Cables:6)1-5/8"coax; 3) 1-5/8" hybrid Also proposed, are the removal of two (2)cables to be replaced with three(3)hybrid cables connecting the tower mounted equipment to the ground equipment. All other ground work is minimal and any equipment connections will take place within existing cabinets in the existing lease area, see Figure 4. CDs prepared by NB+C(TKK Engineering DPQ Rev 0,dated 09/28/23, signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-96-1-19 CkyScape T-Mobile/L113544A Page 2 CON S ULTA NTS , INC . Structural Ana The Applicant submitted a Structural Analysis Report prepared by Morrison Hershfield, dated September 6, 2023. The report used TIA-222-H,Risk Category 11 and Exposure Category C standards and concluded, the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure rating is 79.3% out of an allowable 105%which is determined to be structurally compliant,see Figure 5. It is shown that all lines for this proposed modification are inside the monopole, however it is noted that lines to the one hundred seven (107) foot level are shown to be outside the monopole but those are not related to this application, see Figure 6. RF ExposureSafety To verify RF exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report, prepared by Pinnacle Telecom Group, dated December 4, 2023 was submitted, see Figure 7. The report is an analysis of the predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's along with AT&T, Metro PCS and Verizon Wireless showing existing antenna operations at the site. At street level, at the site, the maximum RIF calculations is 27.9859% of the FCC general population MPE limit which is well below the allowable limit for compliance. The results of the FCC RIF compliance assessment in this case are as follows: D At street level, the conservatively calculated maximum RIF level from the combination of proposed and existing antenna operations at the site is 27.9859 percent of the FCC general population MPE limit—well below the 100-percent reference for compliance. In other words, the worst-case calculated RF level — intentionally and significantly overstated by the calculations — is still more than three times below the FCC limit for safe, continuous exposure of the general public. Lj The results of the analysis provide a clear demonstration that the RF levels from the combination of proposed and existing antenna operations will satisfy the criteria for controlling potential human exposure to RF fields,and the antenna operations will be in full compliance with the FCC regulations and limits concerning RF safety. Moreover, because of the conservative methodology and operational assumptions applied in the analysis, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. Town of Southold—SCTM#1000-96-1-19 CkyScape T-Mobile/LI13544A Page 3 C ON S U L T A N T S , INC _ Summar -Approval Recomniended CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and CityScape recommends approval of the application. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, f L Elizabeth Ilerington-Smith Engineering Manager CityScape Consultants, Inc. Town of Southold—SCTM#1000-96-1-19 CRyScape T-Mobile L113544A ON r pR t � - •r t. Figure Town of Southold—SCTM#1000-96-1-19 CKyScape T-Mobile/L113544A Page 5 CON S U LTA N T S , I N C . F. T-MOBILE EOUPMENC ANTENNA CL'90 TOP OF K,-d'14S`APP'i.ERTFRQNCE MOUNT CL.as ANY AND ALL TOWER MOUNTED EQUIPMENT MUST �••=OR INTERFERE W/ SAFETY CUMB TLS'OF li+ 'ILE oh E;r-.v,= 148'-6' EX�51WG MCL c M-504V MCL. gb ELEV. - to'-01 NEW T.-MOBILE ECL�-PuENf:�� 3)EMCSSON-AIR 6419 B41 A1J7-V44,ks _ TCP OF t-I,ma AMDVA OL �3)COMMSCOPE- 61-f54-Rt ANTE"Fa4 �' — (3)C►�,::5:"a - 4460 Et 13515414142. [L[Y. g4"-0 .U.1 . INSTALLED rX';$TIF4i MC')Jf;tS d 3 e v 2; rill +� EXISTING T-MOBILE ACL ELEV -90'-0' fQ T-MOBILE C4a.PPuE*1 ��'w } fiDTFOV Oz 1-=a,Lf.417MA (3)RFS- tP r:ot4!ta i_i^Lr NSG J.�IfE I1,tAa ELE"f:-661-`r (3)ERI INST9B ALLED ONEXd.h10 WLJNTS ELEV. .T!!„45_�l i EXISTING MCL ELEV. 70'-0 S I I I I I I� I I I f il r1 f' (E) 106'-6"+VW000-- NEW T-MOBILE FEEDUNE II (3)HYBRID CABLE(1-5/8') I.. (E)T-MOBILE FEEDUNES J (6)COAX CABLES(1-5/8') I I I f 1r 52 5 FT AMSL Figure 2—Elevation Drawing of Structure Town of Southold—SCTM#1000-96-1-19 c k,, r.,%cape T-Mobile/LI 13 544A Page CONSULTANTS INC . Ej T�MO�+LE�TO BE REMOVED A (ALPHA) 5114—A%21 KRC11W23-1—B2A—B4P 20'AZIMUTH (3 TOTAL,1 PER SECTOR) 112 El1 u '.E,Y{�Ei�lhlts TO t—%WMWEDe — i Idt 11 W23—I —0+* (3 TOTAL 1 PER WCCM) N C4 ,~ A4 (E)T—M0; L.-4-JEF-44A TO REMAIN RFS 1 �1A+4 ;_3—U—NA20 (3 TOTAL.1 PER SECTOR) }may - r B1 * yI (GAMMA) 260'AZIMUTH (E)108'-8'MONOPOLE C2 (BETA) •40'AZIMUTH 93 (E)PLATFORM MOUNT TO REkWN �y CI B4 (E)T—MOBILE TYA TO BE REMOVED TWIN STYLE 1 B AWS (3 TOTAL.1 PER SECTOR) EXISTING ANTENNA LAYOUT NJ YAM :INDT T d k-;LL Al J 9WMS�OPE� ANTENNA 1 f (3 TOTAL,1 PER SE=R) a2 (ALPHA) 20'AZIMUTH (N+ T-JADOU XFN E1 SON—;40 SVD2'Q C4 i4 ._ A3 (3 107AL,1 PER SECIOR) A4 T. h �•,.' �. RFS— P4M } y!%- 3'�rf+L.s KA SECTOR) e y or C3 r 1 r — i Ell r ti (,GAMMA) 2$O'AZIMUTH I (E)108'-8`MONOPOLE C2 - 4 ♦ 1 (BETA) 641 140'AZIMUTH (3 TOTAL.1 PER SECTOR) (E)PLATFORM MOUNT B! Cl B4 ( FINAL ANTENNA LAYOUT Figure 3--Existing and Proposed Antenna Configuration Town of Southold—SCTM#1000-96-1-19 CttyScape T-Mobile 1 L,I13544A Pagel CON S U L T A N T S , I N C . (E) T—MOBILE 6'—Sox 16,-10" EQUIPMENT PAD II I � I � I Q I 4 � 1) T—MOBILE CABINET ERICSSON — 6160 I (E) T—MOBILE FEEDLINES TO B P (2) HYBRID CABLES I NEW T—MOBILE FEEDUNE �— (3) HYBRID CABLES (1-5/ r (E) T—MOBILE FEEDLINES (6) COAX CABLES (1-5/8 I11 (E) T—MOBILE ICE DBILE BATTERY CABINET �'. BRIDGE t 1 S--0 ERICSSON — B160 I �' 1 � ( V- - r I _ •r UPGRADE CABINET BREAKER TO 150AMP, 2—POLE BREAKER , ' ° 0, 5 �. Figure 4—Existing and Proposed Ground Configuration a Town of Southold—SCTM#1000-96-1-19 cKyscap. e T-Mobile/Ll 13 544A Page 8 C 0 N S U L T A N T S I N C Date: September 06,2023 MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway,Suite 500 Atlanta,GA 30346 (770)379-8500 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: L113544A Site Name: Cutchogue Crown Castle Designation: BU Numbers. 806579 Site Name: NY Cutchogue 958280 JDE Job Number: 2100709 Work Order Number: 2255576 Order Number: 656006 Rev.0 Engineering Firm Designation: Morrison Hershfield Project Number: CN7-59582/2300001 Site Data: 21855 Country RD,Cutchogue,Suffolk County,NY 11935- Latitude 41'1'46.57",Longitude-72"29050.29" 108.5 Foot—EEI Monopole Tower Morrison Hershfield is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 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: 111110d§F ''I '111111111111111111,111111F CE Q Igital I ed by La oke G.Lance Cooke,P.E.(NY License No.89337) ate, M.06 Senior Engineer 08, TOV 00c� 089331 FES S EXP 5/30125 tnxTower Report-version 8.1.1.0 Figure 5--Structural Analysis Cover Page Town of Southold--SCTM#1000-96-1-19 C*r4cape T-Mobile/LI 13 544A Page C 0 N S U L T A N T S , T N C . voe W SAFM 0-so CMWWM to 70 r+im TO (2a r TO F-F rkik-Mr 10 i s ! + t *soa u a i +�'� � �ar`E►'to'a nrF= fTa M JT f Qp 4y � f O� 1 � � E �c4r Eaun�txq TR Ica LLM ir#++�,s otic`-�aCrta`a •�1:*,�:_nf��� Figure 6--Feedline Placement Per Structural Analysis Town of Southold-SCTM#1000-96-1-19 Ckyscape T-Mobile 1 LI13544A Page 10 CONSULTANT s , zNC . PINNACLE TELECOM GROUP Professional and Technical Services Tekrom COMA A$ ANTENNA SITE FCC RF ComptiANCE ASSESSMENT ANd REPORT FOR MUNICIPAI SubMISSION PREpAREd FOR T.oMobi[,E NORThEAST LLC SITE L!13544A 21855 COUNTRy Road CUTChOqUE, NY DECEMBER 4, ZO23 14 RI(IqEdAtE AVENUE - SuiTE 260 • CEdae KNo(ls, NJ 07927 • 973.451.1630 Figure 7—RF Exposure Compliance Report Cover Page From: Michaelis,Jessica Sent: Thursday, November 30, 2023 10:48 AM To: Westermann, Caitlin Subject: FW: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application (1113544) Attachments: 806579_NY_CUTCHOG UE_958280_FCD_REV_0_09.28.2023.sss.pdf; 806579_SA.pdf pB.M !- T .._ .C" 2023 From: Marie Russo<mrusso@high landerinc.com> 6uf' aId, ToWn_.. Sent:Thursday, November 30, 2023 10:17 AM Planning Board To: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> � Cc: Cerezo, Mara <marac@southoldtownny.gov>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Subject: RE: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application (1113544) Hi Elizabeth, Attached you will find the CDs together with the structural analysis. I should have the EME report today at which time I will send it right over. I am hoping this will help for your continued review of this site. Thanks, Marie From: Elizabeth Herington-Smith<elizabth@gity, til? g yw p, > Sent:Tuesday, November 28, 2023 8:42 AM To: Marie Russo<rn isso,.ii lb Ianderw ru roi > Cc: Cerezo Mara <n_.._ara c .o :._-a.Jtw: n yw ov> Michaelis,Jessica Subject: NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application Good morning, Cityscape is reviewing the application submitted to the Town of Southold and the application is incomplete.We are in need of a structural analysis and an FCC Compliance Assessment/Report. Also, if you would email the CDs along with the other items it would be appreciated. Once we get the requested documents we can begin our review. Please let me know if you have any questions. Best regards, Elizabeth Elizabeth Herington-Smith VP/General Manager Direct Line:561-541-3104 CITYSCAPE CONSULTANTS, INC. Toll Free: 877-438-2851 www.cit sca a ov.com 1 WWI HIM ///■ Date: September 06, 2023 MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (770) 379-8500 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: Ll13544A Site Name: Cutchogue Crown Castle Designation: BU Number: 806579 Site Name: NY Cutchogue 958280 JDE Job Number: 2100709 Work Order Number: 2255576 Order Number: 656006 Rev. 0 Engineering Firm Designation: Morrison Hershfield Project Number: CN7-595R2/2300001 Site Data: 21855 Country RD, Cutchogue, Suffolk County, NY 11935- Latitude 41° 1'46.57", Longitude -720 29'50.29" 108.5 Foot— EEI Monopole Tower Morrison Hershfield is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 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: 0F NS P CE 000 CD Digitall ed by G. Lance Cooke, P.E. (NY License No. 89337) _ _- La oke ~���'�� ��� " ate, .09.06 Senior Engineer ��oA 089331 08- T00' v 90PE S S10NP EXP 5/30/25 tnxTower Report-version 8.1.1.0 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 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 3 1) INTRODUCTION This tower is a 100 ft Monopole tower designed by Engineered Endeavors, Inc., and later modified by adding a 8.5 ft extension for a total height of 108.5 ft. The tower was modified multiple times to accommodate additional loading. All the modifications are considered in this analysis per their respective PMI reports. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 127 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 3 commscope VV-65B-R1_TMO w/ Mount Pipe 3 ericsson AIR 6419 B41_TMO_CCIV2 w/Mount Pipe 88 0 90'0 3 rfs celwave APXVAARR24_43-U-NA20 w/ Mount Pipe 9 1-5/8 3 ericsson RADIO 4449 B71 B85A T-MOBILE — ........ ......... 3 ericsson RADIO 4460 B2/B25 B66_TMO 88.0 1 Platform Mount [LP 303-1_KCKR-HR-1] Table 2- Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 119.0 L 1 andrew DB81OE-PS 107.0 117'0 1 dbspectra DS7AO8F36U-N 1 1758/8 107.0 1 combilent CP00732 1 1/2 2 - Side Arm Mount [SO 702-1] 3 css X7CAP-480-V w/ Mount Pipe 6 andrew SBNHH-1 D65A w/ Mount Pipe 3 samsung RFV01U-D1A 105.0 telecommunications 6 7/8 102.03 samsung RFV01U-D2A 3 1-1/4 telecommunications 3 raycap RXXDC-3315-PF-48 102.0 1 _ Platform Mount [LP 303-1_KCKR-HR-1] tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 80.0 12 decibel DB845N65ZAXT w/ Mount Pipe 78.0 78.0 1 - Platform Mount [LP 305-1] 9 commscope NNHH-65A-R4 w/ Mount Pipe 3 alcatellucent RRH4X25-WCS 3 alcatel lucent B25 RRH4x30 12 7/8 4 3/4 70.0 70.0 3 nokia BAND 5 AHCA RRH4X40 2 3/8 3 n.... okia AHLBA 2 2C 2 raycap DC6-48-60-18-8F .. 1 - T-Arm Mount [TA 602-3] 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 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 CCISITES 4-POST-MODIFICATION INSPECTION 4896512 CCISITES 3.1) Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements. These calculations are presented in Appendix C. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/230000 1, Order 656006, Revision 0 Page 5 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) S Nttiion Elevation(ft) Co Type Size Critical Element %Capacity Pass/Fail L1 108.5-103.5 PoleTP12x12x0 375 Pole 6.3 Pass L2 103.103.5-100.5Pole TP12x12x0.375 Pole 19.5 Pass L3 100.5-100 PoleTP14.5x12x0.375 Pole 15.1 Pass L4 100-95 Pole TP15.643x14.5x0.1875 Pole 27.6 Pass L5 95-90 Pole TP16.785xl5.643x0.1875 Pole 38.0 Pass L6 90-85 Pole TP17.928x16.785x0.1875 Pole 55.1 Pass L7 85-82.08 Pole TP18.595xl7.928x0.1875 Pole 64.2 Pass L8 82.08-81.83 Pole+Reinf. TP18.653x18.595x0.7875 Reinf. 12 Bolt-Shaft Bearing 25.5 Pass I l L9 81.83-76.83 Pole+Reinf. TP19.795x18.653x0.7375 Reinf. 12 Tension Rupture 30.8 Pass J L10 7683-73.58 Pole+Reinf. TP21.26x19.795x0.7125 Reinf. 12 Tension Rupture 35.8 Pass L11 73.58-68.58 Pole+Reinf. TP21.282x20.163x0.7813 Reinf. 12 Tension Rupture 39.3 Pass J L12 68.58-63.58 Pole+Reinf. TP22.402x21.282x0.7563 Reinf. 12 Tension Rupture 46.8 Pass J L13 63.58-58.58 Pole+Reinf. TP23.521x22.402x0.7188 Reinf. 12 Tension Rupture 53.5 Pass J L14 58.58-53.58 Pole+Reinf. TP24.64x23.52lx0.6938 Reinf. 12 Tension Rupture 59.6 Pass J L15 53.58-48.58 Pole+Reinf. TP25.76x24.64x0.6688 Reinf. 12 Tension Rupture 65.2 Pass J L16 48.58-43.58 Pole+Reinf. TP26.879x25.76x0.6563 Reinf. 12 Tension Rupture 70.3 Pass J L17 43.58-38.58 Pole+Reinf. TP27.998x26.879x0.6313 Reinf. 12 Tension Rupture 74.9 Pass J L18 38.58-38.07 Pole+Reinf. TP29.037x27.998x0.6313 Reinf. 12 Tension Rupture 75.3 Pass J L19 38.07-32.94 Pole+Reinf. TP28.688x27.55x0.8125 Reinf. 12 Tension Rupture 63.7 Pass J L20 32.94-30 Pole+Reinf. TP29.341x28.688x0.8 Reinf. 12 Tension Rupture 65.7 Pass J L21 30-29.75 Pole+Reinf. TP29.397x29.341x0.8125 Reinf. 13 Tension Rupture 61.1 Pass J L22 29.75-28.75 Pole+Reinf. TP29.618x29.397x0.8125 Reinf. 13 Tension Rupture 61.7 Pass J L23 28.75-28.4 Pole+Reinf. 1 TP29.696x29.618x0.9125 Reinf. 12 Tension Rupture 58.5 Pass J L24 28.4-28.17 Pole+Reinf. TP29.747x29.696x0.9125 Reinf. 12 Tension Rupture 58.6 Pass J L25 28.17-27.92 Pole+Reinf. TP29.803x29.747x0.9125 Reinf. 12 Tension Rupture 58.8 Pass J L26 27.92-27.67 Pole+Reinf. TP29.858x29.803x0.925 Reinf. 12 Tension Rupture 58.8 Pass J L27 27.67-26.83 Pole+Reinf. TP30.045x29.858x0.9125 Reinf. 12 Tension Rupture 59.3 Pass J L28 26.83-26.58 Pole+Reinf. TP30.1x30.0450.9875 Reinf.8 Bolt Shear 57.9 Pass J L29 26.58-21.58 Pole+Reinf. TP31.21x30.1x0.95 Reinf.eTension Rupture 57.5 Pass J L30 21.58-16.58 Pole+Reinf. TP32.3201.210.9125 Reinf.8 Tension Rupture 59.9 Pass J L31 16.58-16.16 Pole+Reinf. TP32.413x32.32x0.9125 Reinf.eTension Rupture 60.1 Pass J L32 16.16-15.91 Pole+Reinf. TP32.469x32.413x0.9125 Reinf.8 Tension Rupture 60.2 Pass J L33 15.91 -14 Pole+Reinf. TP32.892x32.469x0.9125 Reinf.8 Tension Rupture 61.1 Pass J L34 14- 13.75 Pole+Reinf. TP32.948x32.892x1.1875 Reinf.eTension Rupture 52.8 Pass J L35 13.75-12.92 Pole+Reinf. 1 TP33.132x32.948x1.1625 Reinf.8 Tension Rupture 53.2 Pass J L36 12.92-12.67 Pole+Reinf. TP33.188x33.132x1.2125 Reinf.8Tension Rupture 52.0 Pass J L37 12.67-8.75 Pole+Reinf. 1 TP34.058x33.188x0.9375 Pole 53.6 Pass J L38 8.75-8.5 Pole+Reinf. TP34.113x34.058x0.9 Reinf.9 Tension Rupture 58.3 Pass J L39 8.5-8.25 Pole+Reinf. TP34.169x34.113x0.8875 Reinf.9 Tension Rupture 58.4 Pass J L40 8.25-8 Pole+Reinf. TP34.224x34.169x0.8875 Reinf.9 Tension Rupture 60.9 Pass J L41 8-6 Pole+Reinf. TP34.668x34.224x0.8875 Reinf.9 Tension„Rupture 61.7 Pass tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/230000 1, Order 656006, Revision 0 Page 6 S Nttiion Elevation(ft) ComponTypeent Size Critical Element %Capacity Pass/Fail L42 6-5.75 Pole+Reinf. TP34.724x34.668x1.1375 Reinf.8 Tension Rupture 55.4 Pass J L43 5.75-5.44 Pole+Reinf. TP34.793x34.724x1.3125 Reinf.8 Tension Rupture 50.0 Pass J L44 5.44-5.19 Pole+Reinf. TP34.848x34.793xl.3125 Reinf.8 Tension Rupture 50.1 Pass J L45 5.19-4.42 Pole+Reinf. TP35.019x34.848x1.2875 Reinf.8 Tension Rupture 50.4 Pass J L46 4.42-4.17 Pole+Reinf. TP35.074x35.019x1.0375 Reinf. 1 Compression 60.1 Pass J L47 4.17-4 Pole+Reinf. TP35.112x35.074x1.0375 Reinf. 1 Compression 60.2 Pass J L48 4-3.75 Pole+Reinf. TP35.168x35.112x1.1625 Reinf. 1 Compression 55.4 Pass J L49 3.75-0 Pole+Reinf. I TP36x35.168x1.2625 Reinf.2 Weldment 58.2 Pass J Summary Pole 64.2 Pass J Reinforcement 75.3 Pass J Overall 75.3 Pass Table 5-Tower Component Stresses vs. Capacity— LC7 Notes Component Elevation (ft) % Capacity Pass/ Fail 1 Flange Connection 100 11.0 Pass 1 Anchor Rods 0 67.6 Pass 1 Base Plate 79.3 Pass 1 Base Foundation (Structure) 52.4 Pass 1 Base Foundation (Soil Interaction) 56.8 Pass Structure Rating (max from all components) = 79.3%* .... 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 8.1.1.0 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A53-B-35 35 ksi 63 ksi A572-65 65 ksi 80 ksi 108.5n TOWER DESIGN NOTES 0 0 1. Tower is located in Suffolk Countv,New York. S o. g g N 2. Tower designed for Exposure C to the TIA-222-H Standard. o 103.5 n 3. Tower desiqned for a 127 mph basic wind in accordance with the TIA-222-H Standard. S S M 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice. Ice is considered to N e m 1oo.s n increase in thickness with heiqht. aPE! 5. Deflections are based upon a 60 mph wind. w o6. Tower Risk Cateqory II. 0 7. Topoqraphic Cateqory 1 with Crest Height of 0.00 ft 95.0 ft 8. CCIPOLE RATING:75.3% N N O 90.0 ft FE I N O 85.0 ft P 82.1 ft ^ s co n n 0 o ^ m 0 76.8 ft 0 4 v 70.4 ft N N O W 68.6 ft o � � N N N � O O N N 63.6 ft m N r N O O N N 58.6 ft ^ o O N N O 53.6 ft N O O> N4 L6 O N 48.6 ft N M � Q cq u O O N N 43.6 ft N 2 m .1 T o0 N O N N 38.6 ft ro v N c o 0 � v 33.9 ft N c 30.0 ft ALL REACTIONS 28.8 ft ARE FACTORED 26.8 ft ® AXIAL o e N 63K N � O 21.6 ft SHEARMOMENT a M 7 K 516 kip-ft 16.6 ft M 14.0 ft TORQUE 1 kip-ft p 12.7 ft 50 mph WIND-1.0000 in ICE o M a 8 ft AXIAL L1945K 6-Oft 4.4 n SHE MOMENT m N M 35 K 2453 kip-ft N o 0.0 n TORQUE 4 kip-ft REACTIONS-127 mph WIND Morrison Hershfield ob:CN7-595R2/2300001 1455 Lincoln Parkway, Suite 500 Project:806579/NYCutchogue 958280 Atlanta, GA 30346 client:Crown Castle USA Drawn by:DB App'd: Consulting Engineers Phone:(770)379-8500 Code: TIA-222-H Date:09/06/23 Scale: NTS FAX: 770 379-8501 Path: Dwg No.E-1 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 8 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: 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 II. 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 56.00 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 OF. Deflections calculated using a wind speed of 60 mph. A 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 Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification q Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice q Bypass Mast Stability Checks q Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 108.50-103.50 5.00 0.00 Round 12.0000 12.0000 0.3750 A53-13-35 (35 ksi) L2 103.50-100.50 3.00 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 9 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 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) 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) L7 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 0.7813 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 48.58-43.58 5.00 0.00 12 25.7595 26.8788 0.6563 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 0.8125 3.2500 A572-65 (65 ksi) L20 32.94-30.00 2.94 0.00 12 28.6885 29.3410 0.8000 3.2000 A572-65 (65 ksi) L21 30.00-29.75 0.25 0.00 12 29.3410 29.3965 0.8125 3.2500 A572-65 (65 ksi) L22 29.75-28.75 1.00 0.00 12 29.3965 29.6185 0.8125 3.2500 A572-65 (65 ksi) L23 28.75-28.40 0.35 0.00 12 29.6185 29.6962 0.9125 3.6500 A572-65 (65 ksi) L24 28.40-28.17 0.23 0.00 12 29.6962 29.7472 0.9125 3.6500 A572-65 (65 ksi) L25 28.17-27.92 0.25 0.00 12 29.7472 29.8027 0.9125 3.6500 A572-65 (65 ksi) L26 27.92-27.67 0.25 0.00 12 29.8027 29.8582 0.9250 3.7000 A572-65 (65 ksi) L27 27.67-26.83 0.84 0.00 12 29.8582 30.0447 0.9125 3.6500 A572-65 (65 ksi) L28 26.83-26.58 0.25 0.00 12 30.0447 30.1002 0.9875 3.9500 A572-65 (65 ksi) L29 26.58-21.58 5.00 0.00 12 30.1002 31.2100 0.9500 3.8000 A572-65 (65 ksi) L30 21.58-16.58 5.00 0.00 12 31.2100 32.3198 0.9125 3.6500 A572-65 (65 ksi) L31 16.58-16.16 0.42 0.00 12 32.3198 32.4130 0.9125 3.6500 A572-65 (65 ksi) L32 16.16-15.91 0.25 0.00 12 32.4130 32.4685 0.9125 3.6500 A572-65 (65 ksi) L33 15.91-14.00 1.91 0.00 12 32.4685 32.8925 0.9125 3.6500 A572-65 (65 ksi) L34 14.00-13.75 0.25 0.00 12 32.8925 32.9480 1.1875 4.7500 A572-65 (65 ksi) L35 13.75-12.92 0.83 0.00 12 32.9480 33.1322 1.1625 4.6500 A572-65 (65 ksi) L36 12.92-12.67 0.25 0.00 12 33.1322 33.1877 1.2125 4.8500 A572-65 (65 ksi) L37 12.67-8.75 3.92 0.00 12 33.1877 34.0578 0.9375 3.7500 A572-65 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 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 in in in (65 ksi) L38 8.75-8.50 0.25 0.00 12 34.0578 34.1133 0.9000 3.6000 A572-65 (65 ksi) L39 8.50-8.25 0.25 0.00 12 34.1133 34.1688 0.8875 3.5500 A572-65 (65 ksi) L40 8.25-8.00 0.25 0.00 12 34.1688 34.2243 0.8875 3.5500 A572-65 (65 ksi) L41 8.00-6.00 2.00 0.00 12 34.2243 34.6682 0.8875 3.5500 A572-65 (65 ksi) L42 6.00-5.75 0.25 0.00 12 34.6682 34.7237 1.1375 4.5500 A572-65 (65 ksi) L43 5.75-5.44 0.31 0.00 12 34.7237 34.7925 1.3125 5.2500 A572-65 (65 ksi) L44 5.44-5.19 0.25 0.00 12 34.7925 34.8480 1.3125 5.2500 A572-65 (65 ksi) L45 5.19-4.42 0.77 0.00 12 34.8480 35.0189 1.2875 5.1500 A572-65 (65 ksi) L46 4.42-4.17 0.25 0.00 12 35.0189 35.0744 1.0375 4.1500 A572-65 (65 ksi) L47 4.17-4.00 0.17 0.00 12 35.0744 35.1121 1.0375 4.1500 A572-65 (65 ksi) L48 4.00-3.75 0.25 0.00 12 35.1121 35.1676 1.1625 4.6500 A572-65 (65 ksi) L49 3.75-0.00 3.75 12 35.1676 36.0000 1.2625 5.0500 A572-65 65 ksi Tapered Pole Properties Section Tip Dia. Area 1 r C I/C J WQ w w/t in int in in in in in int in L1 12.0000 13.6954 231.5910 4.1122 6.0000 38.5985 463.1820 6.8436 0.0000 0 12.0000 13.6954 231.5910 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 714.0068 4.9320 3.9960 21.312 L6 17.3114 10.0210 352.3748 5.9421 8.6949 40.5268 714.0068 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 480.6867 6.5901 9.6325 49.9028 974.0016 5.4699 4.4811 23.899 L8 18.9737 45.1566 1827.8351 6.3753 9.6325 189.7578 3703.6895 22.2247 2.8731 3.648 19.0328 45.3015 1845.4852 6.3957 9.6621 191.0033 3739.4533 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 2098.0937 6.8227 10.2540 204.6125 4251.3066 22.2744 3.3287 4.513 L10 20.2423 43.7808 2034.9593 6.8317 10.2540 198.4554 4123.3792 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 2337.8563 6.9387 10.4445 223.8364 4737.1306 23.9969 3.3100 4.237 21.7576 51.5732 2766.7243 7.3394 11.0243 250.9665 5606.1336 25.3828 3.6099 4.621 L12 21.7664 49.9837 2687.9988 7.3484 11.0243 243.8254 5446.6143 24.6005 3.6769 4.862 22.9251 52.7093 3152.1405 7.7491 11.6041 271.6410 6387.0912 25.9419 3.9769 5.259 L13 22.9384 50.1824 3011.4335 7.7625 11.6041 259.5153 6101.9808 24.6983 4.0774 5.673 24.0971 52.7729 3502.2775 8.1632 12.1839 287.4523 7096.5638 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 3915.3513 8.5728 12.7636 306.7580 7933.5633 26.3279 4.7443 6.839 L15 25.2736 51.6196 3786.0909 8.5818 12.7636 296.6308 7671.6465 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 8645.7009 26.1078 5.1448 7.84 27.5955 55.4116 4863.3643 9.3877 13.9232 349.2986 9854.4945 27.2719 5.4448 8.297 L17 27.6043 53.3515 4691.4860 9.3966 13.9232 336.9539 9506.2225 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 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 11 Section Tip Dia. Area 1 r C I/C J WQ w w/t in int in in in in in int 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 29.1841 69.9514 6382.8755 9.5719 14.2708 447.2688 12933.436 34.4279 5.2058 6.407 3 29.4139 72.9305 7233.5987 9.9796 14.8606 486.7629 14657.232 35.8942 5.5110 6.783 0 L20 29.4183 71.8407 7131.8981 9.9841 14.8606 479.9193 14451.159 35.3578 5.5445 6.931 1 30.0939 73.5217 7644.3546 10.2177 15.1987 502.9626 15489.535 36.1851 5.7194 7.149 0 L21 30.0895 74.6378 7753.6013 10.2132 15.1987 510.1505 15710.898 36.7344 5.6859 6.998 3 30.1469 74.7830 7798.9349 10.2331 15.2274 512.1646 15802.756 36.8059 5.7008 7.016 5 L22 30.1469 74.7830 7798.9349 10.2331 15.2274 512.1646 15802.756 36.8059 5.7008 7.016 5 30.3767 75.3637 7982.0338 10.3125 15.3424 520.2606 16173.764 37.0917 5.7603 7.09 5 L23 30.3414 84.3454 8871.4015 10.2767 15.3424 578.2286 17975.864 41.5122 5.4923 6.019 7 30.4218 84.5736 8943.6236 10.3046 15.3826 581.4110 18122.206 41.6246 5.5131 6.042 1 L24 30.4218 84.5736 8943.6236 10.3046 15.3826 581.4110 18122.206 41.6246 5.5131 6.042 1 30.4747 84.7236 8991.2965 10.3228 15.4091 583.5070 18218.804 41.6984 5.5268 6.057 3 L25 30.4747 84.7236 8991.2965 10.3228 15.4091 583.5070 18218.804 41.6984 5.5268 6.057 3 30.5322 84.8867 9043.3073 10.3427 15.4378 585.7895 18324.192 41.7786 5.5416 6.073 3 L26 30.5277 86.0123 9155.2942 10.3382 15.4378 593.0436 18551.108 42.3326 5.5081 5.955 1 30.5852 86.1776 9208.1737 10.3581 15.4666 595.3604 18658.256 42.4140 5.5230 5.971 3 L27 30.5896 85.0497 9095.5173 10.3626 15.4666 588.0765 18429.984 41.8589 5.5565 6.089 0 30.7826 85.5976 9272.4156 10.4293 15.5631 595.7935 18788.427 42.1285 5.6065 6.144 9 L28 30.7562 92.3945 9957.2304 10.4025 15.5631 639.7959 20176.048 45.4738 5.4055 5.474 3 30.8136 92.5710 10014.386 10.4223 15.5919 642.2822 20291.863 45.5606 5.4203 5.489 9 0 L29 30.8268 89.1703 9671.3708 10.4358 15.5919 620.2825 19596.819 43.8869 5.5208 5.811 2 31.9758 92.5653 10818.610 10.8331 16.1668 669.1880 21921.437 45.5578 5.8183 6.125 0 0 L30 31.9891 89.0216 10430.241 10.8465 16.1668 645.1654 21134.496 43.8137 5.9188 6.486 1 2 33.1380 92.2825 11618.952 11.2438 16.7417 694.0143 23543.146 45.4187 6.2162 6.812 1 9 L31 33.1380 92.2825 11618.952 11.2438 16.7417 694.0143 23543.146 45.4187 6.2162 6.812 1 9 33.2345 92.5564 11722.723 11.2772 16.7900 698.1987 23753.416 45.5535 6.2412 6.84 6 2 L32 33.2345 92.5564 11722.723 11.2772 16.7900 698.1987 23753.416 45.5535 6.2412 6.84 6 2 33.2920 92.7195 11784.785 11.2971 16.8187 700.6955 23879.171 45.6337 6.2561 6.856 8 0 L33 33.2920 92.7195 11784.785 11.2971 16.8187 700.6955 23879.171 45.6337 6.2561 6.856 8 0 33.7309 93.9652 12266.180 11.4488 17.0383 719.9178 24854.606 46.2468 6.3697 6.98 2 6 L34 33.6339 121.2319 15554.568 11.3504 17.0383 912.9176 31517.773 59.6667 5.6327 4.743 7 2 33.6913 121.4441 15636.383 11.3702 17.0671 916.1738 31683.553 59.7711 5.6476 4.756 9 1 L35 33.7002 118.9810 15343.372 11.3792 17.0671 899.0055 31089.831 58.5588 5.7146 4.916 2 8 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/230000 1, Order 656006, Revision 0 Page 12 Section Tip Dia. Area 1 r C 1/C J WQ w w/t in int in in in in in int in 33.8909 119.6706 15611.717 11.4452 17.1625 909.6421 31633.571 58.8982 5.7639 4.958 0 2 L36 33.8733 124.6225 16206.908 11.4273 17.1625 944.3219 32839.590 61.3354 5.6299 4.643 3 2 33.9307 124.8392 16291.580 11.4471 17.1912 947.6683 33011.158 61.4420 5.6448 4.656 4 7 L37 34.0277 97.3553 12924.393 11.5456 17.1912 751.8017 26188.325 47.9153 6.3818 6.807 5 3 34.9285 99.9819 13998.964 11.8571 17.6419 793.5048 28365.698 49.2081 6.6150 7.056 9 1 L38 34.9417 96.0913 13484.706 11.8705 17.6419 764.3550 27323.671 47.2932 6.7155 7.462 4 0 34.9992 96.2521 13552.522 11.8904 17.6707 766.9494 27461.085 47.3724 6.7304 7.478 6 1 L39 35.0036 94.9510 13379.388 11.8948 17.6707 757.1516 27110.267 46.7320 6.7639 7.621 0 4 35.0611 95.1096 13446.535 11.9147 17.6994 759.7157 27246.326 46.8100 6.7787 7.638 5 5 L40 35.0611 95.1096 13446.535 11.9147 17.6994 759.7157 27246.326 46.8100 6.7787 7.638 5 5 35.1185 95.2682 13513.907 11.9346 17.7282 762.2842 27382.840 46.8881 6.7936 7.655 3 0 L41 35.1185 95.2682 13513.907 11.9346 17.7282 762.2842 27382.840 46.8881 6.7936 7.655 3 0 35.5781 96.5368 14061.004 12.0935 17.9581 782.9882 28491.407 47.5125 6.9126 7.789 6 4 L42 35.4899 122.8146 17624.683 12.0040 17.9581 981.4320 35712.386 60.4456 6.2426 5.488 2 5 35.5474 123.0178 17712.332 12.0239 17.9869 984.7365 35889.987 60.5456 6.2575 5.501 6 9 L43 35.4856 141.2041 20119.504 11.9612 17.9869 1118.5658 40767.570 69.4964 5.7885 4.41 4 5 35.5569 141.4949 20244.066 11.9858 18.0225 1123.2651 41019.967 69.6395 5.8069 4.424 5 1 L44 35.5569 141.4949 20244.066 11.9858 18.0225 1123.2651 41019.967 69.6395 5.8069 4.424 5 1 35.6143 141.7294 20344.895 12.0057 18.0513 1127.0621 41224.273 69.7549 5.8218 4.436 0 0 L45 35.6231 139.1334 20002.039 12.0147 18.0513 1108.0687 40529.555 68.4772 5.8888 4.574 9 6 35.8001 139.8420 20309.191 12.0758 18.1398 1119.5931 41151.927 68.8260 5.9346 4.609 0 0 L46 35.8883 113.5234 16732.244 12.1653 18.1398 922.4053 33904.062 55.8728 6.6046 6.366 0 7 35.9457 113.7088 16814.349 12.1852 18.1685 925.4650 34070.431 55.9640 6.6194 6.38 7 2 L47 35.9457 113.7088 16814.349 12.1852 18.1685 925.4650 34070.431 55.9640 6.6194 6.38 7 2 35.9848 113.8348 16870.333 12.1987 18.1881 927.5485 34183.870 56.0260 6.6296 6.39 9 3 L48 35.9407 127.0820 18695.635 12.1540 18.1881 1027.9055 37882.425 62.5459 6.2946 5.415 3 7 35.9981 127.2897 18787.459 12.1738 18.2168 1031.3242 38068.487 62.6481 6.3094 5.427 8 0 L49 35.9628 137.8328 20224.109 12.1380 18.2168 1110.1881 40979.529 67.8371 6.0414 4.785 7 2 36.8246 141.2166 21750.482 12.4360 18.6480 1166.3708 44072.373 69.5025 6.2645 4.962 1 6 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 inin in in L1 108.50- 1 1 1 .... 103.50 L2 103.50- 1 1 1 100.50 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/230000 1, Order 656006, Revision 0 Page 13 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 inin in in L3 100.50- 1 1 1 .... 100.00 L4 100.00- 1 1 1 95.00 L5 95.00- 1 1 1 90.00 L6 90.00- 1 1 1 85.00 L7 85.00- 1 1 1 82.08 L8 82.08- 1 1 0.807804 81.83 L9 81.83- 1 1 0.823832 76.83 L10 76.83- 1 1 0.829574 70.42 Ll 1 70.42- 1 1 0.862184 68.58 L12 68.58- 1 1 0.862831 63.58 L13 63.58- 1 1 0.881 58.58 L14 58.58- 1 1 0.888081 53.58 L15 53.58- 1 1 0.898026 48.58 L16 48.58- 1 1 0.893926 43.58 L17 43.58- 1 1 0.908694 38.58 L18 38.58- 1 1 0.90677 33.94 L19 33.94- 1 1 0.905204 32.94 L20 32.94- 1 1 0.906856 30.00 L21 30.00- 1 1 0.986046 29.75 L22 29.75- 1 1 0.981412 28.75 L23 28.75- 1 1 0.899144 28.40 L24 28.40- 1 1 0.898158 28.17 L25 28.17- 1 1 0.897091 27.92 L26 27.92- 1 1 0.905799 27.67 L27 27.67- 1 1 0.914128 26.83 L28 26.83- 1 1 0.885897 26.58 L29 26.58- 1 1 0.898016 21.58 L30 21.58- 1 1 0.912869 16.58 L31 16.58- 1 1 0.911181 16.16 L32 16.16- 1 1 0.910181 15.91 L33 15.91- 1 1 0.902655 14.00 L34 14.00- 1 1 0.861278 13.75 L35 13.75- 1 1 0.875591 12.92 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 14 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 inin in in L36 12.92- 1 1 0.839788 12.67 L37 12.67- 1 1 1.05733 8.75 L38 8.75-8.50 1 1 0.99151 L39 8.50-8.25 1 1 1.00401 L40 8.25-8.00 1 1 0.929341 L41 8.00-6.00 1 1 0.921755 L42 6.00-5.75 1 1 0.960437 L43 5.75-5.44 1 1 0.809303 L44 5.44-5.19 1 1 0.808358 L45 5.19-4.42 1 1 0.820498 L46 4.42-4.17 1 1 0.827784 L47 4.17-4.00 1 1 0.827201 L48 4.00-3.75 1 1 0.813959 L49 3.75-0.00 1 1 0.739617 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d Diamete r Torque Type ft Position r plf Calculation in in Climbing Pegs A No Surface Ar 108.25- 1 1 -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) A No Surface Ar 107.00- 1 1 -0.470 0.6400 0.15 (CaAa) 8.00 -0.470 LCF158-50JA(1-5/8) A No Surface Ar 107.00- 1 1 -0.470 1.9800 0.80 (CaAa) 8.00 -0.470 LCF78-50JA(7/8) A No Surface Ar 107.00- 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 1 0.500 7.9300 21.4600 0.00 Reinforcement (CaAa) 0.00 0.500 MP3-06 Channel A No Surface Af 85.50- 1 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 MP3-06 Channel C No Surface Af 85.50- 1 1 0.160 6.8900 19.0000 0.00 Reinforcement (CaAa) 30.50 0.500 MP3-08 Channel A No Surface Af 16.88- 1 1 -0.500 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 MK 1 (PL 1x7 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 MK 2(PL 1x7 C No Surface Af 32.00- 1 1 0.330 7.0000 16.0000 0.00 Reinforcement) (CaAa) 0.00 0.330 MK 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 MK 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 MK 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 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 15 Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t Number Per Row d Diamete r Torque Type It Position r plf Calculation in in 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 t Number Leg Torque Type It ft2/ft plf Calculation LDF5-50A(7/8) B No No Inside Pole 102.00-8.00 6 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 RFF-24SM-1206- B No No Inside Pole 102.00-8.00 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 LDF7-50A(1-5/8) C No No Inside Pole 88.00-8.00 6 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 HB158-21 U6S24- C No No Inside Pole 88.00-8.00 3 No Ice 0.00 2.50 xxM_TMO(1-5/8) 1/2"Ice 0.00 2.50 1"Ice 0.00 2.50 LDF5-50A(7/8) A No No Inside Pole 70.00-3.