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®� C� Town of Southold 8/25/2019 P.O.Box 1179 i t 53095 Main Rd y®1 ,�otyitfSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40537 Date: 7/24/2019 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 415 Elijahs Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/15/2018 pursuant to which Building Permit No. 43227 dated 11/16/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless upgrade on existingpole as applied for. (Sprint) The certificate is issued to GOBIL LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43227 4/25/2019 PLUMBERS CERTIFICATION DATED ut riz S gnature �sv f04,o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY s BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43227 Date: 11/16/2018 Permission is hereby granted to: GOBIL LLC 6915 SE Harbor Cir Stuart, FL 34966 To: construct a wireless upgrade.(Sprint) as applied for per site plan approval. At premises located at: 415 Elijahs Ln, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-11.3 Pursuant to application dated 11/15/2018 and approved by the Building Inspector. To expire on - 5/17/2020. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. r' B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. CO New Construction: Old or Pre-existing Building: X (check one) Location of Property: 415 Elijahs Lane,Mattituck,NY 11952 House No. Street Hamlet Owner or Owners of Property: William Baxter Suffolk County Tax Map No 1000, Section 108 Block 04 Lot 011.003 Subdivision Filed Map. Lot: Permit No. �(/V 1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 00 Fee Submitted: $ J 0,A Applica t Signature pF S®U��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 roger.rich ert(aD-town.southoId.ny.us Southold,NY 11971-0959 OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: SPRINT (GOBIL LLC) Address: 415 Elijahs Lane city,Mattituck st: New York zip: 11952 Building Permit#: 43227 Section: 108 Block: 4 Lot: 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Charles M. Dwyer License No: 4278-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures t] TVSS Other Equipment: "Sprint" Cell Tower. Replace 6 Upgraded Antennas and 12 Radio Heads including all related Low Voltage Wiring. Notes: Inspector Signature: Date: April 25, 2019 0-Cert Electrical Compliance Form.xls oa soulyOlo # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `' �� �� INSPECTOR C # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL, 0fdt-4-1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 00 V, C I rch'L- guA I AIA 0 U o�n cr DATE INSPECTOR Corporate Office 1800 Route 34, Suite 101, Wall, New Jersey 07719 Regional Offices King of Prussia, Pennsylvania Hackettstown, New Jersey FRENCH S& PARRELLO Camden, New Jersey ASSOCIATES New York, New York May 10, 2018 Southold Building Department Attn. John Jarshin 54375 NY-25 Southold, NY 11971 RE: Verification of Construction BP#43227 NY33XC688 Elijah's Lane Mattituck, NY 11952 FPA No. 2438.1303 Dear Mr. Jarshin: As per your request, French & Parrello Associates (FPA) has reviewed the post construction photos for the above referenced project to verify that the proposed modifications were constructed in accordance with the construction drawings prepared by our office last revised February 22, 2018. Based on our review, the installation has been constructed in general conformance with the above referenced plans. Should you have any questions or co ents, please do not hesitate to contact us. Very truly urs, F NF' FRE �1 O P er es' Y Pr .al S even = ense No. 079612 6 � •�� ,UL 2 � 2019 p:732.312.9800 fpaengineers.com f:732.312.9801 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 ®��®�S®Ur�®l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov CA l�c®UNT`I,� PDJ t LCL PLANNING BOARD OFFICE n TOWN OF SOUTHOLD L JUL 1 7 2019 B UMf D2 G DF MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 17, 2019 Re: Planning Department Report Cell Tower Modification Sprint @ Baxter 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Zoning District: LB The Planning Board has found that the requirements of the above-referenced Sprint modifications and up-grades have been completed based on the site inspection made July 12, 2019. The improvements are in compliance with the General Requirements of §280-70 and the'Planning Department report dated November 15, 2018; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. FIELD INSPECTIOI PX� OAT DATE COMMENTS FOUNDATION (1ST) H ------------------------------------ 'FOUNDATION (2ND) ROUGH FRAMING& PLUMBINGy INSULATION PER N.Y. STATE-ENERGY-CODE ryw AM 91 WL T FINAL h llrl'1 ADDITIONAL COMMENTS 2q oa 0 As -1 ,�. z -1 ' o °z TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey, Southoldtownny.gov PERMIT NO. °� Check ✓` Septic Form - N.Y.S.D.E.C., Trusiees MIA C.O.Application Flood Permit Examined ,20_ Single Single&Separate Truss Identification Form—KA— Storm-Water ormStorm-Water Assessment Forme SEP 2 0 2018 Contact: Approved20 Mail to: Elite Towers,LP c/o Tanya Negron Disapproved a/c • 44 W.Jefryn Blvd.,Ste Q5,Deer Park,NY 11729 4 e� }� r �� Phone: (516)410-8730 Expiration ,20 wilding Inspector APPLICATION FOR BUILDING PERMIT Date " , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced,before issuance.of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building,permit shall expire if the work authorized has not commenced within 12 months after the date of issuance'or has not been completed within 18 month's from such date.If no zoning amendments or other regulations affecting the „ property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required.- APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations onfor removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. f i n6-f in, JJKQ=� ( ignature of applicant or name,if a rporation) 44.W.Jefryn Blvd.,Ste.Q5,Deer Park,NY 11729 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent of Lessee(Sprint) Name of owner of premises William J.Baxter.Jr. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. = Plumbers License No. Electricians License No. Other Trade's License No.' 1. Location of land on which proposed work will be done: 415 Elij ahs Lane,Mattituck,NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 108 Block 04 Lot 011.003 �;77i.ti::. 1,�;':�if'.3.:?2 b.:Y?iis5U'�! • Subdivision Filed Map No. 1000-108-4 Lot 11.3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Storage,Warehouse&Distribution Facilities b. Intended use and occupancy Storage Warehouse&Distribution Facilities 3. Nature of work(check whichapplicable):New Building Addition Alteration x Repair Removal Demolition Other Work - (Description) 4. Estimated Cost $25,000.00 1r Fee r — 6bi a azbelaid_on filing this application) 5. If dwelling,number of dwelling units N/A • Number of dwelling u;i n each floor N/A If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if'any: Front 1,'�i^ I y `Rear'- Depth Height -'' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated LB 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO_x 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO " (N/A)x 6915 SE Harbor Circle 14.Names of Owner of premises William BaxjgL___AddreSS Stuart,FL 34996 Phone No. Name of Architect Peter J Tardy. P E. Address 6o0 Route 34,Ste 101 phone No 7-49-m g-aRnn mmeraa ST Name of Contractor N.W. Management, Inc. Address Freeport NY 11520 Phone No. (s1 4�g-R7nn 15 a. Is this•property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES . NO IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ll� Tanya Negron being duly sworn,dbposes�and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this a /7 day)�k 1 � 20 t0 � v Notary Public Signature of6lpplicant Louts Fwrlandes WoUry Public-State of New%* No.01FE6S74706 CuallBed In Suffolk Co Commission ExplrasApril OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex fjf S0 P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) SoutholdNY Telephone: 631765-1938 , www.southoldtownny.gov lift 0, Lt3 U j PLANNING BOARD OFFICE TOWN OF SOUTHOLD N o V 1 5 2018 MEMORANDUM To: -Michael J. Verity, Chief Building Inspector From Heather M. Lanza, AICP, Planning Director Date: November 15, 2018 Re: Planning Department Report Cell Tower Modification Sprint @ Baxter 416 Elijahs Lane, Mattituck SCTM#1 000-108-4-11.3 Zoning District: LB As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated December 27, 2017; 2. The Building Permit must state the following: a. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; b. All feed line access ports shall be sealed to prevent access by any birds or other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Town of Southold C Telecommunications Site Review ON q ULTA NTS , I NC . 7050 W.Palmetto Park Road#16-652 Collocation Application Boca Raton,FL 33433-3483 Tel:877.438 2851 Fax:877.220.4693 October 18,2018 JIII Mr. Brian Cummings 1,1 Y Planner Town Hall Annex Building 53095 Route 25 'T Southold,New York 11971 RE: Town of Southold/SCTM#1000-108-4-11.3 Sprint/Mattituck Deal-Mr. Cummings, At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Elite Towers on behalf of Sprint ("Applicant") to replace its equipment on an existing one hundred seven and a half(107.5) foot monopole tower, owned by Crown Communications. The tower is located at 415 Elijahs Lane, Mattituck,New York,see Figure 1. SLIPP01`1 511-LICUll-C &' I.