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 FB-1-98-002- A No No Inside Pole 70.00-3.00 1 No Ice 0.00 0.06 XXX(3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 FB-1-9813-034- A No No Inside Pole 70.00-3.00 1 No Ice 0.00 0.05 XXXXXX(3/8) 1/2"Ice 0.00 0.05 1"Ice 0.00 0.05 WR-VG86ST- A No No Inside Pole 70.00-3.00 4 No Ice 0.00 0.58 BRD(3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 2"Conduit A No No Inside Pole 70.00-3.00 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 Elevation In Face Out Face Q It ft2 ft2 ft2 ft2 K L1 108.50-103.50 A 0.000 0.000 1.812 0.000 0.01 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 103.50-100.50 A 0.000 0.000 1.437 0.000 0.01 B 0.000 0.000 0.000 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 L3 100.50-100.00 A 0.000 0.000 0.239 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 16 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face Q It It ft2 ft2 ft2 K L4 100.00-95.00 A 0.000 0.000 2.395 0.000 0.02 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L5 95.00-90.00 A 0.000 0.000 2.395 0.000 0.02 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L6 90.00-85.00 A 0.000 0.000 2.969 0.000 0.02 B 0.000 0.000 0.574 0.000 0.03 C 0.000 0.000 0.574 0.000 0.04 L7 85.00-82.08 A 0.000 0.000 4.752 0.000 0.01 B 0.000 0.000 3.353 0.000 0.02 C 0.000 0.000 3.353 0.000 0.04 L8 82.08-81.83 A 0.000 0.000 0.407 0.000 0.00 B 0.000 0.000 0.287 0.000 0.00 C 0.000 0.000 0.287 0.000 0.00 L9 81.83-76.83 A 0.000 0.000 8.137 0.000 0.02 B 0.000 0.000 5.742 0.000 0.03 C 0.000 0.000 5.742 0.000 0.06 L10 76.83-70.42 A 0.000 0.000 10.431 0.000 0.02 B 0.000 0.000 7.361 0.000 0.04 C 0.000 0.000 7.361 0.000 0.08 L11 70.42-68.58 A 0.000 0.000 2.994 0.000 0.02 B 0.000 0.000 2.113 0.000 0.01 C 0.000 0.000 2.113 0.000 0.02 L12 68.58-63.58 A 0.000 0.000 8.137 0.000 0.08 B 0.000 0.000 5.742 0.000 0.03 C 0.000 0.000 5.742 0.000 0.06 L13 63.58-58.58 A 0.000 0.000 12.022 0.000 0.14 B 0.000 0.000 9.627 0.000 0.09 C 0.000 0.000 9.627 0.000 0.12 L14 58.58-53.58 A 0.000 0.000 15.637 0.000 0.19 B 0.000 0.000 13.242 0.000 0.15 C 0.000 0.000 13.242 0.000 0.18 L15 53.58-48.58 A 0.000 0.000 15.637 0.000 0.19 B 0.000 0.000 13.242 0.000 0.15 C 0.000 0.000 13.242 0.000 0.18 L16 48.58-43.58 A 0.000 0.000 15.637 0.000 0.19 B 0.000 0.000 13.242 0.000 0.15 C 0.000 0.000 13.242 0.000 0.18 L17 43.58-38.58 A 0.000 0.000 15.637 0.000 0.19 B 0.000 0.000 13.242 0.000 0.15 C 0.000 0.000 13.242 0.000 0.18 L18 38.58-33.94 A 0.000 0.000 16.551 0.000 0.18 B 0.000 0.000 14.328 0.000 0.14 C 0.000 0.000 14.328 0.000 0.16 L19 33.94-32.94 A 0.000 0.000 2.579 0.000 0.02 B 0.000 0.000 2.100 0.000 0.01 C 0.000 0.000 2.100 0.000 0.02 L20 32.94-30.00 A 0.000 0.000 9.164 0.000 0.04 B 0.000 0.000 7.756 0.000 0.02 C 0.000 0.000 7.756 0.000 0.04 L21 30.00-29.75 A 0.000 0.000 0.909 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.789 0.000 0.00 L22 29.75-28.75 A 0.000 0.000 3.634 0.000 0.02 B 0.000 0.000 3.155 0.000 0.01 C 0.000 0.000 3.155 0.000 0.01 L23 28.75-28.40 A 0.000 0.000 1.272 0.000 0.01 B 0.000 0.000 1.104 0.000 0.00 C 0.000 0.000 1.104 0.000 0.00 L24 28.40-28.17 A 0.000 0.000 0.836 0.000 0.00 B 0.000 0.000 0.726 0.000 0.00 C 0.000 0.000 0.726 0.000 0.00 L25 28.17-27.92 A 0.000 0.000 0.908 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.789 0.000 0.00 L26 27.92-27.67 A 0.000 0.000 0.909 0.000 0.00 B 0.000 0.000 0.789 0.000 0.00 C 0.000 0.000 0.789 0.000 0.00 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 17 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face Q It ft2 ft2 ft2 ft2 K L27 27.67-26.83 A 0.000 0.000 2.939 0.000 0.01 B 0.000 0.000 2.537 0.000 0.01 C 0.000 0.000 2.537 0.000 0.01 L28 26.83-26.58 A 0.000 0.000 0.742 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 L29 26.58-21.58 A 0.000 0.000 14.837 0.000 0.08 B 0.000 0.000 12.442 0.000 0.03 C 0.000 0.000 12.442 0.000 0.06 L30 21.58-16.58 A 0.000 0.000 15.209 0.000 0.08 B 0.000 0.000 16.716 0.000 0.03 C 0.000 0.000 12.442 0.000 0.06 L31 16.58-16.16 A 0.000 0.000 1.768 0.000 0.01 B 0.000 0.000 1.567 0.000 0.00 C 0.000 0.000 1.045 0.000 0.01 L32 16.16-15.91 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L33 15.91-14.00 A 0.000 0.000 8.041 0.000 0.03 B 0.000 0.000 7.126 0.000 0.01 C 0.000 0.000 4.753 0.000 0.02 L34 14.00-13.75 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L35 13.75-12.92 A 0.000 0.000 3.494 0.000 0.01 B 0.000 0.000 3.097 0.000 0.01 C 0.000 0.000 2.065 0.000 0.01 L36 12.92-12.67 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L37 12.67-8.75 A 0.000 0.000 16.502 0.000 0.06 B 0.000 0.000 14.625 0.000 0.03 C 0.000 0.000 9.754 0.000 0.05 L38 8.75-8.50 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L39 8.50-8.25 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L40 8.25-8.00 A 0.000 0.000 1.052 0.000 0.00 B 0.000 0.000 0.933 0.000 0.00 C 0.000 0.000 0.622 0.000 0.00 L41 8.00-6.00 A 0.000 0.000 7.678 0.000 0.03 B 0.000 0.000 7.462 0.000 0.00 C 0.000 0.000 4.977 0.000 0.00 L42 6.00-5.75 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 0.622 0.000 0.00 L43 5.75-5.44 A 0.000 0.000 1.190 0.000 0.00 B 0.000 0.000 1.157 0.000 0.00 C 0.000 0.000 0.771 0.000 0.00 L44 5.44-5.19 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 0.622 0.000 0.00 L45 5.19-4.42 A 0.000 0.000 2.956 0.000 0.01 B 0.000 0.000 2.127 0.000 0.00 C 0.000 0.000 1.916 0.000 0.00 L46 4.42-4.17 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 L47 4.17-4.00 A 0.000 0.000 0.653 0.000 0.00 B 0.000 0.000 0.423 0.000 0.00 C 0.000 0.000 0.423 0.000 0.00 L48 4.00-3.75 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 L49 3.75-0.00 A 0.000 0.000 12.060 0.000 0.02 B 0.000 0.000 9.331 0.000 0.00 C 0.000 0.000 9.331 0.000 0.00 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 18 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face Q It Leg in ft2 ft2 ft2 ft2 K L1 108.50-103.50 A 0.955 0.000 0.000 5.632 0.000 0.06 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 103.50-100.50 A 0.952 0.000 0.000 4.292 0.000 0.04 B 0.000 0.000 0.000 0.000 0.01 C 0.000 0.000 0.000 0.000 0.00 L3 100.50-100.00 A 0.950 0.000 0.000 0.714 0.000 0.01 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L4 100.00-95.00 A 0.947 0.000 0.000 7.131 0.000 0.07 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L5 95.00-90.00 A 0.942 0.000 0.000 7.106 0.000 0.07 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L6 90.00-85.00 A 0.937 0.000 0.000 7.748 0.000 0.07 B 0.000 0.000 0.668 0.000 0.04 C 0.000 0.000 0.668 0.000 0.04 L7 85.00-82.08 A 0.933 0.000 0.000 8.020 0.000 0.06 B 0.000 0.000 3.898 0.000 0.04 C 0.000 0.000 3.898 0.000 0.06 L8 82.08-81.83 A 0.931 0.000 0.000 0.686 0.000 0.01 B 0.000 0.000 0.334 0.000 0.00 C 0.000 0.000 0.334 0.000 0.01 L9 81.83-76.83 A 0.928 0.000 0.000 13.704 0.000 0.11 B 0.000 0.000 6.670 0.000 0.07 C 0.000 0.000 6.670 0.000 0.10 L10 76.83-70.42 A 0.921 0.000 0.000 17.515 0.000 0.14 B 0.000 0.000 8.542 0.000 0.09 C 0.000 0.000 8.542 0.000 0.13 L11 70.42-68.58 A 0.916 0.000 0.000 5.028 0.000 0.06 B 0.000 0.000 2.452 0.000 0.03 C 0.000 0.000 2.452 0.000 0.04 L12 68.58-63.58 A 0.911 0.000 0.000 13.603 0.000 0.17 B 0.000 0.000 6.653 0.000 0.07 C 0.000 0.000 6.653 0.000 0.10 L13 63.58-58.58 A 0.904 0.000 0.000 17.914 0.000 0.25 B 0.000 0.000 10.999 0.000 0.15 C 0.000 0.000 10.999 0.000 0.18 L14 58.58-53.58 A 0.896 0.000 0.000 21.910 0.000 0.32 B 0.000 0.000 15.034 0.000 0.23 C 0.000 0.000 15.034 0.000 0.26 L15 53.58-48.58 A 0.888 0.000 0.000 21.852 0.000 0.32 B 0.000 0.000 15.018 0.000 0.23 C 0.000 0.000 15.018 0.000 0.26 L16 48.58-43.58 A 0.879 0.000 0.000 21.788 0.000 0.32 B 0.000 0.000 14.999 0.000 0.22 C 0.000 0.000 14.999 0.000 0.25 L17 43.58-38.58 A 0.869 0.000 0.000 21.718 0.000 0.32 B 0.000 0.000 14.979 0.000 0.22 C 0.000 0.000 14.979 0.000 0.25 L18 38.58-33.94 A 0.858 0.000 0.000 22.541 0.000 0.31 B 0.000 0.000 16.337 0.000 0.22 C 0.000 0.000 16.337 0.000 0.25 L19 33.94-32.94 A 0.851 0.000 0.000 3.778 0.000 0.04 B 0.000 0.000 2.441 0.000 0.02 C 0.000 0.000 2.441 0.000 0.03 L20 32.94-30.00 A 0.846 0.000 0.000 12.884 0.000 0.12 B 0.000 0.000 8.989 0.000 0.07 C 0.000 0.000 8.989 0.000 0.08 L21 30.00-29.75 A 0.842 0.000 0.000 1.237 0.000 0.01 B 0.000 0.000 0.907 0.000 0.01 C 0.000 0.000 0.907 0.000 0.01 L22 29.75-28.75 A 0.840 0.000 0.000 4.944 0.000 0.04 B 0.000 0.000 3.625 0.000 0.03 C 0.000 0.000 3.625 0.000 0.03 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 19 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face Q It Leg in ft2 ft2 ft2 ft2 K L23 28.75-28.40 A 0.838 0.000 0.000 1.729 0.000 0.02 B 0.000 0.000 1.268 0.000 0.01 C 0.000 0.000 1.268 0.000 0.01 L24 28.40-28.17 A 0.837 0.000 0.000 1.136 0.000 0.01 B 0.000 0.000 0.833 0.000 0.01 C 0.000 0.000 0.833 0.000 0.01 L25 28.17-27.92 A 0.836 0.000 0.000 1.235 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.906 0.000 0.01 L26 27.92-27.67 A 0.836 0.000 0.000 1.234 0.000 0.01 B 0.000 0.000 0.906 0.000 0.01 C 0.000 0.000 0.906 0.000 0.01 L27 27.67-26.83 A 0.834 0.000 0.000 4.009 0.000 0.04 B 0.000 0.000 2.907 0.000 0.02 C 0.000 0.000 2.907 0.000 0.03 L28 26.83-26.58 A 0.832 0.000 0.000 1.033 0.000 0.01 B 0.000 0.000 0.705 0.000 0.01 C 0.000 0.000 0.705 0.000 0.01 L29 26.58-21.58 A 0.824 0.000 0.000 20.602 0.000 0.19 B 0.000 0.000 14.089 0.000 0.10 C 0.000 0.000 14.089 0.000 0.13 L30 21.58-16.58 A 0.805 0.000 0.000 20.869 0.000 0.19 B 0.000 0.000 18.633 0.000 0.13 C 0.000 0.000 14.051 0.000 0.13 L31 16.58-16.16 A 0.792 0.000 0.000 2.271 0.000 0.02 B 0.000 0.000 1.737 0.000 0.01 C 0.000 0.000 1.178 0.000 0.01 L32 16.16-15.91 A 0.791 0.000 0.000 1.351 0.000 0.01 B 0.000 0.000 1.034 0.000 0.01 C 0.000 0.000 0.701 0.000 0.01 L33 15.91-14.00 A 0.785 0.000 0.000 10.308 0.000 0.08 B 0.000 0.000 7.893 0.000 0.05 C 0.000 0.000 5.353 0.000 0.05 L34 14.00-13.75 A 0.779 0.000 0.000 1.347 0.000 0.01 B 0.000 0.000 1.032 0.000 0.01 C 0.000 0.000 0.700 0.000 0.01 L35 13.75-12.92 A 0.776 0.000 0.000 4.468 0.000 0.04 B 0.000 0.000 3.426 0.000 0.02 C 0.000 0.000 2.323 0.000 0.02 L36 12.92-12.67 A 0.773 0.000 0.000 1.345 0.000 0.01 B 0.000 0.000 1.032 0.000 0.01 C 0.000 0.000 0.699 0.000 0.01 L37 12.67-8.75 A 0.759 0.000 0.000 21.002 0.000 0.17 B 0.000 0.000 16.148 0.000 0.10 C 0.000 0.000 10.945 0.000 0.10 L38 8.75-8.50 A 0.743 0.000 0.000 1.333 0.000 0.01 B 0.000 0.000 1.028 0.000 0.01 C 0.000 0.000 0.696 0.000 0.01 L39 8.50-8.25 A 0.741 0.000 0.000 1.332 0.000 0.01 B 0.000 0.000 1.027 0.000 0.01 C 0.000 0.000 0.696 0.000 0.01 L40 8.25-8.00 A 0.739 0.000 0.000 1.332 0.000 0.01 B 0.000 0.000 1.027 0.000 0.01 C 0.000 0.000 0.696 0.000 0.01 L41 8.00-6.00 A 0.728 0.000 0.000 9.005 0.000 0.07 B 0.000 0.000 8.206 0.000 0.04 C 0.000 0.000 5.559 0.000 0.02 L42 6.00-5.75 A 0.715 0.000 0.000 1.123 0.000 0.01 B 0.000 0.000 1.024 0.000 0.00 C 0.000 0.000 0.694 0.000 0.00 L43 5.75-5.44 A 0.712 0.000 0.000 1.391 0.000 0.01 B 0.000 0.000 1.269 0.000 0.01 C 0.000 0.000 0.860 0.000 0.00 L44 5.44-5.19 A 0.708 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 0.693 0.000 0.00 L45 5.19-4.42 A 0.701 0.000 0.000 3.448 0.000 0.03 B 0.000 0.000 2.356 0.000 0.01 C 0.000 0.000 2.132 0.000 0.01 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 20 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face Q It Leg in It ft2 ft2 ft2 K L46 4.42-4.17 A 0.693 0.000 0.000 1.118 0.000 0.01 B 0.000 0.000 0.691 0.000 0.00 C 0.000 0.000 0.691 0.000 0.00 L47 4.17-4.00 A 0.690 0.000 0.000 0.760 0.000 0.01 B 0.000 0.000 0.470 0.000 0.00 C 0.000 0.000 0.470 0.000 0.00 L48 4.00-3.75 A 0.686 0.000 0.000 1.116 0.000 0.01 B 0.000 0.000 0.691 0.000 0.00 C 0.000 0.000 0.691 0.000 0.00 L49 3.75-0.00 A 0.638 0.000 0.000 14.107 0.000 0.07 B 0.000 0.000 10.288 0.000 0.04 C 0.000 0.000 10.288 0.000 0.04 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPZ Ice Ice It in in in in L1 108.50-103.50 -2.2433 1.0822 -2.6281 1.2503 L2 103.50-100.50 -2.6525 1.2873 -2.9873 1.4321 L3 100.50-100.00 -2.0145 0.9775 -3.0975 1.4847 L4 100.00-95.00 -2.0620 1.0004 -3.2741 1.5692 L5 95.00-90.00 -2.0914 1.0147 -3.3742 1.6170 L6 90.00-85.00 -2.3461 1.3356 -3.4802 1.8057 L7 85.00-82.08 -2.9044 2.1861 -3.6085 2.4416 L8 82.08-81.83 -2.9494 2.2199 -3.6661 2.4808 L9 81.83-76.83 -3.0045 2.2612 -3.7427 2.5328 L10 76.83-70.42 -3.1218 2.3491 -3.9053 2.6435 L11 70.42-68.58 -3.1710 2.3860 -3.9758 2.6910 L12 68.58-63.58 -3.2360 2.4347 -4.0619 2.7510 L13 63.58-58.58 -3.7992 2.2185 -4.4075 2.4937 L14 58.58-53.58 -4.1561 2.1205 -4.6563 2.3657 L15 53.58-48.58 -4.3075 2.1966 -4.8290 2.4524 L16 48.58-43.58 -4.4559 2.2712 -4.9978 2.5372 L17 43.58-38.58 -4.5916 2.3394 -5.1530 2.6151 L18 38.58-33.94 -4.6666 2.6842 -5.1834 2.9434 L19 33.94-32.94 -4.0569 3.1927 -4.7647 3.4967 L20 32.94-30.00 -4.3260 3.2083 -4.9304 3.4719 L21 30.00-29.75 -4.8191 2.4042 -5.3345 2.6778 L22 29.75-28.75 -4.8355 2.4124 -5.3527 2.6870 L23 28.75-28.40 -4.8546 2.4220 -5.3736 2.6976 L24 28.40-28.17 -4.8622 2.4258 -5.3820 2.7018 L25 28.17-27.92 -4.8685 2.4290 -5.3890 2.7054 L26 27.92-27.67 -4.8752 2.4323 -5.3964 2.7091 L27 27.67-26.83 -4.9048 2.3465 -5.4447 2.6319 L28 26.83-26.58 -4.9938 1.9220 -5.6159 2.2432 L29 26.58-21.58 -5.0581 1.9466 -5.6877 2.2711 L30 21.58-16.58 -4.2990 0.8183 -4.9651 1.2180 L31 16.58-16.16 -4.2570 2.2057 -4.8631 2.4682 L32 16.16-15.91 -4.2639 2.2094 -4.8703 2.4721 L33 15.91-14.00 -4.2889 2.2228 -4.8933 2.4845 L34 14.00-13.75 -4.3162 2.2375 -4.9190 2.4983 L35 13.75-12.92 -4.3289 2.2443 -4.9299 2.5042 L36 12.92-12.67 -4.3420 2.2513 -4.9415 2.5105 L37 12.67-8.75 -4.3897 2.2770 -4.9798 2.5315 L38 8.75-8.50 -4.4386 2.3033 -5.0182 2.5528 L39 8.50-8.25 -4.4444 2.3064 -5.0226 2.5552 L40 8.25-8.00 -4.4503 2.3095 -5.0270 2.5577 L41 8.00-6.00 -4.1970 2.1887 -4.4569 2.2794 L42 6.00-5.75 -4.2231 2.2028 -4.4776 2.2911 L43 5.75-5.44 -4.2303 2.2066 -4.4838 2.2946 L44 5.44-5.19 -4.2364 2.2099 -4.4880 2.2970 L45 5.19-4.42 -5.2093 3.7863 -5.4201 3.7877 L46 4.42-4.17 -5.5210 4.2853 -5.7128 4.2549 L47 4.17-4.00 -5.5267 4.2898 -5.7167 4.2586 L48 4.00-3.75 -5.5336 4.2953 -5.7223 4.2637 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 21 Section Elevation CPx CPz CPX CPz Ice Ice It in in in in L49 3.75-0.00 -5.4805 3.2241 -5.6520 3.2442 Note: For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L1 1 Climbing Pegs 103.50- 1.0000 1.0000 108.25 L1 2 Safety Line 3/8" 103.50- 1.0000 1.0000 108.25 L1 4 LCF12-50J(1/2) 103.50- 1.0000 1.0000 107.00 L1 5 LCF158-50JA(1-5/8) 103.50- 1.0000 1.0000 107.00 L1 6 LCF78-50JA(7/8) 103.50- 1.0000 1.0000 107.00 L2 1 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 5 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 L4 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 1.0000 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(7/8) 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 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 22 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L6 6 LCF78-50JA(7/8) 85.00- 1.0000 1.0000 90.00 L6 28 MP3-06 Channel 85.00-1 1.0000 1.0000 Reinforcement 85.50 L6 29 MP3-06 Channel 85.00- 1.0000 1.0000 Reinforcement 85.50 L6 30 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 4 LCF12-50J(1/2) 82.08- 1.0000 1.0000 85.00 L7 5 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 L7 28 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 85.00 L7 29 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 85.00 L7 30 MP3-06 Channel 82.08- 1.0000 1.0000 Reinforcement 85.00 L8 1 Climbing Pegs 81.83- 1.0000 1.0000 82.08 L8 2 Safety Line 3/8" 81.83- 1.0000 1.0000 82.08 L8 4 LCF12-50J(1/2) 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 1.0000 82.08 L8 28 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L8 29 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L8 30 MP3-06 Channel 81.83- 1.0000 1.0000 Reinforcement 82.08 L9 1 Climbing Pegs 76.83- 1.0000 1.0000 81.83 L9 2 Safety Line 3/8" 76.83- 1.0000 1.0000 81.83 L9 4 LCF12-50J(1/2) 76.83- 1.0000 1.0000 81.83 L9 5 LCF158-50JA(1-5/8) 76.83- 1.0000 1.0000 81.83 L9 6 LCF78-50JA(7/8) 76.83- 1.0000 1.0000 81.83 L9 28 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L9 29 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L9 30 MP3-06 Channel 76.83- 1.0000 1.0000 Reinforcement 81.83 L10 1 Climbing Pegs 70.42- 1.0000 1.0000 76.83 L10 2 Safety Line 3/8" 70.42- 1.0000 1.0000 76.83 L10 4 LCF12-50J(1/2) 70.42- 1.0000 1.0000 76.83 L10 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 28 MP3-06 Channel 70.42- 1.0000 1.0000 Reinforcement 76.83 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 23 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L10 29 MP3-06 Channel 70.42- 1.0000 1.0000 Reinforcement 76.83 L10 30 MP3-06 Channel 70.42-1 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 L11 5 LCF158-50JA(1-5/8) 68.58- 1.0000 1.0000 70.42 L11 6 LCF78-50JA(7/8) 68.58- 1.0000 1.0000 70.42 L11 28 MP3-06 Channel 68.58- 1.0000 1.0000 Reinforcement 70.42 L11 29 MP3-06 Channel 68.58- 1.0000 1.0000 Reinforcement 70.42 L11 30 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 LCF12-50J(1/2) 63.58- 1.0000 1.0000 68.58 L12 5 LCF158-50JA(1-5/8) 63.58- 1.0000 1.0000 68.58 L12 6 LCF78-50JA(7/8) 63.58- 1.0000 1.0000 68.58 L12 28 MP3-06 Channel 63.58- 1.0000 1.0000 Reinforcement 68.58 L12 29 MP3-06 Channel 63.58- 1.0000 1.0000 Reinforcement 68.58 L12 30 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 L13 5 LCF158-50JA(1-5/8) 58.58- 1.0000 1.0000 63.58 L13 6 LCF78-50JA(7/8) 58.58- 1.0000 1.0000 63.58 L13 28 MP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 29 MP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 30 MP3-06 Channel 58.58- 1.0000 1.0000 Reinforcement 63.58 L13 41 Bent Plate 0.75x9 58.58- 1.0000 1.0000 61.17 L13 42 Bent Plate 0.75x9 58.58- 1.0000 1.0000 61.17 L13 43 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 LCF12-50J(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 1.0000 58.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 24 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L14 28 MP3-06 Channel 53.58- 1.0000 1.0000 Reinforcement 58.58 L14 29 MP3-06 Channel 53.58- 1.0000 1.0000 Reinforcement 58.58 L14 30 MP3-06 Channel 53.58- 1.0000 1.0000 Reinforcement 58.58 L14 41 Bent Plate 0.75x9 53.58- 1.0000 1.0000 58.58 L14 42 Bent Plate 0.75x9 53.58- 1.0000 1.0000 58.58 L14 43 Bent Plate 0.75x9 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 4 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(7/8) 48.58- 1.0000 1.0000 53.58 L15 28 MP3-06 Channel 48.58- 1.0000 1.0000 Reinforcement 53.58 L15 29 MP3-06 Channel 48.58- 1.0000 1.0000 Reinforcement 53.58 L15 30 MP3-06 Channel 48.58- 1.0000 1.0000 Reinforcement 53.58 L15 41 Bent Plate 0.75x9 48.58- 1.0000 1.0000 53.58 L15 42 Bent Plate 0.75x9 48.58- 1.0000 1.0000 53.58 L15 43 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 LCF158-50JA(1-5/8) 43.58- 1.0000 1.0000 48.58 L16 6 LCF78-50JA(7/8) 43.58- 1.0000 1.0000 48.58 L16 28 MP3-06 Channel 43.58- 1.0000 1.0000 Reinforcement 48.58 L16 29 MP3-06 Channel 43.58- 1.0000 1.0000 Reinforcement 48.58 L16 30 MP3-06 Channel 43.58- 1.0000 1.0000 Reinforcement 48.58 L16 41 Bent Plate 0.75x9 43.58- 1.0000 1.0000 48.58 L16 42 Bent Plate 0.75x9 43.58- 1.0000 1.0000 48.58 L16 43 Bent Plate 0.75x9 43.58- 1.0000 1.0000 48.58 L17 1 Climbing Pegs 38.58- 1.0000 1.0000 43.58 L17 2 Safety Line 3/8" 38.58- 1.0000 1.0000 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 28 MP3-06 Channel 38.58- 1.0000 1.0000 Reinforcement 43.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 25 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L17 29 MP3-06 Channel 38.58- 1.0000 1.0000 Reinforcement 43.58 L17 30 MP3-06 Channel 38.58- 1.0000 1.0000 Reinforcement 43.58 L17 41 Bent Plate 0.75x9 38.58- 1.0000 1.0000 43.58 L17 42 Bent Plate 0.75x9 38.58- 1.0000 1.0000 43.58 L17 43 Bent Plate 0.75x9 38.58- 1.0000 1.0000 43.58 L18 1 Climbing Pegs 33.94- 1.0000 1.0000 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 LCF158-50JA(1-5/8) 33.94- 1.0000 1.0000 38.58 L18 6 LCF78-50JA(7/8) 33.94- 1.0000 1.0000 38.58 L18 28 MP3-06 Channel 33.94- 1.0000 1.0000 Reinforcement 38.58 L18 29 MP3-06 Channel 33.94- 1.0000 1.0000 Reinforcement 38.58 L18 30 MP3-06 Channel 33.94- 1.0000 1.0000 Reinforcement 38.58 L18 37 MK 4(PL 1x4 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 38 MK 4(PL 1x4 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 39 MK 4(PL 1x4 33.94- 1.0000 1.0000 Reinforcement) 37.00 L18 41 Bent Plate 0.75x9 33.94- 1.0000 1.0000 38.58 L18 42 Bent Plate 0.75x9 33.94- 1.0000 1.0000 38.58 L18 43 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 L19 4 LCF12-50J(1/2) 32.94- 1.0000 1.0000 33.94 L19 5 LCF158-50JA(1-5/8) 32.94- 1.0000 1.0000 33.94 L19 6 LCF78-50JA(7/8) 32.94- 1.0000 1.0000 33.94 L19 28 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 29 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 30 MP3-06 Channel 32.94- 1.0000 1.0000 Reinforcement 33.94 L19 37 MK 4(PL 1x4 32.94- 1.0000 1.0000 Reinforcement) 33.94 L19 38 MK 4(PL 1x4 32.94- 1.0000 1.0000 Reinforcement) 33.94 L19 39 MK 4(PL 1x4 32.94- 1.0000 1.0000 Reinforcement) 33.94 L19 41 Bent Plate 0.75x9 33.75- 1.0000 1.0000 33.94 L19 42 Bent Plate 0.75x9 33.75- 1.0000 1.0000 33.94 L19 43 Bent Plate 0.75x9 33.75- 1.0000 1.0000 33.94 L20 1 Climbing Pegs 30.00- 1.0000 1.0000 32.94 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 26 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L20 2 Safety Line 3/8" 30.00- 1.0000 1.0000 32.94 L20 4 LCF12-50J(1/2) 30.00-1 1.0000 1.0000 32.94 L20 5 LCF158-50JA(1-5/8) 30.00- 1.0000 1.0000 32.94 L20 6 LCF78-50JA(7/8) 30.00- 1.0000 1.0000 32.94 L20 25 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 26 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 27 MP3-08 Channel 30.00- 1.0000 1.0000 Reinforcement 30.50 L20 28 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.94 L20 29 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.94 L20 30 MP3-06 Channel 30.50- 1.0000 1.0000 Reinforcement 32.94 L20 34 MK 1 (PL 1x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 35 MK 2(PL 1x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 36 MK 2(PL 1x7 30.00- 1.0000 1.0000 Reinforcement) 32.00 L20 37 MK 4(PL 1x4 30.00- 1.0000 1.0000 Reinforcement) 32.94 L20 38 MK 4(PL 1x4 30.00- 1.0000 1.0000 Reinforcement) 32.94 L20 39 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(1/2) 29.75- 1.0000 1.0000 30.00 L21 5 LCF158-50JA(1-5/8) 29.75- 1.0000 1.0000 30.00 L21 6 LCF78-50JA(7/8) 29.75- 1.0000 1.0000 30.00 L21 25 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L21 26 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L21 27 MP3-08 Channel 29.75- 1.0000 1.0000 Reinforcement 30.00 L21 34 MK 1 (PL 1x7 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 35 MK 2(PL 1x7 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 36 MK 2(PL 1x7 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 37 MK 4(PL 1x4 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 38 MK 4(PL 1x4 29.75- 1.0000 1.0000 Reinforcement) 30.00 L21 39 MK 4(PL 1x4 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 LCF12-50J(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 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 27 Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. L22 6 LCF78-50JA(7/8) 28.75- 1.0000 1.0000 29.75 L22 25 MP3-08 Channel 28.75-1 1.0000 1.0000 Reinforcement 29.75 L22 26 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L22 27 MP3-08 Channel 28.75- 1.0000 1.0000 Reinforcement 29.75 L22 34 MK 1 (PL 1x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 35 MK 2(PL 1x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 36 MK 2(PL 1x7 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 37 MK 4(PL 1x4 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 38 MK 4(PL 1x4 28.75- 1.0000 1.0000 Reinforcement) 29.75 L22 39 MK 4(PL 1x4 28.75- 1.0000 1.0000 Reinforcement) 29.75 L23 1 Climbing Pegs 28.40- 1.0000 1.0000 28.75 L23 2 Safety Line 3/8" 28.40- 1.0000 1.0000 28.75 L23 4 LCF12-50J(1/2) 28.40- 1.0000 1.0000 28.75 L23 5 LCF158-50JA(1-5/8) 28.40- 1.0000 1.0000 28.75 L23 6 LCF78-50JA(7/8) 28.40- 1.0000 1.0000 28.75 L23 25 MP3-08 Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L23 26 MP3-08 Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L23 27 MP3-08 Channel 28.40- 1.0000 1.0000 Reinforcement 28.75 L23 34 MK 1 (PL 1x7 28.40- 1.0000 1.0000 Reinforcement) 28.75 L23 35 MK 2(PL 1x7 28.40- 1.0000 1.0000 Reinforcement) 28.75 L23 36 MK 2(PL 1x7 28.40- 1.0000 1.0000 Reinforcement) 28.75 L23 37 MK 4(PL 1x4 28.40- 1.0000 1.0000 Reinforcement) 28.75 L23 38 MK 4(PL 1x4 28.40- 1.0000 1.0000 Reinforcement) 28.75 L23 39 MK 4(PL 1x4 28.40- 1.0000 1.0000 Reinforcement) 28.75 L24 1 Climbing Pegs 28.17- 1.0000 1.0000 28.40 L24 2 Safety Line 3/8" 28.17- 1.0000 1.0000 28.40 L24 4 LCF12-50J(1/2) 28.17- 1.0000 1.0000 28.40 L24 5 LCF158-50JA(1-5/8) 28.17- 1.0000 1.0000 28.40 L24 6 LCF78-50JA(7/8) 28.17- 1.0000 1.0000 28.40 L24 25 MP3-08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L24 26 MP3-08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L24 27 MP3-08 Channel 28.17- 1.0000 1.0000 Reinforcement 28.40 L24 34 MK 1 (PL 1x7 28.17- 1.0000 1.0000 Reinforcement) 28.40 L24 35 MK 2(PL 1x7 28.17- 1.0000 1.0000 Reinforcement) 28.40 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 28 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L24 36 MK 2(PL 1x7 28.17- 1.0000 1.0000 Reinforcement) 28.40 L24 37 MK 4(PL 1x4 28.17-1 1.0000 1.0000 Reinforcement) 28.40 L24 38 MK 4(PL 1x4 28.17- 1.0000 1.0000 Reinforcement) 28.40 L24 39 MK 4(PL 1x4 28.17- 1.0000 1.0000 Reinforcement) 28.40 L25 1 Climbing Pegs 27.92- 1.0000 1.0000 28.17 L25 2 Safety Line 3/8" 27.92- 1.0000 1.0000 28.17 L25 4 LCF12-50J(1/2) 27.92- 1.0000 1.0000 28.17 L25 5 LCF158-50JA(1-5/8) 27.92- 1.0000 1.0000 28.17 L25 6 LCF78-50JA(7/8) 27.92- 1.0000 1.0000 28.17 L25 25 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L25 26 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L25 27 MP3-08 Channel 27.92- 1.0000 1.0000 Reinforcement 28.17 L25 34 MK 1 (PL 1x7 27.92- 1.0000 1.0000 Reinforcement) 28.17 L25 35 MK 2(PL 1x7 27.92- 1.0000 1.0000 Reinforcement) 28.17 L25 36 MK 2(PL 1x7 27.92- 1.0000 1.0000 Reinforcement) 28.17 L25 37 MK 4(PL 1x4 27.92- 1.0000 1.0000 Reinforcement) 28.17 L25 38 MK 4(PL 1x4 27.92- 1.0000 1.0000 Reinforcement) 28.17 L25 39 MK 4(PL 1x4 27.92- 1.0000 1.0000 Reinforcement) 28.17 L26 1 Climbing Pegs 27.67- 1.0000 1.0000 27.92 L26 2 Safety Line 3/8" 27.67- 1.0000 1.0000 27.92 L26 4 LCF12-50J(1/2) 27.67- 1.0000 1.0000 27.92 L26 5 LCF158-50JA(1-5/8) 27.67- 1.0000 1.0000 27.92 L26 6 LCF78-50JA(7/8) 27.67- 1.0000 1.0000 27.92 L26 25 MP3-08 Channel 27.67- 1.0000 1.0000 Reinforcement 27.92 L26 26 MP3-08 Channel 27.67- 1.0000 1.0000 Reinforcement 27.92 L26 27 MP3-08 Channel 27.67- 1.0000 1.0000 Reinforcement 27.92 L26 34 MK 1 (PL 1x7 27.67- 1.0000 1.0000 Reinforcement) 27.92 L26 35 MK 2(PL 1x7 27.67- 1.0000 1.0000 Reinforcement) 27.92 L26 36 MK 2(PL 1x7 27.67- 1.0000 1.0000 Reinforcement) 27.92 L26 37 MK 4(PL 1x4 27.67- 1.0000 1.0000 Reinforcement) 27.92 L26 38 MK 4(PL 1x4 27.67- 1.0000 1.0000 Reinforcement) 27.92 L26 39 MK 4(PL 1x4 27.67- 1.0000 1.0000 Reinforcement) 27.92 L27 1 Climbing Pegs 26.83- 1.0000 1.0000 27.67 L27 2 Safety Line 3/8" 26.83- 1.0000 1.0000 27.67 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 29 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L27 4 LCF12-50J(1/2) 26.83- 1.0000 1.0000 27.67 L27 5 LCF158-50JA(1-5/8) 26.83- 1.0000 1.0000 27.67 L27 6 LCF78-50JA(7/8) 26.83- 1.0000 1.0000 27.67 L27 25 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L27 26 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L27 27 MP3-08 Channel 26.83- 1.0000 1.0000 Reinforcement 27.67 L27 34 MK 1 (PL 1x7 26.83- 1.0000 1.0000 Reinforcement) 27.67 L27 35 MK 2(PL 1x7 26.83- 1.0000 1.0000 Reinforcement) 27.67 L27 36 MK 2(PL 1x7 26.83- 1.0000 1.0000 Reinforcement) 27.67 L27 37 MK 4(PL 1x4 27.00- 1.0000 1.0000 Reinforcement) 27.67 L27 38 MK 4(PL 1x4 27.00- 1.0000 1.0000 Reinforcement) 27.67 L27 39 MK 4(PL 1x4 27.00- 1.0000 1.0000 Reinforcement) 27.67 L28 1 Climbing Pegs 26.58- 1.0000 1.0000 26.83 L28 2 Safety Line 3/8" 26.58- 1.0000 1.0000 26.83 L28 4 LCF12-50J(1/2) 26.58- 1.0000 1.0000 26.83 L28 5 LCF158-50JA(1-5/8) 26.58- 1.0000 1.0000 26.83 L28 6 LCF78-50JA(7/8) 26.58- 1.0000 1.0000 26.83 L28 25 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L28 26 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L28 27 MP3-08 Channel 26.58- 1.0000 1.0000 Reinforcement 26.83 L28 34 MK 1 (PL 1x7 26.58- 1.0000 1.0000 Reinforcement) 26.83 L28 35 MK 2(PL 1x7 26.58- 1.0000 1.0000 Reinforcement) 26.83 L28 36 MK 2(PL 1x7 26.58- 1.0000 1.0000 Reinforcement) 26.83 L29 1 Climbing Pegs 21.58- 1.0000 1.0000 26.58 L29 2 Safety Line 3/8" 21.58- 1.0000 1.0000 26.58 L29 4 LCF12-50J(1/2) 21.58- 1.0000 1.0000 26.58 L29 5 LCF158-50JA(1-5/8) 21.58- 1.0000 1.0000 26.58 L29 6 LCF78-50JA(7/8) 21.58- 1.0000 1.0000 26.58 L29 25 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L29 26 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L29 27 MP3-08 Channel 21.58- 1.0000 1.0000 Reinforcement 26.58 L29 34 MK 1 (PL 1x7 21.58- 1.0000 1.0000 Reinforcement) 26.58 L29 35 MK 2(PL 1x7 21.58- 1.0000 1.0000 Reinforcement) 26.58 L29 36 MK 2(PL 1x7 21.58- 1.0000 1.0000 Reinforcement) 26.