-*,qUiPl11C111 The purpose of the proposed modification is to allow the Applicant to add equipment for upgrades for fourth generation (4G) advanced wireless services, by adding new antennas and Z-- t� Remote Radio Heads (RRH) that will support higher speed wireless broadband. These modifications to the tower equipment will occur at the one hundred eight (108) foot level, C) Appendix, Exhibit A. The Applicant currently maintains six(6)antennas. It is proposed to replace the antenna platform and install six (6) new antennas and twelve (12) RRHs, see Appendix, Exhibit B. The existing six (6) coaxial feed lines will be replaces with four (4) fiber feed lines. New ground equipment will be installed within the existing Sprint equipment area. Town of Southold/SCTM41000-108-4-11.3 '~`� Sprint/Mattituck t ' Page t C. 0 N h U 11 1^ A N I I n c Structural Analysis The Applicant provided a structural analysis by B+T Group, dated December 27, 2017, based on ANSI/TIA-222-G, Class II and exposure category"C"standards. The report states that the tower with the existing and proposed equipment will be loaded to 96.1%while the foundation will be 88.7%,see Appendix, Exhibit C. Wireless applications, other than new support structures are governed under the Middle- ; Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound, or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act. The submitted application conforms to the requirements of Town codes and State of New York wind codes and structural integrity. Therefore, it is Cityscape's recommendation that the Town approve,the application with the following conditions: 1. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure;and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. 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 recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted; tir Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-108-4-11.3 �p elU, tsv e ' Sprint/Mattituck Page 1; 0NS €; , I' AN s . € � [EEOmm O DeLorme Street Atlas USA®2009 >:iE.Nh YIC3+t R1F ,5.. ,. ,r,n• , lira b •��`j f z yv � •s' a• 1 _ 1 i Figure 1 —Site Location Town of Southold/SCTM#1000-108-4-11.3 �`� � ;�VSs Sprint/Mattituck '. `- .: Page c 0 •2 5 ti I. T A W T 5 1 N C Appendix Town of Southold/SCTM#1000-108-4-11.3 Sprint Mattituck Pages pauTn SM PFM PAMO UT-IW-12 OPO 36 rosrmirptz ...... ICP CF EV-S :4 TGWRFRA Et-rV.-,tICS'•O' ACL REWSMWYPAMANTOM (TYP.OF 2 PER SECTOR,TOTAL OF AND NEW SPMNT RRW(PYP. P. OF EMSTRIG AMENHAS MY OTHERS], OF 4 PER SECTON TOTAL OF 12) ELEV AGL 0=4 OF EMSTIOG ANTEMIAS (SY 07HERS) �AGL r. QV EXISV14', ANIZINAS rCy OTHETS-L- AGL t=uOMTED TO FDLLCW E=TPM MM9 ROUIM TO PM LOCATIM OXMM FOML*=TO aS MUNM E)33-,M 10r-6' r-RAPE_ Exhibit A - Existing Support Structure Town of Southold/SCTM#1000-108-4-11.3fry Sprint/Mattituck ' Page C0NS0 €. A I S INC a i ANTEPM C)=NG 107'-8" ON P eN � # �auesT crrP.OF !AONOP= ; a PER SECTOR,TOTAL OP 0). y�r k l ISP Rm ON NEW MOUNT MP.OP a PER .j SECTOR.TOTAL OP 121 tl New 5Fmm x . Lt7w PWRLZ- MO-PA t2.-®t5M HAND RAIL FUT K w WE MOI PARTO WT-HZ42 �£ r Yj I Exhibit P—Proposed Antenna Configuration Town of Southold/SCTM#1000-108-4-11.3 4 Sprint/Mattituck Page 7 N ;N r I N c. . I I I 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Eievatlon(k) Component Size Critical P(K) Si °� Pass 1 Fail { E{ement (K) Capacity L1 107 5-71.75 g Foie ; TP28 726x24xo.219 1e -12.270 i 1282 360 X19.6 � Pass L.2 J 71.75-35 5 ` Po!e �TP35 0".,Q8.688x0 25 ( _2 •18.809 1710 580 95.9 Pass L3 35.s-o Po!e 4 TP40.2ax33.873x0 313 I� 3 _< -27.814_ 2739.690 96A i Pass Poi(0) 96A Pass fdzt;m= 96 t _ Pass s Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component --L Elevation (ft) %Capacity Pass/Fall Anchor Rocas _M_....._.__.. _ Base^ ( 72.7 _ Pass Base Plate Base _80.7 ! Pass 1 Base Foundation(Structural) i Base 70.2 j Pass { 1 I Base Foundation (Sail Interaction) Base z38 7 Pass Structure Rating (max from all components) I Exhibit C — Structural Analysis Summary I ! i �I i ! I ; EOtk S- 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 ;roper richert(a town:southold ri us; APPLICAXIONL FOR ELECTRICAL INSPECTIONry REQUESTED BY: Nicole-Rupolo -- _ _ __ _ Date:'_-, 4117Y Company Name: „ _Charles_M Dwyer-Inc -_- Name: Charles Dwyer - - License No.: =_ 4278-ME emai :,-nicoler@com-cell.com Address: _ 137y -Lincoln -Avenpp Hnlhrnnk Phone No. JOB SITE INFORMATION: (All Information Required) Name: - - - - - — -= - Address: 415 Elijah's Lane, Cross Street: __Majn-Road -__ - - Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Q° Block: _ Lot: 3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) -D-C-wiring of - - --- Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YESIssued 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 #.Under g round_Laterals 1. 2 H Frame Pole Work_done on Service? Additional Information: rp A,YMENT`DQE'WITH APPLICATtQN ; J, - DDD ^I APR 1 9 2019 . 82-Request for Inspection Formals Z V TOWN 01F SOIJ'Ir�� J SEP � 1 2018 SOU'Ulnld Town Elite owers"LP QExpcims in Wire-lessSite Devc1opinclit r September 20, 2018 SEP 2 0 2018 VIA HAND DELIVERY B UtMD Tc�,C,pylr, Town of Southold Building Department """'T MLD 54375 Main Rd Southold,N.Y. 11971 Re: Building Permit Application by Sprint Spectrum Realty Company, L.P. ("Sprint") to the Town of Southold,to maintain the upgrade of existing public utility wireless communication facility located at 415 Elijahs Lane Mattituck, New York, Nassau County Tax Map Designation Section: 108, Block: 04, Lot: 011.003. Sprint Site NY33XC688 Dear Madam or Sir, In connection with the above referenced Applications, enclosed are the following materials for submission to the Building Department: 1. One (1) completed Building Permit Application. 2. Check payable to the town of Southold in the amount of$500, for all applicable permit fees. 3. Four(4) Sets of Construction Drawings outlining proposed work, signed and sealed by a licensed design professional. 4. One (1) copy each of Proof of Insurance of.- a) General Contractor's Nassau County Home Improvement License. b) General Contractor's Certificate of NYS Worker's Compensation Insurance Coverage. c) Certificate of Liability Insurance,naming the town as an additional insured. 5. One (1) copy of the Structural Analysis Report. 6. One (1) copy of the Antenna Site FCC RF Compliance Assessment and Report. Should you have any questions,please feel free to contact me. Thank you. Regards, Negron Managing Member Elite Towers, LP e 44W.JefrynBlvd.,Suite Q5, Deer Park, NY 11729 ® P: 631-242-0403 F:516-706-5077 pF SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road CAR Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 '� z�C®UI�Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 17, 2019 Elite Towers LP C/O Tanya Negron 44 W. Jefryn Blvd., Suite Q5 Deer Park, New York 11729 'z� RE: Sprint,415 Elijahs Lane,Mattituck See attached inspection ticket from the Building Inspector, 0- TO TO WHOM IT MAY CONCERN: e A The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43227-Z co-location Corporate Office 1B00 Route 34,Suite 101 Wall,NJ 07719 FPZAk Regional Offices FRENCH & PARRELLO Hackettstown,NJ ASSOCIATES New York,NY nn �� ��nn(��/,� /� n DATE: July23, 2019 JOB NO: Seo below L IE77 LIQ �� ° uV U U1111��G,1L� ATTN: John Jarshin TO: Southold Building Department NY33XC688 2438-1303 BP#43227 54375 NY-25 Southold, NY 11971 Federal Express No. 7758 0916 9116 302-353-7470 WE ARE SENDING YOU ❑X Attached ❑ Under separate cover I via Federal Express the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ QTY. DATE NO. DESCRIPTION 1 Verification of Construction Letter (signed&sealed THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval 0 For your use ❑ Approved as noted ❑ Submit copies for distribution ❑X As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us �❑�❑�rL4 D Copy to: Lgt.T)V''T7r'T)Yy Signed: Peterj• T-"4, PElb" P:732.3129B00 FPAengineers.com F:732.312.9B01 n New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE Dm7r.,R] A A^A A^ 201330499 TWIN FORKS INSURANCE AGENCY 16 STATION RD STE 7 BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NW MANAGEMENT INC TOWN OF SOUTHOLD 55 COMMERCIAL STREET 54375 ROUTE 25 FREEPORT NY 11520 P.O. 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B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Y Signed 7/18/2018 a �4hl hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. 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Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance camers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. 1313-120.1 (10-17) �IIIIII110°°1°1°1°°1°1°(1°0�g11°7)°1111111 DATE(MMDD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 07/18/2018 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. 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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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DD POLICYEFF D INSR MM_ MM DY YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 V" COMMERCIAL GENERAL LIABILITY DAMAREMISEGE S Ea TO RENTED occurrence $ 300,000 P A CLAIMS-MADE Z OCCUR X X 680-6K115641-18-42 2/1/18 2/1/19 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER -PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY ✓ PRO LOC I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTOBODILY INJURY(Per person) $ ALL AUTOS AUTOS I,( SCHEDULED X X BA6K267845 4/1/18 2/1/19BODILYINJURY(Peraccident) $ B HIREDAUTOSNON-OWNED PROPERTY DAMAGE P.'