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 30 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L30 1 Climbing Pegs 16.58- 1.0000 1.0000 21.58 L30 2 Safety Line 3/8" 16.58-1 1.0000 1.0000 21.58 L30 4 LCF12-50J(1/2) 16.58- 1.0000 1.0000 21.58 L30 5 LCF158-50JA(1-5/8) 16.58- 1.0000 1.0000 21.58 L30 6 LCF78-50JA(7/8) 16.58- 1.0000 1.0000 21.58 L30 25 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L30 26 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L30 27 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 21.58 L30 31 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 16.88 L30 32 MP3-08 Channel 16.58- 1.0000 1.0000 Reinforcement 20.02 L30 34 MK 1 (PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L30 35 MK 2(PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L30 36 MK 2(PL 1x7 16.58- 1.0000 1.0000 Reinforcement) 21.58 L31 1 Climbing Pegs 16.16- 1.0000 1.0000 16.58 L31 2 Safety Line 3/8" 16.16- 1.0000 1.0000 16.58 L31 4 LCF12-50J(1/2) 16.16- 1.0000 1.0000 16.58 L31 5 LCF158-50JA(1-5/8) 16.16- 1.0000 1.0000 16.58 L31 6 LCF78-50JA(7/8) 16.16- 1.0000 1.0000 16.58 L31 25 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L31 26 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L31 27 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L31 31 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L31 32 MP3-08 Channel 16.16- 1.0000 1.0000 Reinforcement 16.58 L31 34 MK 1 (PL 1x7 16.16- 1.0000 1.0000 Reinforcement) 16.58 L31 35 MK 2(PL 1x7 16.16- 1.0000 1.0000 Reinforcement) 16.58 L31 36 MK 2(PL 1x7 16.16- 1.0000 1.0000 Reinforcement) 16.58 L32 1 Climbing Pegs 15.91 - 1.0000 1.0000 16.16 L32 2 Safety Line 3/8" 15.91 - 1.0000 1.0000 16.16 L32 4 LCF12-50J(1/2) 15.91 - 1.0000 1.0000 16.16 L32 5 LCF158-50JA(1-5/8) 15.91 - 1.0000 1.0000 16.16 L32 6 LCF78-50JA(7/8) 15.91 - 1.0000 1.0000 16.16 L32 25 MP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L32 26 MP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L32 27 MP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 31 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L32 31 MP3-08 Channel 15.91 - 1.0000 1.0000 Reinforcement 16.16 L32 32 MP3-08 Channel 15.91 -1 1.0000 1.0000 Reinforcement 16.16 L32 34 MK 1 (PL 1x7 15.91 - 1.0000 1.0000 Reinforcement) 16.16 L32 35 MK 2(PL 1x7 15.91 - 1.0000 1.0000 Reinforcement) 16.16 L32 36 MK 2(PL 1x7 15.91 - 1.0000 1.0000 Reinforcement) 16.16 L33 1 Climbing Pegs 14.00- 1.0000 1.0000 15.91 L33 2 Safety Line 3/8" 14.00- 1.0000 1.0000 15.91 L33 4 LCF12-50J(1/2) 14.00- 1.0000 1.0000 15.91 L33 5 LCF158-50JA(1-5/8) 14.00- 1.0000 1.0000 15.91 L33 6 LCF78-50JA(7/8) 14.00- 1.0000 1.0000 15.91 L33 25 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L33 26 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L33 27 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L33 31 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L33 32 MP3-08 Channel 14.00- 1.0000 1.0000 Reinforcement 15.91 L33 34 MK 1 (PL 1x7 14.00- 1.0000 1.0000 Reinforcement) 15.91 L33 35 MK 2(PL 1x7 14.00- 1.0000 1.0000 Reinforcement) 15.91 L33 36 MK 2(PL 1x7 14.00- 1.0000 1.0000 Reinforcement) 15.91 L34 1 Climbing Pegs 13.75- 1.0000 1.0000 14.00 L34 2 Safety Line 3/8" 13.75- 1.0000 1.0000 14.00 L34 4 LCF12-50J(1/2) 13.75- 1.0000 1.0000 14.00 L34 5 LCF158-50JA(1-5/8) 13.75- 1.0000 1.0000 14.00 L34 6 LCF78-50JA(7/8) 13.75- 1.0000 1.0000 14.00 L34 25 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L34 26 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L34 27 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L34 31 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L34 32 MP3-08 Channel 13.75- 1.0000 1.0000 Reinforcement 14.00 L34 34 MK 1 (PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L34 35 MK 2(PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L34 36 MK 2(PL 1x7 13.75- 1.0000 1.0000 Reinforcement) 14.00 L35 1 Climbing Pegs 12.92- 1.0000 1.0000 13.75 L35 2 Safety Line 3/8" 12.92- 1.0000 1.0000 13.75 L35 4 LCF12-50J(1/2) 12.92- 1.0000 1.0000 13.75 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 32 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L35 5 LCF158-50JA(1-5/8) 12.92- 1.0000 1.0000 13.75 L35 6 LCF78-50JA(7/8) 12.92-1 1.0000 1.0000 13.75 L35 25 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L35 26 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L35 27 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L35 31 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L35 32 MP3-08 Channel 12.92- 1.0000 1.0000 Reinforcement 13.75 L35 34 MK 1 (PL 1x7 12.92- 1.0000 1.0000 Reinforcement) 13.75 L35 35 MK 2(PL 1x7 12.92- 1.0000 1.0000 Reinforcement) 13.75 L35 36 MK 2(PL 1x7 12.92- 1.0000 1.0000 Reinforcement) 13.75 L36 1 Climbing Pegs 12.67- 1.0000 1.0000 12.92 L36 2 Safety Line 3/8" 12.67- 1.0000 1.0000 12.92 L36 4 LCF12-50J(1/2) 12.67- 1.0000 1.0000 12.92 L36 5 LCF158-50JA(1-5/8) 12.67- 1.0000 1.0000 12.92 L36 6 LCF78-50JA(7/8) 12.67- 1.0000 1.0000 12.92 L36 25 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L36 26 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L36 27 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L36 31 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L36 32 MP3-08 Channel 12.67- 1.0000 1.0000 Reinforcement 12.92 L36 34 MK 1 (PL 1x7 12.67- 1.0000 1.0000 Reinforcement) 12.92 L36 35 MK 2(PL 1x7 12.67- 1.0000 1.0000 Reinforcement) 12.92 L36 36 MK 2(PL 1x7 12.67- 1.0000 1.0000 Reinforcement) 12.92 L37 1 Climbing Pegs 8.75-12.67 1.0000 1.0000 L37 2 Safety Line 3/8" 8.75-12.67 1.0000 1.0000 L37 4 LCF12-50J(1/2) 8.75-12.67 1.0000 1.0000 L37 5 LCF158-50JA(1-5/8) 8.75-12.67 1.0000 1.0000 L37 6 LCF78-50JA(7/8) 8.75-12.67 1.0000 1.0000 L37 25 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L37 26 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L37 27 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L37 31 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L37 32 MP3-08 Channel 8.75-12.67 1.0000 1.0000 Reinforcement L37 34 MK 1 (PL 1x7 8.75-12.67 1.0000 1.0000 Reinforcement) L37 35 MK 2(PL 1x7 8.75-12.67 1.0000 1.0000 Reinforcement) L37 36 MK 2(PL 1x7 8.75-12.67 1.0000 1.0000 Reinforcement) L38 1 Climbing Pegs 8.50-8.75 1.0000 1.0000 L38 2 Safety Line 3/8" 8.50-8.75 1.0000 1.0000 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 33 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L38 4 LCF12-50J(1/2) 8.50-8.7 1.0000 1.0000 L38 5 LCF158-50JA(1-5/8) 8.50-8.75 1.0000 1.0000 L38 6 LCF78-50JA(7/8) 8.50-8.751 1.0000 1.0000 L38 25 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L38 26 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L38 27 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L38 31 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L38 32 MP3-08 Channel 8.50-8.75 1.0000 1.0000 Reinforcement L38 34 MK 1 (PL 1x7 8.50-8.75 1.0000 1.0000 Reinforcement) L38 35 MK 2(PL 1x7 8.50-8.75 1.0000 1.0000 Reinforcement) L38 36 MK 2(PL 1x7 8.50-8.75 1.0000 1.0000 Reinforcement) L39 1 Climbing Pegs 8.25-8.50 1.0000 1.0000 L39 2 Safety Line 3/8" 8.25-8.50 1.0000 1.0000 L39 4 LCF12-50J(1/2) 8.25-8.50 1.0000 1.0000 L39 5 LCF158-50JA(1-5/8) 8.25-8.50 1.0000 1.0000 L39 6 LCF78-50JA(7/8) 8.25-8.50 1.0000 1.0000 L39 25 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L39 26 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L39 27 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L39 31 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L39 32 MP3-08 Channel 8.25-8.50 1.0000 1.0000 Reinforcement L39 34 MK 1 (PL 1x7 8.25-8.50 1.0000 1.0000 Reinforcement) L39 35 MK 2(PL 1x7 8.25-8.50 1.0000 1.0000 Reinforcement) L39 36 MK 2(PL 1x7 8.25-8.50 1.0000 1.0000 Reinforcement) L40 1 Climbing Pegs 8.00-8.25 1.0000 1.0000 L40 2 Safety Line 3/8" 8.00-8.25 1.0000 1.0000 L40 4 LCF12-50J(1/2) 8.00-8.25 1.0000 1.0000 L40 5 LCF158-50JA(1-5/8) 8.00-8.25 1.0000 1.0000 L40 6 LCF78-50JA(7/8) 8.00-8.25 1.0000 1.0000 L40 25 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L40 26 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L40 27 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L40 31 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L40 32 MP3-08 Channel 8.00-8.25 1.0000 1.0000 Reinforcement L40 34 MK 1 (PL 1x7 8.00-8.25 1.0000 1.0000 Reinforcement) L40 35 MK 2(PL 1x7 8.00-8.25 1.0000 1.0000 Reinforcement) L40 36 MK 2(PL 1x7 8.00-8.25 1.0000 1.0000 Reinforcement) L41 1 Climbing Pegs 6.00-8.00 1.0000 1.0000 L41 2 Safety Line 3/8" 6.00-8.00 1.0000 1.0000 L41 25 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L41 26 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement L41 27 MP3-08 Channel 6.00-8.00 1.0000 1.0000 Reinforcement tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 34 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L41 31 MP3-08 Channel 6.00-8.0 1.0000 1.0000 Reinforcement L41 32 MP3-08 Channel 6.00-8.001 1.0000 1.0000 Reinforcement L41 34 MK 1 (PL 1x7 6.00-8.00 1.0000 1.0000 Reinforcement) L41 35 MK 2(PL 1x7 6.00-8.00 1.0000 1.0000 Reinforcement) L41 36 MK 2(PL 1x7 6.00-8.00 1.0000 1.0000 Reinforcement) L42 1 Climbing Pegs 5.75-6.00 1.0000 1.0000 L42 2 Safety Line 3/8" 5.75-6.00 1.0000 1.0000 L42 25 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L42 26 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L42 27 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L42 31 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L42 32 MP3-08 Channel 5.75-6.00 1.0000 1.0000 Reinforcement L42 34 MK 1 (PL 1x7 5.75-6.00 1.0000 1.0000 Reinforcement) L42 35 MK 2(PL 1x7 5.75-6.00 1.0000 1.0000 Reinforcement) L42 36 MK 2(PL 1x7 5.75-6.00 1.0000 1.0000 Reinforcement) L43 1 Climbing Pegs 5.44-5.75 1.0000 1.0000 L43 2 Safety Line 3/8" 5.44-5.75 1.0000 1.0000 L43 25 MP3-08 Channel 5.44-5.75 1.0000 1.0000 Reinforcement L43 26 MP3-08 Channel 5.44-5.75 1.0000 1.0000 Reinforcement L43 27 MP3-08 Channel 5.44-5.75 1.0000 1.0000 Reinforcement L43 31 MP3-08 Channel 5.44-5.75 1.0000 1.0000 Reinforcement L43 32 MP3-08 Channel 5.44-5.75 1.0000 1.0000 Reinforcement L43 34 MK 1 (PL 1x7 5.44-5.75 1.0000 1.0000 Reinforcement) L43 35 MK 2(PL 1x7 5.44-5.75 1.0000 1.0000 Reinforcement) L43 36 MK 2(PL 1x7 5.44-5.75 1.0000 1.0000 Reinforcement) L44 1 Climbing Pegs 5.19-5.44 1.0000 1.0000 L44 2 Safety Line 3/8" 5.19-5.44 1.0000 1.0000 L44 25 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L44 26 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L44 27 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L44 31 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L44 32 MP3-08 Channel 5.19-5.44 1.0000 1.0000 Reinforcement L44 34 MK 1 (PL 1x7 5.19-5.44 1.0000 1.0000 Reinforcement) L44 35 MK 2(PL 1x7 5.19-5.44 1.0000 1.0000 Reinforcement) L44 36 MK 2(PL 1x7 5.19-5.44 1.0000 1.0000 Reinforcement) L45 1 Climbing Pegs 4.42-5.19 1.0000 1.0000 L45 2 Safety Line 3/8" 4.42-5.19 1.0000 1.0000 L45 25 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 35 Tower Feed Line Description Feed Line Ka K� Section Record No. Segment No Ice Ice Elev. L45 26 MP3-08 Channel 4.42-5.1 1.0000 1.0000 Reinforcement L45 27 MP3-08 Channel 4.42-5.191 1.0000 1.0000 Reinforcement L45 31 MP3-08 Channel 4.42-5.19 1.0000 1.0000 Reinforcement L45 32 MP3-08 Channel 5.02-5.19 1.0000 1.0000 Reinforcement L45 34 MK 1 (PL 1x7 4.42-5.19 1.0000 1.0000 Reinforcement) L45 35 MK 2(PL 1x7 4.42-5.19 1.0000 1.0000 Reinforcement) L45 36 MK 2(PL 1x7 4.42-5.19 1.0000 1.0000 Reinforcement) L46 1 Climbing Pegs 4.17-4.42 1.0000 1.0000 L46 2 Safety Line 3/8" 4.17-4.42 1.0000 1.0000 L46 25 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L46 26 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L46 27 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L46 31 MP3-08 Channel 4.17-4.42 1.0000 1.0000 Reinforcement L46 34 MK 1 (PL 1x7 4.17-4.42 1.0000 1.0000 Reinforcement) L46 35 MK 2(PL 1x7 4.17-4.42 1.0000 1.0000 Reinforcement) L46 36 MK 2(PL 1x7 4.17-4.42 1.0000 1.0000 Reinforcement) L47 1 Climbing Pegs 4.00-4.17 1.0000 1.0000 L47 2 Safety Line 3/8" 4.00-4.17 1.0000 1.0000 L47 25 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L47 26 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L47 27 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L47 31 MP3-08 Channel 4.00-4.17 1.0000 1.0000 Reinforcement L47 34 MK 1 (PL 1x7 4.00-4.17 1.0000 1.0000 Reinforcement) L47 35 MK 2(PL 1x7 4.00-4.17 1.0000 1.0000 Reinforcement) L47 36 MK 2(PL 1x7 4.00-4.17 1.0000 1.0000 Reinforcement) L48 1 Climbing Pegs 3.75-4.00 1.0000 1.0000 L48 2 Safety Line 3/8" 3.75-4.00 1.0000 1.0000 L48 25 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L48 26 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L48 27 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L48 31 MP3-08 Channel 3.75-4.00 1.0000 1.0000 Reinforcement L48 34 MK 1 (PL 1x7 3.75-4.00 1.0000 1.0000 Reinforcement) L48 35 MK 2(PL 1x7 3.75-4.00 1.0000 1.0000 Reinforcement) L48 36 MK 2(PL 1x7 3.75-4.00 1.0000 1.0000 Reinforcement) L49 1 Climbing Pegs 0.00-3.75 1.0000 1.0000 L49 2 Safety Line 3/8" 0.00-3.75 1.0000 1.0000 L49 25 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement L49 26 MP3-08 Channel 0.00-3.75 1.0000 1.0000 Reinforcement tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 36 Tower Feed Line Description Feed Line & & Section Record No. Segment No Ice Ice Elev. L49 27 MP3-08 Channel 0.00-3.7 1.0000 1.0000 Reinforcement L49 31 MP3-08 Channel 1.88-3.751 1.0000 1.0000 Reinforcement L49 34 MK 1 (PL 1x7 0.00-3.75 1.0000 1.0000 Reinforcement) L49 35 MK 2(PL 1x7 0.00-3.75 1.0000 1.0000 Reinforcement) L49 36 MK 2(PL 1x7 0.00-3.75 1.0000 1.0000 Reinforcement Effective Width of Flat Linear Attachments / Feed Lines Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L6 28 MP3-06 Channel 85.00- Auto 0.3778 Reinforcement 85.50 L6 29 MP3-06 Channel 85.00- Auto 0.3778 Reinforcement 85.50 L6 30 MP3-06 Channel 85.00- Auto 0.3778 Reinforcement 85.50 L7 28 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85.00 L7 29 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85.00 L7 30 MP3-06 Channel 82.08- Auto 0.3626 Reinforcement 85.00 L8 28 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L8 29 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L8 30 MP3-06 Channel 81.83- Auto 0.5819 Reinforcement 82.08 L9 28 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement 81.83 L9 29 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement 81.83 L9 30 MP3-06 Channel 76.83- Auto 0.5391 Reinforcement 81.83 L10 28 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L10 29 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L10 30 MP3-06 Channel 70.42- Auto 0.4787 Reinforcement 76.83 L11 28 MP3-06 Channel 68.58- Auto 0.4841 Reinforcement 70.42 L11 29 MP3-06 Channel 68.58- Auto 0.4841 Reinforcement 70.42 L11 30 MP3-06 Channel 68.58- Auto 0.4841 Reinforcement 70.42 L12 28 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 L12 29 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 L12 30 MP3-06 Channel 63.58- Auto 0.4446 Reinforcement 68.58 L13 28 MP3-06 Channel 58.58- Auto 0.3864 Reinforcement 63.58 L13 29 MP3-06 Channel 58.58- Auto 0.3864 Reinforcement 63.58 L13 30 MP3-06 Channel 58.58- Auto 0.3864 Reinforcement 63.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 37 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L13 41 Bent Plate 0.75x9 58.58- Auto 0.5223 61.17 L13 42 Bent Plate 0.75x9 58.58- Auto 0.5223 61.17 L13 43 Bent Plate 0.75x9 58.58- Auto 0.5223 61.17 L14 28 MP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58.58 L14 29 MP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58.58 L14 30 MP3-06 Channel 53.58- Auto 0.3332 Reinforcement 58.58 L14 41 Bent Plate 0.75x9 53.58- Auto 0.4895 58.58 L14 42 Bent Plate 0.75x9 53.58- Auto 0.4895 58.58 L14 43 Bent Plate 0.75x9 53.58- Auto 0.4895 58.58 L15 28 MP3-06 Channel 48.58- Auto 0.2799 Reinforcement 53.58 L15 29 MP3-06 Channel 48.58- Auto 0.2799 Reinforcement 53.58 L15 30 MP3-06 Channel 48.58- Auto 0.2799 Reinforcement 53.58 L15 41 Bent Plate 0.75x9 48.58- Auto 0.4487 53.58 L15 42 Bent Plate 0.75x9 48.58- Auto 0.4487 53.58 L15 43 Bent Plate 0.75x9 48.58- Auto 0.4487 53.58 L16 28 MP3-06 Channel 43.58- Auto 0.2315 Reinforcement 48.58 L16 29 MP3-06 Channel 43.58- Auto 0.2315 Reinforcement 48.58 L16 30 MP3-06 Channel 43.58- Auto 0.2315 Reinforcement 48.58 L16 41 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L16 42 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L16 43 Bent Plate 0.75x9 43.58- Auto 0.4117 48.58 L17 28 MP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 29 MP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 30 MP3-06 Channel 38.58- Auto 0.1783 Reinforcement 43.58 L17 41 Bent Plate 0.75x9 38.58- Auto 0.3709 43.58 L17 42 Bent Plate 0.75x9 38.58- Auto 0.3709 43.58 L17 43 Bent Plate 0.75x9 38.58- Auto 0.3709 43.58 L18 28 MP3-06 Channel 33.94- Auto 0.1363 Reinforcement 38.58 L18 29 MP3-06 Channel 33.94- Auto 0.1363 Reinforcement 38.58 L18 30 MP3-06 Channel 33.94- Auto 0.1363 Reinforcement 38.58 L18 37 MK 4(PL 1x4 33.94- Auto 0.0000 Reinforcement) 37.00 L18 38 MK 4(PL 1x4 33.94- Auto 0.0000 Reinforcement) 37.00 L18 39 MK 4(PL 1x4 33.94- Auto 0.0000 Reinforcement) 37.00 L18 41 Bent Plate 0.75x9 33.94- Auto 0.3388 38.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 38 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L18 42 Bent Plate 0.75x9 33.94- Auto 0.3388 38.58 L18 43 Bent Plate 0.75x9 33.94- Auto 0.3388 38.58 L19 28 MP3-06 Channel 32.94- Auto 0.2045 Reinforcement 33.94 L19 29 MP3-06 Channel 32.94- Auto 0.2045 Reinforcement 33.94 L19 30 MP3-06 Channel 32.94- Auto 0.2045 Reinforcement 33.94 L19 37 MK 4(PL 1x4 32.94- Auto 0.0000 Reinforcement) 33.94 L19 38 MK 4(PL 1x4 32.94- Auto 0.0000 Reinforcement) 33.94 L19 39 MK 4(PL 1x4 32.94- Auto 0.0000 Reinforcement) 33.94 L19 41 Bent Plate 0.75x9 33.75- Auto 0.3936 33.94 L19 42 Bent Plate 0.75x9 33.75- Auto 0.3936 33.94 L19 43 Bent Plate 0.75x9 33.75- Auto 0.3936 33.94 L20 25 MP3-08 Channel 30.00- Auto 0.2806 Reinforcement 30.50 L20 26 MP3-08 Channel 30.00- Auto 0.2806 Reinforcement 30.50 L20 27 MP3-08 Channel 30.00- Auto 0.2806 Reinforcement 30.50 L20 28 MP3-06 Channel 30.50- Auto 0.1847 Reinforcement 32.94 L20 29 MP3-06 Channel 30.50- Auto 0.1847 Reinforcement 32.94 L20 30 MP3-06 Channel 30.50- Auto 0.1847 Reinforcement 32.94 L20 34 MK 1 (PL 1x7 30.00- Auto 0.1914 Reinforcement) 32.00 L20 35 MK 2(PL 1x7 30.00- Auto 0.1914 Reinforcement) 32.00 L20 36 MK 2(PL 1x7 30.00- Auto 0.1914 Reinforcement) 32.00 L20 37 MK 4(PL 1x4 30.00- Auto 0.0000 Reinforcement) 32.94 L20 38 MK 4(PL 1x4 30.00- Auto 0.0000 Reinforcement) 32.94 L20 39 MK 4(PL 1x4 30.00- Auto 0.0000 Reinforcement) 32.94 L21 25 MP3-08 Channel 29.75- Auto 0.2821 Reinforcement 30.00 L21 26 MP3-08 Channel 29.75- Auto 0.2821 Reinforcement 30.00 L21 27 MP3-08 Channel 29.75- Auto 0.2821 Reinforcement 30.00 L21 34 MK 1 (PL 1x7 29.75- Auto 0.1867 Reinforcement) 30.00 L21 35 MK 2(PL 1x7 29.75- Auto 0.1867 Reinforcement) 30.00 L21 36 MK 2(PL 1x7 29.75- Auto 0.1867 Reinforcement) 30.00 L21 37 MK 4(PL 1x4 29.75- Auto 0.0000 Reinforcement) 30.00 L21 38 MK 4(PL 1x4 29.75- Auto 0.0000 Reinforcement) 30.00 L21 39 MK 4(PL 1x4 29.75- Auto 0.0000 Reinforcement) 30.00 L22 25 MP3-08 Channel 28.75- Auto 0.2774 Reinforcement 29.75 L22 26 MP3-08 Channel 28.75- Auto 0.2774 Reinforcement 29.75 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 39 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L22 27 MP3-08 Channel 28.75- Auto 0.2774 Reinforcement 29.75 L22 34 MK 1 (PL 1x7 28.75- Auto 0.1814 Reinforcement) 29.75 L22 35 MK 2(PL 1x7 28.75- Auto 0.1814 Reinforcement) 29.75 L22 36 MK 2(PL 1x7 28.75- Auto 0.1814 Reinforcement) 29.75 L22 37 MK 4(PL 1x4 28.75- Auto 0.0000 Reinforcement) 29.75 L22 38 MK 4(PL 1x4 28.75- Auto 0.0000 Reinforcement) 29.75 L22 39 MK 4(PL 1x4 28.75- Auto 0.0000 Reinforcement) 29.75 L23 25 MP3-08 Channel 28.40- Auto 0.3061 Reinforcement 28.75 L23 26 MP3-08 Channel 28.40- Auto 0.3061 Reinforcement 28.75 L23 27 MP3-08 Channel 28.40- Auto 0.3061 Reinforcement 28.75 L23 34 MK 1 (PL 1x7 28.40- Auto 0.2139 Reinforcement) 28.75 L23 35 MK 2(PL 1x7 28.40- Auto 0.2139 Reinforcement) 28.75 L23 36 MK 2(PL 1x7 28.40- Auto 0.2139 Reinforcement) 28.75 L23 37 MK 4(PL 1x4 28.40- Auto 0.0000 Reinforcement) 28.75 L23 38 MK 4(PL 1x4 28.40- Auto 0.0000 Reinforcement) 28.75 L23 39 MK 4(PL 1x4 28.40- Auto 0.0000 Reinforcement) 28.75 L24 25 MP3-08 Channel 28.17- Auto 0.3039 Reinforcement 28.40 L24 26 MP3-08 Channel 28.17- Auto 0.3039 Reinforcement 28.40 L24 27 MP3-08 Channel 28.17- Auto 0.3039 Reinforcement 28.40 L24 34 MK 1 (PL 1x7 28.17- Auto 0.2114 Reinforcement) 28.40 L24 35 MK 2(PL 1x7 28.17- Auto 0.2114 Reinforcement) 28.40 L24 36 MK 2(PL 1x7 28.17- Auto 0.2114 Reinforcement) 28.40 L24 37 MK 4(PL 1x4 28.17- Auto 0.0000 Reinforcement) 28.40 L24 38 MK 4(PL 1x4 28.17- Auto 0.0000 Reinforcement) 28.40 L24 39 MK 4(PL 1x4 28.17- Auto 0.0000 Reinforcement) 28.40 L25 25 MP3-08 Channel 27.92- Auto 0.3021 Reinforcement 28.17 L25 26 MP3-08 Channel 27.92- Auto 0.3021 Reinforcement 28.17 L25 27 MP3-08 Channel 27.92- Auto 0.3021 Reinforcement 28.17 L25 34 MK 1 (PL 1x7 27.92- Auto 0.2094 Reinforcement) 28.17 L25 35 MK 2(PL 1x7 27.92- Auto 0.2094 Reinforcement) 28.17 L25 36 MK 2(PL 1x7 27.92- Auto 0.2094 Reinforcement) 28.17 L25 37 MK 4(PL 1x4 27.92- Auto 0.0000 Reinforcement) 28.17 L25 38 MK 4(PL 1x4 27.92- Auto 0.0000 Reinforcement) 28.17 L25 39 MK 4(PL 1x4 27.92- Auto 0.0000 Reinforcement) 28.17 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 40 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L26 25 MP3-08 Channel 27.67- Auto 0.3045 Reinforcement 27.92 L26 26 MP3-08 Channel 27.67- Auto 0.3045 Reinforcement 27.92 L26 27 MP3-08 Channel 27.67- Auto 0.3045 Reinforcement 27.92 L26 34 MK 1 (PL 1x7 27.67- Auto 0.2121 Reinforcement) 27.92 L26 35 MK 2(PL 1x7 27.67- Auto 0.2121 Reinforcement) 27.92 L26 36 MK 2(PL 1x7 27.67- Auto 0.2121 Reinforcement) 27.92 L26 37 MK 4(PL 1x4 27.67- Auto 0.0000 Reinforcement) 27.92 L26 38 MK 4(PL 1x4 27.67- Auto 0.0000 Reinforcement) 27.92 L26 39 MK 4(PL 1x4 27.67- Auto 0.0000 Reinforcement) 27.92 L27 25 MP3-08 Channel 26.83- Auto 0.2962 Reinforcement 27.67 L27 26 MP3-08 Channel 26.83- Auto 0.2962 Reinforcement 27.67 L27 27 MP3-08 Channel 26.83- Auto 0.2962 Reinforcement 27.67 L27 34 MK 1 (PL 1x7 26.83- Auto 0.2026 Reinforcement) 27.67 L27 35 MK 2(PL 1x7 26.83- Auto 0.2026 Reinforcement) 27.67 L27 36 MK 2(PL 1x7 26.83- Auto 0.2026 Reinforcement) 27.67 L27 37 MK 4(PL 1x4 27.00- Auto 0.0000 Reinforcement) 27.67 L27 38 MK 4(PL 1x4 27.00- Auto 0.0000 Reinforcement) 27.67 L27 39 MK 4(PL 1x4 27.00- Auto 0.0000 Reinforcement) 27.67 L28 25 MP3-08 Channel 26.58- Auto 0.3174 Reinforcement 26.83 L28 26 MP3-08 Channel 26.58- Auto 0.3174 Reinforcement 26.83 L28 27 MP3-08 Channel 26.58- Auto 0.3174 Reinforcement 26.83 L28 34 MK 1 (PL 1x7 26.58- Auto 0.2267 Reinforcement) 26.83 L28 35 MK 2(PL 1x7 26.58- Auto 0.2267 Reinforcement) 26.83 L28 36 MK 2(PL 1x7 26.58- Auto 0.2267 Reinforcement) 26.83 L29 25 MP3-08 Channel 21.58- Auto 0.2850 Reinforcement 26.58 L29 26 MP3-08 Channel 21.58- Auto 0.2850 Reinforcement 26.58 L29 27 MP3-08 Channel 21.58- Auto 0.2850 Reinforcement 26.58 L29 34 MK 1 (PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L29 35 MK 2(PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L29 36 MK 2(PL 1x7 21.58- Auto 0.1901 Reinforcement) 26.58 L30 25 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L30 26 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L30 27 MP3-08 Channel 16.58- Auto 0.2349 Reinforcement 21.58 L30 31 MP3-08 Channel 16.58- Auto 0.2172 Reinforcement 16.88 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 41 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L30 32 MP3-08 Channel 16.58- Auto 0.2290 Reinforcement 20.02 L30 34 MK 1 (PL 1x7 16.58- Auto 0.1332 Reinforcement) 21.58 L30 35 MK 2(PL 1x7 16.58- Auto 0.1332 Reinforcement) 21.58 L30 36 MK 2(PL 1x7 16.58- Auto 0.1332 Reinforcement) 21.58 L31 25 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L31 26 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L31 27 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L31 31 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L31 32 MP3-08 Channel 16.16- Auto 0.2145 Reinforcement 16.58 L31 34 MK 1 (PL 1x7 16.16- Auto 0.1102 Reinforcement) 16.58 L31 35 MK 2(PL 1x7 16.16- Auto 0.1102 Reinforcement) 16.58 L31 36 MK 2(PL 1x7 16.16- Auto 0.1102 Reinforcement) 16.58 L32 25 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L32 26 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L32 27 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L32 31 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L32 32 MP3-08 Channel 15.91 - Auto 0.2120 Reinforcement 16.16 L32 34 MK 1 (PL 1x7 15.91 - Auto 0.1073 Reinforcement) 16.16 L32 35 MK 2(PL 1x7 15.91 - Auto 0.1073 Reinforcement) 16.16 L32 36 MK 2(PL 1x7 15.91 - Auto 0.1073 Reinforcement) 16.16 L33 25 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L33 26 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L33 27 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L33 31 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L33 32 MP3-08 Channel 14.00- Auto 0.2039 Reinforcement 15.91 L33 34 MK 1 (PL 1x7 14.00- Auto 0.0982 Reinforcement) 15.91 L33 35 MK 2(PL 1x7 14.00- Auto 0.0982 Reinforcement) 15.91 L33 36 MK 2(PL 1x7 14.00- Auto 0.0982 Reinforcement) 15.91 L34 25 MP3-08 Channel 13.75- Auto 0.2888 Reinforcement 14.00 L34 26 MP3-08 Channel 13.75- Auto 0.2888 Reinforcement 14.00 L34 27 MP3-08 Channel 13.75- Auto 0.2888 Reinforcement 14.00 L34 31 MP3-08 Channel 13.75- Auto 0.2888 Reinforcement 14.00 L34 32 MP3-08 Channel 13.75- Auto 0.2888 Reinforcement 14.00 L34 34 MK 1 (PL 1x7 13.75- Auto 0.1943 Reinforcement) 14.00 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 42 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L34 35 MK 2(PL 1x7 13.75- Auto 0.1943 Reinforcement) 14.00 L34 36 MK 2(PL 1x7 13.75- Auto 0.1943 Reinforcement) 14.00 L35 25 MP3-08 Channel 12.92- Auto 0.2763 Reinforcement 13.75 L35 26 MP3-08 Channel 12.92- Auto 0.2763 Reinforcement 13.75 L35 27 MP3-08 Channel 12.92- Auto 0.2763 Reinforcement 13.75 L35 31 MP3-08 Channel 12.92- Auto 0.2763 Reinforcement 13.75 L35 32 MP3-08 Channel 12.92- Auto 0.2763 Reinforcement 13.75 L35 34 MK 1 (PL 1x7 12.92- Auto 0.1801 Reinforcement) 13.75 L35 35 MK 2(PL 1x7 12.92- Auto 0.1801 Reinforcement) 13.75 L35 36 MK 2(PL 1x7 12.92- Auto 0.1801 Reinforcement) 13.75 L36 25 MP3-08 Channel 12.67- Auto 0.2891 Reinforcement 12.92 L36 26 MP3-08 Channel 12.67- Auto 0.2891 Reinforcement 12.92 L36 27 MP3-08 Channel 12.67- Auto 0.2891 Reinforcement 12.92 L36 31 MP3-08 Channel 12.67- Auto 0.2891 Reinforcement 12.92 L36 32 MP3-08 Channel 12.67- Auto 0.2891 Reinforcement 12.92 L36 34 MK 1 (PL 1x7 12.67- Auto 0.1947 Reinforcement) 12.92 L36 35 MK 2(PL 1x7 12.67- Auto 0.1947 Reinforcement) 12.92 L36 36 MK 2(PL 1x7 12.67- Auto 0.1947 Reinforcement) 12.92 L37 25 MP3-08 Channel 8.75-12.67 Auto 0.1805 Reinforcement L37 26 MP3-08 Channel 8.75-12.67 Auto 0.1805 Reinforcement L37 27 MP3-08 Channel 8.75-12.67 Auto 0.1805 Reinforcement L37 31 MP3-08 Channel 8.75-12.67 Auto 0.1805 Reinforcement L37 32 MP3-08 Channel 8.75-12.67 Auto 0.1805 Reinforcement L37 34 MK 1 (PL 1x7 8.75-12.67 Auto 0.0717 Reinforcement) L37 35 MK 2(PL 1x7 8.75-12.67 Auto 0.0717 Reinforcement) L37 36 MK 2(PL 1x7 8.75-12.67 Auto 0.0717 Reinforcement) L38 25 MP3-08 Channel 8.50-8.75 Auto 0.1522 Reinforcement L38 26 MP3-08 Channel 8.50-8.75 Auto 0.1522 Reinforcement L38 27 MP3-08 Channel 8.50-8.75 Auto 0.1522 Reinforcement L38 31 MP3-08 Channel 8.50-8.75 Auto 0.1522 Reinforcement L38 32 MP3-08 Channel 8.50-8.75 Auto 0.1522 Reinforcement L38 34 MK 1 (PL 1x7 8.50-8.75 Auto 0.0396 Reinforcement) L38 35 MK 2(PL 1x7 8.50-8.75 Auto 0.0396 Reinforcement) L38 36 MK 2(PL 1x7 8.50-8.75 Auto 0.0396 Reinforcement) tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 43 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L39 25 MP3-08 Channel 8.25-8.50 Auto 0.1461 Reinforcement L39 26 MP3-08 Channel 8.25-8.50 Auto 0.1461 Reinforcement L39 27 MP3-08 Channel 8.25-8.50 Auto 0.1461 Reinforcement L39 31 MP3-08 Channel 8.25-8.50 Auto 0.1461 Reinforcement L39 32 MP3-08 Channel 8.25-8.50 Auto 0.1461 Reinforcement L39 34 MK 1 (PL 1x7 8.25-8.50 Auto 0.0327 Reinforcement) L39 35 MK 2(PL 1x7 8.25-8.50 Auto 0.0327 Reinforcement) L39 36 MK 2(PL 1x7 8.25-8.50 Auto 0.0327 Reinforcement) L40 25 MP3-08 Channel 8.00-8.25 Auto 0.1442 Reinforcement L40 26 MP3-08 Channel 8.00-8.25 Auto 0.1442 Reinforcement L40 27 MP3-08 Channel 8.00-8.25 Auto 0.1442 Reinforcement L40 31 MP3-08 Channel 8.00-8.25 Auto 0.1442 Reinforcement L40 32 MP3-08 Channel 8.00-8.25 Auto 0.1442 Reinforcement L40 34 MK 1 (PL 1x7 8.00-8.25 Auto 0.0305 Reinforcement) L40 35 MK 2(PL 1x7 8.00-8.25 Auto 0.0305 Reinforcement) L40 36 MK 2(PL 1x7 8.00-8.25 Auto 0.0305 Reinforcement) L41 25 MP3-08 Channel 6.00-8.00 Auto 0.1358 Reinforcement L41 26 MP3-08 Channel 6.00-8.00 Auto 0.1358 Reinforcement L41 27 MP3-08 Channel 6.00-8.00 Auto 0.1358 Reinforcement L41 31 MP3-08 Channel 6.00-8.00 Auto 0.1358 Reinforcement L41 32 MP3-08 Channel 6.00-8.00 Auto 0.1358 Reinforcement L41 34 MK 1 (PL 1x7 6.00-8.00 Auto 0.0210 Reinforcement) L41 35 MK 2(PL 1x7 6.00-8.00 Auto 0.0210 Reinforcement) L41 36 MK 2(PL 1x7 6.00-8.00 Auto 0.0210 Reinforcement) L42 25 MP3-08 Channel 5.75-6.00 Auto 0.2119 Reinforcement L42 26 MP3-08 Channel 5.75-6.00 Auto 0.2119 Reinforcement L42 27 MP3-08 Channel 5.75-6.00 Auto 0.2119 Reinforcement L42 31 MP3-08 Channel 5.75-6.00 Auto 0.2119 Reinforcement L42 32 MP3-08 Channel 5.75-6.00 Auto 0.2119 Reinforcement L42 34 MK 1 (PL 1x7 5.75-6.00 Auto 0.1071 Reinforcement) L42 35 MK 2(PL 1x7 5.75-6.00 Auto 0.1071 Reinforcement) L42 36 MK 2(PL 1x7 5.75-6.00 Auto 0.1071 Reinforcement) L43 25 MP3-08 Channel 5.44-5.75 Auto 0.2689 Reinforcement L43 26 MP3-08 Channel 5.44-5.75 Auto 0.2689 Reinforcement tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 44 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L43 27 MP3-08 Channel 5.44-5.75 Auto 0.2689 Reinforcement L43 31 MP3-08 Channel 5.44-5.75 Auto 0.2689 Reinforcement L43 32 MP3-08 Channel 5.44-5.75 Auto 0.2689 Reinforcement L43 34 MK 1 (PL 1x7 5.44-5.75 Auto 0.1718 Reinforcement) L43 35 MK 2(PL 1x7 5.44-5.75 Auto 0.1718 Reinforcement) L43 36 MK 2(PL 1x7 5.44-5.75 Auto 0.1718 Reinforcement) L44 25 MP3-08 Channel 5.19-5.44 Auto 0.2668 Reinforcement L44 26 MP3-08 Channel 5.19-5.44 Auto 0.2668 Reinforcement L44 27 MP3-08 Channel 5.19-5.44 Auto 0.2668 Reinforcement L44 31 MP3-08 Channel 5.19-5.44 Auto 0.2668 Reinforcement L44 32 MP3-08 Channel 5.19-5.44 Auto 0.2668 Reinforcement L44 34 MK 1 (PL 1x7 5.19-5.44 Auto 0.1694 Reinforcement) L44 35 MK 2(PL 1x7 5.19-5.44 Auto 0.1694 Reinforcement) L44 36 MK 2(PL 1x7 5.19-5.44 Auto 0.1694 Reinforcement) L45 25 MP3-08 Channel 4.42-5.19 Auto 0.2545 Reinforcement L45 26 MP3-08 Channel 4.42-5.19 Auto 0.2545 Reinforcement L45 27 MP3-08 Channel 4.42-5.19 Auto 0.2545 Reinforcement L45 31 MP3-08 Channel 4.42-5.19 Auto 0.2545 Reinforcement L45 32 MP3-08 Channel 5.02-5.19 Auto 0.2568 Reinforcement L45 34 MK 1 (PL 1x7 4.42-5.19 Auto 0.1555 Reinforcement) L45 35 MK 2(PL 1x7 4.42-5.19 Auto 0.1555 Reinforcement) L45 36 MK 2(PL 1x7 4.42-5.19 Auto 0.1555 Reinforcement) L46 25 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L46 26 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L46 27 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L46 31 MP3-08 Channel 4.17-4.42 Auto 0.1662 Reinforcement L46 34 MK 1 (PL 1x7 4.17-4.42 Auto 0.0554 Reinforcement) L46 35 MK 2(PL 1x7 4.17-4.42 Auto 0.0554 Reinforcement) L46 36 MK 2(PL 1x7 4.17-4.42 Auto 0.0554 Reinforcement) L47 25 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L47 26 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L47 27 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L47 31 MP3-08 Channel 4.00-4.17 Auto 0.1646 Reinforcement L47 34 MK 1 (PL 1x7 4.00-4.17 Auto 0.0536 Reinforcement) tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 45 Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Calculatio Width Elev. n Ratio Method L47 35 MK 2(PL 1x7 4.00-4.17 Auto 0.0536 Reinforcement) L47 36 MK 2(PL 1x7 4.00-4.17 Auto 0.0536 Reinforcement) L48 25 MP3-08 Channel 3.75-4.00 Auto 0.2053 Reinforcement L48 26 MP3-08 Channel 3.75-4.00 Auto 0.2053 Reinforcement L48 27 MP3-08 Channel 3.75-4.00 Auto 0.2053 Reinforcement L48 31 MP3-08 Channel 3.75-4.00 Auto 0.2053 Reinforcement L48 34 MK 1 (PL 1x7 3.75-4.00 Auto 0.0997 Reinforcement) L48 35 MK 2(PL 1x7 3.75-4.00 Auto 0.0997 Reinforcement) L48 36 MK 2(PL 1x7 3.75-4.00 Auto 0.0997 Reinforcement) L49 25 MP3-08 Channel 0.00-3.75 Auto 0.2241 Reinforcement L49 26 MP3-08 Channel 0.00-3.75 Auto 0.2241 Reinforcement L49 27 MP3-08 Channel 0.00-3.75 Auto 0.2241 Reinforcement L49 31 MP3-08 Channel 1.88-3.75 Auto 0.2311 Reinforcement L49 34 MK 1 (PL 1x7 0.00-3.75 Auto 0.1210 Reinforcement) L49 35 MK 2(PL 1x7 0.00-3.75 Auto 0.1210 Reinforcement) L49 36 MK 2(PL 1x7 0.00-3.75 Auto 0.1210 Reinforcement Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ft DB810E-PS A From Leg 6.00 0.00 107.00 No Ice 4.42 4.42 0.04 0.00 1/2" 5.93 5.93 0.07 12.00 Ice 7.46 7.46 0.11 1"Ice DS7A08F36U-N C From Leg 6.00 0.00 107.00 No Ice 3.27 3.27 0.03 0.00 1/2" 4.39 4.39 0.05 10.00 Ice 5.53 5.53 0.08 1"Ice CP00732 A From Leg 6.00 0.00 107.00 No Ice 0.32 0.32 0.01 0.00 1/2" 0.40 0.40 0.01 0.00 Ice 0.48 0.48 0.02 1"Ice 4'x 2"Pipe Mount A From Leg 6.00 0.00 107.00 No Ice 0.79 0.79 0.03 0.00 1/2" 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 0.00 107.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice Side Arm Mount[SO 702- A From Leg 3.00 0.00 107.00 No Ice 0.62 1.49 0.03 1] 0.00 1/2" 0.74 2.07 0.04 0.00 Ice 0.89 2.54 0.06 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 46 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 1"Ice Side Arm Mount[SO 702- C From Leg 3.00 0.00 107.00 No Ice 0.62 1.49 0.03 1] 0.00 1/2" 0.74 2.07 0.04 0.00 Ice 0.89 2.54 0.06 1"Ice X7CAP-480-V w/Mount A From Leg 4.00 0.00 102.00 No Ice 7.02 4.69 0.06 Pipe 0.00 1/2" 7.63 5.26 0.11 3.00 Ice 8.26 5.84 0.17 1"Ice X7CAP-480-V w/Mount B From Leg 4.00 0.00 102.00 No Ice 7.02 4.69 0.06 Pipe 0.00 1/2" 7.63 5.26 0.11 3.00 Ice 8.26 5.84 0.17 1"Ice X7CAP-480-V w/Mount C From Leg 4.00 0.00 102.00 No Ice 7.02 4.69 0.06 Pipe 0.00 1/2" 7.63 5.26 0.11 3.00 Ice 8.26 5.84 0.17 1"Ice (2)SBNHH-1 D65A w/ A From Leg 4.00 0.00 102.00 No Ice 3.04 2.45 0.05 Mount Pipe 0.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice (2)SBNHH-1 D65A w/ B From Leg 4.00 0.00 102.00 No Ice 3.04 2.45 0.05 Mount Pipe 0.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice (2)SBNHH-1 D65A w/ C From Leg 4.00 0.00 102.00 No Ice 3.04 2.45 0.05 Mount Pipe 0.00 1/2" 3.34 2.75 0.10 3.00 Ice 3.65 3.05 0.16 1"Ice RXXDC-3315-PF-48 A From Leg 4.00 0.00 102.00 No Ice 3.71 2.19 0.02 0.00 1/2" 3.95 2.39 0.05 3.00 Ice 4.20 2.61 0.09 1"Ice RXXDC-3315-PF-48 B From Leg 4.00 0.00 102.00 No Ice 3.71 2.19 0.02 0.00 1/2" 3.95 2.39 0.05 3.00 Ice 4.20 2.61 0.09 1"Ice RXXDC-3315-PF-48 C From Leg 4.00 0.00 102.00 No Ice 3.71 2.19 0.02 0.00 1/2" 3.95 2.39 0.05 3.00 Ice 4.20 2.61 0.09 1"Ice 8'x 2"Mount Pipe A From Leg 4.00 0.00 102.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe B From Leg 4.00 0.00 102.