.. ent $ AUTOS V/ UMBRELLA LIAB ✓ OCCUR EACH OCCURRENCE $ 10,000,000 C EXCESS LIAB CLAIMS-MADE X X EBU023207789 9/29/17 09/29/18 AGGREGATE $ 10,000,000 DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/FJCECUTIVE E L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ D NYS Disability DBL226216 Critinuous Statutory DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate Holder is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O. Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11973 AUTHORIZED REPRESENT TIVE - ©1988-201&A60RD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 5 T PiNNACIE TELECOM GROUP Professional and Technical Services ANTENNA SITE FCC RF COMPLIANCE ASSESSMENT ANd REPORT SPRINT SITE "NY33XC688" 415 EhjAN's LANE 8t ROUTE Z5 MATTITUCk, NY AugUST 23, 2018 14 RidcEdA[E AVENUE - SUITE 260 • CMAR KNolls, NJ 07927 973-451-1630 CONTENTS INTROdUCTION ANd SUMMARY 3 ANTENNA ANd TRANSMISSION DATA 5 COMPHANCE ANALYSIS 7 COMPLIANCE CONCLUSION 12 CERTIFICATION 13 ApPENdix A. BAckgROUNd ON THE FCC MPE LIMIT ApPENdix B. SUMMARY OF EXPERT QUAIMCATIONS 2 INTROdUCTION ANd SUMMARY At the request of Sprint, Pinnacle Telecom Group has prepared an independent expert assessment of potential radiofrequency (RF) exposure and FCC regulatory compliance for proposed modifications to an existing wireless base station operation on an existing monopole located at 415 Elijah's Lane and Route 25 in Mattituck, NY. Sprint refers to the antenna site by the code "NY33XC688", and its proposed operation involves directional panel antennas transmitting in the 860 MHz, 1900 MHz and 2500 MHZ bands licensed to it by the FCC. The FCC requires all wireless system operators to perform an assessment of potential human exposure to radiofrequency (RF) fields emanating from all the transmitting antennas at a site whenever antenna operations are added or modified, applying the Maximum Permissible Exposure (MPE) limit in the FCC's regulations, and ensuring compliance with those limits in areas of general public access. In this case, the compliance assessment needs to take into account the RF effects of other existing antenna operations at the site by AT&T, T-Mobile and Verizon Wireless. FCC regulations require any future antenna collocators to assess and assure continuing compliance based on the RF effects of all proposed and then-existing antennas at the site. This report describes a mathematical analysis of RF levels resulting around the site in areas of unrestricted public access, that is, at ground level around the site. The compliance analysis employs a standard FCC formula for calculating the effects of the antennas in a very conservative manner, in order to overstate the RF levels and to ensure "safe-side" conclusions regarding compliance with the FCC limit for safe continuous exposure of the general public. The results of a compliance assessment such as this can be described in layman's terms by expressing the calculated RF levels as simple percentages of the FCC MPE limit. If the reference for that limit is 100 percent, then calculated RF levels higher than 100 percent indicate the MPE limit is exceeded, while calculated RF levels lower than 100 percent indicate compliance with the limit. We can (and will) also 3 describe the results via the "plain-English" equivalent "times-below-the-limit" factor. The result of the FCC RF compliance assessment in this case is as follows: ❑ At street level, the conservatively calculated maximum RF level from the combination of proposed and existing antenna operations is 4.9144 percent of the FCC general population MPE limit — well below the 100- percent reference for compliance. In other words, even with the significant degree of conservatism incorporated in the analysis, the worst-case calculated RF level is still more than 20 times below the FCC limit established as safe for continuous human exposure to the RF emissions from antennas. ❑ The results of the calculations provide a clear demonstration that the RF levels from the combination of proposed and existing antenna operations at the site satisfy the FCC regulations and limit concerning RF safety. Moreover, because of the conservative methodology and incorporated assumptions, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. The remainder of this report provides the following: ❑ relevant technical data on the Sprint antenna operation, as proposed to be modified, as well as on the other existing antenna operations at the site; ❑ a description of the applicable FCC mathematical model for assessing MPE compliance, and- application of the relevant technical data to that model; and ❑ the results of the analysis, and the compliance conclusion for the site. In addition, two Appendices are included. Appendix A provides background on the FCC MPE limit, along with a list of key FCC references on compliance. Appendix B provides a summary of the qualifications of the expert certifying compliance for the subject antenna operations. 4 ANTENNA ANd TRANSMISSION DATA The table below summarizes the antenna and transmission data for the Sprint antenna operation, as proposed to be modified. General Data Frequency Bands 860 MHz, 1900 MHz, 2500 MHz Service Coverage Type Sectorized Antenna Type Directional Panel Antenna Centerline Height AGL 108 ft. 860 MHz Data Antenna Model Max. Gain RFS APXVSPP18-C-A20 15.5 dBi RF Channels_per Sector Two 50-watt channels 9900 MHz Data Antenna Model Max. Gain RFS APXVSPP18-C-A20 18.4 dBi RF Channels per Sector Four 45-watt channels 2500 MHz Data Antenna Model Max. Gain Commsco a DT465B-2XR-V2 18.3 dBi RF Channels-per Sector Four 5-watt channels and four 10-watt channels The area at street level around the site is of interest in terms of potential RF exposure of the general public, so the antenna's vertical-plane emission characteristic is used in the compliance calculations. Figure 1 that follows shows the vertical-plane pattern of the proposed Sprint antenna model in the 2500 MHz frequency band. In this type of antenna radiation pattern diagram, the antenna is effectively pointed at the three o'clock position (the horizon) and the relative strength of the pattern at different angles is described using decibel units. Note that the use of a decibel scale to describe the relative pattern at different angles actually serves to significantly understate the actual focusing effects of the antenna. Where the antenna pattern reads 20 dB the relative RF energy emitted at the corresponding downward angle is 1/1000' of the maximum that occurs in the main beam (at 0 degrees); at 30 dB, the energy is only 1/1,000' of the maximum. The automatic pattern-scaling feature of our internal software 5 may skew side-by-side visual comparisons of different antenna models, or even different parties' depictions of the same antenna model. Figure 1.Commscope DT465B-2XR-V2—2500 MHz Vertical-Plane Pattern l I 0 deg horizon 5 dB/division As noted at the outset, there are other existing wireless antenna operations to include in the compliance assessment. For each of the wireless carriers, we will conservatively assume operation with maximum channel capacity and at maximum transmitter power in each of their respective FCC-licensed frequency bands. AT&T is licensed to operate in the 700, 850, 1900 and 2300 MHz frequency bands. In the 700 MHz band, AT&T uses four 40-watt RF channels per sector. In the 550 MHz band, AT&T uses four 30-watt channels and one 40-watt channel per sector. In the 1900 MHz band, AT&T uses four 30-watt channels and one 40-watt channel per sector. In the 2300 MHz band, AT&T uses four 25-watt channels per sector. 6 T-Mobile is licensed to operate in the 700 MHz, 1900 MHz and 2100 MHz frequency bands. In the 700 MHz band, T-Mobile uses one 40-watt channel per sector. In the 1900 MHz band, T-Mobile uses two 7.5-watt channels and two 40- watt channels per sector. In the 2100 MHz band, T-Mobile uses one 40-watt channel and one 120-watt channel per sector. Verizon Wireless is licensed to operate in the 746, 869, 1900 and 2100 MHz frequency bands. In the 746 MHz band, Verizon uses two 60-watt channels per antenna sector. In the 869 MHz band, Verizon uses eight 20-watt channels per antenna sector. In the 1900 MHz band, Verizon uses three 16-waft channels and two 60-watt channels per antenna sector. In the 2100 MHz band, Verizon uses two 90-watt channels per sector. COMPLIANCE ANA1ySIS FCC Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65") provides guidelines for mathematical models to calculate the RF levels at various points around transmitting antennas. At street-level around an antenna site (in what is called the "far field" of the antennas), the RF levels are directly proportional to the total antenna input power and the relative antenna gain in the downward direction of interest — and the levels are otherwise inversely proportional to the square of the straight-line distance to the antenna. Conservative calculations also assume the potential RF exposure is enhanced by reflection of the RF energy from the intervening ground. Our calculations will assume a 100% "perfect', mirror-like reflection, the worst-case approach. The formula for street-level compliance assessment for any given antenna operation is as follows: MPE% = (100*TxPower* 10(Gmax-Vdisd10) *4)/(MPE*4ic* Rz) where