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe C From Leg 4.00 0.00 102.00 No Ice 1.90 1.90 0.03 0.00 112" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice Tx 2"Pipe Mount A From Leg 4.00 0.00 102.00 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 3'x 2"Pipe Mount B From Leg 4.00 0.00 102.00 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 C From Leg 4.00 0.00 102.00 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 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 47 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 1"Ice (2)Support Rail A From Leg 4.00 0.00 102.00 No Ice 2.40 0.40 0.03 0.00 1/2" 3.19 0.53 0.04 0.00 Ice 3.98 0.66 0.05 1"Ice (2)Support Rail B From Leg 4.00 0.00 102.00 No Ice 2.40 0.40 0.03 0.00 1/2" 3.19 0.53 0.04 0.00 Ice 3.98 0.66 0.05 1"Ice (2)Support Rail C From Leg 4.00 0.00 102.00 No Ice 2.40 0.40 0.03 0.00 1/2" 3.19 0.53 0.04 0.00 Ice 3.98 0.66 0.05 1"Ice Platform Mount[LP 303- C None 0.00 102.00 No Ice 28.31 28.31 1.77 1_KCKR-HR-1] 1/2" 35.69 35.69 2.30 Ice 43.11 43.11 2.94 1"Ice RFV01U-D1A A From Leg 4.00 0.00 102.00 No Ice 1.88 1.25 0.08 0.00 1/2" 2.05 1.39 0.10 3.00 Ice 2.22 1.54 0.12 1"Ice RFV01U-D1A B From Leg 4.00 0.00 102.00 No Ice 1.88 1.25 0.08 0.00 1/2" 2.05 1.39 0.10 3.00 Ice 2.22 1.54 0.12 1"Ice RFV01U-D1A C From Leg 4.00 0.00 102.00 No Ice 1.88 1.25 0.08 0.00 1/2" 2.05 1.39 0.10 3.00 Ice 2.22 1.54 0.12 1"Ice RFV01 U-D2A A From Leg 4.00 0.00 102.00 No Ice 1.88 1.01 0.07 0.00 1/2" 2.05 1.14 0.09 3.00 Ice 2.22 1.28 0.11 1"Ice RFV01 U-D2A B From Leg 4.00 0.00 102.00 No Ice 1.88 1.01 0.07 0.00 1/2" 2.05 1.14 0.09 3.00 Ice 2.22 1.28 0.11 1"Ice RFV01 U-D2A C From Leg 4.00 0.00 102.00 No Ice 1.88 1.01 0.07 0.00 1/2" 2.05 1.14 0.09 3.00 Ice 2.22 1.28 0.11 1"Ice APXVAARR24_43-U-NA20 A From Leg 4.00 0.00 88.00 No Ice 14.69 6.87 0.19 W/Mount Pipe 0.00 1/2" 15.46 7.55 0.31 2.00 Ice 16.23 8.25 0.46 1"Ice APXVAARR24_43-U-NA20 B From Leg 4.00 0.00 88.00 No Ice 14.69 6.87 0.19 W/Mount Pipe 0.00 1/2" 15.46 7.55 0.31 2.00 Ice 16.23 8.25 0.46 1"Ice APXVAARR24_43-U-NA20 C From Leg 4.00 0.00 88.00 No Ice 14.69 6.87 0.19 W/Mount Pipe 0.00 1/2" 15.46 7.55 0.31 2.00 Ice 16.23 8.25 0.46 1"Ice 8'x 2"Mount Pipe A From Leg 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe B From Leg 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 0.00 1/2" 2.73 2.73 0.04 0.00 Ice 3.40 3.40 0.06 1"Ice 8'x 2"Mount Pipe C From Leg 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 0.00 2.73 2.73 0.04 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 48 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 0.00 1/2" 3.40 3.40 0.06.. .... Ice 1"Ice Platform Mount[LP 303- C None 0.00 88.00 No Ice 28.31 28.31 1.77 1_KCKR-HR-1] 1/2" 35.69 35.69 2.30 Ice 43.11 43.11 2.94 1"Ice VV-65B-R1_TMO w/ A From Leg 4.00 0.00 88.00 No Ice 5.82 3.48 0.07 Mount Pipe 0.00 1/2" 6.37 4.00 0.12 2.00 Ice 6.94 4.54 0.19 1"Ice VV-65B-R1_TMO w/ B From Leg 4.00 0.00 88.00 No Ice 5.82 3.48 0.07 Mount Pipe 0.00 1/2" 6.37 4.00 0.12 2.00 Ice 6.94 4.54 0.19 1"Ice VV-65B-R1_TMO w/ C From Leg 4.00 0.00 88.00 No Ice 5.82 3.48 0.07 Mount Pipe 0.00 1/2" 6.37 4.00 0.12 2.00 Ice 6.94 4.54 0.19 1"Ice AIR 6419 A From Leg 4.00 0.00 88.00 No Ice 5.79 2.97 0.10 B41_TMO_CCIV2 w/ 0.00 1/2" 6.24 3.34 0.14 Mount Pipe 2.00 Ice 6.71 3.73 0.19 1"Ice AIR 6419 B From Leg 4.00 0.00 88.00 No Ice 5.79 2.97 0.10 B41_TMO_CCIV2 w/ 0.00 1/2" 6.24 3.34 0.14 Mount Pipe 2.00 Ice 6.71 3.73 0.19 1"Ice AIR 6419 C From Leg 4.00 0.00 88.00 No Ice 5.79 2.97 0.10 B41_TMO_CCIV2 w/ 0.00 1/2" 6.24 3.34 0.14 Mount Pipe 2.00 Ice 6.71 3.73 0.19 1"Ice RADIO 4449 B71 B85A_T- A From Leg 4.00 0.00 88.00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/2" 2.15 1.75 0.09 2.00 Ice 2.33 1.92 0.12 1"Ice RADIO 4449 B71 B85A_T- B From Leg 4.00 0.00 88.00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/2" 2.15 1.75 0.09 2.00 Ice 2.33 1.92 0.12 1"Ice RADIO 4449 B71 B85A_T- C From Leg 4.00 0.00 88.00 No Ice 1.97 1.59 0.07 MOBILE 0.00 1/2" 2.15 1.75 0.09 2.00 Ice 2.33 1.92 0.12 1"Ice RADIO 4460 132/1325 A From Leg 4.00 0.00 88.00 No Ice 2.14 1.69 0.11 B66_TMO 0.00 1/2" 2.32 1.85 0.13 2.00 Ice 2.51 2.02 0.16 1"Ice RADIO 4460 B2/B25 B From Leg 4.00 0.00 88.00 No Ice 2.14 1.69 0.11 B66_TMO 0.00 1/2" 2.32 1.85 0.13 2.00 Ice 2.51 2.02 0.16 1"Ice RADIO 4460 132/625 C From Leg 4.00 0.00 88.00 No Ice 2.14 1.69 0.11 B66_TMO 0.00 1/2" 2.32 1.85 0.13 2.00 Ice 2.51 2.02 0.16 1"Ice (4)DB845N65ZAXT w/ A From Leg 4.00 0.00 78.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/2" 5.64 6.21 0.10 2.00 Ice 6.24 6.83 0.17 1"Ice (4)DB845N65ZAXT w/ B From Leg 4.00 0.00 78.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/2" 5.64 6.21 0.10 2.00 Ice 6.24 6.83 0.17 1"Ice tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 49 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 (4)DB845N65ZAXT w/ C From Leg 4.00 0.00 78.00 No Ice 5.05 5.62 0.05 Mount Pipe 0.00 1/2" 5.64 6.21 0.10 2.00 Ice 6.24 6.83 0.17 1"Ice Platform Mount[LP 305-1] C None 0.00 78.00 No Ice 18.04 18.04 1.12 1/2" 22.04 22.04 1.47 Ice 26.06 26.06 1.88 1"Ice (3)NNHH-65A-R4 w/ A From Leg 4.00 0.00 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice (3)NNHH-65A-R4 w/ B From Leg 4.00 0.00 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice (3)NNHH-65A-R4 w/ C From Leg 4.00 0.00 70.00 No Ice 5.66 3.05 0.09 Mount Pipe 0.00 1/2" 6.04 3.39 0.15 0.00 Ice 6.44 3.74 0.23 1"Ice RRH4X25-WCS A From Leg 4.00 0.00 70.00 No Ice 3.34 3.84 0.09 0.00 112" 3.59 4.09 0.13 0.00 Ice 3.84 4.36 0.16 1"Ice RRH4X25-WCS B From Leg 4.00 0.00 70.00 No Ice 3.34 3.84 0.09 0.00 1/2" 3.59 4.09 0.13 0.00 Ice 3.84 4.36 0.16 1"Ice RRH4X25-WCS C From Leg 4.00 0.00 70.00 No Ice 3.34 3.84 0.09 0.00 1/2" 3.59 4.09 0.13 0.00 Ice 3.84 4.36 0.16 1"Ice B25 RRH4x30 A From Leg 4.00 0.00 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice B25 RRH4x30 B From Leg 4.00 0.00 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice B25 RRH4x30 C From Leg 4.00 0.00 70.00 No Ice 2.20 1.74 0.06 0.00 1/2" 2.39 1.92 0.08 0.00 Ice 2.59 2.11 0.10 1"Ice BAND 5 AHCA RRH4X40 A From Leg 4.00 0.00 70.00 No Ice 1.31 0.75 0.04 0.00 1/2" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice BAND 5 AHCA RRH4X40 B From Leg 4.00 0.00 70.00 No Ice 1.31 0.75 0.04 0.00 112" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice BAND 5 AHCA RRH4X40 C From Leg 4.00 0.00 70.00 No Ice 1.31 0.75 0.04 0.00 1/2" 1.46 0.86 0.05 0.00 Ice 1.61 0.98 0.07 1"Ice AHLBA A From Leg 4.00 0.00 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 1"Ice AHLBA B From Leg 4.00 0.00 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 50 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 1"Ice AHLBA C From Leg 4.00 0.00 70.00 No Ice 3.67 2.31 0.10 0.00 1/2" 3.92 2.51 0.13 0.00 Ice 4.18 2.73 0.16 1"Ice DC6-48-60-18-8F A From Leg 4.00 0.00 70.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 0.00 Ice 1.64 1.64 0.06 1"Ice DC6-48-60-18-8F B From Leg 4.00 0.00 70.00 No Ice 0.92 0.92 0.02 0.00 1/2" 1.46 1.46 0.04 0.00 Ice 1.64 1.64 0.06 1"Ice (2)4'x 2"Pipe Mount A From Leg 4.00 0.00 70.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 0.00 Ice 1.28 1.28 0.04 1"Ice (2)4'x 2"Pipe Mount B From Leg 4.00 0.00 70.00 No Ice 0.79 0.79 0.03 0.00 1/2" 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 0.00 70.00 No Ice 0.79 0.79 0.03 0.00 1/2" 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 0.00 70.00 No Ice 13.40 13.40 0.77 112" 16.44 16.44 1.00 Ice 19.70 19.70 1.29 1"Ice Aero Bridge Stiffener A From Leg 0.50 0.00 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 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 0.00 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 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 0.00 78.00 No Ice 8.88 1.44 0.34 0.00 1/2" 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 0.00 70.00 No Ice 8.88 1.44 0.34 0.00 112" 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 0.00 70.00 No Ice 8.88 1.44 0.34 0.00 112" 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 0.00 70.00 No Ice 8.88 1.44 0.34 0.00 1/2" 9.56 2.63 0.37 0.00 Ice 10.24 3.82 0.40 1"Ice tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 51 Load Combinations Comb. Description No. 1Dead 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 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 de 9-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. .... Comb. K kip-.ft kiP ft ........ L1 108.5- Pole Max Tension 45 0.00 -0.00 0.00 103.5 Max. Compression 26 -0.87 1.00 0.88 Max. Mx 20 -0.46 7.82 0.40 Max. My 2 -0.46 0.47 7.66 Max.Vy 8 0.83 -6.80 0.26 Max.Vx 12 0.95 -3.59 -6.43 Max.Torque 17 -1.91 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 52 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. .... Comb. K kip.ft kiP-ft ........ L2 103.5- Pole Max Tension 1 0.00 0.00 0.00 100.5 Max. Compression 26 -7.57 1.03 0.90 Max. Mx 20 -4.02 23.85 0.48 Max. My 2 -4.00 0.54 23.64 Max.Vy 8 5.53 -22.82 0.22 Max.Vx 2 -5.52 0.54 23.64 Max.Torque 17 -1.91 L3 100.5- 100 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -7.62 1.04 0.90 Max. Mx 20 -4.06 26.62 0.49 Max. My 2 -4.04 0.56 26.41 Max.Vy 8 5.56 -25.59 0.21 Max.Vx 2 -5.55 0.56 26.41 Max.Torque 17 -1.91 L4 100-95 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -8.02 1.10 0.94 Max. Mx 20 -4.29 55.21 0.61 Max. My 2 -4.28 0.69 54.93 Max.Vy 8 5.88 -54.18 0.13 Max.Vx 2 -5.87 0.69 54.93 Max.Torque 17 -1.91 L5 95-90 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -8.43 1.16 0.98 Max. Mx 20 -4.55 85.42 0.73 Max. My 2 -4.54 0.82 85.09 Max.Vy 8 6.21 -84.38 0.04 Max.Vx 12 6.22 -47.03 -81.18 Max.Torque 17 -1.91 L6 90-85 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -15.87 1.22 1.01 Max. Mx 20 -8.72 137.36 0.86 Max. My 2 -8.69 0.95 137.01 Max.Vy 8 11.33 -136.33 -0.04 Max.Vx 2 -11.33 0.95 137.01 Max.Torque 17 -1.91 L7 85-82.08 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -16.25 1.28 1.02 Max. Mx 20 -8.97 170.68 0.93 Max. My 2 -8.93 1.02 170.59 Max.Vy 8 11.59 -169.76 -0.09 Max.Vx 2 -11.69 1.02 170.59 Max.Torque 17 -1.91 L8 82.08- Pole Max Tension 1 0.00 0.00 0.00 81.83 Max. Compression 26 -16.30 1.28 1.02 Max. Mx 20 -9.03 173.56 0.93 Max. My 2 -8.98 1.03 173.51 Max.Vy 8 11.60 -172.65 -0.10 Max.Vx 2 -11.71 1.03 173.51 Max.Torque 17 -1.91 L9 81.83- Pole Max Tension 1 0.00 0.00 0.00 76.83 Max. Compression 26 -22.91 1.38 1.04 Max. Mx 20 -12.99 242.20 1.05 Max. My 2 -12.92 1.16 243.80 Max.Vy 8 16.35 -241.96 -0.18 Max.Vx 2 -16.63 1.16 243.80 Max.Torque 17 -1.91 L10 76.83- Pole Max Tension 1 0.00 0.00 0.00 70.42 Max. Compression 26 -23.68 1.44 1.05 Max. Mx 8 -13.55 -295.64 -0.24 Max. My 2 -13.50 1.24 298.57 Max.Vy 8 16.70 -295.64 -0.24 Max.Vx 2 -17.08 1.24 298.57 Max.Torque 17 -1.91 L11 70.42- Pole Max Tension 1 0.00 0.00 0.00 68.58 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 53 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 -32.50 1.30 1.20 Max. Mx 8 -19.27 -386.83 -0.27 Max. My 2 -19.20 1.28 392.13 Max.Vy 8 21.62 -386.83 -0.27 Max.Vx 2 -22.18 1.28 392.13 Max.Torque 17 -1.91 L12 68.58- Pole Max Tension 1 0.00 0.00 0.00 63.58 Max. Compression 26 -33.91 1.41 1.22 Max. Mx 8 -20.44 -496.14 -0.36 Max. My 2 -20.36 1.42 504.74 Max.Vy 8 22.14 -496.14 -0.36 Max.Vx 2 -22.88 1.42 504.74 Max.Torque 19 -1.87 L13 63.58- Pole Max Tension 1 0.00 0.00 0.00 58.58 Max. Compression 26 -35.62 1.64 1.19 Max. Mx 8 -21.84 -608.06 -0.48 Max. My 2 -21.77 1.65 620.81 Max.Vy 8 22.70 -608.06 -0.48 Max.Vx 2 -23.59 1.65 620.81 Max.Torque 19 -1.87 L14 58.58- Pole Max Tension 1 0.00 0.00 0.00 53.58 Max. Compression 26 -37.61 1.99 1.10 Max. Mx 8 -23.49 -722.75 -0.65 Max. My 2 -23.41 1.97 740.42 Max.Vy 8 23.28 -722.75 -0.65 Max.Vx 2 -24.31 1.97 740.42 Max.Torque 19 -1.87 L15 53.58- Pole Max Tension 1 0.00 0.00 0.00 48.58 Max. Compression 26 -39.63 2.35 1.00 Max. Mx 8 -25.16 -840.31 -0.83 Max. My 2 -25.08 2.29 863.59 Max.Vy 8 23.85 -840.31 -0.83 Max.Vx 2 -25.02 2.29 863.59 Max.Torque 25 1.92 L16 48.58- Pole Max Tension 1 0.00 0.00 0.00 43.58 Max. Compression 26 -41.67 2.71 0.90 Max. Mx 8 -26.86 -960.66 -1.01 Max. My 2 -26.79 2.63 990.26 Max.Vy 8 24.40 -960.66 -1.01 Max.Vx 2 -25.71 2.63 990.26 Max.Torque 25 2.08 L17 43.58- Pole Max Tension 1 0.00 0.00 0.00 38.58 Max. Compression 26 -43.73 3.08 0.79 Max. Mx 8 -28.60 -1083.69 -1.19 Max. My 2 -28.53 2.97 1120.33 Max.Vy 8 24.93 -1083.69 -1.19 Max.Vx 2 -26.38 2.97 1120.33 Max.Torque 25 2.26 L18 38.58- Pole Max Tension 1 0.00 0.00 0.00 33.94 Max. Compression 26 -43.95 3.12 0.78 Max. Mx 8 -28.79 -1096.39 -1.21 Max. My 2 -28.72 3.00 1133.79 Max.Vy 8 24.98 -1096.39 -1.21 Max.Vx 2 -26.44 3.00 1133.79 Max.Torque 25 2.27 L19 33.94- Pole Max Tension 1 0.00 0.00 0.00 32.94 Max. Compression 26 -47.34 3.50 0.67 Max. Mx 8 -31.63 -1225.90 -1.38 Max. My 2 -31.56 3.33 1271.38 Max.Vy 8 25.58 -1225.90 -1.38 Max.Vx 2 -27.23 3.33 1271.38 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 54 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. .... Comb. K kip.ft kiP-ft ........ Max.Torque 25 2.46 L20 32.94-30 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -48.51 3.60 0.66 Max. Mx 8 -32.59 -1301.37 -1.43 Max. My 2 -32.53 3.40 1351.96 Max.Vy 8 25.80 -1301.37 -1.43 Max.Vx 2 -27.62 3.40 1351.96 Max.Torque 25 2.57 L21 30-29.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -48.62 3.61 0.65 Max. Mx 8 -32.70 -1307.81 -1.44 Max. My 2 -32.64 3.41 1358.86 Max.Vy 8 25.81 -1307.81 -1.44 Max.Vx 2 -27.63 3.41 1358.86 Max.Torque 25 2.57 L22 29.75- Pole Max Tension 1 0.00 0.00 0.00 28.75 Max. Compression 26 -49.06 3.65 0.65 Max. Mx 8 -33.05 -1333.67 -1.45 Max. My 2 -32.99 3.43 1386.56 Max.Vy 8 25.92 -1333.67 -1.45 Max.Vx 2 -27.78 3.43 1386.56 Max.Torque 25 2.61 L23 28.75-28.4 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -49.22 3.66 0.65 Max. Mx 8 -33.18 -1342.74 -1.46 Max. My 2 -33.13 3.44 1396.28 Max.Vy 8 25.95 -1342.74 -1.46 Max.Vx 2 -27.81 3.44 1396.28 Max.Torque 25 2.62 L24 28.4-28.17 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -49.32 3.67 0.65 Max. Mx 8 -33.27 -1348.71 -1.47 Max. My 2 -33.21 3.45 1402.68 Max.Vy 8 25.97 -1348.71 -1.47 Max.Vx 2 -27.84 3.45 1402.68 Max.Torque 25 2.63 L25 28.17- Pole Max Tension 1 0.00 0.00 0.00 27.92 Max. Compression 26 -49.43 3.68 0.64 Max. Mx 8 -33.36 -1355.21 -1.47 Max. My 2 -33.30 3.46 1409.65 Max.Vy 8 26.00 -1355.21 -1.47 Max.Vx 2 -27.87 3.46 1409.65 Max.Torque 25 2.64 L26 27.92- Pole Max Tension 1 0.00 0.00 0.00 27.67 Max. Compression 26 -49.55 3.69 0.64 Max. Mx 8 -33.46 -1361.71 -1.47 Max. My 2 -33.40 3.46 1416.62 Max.Vy 8 26.03 -1361.71 -1.47 Max.Vx 2 -27.90 3.46 1416.62 Max.Torque 25 2.65 L27 27.67- Pole Max Tension 1 0.00 0.00 0.00 26.83 Max. Compression 26 -49.93 3.72 0.64 Max. Mx 8 -33.77 -1383.60 -1.49 Max. My 2 -33.71 3.48 1440.09 Max.Vy 8 26.12 -1383.60 -1.49 Max.Vx 2 -27.99 3.48 1440.09 Max.Torque 25 2.67 L28 26.83- Pole Max Tension 1 0.00 0.00 0.00 26.58 Max. Compression 26 -50.04 3.73 0.64 Max. Mx 8 -33.87 -1390.13 -1.49 Max. My 2 -33.82 3.49 1447.09 Max.Vy 8 26.14 -1390.13 -1.49 Max.Vx 2 -28.01 3.49 1447.09 Max.Torque 25 2.68 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 55 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. .... Comb. K kip.ft kiP-ft ........ L29 26.58- Pole Max Tension 1 0.00 0.00 0.00 21.58 Max. Compression 26 -52.33 3.90 0.62 Max. Mx 8 -35.82 -1522.07 -1.58 Max. My 2 -35.77 3.62 1588.40 Max.Vy 8 26.66 -1522.07 -1.58 Max.Vx 2 -28.53 3.62 1588.40 Max.Torque 25 2.84 L30 21.58- Pole Max Tension 1 0.00 0.00 0.00 16.58 Max. Compression 26 -54.67 4.06 0.63 Max. Mx 8 -37.80 -1656.19 -1.67 Max. My 2 -37.77 3.75 1732.17 Max.Vy 8 27.02 -1656.19 -1.67 Max.Vx 2 -29.01 3.75 1732.17 Max.Torque 25 2.97 L31 16.58- Pole Max Tension 1 0.00 0.00 0.00 16.16 Max. Compression 26 -54.87 4.07 0.64 Max. Mx 8 -37.98 -1667.54 -1.68 Max. My 2 -37.94 3.76 1744.36 Max.Vy 8 27.04 -1667.54 -1.68 Max.Vx 2 -29.04 3.76 1744.36 Max.Torque 25 2.99 L32 16.16- Pole Max Tension 1 0.00 0.00 0.00 15.91 Max. Compression 26 -54.99 4.08 0.64 Max. Mx 8 -38.08 -1674.30 -1.68 Max. My 2 -38.05 3.76 1751.62 Max.Vy 8 27.06 -1674.30 -1.68 Max.Vx 2 -29.06 3.76 1751.62 Max.Torque 25 3.00 L33 15.91 -14 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -55.91 4.16 0.64 Max. Mx 8 -38.83 -1726.09 -1.71 Max. My 2 -38.80 3.81 1807.29 Max.Vy 8 27.21 -1726.09 -1.71 Max.Vx 2 -29.26 3.81 1807.29 Max.Torque 25 3.06 L34 14- 13.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -56.05 4.18 0.64 Max. Mx 8 -38.97 -1732.89 -1.72 Max. My 2 -38.94 3.82 1814.60 Max.Vy 8 27.22 -1732.89 -1.72 Max.Vx 2 -29.26 3.82 1814.60 Max.Torque 25 3.07 L35 13.75- Pole Max Tension 1 0.00 0.00 0.00 12.92 Max. Compression 26 -56.52 4.21 0.64 Max. Mx 8 -39.37 -1755.51 -1.73 Max. My 2 -39.34 3.84 1838.92 Max.Vy 8 27.31 -1755.51 -1.73 Max.Vx 2 -29.35 3.84 1838.92 Max.Torque 25 3.10 L36 12.92- Pole Max Tension 1 0.00 0.00 0.00 12.67 Max. Compression 26 -56.66 4.22 0.64 Max. Mx 8 -39.49 -1762.34 -1.74 Max. My 2 -39.46 3.84 1846.26 Max.Vy 8 27.33 -1762.34 -1.74 Max.Vx 2 -29.36 3.84 1846.26 Max.Torque 25 3.11 L37 12.67-8.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -58.85 4.38 0.65 Max. Mx 8 -41.38 -1869.97 -1.80 Max. My 2 -41.36 3.94 1962.07 Max.Vy 8 27.62 -1869.97 -1.80 Max.Vx 2 -29.74 3.94 1962.07 Max.Torque 25 3.25 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 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 ........ L38 8.75-8.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -58.98 4.39 0.65 Max. Mx 8 -41.50 -1876.88 -1.81 Max. My 2 -41.48 3.95 1969.51 Max.Vy 8 27.62 -1876.88 -1.81 Max.Vx 2 -29.75 3.95 1969.51 Max.Torque 25 3.26 L39 8.5-8.25 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -59.11 4.40 0.65 Max. Mx 8 -41.61 -1883.78 -1.81 Max. My 2 -41.60 3.96 1976.95 Max.Vy 8 27.64 -1883.78 -1.81 Max.Vx 2 -29.77 3.96 1976.95 Max.Torque 25 3.27 L40 8.25-8 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -59.24 4.41 0.65 Max. Mx 8 -41.72 -1890.69 -1.82 Max. My 2 -41.70 3.96 1984.40 Max.Vy 8 27.66 -1890.69 -1.82 Max.Vx 2 -29.80 3.96 1984.40 Max.Torque 25 3.28 L41 8-6 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.16 4.48 0.65 Max. Mx 8 -42.51 -1946.13 -1.85 Max. My 2 -42.49 4.01 2044.16 Max.Vy 8 27.81 -1946.13 -1.85 Max.Vx 2 -29.98 4.01 2044.16 Max.Torque 25 3.33 L42 6-5.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.31 4.49 0.64 Max. Mx 8 -42.64 -1953.08 -1.86 Max. My 2 -42.63 4.01 2051.65 Max.Vy 8 27.82 -1953.08 -1.86 Max.Vx 2 -29.99 4.01 2051.65 Max.Torque 25 3.34 L43 5.75-5.44 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.48 4.50 0.64 Max. Mx 8 -42.80 -1961.71 -1.86 Max. My 2 -42.79 4.02 2060.96 Max.Vy 8 27.85 -1961.71 -1.86 Max.Vx 2 -30.02 4.02 2060.96 Max.Torque 25 3.35 L44 5.44-5.19 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.62 4.50 0.64 Max. Mx 8 -42.92 -1968.67 -1.87 Max. My 2 -42.91 4.03 2068.46 Max.Vy 8 27.87 -1968.67 -1.87 Max.Vx 2 -30.05 4.03 2068.46 Max.Torque 25 3.35 L45 5.19-4.42 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -61.06 4.53 0.64 Max. Mx 8 -43.30 -1990.16 -1.88 Max. My 2 -43.29 4.04 2091.63 Max.Vy 8 27.96 -1990.16 -1.88 Max.Vx 2 -30.12 4.04 2091.63 Max.Torque 25 3.38 L46 4.42-4.17 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -61.17 4.54 0.63 Max. Mx 8 -43.41 -1997.15 -1.89 Max. My 2 -43.40 4.05 2099.16 Max.Vy 8 27.97 -1997.15 -1.89 Max.Vx 2 -30.14 4.05 2099.16 Max.Torque 25 3.39 L47 4.17-4 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -61.26 4.55 0.63 Max. Mx 8 -43.48 -2001.91 -1.89 Max. My 2 -43.47 4.05 2104.28 Max.Vy 8 27.99 -2001.91 -1.89 Max.Vx 2 -30.16 4.05 2104.28 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 57 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. .... Comb. K ki :q kiP-ft ........ Max.Torque 25 3.39 L48 4-3.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -61.38 4.56 0.63 Max. Mx 8 -43.59 -2008.91 -1.89 Max. My 2 -43.59 4.06 2111.83 Max.Vy 8 28.01 -2008.91 -1.89 Max.Vx 2 -30.18 4.06 2111.83 Max.Torque 25 3.40 L49 3.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 30 -63.23 -427.66 -0.04 Max. Mx 8 -45.24 -2114.46 -1.96 Max. My 2 -45.24 4.14 2225.66 Max.Vy 8 28.31 -2114.46 -1.96 Max.Vx 2 -30.55 4.14 2225.66 Max.Torque 25 3.50 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 30 63.23 -5.54 -0.01 Max. H„ 20 45.25 26.93 0.02 Max. Hz 2 45.25 0.02 30.53 Max.Mx 2 2225.66 0.02 30.53 Max.M. 8 2114.46 -28.30 -0.02 Max.Torsion 25 3.50 17.41 30.12 Min.Vert 17 33.93 13.45 -23.29 Min. H„ 8 45.25 -28.30 -0.02 Min. Hz 14 45.25 -0.02 -30.51 Min.Mx 14 -2224.02 -0.02 -30.51 Min.Mz 20 -2046.78 26.93 0.02 Min.Torsion 13 -3.50 -17.40 -30.09 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment,M, K K K kip-ft kip:q kip-ft Dead Only 37.70 0.00 0.00 -0.19 1.57 -0.00 1.2 Dead+1.0 Wind 0 deg- 45.25 -0.02 -30.53 -2225.66 4.14 -2.17 No Ice 0.9 Dead+1.0 Wind 0 deg- 33.93 -0.02 -30.53 -2208.43 3.62 -2.18 No Ice 1.2 Dead+1.0 Wind 30 deg- 45.25 14.11 -24.44 -1827.72 -1053.15 -1.81 No Ice 0.9 Dead+1.0 Wind 30 deg- 33.93 14.11 -24.44 -1813.36 -1045.40 -1.82 No Ice 1.2 Dead+1.0 Wind 60 deg- 45.25 24.53 -14.14 -1056.09 -1831.24 -1.86 No Ice 0.9 Dead+1.0 Wind 60 deg- 33.93 24.53 -14.14 -1047.77 -1817.40 -1.87 No Ice 1.2 Dead+1.0 Wind 90 deg- 45.25 28.30 0.02 1.96 -2114.46 -1.41 No Ice 0.9 Dead+1.0 Wind 90 deg- 33.93 28.30 0.02 2.01 -2098.40 -1.42 No Ice 1.2 Dead+1.0 Wind 120 deg 45.25 24.18 13.96 1051.84 -1820.30 -0.59 -No Ice 0.9 Dead+1.0 Wind 120 deg 33.93 24.18 13.96 1043.64 -1806.49 -0.59 -No Ice tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 58 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment,M, K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 150 deg 45.25 17.40 30.09 2119.18 -1224.25 3.50 -No Ice 0.9 Dead+1.0 Wind 150 deg 33.93 17.40 30.09 2103.02 -1215.36 3.50 -No Ice 1.2 Dead+1.0 Wind 180 deg 45.25 0.02 30.51 2224.02 -0.25 2.17 -No Ice 0.9 Dead+1.0 Wind 180 deg 33.93 0.02 30.51 2206.93 -0.74 2.18 -No Ice 1.2 Dead+1.0 Wind 210 deg 45.25 -13.45 23.29 1767.23 1022.40 1.81 -No Ice 0.9 Dead+1.0 Wind 210 deg 33.93 -13.45 23.29 1753.33 1013.83 1.82 -No Ice 1.2 Dead+1.0 Wind 240 deg 45.25 -23.52 13.55 1026.44 1784.60 1.86 -No Ice 0.9 Dead+1.0 Wind 240 deg 33.93 -23.52 13.55 1018.41 1770.03 1.87 -No Ice 1.2 Dead+1.0 Wind 270 deg 45.25 -26.93 -0.02 -2.44 2046.78 1.41 -No Ice 0.9 Dead+1.0 Wind 270 deg 33.93 -26.93 -0.02 -2.35 2030.11 1.42 -No Ice 1.2 Dead+1.0 Wind 300 deg 45.25 -23.73 -13.70 -1039.82 1802.57 0.59 -No Ice 0.9 Dead+1.0 Wind 300 deg 33.93 -23.73 -13.70 -1031.56 1787.85 0.59 -No Ice 1.2 Dead+1.0 Wind 330 deg 45.25 -17.41 -30.12 -2122.25 1229.62 -3.50 -No Ice 0.9 Dead+1.0 Wind 330 deg 33.93 -17.41 -30.12 -2105.93 1219.71 -3.50 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 63.23 -0.00 -0.00 -0.60 4.67 -0.00 1.2 Dead+1.0 Wind 0 63.23 -0.01 -6.07 -464.40 5.42 -0.61 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 63.23 2.76 -4.78 -373.77 -210.68 -0.46 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 63.23 4.80 -2.76 -216.01 -369.61 -0.48 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 63.23 5.54 0.01 0.04 -427.66 -0.36 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 63.23 4.78 2.76 215.20 -369.03 -0.15 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 63.23 3.54 6.12 443.35 -252.31 1.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 63.23 0.01 6.07 462.98 4.12 0.61 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 63.23 -2.74 4.75 370.54 219.05 0.46 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 63.23 -4.76 2.74 213.34 376.65 0.47 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 63.23 -5.49 -0.01 -1.27 434.42 0.36 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 63.23 -4.76 -2.75 -215.82 377.51 0.15 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 63.23 -3.54 -6.12 -445.02 262.10 -1.04 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 37.70 -0.00 -6.43 -466.94 2.08 -0.46 Dead+Wind 30 deg-Service 37.70 2.97 -5.15 -383.49 -219.67 -0.38 Dead+Wind 60 deg-Service 37.70 5.17 -2.98 -221.65 -382.86 -0.40 Dead+Wind 90 deg-Service 37.70 5.96 0.00 0.26 -442.26 -0.30 Dead+Wind 120 deg- 37.70 5.09 2.94 220.45 -380.56 -0.13 Service Dead+Wind 150 deg- 37.70 3.66 6.33 443.54 -255.11 0.73 Service Dead+Wind 180 deg- 37.70 0.00 6.42 466.29 1.16 0.46 Service Dead+Wind 210 deg- 37.70 -2.83 4.90 370.50 215.65 0.38 Service Dead+Wind 240 deg- 37.70 -4.95 2.85 215.13 375.50 0.40 Service Dead+Wind 270 deg- 37.70 -5.67 -0.00 -0.66 430.49 0.30 Service tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 59 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, Mx Moment,M, K K K kip-ft kip:q kip-ft Dead+Wind 300 deg- 37.70 -5.00 -2.88 -218.24 379.27 0.13 Service Dead+Wind 330 deg- 37.70 -3.66 -6.33 -444.49 258.66 -0.73 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb,. K K K K K K 1 0.00 -37.70 0.00 0.00 37.70 0.00 0.000% 2 -0.02 -45.25 -30.53 0.02 45.25 30.53 0.000% 3 -0.02 -33.93 -30.53 0.02 33.93 30.53 0.000% 4 14.11 -45.25 -24.44 -14.11 45.25 24.44 0.000% 5 14.11 -33.93 -24.44 -14.11 33.93 24.44 0.000% 6 24.53 -45.25 -14.14 -24.53 45.25 14.14 0.000% 7 24.53 -33.93 -14.14 -24.53 33.93 14.14 0.000% 8 28.30 -45.25 0.02 -28.30 45.25 -0.02 0.000% 9 28.30 -33.93 0.02 -28.30 33.93 -0.02 0.000% 10 24.18 -45.25 13.96 -24.18 45.25 -13.96 0.000% 11 24.18 -33.93 13.96 -24.18 33.93 -13.96 0.000% 12 17.40 -45.25 30.09 -17.40 45.25 -30.09 0.000% 13 17.40 -33.93 30.09 -17.40 33.93 -30.09 0.000% 14 0.02 -45.25 30.51 -0.02 45.25 -30.51 0.000% 15 0.02 -33.93 30.51 -0.02 33.93 -30.51 0.000% 16 -13.45 -45.25 23.29 13.45 45.25 -23.29 0.000% 17 -13.45 -33.93 23.29 13.45 33.93 -23.29 0.000% 18 -23.52 -45.25 13.55 23.52 45.25 -13.55 0.000% 19 -23.52 -33.93 13.55 23.52 33.93 -13.55 0.000% 20 -26.93 -45.25 -0.02 26.93 45.25 0.02 0.000% 21 -26.93 -33.93 -0.02 26.93 33.93 0.02 0.000% 22 -23.73 -45.25 -13.70 23.73 45.25 13.70 0.000% 23 -23.73 -33.93 -13.70 23.73 33.93 13.70 0.000% 24 -17.41 -45.25 -30.12 17.41 45.25 30.12 0.000% 25 -17.41 -33.93 -30.12 17.41 33.93 30.12 0.000% 26 0.00 -63.23 0.00 0.00 63.23 0.00 0.000% 27 -0.01 -63.23 -6.07 0.01 63.23 6.07 0.000% 28 2.76 -63.23 -4.78 -2.76 63.23 4.78 0.000% 29 4.80 -63.23 -2.76 -4.80 63.23 2.76 0.000% 30 5.54 -63.23 0.01 -5.54 63.23 -0.01 0.000% 31 4.78 -63.23 2.76 -4.78 63.23 -2.76 0.000% 32 3.54 -63.23 6.12 -3.54 63.23 -6.12 0.000% 33 0.01 -63.23 6.07 -0.01 63.23 -6.07 0.000% 34 -2.74 -63.23 4.75 2.74 63.23 -4.75 0.000% 35 -4.76 -63.23 2.74 4.76 63.23 -2.74 0.000% 36 -5.49 -63.23 -0.01 5.49 63.23 0.01 0.000% 37 -4.76 -63.23 -2.75 4.76 63.23 2.75 0.000% 38 -3.54 -63.23 -6.12 3.54 63.23 6.12 0.000% 39 -0.00 -37.70 -6.43 0.00 37.70 6.43 0.000% 40 2.97 -37.70 -5.15 -2.97 37.70 5.15 0.000% 41 5.17 -37.70 -2.98 -5.17 37.70 2.98 0.000% 42 5.96 -37.70 0.00 -5.96 37.70 -0.00 0.000% 43 5.09 -37.70 2.94 -5.09 37.70 -2.94 0.000% 44 3.66 -37.70 6.33 -3.66 37.70 -6.33 0.000% 45 0.00 -37.70 6.42 -0.00 37.70 -6.42 0.000% 46 -2.83 -37.70 4.90 2.83 37.70 -4.90 0.000% 47 -4.95 -37.70 2.85 4.95 37.70 -2.85 0.000% 48 -5.67 -37.70 -0.00 5.67 37.70 0.00 0.000% 49 -5.00 -37.70 -2.88 5.00 37.70 2.88 0.000% 50 -3.66 -37.70 -6.33 3.66 37.70 6.33 0.000% tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 60 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00017319 3 Yes 5 0.00000001 0.00008142 4 Yes 6 0.00000001 0.00004152 5 Yes 5 0.00000001 0.00049136 6 Yes 6 0.00000001 0.00004874 7 Yes 5 0.00000001 0.00057854 8 Yes 5 0.00000001 0.00012820 9 Yes 5 0.00000001 0.00006081 10 Yes 6 0.00000001 0.00004376 11 Yes 5 0.00000001 0.00051868 12 Yes 6 0.00000001 0.00005254 13 Yes 5 0.00000001 0.00061137 14 Yes 5 0.00000001 0.00016615 15 Yes 5 0.00000001 0.00007816 16 Yes 6 0.00000001 0.00004697 17 Yes 5 0.00000001 0.00055991 18 Yes 6 0.00000001 0.00004038 19 Yes 5 0.00000001 0.00047922 20 Yes 5 0.00000001 0.00013463 21 Yes 5 0.00000001 0.00006428 22 Yes 6 0.00000001 0.00004567 23 Yes 5 0.00000001 0.00054231 24 Yes 6 0.00000001 0.00006021 25 Yes 5 0.00000001 0.00070173 26 Yes 4 0.00000001 0.00016246 27 Yes 5 0.00000001 0.00070909 28 Yes 5 0.00000001 0.00068701 29 Yes 5 0.00000001 0.00068586 30 Yes 14 0.00000001 0.00000000 31 Yes 5 0.00000001 0.00068002 32 Yes 5 0.00000001 0.00078327 33 Yes 5 0.00000001 0.00070010 34 Yes 5 0.00000001 0.00069070 35 Yes 5 0.00000001 0.00069409 36 Yes 5 0.00000001 0.00068080 37 Yes 5 0.00000001 0.00070283 38 Yes 5 0.00000001 0.00080811 39 Yes 4 0.00000001 0.00026913 40 Yes 4 0.00000001 0.00036617 41 Yes 4 0.00000001 0.00051311 42 Yes 4 0.00000001 0.00022505 43 Yes 4 0.00000001 0.00037284 44 Yes 4 0.00000001 0.00048384 45 Yes 4 0.00000001 0.00026641 46 Yes 4 0.00000001 0.00049222 47 Yes 4 0.00000001 0.00035827 48 Yes 4 0.00000001 0.00022416 49 Yes 4 0.00000001 0.00042551 50 Yes 4 0.00000001 0.00067288 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1.... 108.5-103.5 12.60 50 1.12 0.01 L2 103.5-100.5 11.42 50 1.11 0.01 L3 100.5-100 10.73 50 1.10 0.01 L4 100-95 10.61 50 1.10 0.01 L5 95-90 9.49 50 1.05 0.01 L6 90-85 8.43 50 0.97 0.01 L7 85-82.08 7.46 50 0.88 0.00 L8 82.08-81.83 6.94 50 0.81 0.00 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 61 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L9.... 81.83-76.83 6.90 50 0.81 0.00 L10 76.83-70.42 6.07 50 0.77 0.00 L11 73.58-68.58 5.55 50 0.75 0.00 L12 68.58-63.58 4.78 50 0.72 0.00 L13 63.58-58.58 4.06 50 0.67 0.00 L14 58.58-53.58 3.39 50 0.61 0.00 L15 53.58-48.58 2.78 50 0.55 0.00 L16 48.58-43.58 2.24 50 0.48 0.00 L17 43.58-38.58 1.77 50 0.42 0.00 L18 38.58-33.94 1.37 50 0.35 0.00 L19 38.07-32.94 1.33 50 0.34 0.00 L20 32.94-30 0.98 50 0.31 0.00 L21 30-29.75 0.80 50 0.27 0.00 L22 29.75-28.75 0.79 50 0.27 0.00 L23 28.75-28.4 0.73 50 0.26 0.00 L24 28.4-28.17 0.71 50 0.25 0.00 L25 28.17-27.92 0.70 50 0.25 0.00 L26 27.92-27.67 0.69 50 0.25 0.00 L27 27.67-26.83 0.67 50 0.25 0.00 L28 26.83-26.58 0.63 50 0.24 0.00 L29 26.58-21.58 0.62 50 0.24 0.00 L30 21.58-16.58 0.40 50 0.19 0.00 L31 16.58-16.16 0.23 50 0.14 0.00 L32 16.16-15.91 0.21 50 0.13 0.00 L33 15.91 -14 0.21 50 0.13 0.00 L34 14-13.75 0.16 50 0.11 0.00 L35 13.75-12.92 0.15 50 0.11 0.00 L36 12.92-12.67 0.13 50 0.11 0.00 L37 12.67-8.75 0.13 50 0.10 0.00 L38 8.75-8.5 0.06 50 0.07 0.00 L39 8.5-8.25 0.05 50 0.07 0.00 L40 8.25-8 0.05 50 0.06 0.00 L41 8-6 0.05 50 0.06 0.00 L42 6-5.75 0.03 50 0.04 0.00 L43 5.75-5.44 0.02 50 0.04 0.00 L44 5.44-5.19 0.02 50 0.04 0.00 L45 5.19-4.42 0.02 50 0.04 0.00 L46 4.42-4.17 0.01 50 0.03 0.00 L47 4.17-4 0.01 50 0.03 0.00 L48 4-3.75 0.01 50 0.03 0.00 L49 3.75-0 0.01 50 0.03 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 107.00 DB810E-PS 50 12.24 1.12 0.01 17131 102.00 X7CAP-480-V w/Mount Pipe 50 11.07 1.11 0.01 11846 88.00 APXVAARR24_43-U-NA20 w/ 50 8.03 0.94 0.00 3119 Mount Pipe 78.00 (4)DB845N65ZAXT w/Mount 50 6.26 0.78 0.00 7376 Pipe 70.00 3 NNHH-65A-R4 w/Mount Pipe 50 5.00 0.73 0.00 7382 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1......... 108.5-103.5 59.91 24 5.31 0.07 L2 103.5-100.5 54.37 24 5.28 0.06 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 62 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L3.... 