MPE% = RF level, expressed as a percentage of the MPE limit applicable to continuous exposure of the general public 7 100 = factor to convert the raw result to a percentage TxPower = maximum net power into antenna sector, in milliwatts, a function of the number of channels per sector,the transmitter power per channel, and line loss 10 (cmax-vdisdio) = numeric equivalent of the relative antenna gain in the downward direction of interest; data on the antenna vertical-plane pattern is taken from manufacturer specifications 4 = factor to account for a 100-percent-efficient energy reflection from the intervening ground, and the squared relationship between RF field strength and power density (2z=4) MPE = FCC general population MPE limit R = straight-line distance from the RF source to the point of interest, centimeters The MPE% calculations are performed out to a distance of 500 feet from the facility to points 6.5 feet (approximately two meters, the FCC-recommended standing height) off the ground, as illustrated in Figure 2, below. antenna height from R antenna bottom to 6.5'above ground level 0 500 Ground Distance D from the site Figure 2. Street-level MPE%Calculation Geometry 8 It is popularly understood that the farther away one is from an antenna, the lower the RF level — which is generally but not universally correct. The results of MPE% calculations fairly close to the site will reflect the variations in the vertical- plane antenna pattern as well as the variation in straight-line distance to the antennas. Therefore, RF levels may actually increase slightly with increasing distance within the range of zero to 500 feet from the site. As the distance approaches 500 feet and beyond, though, the antenna pattern factor becomes less significant, the RF levels become primarily distance-controlled, and as a result the RF levels generally decrease with increasing distance, and are well understood to be in compliance. FCC compliance for a collocated antenna site is assessed in the following manner. At each distance point along the ground, an MPE% calculation is made for each antenna operation, and the sum of the individual MPE% contributions at each point is compared to 100 percent, the normalized reference for compliance with the MPE limit. We refer to the sum of the individual MPE% contributions.as "total MPE%", and any calculated total MPE% result exceeding 100 percent is, by definition, higher than the FCC limit and represents non-compliance and a need to mitigate the potential exposure. If all results are consistently below 100 percent, on the other hand, that set of results serves as a clear and sufficient demonstration of compliance with the MPE limit. The following conservative methodology and assumptions are incorporated into the MPE% calculations on a general basis: 1. The antennas are assumed to be operating continuously at maximum power in each frequency band. 2. The power-attenuation effects of shadowing or other obstructions to the line-of-sight path from the antenna to the point of interest are ignored. 3. The calculations intentionally minimize the distance factor (R) by assuming a 6'6" human and performing the calculations from the bottom (rather than the centerline) of each operator's lowest-mounted antenna, 9 as applicable. 4. The potential RF exposure at ground level is assumed to be 100-percent enhanced (increased) via a "perfect", mirror-like field reflection from the intervening ground. The net result of these assumptions is to intentionally and significantly overstate the calculated RF levels relative to the RF levels that will actually occur—and the purpose of this conservatism is to allow "safe-side" conclusions about compliance with the MPE limit. The table that follows provides the results of the street-level MPE% calculations for each antenna operation, with the overall worst-case result highlighted in bold in the last column. 10 ~ ' ' ' � 11 As indicated, even with the significant degree of conservatism built into the calculations, the maximum calculated RF level at street level is 4.9144 percent of the FCC general population MPE limit. A graph of the overall calculation results, provided below, probably provides a clearer visual illustration of the relative compliance of the calculated RF levels. The line representing the overall calculation results shows a clear, consistent margin to the•FCC compliance limit. COMPLIANCE ASSESSMENT RESULTS Normalized FCC MPE Limit Total MPE% Results 120 pW, 100 Q. 80 0 a 60 a� 40 --- 0 20 0 0 100 200 300 400 500 Distance-(ft) COMPLIANCE CONCLUSION According to the FCC, the MPE limit has been constructed in such a manner that continuous human exposure to RF emissions up to and including 100 percent of the MPE limit is acceptable and completely safe. As described, the analysis in this case shows that the maximum calculated RF level at street level from the combination of proposed and existing antenna operations at the site is 4.9144 percent of the FCC general population MPE limit. 12 o In other words, the worst-case calculated RF level is more than 20 times below the limit established as safe for continuous human exposure to the RF emissions from antennas. The results of the calculations provide a clear demonstration of compliance with the FCC MPE limit. Moreover, because of the conservative calculation methodology and operational assumptions we applied in the analysis, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. CERTIFICATION The undersigned certifies as follows: 1. I have read and fully understand the FCC regulations concerning RF safety and the control of human exposure to RF fields (47 CFR 1.1301 et seq). 2. To the best of my knowledge, the statements and information disclosed in this report are true, complete and accurate. 3. The analysis of site RF exposure levels' and assessment of regulatory compliance provided herein is consistent with the applicable FCC regulations, additional guidelines issued by the FCC, and industry practice. 4. The results of the analysis-indicate that the potential RF exposure levels at the subject site demonstrate compliance with the FCC regulations and limit concerning the control of potential human exposure to the RF emissions from antennas. 8/23/18 Joseph Menio Date RF Engineer 13 AppENdiX A. BAckgROUNd ON TIE FCC MPE LIMIT FCC Regulations and the MPE Limit As directed by the Telecommunications Act of 1996, the FCC has established limits for maximum continuous human exposure to RF fields. The FCC maximum permissible exposure (MPE) limits represent the consensus of federal agencies and independent experts responsible for RF safety matters. Those agencies include the National Council on Radiation Protection and Measurements (NCRP), the Occupational Safety and Health Administration (OSHA), the National Institute for Occupational Safety and Health (NIOSH), the American National Standards Institute (ANSI), the Environmental Protection Agency (EPA), and the Food and Drug Administration (FDA). In formulating its guidelines, the FCC also considered input from the public and technical community—notably the Institute of Electrical and Electronics Engineers (IEEE). The FCC's RF exposure guidelines are incorporated in Section 1.301 et seq of its Rules and Regulations (47 CFR 1.1301-1.1310). Those guidelines specify MPE limits for both occupational and general population exposure. The specified continuous exposure MPE limits are based on known variation of human body susceptibility in different frequency ranges, and a Specific Absorption Rate (SAR) of 4 watts per kilogram, which is universally considered to accurately represent human capacity to dissipate incident RF energy (in the form of heat). The occupational MPE guidelines incorporate a safety factor of 10 or greater with respect to RF levels known to represent a health hazard, and an additional safety factor of five is applied to the MPE limits for general population exposure. Thus, the general population MPE limit has a built-in safety factor of more than 50. The limits were constructed to appropriately protect humans of both sexes and all ages and sizes and under all conditions — and continuous exposure at levels equal to or below the applicable MPE limits is considered to result in no adverse health effects or even health risk. The reason for two tiers of MPE limits is based on an understanding and assumption that members of the general public are unlikely to have had appropriate RF safety training and may not be aware of the exposures they receive; occupational exposure in controlled environments, on the other hand, is assumed to involve individuals who have had such training, are aware of the exposures, and know how to maintain a safe personal work environment. The FCC's RF exposure limits are expressed in two equivalent forms, using alternative units of field strength (expressed in volts per meter, or Wm), and power density (expressed in milliwatts per square-centimeter, or mW/cm2). The table on the next page lists the FCC limits for both occupational and general population exposures, using the mW/cm2 reference, for the different radio frequency ranges. 14 Frequency Range(F) Occupational Exposure General Public Exposure (MHz) (MW/CM2) (MW/CM2) 0.3 - 1.34 100 100 1.34-3.0 100 180/V 3.0-30 900/F 2 180/F2 30-300 1.0 0.2 300- 1,500 F/300 F/ 1500 1,500 - 100,000 5.0 1.0 The diagram below provides a graphical illustration of both the FCC's occupational and general population MPE limits. Power Density (mWlcm2) 100 Occupational ------ General Public 5.0 ` 1.0 0.2 -----' 14 0.3 1.34 3.0 30 300 1,500 100,000 Frequency(MHz) Because the FCC's RF exposure limits are frequency-shaped, the exact MPE limits applicable to the instant situation depend on the frequency range used by the systems of interest. 15 n The most appropriate method of determining RF compliance is to calculate the RF power density attributable to a particular system and compare that to the MPE limit applicable to the operating frequency in question. The result is usually expressed as a percentage of the MPE limit. For potential exposure from multiple systems, the respective percentages of the MPE limits are added, and the total percentage compared to 100 (percent of the limit). If the result is less than 100, the total exposure is in compliance; if it is more than 100, exposure mitigation measures are necessary to achieve compliance. Note that the FCC "categorically excludes" all "non-building-mounted" wireless antenna operations whose mounting heights are more than 10 meters (32.8 feet) from the routine requirement to demonstrate compliance with the MPE limit, because such operations "are deemed, individually and cumulatively, to have no significant effect on the human environment". The categorical exclusion also applies to all point-to-point antenna operations, regardless of the type of structure they're mounted on. Note that the FCC considers any facility qualifying for the categorical exclusion to be automatically in compliance. FCC References on Compliance 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310(Radiofrequency radiation exposure limits). FCC Second Memorandum Opinion and Order and Notice of Proposed Rulemaking (FCC 97-303), In the Matter of Procedures for Reviewing Requests for Relief From State and Local Regulations Pursuant to Section 332(c)(7)(B)(v) of the Communications Act of 1934 (WT Docket 97-192), Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation (ET Docket 93-62), and Petition for Rulemaking of the Cellular Telecommunications Industry Association Concerning Amendment of the Commission's Rules to Preempt State and Local Regulation of Commercial Mobile Radio Service Transmitting Facilities, released August 25, 1997. FCC First Memorandum Opinion and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released December 24, 1996. FCC Report and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released August 1, 1996. FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields°, Edition 97-01,August 1997. FCC Office of Engineering and Technology (OET) Bulletin 56, "Questions and Answers About Biological Effects and Potential Hazards of RF Radiation", edition 4, August 1999. 16 t 9 , AppENdix B. SUMMARY Of ExpERT QUAIMCATIONS Joseph Menio, RF Engineer, Pinnacle Telecom Group, LLC Synopsis: •Over 15 years wireless RF engineering experience, including network design and implementation, interference analysis, FCC and FAA regulatory matters, and antenna site compliance with FCC RF exposure regulations. • Have performed RF engineering and FCC compliance work for all the major wireless carriers—AT&T,Verizon Wireless, Sprint,T-Mobile, and MetroPCS, as well as Crown Castle. • Have performed RF engineering and FCC compliance work for Public Safety radio systems such as NYPD, NYDOT, Holmdel PD. • Have served as an expert witness on RF engineering and/or FCC RF compliance more than 200 times before municipal boards in New York and New Jersey • Have performed drive testing as well as managed drive testing teams. • Have performed In-Building DAS Engineering for wireless carries as well as Public Safety repeater systems. • Have been involved in the Merger and Asset selection of Sprint/Nextel and T-Mobile/Metro PCS. Education: r • Bachelor of Science in Information Systems, Minor in management at New Jersey Institute of Technology, Newark, NJ,2003 with cumulative GPA of 3.4 Current Responsibilities . Manages PTG staff work involving FCC RF compliance for wireless antenna sites, including the provision of math- and measurements-based site compliance reports, related expert testimony in municipal hearings, and compliance-related support in client meetings with prospective site landlords and in town meetings • Provides math-based FCC compliance assessments and reports for PTG's wireless clients, including AT&T, Verizon Wireless,T-Mobile, Sprint, MetroPCS, and Crown Castle. Prior Experience: • Have performed as a Senior RF engineer at Piercon Solutions a sub-contractor for—T-Mobile, Sprint,Verizon and MetroPCS—in the New York, New Jersey, and Philadelphia markets. 17 Jf3 December 27, 2017 B+T GRP Cheryl Schultz John W. Kelly P.E. Engineering, D.P.C. Crown Castle 1717 S. Boulder, Suite 300 3530 Toringdon WaySuite 300 Tulsa, OK 74119 Charlotte, NC 28277 (918)587-4630 (704)405-6632 btwo@btgrp.com Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Carrier Site Number: NY33XC688 Carrier Site Name: NY33XC688 Crown Castle Designation: Crown Castle BU Number: 843211 Crown Castle Site Name: Mattituck Crown Castle JDE Job Number: 469257 Crown Castle Work Order Number: 1504706 Crown Castle Application Number: 414128 Rev. 0 Engineering Finn Designation: Project Number: 108396.002.01 Site Data: Elijah's Lane, Mattituck,Suffolk County, NY Latitude 400 59'57.79", Longitude-720 30'40.17" 107.5 Foot-Monopole Tower Dear Cheryl Schultz, We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1122033, in accordance with application 414128, revision 0. 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: Existing+ Reserved+Proposed Equipment Sufficient Capacity Note-See Table 1 and Table 2 for the proposed and existing/reserved loading,respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3-second gust wind speed of 135 mph converted to a nominal 3-second gust wind speed of 105 mph per section 1609.3 1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor, Kzt, of 1 and Risk Category II were used in this analysis. All equipment proposed In this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects pleaseive us a call. Structural analysis prepared by: Brant Lozano ()F NE1�7;� Respectfully submitted by: John W. Kelly P E. Engineering, D.P.C. 1` COA: 0012619 Expires: 06/30/2020 John W. Kelly, P.E. tnxTower Report-version 7.0 5.1 7/ (/ 064 December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CCI BU No 843211 Project Number 108396.002.01,Application 414128,Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—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 7 0.5 1 December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CC/BU No. 843211 Project Number 108396 002.01,Application 414128, Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5 ft. Monopole tower designed by Summit in November of 2000. The tower was originally designed for a wind speed of 90 mph per TIA/EIA-222-F. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 105 mph with no ice, 50 mph with 0.75 inch Ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer I . . I :Lines Size(in) 3 Alcatel Lucent 190OMHZ RRH (65MHZ) 6 Alcatel Lucent 80OMHZ 2X50W RRH 108.0 108.0 3 Alcatel Lucent TD-RRH8X20-25 4 1-1/4 -- 3 Commscope DT46513-2XR 3 Rfs Celwave APXVSPP18-C-A20 Table 2-Existing and Reserved Antenna and Cable Information ,Center Mounting Line Number ' Antenna Number. Feed Level(ft) Elevation of Manufacturer Antenna Model 'of Feed 'Line Note (ft) Antennas Lines Size(in) 108 0 108 0 � 6 I Decibel J 980H90T2A-M � 6 11-1/4 13 1 1 -- I Sector Mount[SM 901-3] -- -- 1 3 Alcatel Lucent B25 RRH4X30 3 Alcatel Lucent RRH2X40-07-L i 6 Andrew CBC819-DF-9-DCB 6 Andrew ETB19G8-12UB 3 1-5/8 98 0 98.0 3 3/8 1 3 Andrew SBNHH-1 D65A 2 7/8 6 Kathreln 80010121 Ii 1 Raycap DC6-48-60-18-8F 1 -- I Platform Mount[LP 1201-1] 3 TAlcatel Lucent 1 1313 RRH 4X30 3 Alcatel Lucent B4 RRH2X60-4R 1 Css X7CAP-FRO-440-VRO 2 Css X7CQAP-445-VRO 1 1-1/4 2 78.0 78.0 4 Css X7CQAP-465-VRO 2 Jma Wireless X7CAP-465-VRO 1 Raycap RXXDC-3315-PF-48 1 -- I Platform Mount[LP 1201-1] 12 7/8 1 62.0 3 Ericsson AIR 21 1 1-1/4 2 610 3 Remec S20057A1 61.0 1 -- T-Arm Mount[TA 702-3] 12 7/8 1 Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed;Not consider in this analysis tnxTower Report-version 7 0.5 1 1 December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CC/BU No. 843211 Project Number 108396.002.01,Application 414128, Revision 0 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines " Size(in) (ft) 1 Generic 14' LP Platform 107.5 107.5 9 Decibel DB980H PCS -- -- 1 GPS Antenna W/Mount 98 98 3 Generic 10' T-Arm Mount - -- 12 Swedcom ALP-11011-N 1 Generic 14' LP Platform 88 88 12 Andrew SMR-08-09011 78 78 1 Generic 14' LP Platform -- 12 Swedcom ALP-11011-N 62.5 62.5 1 Generic Tri Antenna Mount W/Arms - -- 3 EMS RR90-17-OODP PCS Panel 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks " Reference Source j Online Application Sprint PCS Co-Locate, Rev#0 I 414128 CCI Sites Tower Manufacturer Drawing Summit Manufacturing, Job No. 29200-1703 4840867 CCI Sites Foundation Drawing Summit Manufacturing, Job No. 29200-1703 4840859 CCI Sites Geotech Report Tectonic, Date 11/15/2000 4840866 CCI Sites Antenna Configuration Crown CAD Package Date: 12/20/2017 CCI Sites 3.1) Analysis Method tnxTower(version 7 0.5.1), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. This analysis may be affected if any assumptions are not valid or have been made in error.We should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 7 0 5 1 i December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CCI BU No 843211 Project Number 108396.002 01,Application 414128, Revision 0 Page 5 4)ANALYSIS RESULTS • Table 5-Section Capacity(Summary) Section Component - -Critical SF*P_allow No. Elevation(ft), - Type Size; Element' P•(K) (K); Capacity, 'Pass/Fall L1 107.5-71 75 Pole TP29 726x24x0.219 1 -12270 1282.360 496 Pass L2 71 75-355 Pole TP35 094x28 688x0 25 2 -18809 1710 580 959 Pass L3 355-0 Pole TP40 28x33.873x0 313 3 -27814 2739 690 961 Pass Summary Pole(L3) 961 Pass i Rating= 96.1 Pass Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation_(ft), .