166.5-100 51.07 24 5.22 0.05 L4 100-95 50.53 24 5.22 0.05 L5 95-90 45.20 24 4.97 0.04 L6 90-85 40.18 24 4.62 0.02 L7 85-82.08 35.56 24 4.18 0.02 L8 82.08-81.83 33.10 24 3.87 0.01 L9 81.83-76.83 32.90 24 3.86 0.01 L10 76.83-70.42 28.95 24 3.69 0.01 L11 73.58-68.58 26.48 24 3.56 0.01 L12 68.58-63.58 22.81 24 3.42 0.01 L13 63.58-58.58 19.36 24 3.18 0.01 L14 58.58-53.58 16.17 24 2.91 0.01 L15 53.58-48.58 13.28 24 2.62 0.01 L16 48.58-43.58 10.70 24 2.31 0.01 L17 43.58-38.58 8.44 24 2.00 0.00 L18 38.58-33.94 6.52 24 1.67 0.00 L19 38.07-32.94 6.35 24 1.64 0.00 L20 32.94-30 4.67 24 1.46 0.00 L21 30-29.75 3.82 24 1.30 0.00 L22 29.75-28.75 3.75 24 1.28 0.00 L23 28.75-28.4 3.49 24 1.23 0.00 L24 28.4-28.17 3.40 24 1.21 0.00 L25 28.17-27.92 3.34 24 1.20 0.00 L26 27.92-27.67 3.28 24 1.19 0.00 L27 27.67-26.83 3.22 24 1.18 0.00 L28 26.83-26.58 3.02 24 1.14 0.00 L29 26.58-21.58 2.96 24 1.13 0.00 L30 21.58-16.58 1.90 24 0.90 0.00 L31 16.58-16.16 1.08 24 0.66 0.00 L32 16.16-15.91 1.02 24 0.64 0.00 L33 15.91 -14 0.99 24 0.63 0.00 L34 14-13.75 0.76 24 0.54 0.00 L35 13.75-12.92 0.73 24 0.54 0.00 L36 12.92-12.67 0.64 24 0.51 0.00 L37 12.67-8.75 0.61 24 0.50 0.00 L38 8.75-8.5 0.27 24 0.32 0.00 L39 8.5-8.25 0.26 24 0.31 0.00 L40 8.25-8 0.24 24 0.30 0.00 L41 8-6 0.23 24 0.29 0.00 L42 6-5.75 0.12 24 0.20 0.00 L43 5.75-5.44 0.11 24 0.19 0.00 L44 5.44-5.19 0.10 24 0.18 0.00 L45 5.19-4.42 0.09 24 0.17 0.00 L46 4.42-4.17 0.07 24 0.15 0.00 L47 4.17-4 0.06 24 0.14 0.00 L48 4-3.75 0.05 24 0.13 0.00 L49 3.75-0 0.05 24 0.12 0.00 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 107.00 DB810E-PS 24 58.24 5.31 0.07 4258 102.00 X7CAP-480-V w/Mount Pipe 24 52.72 5.25 0.05 2818 88.00 APXVAARR24_43-U-NA20 w/ 24 38.28 4.48 0.02 672 Mount Pipe 78.00 (4)DB845N65ZAXT w/Mount 24 29.86 3.74 0.01 1570 Pipe 70.00 3 NNHH-65A-R4 w/Mount Pipe 24 23.84 3.46 0.01 1564 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 63 Compression Checks Pole Design Data Section Elevation Size L L„ K11r A P„ OP„ Ratio No. P„ ft ft ft int K K 079 .... L1 108.5-103.5 TP12xl2x0.375 5.00 0.00 0.0 13.695 -0.43 431.40 0.001 (1) 4 L2 103.5-100.5 TP12x12x0.375 3.00 0.00 0.0 13.695 -3.92 431.40 0.009 (2) 4 L3 100.5-100 TP14.5xl2x0.375 0.50 0.00 0.0 14.037 -3.92 442.17 0.009 (3) 2 L4 100-95(4) TP15.6427x14.5x0.1875 5.00 0.00 0.0 9.3311 -4.17 545.87 0.008 L5 95-90(5) TP16.7854x15.6427x0.18 5.00 0.00 0.0 10.021 -4.41 586.23 0.008 75 0 L6 90-85(6) TP 17.9281x16.7854x0.18 5.00 0.00 0.0 10.710 -8.53 626.59 0.014 75 9 L7 85-82.08(7) TP 18.5955x17.9281x0.18 2.92 0.00 0.0 11.113 -8.77 650.16 0.013 75 8 L8 82.08-81.83 TP18.6526xl8.5955x0.78 0.25 0.00 0.0 45.301 -8.83 2650.14 0.003 (8) 75 5 L9 81.83-76.83 TP19.7953xl8.6526x0.73 5.00 0.00 0.0 45.257 -12.73 2647.57 0.005 (9) 75 6 L10 76.83-70.42 TP21.2603x19.7953x0.71 6.41 0.00 0.0 45.484 -13.31 2660.87 0.005 (10) 25 9 L11 70.42-68.58 TP21.2824x20.1 631 A.78 5.00 0.00 0.0 51.573 -18.99 3017.03 0.006 (11) 13 2 L12 68.58-63.58 TP22.4017x21.2824x0.75 5.00 0.00 0.0 52.709 -20.16 3083.50 0.007 (12) 63 3 L13 63.58-58.58 TP23.521x22.4017x0.718 5.00 0.00 0.0 52.772 -21.57 3087.21 0.007 (13) 8 9 L14 58.58-53.58 TP24.6402x23.5210.693 5.00 0.00 0.0 53.493 -23.22 3129.37 0.007 (14) 8 5 L15 53.58-48.58 TP25.7595x24.6402x0.66 5.00 0.00 0.0 54.029 -24.91 3160.75 0.008 (15) 88 9 L16 48.58-43.58 TP26.8788x25.7595x0.65 5.00 0.00 0.0 55.411 -26.64 3241.58 0.008 (16) 63 6 L17 43.58-38.58 TP27.9981 x26.8788x0.63 5.00 0.00 0.0 55.626 -28.40 3254.15 0.009 (17) 13 5 L18 38.58-33.94 TP29.0368x27.9981x0.63 4.64 0.00 0.0 55.858 -28.59 3267.73 0.009 (18) 13 6 L19 33.94-32.94 TP28.6885x27.5498x0.81 5.13 0.00 0.0 72.930 -31.44 4266.43 0.007 (19) 25 5 L20 32.94-30 TP29.341x28.6885x0.8 2.94 0.00 0.0 73.521 -32.41 4301.02 0.008 (20) 7 L21 30-29.75 TP29.3965x29.341x0.812 0.25 0.00 0.0 74.783 -32.52 4374.80 0.007 (21) 5 0 L22 29.75-28.75 TP29.6185x29.3965x0.81 1.00 0.00 0.0 75.363 -32.88 4408.77 0.007 (22) 25 7 L23 28.75-28.4 TP29.6962x29.6185x0.91 0.35 0.00 0.0 84.573 -33.02 4947.56 0.007 (23) 25 6 L24 28.4-28.17 TP29.7472x29.6962x0.91 0.23 0.00 0.0 84.723 -33.11 4956.33 0.007 (24) 25 6 L25 28.17-27.92 TP29.8027x29.7472x0.91 0.25 0.00 0.0 84.886 -33.20 4965.87 0.007 (25) 25 7 L26 27.92-27.67 TP29.8582x29.8027x0.92 0.25 0.00 0.0 86.177 -33.29 5041.39 0.007 (26) 5 6 L27 27.67-26.83 TP30.0447x29.8582x0.91 0.84 0.00 0.0 85.597 -33.61 5007.46 0.007 (27) 25 6 L28 26.83-26.58 TP30.1002x30.0447x0.98 0.25 0.00 0.0 92.571 -33.71 5415.40 0.006 (28) 75 0 L29 26.58-21.58 TP31.21x30.10020.95 5.00 0.00 0.0 92.565 -35.68 5415.07 0.007 (29) 3 L30 21.58-16.58 TP32.3198x31.21x0.9125 5.00 0.00 0.0 92.282 -37.70 5398.53 0.007 (30) 5 L31 16.58-16.16 TP32.413x32.31980.912 0.42 0.00 0.0 92.556 -37.88 5414.55 0.007 (31) 5 4 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 64 Section Elevation Size L L„ KI/r A P„ OP„ Ratio No. P„ ft ft ft int K K $Pn ... L32 16.16-15.91 TP32.468502.4130.912 0.25 0.00 0.0 92.719 -37.98 5424.09 0.007 (32) 5 5 L33 15.91 -14 TP32.892502.46850.91 1.91 0.00 0.0 93.965 -38.74 5496.96 0.007 (33) 25 2 L34 14-13.75 TP32.948x32.8925x1.187 0.25 0.00 0.0 121.44 -38.88 7104.48 0.005 (34) 5 40 L35 13.75-12.92 TP33.1322x32.948x1.162 0.83 0.00 0.0 119.67 -39.28 7000.73 0.006 (35) 5 10 L36 12.92-12.67 TP33.1877x33.1322xl.21 0.25 0.00 0.0 124.83 -39.41 7303.09 0.005 (36) 25 90 L37 12.67-8.75 TP34.0578x33.1877x0.93 3.92 0.00 0.0 99.981 -41.32 5848.94 0.007 (37) 75 9 L38 8.75-8.5(38) TP34.1133x34.05780.9 0.25 0.00 0.0 96.252 -41.45 5630.75 0.007 1 L39 8.5-8.25(39) TP34.1688x34.1133x0.88 0.25 0.00 0.0 95.109 -41.56 5563.91 0.007 75 6 L40 8.25-8(40) TP34.2243x34.1688x0.88 0.25 0.00 0.0 95.268 -41.67 5573.19 0.007 75 2 L41 8-6(41) TP34.6682x34.2243x0.88 2.00 0.00 0.0 96.536 -42.47 5647.40 0.008 75 8 L42 6-5.75(42) TP34.7237x34.6682xl.13 0.25 0.00 0.0 123.01 -42.61 7196.54 0.006 75 80 L43 5.75-5.44 TP34.7925x34.7237x1.31 0.31 0.00 0.0 141.49 -42.76 8277.45 0.005 (43) 25 50 L44 5.44-5.19 TP34.848x34.7925x1.312 0.25 0.00 0.0 141.72 -42.89 8291.17 0.005 (44) 5 90 L45 5.19-4.42 TP35.0189x34.848x1.287 0.77 0.00 0.0 139.84 -43.27 8180.76 0.005 (45) 5 20 L46 4.42-4.17 TP35.0744x35.0189xl.03 0.25 0.00 0.0 113.70 -43.38 6651.96 0.007 (46) 75 90 L47 4.17-4(47) TP35.1121 x35.0744xl.03 0.17 0.00 0.0 113.83 -43.46 6659.34 0.007 75 50 L48 4-3.75(48) TP35.1676x35.1121x1.16 0.25 0.00 0.0 127.29 -43.57 7446.45 0.006 25 00 L49 3.75-0(49) TP36x35.1676x 1.2625 3.75 0.00 0.0 141.21 -45.23 8261.17 0.005 70 Pole Bending Design Data Section Elevation Size M- om- Ratio M„y OMIy Ratio No. Mux Muy ft kip-ft kip-ft pMm kip-ft .... kip-ft �Kz.... L1 108.5-103.5 TP12xl2x0.375 8.62 133.07 0.065 0.00 133.07 0.000 (1) L2 103.5-100.5 TP12xl2x0.375 25.81 133.07 0.194 0.00 133.07 0.000 (2) L3 100.5-100 TP14.5xl2x0.375 25.81 128.84 0.200 0.00 128.84 0.000 (3) L4 100-95(4) TP15.6427x14.50.1875 60.60 215.37 0.281 0.00 215.37 0.000 L5 95-90(5) TP16.7854xl5.6427x0.18 95.16 243.19 0.391 0.00 243.19 0.000 75 L6 90-85(6) TP 17.9281x16.7854x0.18 152.80 271.84 0.562 0.00 271.84 0.000 75 L7 85-82.08(7) TP18.5955xl7.9281x0.18 190.20 288.89 0.658 0.00 288.89 0.000 75 L8 82.08-81.83 TP18.6526xl8.5955x0.78 193.46 1173.24 0.165 0.00 1173.24 0.000 (8) 75 L9 81.83-76.83 TP19.7953x18.6526x0.73 270.79 1256.83 0.215 0.00 1256.83 0.000 (9) 75 L10 76.83-70.42 TP21.2603xl9.7953x0.71 330.50 1317.53 0.251 0.00 1317.53 0.000 (10) 25 L11 70.42-68.58 TP21.2824x20.1631x0.78 432.10 1541.56 0.280 0.00 1541.56 0.000 (11) 13 L12 68.58-63.58 TP22.4017x21.2824x0.75 553.41 1668.56 0.332 0.00 1668.56 0.000 (12) 63 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 65 Section Elevation Size MI. 0M. Ratio M,,,, OM,,,, Ratio No. Mux Muy ft kip-ft kip-ft PMM kip-ft .... kip-ft Kyr.... L13 63.58-58.58 TP23.521x22.40170.718 678.80 1765.68 0.384 0.00 1765.68 0.000 (13) 8 L14 58.58-53.58 TP24.6402x23.521 x0.693 808.39 1884.26 0.429 0.00 1884.26 0.000 (14) 8 L15 53.58-48.58 TP25.7595x24.64020.66 942.20 1998.60 0.471 0.00 1998.60 0.000 (15) 88 L16 48.58-43.58 TP26.8788x25.7595x0.65 1080.15 2145.57 0.503 0.00 2145.57 0.000 (16) 63 L17 43.58-38.58 TP27.9981 x26.8788x0.63 1222.17 2252.19 0.543 0.00 2252.19 0.000 (17) 13 L18 38.58-33.94 TP29.0368x27.9981 x0.63 1236.88 2271.23 0.545 0.00 2271.23 0.000 (18) 13 L19 33.94-32.94 TP28.6885x27.54980.81 1387.49 2989.94 0.464 0.00 2989.94 0.000 (19) 25 L20 32.94-30 TP29.341 x28.6885x0.8 1475.80 3089.45 0.478 0.00 3089.45 0.000 (20) L21 30-29.75 TP29.3965x29.341 x0.812 1483.38 3145.97 0.472 0.00 3145.97 0.000 (21) 5 L22 29.75-28.75 TP29.6185x29.39650.81 1513.76 3195.70 0.474 0.00 3195.70 0.000 (22) 25 L23 28.75-28.4 TP29.6962x29.61850.91 1524.43 3571.32 0.427 0.00 3571.32 0.000 (23) 25 L24 28.4-28.17 TP29.7472x29.69620.91 1531.46 3584.19 0.427 0.00 3584.19 0.000 (24) 25 L25 28.17-27.92 TP29.8027x29.74720.91 1539.10 3598.21 0.428 0.00 3598.21 0.000 (25) 25 L26 27.92-27.67 TP29.8582x29.8027x0.92 1546.76 3657.00 0.423 0.00 3657.00 0.000 (26) 5 L27 27.67-26.83 TP30.0447x29.85820.91 1572.54 3659.66 0.430 0.00 3659.66 0.000 (27) 25 L28 26.83-26.58 TP30.1002x30.04470.98 1580.24 3945.22 0.401 0.00 3945.22 0.000 (28) 75 L29 26.58-21.58 TP31.21 x30.1002x0.95 1736.15 4110.48 0.422 0.00 4110.48 0.000 (29) L30 21.58- 16.58 TP32.3198x31.21 x0.9125 1895.81 4262.98 0.445 0.00 4262.98 0.000 (30) L31 16.58- 16.16 TP32.41302.31980.912 1909.39 4288.68 0.445 0.00 4288.68 0.000 (31) 5 L32 16.16- 15.91 TP32.4685x32.413x0.912 1917.49 4304.02 0.446 0.00 4304.02 0.000 (32) 5 L33 15.91 - 14 TP32.8925x32.46850.91 1979.68 4422.09 0.448 0.00 4422.09 0.000 (33) 25 L34 14-13.75 TP32.948x32.8925xl.187 1987.87 5627.60 0.353 0.00 5627.60 0.000 (34) 5 L35 13.75- 12.92 TP33.1322x32.948xl.162 2015.11 5587.48 0.361 0.00 5587.48 0.000 (35) 5 L36 12.92- 12.67 TP33.1877x33.1322xl.21 2023.34 5821.05 0.348 0.00 5821.05 0.000 (36) 25 L37 12.67-8.75 TP34.0578x33.1877x0.93 2153.63 4874.10 0.442 0.00 4874.10 0.000 (37) 75 L38 8.75-8.5(38) TP34.1133x34.05780.9 2162.03 4710.98 0.459 0.00 4710.98 0.000 L39 8.5-8.25(39) TP34.1688x34.1133x0.88 2170.43 4666.55 0.465 0.00 4666.55 0.000 75 L40 8.25-8(40) TP34.2243x34.1688x0.88 2178.84 4682.33 0.465 0.00 4682.33 0.000 75 L41 8-6(41) TP34.6682x34.2243x0.88 2246.46 4809.51 0.467 0.00 4809.51 0.000 75 L42 6-5.75(42) TP34.7237x34.6682xl.13 2254.95 6048.74 0.373 0.00 6048.74 0.000 75 L43 5.75-5.44 TP34.7925x34.7237xl.31 2265.49 6899.66 0.328 0.00 6899.66 0.000 (43) 25 L44 5.44-5.19 TP34.848x34.7925x1.312 2274.00 6922.97 0.328 0.00 6922.97 0.000 (44) 5 L45 5.19-4.42 TP35.0189x34.848xl.287 2300.28 6877.10 0.334 0.00 6877.10 0.000 (45) 5 L46 4.42-4.17 TP35.0744x35.0189xl.03 2308.83 5684.67 0.406 0.00 5684.67 0.000 (46) 75 L47 4.17-4(47) TP35.1121 x35.0744xl.03 2314.65 5697.47 0.406 0.00 5697.47 0.000 75 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 66 Section Elevation Size M- 0M. Ratio M„y oM„y Ratio No. Mux Muy ft kip-ft kip-ft PMM kip-ft .... kip-ft �Kr.... L48 4-3.75(48) TP35.1676x35.1121x1.16 2323.22 6334.91 0.367 0.00 6334.91 0.000 25 L49 3.75-0(49) TP36x35.1676xl.2625 2452.73 7164.43 0.342 0.00 7164.43 0.000 Pole Shear Design Data Section Elevation Size Actual oV„ Ratio Actual T„ Ratio No. V„ V. T„ T. f K K PV kip-ft .... kip-ft �in .... L1 108.5-103.5 TP12x12x0.375 1.11 129.42 0.009 0.63 132.28 0.005 (1) L2 103.5-100.5 TP12x12x0.375 6.03 129.42 0.047 0.68 132.28 0.005 (2) L3 100.5-100 TP14.5x12x0.375 6.08 161.18 0.038 0.69 135.65 0.005 (3) L4 100-95(4) TP15.6427xl4.50.1875 6.63 163.76 0.040 0.79 222.63 0.004 L5 95-90(5) TP16.7854xl5.6427x0.18 7.20 175.87 0.041 0.90 256.77 0.004 75 L6 90-85(6) TP 17.9281 x16.7854x0.18 12.61 187.98 0.067 1.00 293.34 0.003 75 L7 85-82.08(7) TP 18.5955x17.9281x0.18 13.03 195.05 0.067 1.07 315.82 0.003 75 L8 82.08-81.83 TP18.6526xl8.5955x0.78 13.06 795.04 0.016 1.08 1249.38 0.001 (8) 75 L9 81.83-76.83 TP 19.7953x18.6526x0.73 18.11 794.27 0.023 1.22 1331.50 0.001 (9) 75 L10 76.83-70.42 TP21.2603x19.7953x0.71 18.64 798.26 0.023 1.31 1392.10 0.001 (10) 25 L11 70.42-68.58 TP21.2824x20.1631x0.78 23.88 905.11 0.026 1.40 1632.22 0.001 (11) 13 L12 68.58-63.58 TP22.4017x21.28240.75 24.67 925.05 0.027 1.43 1761.29 0.001 (12) 63 L13 63.58-58.58 TP23.521x22.4017x0.718 25.50 926.16 0.028 1.59 1857.65 0.001 (13) 8 L14 58.58-53.58 TP24.6402x23.521x0.693 26.35 938.81 0.028 1.75 1977.52 0.001 (14) 8 L15 53.58-48.58 TP25.7595x24.6402x0.66 27.19 948.22 0.029 1.91 2092.78 0.001 (15) 88 L16 48.58-43.58 TP26.8788x25.7595x0.65 28.01 972.47 0.029 2.08 2243.12 0.001 (16) 63 L17 43.58-38.58 TP27.9981x26.8788x0.63 28.81 976.25 0.030 2.25 2350.08 0.001 (17) 13 L18 38.58-33.94 TP29.0368x27.9981x0.63 28.88 980.32 0.029 2.27 2369.73 0.001 (18) 13 L19 33.94-32.94 TP28.6885x27.5498x0.81 29.82 1279.93 0.023 2.46 3138.45 0.001 (19) 25 L20 32.94-30 TP29.341x28.68850.8 30.29 1290.31 0.023 2.56 3239.38 0.001 (20) L21 30-29.75 TP29.3965x29.341x0.812 30.31 1312.44 0.023 2.57 3299.92 0.001 (21) 5 L22 29.75-28.75 TP29.6185x29.39650.81 30.48 1322.63 0.023 2.61 3351.37 0.001 (22) 25 L23 28.75-28.4 TP29.6962x29.61850.91 30.52 1484.27 0.021 2.62 3758.02 0.001 (23) 25 L24 28.4-28.17 TP29.7472x29.69620.91 30.56 1486.90 0.021 2.63 3771.36 0.001 (24) 25 L25 28.17-27.92 TP29.8027x29.74720.91 30.60 1489.76 0.021 2.63 3785.88 0.001 (25) 25 L26 27.92-27.67 TP29.8582x29.8027x0.92 30.64 1512.42 0.020 2.64 3849.18 0.001 (26) 5 L27 27.67-26.83 TP30.0447x29.85820.91 30.78 1502.24 0.020 2.67 3849.56 0.001 (27) 25 L28 26.83-26.58 TP30.1002x30.04470.98 30.81 1624.62 0.019 2.68 4160.38 0.001 (28) 75 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 67 Section Elevation Size Actual oV„ Ratio Actual 0T„ Ratio No. V„ V. T„ T„ ft K K �Yn kip-ft .... kip-ft VT ..... L29 26.58-21.58 TP31.2100.10020.95 31.57 1624.52 0.019 2.84 4324.08 0.001 (29) L30 21.58-16.58 TP32.319801.21x0.9125 32.32 1619.56 0.020 2.97 4474.32 0.001 (30) L31 16.58-16.16 TP32.41302.31980.912 32.37 1624.37 0.020 2.98 4500.93 0.001 (31) 5 L32 16.16-15.91 TP32.468502.4130.912 32.41 1627.23 0.020 2.99 4516.79 0.001 (32) 5 L33 15.91 -14 TP32.892502.46850.91 32.74 1649.09 0.020 3.06 4638.98 0.001 (33) 25 L34 14-13.75 TP32.948x32.8925x1.187 32.75 2131.34 0.015 3.07 5954.43 0.001 (34) 5 L35 13.75-12.92 TP33.1322x32.948x1.162 32.89 2100.22 0.016 3.10 5906.13 0.001 (35) 5 L36 12.92-12.67 TP33.1877x33.1322xl.21 32.93 2190.93 0.015 3.11 6162.27 0.001 (36) 25 L37 12.67-8.75 TP34.0578x33.1877x0.93 33.57 1754.68 0.019 3.25 5112.02 0.001 (37) 75 L38 8.75-8.5(38) TP34.1133x34.05780.9 33.59 1689.22 0.020 3.26 4935.13 0.001 L39 8.5-8.25(39) TP34.1688x34.1133x0.88 33.63 1669.17 0.020 3.27 4886.54 0.001 75 L40 8.25-8(40) TP34.2243x34.16880.88 33.67 1671.96 0.020 3.28 4902.85 0.001 75 L41 8-6(41) TP34.6682x34.22430.88 33.96 1694.22 0.020 3.33 5034.29 0.001 75 L42 6-5.75(42) TP34.7237x34.6682xl.13 33.99 2158.96 0.016 3.34 6378.32 0.001 75 L43 5.75-5.44 TP34.7925x34.7237xl.31 34.03 2483.24 0.014 3.34 7313.13 0.000 (43) 25 L44 5.44-5.19 TP34.848x34.7925xl.312 34.07 2487.35 0.014 3.35 7337.39 0.000 (44) 5 L45 5.19-4.42 TP35.0189x34.848xl.287 34.19 2454.23 0.014 3.38 7281.97 0.000 (45) 5 L46 4.42-4.17 TP35.0744x35.0189xl.03 34.22 1995.59 0.017 3.38 5974.77 0.001 (46) 75 L47 4.17-4(47) TP35.1121x35.0744xl.03 34.24 1997.80 0.017 3.39 5988.02 0.001 75 L48 4-3.75(48) TP35.1676x35.1121x1.16 34.28 2233.93 0.015 3.40 6682.12 0.001 25 L49 3.75-0(49) TP36x35.1676x 1.2625 34.81 2478.35 0.014 3.50 7572.88 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M_ M„y V„ T„ Stress Stress ft �P�... M x �Kx .... 0V vT Ratio Ratio L1 108.5-103.5 0.001 0.065 0.000 0.009 0.005 0.066 1.050 4.8.2 (1) L2 103.5-100.5 0.009 0.194 0.000 0.047 0.005 0.206 1.050 4.8.2 (2) L3 100.5-100 0.009 0.200 0.000 0.038 0.005 0.211 1.050 4.8.2 (3) L4 100-95(4) 0.008 0.281 0.000 0.040 0.004 0.291 1.050 4.8.2 L5 95-90(5) 0.008 0.391 0.000 0.041 0.004 0.401 1.050 4.8.2 L6 90-85(6) 0.014 0.562 0.000 0.067 0.003 0.581 1.050 4.8.2 L7 85-82.08(7) 0.013 0.658 0.000 0.067 0.003 0.677 1.050 4.8.2 L8 82.08-81.83 0.003 0.165 0.000 0.016 0.001 0.169 1.050 4.8.2 (8) L9 81.83-76.83 0.005 0.215 0.000 0.023 0.001 0.221 1.050 4.8.2 (9) L10 76.83-70.42 0.005 0.251 0.000 0.023 0.001 0.256 1.050 4.8.2 (10) L11 70.42-68.58 0.006 0.280 0.000 0.026 0.001 0.287 1.050 4.8.2 (11) tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 68 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M- M„y V„ T„ Stress Stress ft $Pn. $M& �Kx .... �V„ oi„ Ratio Ratio L12 68.58-63.58 0.007 0.332 0.000 0.027 0.001 0.339 1.050 4.8.2 (12) L13 63.58-58.58 0.007 0.384 0.000 0.028 0.001 0.392 1.050 4.8.2 (13) L14 58.58-53.58 0.007 0.429 0.000 0.028 0.001 0.437 1.050 4.8.2 (14) L15 53.58-48.58 0.008 0.471 0.000 0.029 0.001 0.480 1.050 4.8.2 (15) L16 48.58-43.58 0.008 0.503 0.000 0.029 0.001 0.513 1.050 4.8.2 (16) L17 43.58-38.58 0.009 0.543 0.000 0.030 0.001 0.552 1.050 4.8.2 (17) L18 38.58-33.94 0.009 0.545 0.000 0.029 0.001 0.554 1.050 4.8.2 (18) L19 33.94-32.94 0.007 0.464 0.000 0.023 0.001 0.472 1.050 4.8.2 (19) L20 32.94-30 0.008 0.478 0.000 0.023 0.001 0.486 1.050 4.8.2 (20) L21 30-29.75 0.007 0.472 0.000 0.023 0.001 0.480 1.050 4.8.2 (21) L22 29.75-28.75 0.007 0.474 0.000 0.023 0.001 0.482 1.050 4.8.2 (22) L23 28.75-28.4 0.007 0.427 0.000 0.021 0.001 0.434 1.050 4.8.2 (23) L24 28.4-28.17 0.007 0.427 0.000 0.021 0.001 0.434 1.050 4.8.2 (24) L25 28.17-27.92 0.007 0.428 0.000 0.021 0.001 0.435 1.050 4.8.2 (25) L26 27.92-27.67 0.007 0.423 0.000 0.020 0.001 0.430 1.050 4.8.2 (26) L27 27.67-26.83 0.007 0.430 0.000 0.020 0.001 0.437 1.050 4.8.2 (27) L28 26.83-26.58 0.006 0.401 0.000 0.019 0.001 0.407 1.050 4.8.2 (28) L29 26.58-21.58 0.007 0.422 0.000 0.019 0.001 0.429 1.050 4.8.2 (29) L30 21.58- 16.58 0.007 0.445 0.000 0.020 0.001 0.452 1.050 4.8.2 (30) L31 16.58- 16.16 0.007 0.445 0.000 0.020 0.001 0.453 1.050 4.8.2 (31) L32 16.16- 15.91 0.007 0.446 0.000 0.020 0.001 0.453 1.050 4.8.2 (32) L33 15.91 - 14 0.007 0.448 0.000 0.020 0.001 0.455 1.050 4.8.2 (33) L34 14-13.75 0.005 0.353 0.000 0.015 0.001 0.359 1.050 4.8.2 (34) L35 13.75- 12.92 0.006 0.361 0.000 0.016 0.001 0.367 1.050 4.8.2 (35) L36 12.92- 12.67 0.005 0.348 0.000 0.015 0.001 0.353 1.050 4.8.2 (36) L37 12.67-8.75 0.007 0.442 0.000 0.019 0.001 0.449 1.050 4.8.2 (37) L38 8.75-8.5(38) 0.007 0.459 0.000 0.020 0.001 0.467 1.050 4.8.2 L39 8.5-8.25(39) 0.007 0.465 0.000 0.020 0.001 0.473 1.050 4.8.2 L40 8.25-8(40) 0.007 0.465 0.000 0.020 0.001 0.473 1.050 4.8.2 L41 8-6(41) 0.008 0.467 0.000 0.020 0.001 0.475 1.050 4.8.2 L42 6-5.75(42) 0.006 0.373 0.000 0.016 0.001 0.379 1.050 4.8.2 L43 5.75-5.44 0.005 0.328 0.000 0.014 0.000 0.334 1.050 4.8.2 (43) L44 5.44-5.19 0.005 0.328 0.000 0.014 0.000 0.334 1.050 4.8.2 (44) L45 5.19-4.42 0.005 0.334 0.000 0.014 0.000 0.340 1.050 4.8.2 (45) L46 4.42-4.17 0.007 0.406 0.000 0.017 0.001 0.413 1.050 4.8.2 (46) L47 4.17-4(47) 0.007 0.406 0.000 0.017 0.001 0.413 1.050 4.8.2 L48 4-3.75(48) 0.006 0.367 0.000 0.015 0.001 0.373 1.050 4.8.2 L49 3.75-0(49) 0.005 0.342 0.000 0.014 0.000 0.348 1.050 4.8.2 tnxTower Report-version 8.1.1.0 September 06, 2023 108.5 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number CN7-595R2/2300001, Order 656006, Revision 0 Page 69 Section Capacity Table Section Elevation Component Size Critical P oPanow % Pass No. ft Type Element K K Capacity Fail L1 108.5-103.5 Pole TP12xl2x0.375 1 -0.43 452.98 6.3 Pass L2 103.5-100.5 Pole TP12xl2x0.375 2 -3.92 452.98 19.6 Pass L3 100.5-100 Pole TP14.5xl2x0.375 3 -3.92 464.28 20.1 Pass L4 100-95 Pole TP15.6427x14.50.1875 4 -4.17 573.16 27.7 Pass L5 95-90 Pole TP16.7854x15.6427x0.1875 5 -4.41 615.54 38.2 Pass L6 90-85 Pole TP17.9281x16.7854x0.1875 6 -8.53 657.92 55.3 Pass L7 85-82.08 Pole TP18.5955x17.9281x0.1875 7 -8.77 682.67 64.5 Pass L8 82.08-81.83 Pole TP18.6526x18.59550.7875 8 -8.83 2782.65 16.0 Pass L9 81.83-76.83 Pole TP19.7953x18.65260.7375 9 -12.73 2779.95 21.0 Pass L10 76.83-70.42 Pole TP21.2603x19.79530.7125 10 -13.31 2793.91 24.4 Pass L11 70.42-68.58 Pole TP21.2824x20.1631x0.7813 11 -18.99 3167.88 27.4 Pass L12 68.58-63.58 Pole TP22.4017x21.28240.7563 12 -20.16 3237.67 32.3 Pass L13 63.58-58.58 Pole TP23.521x22.4017x0.7188 13 -21.57 3241.57 37.4 Pass L14 58.58-53.58 Pole TP24.6402x23.521x0.6938 14 -23.22 3285.84 41.6 Pass L15 53.58-48.58 Pole TP25.7595x24.6402x0.6688 15 -24.91 3318.79 45.7 Pass L16 48.58-43.58 Pole TP26.8788x25.7595x0.6563 16 -26.64 3403.66 48.8 Pass L17 43.58-38.58 Pole TP27.9981x26.8788x0.6313 17 -28.40 3416.86 52.6 Pass L18 38.58-33.94 Pole TP29.0368x27.9981x0.6313 18 -28.59 3431.12 52.8 Pass L19 33.94-32.94 Pole TP28.6885x27.5498x0.8125 19 -31.44 4479.75 45.0 Pass L20 32.94-30 Pole TP29.341x28.68850.8 20 -32.41 4516.07 46.3 Pass L21 30-29.75 Pole TP29.3965x29.341 x0.8125 21 -32.52 4593.54 45.7 Pass L22 29.75-28.75 Pole TP29.6185x29.3965x0.8125 22 -32.88 4629.21 45.9 Pass L23 28.75-28.4 Pole TP29.6962x29.6185x0.9125 23 -33.02 5194.94 41.3 Pass L24 28.4-28.17 Pole TP29.7472x29.6962x0.9125 24 -33.11 5204.15 41.4 Pass L25 28.17-27.92 Pole TP29.8027x29.7472x0.9125 25 -33.20 5214.16 41.4 Pass L26 27.92-27.67 Pole TP29.8582x29.8027x0.925 26 -33.29 5293.46 41.0 Pass L27 27.67-26.83 Pole TP30.0447x29.8582x0.9125 27 -33.61 5257.83 41.6 Pass L28 26.83-26.58 Pole TP30.1002x30.0447x0.9875 28 -33.71 5686.17 38.8 Pass L29 26.58-21.58 Pole TP31.21x30.1002x0.95 29 -35.68 5685.82 40.9 Pass L30 21.58-16.58 Pole TP32.3198x31.21x0.9125 30 -37.70 5668.46 43.1 Pass L31 16.58-16.16 Pole TP32.413x32.31980.9125 31 -37.88 5685.28 43.1 Pass L32 16.16-15.91 Pole TP32.4685x32.4130.9125 32 -37.98 5695.29 43.1 Pass L33 15.91 -14 Pole TP32.8925x32.4685x0.9125 33 -38.74 5771.81 43.3 Pass L34 14- 13.75 Pole TP32.948x32.8925x1.1875 34 -38.88 7459.70 34.2 Pass L35 13.75-12.92 Pole TP33.1322x32.948xl.1625 35 -39.28 7350.77 34.9 Pass L36 12.92-12.67 Pole TP33.1877x33.1322xl.2125 36 -39.41 7668.24 33.6 Pass L37 12.67-8.75 Pole TP34.0578x33.1877x0.9375 37 -41.32 6141.39 42.8 Pass L38 8.75-8.5 Pole TP34.1133x34.05780.9 38 -41.45 5912.29 44.4 Pass L39 8.5-8.25 Pole TP34.1688x34.1133x0.8875 39 -41.56 5842.11 45.0 Pass L40 8.25-8 Pole TP34.2243x34.16880.8875 40 -41.67 5851.85 45.1 Pass L41 8-6 Pole TP34.6682x34.2243x0.8875 41 -42.47 5929.77 45.2 Pass L42 6-5.75 Pole TP34.7237x34.6682xl.1375 42 -42.61 7556.37 36.1 Pass L43 5.75-5.44 Pole TP34.7925x34.7237x1.3125 43 -42.76 8691.32 31.8 Pass L44 5.44-5.19 Pole TP34.848x34.7925xl.3125 44 -42.89 8705.73 31.8 Pass L45 5.19-4.42 Pole TP35.0189x34.848xl.2875 45 -43.27 8589.80 32.4 Pass L46 4.42-4.17 Pole TP35.0744x35.0189x1.0375 46 -43.38 6984.56 39.3 Pass L47 4.17-4 Pole TP35.1121x35.0744xl.0375 47 -43.46 6992.31 39.3 Pass L48 4-3.75 Pole TP35.1676x35.1121x1.1625 48 -43.57 7818.77 35.5 Pass L49 3.75-0 Pole TP36x35.1676xl.2625 49 -45.23 8674.23 33.1 Pass Summary Pole(1-7) 64.5 Pass RATING= 64.5 Pass *NOTE: Above stress ratios for reinforced sections are approximate. More exact calculations are presented in Appendix C. tnxTower Report-version 8.1.1.0 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 000, OOOK CLIMBING PEGS W/ SAFETY CLIMB (OTHER CONSIDERED EQUIPMENT) (1) 1/2"TO 107 FT LEVEL •��•• . (OTHER CONSIDERED EQUIPMENT-IN (2) 2" CONDUITS) (1) 7/8"TO 107 FT LEVEL (1) 3/6"TO 70 FT LEVEL (1) 1-5/8"TO 107 FT LEVEL ����� (2) 3/4"TO 70 FT LEVEL -� (OTHER CONSIDERED EQUIPMENT) � (1) 3/6"TO 70 FT LEVEL 3��6 0 0 FT T070L (12) LEVEL (PROPOSED EQUIPMENT CONFIGURATION) (9) 1-5/8m TO 88 FT LEVEL p \ I I 0� • (OTHER CONSIDERED EQUIPMENT) I Qj I I • (6) 7/6"TO 102 FT LEVEL \ Q� / / •• (3) 1-1/4"TO 102 FT LEVEL I BUSINESS UNIT:806579 TOWER ID:C-BASELEVEL APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 CUP(AQ perTIA-222-H Site BU: 806579 � � CROWN Work Order: 2255576 . CASTLE Pole Geometry Copyright©2019 Crown Castle Pole Height Above Section Length Lap Splice Length Wall Thickness(in)Top Diameter Bottom Diameter Bend Radius Pole Material Base(ft) (ft) (ft) Number of Sides (in) (in) (in) 1 108.5 8 0 0 12 12 0.375 A53-B-35 2 100.5 0.5 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 4 73.58 39.64 4.13 12 20.16 29.0368 0.28125 Auto A572-65 5 38.07 38.07 0 12 27.55 36 0.3125 Auto A572-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 12 1 0 14 plate 4'TS 1.25"x 7.5"[ARI 1 X 2 0 4 plate VTS 1.25"x 7.5"[ARB 1 3 0 6 plate 'TS 1.25"x 7.5"[ARB 2 X x 4 0 5.54 plate TS 1.25"x 8.25" 3 x x x'. S1 5.54 28.42 1 plate MK-1 2 X Ix 6 8.25 30 plate MK-3 1 X 7 28.75 35.25 plate MK-4 3 X X. x 8 4.42 26.83 channel MP3-08(1.1875in) 2 X X 9 5.5 27.92 channel MP3-08(1.1875in) 1 X. 10 5.49 12.92 channel MP3-08(1.1875in) 1 11 8.75 16.16 channel MP3-08(1.1875in) 1 12 26.83 1 82.08 channel MP3-06(1.1875in) 2 X X 13 27.92 82.08 channel MP3-06(1.1875in) 1 X; 14 Reinforcement Details Gross Bottom Top Pole Face to Bottom Termination Net Area Bolt Hole Size Reinforcement B(in) H(in) Area Termination Top Termination Type Termination Lu(in) (in') Centroid(in) Type Length(in) Length(in) (int) (in) Material 1 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 0.0000 A572-65 5 7 1 7 0.5 Welded n/a PC 8.8-M20(100) 42.000 16.000 5.750 1.1875 A514-GR100 6 7 1 7 0.5 Welded n/a PC 8.8-M20(100) 39.000 16.000 5.750 1.1875 A514-GR100 7 4 1 4 0.5 PC 8.8-M20(100) 21 PC 8.8-M20(100) 21.000 20.000 2.750 1.1875 A514-GR100 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 0.95 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 0.95 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 A572-65 131 6.89 1 2.61 8.47 1 0.93 1 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 Weld Transverse Horiz.Weld Horiz.Groove Horiz.Groove Horiz. Vertical Rev H Reinforcement End #Bolts N or)( Spacing Edge Dist Grade (Horiz.)Weld Length Depth Angle Fillet Size Vertical Weld Fillet Size Connection (in) (in) (ksi) Type (in) (in) (deg) (in) Length(in) (in) Capacity(kip) Top 14 N 3 3 - - - - - - - - - MK-1 Bottom - - - - 70 None - - - - 84 0.375 - Top 13 N 3 3 - - - - - - - - - MK-3 Bottom - - - - 70 None - - - - 84 0.375 - Top 7 N 3 3 - - - - - - - - - MK-4 Bottom 7 N 3 3 - - - - - - - - - 14'TS 1.25"x 7.5" Top - - - - - None - - - - - - - [ARB] Bottom - - - - 70 Up Groove 1.25 0.625 45 0.625 84 0.375 - Top - - - - - None - - - - - - - TS 1.25"x 8.25" Bottom - - - - 70 C1P Groove 1.25 0.625 45 0.625 33.24 0.375 - 4'TS 1.25"x 7.5" Top - - - - - None - - - - - - - [ARB] Bottom - - - - 70 C1P Groove 1.25 0.625 45 0.625 24 0.375 - 6'TS 1.25"x 7.5" Top - - - - - None - - - - - - - [ARB] Bottom - - - - 70 C1P Groove 1.25 0.625 45 0.625 36 0.375 - CClpole-version 4.5.8 Page 1 Analysis Date: 09/06/2023 TNX Geometry Input Increment(ft): 5 Export to TNX Lap Splice Length Bottom Diameter Wall Thickness Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) (in) Grade Multiplier 1 108.5 - 103.5 5 0 12.000 12.000 0.375 A53-13-35 1.000 2 103.5 - 100.5 3 0 0 12.000 12.000 0.375 A53-13-35 1.000 3 100.5 - 100 0.5 0 12 12.000 14.500 0.375 A53-13-35 1.000 4 100 - 95 5 12 14.500 15.643 0.1875 A572-65 1.000 5 95 - 90 5 12 15.643 16.785 0.1875 A572-65 1.000 6 90 - 85 5 12 16.785 1 17.928 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 - 73.58 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 12 68.58 - 63.58 5 12 21.282 22.402 0.75625 A572-65 0.863 13 63.58 - 58.58 5 12 22.402 23.521 0.71875 A572-65 0.881 14 58.58 - 53.58 S 12 23.521 24.640 0.69375 A572-65 0.888 15 53.58 - 48.58 5 12 24.640 25.760 0.66875 A572-65 0.898 16 48.58 - 43.58 S 12 25.760 26.879 0.65625 A572-65 0.894 17 43.58 - 38.58 S 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 19 38.07 - 32.94 5.13 12 27.550 28.688 0.8125 A572-65 0.905 20 32.94 - 30 2.94 12 28.688 29.341 0.8 A572-65 0.907 21 30 - 29.75 0.25 12 29.341 29.397 0.8125 A572-65 0.986 22 29.75 - 28.75 1 12 29.397 29.618 0.8125 A572-65 0.981 23 28.75 - 28.4 0.35 12 29.618 29.696 0.9125 A572-65 0.899 24 28.4 - 28.17 0.23 12 29.696 29.747 0.9125 A572-65 0.898 25 28.17 - 27.92 0.25 12 29.747 29.803 0.9125 A572-65 0.897 26 27.92 - 27.67 0.25 12 29.803 29.858 0.925 A572-65 0.906 27 27.67 - 26.83 0.84 12 29.858 30.045 0.9125 A572-65 0.914 28 26.83 - 26.58 0.25 12 30.045 30.100 0.9875 A572-65 0.886 29 26.58 - 21.58 5 12 30.100 31.210 0.95 A572-65 0.898 30 21.58 - 16.58 5 12 31.210 32.320 0.9125 A572-65 0.913 31 16.58 - 16.16 0.42 12 32.320 32.413 0.9125 A572-65 0.911 32 16.16 - 15.91 0.25 12 32.413 32.469 0.9125 A572-65 0.910 33 15.91 - 14 1.91 12 32.469 32.892 0.9125 A572-65 0.903 34 14 - 13.75 0.25 12 32.892 32.948 1.1875 A572-65 0.861 35 13.75 - 12.92 0.83 12 32.948 33.132 1.1625 A572-65 0.876 36 12.92 - 12.67 0.25 12 33.132 33.188 1.2125 A572-65 0.840 37 12.67 - 8.75 3.92 12 33.188 34.058 0.9375 A572-65 1.057 38 8.75 - 8.5 0.25 12 34.058 34.113 0.9 A572-65 0.992 39 8.5 - 8.25 0.25 12 34.113 34.169 0.8875 A572-65 1.004 40 8.25 - 8 0.25 12 34.169 34.224 0.8875 A572-65 0.929 41 8 - 6 2 12 34.224 34.668 0.8875 A572-65 0.922 42 6 - 5.75 0.25 12 34.668 34.724 1.1375 A572-65 0.960 43 5.75 - 5.44 0.31 12 34.724 34.793 1.3125 A572-65 0.809 44 5.44 - 5.19 0.25 12 34.793 34.848 1.3125 A572-65 0.808 45 5.19 - 4.42 0.77 12 34.848 35.019 1.2875 A572-65 0.820 46 4.42 - 4.17 0.25 12 35.019 35.074 1.0375 A572-65 0.828 47 4.17 - 4 0.17 12 35.074 35.112 1.0375 A572-65 0.827 481 4 - 3.75 0.25 12 35.112 35.168 1.1625 A572-65 0.814 491 3.75 - 0 1 3.75 1 12 35.168 36.000 1.2625 A572-65 0.740 CClpole-version 4.5.8 Page 2 Analysis Date: 09/06/2023 CC|pdo-version 4.5.O Page Analysis Date: OS/O0/2O23 Analysis Results Elevation(ft) Component Size Critical Element %Capacity Pass/Fail Type 108.5-103.5 Pole TP12x12x0.375 Pole 6.3% Pass 103.5-100.5 Pole TP12x12x0.375 Pole 19.5% Pass 100.5-100 Pole TP14.5x12x0.375 Pole 15.1% Pass 100-95 Pole TP15.643x14.50.1875 Pole 27.6% Pass 95-90 Pole TP16.785x15.643x0.1875 Pole 38.0% Pass 9085Pole TP17.928x16.785x0.1875 Pole 55.1% Pass Pole TP18.595x17.928x0.1875 Pole 64.2% Pass .08-81.83 Pole+Reinf. TP18.653x18.595x0.7875 Reinf.12 Bolt-Shaft Bearing 25.5% Pass 81.83 76.83 Pole+Reinf. TP19.795x18.653x0.7375 Reinf.12 Tension Rupture 30.8% Pass 76.��83��......73..58Pole+Reinf. TP21.26x19.795x0.7125 Reinf.12 Tension Rupture 35.8% Pass .58-68.58 Pole Reinf. TP21.282x20.163x0.7813 Reinf.12 Tension Rupture 39.3/o Pass 8s586358Pole+Reinf. TP22.402x21.282x0.7563 Reinf.12 Tension Rupture 46.8% Pass .58-58.58 Pole+Reinf. TP23.521x22.402x0.7188 Reinf.12 Tension Rupture 53.5% Pass 58.58 53.58 Pole+Reinf. TP24.64x23.521x0.6938 Reinf.12 Tension Rupture 59.6% Pass 53.58 48.58 Pole+Reinf. TP25.76x24.64x0.6688 Reinf.12 Tension Rupture 65.2% Pass .58-43.58 Pole+Reinf. TP26.879x25.76x0.6563 Reinf.12 Tension Rupture 70.3% Pass 43.58-38.58 Pole+Reinf. TP27.998x26.879x0.6313 Reinf.12 Tension Rupture 74.9% Pass 38.58 38.07 Pole+Reinf. TP29.037x27.998x0.6313 Reinf.12 Tension Rupture 75.3% Pass 38.07-32.94 Pole+Reinf. TP28.688x27.55x0.8125 Reinf.12 Tension Rupture 63.7% Pass 32.94-30 Pole+Reinf. TP29.341x28.6880.8 Reinf.12 Tension Rupture 65.7% Pass 30-29.75 Pole+Reinf. TP29.397x29.341x0.8125 Reinf.13 Tension Rupture 61.1% Pass 29.75 28.75 Pole+Reinf. TP29.618x29.397x0.8125 Reinf.13 Tension Rupture 61.7% Pass 28.75-28.4 Pole+Reinf. TP29.696x29.618x0.9125 Reinf.12 Tension Rupture 58.5% Pass 28.4-28.17 Pole+Reinf. TP29.747x29.696x0.9125 Reinf.12 Tension Rupture 58.6% Pass 28.17-27.92 Pole+Reinf. TP29.803x29.7470.9125 Reinf.12 Tension Rupture 58.8% Pass 27.92 27.67 Pole+Reinf. TP29.858x29.803x0.925 Reinf.12 Tension Rupture 58.8% Pass 27.6726.83Pole+Reinf. TP30.045x29.858x0.9125 Reinf.12 Tension Rupture 59.3% Pass 26.83-26.58 Pole+Reinf. TP30.1x30.045x0.9875 Reinf.8 Bolt Shear 57.9% Pass 26.5821.58Pole+Reinf. TP31.21x30.1x0.95 Reinf.8 Tension Rupture 57.5% Pass 21.58-16.58 Pole+Reinf. TP32.32x31.21x0.9125 Reinf.8 Tension Rupture 59.9% Pass 16.58-16.16 Pole+Reinf. TP32.413x32.32x0.9125 Reinf.8 Tension Rupture 60.1% Pass 16.1615.91Pole+Reinf. TP32.469x32.413x0.9125 Reinf.8 Tension Rupture 60.2% Pass 15.91 14 Pole Reinf. TP32.892x32.469x0.9125 Reinf.8 Tension Rupture 61.1% Pass 1413.75Pole+Reinf. TP32.948x32.892x1.1875 Reinf.8 Tension Rupture 52.8% Pass 13.75 12.92 Pole+Reinf. TP33.132x32.948x1.1625 Reinf.8 Tension Rupture 53.2% Pass � ,,,,,,,, 12.92 12.67 Pole+Reinf. TP33.188x33.132x1.2125 Reinf.8 Tension Rupture 52.0% Pass 12.67-8.75 Pole+Reinf. TP34.058x33.1880.9375 Pole 53.6% Pass 8.75-8.5 Pole+Reinf. TP34.113x34.058x0.9 Reinf.9 Tension Rupture 58.3% Pass 8.5-8.25 Pole+Reinf. TP34.169x34.113x0.8875 Reinf.9 Tension Rupture 58.4% Pass 8.25-8 Pole+Reinf. TP34.224x34.169x0.8875 Reinf.9 Tension Rupture 60.9% Pass 8-6 Pole+Reinf. TP34.668x34.224x0.8875 Reinf.9 Tension Rupture 61.7% Pass 6-5.75 -5.75 Pole+Reinf. TP34.724x34.668x1.1375 Reinf.8 Tension Rupture 55.4% Pass 5.75-5.44 Pole+Reinf. TP34.793x34.724x1.3125 Reinf.8 Tension Rupture 50.0% Pass 5.44-5.19 Pole+Reinf. TP34.848x34.793x1.3125 Reinf.8 Tension Rupture 50.1% Pass � ,,,,,,,, 5.19-4.42 Pole+Reinf. TP35.019x34.848x1.2875 Reinf.8 Tension Rupture 50.4% Pass 442417Pole+Reinf. TP35.074x35.019x1.0375 Reinf.1 Compression 60.1% Pass 4.174Pole+Reinf. TP35.112x35.074x1.0375 Reinf.1 Compression 60.2% Pass 43.75Pole+Reinf. TP35.168x35.112x1.1625 Reinf.1 Compression 55.4% Pass 3.760Pole+Reinf. TP36x35.168x1.2625 � Reinf.2Weldment 58.2% Pass Summary Pole64.2% Pass Reinforcement 75.3% Pass Overall75.3% Pass Mpole-version 4.5.8 Page 4 Analysis Date: 09/06/2023 Additional Calculations Section Moment of Inertia(in 4) Area(m) %Capacity*(100%Max.Allowable) Elevation(ft) Pale Rcicf. Total Pak RoW. Total Polo RI RZ R3 R4 RS ITO R7 R8 R9 RIO R11 R12 R13 108.5-103.5 232 n/a 232 13.70 n/a 13.70 6.3% 103.5-100.5 232 n/a 232 13.70 n/a 13.70 19.5% 100.5-100 435 n/a 435 17.03 n/a 17.03 15.1% 100-95 285 n/a 285 9.32 n/a 9.32 27.6% 95-90 353 n/a 353 10.01 n/a 10.01 38.0% 90-85 431 n/a 431 10.70 n/a 10.70 55.1% 85-82.08 481 n/a 481 11.10 n/a 11.10 64.2% 82.08-81.83 486 1362 1848 11.13 25.41 36.54 16.5%1 25.5% 25.5% 81.83-76.83 582 Isis 2097 11.82 25.41 37.23 22.2% 30.8% 30.8% 76.83-73.58 6513 1619 2269 12.27 25.41 37.68 26.2% 35.8% 35.8% 73.58-68.58 1072 1727 2799 18.99 25.41 44.40 26.2% 39.3% 39.3% 68.58-63.58 1253 1895 3148 20.00 25.41 45.41 31.3% 46.8% 46.8% 63.58-58.58 1453 2072 3525 21.02 25.41 46.43 36.0% 53.5% 53.5% 58.58-53.58 1673 2256 3929 22.03 25.41 47.44 0.8% 59.6% 59.6% 53.58-48.58 1914 2449 4363 23.04 25.41 48.45 45.4% 65.2% 65.2% 48.58-43.58 2178 2649 4827 24.05 25.41 49.46 49.8% 70.3%. 70.3% 43.58-38.58 2465 2857 5322 25.07 25.41 51148 54.0%. 1 74.9% 74.9%1 38.58-38.07 2495 2879 5374 25.17 25.41 5o.58 54.4% 75.3% 75.3% 38.07-32.94 2939 4320 7259 29.51 37.41 65.92 44.7% 58.0% 63.7% 63.7% 32.94-30 3146 4507 7653 29.17 37.41 66.58 46.5% 59.8% 65.7% 65.7% 30-29.75 3171 4712 7894 29.22 44.41 73.63 48.3% 38.5% 59.8% 61.1% 61.1% 29.75-28.75 3244 4779 8024 29.45 44.41 73.86 48.9% 3119% 60.4% 61.7% 61.7% 28.75-28.4 3263 5706 8969 29.52 46.41 7SI93 41.6% 44.9% 44,9% 58.5% 58.5% 28.4-28.17 3280 5724 9004 29.58 46.41 75.99 41.7% 45.0% 45.0% 58.6% 58.6% 28.17-27.92 3298 5744 9043 29.63 46.41 76.04 41.8% 45.1% 45.1% 58.8% 58.8% 27.92-27.67 3318 5887 9205 29.69 48.26 77.95 41.9% 44.1%, 44,1% 57.5% 58.8%. 27.67-26.83 3391 5956 9337 29.88 48.26 78.14 42.4% 44.5% 44,5% 55.0% 59.3% 26.83-26.58 3399 6588 9988 29.93 51.96 81.89 39.4% 42.3% 42.3%, 57.9%. 