%Capacity ; Pa"ss/,Fail 1 ( Anchor Rods Base 727 Pass 1 Base Plate Base 80.7 Pass 1 Base Foundation (Structural) Base 702 Pass 1 Base Foundation (Soil Interaction) Base 88.7 Pass Structure Rating(max_from all Components)- 96.1% Notes 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the final load configuration. No modifications are required at this time. tnxTower Report-version 7 0 5 1 APPENDIX A TNXTOWER OUTPUT _ 1075ft i E DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 3/4'x 4'(E) 1695 (2)ETBI9GB-12UB(E) 98 ' (2)Side Lighting(Per Photo) 108 (2)5'x 2"Pipe Mount(E) 98 ' APXVSPPl8-C-A20 wl Mount Pipe(P) 108 (2)5'x 2"Pipe Mount(E) 98 i APXVSPPI8-C-A20 w/Mount Pipe(P) 108 (2)5'x 2"Pipe Mount(E) _198 _ I I APXVSPPI8-C-A20_w/Mount Pipe(P) 108 _Platform Mount[LP 1201-11(E)__ 198 DT465B-2XR wl Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) 78 ' DT465B-2XR w/Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) 178 ' 6T465B-2XR w/Mount Pipe(P) 108 (2)X7COAP465-VRO w/Mount Pipe 78 m (2)80OMHZ 2X50W RRH(P) 108 (R) ' m H o n H (2)80OMHZ 2X50W RRH(P) 108 (2)X7COAP-465-VRO w/Mount Pipe 78 c " i (2)80OMHZ 2X50W RRH(P) 108 X7CAP-FRO440-VRO w/Mount Pipe ' I 190OMHZ RRH(65MHZ)(P) 108 (R) 1900MHZ RRH(65MHZ)(P) 108 i (2)X7CQAP-445-VRO w!Mount Pipe 78 1900MHZ RRH(65MHZ)(P) 108 (R) 3 i ' TD-RRHBX20.25(P) 108 B4 RRH2X60-4R(R) 178 TD-RRHBX20-25(P) 108 B4 RRH2X60.4R(R) 178 20-25 P) 108 LU ( B4 RRH2X6g-4R(R) 78 I (2)5'x 2"Pipe Mount(E) 108 B13 RRH 4X30(R) '78 (2)5'x 2"Pipe Mount(E) 108 ata RRH 4X30(R) 78 ' I (2)5'x 2"Pipe Mount(E) 108I B13 RRH 4X30(R) 178 !I 3 Sector Mount[SM 901-31(E) 108 RXXDC-3315-PF-48(R) 178 718 it SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) 178 - SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) 178 SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) '78 I (2)800 10121 w/Mount Pipe(E) 98 Platform Mount ILP 1201-1](E) 178 ' (2)800 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) 161 ' (2)600 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) 161 i RRH2X40-07-L(E) 98 AIR 21 w/Mount Pipe(R) 161 i RRH2X40-07-L(E) 98 320057AI(R) 161 RRH2X40-07-1-(E) 98 S20057A1(R) 161 ' 6C6-48-60-18-BF(E) 98 S20057A1(R) 161 825 RRH4X30(E) 98 6'x 2'Mount Pipe(E) '61 o $ 825 RRH4X30(E) 98 6'x 2"Mount Pipe(E) 161 0 o v m m m 825 RRH4X30(E) 98 6'x 2"Mount Pipe(E) 161 o M O (2)CBC819-DF-9-DCB(E) 98 T-Arm Mount[TA 702-31(E) 161 < (2)CBCS19.OF-9-DCB(E) 98 Side Arm Mount[SO 102-3](Per 161 1 1 (2)CBC819-OF-9-DCB(E) 98 Photo) (2)ETB19G8-121JB(E) 98 (2)ETB19G8-12UB(E) 98 i MATERIAL STRENGTH I GRADE Fy Fu I GRADE I Fy Fu ' I A607-60 160 ksi 175 ksi I A607-65 165 ksi 180 ksi —V 4 _ TOWER DESIGN NOTES 35 5 ft 1 Tower Is located In Suffolk County,New York i i 2 Tower designed for Exposure C to the TIA-222-G Standard 3 Tower designed for a 105 mph basic wind In accordance with the TIA-222-G Standard i 4 Tower Is also designed for a 50 mph basic wind with 0 75 In Ice Ice Is considered to Increase j in thickness with height 5 Deflections are based upon a 60 mph wind ' ALL REA6 Tower Structure Class II i ARE FAG7 Topographic Category 1 with Crest Height of 0 000 ft i 8 TOWER RATING 96 1% ' I AXIAL c i I 52K N a I SHEAR:J-�MOMENT 1 1 6 K 525 kip-ft j 1 , ! TORQUE 0 kip-ft I i 50 mph WIND-0 750/n ICE AXIAL 1 I 28 K SHE1 i I i KA– MOMENT 26 ' I 26 K 2141 kip-ft 0011 TORQUE 1 kip-ft REACTIONS-105 mph WIND rn r i m �- John W.Kelly P.E.Engineering,D.P.C. oD 108396.002.01-MATTITUCK,NY(BU#84321 o� 1717 S. Boulder,Suite 300 Project 10+'-r Tulsa,OK 74119 Client Crown Castle Drawn by Dlvakara App'd c�r�r-� Phone (918)587-4630 Code TIA-222-G Date 12/22/17 Scale NTS FAX 918 295-0265 Path Dwg No E-1 TIA-222-G - 105 mph/50 mph 0.750 in Ice Exposure C Maximum Values -VX Vz Mx Mz Global Mast Shear(K) Global Mast Moment(kip-ft) 0 50 0 500 1000 1500 2000 2500 107500I I 10750 I I + I I I A I L I I + I I I I I I I I 1 + I ( I I I I I I I I I I L I I t l l ! I f l 1 t ! 1 I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I I I I I 11 I 1 I I I I I I I I I I I I I I + I I I 1 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I l l l + I I I I I I + I I I I I I I I ( I I I I I I I I I I I I 1 I I I I I 1 i I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 i l l I I I I I 71750 I I I I I { 1 I I I I + I 1 1 71750 I II I I I I I I I 1 1 1 I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I t I I I I I I I I I ! I I I I I I I I 1 1 + I I I I ( I I I I I I I I I I 1 I'� 0 1 1 I I I I I I I I I I I 1 1 1 i l l > 1 I I I I I I I I I I I l f i l l W I I I I I 1 1 I I I I I I I I I I 1 ! 35 50C 35 500 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I 1 1 1 1 1 I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 1 1 1 I I 1 1 1 1 1 1 1 1 I l 1 1 1 I I I 1 I ! I I I I I I I I 1 1 1 11 7 1 S '1 , I I ( I I I I 1 1 1 1 1 1 I t \ 1 I I I •�� I I I I 1 1 1 1 + + I I t ' I \ I i I I I I I I I I I I I I I I I I I I t I I I I I I I I 1 1 I I I I I I \ 1 0 oa 1 1 0 Doo 0 50 0 500 1000 1500 2000 2500 �- John W.Kelly P.E.Engineering,D.P.G lob 108396.002.01-MATTITUCK,NY(BU#84321 J� 1717 S. Boulder,Suite 300 Project E3--r G12 F� Tulsa,OK 74119 Client Crown Castle Drawn by Dlvakara App'd Phone (918)587-4630 Code TIA-222-G Date 12/22/17 scale NTS FAX (918)295-0265_ Path Dwg No E-4 TIA-222-G -Service-60 mph Maximum Values Deflection (in) Tilt(deg) Twist(deg) 0 5 10 15 0 05 1 15 0 005 01 107 50C 1 1107500 I I I I I I I I I I I I I I I I I 1 1 I l i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I 1 I -'- -f-}-- - -*- -- - -�-'- -!- -1-L--J-J-L- --�-1-1--I- --1--1--1_-J 175 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I 1 1 1 1 I I I I I I I I $ I I I I I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I ! ! I I I I I I I I i I I i i j 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I i I I w 1 1 1 1 I I I I 1 1 1 1 I I I I i I I I I I I I I 1 I I I I I i LLI I I I I I ! 135 500 i I I I 1 I i i I I I I 1 I I i 1 I i I I I I 1 I I 1 i I I i 1 I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I 1 I I i I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I ! I ! I 000 0 5 10 15 0 05 1 15 0 005 01 �- John W.Kelly P.E.Engineering,D.P.C. °h 108396.002.01-MATTITUCK,NY(BU#84321 1717 S. Boulder,Suite 300 Project Client Crown Castle Drawn by Dlvakara App'd e.�.«-r �rz r-> Tulsa,OK 74119 Phone (918)587-4630 code TIA-222-G Date 12/22/17 scale NTS FAX 918 295-0265 Path Dwg No E-5 Feed Line Distribution Chart 0' -107'6" Round Flat App In Face App Out FaceTruss Leg 107500 Face A Face B Face C 107500 98000 98000 l 78 000 78 000 71750 _ ______ ____________ i371750 61000 a 61000 IN v v Q � 7 r — � m Q v N W LL LL m IA 3 o ' m m Lu M m N N m i LL 35 500 ______ _____ C W N m Q LL ILLI. K LL _____ � l.LLf N ° no 0 000 0 000 �— John W.Kelly P.E.Engineering,D.P.0 ob 108396.002.01-MATTITUCK,NY(BU#84321 1717 S Boulder,Suite 300 Project Client Crown Castle lira""ny Dtvakara App'd Tulsa,OK 74119 code Dale s�aie Phone (918)587-4630 TIA-222-G 12/22/17 NTS FAX 918 295-0265 Path Dwg No E-7 Page fnxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Pa g 1 of 16 i Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle FAX (918)295-0265 Divakara lower-Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Nominal ice thickness of 0.750 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50.000 IF. 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. 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-Honzontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 4 Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Protect Wind Area of Appurt Use TIA-222-G Bracing Resist Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC 6D+W Combination --77-q,--,-'"T'~?' Poles' _ .T. ' 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 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 LI 107 500-71750 35 750 3 750 18 24 000 29 726 0 219 0 875 A607-60 (60 ksi) L2 71750-35 500 40 000 4 500 18 28 688 35 094 0 250 1 000 A607-60 (60 ksi) - e tnxTower Job 108396.002 01 -MATTITUCK, NY(BU#843211) Page 2 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle Divakara FAX (918)295-0265 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius _ ft ,/1 ft Sides in to in in L3 35 500-0 000 40 000 18 33 873 40 280 0 313 1 250 A607-65 (65 ksi) Tapered :Pole Properties Section Tip Dia Area I r C I/C J It/Q w w/t in in' in in in in in' nY in Ll 24 370 16 512 1179 768 8 442 12192 96 766 2361 088 8 257 3 839 1755 30 185 20 487 2253 609 10 475 15 101 149 238 4510 184 10 246 4 847 22 157 L2 29 740 22 565 2305 556 10 095 14 573 158 203 4614 145 11 285 4 609 18 436 35 635 27 649 4241 001 12 370 17 828 237 888 8487 583 13 827 5 737 22 946 L3 35 128 33 288 4736 873 11 914 17 208 275 277 9479 978 16 647 5 412 17 317 40 901 39 643 8000 467 14 188 20 462 390 987 16011 461 19 825 6 539 20 926 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) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft' in in in in Ll I 1 1 107 500-7175 0 L2 1 1 1 71750-35 500 L3 1 1 1 35 500-0 000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter ft in in klf HB114-1-0813U4-M5J(1-1/4) B Surface Ar 107 500-0 000 4 4 -0450 1 540 0 001 (P) (CaAa) -0350 RFF-24SM-1206-618-APE(1-1/4 B Surface Ar 78000-0000 1 1 -0490 1 310 0 001 (CaAa) -0460 (R) *d* LCF78-50JA(7/8) A Surface Ar 61000-0000 12 12 0 100 1 090 0 000 (E) (CaAa) 0 350 MLE HYBRID A Surface Ar 61000-0000 1 1 0 060 1 250 0 001 3POWER/6FIBER RL 2(1-1/4) (CaAa) 0 090 (R) *d* Safety Line 3/8 C Surface At 107 500-0 000 1 1 -0310 0 375 0 000 (E) (CaAa) -0300 *d* Feed Line/Linear Appurtenances - Entered As Area Job Page MxToweY 108396.002.01 -MATTITUCK, NY(BU#843211) 3 of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Allow Component Placement Total CAA,i Weight or Shield Type Number Leg 11 frlft klf *d* LDF2-50(3/8) B No Inside Pole 98000-0000 2 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0 000 V Ice 0 000 0 000 LDF7-50A(1-5/8) B No Inside Pole 98000-0000 12 No Ice 0 000 0 001 (E) 1/2"Ice 0 000 0 001 1"Ice 0.000 0 001 FB-L98B-034-)C XXXX B No Inside Pole 98000-0000 1 No Ice 0 000 0 000 (3/8) 1/2"Ice 0 000 0 000 (E-Inside Conduit) 1"Ice 0 000 0 000 WR-VG66ST-BRD(7/8) B No Inside Pole 98000-0000 2 No Ice 0 000 0 001 (E-Inside Conduit) I/2"Ice 0 000 0 001 1"Ice 0 000 0 001 2"Rigid Conduit B No Inside Pole 98000-0000 1 No Ice 0 000 0 003 (E) 1/2"Ice 0 000 0 003 1"Ice 0 000 0 003 *d* LDF5-50A(7/8) B No Inside Pole 78000-0000 12 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0 000 1"Ice 0000 0 000 *d* Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CA14A CAA,i Weight Section Elevation In Face Out Face ft fr' ,/11 fr' ft-' K Ll 107 500-71 750 A 0 000 0 000 0 000 0 000 0 000 B 0 000 0 000 22 841 0 000 0 591 C 0 000 0 000 1 341 0 000 0 008 L2 71750-35 500 A 0 000 0 000 36 541 0 000 0.115 B 0 000 0 000 27 079 0 000 0 903 C 0 000 0 000 1 359 0 000 0 008 L3 35 500-0 000 A 0 000 0 000 50 871 0 000 0 160 B 0 000 0 000 26 519 0 000 0 884 C 0 000 0 000 1 331 0 000 0 008 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CA14A CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' ft' fr ft' K L 1 107 500-71750 A 1 657 0 000 0 000 0 000 0 000 0 000 B 0 000 0 000 45 225 0 000 1 094 C 0 000 0 000 13 187 0 000 0 155 L2 71750-35 500 A 1 574 0 000 0 000 63 892 0 000 0 829 B 0.000 0 000 59 688 0 000 1 593 C 0 000 0 000 13 371 0 000 0 157 L3 35 500-0 000 A 1 410 0 000 0 000 87 624 0 000 1 095 B 0 000 0 000 57 130 0 000 1 516 C 0 000 0 000 12 506 0 000 0 141 - e WxTower Job Pa 108396.002.01 -MATTITUCK, NY(BU#843211) g 4 of 16 i John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Feed Line Center of Pressure Section Elevation CP,y CPZ CP, CPZ Ice Ice ft in in in in L] 107 500-71750 0 182 -0720 0 342 -0712 L2 71750-35 500 -0392 -1438 -0307 -1497 L3 35 500-0 000 -0583 -1688 -0522 -1771 Shielding Factor Ka Totiver Feed Line Description Feed Line K K Section Record No Segment Elev No Ice Ice Ll 2 HB114-1-0813U4-M5J(1-1/4 71 75-107 50 10000 10000 Ll 11 RFF-24SM-1206-618-APE(1- 7175-7800 10000 10000 1/4) Ll 17 Safety Line 3/8 7175-10750 1 0000 1.0000 L1 14 LCF78-50JA(7/8) 7175-6100 10000 10000 Ll 15 MLE HYBRID 7175-6100 10000 10000 3POWER/6FIBER RL 2(1-1/4) L2 2 HB114-1-0813U4-M5J(1-1/4 3550-7175 10000 10000 L2 11 RFF-24SM-1206-618-APE(1- 3550-7175 10000 10000 1/4) L2 14 LCF78-50JA(7/8) 3550-6100 10000 10000 L2 15 MLE HYBRID 3550-6100 10000 10000 3POWER/6FIBER RL 2(1-1/4) L2 17 Safety Line 3/8 3550-7175, 10000, 10000 Discrete Tower Loads Description Face Offset Offsets. Azimuth Placement CA, C,,AA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft .R' fr' K ft ft (2)Side Lighting C None 0 000 108 000 No Ice 0 133 0 133 0 005 (Per Photo) 1/2"Ice 0 194 0 194 0 007 1"Ice 0 267 0 267 0 010 Lightning Rod 3/4"x 4' C None 0 000 109 500 No Ice 0 300 0 300 0 030 (E) 1/2"Ice 0 715 0 715 0 033 1"Ice 1 001 1 001 0 039 *d* APXVSPPI8-C-A20 w/ A From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Job tnxTower Jo108396.002 01 -MATTITUCK, NY(BU#843211) Page5 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17.04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX (918)295-0265 Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert /t ft fr' fr' K ft ft Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 V Ice 9 346 9 021 0 227 APXVSPPI8-C-A20 w/ B From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 V Ice 9 346 9 021 0 227 APXVSPPI8-C-A20 w/ C From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 1"Ice 9 346 9 021 0 227 DT465B-2XR w/Mount Pipe A From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 V Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe B From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 1"Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe C From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 1"Ice 10 439 9 718 0 245 (2)800MHZ 2X50W RRH A From Leg 4 000 0 000 108 000 No Ice 2 134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1 946 0 074 0 000 1"Ice 2 512 2 127 0 098 (2)800MHZ 2X50W RRH B From Leg 4 000 0 000 108 000 No Ice 2 134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0.000 1"Ice 2 512 2 127 0 098 (2)800MHZ 2X50W RRH C From Leg 4 000 0 000 108 000 No Ice 2 134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0 000 1"Ice 2 512 2 127 0 098 1900MHZ RRH(65MHZ) A From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 1"Ice 2 728 2 794 0 111 1900MHZ RRH(65MHZ) B From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 1"Ice 2 728 2 794 0 111 1900MHZ RRH(65MHZ) C From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 V Ice 2 728 2 794 0 111 TD-RRH8X20-25 A From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 1"Ice 4 557 1 901 0 128 TD-RRH8X20-25 B From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 1"Ice 4 557 1 901 0 128 TD-RRH8X20-25 C From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 1"Ice 4 557 1 901 0 128 (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 I"Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount C From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 Sector Mount[SM 901-3] C None 0 000 108 000 No Ice 12 900 12 900 1 257 (E) 1/2"Ice 17 160 17 160 1 432 1"Ice 21 420 21 420 1 607 *d* S£0 0 6£9 0 9LI I 031,.1 0000 LZO 0 8Z5 0 8£0 I aaI..Z/I 0000 (a) OZO 0 172170 6060 aaI ON 00086 0000 00017 20-1 moil 0 WIZ 1-80619121(Z) 5£0 0 6£9 0 9LI I 031,.1 0000 LZO 0 8Z9 0 8£0 I 031.Z/1 0000 (g) OZO 0 172170 6060 aaI ON 00086 0000 000 b 20'I moll g SnZI-8061 GIST(Z) 5£0 0 6£9 0 9LI 1 331,.1 0000 LZO 0 8Z9 0 8£0 I aaI..Z/I 0000 (g) OZO 0 172170 6060 aaI ON 00086 0000 00017 207 moll d 9fIZ1-81061212(Z) ZIO 0 6£Z 0 17Z9 0 031..I 0000 8000 6LI 0 Z£5 0 aaI..Z/I 0000 (d) 1700 0 9ZI 0 L17170 aaI ON 00086 0000 00017 907 moll 3 93Q-6-JU-6I8DgD(Z) Z10 0 6£Z 0 1729 0 331..I 0000 8000 6LI 0 Z£5 0 aaI..Z/I 0000 fig) 400 0 9ZI 0 Lob 0 aaI ON 00086 0000 000 b $a'I mal g UOU-6-AG-618DED(Z) ZIO 0 6£Z 0 1729 0 001A 0000 8000 6LI 0 Z£S 0 0012/1 0000 (g) 1700 0 9ZI 0 L17170 aaI ON 00086 0000 00017 237 iuoJd v gOQ-6-J(1-618DgD(Z) 6600 901 Z £65 Z 901.11 0000 SLO 0 OZ6 1 £6£Z 0312/1 0000 (a) 9900 Z17L I OOZ Z aaI ON 00086 0000 000 b 207 umJl 0 0£X17HUU SZg 6600 901 Z £65 Z 001.1 0000 SLO 0 OZ6 I £6£Z 0'3I,.Z/1 0000 fig) 9900 Z17L I OOZ Z aaI ON 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9170 9 17£Z 9 931J[ 000 0 VII 0 IS£S £18 S aaI..Z/I 0000 (3) 9900 00917 88£S aaI ON 00086 0000 00017 $07 moid d adid junoW Im IZI01 008(Z) 17L1 0 8999 OZ8 9 031,.1 0000 (g) 171 10 1969 06£9 aaI..Z/I 0000 adid 1900 0619 1796 S aaI ON 00086 0000 00017 207 moil D junoW/m V59QI-HHNHS 17LI 0 8999 OU 9 aaI 1.1 0000 (g) 17110 1969 06£9 aaI..Z/I 0000 adid 1900 0619 1796 S aaI ON 00086 0000 00017 $07 moll g junoW/m d59QI-HHNgS 17L 10 8999 OZ8 9 0311.1 0000 fig) 17i I 0 1969 06£9 001.,Z/1 0000 adid 1900 0619 17969 aaI ON 00086 0000 00017 507 moJl d junoW/m b'S9QI-HHNSS Jf X if o Jf JdaA IndaJn7 Sal apIS Juodl JuaugsziPV z10H addL do motam J,rD NVrO Juauraanld yJnuazV slasffO JasffO agog uoudidasaQ BJB�EA�Q S9Z0-S6Z(816) XV.d I( au6isa 9I1Siso umojo Of96-68f(816) auoyd q p 0 ;uall� 61166 NO'nspzs 00£aJn:S'dappiog S 6161 LUZZ/Z6 LVVOIL 0d•Q`-Qul.raaulgug :fi a;eQ ;aafad d dllax ifl u:10f 9�10 9 6Z£b8 me)AN NoniL vim- 60700'96fi806 daMDIxNl abed qor Job Page �nxTower 108396.002.01 -MATTITUCK, NY(BU#843211) 7 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft o ft f 2 ftz K ft ft (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount C From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 Platform Mount[LP 1201-1] C None 0 000 98 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 P Ice 30 500 30 500 2 900 *d* X7CAP-465-VRO w/Mount A From Leg 4 000 0 000 78 000 No Ice 5 798 4 732 0 051 Pipe 0 000 1/2"Ice 6206 5 394 0 102 (R) 0 000 P Ice 6 617 6 040 0 159 X7CAP-465-VRO w/Mount B From Leg 4 000 0 000 78 000 No Ice 5 798 4 732 0 051 Pipe 0 000 1/2"Ice 6206 5 394 0 102 (R) 0 000 1"Ice 6 617 6 040 0 159 (2)X7CQAP-465-VRO w/ A From Leg 4 000 0 000 78 000 No Ice 6 600 4 732 0 056 Mount Pipe 0 000 1/2"Ice 7 018 5 394 0 111 (R) 0 000 1"Ice 7 440 6 040 0 173 (2)X7CQAP-465-VRO w/ B From Leg 