54.9% 26.58-21.58 3794 7052 10846 31.05 51.96 83.DI 41.9% 44.3% 44,3% 57.5% 57.5% 21.58-16.58 217 7533 11750 32.16 51.96 84.12 44.3% 46.2% 46.2% 59.9% 59.9% 16.58-16.16 4254 7574 11828 32.25 51.96 84.21 44.5% 46.4% 4EL4% 60.1% 60.1% 16.16-15.91 4276 7598 11874 32.31 51.96 84.27 44.6% 46.5% 46.5% 60.2% 60.2%1 15.91-14 4448 7787 12234 32.74 51.96 84.70 45.6%, 47.2% 4T.2% 61.1% 61.1% 104.45 14-13.75 4613 11094 15708 32.79 71.66 1 41.3% 45.8% 44.0% 32.9% 52.8% 50.8% 45.0% 13.75-12.92 4691 11207 15898 32.98 71.66 104.63 41.7% 46.1% 44.3% 33.1% 53.2% 51.2% 45.3% .5% 12.92-12.67 4890 11650 16541 33.03 71.66 104.69 42.4% 41.4% 51.0% 29.7% 52.0% 49 49.4% 12.67-8.75 5240 9049 14289 33.91 71.66 105.56 53.6% 42.7% 52.4% 30.T%, 53.5% 48.4% 50.8% 8.75-8.5 4976 8582 13558 33.96 61.34 95.30 50.3% 47.3% 48.8% 34.1% 583% 58.3% 8.5-8.25 5001 8608 13609 34.02 61.34 95.35 50.4% 47.4% 48.5% 34.1% 58.4% 58.4% 8.25-8 5018 8588 13607 34.07 54.34 88.41 49.9% 56.6% 48.9% 60.9% 60.9% 3-6 5218 8799 14017 34.52 54.34 88.86 50.9% 57.3% 49.5% 61.7% 61.7%, 6-5.75 5410 12489 17900 34.58 83.41 117.98 44.3% 42.8% 45.9% 39.7% 55.3% 38.9% 36.2% 5.75-5.44 5464 14926 20390 34.65 79.70 114.35 38.5% 45.9% 43.6% 45.3% 49.9%, 5.44-5.19 5490 14966 20456 34.70 79.70 114.40 38.6% 45.9% 43.7% 45.4% 52.0 % 5.19-4.42 5571 15091 20662 34.87 79.70 114.58 38.9% 46.2% 43.9'/, 45.7% 50.3% 4.42-4.17 5775 11382 17157 3493 59..06 93.99 50.0% 601%, .6% 58.7% 4.17 5793 17196 34.97 1 59.136 94.03 50.1% 60.2% 4 �1�0� 0.4 212 48.7 3.75-0 I I 4.-3.71 Is 1M. 1 19139 35.02 1 68.44 ID3.46 43.1% M 8-2-/ 4 7% 375-0 5946 1 15785 1 21732 35.86 68.44 104.30 40.7% 56.8%%f-�/� 47.0% Note:Section capacity checked using 5 degree increments. "Rating par TIA-222 H Section 15.5. Mpole-version 4.5.8 Page 5 Analysis Date: 09/06/2023 Monopole Flange Plate Connection Elevation=100ft. CROWN CASTLE BU#j 806579 Site Name INY Cutchogue 95828C Moment(kip-ft) 28.83 Order#1 656006 Rev.0 Axial Force(kips) 3.95 Shear Force(kips) 6.08 TIA-222 Revision H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External O 0 l- Bolt Data (9)1"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 25.75"BC Top Plate Data Bottom Plate Data 28.5"OD x 1.5"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 Pale Data 14.5"x 0.375"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) Bolt Capacity Max Load(kips) 5.53 Allowable(kips) 56.80 Stress Rating: 9.3% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): 5.20 (Flexural) Max Stress(ksi): 5.20 (Flexural) Allowable Stress(ksi): 45.00 Allowable Stress(ksi): 45.00 Stress Rating: 11.0% Pass Stress Rating: 11.0% FWx"s Tension Side Stress Rating: 9.0% IPass Tension Side Stress Rating: 9.0% IPass CClplate-Version 4.1.2 Analysis Date:09/06/2023 Monopole Base Plate Connection 90"'CROWN CASTLE BU# 806579 Site Name INY Cutchogue 95828 Order# 656006 Rev.0 O D TIA-222 Revision H Grout Considered: See Custom Sheet la,(in) See Custom Sheet Moment(kip-ft) 2452.73 Axial Force(kips) 45.23 Shear Force(kips) 34.81 *TIA-222-H Section 15.5 Applied Z ® e O D 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=172.92 c�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=2.69 c�Vn=149.1 67.6% pos.(deg): 63,165,241,334 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=262.13 (tPn_t=375 Stress Rating Vu=3.32 (tVn=230.1 66.6% Stiffener Data Mu=n/a (Mn=n/a Pass N/A Base Plate Summary Pole Data Max Stress(ksi): 44.94 (Flexural) 36"x 0.3125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Allowable Stress(ksi): 54 Stress Rating: 79.3% Pass CClplate-Version 4.1.2 Analysis Date:09/06/2023 Pier and Pad Foundation ,,,��„nl���� CROWN BU#: NY CU CASTLE Site Name: NY CUTCHOGUE 958280 App. Number: 656006 Rev. 0 TIA-222 Revision: H Top&Bot.Pad Rein.Different?: ❑ Tower Type: Monopole Block Foundation?: ❑ Rectangular Pad?: Q Superstructure • Foundation Compression,P,a,p: 45.25 kips Capacity Demand Rating* Check Base Shear,Vu-comp: 34.79 kips Lateral(Sliding)(kips) 355.44 34.79 9.3% Pass Bearing Pressure(ksf) 7.50 3.06 38.9% Pass Moment,M,,: 2452.74 ft-kips Overturning(kip*ft) 5068.19 2881.09 56.8% Pass Tower Height,H: 108.5 ft Pier Flexure(Comp.)(kip*ft) 4967.37 2731.06 52.4% Pass BP Dist.Above Fdn,bPdl.t:1 3.75 lin Pier Compression(kip) 17996.05 85.97 0.5% Pass Pad Flexure(kip*ft) 2746.39 1044.82 36.2% Pass Pad Shear-1-way(kips) 891.38 139.01 14.9% Pass PropertiesPier Pad Shear-2-way(Comp)(ksi)1 0.190 1 0.021 1 10.7% Pass Pier Shape: Circular Flexural2-way(Comp)(kip*ft)1 3840.05 1 1638.64 1 40.6% Pass Pier Diameter,dpier: 6 ft Ext.Above Grade,E: 2 ft Pier Rebar Size,Sc: 11 'Rating per TIA-222-H Section Pier Rebar Quantity,mc: 24 15.5 Pier Tie/Spiral Size,St: 5 Structural Rating*: 52.41Y Pier Tie/Spiral Quantity,mt: 8 Soil Rating*: 56.8% Pier Reinforcement Type: Tie Pier Clear Cover,ccp1eY: 3 in • Properties Depth,D: 10 ft Pad Width,Wt: 25 ft Pad Width,W2: 18 ft Pad Thickness,T: 4 ft Pad Rebar Size(Bottom dir.1),Spt: 8 Pad Rebar Quantity(Bottom dir.1),mpt: 18 Pad Rebar Size(Bottom dir.2),Sp2: 8 Pad Rebar Quantity(Bottom dir.2),mpg: 18 Pad Clear Cover,ccpad: 3 lin Material Properties Rebar Grade,Fy:1 60 Iksi Concrete Compressive Strength,Fc:1 4 Iksi Dry Concrete Density,6c:1 150 Ipcf Soil Properties Total Soil Unit Weight,y: 115 pcf Ultimate Gross Bearing,Quit: 10.000 ksf -,.t �,�YL�rtvr� ii irri I9. Cohesion,Cu: 0.000 ksf Friction Angle,cp: 33 degrees SPT Blow Count,Nbi-: Base Friction,µ: 0,4 Neglected Depth,N: 4.20 ft Foundation Bearing on Rock.. No Groundwater Depth,gw: 52 Ift Version 4.1.1 -ASCE ASCE 7 Hazards Report AMERICAN SOCIETY 01:CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Latitude: 41.029603 No Address at This Location Risk Category: II Longitude: -72.497303 Soil Class: D -Stiff Soil Elevation: 56.84320251123963 ft (NAVD 88) C U' +tth 1 yp ' bi ry rtwu d9,. ru( h'A r er p �W L '"* RZ- i N Y N �a 0 d ) tl ^"�" 7— ,. ,'3,� � =r� V ,,^'� w,,; � ' � 'Nw ,, ' �r� � A � � kWY vi � � �✓�'�r(V ;,'i%" e'° e, N r✓.' I^wn an Li( `Lm w✓� 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: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed Sep 06 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:Hasce7hazardtool.onlinel Page 1 of 3 Wed Sep 06 2023 -ASCE* AMERICAN SOCIETY 01:CIVIL ENGINEERS Seismic D - Stiff Soil Site Soil Class: Results: SS 0.177 Sol 0.08 S, 0.05 TL 6 Fa 1.6 PGA : 0.096 F„ 2.4 PGA m : 0.153 SMS 0.282 FPGA 1.6 SM, 0.119 le 1 SIDS : 0.188 C„ 0.7 Seismic Design Category: B 01301 MCER Response Spectrum 01 20 Design Response Spectrum 0'2a °U 15 U. PT 14w SSU 0 4 k tgrY 9T alC I� rel ,. CD ^r 04) Da cr& 01 cu 06 � �lkh k 41111��1h�tfSStq� ���1S��IUNhSUSU�L1111 IDI 04 U GU r 02�11j� j��\�L11111�IITU�1111gS��L111�S1A1LA\Ag1YlTl1TpTR1Tlp1111�pAtitiTpITllllVtlT�Tn1�11JlIlIJUlU1111115410}TIII�IQ&nyyl�)?T4g1111111gI�T11lm�1T1L111�1141SSUItif�(T0 �11�Vllq$SINIUUSUSL1A1T11�IV991��1➢�1191EI1�1�4\9S1VIN�1\ �P � �1NU1UCIA�U�,IUtOfiDIl0US1VNI���N1U1L�iTSU1�yUl�VI�ITT��fiV1�11t�0(NNIp6SSlS I�.UV4�111NN6" Sa(g)vs T(s) Sa(g)vs T(s) O Y6 MCER Vertical Response Spectrum Design Vertical Response Spectrum rt1IN�WrLUU 400/00,n AD rU(Y'� ., 0 0 (2 11 Gpsr E9F 91b1r AS (3 0r �m 0� ���� �IN :U 1 — �i UTw IV 0 03 r 2 — — — — — 0 02 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Wed Sep 06 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hasce7hazardtool.onlinel Page 2 of 3 Wed Sep 06 2023 -ASCE* AMERICAN SOCIETY 01:CIVIL 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: Wed Sep 06 2023 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 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-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 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct, indirect,special, incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https:Hasce7hazardtool.online/ Page 3 of 3 Wed Sep 06 2023 Michaelis, Jessica From:Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Sent:Tuesday, November 28, 2023 8:42 AM To:Marie Russo Cc:Cerezo, Mara; Michaelis, Jessica Subject:NY Southold 1000-96.-1-19.1 T-Mobile 21855 County Rd application Good morning, CityScape is reviewing the applica?on submi?ed to the Town of Southold and the applica?on is incomplete. We are in need of a structural analysis and an FCC Compliance Assessment/Report. Also, if you would email the CDs along with the other items it would be appreciated. Once we get the requested documents we can begin our review. Please let me know if you have any ques?ons. Best regards, Elizabeth Elizabeth Herington-Smith VP/General Manager Direct Line: 561-541-3104 CITYSCAPE CONSULTANTS, INC. Toll Free: 877-438-2851 www.cityscapegov.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 AOA�w Date: July 6, 2023 GPD Engineering and Architecture Professional Corporation 520 South Main St; Suite 2531 Akron, OH 44311 (216) 927-8663 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: L113411 B Crown Castle Designation: BU Number: 825717 Site Name: Mattituck JDE Job Number: 684772 Work Order Number: 2242232 Order Number: 584825 Rev. 14 Engineering Firm Designation: GPD Project Number: 2023777.825717.04 Site Data: 12585 Sound Ave., Mattituck, NY 11952, Suffolk County Latitude 40°59'27.84", Longitude -72°32'17.94" 100 Foot— PennSummit Concealment Tower We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Parker Graf Respectfully submitted by: Of NE{�, P C-3 m 2 Christopher J. Scheks, P.E. Ztli s New York#: 093566-1 C9356$ �t 7/6/2023 520 South Main Street.Suite 2531.Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101 .www.GPDGroup.com GPD Engineering And Architecture Professional Corporation 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 -Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity(Summary) Table 5-Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 3 1) INTRODUCTION This is a 100 ft concealment tower designed by PennSummit. in February of 2004. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - 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) 95.0 , 95.0 3 , Commscope , FVV-65A-R3 _, 12 7/8 85.085.0 3 Commscope F FVV-65A-R3 12 7/8 Table 2–Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 95.0 I 95.0 1 - 25.625"0 x 10' Concealment Shroud - - 85.0 85.0 1 26.625"0 x 10' Concealment Shroud F— - 3 JMA Wireless MX08FRO665-21 3 Fujitsu TA08025-6605 75.0 75.0 3 Fujitsu TA08025-6604 1 1-3/8 1 Raycap RDIDC-9181-PF-48 1 1 Site Pro 1 6CHMT tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 4 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document I Reference Source Original Tower Drawings 3478552 CCISites Foundation Drawings 3960738 I CCISites F Geotechnical Report _ 3478551 CCISites 3.1) Analysis Method tnxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the of the TIA-222 standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions or items in Table 3 are not valid or have been made in error. GPD should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 5 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) Section Elevation(ft) Component Size Critical P(K) SF*P—allow % pass/Fail No. Type Element (K) Capacity L1 100-80 Pole TP6x6x0.5 1 -1.57 612.32 12.0 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 f -6.88 1350.54 15.1 1 Pass L3 40.75-0 Pole TP38.19x31.441x0.25 3 -12.91 1849.23 29.6 Pass Summary ELC: F LC7 Pole(1-3) 29.6 Pass Rating= 29.6 Pass Table 5-Tower Component Stresses vs. Capacity–LC7 Notes Component F Elevation (ft) % Capacity Pass/ Fail I 1,2 Flange Bolts 80.0 F— 5.5 Pass 1,2 Anchor Rods r 0 47.1 Pass 1,2 1 Base Plate F 0 42.4 Pass 1,2 Base Foundation0 18.5 Pass Structural 1,2 Base Foundation0 48.1 Pass Soil Interaction F Structure Rating (max from all components) = 48.1% 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 8.1.1.0 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 100.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu o ASTM A513 75 ksi 85 ksi A607-65 65 ksi 80 ksi o o 0 0 D.O.M. o 6 16 16 0 0 o TOWER DESIGN NOTES 1. Toweris located in Suffolk Countv,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 80.0 n 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Cateqory 1 with Crest Height of 0.0000 ft Q 8. TOWER RATING:29.6% 0 M N Q H Q N UJ N O V N O 0 40.8 ft a ALL REACTIONS ARE FACTORED a AXIAL 18K SHEAR MOMENT 2K 130 kip-ft TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 13K SHEARMOMENT 8 K 455 kip-ft 0.0 ft TORQUE 0 kip-ft - REACTIONS-128 mph WIND v, P GPD °b BU#:825717/Mattituck 520 South Main Street Suite 2531 Project:2023777.825717.04 �_ Akron, Strhio et Su client:Crown Castle Drawn by:pgraf App'd: Phone:(330)572-2100 Code: TIA-222-H Dale:07/06/23 Scale: NTS FAX: 330 572-2101 Path'T�cm 0257rT04u 3o-u,wre\00 sir,,,—wu Rev moa Modaim X825717 P.Dwg No.E-1 Feed Line Distribution Chart 01 - 100, Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 100.0000 100.0000 ------------------------- 95.0000 ------------------------- 95.0000 ------------------------- 85.0000 ------------------------- 85.0000 80.0000 80.0000 ----------- 75.0000 ------------------------- 75.0000 w s= O ++ a > w, W J Q N 40.7500 M LL 40.7500 X X m a a U 0.0000 0.0000 GPD o'BU#:825717/Mattituck 520 South Main Street Suite 2531 Project:2023777.825717.04 Akron, Ohio 44311 Client:Crown Castle Drawn by:pgraf App'd: Phone:(330)572-2100 Code: TIA-222-H Date:07/06/23 Scale: NTS FAX: 330 572-2101 Path: Dwg No.E-7 T1Crewn\82571]\D4\S[c\urel\p0 St,--Rev O\03 Modelln 1825I1]FP.r Job tnxToweY JoBU #: 825717/ Mattituck Page1 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf 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: 7.0000 ft. Basic wind speed of 128 mph. Risk Category 11. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.0000 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56.00 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. A 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:K, (Fw)—0.95,K�s(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 Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in TEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz V Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTower Job Page BU #: 825717/ Mattituck 2 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 100.0000-80.00 20.0000 0.00 Round 6.0000 6.0000 0.5000 ASTM A513 00 D.O.M. (75 ksi) L2 80.0000-40.750 39.2500 4.25 18 26.6300 32.5160 0.2188 0.8752 A607-65 0 (65 ksi) L3 40.7500-0.0000 45.0000 18 31.4410 38.1900 0.2500 1.0000 A607-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/O w w/t in in' in, in in i713 in, ins in L1 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 6.0000 8.6394 32.9376 1.9526 3.0000 10.9792 65.8753 4.3171 0.0000 0 L2 27.0071 18.3418 1616.4270 9.3760 13.5280 119.4872 3234.9809 9.1727 4.3018 19.661 32.9839 22.4295 2955.8767 11.4655 16.5181 178.9474 5915.6427 11.2169 5.3377 24.395 L3 32.5347 24.7501 3042.0915 11.0728 15.9720 190.4637 6088.1859 12.3774 5.0936 20.374 38.7406 30.1054 5474.9021 13.4687 19.4005 282.2039 10957.0083 15.0556 6.2814 25.126 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Ll 1 0 1 100.0000-80.0 000 L2 1 1 1 80.0000-40.75 00 L3 1 1 1 40.7500-0.000 0 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C,4A,4 Weight or Shield From Tip Number Leg Torque ft ft/ft kTf Calculation LCF78-50A(7/8") C No No Inside Pole 95.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 LCF78-50A(7/8") C No No Inside Pole 85.0000- 12 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 CUI2PSM9P8XXX( A No No Inside Pole 75.0000- 1 No Ice 0.0000 0.00 1-3/8) 0.0000 1/2"Ice 0,0000 0.00 1"Ice 0.0000 0.00 Job tnxToweY JoBU #: 825717/ Mattituck Page3 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjusbnent Front Side Leg Lateral Vert ft ft ft2 ft, K ft ft FVV-65A-R3 w/Mount Pipe A From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Moumt Pipe B From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe C From Leg 0.5000 0.00 95.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe A From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe B From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 FVV-65A-R3 w/Mount Pipe C From Leg 0.5000 0.00 85.0000 No Ice 0.0000 0.0000 0.07 0.00 1/2"Ice 0.0000 0.0000 0.12 0.00 1"Ice 0.0000 0.0000 0.18 MX08FRO665-21 w/Mount A From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 1"Ice 9.0375 5.1558 0.29 MX08FRO665-21 A,/Mount B From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 1"Ice 9.0375 5.1558 0.29 MX08FRO665-21",/Mount C From Leg 1.0000 0.00 75.0000 No Ice 8.0094 4.2326 0.11 Pipe 0.00 1/2"Ice 8.5180 4.6887 0.19 0.00 1"Ice 9.0375 5.1558 0.29 TA08025-13604 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 09811 0.06 0.00 1/2"Ice 2.1.378 1.1117 0.08 0.00 1"Ice 2.3195 1.2496 0.10 TA08025-13605 A From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 1"Ice 2.3195 1.4112 0.11 TA08025-13604 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2"Ice 2.1378 1.1117 0.08 0.00 1"Ice 2.3195 1.2496 0.10 TA08025-13605 B From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 1"Ice 2.3195 1.4112 0.11 TA08025-13605 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 1.1295 0.08 0.00 1/2"Ice 2.1378 1.2666 0.09 0.00 1"Ice 2.3195 1.4112 0.11 TA08025-13604 C From Leg 1.0000 0.00 75.0000 No Ice 1.9635 0.9811 0.06 0.00 1/2"Ice 2.1378 1.1117 0.08 0.00 1"Ice 2.3195 1.2496 0.10 RDIDC-9181-PF-48 A From Leg 1.0000 0.00 75.0000 No Ice 2.5610 1.3374 0.02 0.00 1/2"Ice 2.7600 1.4935 0.04 0.00 1"Ice 2.9665 1.6570 0.07 SiteProl 6CHMT C None 0.00 75.0000 No Ice 3.1700 3.1700 0.27 1/2"Ice 3.7900 3.7900 0.32 1"Ice 4.4100 4.4100 0.38 2.375"x 10'Mount Pipe A From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 1"Ice 4.4479 4.4479 0.11 Job tnxToweY JoBU #: 825717/ Mattituck Page4 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft f ftz K ft ft 2.375"x 10'Mount Pipe B From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 1"Ice 4.4479 4.4479 0.11 2.375"x 10'Mount Pipe C From Leg 1.0000 0.00 75.0000 No Ice 2.3750 2.3750 0.07 0.00 1/2"Ice 3.4031 3.4031 0.09 0.00 1"Ice 4.4479 4.4479 0.11 Canister Loadl C None 0.00 100.0000 No Ice 4.8047 4.8047 0.07 1/2"Ice 12.2031 12.2031 0.15 1"Ice 12.6615 12.6615 0.23 Canister Load2 C None 0.00 90.0000 No Ice 9.7969 9.7969 0.16 1/2"Ice 24.8646 24.8646 0.32 1"Ice 25.7813 25.7813 0.49 Canister Load3 C None 0.00 80.0000 No Ice 4.9922 4.9922 0.49 1/2"Ice 12.6615 12.6615 0.57 1"Ice 13.1198 13.1198 0.66 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Ll 100-80 3.81 39 0.37 0.00 L2 80-40.75 2.43 39 0.23 0.00 L3 45-0 0.91 39 0.17 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 100.0000 Canister Loadl 39 3.81 0.37 0.00 40070 95.0000 FVV-65A-R3 w/Mount Pipe 39 3.45 0.33 0.00 40070 90.0000 Canister Load2 39 3.09 0.29 0.00 20035 85.0000 FVV-65A-R3 w/Mount Pipe 39 2.75 0.26 0.00 13356 80.0000 Canister Load3 39 2.43 0.23 0.00 10582 75.0000 MX08FRO665-21 w/Mount Pipe 39 2.14 0.21 0.00 10765 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Ll 100-80 18.47 2 1.79 0.00 L2 80-40.75 11.77 2 1.11 0.00 L3 45-0 4.39 2 0.83 0.00 Job tnxToweY JoBU #: 825717/ Mattituck Page5 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 100.0000 Canister Loadl 2 18.47 1.79 0.00 8248 95.0000 FW-65A-R3 w/Mount Pipe 2 16.70 1.59 0.00 8248 90.0000 Canister Load2 2 14.97 1.41 0.00 4124 85.0000 FW-65A-R3 w/Mount Pipe 2 13.32 1.24 0.00 2749 80.0000 Canister Load3 2 11.77 1.11 0.00 2178 75.0000 MX08FRO665-21 w/Mount Pipe 2 10.36 1.01 0.00 2216 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P„ OP„ Ratio No. P„ ft ft ft in' K K op„ L1 100-80(1) TP6x6xO.5 20.0000 0.0000 0.0 8.6394 -1.57 583.16 0.003 L2 80-40.75(2) TP32.516x26.63xO.2188 39.2500 0.0000 0.0 21.9869 -6.88 1286.23 0.005 L3 40.75-0(3) TP38.19x31.4410.25 45.0000 0.0000 0.0 30.1054 -12.91 1761.17 0.007 Pole Bending Design Data Section Elevation Size M., Om- Ratio M111, OM�,. Ratio No. ft kip-ft kip-ft �M x kip-ft kip-ft OMny L1 100-80(1) TP6x6xO.5 10.54 85.31 0.124 0.00 85.31 0.000 L2 80-40.75(2) TP32.516x26.63xO.2188 142.42 931.98 0.153 0.00 931.98 0.000 L3 40.75-0(3) TP38.19x31.4410.25 454.56 1498.78 0.303 0.00 1498.78 0.000 Pole Shear Design Data Section Elevation Size Actual 0V„ Ratio Actual T Ratio No. V„ V T. T ft K K 0V kip ft kip ft 0Tz L1 100-80(1) TP6x6xO.5 0.79 174.95 0.005 0.00 84.60 0.000 L2 80-40.75(2) TP32.516x26.63xO.2188 5.33 385.87 0.014 0.00 1069.87 0.000 L3 40.75-0(3) TP38.19x31.4410.25 8.46 528.35 0.016 0.00 1755.49 0.000 tnxTower Job Page BU #: 825717/ Mattituck 6 of 6 GPD Project Date 520 South Main Street Suite 2531 2023777.825717.04 16:30:09 07/06/23 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX:(330)572-2101 pgraf Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb, Allow. Criteria No. P„ 111- M V T„ Stress Stress ft OP„ 0M1x Of", 0V 0T, Ratio Ratio Ll 100-80(l) 0.003 0.124 0.000 0.005 0.000 0.126 1.050 4.8.2 L2 80-40.75(2) 0.005 0.153 0.000 0.014 0.000 0.158 1.050 4.8.2 L3 40.75-0(3) 0.007 0.303 0.000 0.016 0.000 0.311 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P oPu11,,,, % Pass No. ft Tvpe Element K K Capacity Fail Ll 100-80 Pole TP6x6x0.5 1 -1.57 612.32 12.0 Pass L2 80-40.75 Pole TP32.516x26.63x0.2188 2 -6.88 1350.54 15.1 Pass L3 40.75-0 Pole TP38.19x31.44lx0.25 3 -12.91 1849.23 29.6 Pass Summary ELC: LC7 Pole(L3) 29.6 Pass Rating= 29.6 Pass 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 7 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 W It�YR>uoo lro.m mlmm �� O¢ � itaC l.o.m mD9m IF/44/R � l+.wal colo wc.u3a min 'W°D/a® K Q YIYI MY014 t[OID)YIO�tl3d ml\WI Yl/�K Q — m> J K ltl9 YRK44 t[OID MCS tlil ml\011 CIOd/OlM N¢ LLI w _ m Q j > w Boe 40L4a f YiulD>�Hu mnun 11/�C m 0 w L w H y`V F J 22 rcoR quo f lual�o ra IGd mgr Mal el/agrolm] _Y g _ a Y F W p - ~uQ Q Qy Qy r OUO vl vl `t ¢ ��L�� ¢ in Q Z O O r amm Smog w• Qa^^ @ N N I I o`0 1•• • log i en a 11000, 00 U\ ¢ H v Q 9 Q O 100 Ft Concealment Tower Structural Analysis July 6, 2023 Project Number 2023777.825717.04, Order 584825, Revision 14 CCI BU No 825717 Page 8 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 CCI Flagpole Tool CROWNS C Site Data �� CASTLE BU#: 825717 Site Name: Mattituck Order#: 584825 Rev.14 Code Code: TIA-222-H Ice Thickness: 1 in SPINE Windspeed(V): 128 mph Ice Wind Speed(V): 50 mph pr�I STIFFENER (TYP) Exposure Category: C FLANGE BOLT HOLES (tYP) Topographic Feature: N/A Risk Category: II rn FLANGE PLATE Tower Information Total Tower Height: 100 ft Base Tower Height: 80 ft FLANGE PLATE Total Canister Length: 20 ft (TYPE 4:SOLIDITY RATIO 0.55) Number of Canister Assembly Sections: 2 Number of Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Ventilated Z Sides Plate Ratio Solidity Vent 1 Assembly Assembly Manufacturer': Plate Plate Weight Weight Number: Length(ft): Diameter(in): Canister: Canister Section iy Thickness Diameter ( P)� (Kip)KiLength(ft): in 3: (in): 1 10 25.625 No Round 4 0.13 24.75 0.55 0.019 0.134 0-0 2 10 26.625 No Round 4 2.50 26.1875 0.55 0.420 0.139 0-0 'Sections are numbered from the top of the tower down 2 Select manufacturer if available for vented canister.Leave blank to autocalculate Cf values. 'Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: No Truck Ball on Tower: No Geometry:Base Tower+Spine 825717.eri (last saved 07/0610:24 am) Bottom Wall Pole Height Above Section Lap Splice Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides Top Diameter(in) (in) (in) Radius(in) Material Delete ASTM AS13 100 20 0 0 6 6 0.5 n/a D.O.M. [x] 80 1 39.25 1 4.25 1 18 26.63 1 32.516 1 0.2188 1 0.8752 A607-65 [x] 45 1 45 1 0 1 18 31.441 1 38.19 1 0.25 1 1 A607-65 A Page 1 of 2 CCIFlagpole Tool(2.3.4) Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF z CFAF z CFAF 1"Ice(ft') CFAF Z CFAF z Assembly weight (ft) No Ice(ft) 1/2"Ice(ft) 2"Ice(ft) 4"Ice(ft) Weight No 1/2"Ice Ice(Kip) Ki Canister Load 1 100 4.805 12.203 12.661 13.578 15.411 0.067 0.147 Canister Load 2 90 9.797 24.865 25.781 1 27.615 31.281 0.156 0.318 Canister Load 3 80 4.992 12.661 13.120 14.036 15.870 0.490 0.573 Deflection Check Required: Yes Import Deflection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection) inches 7.200 1.382 Sufficient 'Relative deflection under service level wind speed Page 2 of 2 CCIFlagpole Tool(2.3.4) Monopole Flange Plate Connection Elevation=80 ft. CROWN CC CASTLE BU# 825717 Applied Loads Site Name Mattituck Moment(kip-ft) 10.54 Order# 584825 Rev.14 Axial Force(kips) 1.57 Shear Force(kips) 0.79 TIA-222 Revision H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-Internal O 0 0 0 ® O ..----- 0 Connection Properties Bolt Data (6)1-1/8"6 bolts(A325 N;Fy=81 ksi,Fu=120 ksi)on 20"BC Top Plate Data Bottom Plate Data 25.75"OD x 2.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 6.125"ID x 2.5"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 6"x 0.5"round pole(ASTM A513 D.O.M.;Fy=75 ksi,Fu=85 ksi) 26.63"x 0.2188"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 3.95 Allowable(kips) 68.67 Stress Rating: 5.5% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 4.1.2 Analysis Date:7/6/2023 Monopole Base Plate Connection CROWN OC CASTLE BU#F 825717 Site Name Mattituck Order# 584825 Rev ] (,,�LQ7 �� Analysis Considerations TIA-222 Revision H Grout Considered: No la,(in)l 2.125 Applied Loadsi Moment(kip-ft) 454.56 Axial Force(kips) 12.91 Shear Force(kips) 8.46 *TIA-222-H Section 15.5 Applied `✓ PropertiesConnection Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44"BC Pu_t=120.61 (�Pn_t=243.75 Stress Rating Vu=2.12 (�Vn=149.1 47.1% Base Plate Data Mu=n/a (�Mn=n/a Pass 43"W x 1.75"Plate(A572-55;Fy=55 ksi,Fu=70 ksi); Clip:6 in Base Plate Summary Stiffener Data Max Stress(ksi): 22.06 (Flexural) N/A Allowable Stress(ksi): 49.5 Stress Rating: 42.4% Pass Pole Data 38.19"x 0.25"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:7/6/2023 N N N N N N N N O- C C C C N H 0 0 .O O 0❑ ❑ 0❑❑ � � � -E E J _ 0 0 0 0 /''� U wJ 3 z m 3 U • O o • s ° m (1) N Q OLo V O N U o 2 • t0 Vr m Y N N Q O o U a C N 0 a) m U Q > a N H > t " o C .� T U fn L yYj G Y QU CO 'O w N E 3 U & u N O (i O c a vY O w a U ° ^ C ; Y E u O � LL C 0 0 0 0 .L" OOOO o O O O O E 2 s � � o � LL C C C C C Q O O O O O O O O O O O O N W N 7 7 in CO O (r> r C O O O O N W N CO o �/1 CO O O O a1 o N l0 co o (� O M o as y V 0 0 0 0 N (fl Lo O N _ O W N c0 co m N 3 m r .. U U r U U o V O LL ^ >Lo Co 00 QL co T . + a o o 0 0 co co co r0 �- �° - - � O Q'15L O '@ .� C C LL Y O. m O_ fO f0 (� O N E z c au v > x E m E y ° v O >' Oi i .�' .X LL p U L O w Ql = a O_ uOmc N E E O OUv O E w i u 2 Uu . o o x °U U NN N QC LL -Q6l C> 0 0 0 C .E Q1 U U (L -01 a C U C U i s O U r IOA N OC CE N *k O O CO (p L2 2 C u r co co O. a y O O Co O � c cv M O co r 00 Q Y $ L (� (o co O co O O r Lo CO (O 7 7 (o W I� � O L r (O V r O o ^, CO L •• aj .y. C a) C w N !q T • L.., .mooN w rp Officill o LL m C N N O I- r N aN O C O d E A N T �-Y Y LL LL a) cc IL o O c Cn H Cn 'U Q O.-- m Z E H Y C9 m O a) fl C 0 G1 m c v v c w o n H <n C) .. Z 3 c > o m a`� aD .L (n � N � o (i (i � � � Q o � � � o m a o U N Cl) V 0 OQ a`m 2 `ma U) } LU U O � � o Lo c 0 .N ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Latitude: 40.991067 No Address at This Location Risk Category: II Longitude: -72.538317 Soil Class: D - Default (see Elevation: 7.64205802669808 ft(NAVD Section 11.4.3) 88) _ � �' •fir �s 1�•~ 40 •13 30• •Qw •s •�.• ���`� /• \�' Yp ) •• fAw is •� n. i Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 98 Vmph 100-year MRI 105 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Jul 06 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:Hasce7hazardtool.onlinel Page 1 of 3 Thu Jul 06 2023 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic D - Default(see Section 11.4.3) Site Soil Class: Results: SS 0.174 Sp, 0.079 S, 0.049 TL 6 Fa 1.6 PGA : 0.094 F„ 2.4 PGA m : 0.151 SMS 0.278 FPGA 1.6 SM1 0.118 le 1 SDS : 0.185 C„ 0.7 Seismic Design Category: B J.JJ MCER Response Spectrum 0.20 Design Response Spectrum 0 0.25 .18 0.16 • 0.20 0.14 0.12 i 0.15 0.10 C-08 0.10 0.06 0.05 0.04 0.02 0 0 0 1 - - 6 7 0 1 - - Sa(g)vs T(s) Sa(g)vs T(s) 0.16 MCER Vertical Response Spectrum 0.11 Design Vertical Response Spectrum 0.14 0.10 � ••••r ••••� • 0 • 0.12 09 0.08 • 0.10 ; • 0.07 • 0.08 •• 0.06 • 0.06 ��• 0.05 •• 0-04 0.04 +••••••�••••••••••• 0.03 •••••••'•�•• 0.02 •• 0.02 •••'•••••a• 0 - t5 2.0 0 C° 1 0 1.5 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Thu Jul 06 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hasce7hazardtooI.onIinel Page 2 of 3 Thu Jul 06 2023 ASCE® AMERICAN SOCIETY OF CIVIL 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: Thu Jul 06 2023 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 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-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 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct, indirect,special, incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https:Hasce7hazardtool.onlinel Page 3 of 3 Thu Jul 06 2023 highlander Consultants, Inc. November 14,2023 Sv�yL Building Department -� Town of Southold RECEIVE PO Box 1179 C, .. ,._...........µ.._.. ..... .,_._..._......., Southold, NY 11971 NOV 2 12023 wtK 1. ..1_0Wi' .,_ Application I Applicant:TM bile Noding permit Plan Northeast LLC(LI13544) n�ng Bawd Cr Premises: Celltower % 21855 County Rd, Cutchogue S CTM#:0100-00-01-00-019-001 Dear Sir/Madam: Enclosed herewith you will find the following in regard to the application for a building permit for T- Mobile upgrade to it's existing telecommunications facility at the above-named site: 1. Application for building permit signed by Crown Castle as they have the power of attorney, attached,from the property owner Arthur V Junge 2. Application for electrical inspection noting the electrician to be determined once building permit issued 3. Check in the amount of$4000 for the technical consultant review 4. Filing fee check in the amount of$375(Accessory:$125; Electrical$150;C0O commercial$100) 5. Certificates of Workers Compensation Insurance, Disability Insurance and Liability Insurance for general contractor, Milicia Electric Corp. 6. Four(4)sets of signed and sealed construction drawings for T-Mobile Please advise when building permit is ready. Thank you for your courtesy and cooperation in this matter. Very truly yours, f 155 Carleton Avenue, East Islip,New York 11730 Telephone: (631) 581-8105 Fax: (631) 581-8205 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt�Ls://w\vw soutlto)dtt! n o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:__--.— NOV 1 7 P023 Applications and forms must be filled out in their entirety.Incomplete Building 0e ar me.nt applications will not be accepted. Where the Applicant is not the owner,an Town of 0LJttJ0,Jd Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Arthur V. Junge and Valerie Lasser SCTM# 1000-096-00-01-00-019-001 Project Address:21855 County Road, Cutchogue Phone#: Email: Mailing Address:6 Tulane Rd, Glen Cove, NY 11542-2010 CONTACT PERSON: Name:Marie Russo/Highlander Consultants Inc. Mailing Address:155 Carleton Ave, East Islip, NY 11730 Phone#:_516-_810_-1117 FE- :rnrussomail@highlanderin,c.com DESIGN PROFESSIONAL INFORMATION: Name:TKK Engineering Mailing Address:6095 Marshalee Dr, Elkridge, MD 21075 Phone#:410-712-7092 Email: CONTRACTOR INFORMATION: Name:Comcell Construction Corp. Mailing Address:1373 Lincoln Ave, Holbrook, NY 11741 Phone#:63_1-654-5915 Email:MikeA@Com-cell.com DESCRIPTION OF PROPOSED CONSTRUCTION E]New Structure ❑Addition *Alteration ❑Repair ®Demolition . ... . .._. .._ X Estimated Cost of Project: EOtherupgrade to cell site per attached plans $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:COmmunicat)ons Intended use of property:communications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes @No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm,water Issues as provided by Chapter 236 of the town Code.APPLICATION IS HEREBY MADE to the Building Department forthe 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,forthe 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 an premises and In buildings)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print name):Marie Russo @Authorized Agent (]Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Marie Russo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent for T-Mobile Northeast LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Arthur V. Junge,by Crown Castle Towers 09 LLC,his attorney-in-fact,by i, jenifer Bachi residing at 909 Cedar Lane,Norristown,PA do hereby authorize Marie Russo to apply on my fi Towyn of Southold Building Department for approval as described herein. (77 11/6/23 Own gnature Date Arthur V. Junge,by Crown Castle Towers 09 LLC,his attorney-in-fact,by Jenifer Bachi, Site Acquisition Specia ist Print Owner's Name 2 PROPERTY INFORMATION Existing use of property:COmmuni.catlo.ns. Intended use of property:communications Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this properrty? ❑Yes WNo IF YES, PROVIDE A COPY. .11_ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of-tire Town Code,APPl1CATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other appllcable Laws,Ordinances or Regulations,for the co>iitruction of buildings, additions,o terations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code housing code-and regulatlons and to admit authorized Inspectors an ptemlses and in bulkfingl'sI for necessary Inspections.False statements made herein am punishable as a Class A misdemeanor pursuant to Section 210AS of the New York Stag Penal Lew. Application Submitted By(print name):Marie Russo @Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Marie Russo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, II LC (S)he is the n r T-M01i f O t L� (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith, .f Sworn before me this � day of 20r ' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) KIM COL6N Notary Public, State of New York No 01 COfs034 x ay. S S r�r�i� C, ,.; A"s;on 1, 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 P GRANT OF EASEMENT THIS GRANT OF EASEMENT (the "Easement") is rnae effective thisIDT day of 2013,. by and. between ARTHUR V. JUl�1GE�"Grantor"), and CROWN CASTLE TOWERS 09 LLC,a Delaware limited liability company("Grantee"). 1. Description of r n Ltsor'l'f'Po a Grantor as he ne old that cet�ain�and�`and premises in Cutchogue, County of Suffolk, State of New York, by grant or conveyance described in the Suffolk County Clerk's Office ("Clerk's Office") in Liber 10321, Page 162. The description of said property is attached hereto as ambit-�A"(hereinafter"Grantor's Property„) 2. l0 scri tin of EasemMi For good and valuable consideration, the sufficiency of which the parties hereby acknowledge, Grantor grants and conveys unto Grantee, its successors and assigns, forever, an exclusive, perpetual easement for the use of a portion of Grantor's Pxoperty, that portion being shown as the "Tower Easement" in the survey attached hereto as Exhibit "B" and described as the "Tower Easement" by metes and bounds in ;Eh (`C" attached hereto (the "Easement Area"). The Easement Area shall also include (a)a perpetual right-of-way for ingress and egress, seven days per week,twenty-four hours per day, on foot or motor vehicle, including trucks, along a twenty foot wide right-of-way together with the right to install, replace and maintain above and below ground utility wires, poles, cables, fiber, conduit and pipes as more fully shown as the "20' Access Easement" on i i " and described as the "20 Foot Wide Access Easement"on Exhihit"C"(the"Access Easement"), together with an exclusive, perpetual right-of-way for the installation, replacement, and maintenance of utility wires, poles, cables, conduits and pipes, in that location more particularly shown as the "Utility Easement"in the survey attached hereto as h" i "B" and described as the "Utility Easement" by metes and bounds in Exhi it ` "; (b)any portion of Grantor's Property on which communications facilities exist on the date of this Easement (even if not described in the Lease Agreement as that term is defined in Section 3 of this Easement). In the event Grantee or any public utility is unable or unwilling to use the easements described in subsection (a)above, Grantor hereby agrees to grant an additional right-of-way, in form satisfactory to Grantee, to Grantee or at Grantee's request,directly to a public utility,at no cost and in a location acceptable to Grantee. 3. Assi nm rtt gf hgase Amement. The parties hereby acknowledge (a) that certain Option and Lease Agreement dated June 3, 1991, by and between New York SMSA Limited Partnership, as lessee, and Grantor, as lessor, as amended by that Amendment to Lease Agreement dated July 12, 2005, a memorandum of which is recorded in Liber D00012412 Page 954 in the Clerk's Office; (b) that certain Site Lease with. Option dated August 2, 2002, by and *Is�er1'I321 between Grantor, as lessor, and Omnipoint Facilities Network 2, LLC, by Omnipoint ,' , Communications, Inc.; (c)that certain N.Y. Land Lease Agreement dated November 29, 2004, by and between Grantor, as lessor, and Cellular Telephone Company d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, as lessee; and (d) that certain Communications Site Lease Agreement between MetroPCS New York, LLC, as lessee, and Grantor, as lessor, last executed on July 16, 2009 (each a "Lease Agreement" and collectively, the "Lease Agreements"), each said Lease Agreement being attached hereto as E hi it""L)". The lessees under the Lease Agreements are hereinafter referred to individually as "Lessee" and collectively as the "Lessees". As used herein, the term "Lease NY Cutchogue BU 806579 2 Agreement" or "Lease Agreements" shall include any amendments or addendums to said agreements. Simultaneously with entering into this Grant of Basement, Grantor and Grantee are entering into separate assignment agreements to be recorded in the Registry by which Grantor shall assign all of its right, title and interest in the Lease Agreements to Grantee (the "Assignment"). Grantor warrants that Grantor has delivered to Grantee true and correct copies of the Lease Agreements. To Grantor's best knowledge, no party to the Lease Agreements has breached or is in default of its obligations under the Lease Agreements and no party has requested or discussed a modification of the Lease Agreements (including a reduction in rent) or termination now or in the future, 4. Grantor's Qblinti2nj With lges ect to the Lease Agreements. From and after the date hereof and continuing until this Easement is terminated (if ever), Grantor shall not,other than to the extent required herein or requested in writing by Grantee,exercise or enjoy any of the rights or remedies of the lessor under the Lease Agreements. Grantor shall notify Grantee in writing within five (5) calendar days of Grantor's receipt of any payment in respect of rent, income, charges, interest, penalties, fees and other revenue payable by the Lessees, and Grantor shall forward such payment to Grantee within said five(5) day period. In the event that Grantor fails to forward to Grantee any payment as provided hereunder, Grantee shall have the right to collect such payment from Grantor together with interest on such payment at the greater of the (i)the rate provided by statute where the Easement is located or (ii) 12%per annum (calculated from the date five(5)days after Grantor receives such payment until Grantor pays such sums due to Grantee) and shall have a lien against Grantor's Property with respect thereto. Grantor shall, however, continue to pay, perform, and otherwise discharge all obligations and liabilities of the lessor under the Lease Agreements with respect to Grantor's Property, whether arising prior to, on, or after the date hereof. Without limiting the generality of the foregoing, Grantor shall: (a)fully, faithfully and timely perform all covenants to be performed by the Grantor under the Lease Agreements; (b)promptly pay all mortgages, loans, liens, judgments and all real estate, personal income and other taxes that may become due with respect to Grantor's Property; (c)promptly execute, without any additional consideration, all letters of authorizations, permits, applications or other documents required for Grantee to fully enjoy the Easement or the Lease Agreements; (d)not suffer or allow any breach, default or event of default by the Grantor to occur under the Lease Agreements; and (e)not take any action for the purpose of, or with the effect of, inducing or causing the Lessees not to exercise a right to renew or extend the Lease Agreements. Failure to comply, in whole or in part with this Section shall constitute a default by Grantor of the terms hereof and entitle Grantee to the remedies provided in Section 15 of this q Easement. 5. Permitted Uses. The Easement Area shall be used for constructing, maintaining and operating communications facilities and energy generation facilities for energy to be used on and off the Easement Area, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto including those necessary for Grantee's compliance with its obligations under the Lease Agreements (the "Pemutted Use"). No facilities or structures installed or constructed on the Easement Area by Grantee shall constitute a fixture, but shall remain the personal property of Grantee. Grantor acknowledges that Grantor has no right to object to or approve any improvements to be constructed on the Easement Area. If requested by Grantee, Grantor will execute, at Grantee's sole cost and expense, all documents required by any governmental NY Cutchogue SU 806579 3 0 authority in connection with any development of, or construction on, the Easement Area, including documents necessary to petition the appropriate public bodies for certificates, permits, licenses and other approvals deemed necessary by Grantee in Grantee's absolute discretion to utilize the Easement Area for the Permitted Use. Grantor agrees to be named applicant if requested by Grantee. In ftrthcralnce of the foregoin&Grantor hereby,y appoints Grantee as Grantor's ai(to -In-fact to'execute all land use applications, permits,its licenses and ether approvals on Grantor's behalf. Grantor shall be entitled to no further consideration with respect to any of the foregoing matters. Grantor shall take no action that would adversely affect the status of the Easement Area with respect to the Permitted Use. 6. Perpetual F serzment. This Easement and Grantee's rights and privileges hereunder shall be perpetual and may be terminated only as provided for herein. 7. Purchase Price ;Mawr► Payment and Installment Pa meats. The purchase price for the rights and interest granted to Grantee pursuant to this Easement is One Million Eight Hundred Seventy Thousand Dollars ($1,870,004.00) ("Purchase Price"). Upon full execution of this Easement by both parties, Grantee shall pay a down payment on the Purchase Price in the amount set forth in .,xhibt"E" attached hereto (the "Down Payment"). Thereafter, Grantee shall pay the remainder of the Purchase Price in monthly installment payments (each an "Installment Payment"). The due dates, amounts, and number of Installment Payments are set forth in the payment schedule in E�chi it ""E'"". Grantee shall have the right to pay off the n remaining balance of the Purchase Price(the"Payoff Amount")at any time,without premium or w penalty, in accordance with the payment schedule in Exhibit "E", and upon payment of the Payoff Amount, no further Installment Payments shall be due to Grantor. Grantor and Grantee agree that all rights granted to Grantee in this Easement shall be fully vested in Grantee upon full execution of this Easement by both parties even though the Purchase Price will be paid in installments. 8. Grantee's Right t2 3 erminate. Grantee shall have the unilateral right, but not the obligation, to terminate this Easement for any reason. Upon termination of this Easement, (i)if the Lease Agreements are then in effect, the rights and obligations as lessor under the Lease Agreements shall revert to Grantor, (ii)'Grantor may retain the Down Payment and any Installment Payments paid to Grantor prior to such termination, (iii) Grantee shall be relieved of any obligation to pay the remaining balance of the Purchase Price, and Grantee shall not owe any Installment Payments due after the date of termination, and (iv)the parties shall have no further obligations to each other;provided,however, that if Grantee installed any buildings, structures or equipment upon the Easement Area, Grantee shall, within a reasonable time, remove all of its building(s),tower and above ground property and restore the surface of the Easement Area to its original condition prior to any such installment, reasonable wear and tear excepted. Any buildings, structures or equipment installed or constructed upon the Easement Area by Lessees, or those holding by, through and under Lessees, shall be subject to the terms and conditions of the Lease Agreements. Said termination shall be effective upon Grantee providing written notice of termination to Grantor. 9. Hazardous Materials. NY Cutchogue BU 806579 4 IN WITNESS WHEREOF, Grantor and Grantee,having read the foregoing and intending to be legally bound hereby, have executed this Grant of Easement as of the day and year first written above. GRANTOR: SEAL Arthur V. Junge STATE OF ) )ss.: COUNTY OF -2 ) On the sk!�day of in the year 2413, before me, the undersigned, a Notary Public in and for said State, personally appeared Arthur V. Junge, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me that be/she executed the same in his/her capacity, and that by his/her signature on the Grant of Easement, the individual, or the person upon behalf of which the individual acted,executed the instrument. By: 1 print Name: Notary Public My Commission Expires: [affix notary stamp or seal] 1 t tit, z 0100. e �NGt� It fill NY Cutchogue BU 806579 13 IN WITNESS WHEREOF, Grantor and Grantee, having read the foregoing and intending to be legally bound hereby,have executed this Grant of Easement as of the day and year first written above. GRANTEE: Crown Castle Towers 49 LLC, a I)elaw limited liability company By; . SEAL) Print Name: -RUht HM Title: VYP STATE OF -DE (&S �1 ) SS' COUNTY OF On the day of IME- in the year 2013 before me,the undersigned, personally appeared [name], personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within Grant of Easement and acknowledged to me that she/he executed the same in her/his capacity as V (title] of Crown Castle Towers 09 LLC, a Delaware limited liability company, and that by his/her signature on the Grant of Easement, the individual, or the person upon behalf of which the individual acted, executed the Grant of ase ent. By: Print Name: IAA Title: ' My Commission Expires: 3 , [affix notary stamp or seal] ".« . KELSER RONNETTE MM4llER *` Notary Public,state of Texas my Commission Expires March 25,2014 'YRpfi M5'� Y NY Cutchogue BU 806579 14 NYSIFPO Box 66699,Albany,NY 12206 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 270807207 MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108505-5 493165 08/02/2023 TO 08/02/2024 07/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS-1~.NYS1F.00M10ERT1 CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE:` TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT„ THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND„EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND !/L DIRECTOR,I 'SURANCE FUND UNDERWRITING VALIDATION NUMBER: 3409714 I il00{0�I00000I0000{11727 2 1T27282jj j j Fonio WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-21085055] U-26.3 245 [00000000000117272382][OOoI-0000210&5055][##I][16178-033[CerLNoP-MT_1](01-00001] COMCCON-01 CERTIFICATE OF LIABILITY INSURANCE EDAT;E;;(=D;�M_ /02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on LNcense#BR.-870302 orsemellt s PRODUCER jarCT t3arleen Asl�Irlls,Ext.161 .,... �.. this certificatedoes not Confer ri tits to the Certificate holder In lieu of such en Millennium Alliance Group,LLC PHONE OAX 634 Broadhollow Rd. ... _ 681342 ._. Ste.103 a 516 6 840nsttsanCe Corn . C Nk, Aslarlis �e .._� Melville,NY 11747 __...._. _ lipRN A, nl c ? !�... _...._ . ACIf �I�suw� ,Am�r�carr arrp�r+�fi�urpil.16 I.� ��x InL/rnC� ._ 3317 ._._...._. INSURED Ibsltikflt :lilrIr1f ,PCII"pI ,CNftLNtlitrCAt1lliity., 1 ) _,,.,.._ Comcell Construction Corp inasarRlyar. �µUl,,NrldeNtCl(ty.(r1SiC1C+Ij..fattkjKW 4814- ...,.._,. 1373 Lincoln Avenue INsuI Etc a t r rta rmla lty 8c LI 4a,C ca M. .3431 .. .._.. Holbrook,NY 11741 INSURER.F: �— C VE EViSION11B THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CLAIMS. AC4 k USIR NSAND TYPE OF INSURANCE OF SUCH LIMITS S DDL POLtcY NAY HAVE � YF P CEXP 'ihioSi.IRANCE I POLICIES. E BEEN „, ... . LIMITS UMBER POLICY ,0tI0,1)00 X COMMERCIAL CLAIMS-MADE N vftA C RENTcO,tl 0 RAL LIABILITY H RRENC O I9 X�occuR P X NIP SCF PL73784302 � 718/2023 7/812024 AMAt�E T F3 E1u klrl�I ) t... (Any ausu,pasu rour) . ... . ....... ... ......._M. .... I 1,000,000 ,ENI AOCrR l4.. ..._M._ _ _........ „ ,0C10,000 Wsriaal �ra ;An. ":.. 000 000 Fj� LIRRMaaIT APPLIES PER ` i 2 POLICY THER k.„ JECT ❑ LOC POLICY AGGREGAT 5,000„-000 AUTOMOBILE 11I u . � � 1 f�. ,fid '41S SINGLE LIMED IT 1,000,000 X ANY AUTO CAPI052866 ( 718/2023 718/2024 Y sogD Ry ipc+r,�k�a> LIABILITY OWNED I SCHEDULED .AUTOS ONLY _„ AUTOSr` 4'PhR AMAC,roC , .. MR�OppS ONLY .. A IJN�N �i m._ ._.... _.. .. ...._ ..._...._.... X C EXCESS LIAR X OCCURAt H OCCtJRRNCE % , 000,00 0 UMBRELLA LIAB CLAIMS MADE INHA103482 7!8!2023 7/8!2024 �.�+ qS iF _. ......._ 2, ANS DERDS, I RETENTION i ---• 000 `Q' P 'R 'OTH• AAAPLOMERS' Ai INERdEXt �... C EAgF Aimff W_ . ,. CCIMPENSATi N I I „ � A"iE I �_E9 ABt TY _ FIE P� �CLUDfi � p L o� �E FA l!1PLq'� pl y�r cxYlsm crnad r iEl, 6 EF S P ICY IMYT ES IPTdOBD OF P 1tATI S kuml w + j1tExcass Liab. 1367783 7/812023 7/812024 Per Occ/Per Agg 3»000,000 E Excess Llab. ,NY23EXCZIEF991V 718/2023 7/8/2024 Per Occ/Per Agg 5,000,000 1 DESCRIPTION OF OPERAMONS I LOCATIONS t VEHICLES �ACORD 101,Add4lk nal Rsurusrks Sehsd!ubs may be alts hed If More s,Psxka[s roqulmd'i Equipment Floater-Hartford Ins,Co.,Policy#12MSJE3032 9114122-9/14123$250,060 limit for teased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJF-3032 9114122-9114123$1,000,000 limit. Pollution Liability-Markel Insurance Co.-Policy#MKLC1 ENVIO0572 2/1712023-211712024 $1,000,000 Condition Limit/2,000,000 Agg.Limit. Town of Southold,53095 Route 25,Southold,NY 11971 Is included as an additional insured as required by written contract. CERTIFICATE H 'O R LLAT N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD f BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r ,qr.ri hert o to ws°'.southold,l .us APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY: Highlander Consultants Inc. Date: November 8,2023 Company Name: Electrician TBo _ .. _.a _._ �.. -..-.. . Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Arthur V Junge&Valerie Lasser(property owners) Applicant:T-Mobile Northeast LLC Address: 21855 County Rd, Cutchogue Cross Street: Phone No.: _mm Bldg.Permit#: .. .. email: Tax Map District: 1000 Section: 96 Block: 1 Lot: 19.1 BRIEF DESCRIPTION OF WORK(Please Print Clearly) rade to exist! I telecommunications s te. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# _ New Service - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ._' mm �.............� �� PAYMENT DUE WITH APPLICATION � _.. . .. .... .� ... � 82-Request for Inspection Form.xis OFFICE LOCATION: MAILING ADDRESS Town Hall Annex 54375 State Route 25P.O. Box 1179 (cor. Main Rd.&Youngs Ave.) Southold,NY 11971 Southold, Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: November 21, 2023 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. �_..................gpPIicant/.�P.roj�eC�t.........__.�m... .........��,�m_..v...vw.v_tim._v_. ...._........_w...,...,_......_.....�....._.._..__................................_...... �....w_ Tax Ma # Amount Check .M......... Map Date/No. Name Type _ .. _wwww...�.._ ...._......_www__ ... .. ..._........._..... ......�___...�_.._.. ......._.. _w.__w........................ .. .. .._ ... T-Mobile Wireless Upgrades at 96.-1-19.1 $4,000.00 11/14/23 -1#7782 ...�w. Junge Highlander Consultants Highlander Consultants Inc. PEOPLES UNITED BANK, NA 7782 155 Carleton Avenue 3880 Veterans Memorial Highway East Islip, NY 11730 Bohemia, NY 11716 50-5461214 PAY ,. .„�'. TO THE C„ DOLLARS Ali rC8ft1ELt SIGNATURE co U-1 n) r, (L~ ri: m _ cn --- CD DJ Z, CYJ CD rC ID r C a O0co N cr% .... ....,�. ._. __._. r M may,UCr §"' .. Q oo @ O `'i UD t A C/9 r. r; Q r . P_... Q`• C't _ n O r — _ CD N _..__..w._.................w_ ..._M N C CD p W C� r' CD r C (lZ7 ... P'? Cr t b' _ n r _ CD Ca r ra C C. IQ O _ r w 1 0 - 1 ... TOWN OF SOUTHOLD Purchase Order# __.... ......_ .. 1 .. _.�... .... ."..w_ww .._ww_..... Date _ .t�• ............__...._..... �._. .._._.... .. _.._. .......... r �y Account # 0 V Deliver and send filling to: Vendor � � .� Department �U�" Aksv': So 1 of © `C-D LU iU :,'"�"" &G VS w: ..�1-p Address PLJT\JIIUC-� fJC() 1, , C c),, VENDOR„ **Return this copy and Town of Southold voucher itemized and signed for payment' ITEM QUANTITY DESCRIPTION UNIT COST TOTAL WIfLEA-CSS NJ j7k N. S 32_.ViC�5 . -Low `1=K-A UP>k L-]F— v n(� rA-DO-5 SLR Ot(�O— THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR 6 I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APIR PRIATION CHARC . Dept. I CERTIFY THIS TO BE A JUST AND TRUE R "HASE ORDER Supervisor r 111 togConsulting invoice N Date Invoice# 2423 S.Orange Ave.#317 , Orlando,FL 32806 10/18/2024 5732 Bill To Town of Southold Attn: Planning P.O. Box 1179 Southold, NY 11971 Project/Contract Review Type Reviews Southold NY COLO/MOD Site Reference# Site Address VZW OUR LADY OF GRACE ETTRICK&ORIENTAL Description Amount Site Application Review and Analysis-VZW (OUR LADY OF GRACE) 4,000,00 SITE APPLICATION SUBMITTED BY VERIZON WIRELESS TO MODIFY AND UPGRADE EQUIPMENT ON EXISTING BASE STATION; LOCATED AT ETTRICK&ORIENTAL AVENUES, FISHERS ISLAND, NY Review completed 2.29.2024 SCTM#1000-9-7-11.1 PURCHASE ORDER#38396 (WO 2005) Please make check payable to: CITYSCAPE CONSULTANTS,INC. Thank you for your business. Total $4,000.00 If you have questions pertaining to this invoice,please call Kay Miles at 877-438-2851. Contact admin@cityscapegov.com should you have questions or require additional information. Thank you. 2423 S.Orange Ave.,#317,Orlando,FL 32806 Tel: 877438-2851 Fax:877-2204593 TOWN OF SOUTHOLD Purchase Order# Date - Account# . . ..._ ,. F eliver and send billing to'.. Ve doer Department Address VENDOR "'Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL 1. we u THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURE S OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE DEPARTMENT'S CERTIFICATION OF GOODS OR SERVICES SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGED I certify that the goods or services were received by,this Department and all exceptions duly noted. ....,..W . ....�,.._._......... ....... .� ..y�r. ,Y� �; a.m._ Dept. Head fit , I CERTIFY THIS TO BE A JUST Signed Title AND TRUE PURCHASE ORDER . Date Supervisor C EPAF WENT BILLING COPY Work order 2423 S. "ri e Avenue Orlando, FL 32806 Date W.O. No. 11/28/2023 2004 WORK ORDER FOR, Town of Southold Attn: Planning p.0. Box 1179 Southold, NY 11971 P.O. No. SITE REF T$D TMO L1031 10A Description Rate WORK ORDER/LETTER OF AGREEMENTo Re: Agreement between Town of 4,000.00 Southold, NY(Town)and Cityscape Consultants, Inc. (Consultant) As per the ,above referenced agreement between Town and Consultant, Consultant agrees to provide a review analysis for Site Reference Application for T-Mobile to modify equilpm6,nt on facility located at 21855 Country Road SCTM#1000-96.-1-19.1 CityScape Contact:Elizabeth Herington-Smith, Engineering Manager- Elizabeth@CityScapeGov.com F OFFICE LOCATION: J, Town Hall Annex MAILING ADDRESS 54375 State Route 25 �d P.O. Box 1179 (cor. Main Rd.&Youngs Ave.) Southold,NY 11971 Southold, Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From., Planning Department Date: November 21, 2023 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below, Please deposit into B691 Deferred Revenue Account. Thank you. i. ._ A ..._IicantlPro'ect.._ - _ "'M"_.�... _. .. ...."""' m,- . ..._._ _ ._�._ .. � ..._ o" —. . . pp � � Tax Ma # Amount � Check Date/1Vo. � WireleNamess T.Y.Pe_-. T-MobileUpgrades �.... ._........_. s.�._�..... _..... _...M M...�._ .._._ ............. ..._.._ ireless U rades at , 96.-1 19.1 $4,000 � 11 hl123 - P9 ,00 i 11/14/23 -#7782 Junge g Consultants f r 1 Highlander Consultants Inc. PEOPLES UNITED BANK, NA 778 155 Carleton Avenue 38 veterans MernorW Highway East 'Islip, ICY 11730 Bohemia, RAY 11716 W iW2C4 PAY TO THE ORDEROF7 L DOLLARS d AUVAORIZED SIGNATURE f TOWN O "' SOUTOLD x,6tD�ef k r Purchase Order# 3 7 Q2 y Date Account# Deliver and send �billing to: vendor � 9� t �" 9 .Department ` w z , Address ' VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL i m ..°v d THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGED f Dept. Head i I r ' r 1 r w" w 7 Po' u✓� ' i °n'V 'wr fr /fi 1�f J 1y f ? F,, a ummc«wmnu. v„m,.. n. L kf I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER Supervisor� DEPARTMENT COPY . .Mobile. . _.. - - le 4 SYINAN WAY P i .� PARMPNY.NE 071)54 a Mob I* cl in 11 T-MOBILE SITE NUMBER:LI13544A BUSINESS UNIT #:806579 Planning Board CROWN T-MOBILE SITE NAME: CUTCHOGUE SITE ADDRESS: CUTCHOGUE,NY1193 CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK TOWER HEIGHT: 108'-6" JURISDICTION: SUFFOLK COUNTY _ TOTALLY COMMITTER T— T-MOBILE T-MOBILE ANCHOR SITE CONFIGURATION: 67E5D998E 6160 SITE INFORMATION DRAWING INDEX LOCATION MAP CROWNCASI3TUSALNC. NY CUTCHOGUE 9581&3 SHEET# I SHEET DESCRIPTION SITE NAME: ' .- - T-MOBILE SITE NUIYIBER: SITE ADDRESS: 21855 COUNTRY ROADT-1 ;TITLE SHEET' ----.. LI13544A CLTCHOGUE.NY 11935 T-2 GENERiL NOTES COUNTY: MTFO— C-U1 OtEuSULSITEPEAN BU#:806579 MAPrPARCEL. Eta'09600PRI OIIIXII C-1 IS ,SITE PLAN&ENLARGED SITE PLAN AREA CT CONSTRUCTION: ESISTL\c NY CUTCHOGUE 958280 LATITUDE: 41'1'46.5?" C-2 'FINAL ELES'AHON&.a>TENNA ALAN& = LONGITUDE- =..29'1029" C-3 i ANTENNA I C IE SCHEDULE 21855 COUNTRY ROAD 1-NT/LONG TYPE: NAD83 C-0 =PLIRIING DIAGRAM CUTCHOGUE,NY 11935 GROUND F.I.EV-SZON: 52S ITt' C-j 'CABLNET SPE(�'S CURRENT ZONING: INDUSTRIAL Cfi MU IPmFNT SPECS JURISDICTION: S_UFFOLKCOLh'TY" EXISTING 108'-6"MONOPOLE OCCUPANCY CLASSJEIC.iTION.V t}1 ;ACPANEL SCHEDULES&ONE LINE DIAGMAI TYP OF CONSTRUCTION: IIB G-1 ANTENNA GROUNDING DIAS RAM A.D.ACOMPIJY,CE- FACILITY IS UNMANNEDAND NOT FOR G-2 .GROUNDLNG DETAILS HUMAN HABITA=N ---- G-3 GROUNDING DETAILS ISSUED FO$ PROPERTY ORtiER ARTHUR?UNGF,VALERIE[.ASSER ---- -- -- -- TBD n+'rc oau� oFsc eros neS:G- TBD - _� eC TOWER OWNER: CROIYNCAST[}! 2WO CORPORi11:DR NT - CANONSBURG,PA 13311 .._ ..... _-.._. CARRIER;.\PPLICANT: T MOBILE AiZ DRA\VTNGS CON'T'AINf D HERELN ARE PORNLATTED FOR NO SCALE 4 SYLVAN WAY X'd CONTRACTOR SHALL.\-ERIFY ALL PLANS AND EXISTING PARL\IENSIONS A\D CONDITIONS ON THE']OB SITE A SIPPANY,N]0'-054 DNO SHALL. (� (('• p'� APPROVALS IMMEDIATELY NOTIFY THE ENGINEER I�NWRRTNG OF ANY APPLICABLE a..ODESf REFERENCE APPROVALS F1.ECTRICPROVIDER: LO NG ISLAND POLY'ER AU`FHORTIY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR 03 75;-6(IN BE RESPONSIBLEFORSAME, DOCUMENTS TELCO PROVIDER: k`ERiZON -_ APPROkALSIGNATURE DATE 877-72€6101 PROJECT DESCRIPTION All WORK IHALLB-.PERFORMEDkND MAIBRIALS INSTALLED IN ACCORDANCE (� (, WTt2�{TL-EECURRE\T EDI'ITONS OF THE FOLLOWING CODES.&.DOPIED BY PROPERTY OIY'tiER ORRE^_ PROJECT TEAM THE I-OCALGOCEPNING AUTHORITIES.NOTHING IN THESEPLANSISTO BE TEEPURPOSl OFTHISPROIT.CTISTOENHANCE COI.,&TAI,-E.DTOPFRIIT\4'ORKNOTCONFORNfIN'GTOTHESLCODES: BROADB.ANDCONNECIIFIT}.9NDCIPACITYTOTHII CODEnTE CODE LLND USE P1,ANNER -- - FX.STINGLLIGEBLEWIRP,i E:.SFACLITY, BUILDING 2120 IBC .gam A&E FINAL 2010CRO CORPOR TE'DR ILtC. 2d`41 CORPORATE 15317 TOWER K.OFc OF lY`pAti V4 CNAIICAL 21-20I E T-MOBIli_ ELECTTiJC1U. 2<3PP SeEC CANONSBURG.PA 153t i •REMOV L r ANTENNAS CRO\Y".9AF...APPROY'Af.r_a'CROIYtiCTST1.i:G0*. •REMOVE I3;TMA) OPERATIONS •REMOVE 2;HYBRID GABLES CRO I""N CASTLE 12(!0 MACARTHUR BL\TT,SUITE?200 •INSTALL1,6?ANTENNAS RITFRI NICE DOCUMENTS: USA Fc.DISTRICT MAHWAH,N]0.430 - •IN,T MI ',SRRH, STRUCTURALAN k1l YSIS BY"OTHERS CONL9CIS: •INST.ALL(3i t-Sj 8'HYBRID CABLES DATED: NEl WORK GROUND SCOPE OFWORLC MOUN T ANAANSIS: TRYLON PETER ANGELO LUDAS.P.E. TBD-FRO)ECT.1L9.\AGER DATED: G_,:^1/2 STATE OF NEW YORK TBD • REMOVE �EXISTING EQUIPMEM1T CABINETS BACIHIAL.� PRCFESSICNAL ENGINEER •REMOVE fe E1S74'v`G RRHsREDS BEVISTON. 5 LICENSE#034478 IIEMOVE1} T F FX S-DNG D'lCY'_ DATED. 0;'11'2* FB D-CONST'R=ON MANAGER \STAT1 ill B 160 B.S` RY CABIN E,T CONSTRUCTIONKANAGER TBD :_NS"TAI L(1)6110EQLIPMEN I CABINET ORDER ZI} 6)6006 •]NS"TALL ii}RBS6 m R.R7S10N: 0 .INSTALL11 RP 6G>i L - - c=A LC3\SLCnrvuc;Gi EL�il�\ TNT PARf'"FS:lBOV`E HF RLBY.APPRO\ki ANDA CFPI THESE DOCUMENT \OTE: AND AL HORIZE THE CON'TRACT'OR TO PROCEED WITH THE SHEET N[',\&HEA REFICIQN: .�-�CAl L l -JNF Gift ��'' ,£. 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SFIEET W6tSBEIC REVISIQN: GR ND BAR AL C DFTA[- ��^Tr NSI G J NG GROUND DETAIL + i 7 C (` CCA. \�t/S..>i_�E'\n_Tv SG�.LE — �,jDC.i_ NOT TO _CY_E =, SCAGE:N_ .� SCALE -_-- -_-- --.. • 11MIT . . ole. . . 4 SYLVAN WAY PARSIPPANY,NJ 07054 T-MOBILE SITE NUMBER:LI13411B BUSINESS UNIT #:825717r CROWN 12585 SOUND AVE CASTLE T-MOBILE SITE NAME: MATTITUCK SITE ADDRESS: MATTITUCK,NY 11952 1200 MACARTHUR BLVD,SUITE 200 SITE TYPE: MONOPOLE COUNTY: SUFFOLK COUNTY MAHWAH,NJ 07430 TOWER HEIGHT: 100'-0" J URISDICTION: SHELTER ISLAND FP T-MOBILE ANCHOR SITE CONFIGURATION: 67G5C998G 6160 FRENCH&PARRELLO 1800 Fouts 34,Suite 101•Wall,New Jersey 07719 o:732.312.98 F 732.312.9901 SITE INFORMATION DRAWING INDEX LOCATION MAP CROWN CASTLE USA INC. MATTITUCK SHEET# SHEET DESCRIPTION T ''J*11-1 T-MOBILE SITE NUMBER: SITE NAME: , LI13411B SITE ADDRESS: 12585 SOUND AVE T-1 TITLE SHEET _ MATTITUCK,NY 11952 T-2 GENERAL NOTES BU#:825717 COUNTY: SUFFOLK COUNTY C-1 SITE PLAN&ENLARGED SITE PLAN MATTITUCK MAP/PARCEL#: 100014100030003800117.94" C-2 FINAL ELEVATION&ANTENNA PLANS AREA OF CONSTRUCTION: EXISTING LATITUDE: 400 59'27.84" C-3 ANTENNA&CABLE SCHEDULE 1 ,S ° c-4 PLUMBING DIAGRAM 12585 SOUND AVE LONGITUDE: -72 32 17.94 MATTITUCK,NY 11952 LAT/LONG TYPE: NAD83 C-5 EQUIPMENT SPECS Mal GROUND ELEVATION: TBD FT E-1 AC PANEL SCHEDULES&ONE LINE DIAGRAM ' CURRENT ZONING: ---- Town ••' Southol�. EXISTING 100'-0"MONOPOLE JURISDICTION: SHELTER ISLAND G-1 ANTENNA GROUNDING DIAGRAM , OCCUPANCY CLASSIFICATION: U G-2 GROUNDING DETAILS 3B u G'k • TYPE OF CONSTRUCTION: IIB G-3 GROUNDING DETAILS 10 Power . s �N Milan' A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR tiPlus Mattituck HUMAN HABITATIONEpic Nail S.i.' PROPERTY OWNER: TBD TBD �t, OWNER: ISSUED FOR: CITY,STATE ZIP REV DATE DRN&N DESCRIPTION DFS./Q TOWER OWNER: CROWN CASTLE �'� �.K A 09/23/21 K.A.C. PRELIMINARY P.J.T. 2000 CORPORATE DRIVE ,. - '' +. •°• •• B 07/10/23 I.S.S. REVISED PER RPDS P.J.T. CONINIENT CANONSBURG,PA 15317 RF\rISFD PFR CARRIER/APPLICANT: T-MOBILE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR •••- c 0;/Ia/23 Iz.s.s. I.J•T. 475 VIRGINIA DR. 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL NO SCALE FORT WASHINGTON,PA 19034 IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY ELECTRIC PROVIDER: LONG ISLAND POWER AUTHORITY DISCREPANCIES BEFORE PROCEEDING Vv'ITH THE WORD OR TBD BE RESPONSIBLE FOR SAME. APPLICABLE CODES/REFERENCE APPROVALS JS TELCO PROVIDER: VERIZON WIRELESS DOCUMENTS 11 111 1 TBD PROJECT DESCRIPTION APPROVAL SIGNATURE DATE JOB NO.: 2438.6867 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE THE PURPOSE OF THIS PROJECT IS TO ENHANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PROPERTY ONX/NER OR REP. PROJECT TEAM BROADBAND CONNECTIVITY AND CAPACITY TO THE THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE EXISTING ELIGIBLE WIRELESS FACILITY. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: LAND USE PLANNER CODE,TYPE, CODE, A&E FIRM: CROWN CASTLE USA INC. TOWER SCOPE OF WORK: BUILDING 2018 IBC 2000 CORPORATE DRIVE •REMOVE(6)TMAs MECHANICAL 2018 IMC T-MOBILE CANONSBURG,PA 15317 •INSTALL(3)BIASTs ELECTRICAL 2017 NEC of NEW CROW NAE.APPROVAL@CRO`O'N CASTLE.COM OPERATIONS GROUND SCOPE OF WORK: CO •UPGRADE BTS CABINET BREAKER REFERENCE DOCUMENTS: CROWN CASTLE 1200 NIACARTHUR BLVD,SUITE 200 •REMOVE(2)EQUIPMENT CABINETS RF USA INC.DISTRICT MAHWAH,NJ 07430 •REMOVE(3)RRUs STRUCTURAL ANALYSIS: BY OTHERS CONTACTS: •REMOVE(1)5216 DATED: NETWORK �- •INSTALL(1)EQUIPMENT CABINET MOUNT ANALYSIS: BY OTHERS _ TBD-PROJECT MANAGER •INSTALL(1)BATTERY CABINET DATED: TBD •INSTALL(3)DIPLEXERS BACKHAUL •INSTALL(1)BB RP6651 FOR L2500/NR2500 AC ELECTRICAL POWER DESIGN: BY OTHERS O TBD-CONSTRUCTION MANAGER •INSTALL(1)BB RP6651 FOR L2100/L1900/N1900 DATED: CONSTRUCTION MANAGER 96 v TBD •INSTALL(1)IXRe ROUTER REDS REVISION: 7 FESS1 N DATED: 05/17/23 PETERJ.TARDY,PE IC.NO.079612 ORDER ID: 584825 IT IS A VIOLATION OF LAW FOR ANY PERSON, REVISION: 0 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NOTE: THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE SHEET NUMBER: REVISION: THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CALL N1:�x'YORK ONI?CALL �n CONSTRUCTION DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS NOTE: CHANGES IS TO BE PERFORMED BY OTHERS AND IS SHOWN (800)962-7962 p PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND HERE FOR REFERENCE PURPOSES ONLY.T-MOBILE 1S CALL 3 WORDING DAYS o u v J J _ CROON NOC AT(800)788-7011&CROWN CONSTRUCTION MANAGER. SOLELY RESPONSIBLE FOR THE ELECTRICAL PONX'ER DESIGN. BEFORE,YOU DIG! �'� ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL APPLY: • e 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 n TO PROCEED(NTP)AND THE ISSUANCE OF A PURCHASE ORDER.PRIOR TO ACCESSING/ENTERING THE CARRIER: T-MOBILE FEDERAL,STATE,AND LOCAL CODES/ORDINANCES. 0 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 STE m m In In 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. 4 SYLVAN WAY 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 AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 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 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO PARSIPPANY,NJ 07054 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 NATIONAL ELECTRICAL CODE. 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 4.2. 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 SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES,SEQUENCES,AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY 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,ETC. 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. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE �� �� 3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. 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 NUMBERS(i.e.PANEL BOARD AND S cc 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,DETAILS, 1200 MACARTHUR BLVD,SUITE 200 REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL / 7. PANEL BOARDS(ID NUMBERS)SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES,AND SPECIFICATIONS,THE GREATER,MORE STRICT REQUIREMENTS,SHALL GOVERN. IF FURTHER 8, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. T�1�H�VAH,NJ 07430 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 4. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING CLARIFICATION IS REQUIRED CONTACT THE ENGINEER RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(#14 OR LARGER)PLANS,CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW,THWN,THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 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(#6 OR LARGER)WITH ANSI/ASSE A10.48(LATEST EDITION);FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS,MEASUREMENTS,AND/ORCLEARANCES SHOWN IN THE TYPE THHW,THWN,THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW ORREXISTING CONSTRUCTION ELEMENTS. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE SCOW CORD(#14 OR LARGER)UNLESS RIGGING PLANS SHALL ADHERE TO ANSI ASSE A10.48 LATEST EDITION AND CROWN CASTLE USA INC. IT DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. / ( ) ENGINEER ER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD CED-STD-10253,INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(#14 OR LARGER),WITH CLASS IV CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH ANSI/TIA-322 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE TYPE THHW,THWN,THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. Fpyk EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND (LATEST EDITION). DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. R EQUAL).LUGS AND WIRE NUTS SHC(R C IF AVAILABLE 14. RACEWAY AND CABLE TRAY SHALL BE LISTED AL LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE FRENCH&RARRELLO BETTS W ALL BE RATED FOR OPERATION NOT LESS THAN 7A 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, ASSOCIATES- 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, / 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. 1800 Rwe Route 34,Su%a101,"tall,NewJer00 07719 INSTALLATION,ALTERATION,AND MAINTENANCE E ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 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 FOR 0:732.312.98 F 732.312.9801 SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. 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. 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. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. T T 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORISSUE ALLDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION T-MOBILE SITE NUMBER' REGULATIONORDINANCES,S DORDINCE. LOCONTRACTORSHAL AND LAWFUL ORDERSIA E NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. COMPLY WITHA AUTHORITY REGARDING THE PERFORMANCE ES REGULATIONS WORK.ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET LI13411B WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. 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 20. CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND ORDINANCES AND APPLICABLE REGULATIONS. POWER,AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO,AND GROUNDING PLAN THE NEC. BU :825717 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY (WIREMOLD SPECMATE WIREWAY). MATTITUCK 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. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER(PANDUIT TYPE E OR EQUAL). 10. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS.EXPLOSIVE 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 DEVICES(i.e.POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE Q T 7 T�AVEWORK,SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR.EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES 12505 SOUND A 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 IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN T/ T PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER.PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.ALL CONDUIT MATTITUCK,NY 11952 PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SPECIFICATIONS,LATEST APPROVED REVISION. CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 24. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET EXISTING 100'-0"MONOPOLE 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND TRASH AT STEEL.SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR THE COMPLETION OF THE WORK.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER BETTER)FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184,ASTM A185 AND 25. METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR NON-CORRODING;SHALL MEET OR 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. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED 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 (WP OR BETTER)FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED 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 NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIOR LOCATIONS. 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 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 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 90`f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT,ROOMS,AND SHELTERS. PLACEMENT. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 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 ISSUED FOR: WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW"T-MOBILE". REV 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. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. DATE DRN1V DESCRIPTION DES./Q SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASTM A 09/23/21 K.A.C. PRELIMINARY P.J.T. 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 CONDUCTOR COLOR CODE B 07/10/23 K.S.S. REVISED PERRPDS P.-I.T. STANDARD 90 DEGREE HOOKS,UNLESS NOTED OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT REVISED PER , EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: SYSTEM CONDUCTOR COLOR C 07/14/23 K.S.S. ,1 P.J.T. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL #4 BARS AND SMALLER....................................................................................40 ksi A PHASE BLACK MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER......................................................................................60 ksi B PHASE RED APWA UNIFORM COLOR CODE: 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE FOR EROSION AND SEDIMENT CONTROL. 120/240V, 1 PJ 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.......................3" GROUND GREEN OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: WHITE PROPOSED EXCAVATION 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER.....................................................................................2" A PHASE BLACK CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER..........................................................................1-1/2" B PHASE RED TEMPORARY SURVEY MARKINGS RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 120/208V,30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS.....................................................................................'.' NEUTRAL WHITE.3/4" ELECTRIC POWER LINES,CABLES, FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS.............................................................................1-1/2' CONDUIT,AND LIGHTING CABLES 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNLESS NOTED GAS OIL,STEAM,PETROLEUM,OR OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 22. NO FILL EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW GROUND GREEN OTHERWISE,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN YELLOW GASEOUS MATERIALS B PHASE ORANGE OR PURPLE �. COMMUNICATION,ALARM OR SIGNAL LINES, 277/48OV,30 C PHASE YELLOW ®CABLES,OR CONDUIT AND TRAFFIC LOOPS GREENFIELD GROUNDING NOTES: NEUTRAL GREY POTABLE WATER GROUND GREEN 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 POS(+) RED** ®RECLAIMED WATER,IRRIGATION,AND SLURRY LINES ACCORDANCE WITH THE NEC. DC VOLTAGE NEG(-) BLACK** ! F NE'^' 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 SEWERS AND DRAIN LINES `O 1' ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. *SEE NEC 210.5(C)(1)AND(2) ® � YV/O 3 HE 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 **POLARITY MARKED AT TERMINATION TESTING ����,��Et J.T,Q�O •Q� 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 Q f �- CLAMPS. ABBREVIATIONS: 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 BTS 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 COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME 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 (S� 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 9. ALUMINUM CONDUCTOR OR COPPER CLAD 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 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MGB MASTER GROUND BAR 96 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY 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 15. APPROVED ANTIOXIDANT COATINGS(i.e.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED PETERJ.TARDY,PE IC.NO.O?9612 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT ISAVIOLATIONOFLANVFOR 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 UNLESS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH(1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OFA LICENSED PROFESSIONAL ENGINEER, 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, RBS RADIO BASE STATION TO ALTER THIS DOCUMENT. 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 RET REMOTE ELECTRIC TILT USED.WHERE 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. RFDS RADIO FREQUENCY DATA SHEET 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COPPER IN 3/4"NON-METALLIC,FLEXIBLE CONDUIT FROM 24"BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION RRH REMOTE RADIO HEAD SHEET NUMBER: REVISION: RRU REMOTE RADIO UNIT POINT.THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK.(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). SAID SMART INTEGRATED DEVICE 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 2 C LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE(FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT NOTES: THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CHANGES IS TO BE PERFORMED BY OTHERS AND IS SHOWN HERE FOR REFERENCE PURPOSES ONLY. 0 � ]] T-MOBILE IS SOLELY RESPONSIBLE FOR THE ELECTRICAL POWER DESIGN. 4 SYLVAN WAY (E)T-MOBILE RRU TO BE REMOVED PARSIPPANY,NJ 07054 ERICSSON-RADIO 4415 B25(TOTAL OF 3) (E)T-MOBILE (E)T-MOBILE RRUS TO BE RELOCATED TO ACCOMMODATE NEW RRUS DIESEL GENERATOR ERICSSON-RADIO 4480 B71+B85(TOTAL OF 3) 20'-0"± (E)T-MOBILE CROWN CABLE TRAY 0 CASTLE (E)T-MOBILE FEEDLINES TO REMAIN cc (24)COAX CABLES(1-5/8") 1200 MACARTHUR BLVD,SUITE 200 1/LIHN NJ 07430 (E)T-MOBILE EQUIPMENT (E)FENCE (E)UTILITY POLE (E) 100'-0°MONOPOLE X X X X X X (E)T-MOBILE 200A PPC FRENCH&PARRELLO +I ASSOCIATES- 1800 Route 34,Suits 101•Wall,New Jersey 07719 0 o:732.312.9800 F 732.312.9801 (E)TELCO x -H 4'-6"x4'-6" ° \ (o PAD 1 0 (E)TRANSFORMERo Ej c T-MOBILE SITE NUMBER: ° LI13411B x o BU#:825717 / \ MATTITUCK I[ (E)CABLE TRAY x x x x x x x x 12585 SOUND AVE x x (E)T-MOBILE 6102 EQUIPMENT (E)T-MOBILE AAV CABINET TO BE REMOVED (E)T-MOBILE 10'x20'CABINET MATTITUCK,NY 11952 lu (E)T-MOBILE 10'x20' (E)T-MOBILE 3106 EQUIPMENT EQUIPMENT PAD (E)UTILITY FRAME-/ EQUIPMENT PAD CABINET TO BE REMOVED EXISTING 100'-0"MONOPOLE (TYP) a x x 2 EXISTING ENLARGED SITE PLAN SCALE: 1"=1'-0°(FULL SIZE) 1' 6' 0 1' 1/2"=1'-0"(11x17) me RELOCATED T-MOBILE RRUS TO BE RELOCATED TO ACCOMMODATE NEW RRUS ISSUED FOR: x x ERICSSON-RADIO 4480 B71+B85(TOTAL OF 3) 00 NEW T-MOBILE RRUS REQ' DATE DRNXN DESCRIPTION DES./Q N (E)T-MOBILE ERICSSON-RADIO 4460 B25+B66(TOTAL OF 3) A 09/23/21 K.A.C. PRELIMINARY P.J.T. DIESEL GENERATOR ERICSSON-RADIO 8863 B41 (TOTAL OF 2) 20'-011± B 07/10/23 I.S.S. REUISEDPER RPDS P.J.T. C 07/14/23 K.S.S. RE)ISED PER P.J.T. (E)T-MOBILE x x CABLE TRAY (E)T-MOBILE FEEDLINES (24)COAX CABLES(1-5/8") (E)(ABANDONED) NEW T-MOBILE DIPLEXER TO O�NTED ON UNISTRUTS CROWN CASTLE MICRODATA-(8:4)B 6/B25+B41 MI-54844(3 TOTAL, 1 PAD PER SECTOR) 77 x x (E)T-MOBILE E UIPMENT z7 NEW T-MOBILE 2"CONDUIT 6160 TO PPC(2 TOTAL) (E)T-MOBILE 200A X X X X X X PPC.UPGRADE PPC WITH NEW BREAKERS +I FOR NEW CABINETS o d d d ul 35'-6"± o ,�oF NEWS Q s � / H � I �\ x x x x x x x x � 96 (E)T-MOBILE AAV _` CABINET FEsslot, NEW T-MOBILE ERICSSON (E)T-MOBILE 10'x20' PLI'ERJ.'I'ARDY,PE IC.NO.079612 6160 EQUIPMENT CABINET EQUIPMENT PAD IT IS A VIOLATION OF LAW FOR ANY PERSON, NEW T-MOBILE 2"CONDUIT NEW T-MOBILE ERICSSON UNLESS THEY ARE ACTING UNDER THE DIRECTION FROM 6160 TO B160 8160 BATTERY CABINET OF A LICENSED PROFESSIONAL ENGINEER, (2 TOTAL) TO ALTER THIS DOCUMENT. SITE PLAN ENLARGED SITE PLAN 1 (��PROPOSED SHEET NUMBER: REVISION: SCALE: 1/2"=1'-0"(FULL SIZE) \ SCALE: 1"=1'-0"(FULL SIZE) 1j 2 1' 0 2' 1/4"=1'-0"(11x17) \ 1 6" 0 1' 1/2"=1'-0"(11x17) c—L ===?) C �J • TO OP OF MONOPOLE • • O I e■ • • ELEV.= 100'-0" (E)T-MOBILE EQUIPMENT (3)ANTENNAS 4 SYLVAN WAY PARSIPPANY,NJ 07054 T-MOBILE ANTENNA NEW T-MOBILE EQUIPMENT ELEV.=95-0" (3)BIAS-T T-MOBILE EQUIPMENT (E)STEALTH CANISTER (E)STEALTH CANISTER CROWN (E) (ALPHA) TO REMAIN (ALPHA) TO REMAIN (3)ANTENNAS 0°AZIMUTH 0'AZIMUTH Cr, CASTLE T-MOBILE ANTENNA h /� Al /� 1200 NIACARTHUR BLVD,SUITE 200 ELEV.=85'-0" Al (BETA) (BETA) 1\/IAHWAH,NJ 07430 31 90°AZIMUTH B1 90°AZIMUTH (E)T-MOBILE ANTENNA TO REMAIN O (E)T-MOBILE ANTENNA TO REMAIN 0 COMMSCOPE-FVV-65A-R3 COMMSCOPE-FVV-65A-R3 CROWN CASTLE TDC ANTENNA h (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) ELEV.=75'-0" (E)T-MOBILE TMAS TO BE REMOVED FRENCH&PARRELLO T-MOBILE EQUIPMENT ERICSSON-1A-PCS ANTENNA CL:95'&85" (3 TOTAL,1 PER SECTOR) -ASSOCIATES- ANTENNA -1B-AWS 1800 Route 34,Suite 101•Wall,New Jersey 07719 MOUNT CL:95'&85" o:732.312.9800 F 732.312.9801 (3 TOTAL,1 PER SECTOR) C1 C1 ANY AND ALL TOWER T T MOUNTED EQUIPMENT MUST T'-MOBILE SITE NUMBER: NOT TRAP OR INTERFERE W/ (GAMMA) (GAMMA) EXISTING SAFETY CLIMB 215°AZIMUTH 215'(AZIMUTH LI13411B 1 1 BU#:825717 MATTITUCK ELEVATION Q 95' ELEVATION @ 85' 12585 SOUND AVE MATTITUCK,NY 11952 EXISTING 100'-0"MONOPOLE (2�E STING ANTENNA LAYOUT(E) 100'-0"MONOPOLE ALE: NOT TO SCALE (E)T-MOBILE FEEDLINES (24)COAX CABLES(1-5/8") ISSUED FOR: REQ' DATE DRNNN DESCRIPTION DES./Q A 09/23/21 K.A.C. PRELIMINARY P.J.T. B 07/10/23 I.S.S. REVISED PER RFDS P.J.T. C 07/14/23 K.S.S. REVISED PER P.J.T. (E)STEALTH CANISTER (E)STEALTH CANISTER (ALPHA) (ALPHA) 0'AZIMUTH 0'AZIMUTH Al (BETA)�� Al (BETA) 90'AZIMUTH 90'AZIMUTH 31 31 (E)T-MOBILE ANTENNA (E)T-MOBILE ANTENNA WO COMMSCOPE-FW-65A-R30 COMMSCOPE-FW-65A-R3 0 (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) NEW T-MOBILE BIAS-T - ' COMMSCOPE-SMART BIAST �4 �� E�''^V�O ATSBT-TOP-MF-4G (3 TOTAL,1 PER SECTOR) t TBD FT AMSL C1 C1 (GAMMA) (GAMMA) 215°AZIMUTH 215'AZIMUTH � 96 FEsslot4' PETER J.'I'ARllY PE IC.NO.079612 � �fil®N 95' ELEVATION ��+ IT IS A VIOLATION OF LANE'FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L J SHEET NUMBER: REVISION: FINAL ELEVATION (3)FINAL ANTENNA LAYOUT SCALE. NOT TO SCALE SCALE. NOT TO SCALE - C • TO ms ole. . . 4 SYLVAN WAY PARSIPPANY,NJ 07054 CROWN Cr ANTENNA SCHEDULE ` CASTLE 1200 MACARTHUR BLVD,SUITE 200 RAD ANTENNA MECH. ELECT. TOWER MOUNTED NIAHWAH,NJ 07430 SECTOR POS. TECHNOLOGY CENTER AZIMUTH MANUFACTURER ANTENNA MODEL TILT TILT EQUIPMENT FEEDLINE TYPE FEEDLINE LENGTH ALPHA Al L600/N2000/N01900/25001900 95' 0' COMMSCOPE FW-65A—R3 0' 2'/2'/2' (1(1)CMI^RODATA—(8:4)SMART B66/625+641 TMP 54844G (4)1-5/8"COAX 159'-0" ALPHA A2 1-700/1-600/14600 85' 0' COMMSCOPE FW-65A—R3 0' 2'/0'/0' — (4)1-5/8"COAX 159'-0" BETA B1 L600/NL2000/701900/25001900 95' 90' COMMSCOPE FW-65A—R3 0' 2'/2'/2' (1)COMMRODATA—SMART MA(8:4TBBIAST A SBT TOP54844G (4)1-5/8"COAX 159'-0" FRENCH&PARRELLO BETA 82 L700/L600/N600 85' 90' COMMSCOPE FW-65A—R3 0' 2'/0'/0' — (4)1-5/8"COAX 159'-0" 180D Route 34.kite 101•Wall,New Jersey 07719 o:732.312.98 F 732.32.9801 GAMMA C1 L600/L2100/N01900/N2 001900 95' 215' COMMSCOPE FW-65A—R3 0' 2'/2'/2' (1(1)COMMSCOPE MI RO ATA—(8:4)SMART B66 1325+1341 MI-54844G (4)1-5/8"COAX 159'-0" T-MOBILE SITE,NUMBER: GAMMA C2 L700/L600/N600 85' 215' COMMSCOPE FW-65A—R3 0' 2'/0'/0' — (4)1-5/8"COAX 159'-0" LI13411B BU#:825717 MATTITUCK 12585 SOUND AVE MATTITUCK,NY 11952 EXISTING 100'-0"MONOPOLE ,� ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE ISSUED FOR: REV DATE DRNXN DESCRIPTION DFS./Q A 09/23/21 K.A.C. PRELIMINARY P.J.T. B 07/10/23 K.S.S. REVISED PER RFDS P_J.T. C 07/14/23 K.S.S. REVISED PER P.J.T. COMMENT Of MOUNTING BRACKET (SUPPLIED W/ANTENNA) ANTENNA �,�o f NEVV�o MOUNTING PIPE NEW ANTENNA NEW T—MOBILE TMA(TYP) INSTALLER NOTE: 1.ALL PIPES,BRACKETS,AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. Q 96 FNay ssjo 00 MOUNTING BRACKET 1'L IL:R J.TARDY,PE IC.NO.079612 (SUPPLIED W/ANTENNA) IT ISAVIOLATIONOFLAWFOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANTENNA WITH TMA MOUNTING DETAIL SHEET NUMBER: REVISION: 2 SCALE: NOTTO SCALE [F C-3 IL Ci T � •Mobile. . . , * 4 SYLVAN WAY _ _ Antenna PARSIPPANY,NJ 07054 U 11CCCROWN CASTLE 1200 NIACARTHUR BLVD,SUITE 200 NLkHNVAH,NJ 07430 L70U - - Fpy 2.6G-- HZ. FRENCH&PARRELLO 1800 Route 34,Suite 101•Wall,New Jersey 07719 o:732.312-SAM F 732.312.9901 WW.74 PL TE T-MOBILE SITE NUMBER: L2'1/L1Wd1h''2mUkmLI13411B BU#:825717 211GSM MATTITUCK 12585 SOUND AVE - - MATTITUCK,NY 11952 'd' EXISTING 100'-0"MONOPOLE = ►,p .A ISSUED FOR: REV DATE DRN&N DESCRIPTION DES./Q A 09/23/21 K.A.C. PRELIMINARY P.J.T. B 07/10/23 I.S.S. REVISED PER RFDS P.J.T. C 07/14/23 K.S.S. RF;)ISF;D PER P.J.T. Nj�EN Top � of - Mo rm No Rm Am. so -W 410 ai Wo a d" oft -ft Ground FNE Radio*W -1\' VV Y jk J. �alp `' �1�1 � � Q oil 0 96 fiES StcN� PETER J.TARDY,PE IC.NO.079612 ow—WAPW-t jog IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. P LU M B N C D IAC RAM SHEET NUMBER: REVISION: SCALE. NOT TO SCALE C-4 TMobilem • . . . 4 SYLVAN`XTAY PARSIPPANY,NJ 07054 OcCROWN CASTLE 12.1" 15.7" 1200 MACARTHUR BLVD,SUITE 200 r r� 1�TAH\VAH,NJ 07430 c o �I"s!ulnniniw!n!iumn■mAmn �1��� _.e C0 � FRENCH&PARRELLO g JASSOCIATES- 18M Route 34,Su%a 101,Wall,New Jersey 07719 i o:732.312.9800 F 732.312.9801 MECHANICAL MANUFACTURER: ERICSSON MANUFACTURER: COMMSCOPE T-MOBILE SITE NUMBER: LI13411B SPECIFICATIONS: PART#: RADIO 8863 B41 OVERALL PART#: ATSBT—TOP—MF-4G HEIGHT: 17.0 IN. MECHANICAL SPECIFICATIONS: BU#:825717 WIDTH: 15.1 IN. OVERALL MECHANICAL SPECIFICATIONS: DEPTH: 11.9 IN. HEIGHT: 18.5 IN. OVERALL MATTITUCK WEIGHT: 109.0 LBS. WIDTH: 14.5 IN. HEIGHT: 5.63 IN. DEPTH: 5.5 IN. WIDTH: 3.7 IN. WEIGHT: 51.0 LBS. DEPTH: 1.96 IN. 12585 SOUND AVE WEIGHT: 1.8 LBS. MATTITUCK,NY 11952 EXISTING 100'-0"MONOPOLE ERIC RADIO 4460 325+1366 DETAIL ERIC RADIO 8863 B41 DETAIL COM BIAST ATSBT—TOP—MF-4G DETAIL 1 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE ISSUED FOR: REV DATE DRNVN DESCRIPTION DES./Q A 09/23/21 K.A.C. PRELIMINARY P.J.T. B 07/10/23 I.S.S. REVISED PER RFDS P.I.T. C 07/14/23 K.S.S. REVISED PER P.J.T. COMMENT � oil' i r P i `� 1 p ��pF NEvV Y MANUFACTURER: MICRODATE PAR!#.- MI-54844 (8:4) i s MECHANICAL SPECIFICATIONS: m – OVERALL - HEIGHT: 4.3 IN. Technical Specifications Technical Specifications O WIDTH: 9.4 IN. p p 96 DEPTH: 3.5 IN. p.� WEIGHT: 9.7 LBS. Dimensions Dimensions fiESS1�N Height 71 in. Height 71 in. PETER J.TARDY,PE 7 IC.NO.079612 Width 25.6 in. Width 25.6 in. Depth 33.5 in. Depth 25.6 In. IT IS A A'IOLATION OF LANE'FOR ANY PERSON, Max.Weight 678 lbs Max.Weight 1,943 lbs UNLESS THEY ARE ACTING UNDER THE DIRECTION g g OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: (�YSCALE MICRODATA — (8:4) B66/B25+B41 MI-54844 DETAIL 5 ERICSSON 6160 EQUIPMENT CABINET 6 ERICSSON B160 BATTERY CABINET —5 C . NOT TO SCALE SCALE. NOT TO SCALE SCALE. NOT TO SCALE NOTES: 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER. ALL CONDUCTORS SHALL BE THHW,THWN,THWN-2,XHHW, OR XHHW-2 UNLESS NOTED OTHERWISE. 1110TO ■ ■ 0 i V■ ■ In 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN ON THE ELECTRICAL ONE—LINE DIAGRAM AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4 SYLVAN WAY 3. ALL GROUNDING AND BONDING PER THE NEC. PARSIPPANY,NJ 07054 CCCROWN CASTLE 1200 MACARTHUR BLVD,SUITE 200 1�T 1H VAH,NJ 07430 EXISTING UTILITY COMPANY TRANSFORMER FRENCH&PARRELLO EXISTING WIRE AND CONDUIT ASSOCIATES- 1800 Route 34,Suits 101•Wall,New Jersey 07719 o:732.312.9800 F 732.312.9801 JOB NAME:LI13411B TM (T-MOBILE PANEL) T-MOBILE F EXISTING METER ENCLOSURE M T-MOBILE SITE NUMBER: RATING:240/120V,1 PH,3W,200A (EXISTING) LOCATION:PPC L LI13411B CKT. CIRCUIT POLE BKR. A B BKR. POLE CIRCUIT CKT. EXISTING WIRE AND CONDUIT NO. DESCRIPTION DESCRIPTION NO. 1 SURGE SUPP 2 60 15 2 GFI 2 L —1 BU#:825717 5 60 2 BU UNIT s MATTITUCK EXISTING 240V,2—POLE,NEMA 3R 7 UMTS 2 50 $ 200 BONDINGJUMPER. OF MAIN 12585 SOUND AVE 9 TLECO 2 20 50 2 BATT RACK 10 MATTITUCK,NY 11952 11 6160 2 125 12 L J 13 14 EXISTING WIRE AND CONDUIT EXISTING 100'-0"MONOPOLE 15 16 17 18 19 20 21 22 23 24 NOTES N N 1.ALL BUSING TO BE COPPER \ 1\ NEW 200A, 120/240V, 1�3W,NEMA 3R,POWER PROTECTION ISSUED FOR: oJ o CABINET(PPC)WITH INTEGRATED MANUAL TRANSFER SWITCH, 2.BOLT ON BREAKERS ONLY `V \I / LOAD CENTER,AND FACTORY WIRED GENERATOR INTERFACE FOR REQ' DATE DRNNN DESCRIPTION DFS./Q •j •j 3.CONTRACTOR IS RESPONSIBLE TO COORDINATE THE SHORT CIRCUIT RATING PRIOR TO PURCHASING ANY EQUIPMENT. PORTABLE GENERATOR CONNECTION A 09/23/21 K.A.C. PRELIMINARY P.J.T. 4.ALL WIRE SIZES ARE BASED ON 75 DEGREE WIRE. B 07/10/23 K.S.S. REv1SEDPER RFDS P.J.T. C 07/14/23 K.S.S. RE)ISED PER P.J.T. 5.SHORT CIRCUIT RATING: PANEL SHALL BE FULLY RATED TO INTERRUPT SYMMETRICAL SHORT CIRCUIT CURRENT AVAI Of INSTALL NEW 125A,2—POLE BREAKER IN PPC 125A/2 (3) 1/0 WITH#6 GROUND �F NEW IN 1-1/2"CONDUIT �� Q s � PROPOSED 6160 CABINET PROPOSED B160 BBU C7 96 FESSIONi)�\" PLTER J."TARDY,PE IC.NO.079612 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: (:D,AC PANEL SCHEDULE (2)SOE NE LINDIAGRAMSCALE. NOT TO SCALE CALE. NOT TO SCALE • [MITO . . ole. . . 4 SYLVAN WAY PARSIPPANY,NJ 07054 CROWN CASTLE 1200 MACARTHUR BLVD,SUITE 200 MAHWAH,NJ 07430 FRENCH&PARRELLO 1800 Route 34,Suite 101•Wall,New Jersey 07719 o:732.312.98M E 732.312.9901 ALPHA BETA GAMMA T-MOBILE SITE NUMBER: LI13411B BU#:825717 MATTITUCK 12585 SOUND AVE MATTITUCK,NY 11952 EXISTING 100'-0"MONOPOLE ISSUED FOR: REV DATE DRN&N DESCRIPTION DES./Q A 09/23/21 K.A.C. PRELIMINARY P.J.T. 0.0 o..o 0 0 o 0 0 0 o..0 0 0 0 0 0 o 0 0 o o o o o o o o o o 0 0....0 0 0 0 0 0 o 0 0 o o o o o o o o 0 0 0 o o o o o o o o 0 o O 0'/10/23 K.S.S. REVISED PER RFDS P.J.T. B C 0 i/14/23 K.S.S. RF;)ISF;D PER P.J.T. GROUND WIRE(TYP) NTMENT SECTOR GROUND BAR(3 TOTAL) o 0..0 0.....0 0 0 0 0 0 0 0 o o 0 UPPER TOWER GROUND BAR NOTE: ALL NEW GROUNDS TO BE#6 STRANDED _ COPPER WITH GREEN INSULATION UNLESS NOTED OTHERWISE. �! )F NES 1' Q s � �C ANTENNA GROUNDING DIAGRAM 1 SCALE: NOT TO SCALE � _ � 96 sslo 1'LILR J."TARDY,PE IC.NO.079612 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TIIIS DOCUMENT. SHEET NUMBER: REVISION: G-1 C 8"PVC PLUG TO ANTENNA COAX TO ANTENNA COAX 8"PVC PLUG CPLG.(THIRD.) T/FINISH GRADE T � � 0 � �� In In GROUND BAR COPPER/GALVANIZED GROUND BAR 0 0 0 0 0 0 0 0 0 4 SYLVAN WAY 00( 'o, 0 o o o o o o o o o o o o o to" 0 O o o o o o o o o o o o 0 CO PARSIPPANY,NJ 07054 O, O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l O ,O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 SUBGRADE Oa 000 0000000000000000 @o "J o� w F__ #2 SOLID(TEST LOOP) #2 SOLID TINNED COPPER z ��0�� CONDUCTOR TO TOWER/SHELTER z o NOTCH SIDES OF 8"PVC SCH 40 PIPE GROUND RING(2 TYP.FOR 0 TO ALLOW EXIT/ENTRANCE OF TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG n COMPRESSION LUG(TYP) (TYP) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD GROUND RING WIRE CASTLE w -lit 1200 NIACARTHUR BLVD,SUITE 200 NOTES: NOTES: III—III— —III— 1�1AH�VAH,NJ 07430 cc 1. DOUBLING UP"OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 9 TRENCH BOTTOM 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). 2/0 TINNED CU EXTERNAL 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. CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8"0 x 10'-0"LONG COPPER CLAD GROUND ROD FRENCH&PARRELLO 1. GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45 DEGREES FROM THE ASSOCIATES- VERTICAL 2. GROUND WIRE SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST LINE. 1800 Route 34,Su%a101,Wall,New Jerwe 07719 (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) o:732.312.9800 F 732.312.9801 ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL WELL DETAIL LISITE SCALE: NOT TO SCALE 2 I I SCALE: NOT TO SCALE (�)INSPECTION T-MOBILE SITE NUMBER: SCALE: NOT TO SCALE BU#:825717 MATTITUCK 12585 SOUND AVE STAINLESS STEEL BOLT MATTITI�CK,NY 11952 (TYP) TO TOWER MOUNTED EQUIPMENT STAINLESS EEL FLAT WASHER EXISTING 100'-0"MONOPOLE (NP) (TYP) TO ANTENNA MONOPOLE 2—HOLE CRIMP/ COMPRESSION ANTENNA GROUND BAR CONNECTOR LOCATED AT MCL (BONDED TO TOWER STEEL) GROUND BAR STANDARD COAX 2 HOLE LUG(TYP) CABLE GROUND KIT STAINLESS (TYP) FLAT WASHER EEL #6 STRANDED CU WIRE WITH STAINLESS STEEL (TYP) ISSUED FOR: GREEN,600V,THWN BELLVILLE WASHER STAINLESS STEEL NUT 6"WIDE METALLIC HTEL REV DATE DRNNN DESCRIPTION DF:S./Q INSULATION(OR AS PROVIDED (TYP) (TYP) GRADE WARNING/LOCATOR TAPE AT WITH GROUND KIT)(TYP) SINGLE CONNECTOR AT GROUND BARS 12"DEPTH A 09/23/21 K.A.C. PRELIMINARY P.J.T. N O O O O O O O C' B 07/10/23 I.S.S. REVISED PER RFDS P.I.T. 0 0 0 0 0 o RF;`TISF;D PI?R P.J.T.STAINLESS STEEL BOLT o C 07/14/23 K.S.S. 1 1 MECHANICAL CONNECTION z (TYP) STAINLESS STEEL z COAX CABLE COAX GROUND BAR WITH FLAT WASHER o EXOTHERMIC WELD INSULATORS,CONNECTED w (TYP FOR ALL) \ DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER w OF MONOPOLE.SEE NOTE 1. (NP) N -- - -- -- -- -- -- -- TO - -- STEEL TO BTS EQUIPMENT VIA 2/0 TINNED BARE TRAY OR ICE BRIDGE I I COPPER WIRE 2-HOLE CRIMP/ GROUND RING 2 COPPER WIRE MONOPOLE PIER COMPRESSION STAINLESS STEEL SOLID,TINNED FOR CARRIER AND ICE CONNECTOR FLAT WASHER GROUND WIRE (TYP) BRIDGE GROUND LOOP 1 SEE NOTE 3 STAINLESS STEEL STAINLESS STEEL NUT GROUND WARE BELLVILLE WASHER (TYP) GROUND RING 2/0 FOR (NP) TOWER GROUND LOOP -- - - `� -�� SINGLE CONNECTOR AT STEEL OBJECTS INSPECTION WELL EXOTHERMIC WELD TYP F N 1' NOTES: STAINLESS STEEL LLING STAINLESS STEEL O /O 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA SM ETA DRICREW FLAT WASHER LOCATIONS AND CONNECTION ORIENTATION.COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TYP) GROUND ROD COPPER Q f TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT.PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. 5/8�x 10'-0"LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ TOWERS.ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION t" t CONNECTOR 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE (S� RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH METALLIC OBJECT NOTES: WASHER R1 VGROUND ERTICAL ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45 DEGREES FROM THE O 96 O SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE (WHICH EVER IS GREATER)BER)IAS PER N.E.C.OW GRADE ARTICLE R 6"BELOW FROST LINE. FESSI�N�� PLT1 J."1'Al2llY,PE IC.NO.079612 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION TYPICAL ANTENNA CABLE GROUNDING HARDWARE DETAIL FOR EXTERIOR CONNECTIONS (�)GROUND ROD DETAIL OF A LICENSED PROFESSIONAL ENMNEER, TO ALTER THIS DOCUMENT. (�)SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET NUMBER: REVISION: C ® WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8"- 16 NC S 2 BOLT [[INTO Is mMobile In In In TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8"- 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8"- 16 NC S 2 BOLT 4 SYLVAN WAY PARSIPPANY,NJ 07054 #2/0 AWG STRANDED YA26-2TC38 3/8"- 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2"- 16 NC S 2 BOLT TYPE W TYPE VN TYPE NC TYPE SS TYPE GR BURNDY GROUND LUG W/ CROWN LONG BARREL HEAT SHRINK (SEE CHART) (CLEAR) CASTLE NUT GROUNDING 1200 MACARTHUR BLVD,SUITE 200 (TYP) CONDUCTOR LOCK WASHER 1�11H VAH,NJ 07430 (TYP) cc TYPE VS TYPE VB TYPE PT TYPE GT2 NOTE: GROUND BAR BOLT it 1. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC (SEE CHART) FRENCH&PARRELLO MOLDS TO BE USED FOR THIS PROJECT. (TYP) 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. -ASSOCIATE BURNDY TWO HOLE LUG W/ 1800 Route 34,Su%a 101,"tall,NewJerwe 07719 LONG BARREL o:732.312.9800 E 732.312.9801 (SEE CHART) TCADWELD GROUNDING CONNECTIONS BARE WIRE TO BE 11 Fpyk SCALE: NOT TO SCALE NO-ox AT BOTH ENDS T-MOBILE SITE NUMBER: STRANDED(GREEN INSULATED)ONLY FOR#6 AWG LI13411B TO ANTENNAS (SEE CHART) 7T WEATHERPROOFING KIT Bl_J#:825717 (SEE NOTE 3) (TYPICALLY) MATTITUCK ANTENNA CABLE 12"TO 24" 120"MAX. RX2 TX1/RX1 WEATHERPROOFING KIT (TYP) NOTES: T/12585 SOUND AVE COAX JUMPER(TYP.) GROUND KIT 1 ALL HARDWARE BOLTS,NUTSALL GROUNDING LUGS ARE ,LOCK WASHERS SHALBE INSTALLED PER LABEFSTAINLESS STAINLESS STEEL. MATTITUCK,NY 11952 (TYP) ALL ARE TO BE AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG, FLAT WASHER AND NUT. CONNECTOREXISTING 100'-0"MONOPOLE x WEATHERPROOFING KIT #6 AWG (�)MECHA NICAL LUG CONNECTION #6 AWG STRANDED COPPER GROUND WIRE �� (TYP.SEE NOTE 2) COPPER/GALVANIZED SCALE: NOT TO SCALE (GROUNDED TO GROUND BAR).SEE NOTE 1 &2 N Q COAX GROUND BAR BONDED DIRECTLY TOWER CABLE GROUND KIT CABLE CONNECTOR ANTENNA CABLE #6 AWG MIN.FROM ANTENNA NOTES: CABLE GROUND KIT TO BTS EQUIPMENT(TYP.) ISSUED FOR: i 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND REV DATE DRNXN DESCRIPTION DES./Q WIRE DOWN TO GROUND BAR. NOTES: A 09/23/21 K.A.C. PRELIMINARY P.J.T. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR B 07/10/23 I.S.S. REVISED PER RFDS P.-I.T. RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND RF;(1) PER P.J.T.WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER.ICE C 07/14/23 1<.S.S. I 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BRIDGE,OR ON ANTENNA TOWER BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. (3)_CABLE GROUND KIT CONNECTION 0V0 0000 O SCALE. NOT TO SCALE00 00 00 O 00 00 00� 00 00 4 GROUND CABLE CONNECTION O O SCALE. NOT TO SCALE *TWO HOLE LUG,OR GROUNDING SHALL BE 3/8-110"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. (TYP) WALL BRACKET ® GROUNDWIRE INSTALLATION (NP) ® ® NOTE:MINIMUM OF S/S)NUT SCALE: NOT TO SCALE .��OF NEw).O ® 3 THREADS TO BE 5 L ® ® VISIBLE "\� 01 J-Tq�ni �Q ® ® (TYP) Qq 'Tb� ® ® S/S SPLIT ® ® WASHER 2 HOLE LONG ' ® BARREL TINNED (NP) #2 TINNED SOLID IN 3/4"LIQUID TIGHT PIPE ® ® UNIVERSAL COPPER CONDUIT FROM 24"BELOW GRADE TO SOLID COPPER CC ® GROUND BAR(4"x20") LUG S/S FLAT WITHIN 3"TO 6"OF CAD-WELD n (TYP) WASHER TERMINATION POINT.EXPOSED END OF Cn LOCK WASHER (TYP) THE LIQUID TIGHT CONDUIT MUST BE P/N M10 SEALED WITH SILICONE CAULK. (TYP) TWO-HOLE Q 96 � COMPRESSION LUG TIN COATED SOLID CADWELD '`N, NOTES: COPPER BUS BAR S/S FLAT (TYP) fiESS10N WASHER PETER J.TARDY,PE IC.NO.079612 1. DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR (NP) IT ISAVIOLATIONOFLANVFOR ANY PERSON, USA INC.TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091.NO INSTALLED IF REQUIRED UNLESS THEY ARE ACTING UNDER THE DIRECTION MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, S/S BOLT TIE INTO EXISTING GROUND RING OFA LICENSED PROFESSIONAL ENGINEER, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) TO ALTER THIS DOCUMENT. 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 (�SCALE: LUG DETAIL TRANSITIONING GROUND DETAIL SCALE. NOTTOSCALE NOT TO SCALE SCALE. NOT TO SCALE