4 000 0 000 78 000 No Ice 6 600 4 732 0 056 Mount Pipe 0 000 1/2"Ice 7 018 5 394 0 111 (R) 0 000 1"Ice 7 440 6 040 0 173 X7CAP-FRO-440-VRO w/ C From Leg 4 000 0 000 78 000 No Ice 10 338 4 691 0 067 Mount Pipe 0 000 1/2"Ice 10 821 5 356 0 140 (R) 0 000 1"Ice 11 308 6 000 0 219 (2)X7CQAP-445-VRO w/ C From Leg 4 000 0 000 78 000 No Ice 8204 4 364 0 058 Mount Pipe 0 000 1/2"Ice 8 643 5 034 0 119 (R) 0 000 1"Ice 9 086 5 687 0 187 B4 RRH2X60-4R A From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 V Ice 3 877 2 477 0 105 134 RRH2X60-4R B From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 1"Ice 3 877 2 477 0 105 B4 RRH2X60-4R C From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 1"Ice 3 877 2 477 0 105 B13 RRH 4X30 A From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 1"Ice 2 433 1 638 0 093 B13 RRH 4X30 B From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 V Ice 2 433 1 638 0 093 B 13 RRH 4X30 C From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 1"Ice 2 433 1 638 0 093 RXXDC-3315-PF-48 B From Leg 4 000 0 000 78 000 No Ice 3 708 2 192 0 032 (R) 0 000 1/2"Ice 3 950 2 395 0 062 0 000 1"Ice 4200 2 606 0 097 5'x 2"Pipe Mount A From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 5'x 2"Pipe Mount B From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 Job InxToweY Jo108396.002.01 -MATTITUCK, NY(BU#843211) Page8 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft o Jt ft2 ft, K ft ft 0 000 1"Ice 1 703 1 703 0 048 5'x 2"Pipe Mount C From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 Platform Mount[LP 1201-I] C None 0 000 78 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 1"Ice 30 500 30 500 2 900 *d* AIR 21 w/Mount Pipe A From Leg 2000 0 000 61 000 No Ice 6 115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 AIR 21 w/Mount Pipe B From Leg 2000 0 000 61 000 No Ice 6 115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 AIR 21 w/Mount Pipe C From Leg 2000 0 000 61 000 No Ice 6 115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 S20057A 1 A From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 I/2"Ice 0 817 0 444 0 016 1 000 I"Ice 0 937 0 541 0 023 S20057A I B From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 S20057AI C From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 6'x 2"Mount Pipe A From Leg 2000 0 000 61 000 No Ice 1425 1 425 0 022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 6'x 2"Mount Pipe B From Leg 2000 0 000 61 000 No Ice 1 425 1 425 0 022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 6'x 2"Mount Pipe C From Leg 2000 0 000 61 000 No Ice 1 425 1 425 0 022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 T-Arm Mount[TA 702-3] C None 0 000 61 000 No Ice 5 640 5 640 0 339 (E) 1/2"Ice 6 550 6 550 0 429 1"Ice 7 460 7 460 0 519 Side Arm Mount[SO 102-3] C None 0 000 61 000 No Ice 3 000 3 000 0 081 (Per Photo) 1/2"Ice 3 480 3 480 0 111 1"Iee 3 960 3 960 0 141 *d* Load,Combinations Comb Description No 1 Dead Only 2 12 Dead+1 6 Wind 0 deg-No Ice 3 0 9 Dead+l 6 Wind 0 deg-No Ice 4 12 Dead+1 6 Wind 30 deg-No Ice ' e MxTower Job Pa 108396.002.01 -MATTITUCK, NY(BU#843211) g 9 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04.17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Dlvakara Comb Description No. 5 0 9 Dead+1 6 Wind 30 deg-No Ice 6 1 2 Dead+1 6 Wind 60 deg-No Ice 7 0 9 Dead+1 6 Wind 60 deg-No Ice 8 12 Dead+1 6 Wind 90 deg-No Ice 9 0 9 Dead+1 6 Wind 90 deg-No Ice 10 12 Dead+1 6 Wind 120 deg-No Ice 11 0 9 Dead+1 6 Wind 120 deg-No Ice 12 12 Dead+1 6 Wind 150 deg-No Ice 13 0 9 Dead+1 6 Wind 150 deg-No Ice 14 12 Dead+l 6 Wind 180 deg-No Ice 15 0 9 Dead+1 6 Wind 180 deg-No Ice 16 12 Dead+1 6 Wind 210 deg-No Ice 17 0 9 Dead+l 6 Wind 210 deg-No Ice 18 12 Dead+1 6 Wind 240 deg-No Ice 19 0 9 Dead+1 6 Wind 240 deg-No Ice 20 12 Dead+1 6 Wind 270 deg-No Ice 21 0 9 Dead+1 6 Wind 270 deg-No Ice 22 12 Dead+1 6 Wind 300 deg-No Ice 23 0 9 Dead+1 6 Wind 300 deg-No Ice 24 12 Dead+1 6 Wind 330 deg-No Ice 25 0.9 Dead+1 6 Wind 330 deg-No Ice 26 12 Dead+1 0 Ice+l 0 Temp 27 12 Dead+1 0 Wind 0 deg+1 0 Ice+l 0 Temp 28 12 Dead+1 0 Wind 30 deg+1 0 Ice+l 0 Temp 29 12 Dead+1 0 Wind 60 deg+1 0 Ice+1 0 Temp 30 12 Dead+1 0 Wind 90 deg+1 0 Ice+1 0 Temp 31 12 Dead+1.0 Wind 120 deg+1 0 Ice+1 0 Temp 32 12 Dead+I 0 Wind 150 deg+1 0 Ice+l 0 Temp 33 12 Dead+1 0 Wind 180 deg+I 0 Ice+l 0 Temp 34 12 Dead+1 0 Wind 210 deg+1 0 Ice+1 0 Temp 35 12 Dead+1 0 Wind 240 deg+1 0 Ice+I 0 Temp 36 12 Dead+1 0 Wind 270 deg+l 0 Ice+1 0 Temp 37 12 Dead+1 0 Wind 300 deg+1 0 Ice+l 0 Temp -38 12 Dead+I 0 Wind 330 deg+l 0 Ice+l 0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wmd 60 deg-Service 42 Dead+Wmd 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wmd 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wmd 210 deg-Service 47 Dead+Wmd 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb K lap-ft lap ft Ll 1075-7175 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -28217 -0321 0 454 Max Mx 8 -12280 -370095 0 625 Max My 2 -12312 -0529 369 451 Max Vy 8 19 070 -370095 0 625 Max Vx 2 -18835 -0529 369 451 Max Torque 15 0 603 Page InxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Pa g 10 of 16 r .john W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,State 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Dlvakara Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb K kip-ft kip-ft L2 7175-355 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -39459 -0018 2 588 Max Mx 8 -18815 -1135 149 6 222 Max My 2 -18836 -5609 1126 673 Max Vy 8 23 604 -1135149 6 222 Max Vx 2 -23369 -5609 1126 673 Max Torque 15 0 602 L3 355-0 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -52225 0 730 5 595 Max Mx 20 -27815 2135 234 -9709 Max My 2 -27815 -11136 2118 288 Max Vy 20 -26205 2135 234 -9709 Max Vx 2 -25977 -11136 2118 288 Max Torque 15 0 600 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb Pole Max Vert 36 52 225 6 432 -0020 Max H. 20 27 847 26 171 -0 138 Max H. 3 20 885 -0138 25 943 Max M, 2 2118 288 -0138 25 943 Max M. 8 2135 213 -26171 0 138 Max Torsion 15 0 599 0 138 - -25943 Min Vert 13 20 885 -12966 -22399 Min H, 8 27 847 -26171 0 138 Mm H, 14 27 847 0 138 -25943 Min Ma 14 -2115404 0 138 -25943 Min M. 20 -2135234 26 171 -0138 Min Torsion 3 -0595 -0138 25 943 Tower Mast Reaction Summary Load Vertical Shear,, Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip-ft kip-ft kip-ft Dead Only 23 206 0 000 0 000 -1 155 0 012 0 000 12 Dead+1 6 Wind 0 deg-No 27 847 0 138 -25943 -2118288 -11 136 0 594 Ice 0 9 Dead+l 6 Wind 0 deg-No 20 885 0 138 -25943 -2094786 -11026 0 595 Ice 12 Dead+1 6 Wind 30 deg-No 27 847 13 205 -22536 -1840220 -1077264 0 486 Ice 0 9 Dead+1 6 Wind 30 deg-No 20 885 13.205 -22536 -1819765 -1065514 0 487 Ice 12 Dead+1 6 Wind 60 deg-No 27 847 22 733 -13091 -1069485 -1854713 0 249 Ice 0 9 Dead+1 6 Wind 60 deg-No 20 885 22 733 -13091 -1057453 -1834471 0 250 Ice 12 Dead+l 6 Wind 90 deg-No 27 847 26 171 -0138 -12592 -2135213 -0054 Ice �nxToweY Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page11 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04.17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone. (918)587-4630 Crown Castle Divakara FAX (918)295-0265 Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip-ft lapft k7p-Jt 0 9 Dead+1 6 Wind 90 deg-No 20 885 26 171 -0138 -12108 -2111910 -0053 Ice 12 Dead+1 6 Wind 120 deg- 27 847 22 596 12 852 1047 323 -1843624 -0344 No Ice 0 9 Dead+1 6 Wind 120 deg- 20 885 22 596 12 852 1036 227 -1823491 -0344 No Ice 12 Dead+1'6 Wind 150 deg- 27 847 12 966 22 399 1826 250 -1057988 -0544 No Ice 0 9 Dead+1 6 Wind 150 deg- 20 885 12 966 22 399 1806 645 -1046429 -0544 No Ice 12 Dead+1 6 Wind 180 deg- 27 847 -0 138 25 943 2115 404 11 166 -0598 No Ice 0 9 Dead+1 6 Wind 180 deg- 20 885 -0138 25 943 2092 653 11 051 -0599 No Ice 12 Dead+1 6 Wind 210 deg- 27 847 -13205 22 536 1837 340 1077 297 -0490 No Ice 0 9 Dead+1 6 Wind 210 deg- 20 885 -13205 22 536 1817 627 1065 540 -0491 No Ice 12 Dead+1 6 Wind 240 deg- 27 847 -22733 13 091 1066 600 1854 740 -0250 No Ice 0 9 Dead+1 6 Wind 240 deg- 20 885 -22733 13 091 1055 312 1834 494 -0251 No Ice 12 Dead+I 6 Wind 270 deg- 27 847 -26171 0 138 9 709 2135 234 0 057 No Ice 0 9 Dead+1 6 Wind 270 deg- 20 885 -26171 0 138 9 969 2111 927 0 057 No Ice 12 Dead+1 6 Wind 300 deg- 27 847 -22596 -12852 -1050200 1843 643 0 348 No Ice 0 9 Dead+1 6 Wind 300 deg- 20 885 -22596 -12852 -1038362 1823 507 0 348 No Ice 12 Dead+1 6 Wind 330 deg- 27 847 -12966 -22399 -1829122 1058 012 0 544 No Ice 0 9 Dead+1 6 Wind 330 deg- 20 885 -12966 -22399 -1808777 1046 449 0 545 No Ice 12 Dead+1 0 Ice+l 0 Temp 52 225 -0000 -0000 -5595 0 730 -0000 12 Dead+1 0 Wind 0 deg+1 0 52 225 0 020 -6154 -513 158 -0971 0 104 Ice+1 0 Temp 12 Dead+I 0 Wind 30 deg+1 0 52 225 3 112 -5340 -446022 -255922 0 074 Ice+l 0 Temp 12 Dead+1 0 Wind 60 deg+1 0 52 225 5 369 -3095 -260893 -442101 0 023 Ice+1 0 Temp 12 Dead+1 0 Wind 90 deg+1 0 52 225 6 432 -0020 -7377 -523456 -0033 Ice+l 0 Temp 12 Dead+1 0 Wind 120 52 225 5 349 3 060 246 598 -440393 -0081 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 150 52 225 3 077 5 320 432 979 -252962 -0107 deg+1 0 Ice+I 0 Temp 12 Dead+1 0 Wind 180 52 225 -0020 6 154 501 824 2 448 -0 105 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 210 52 225 -3112 5 340 434 687 257 399 -0074 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 240 52 225 -5369 3 095 249 558 443 577 -0023 deg+1 0 Ice+1 0 Temp 12 Dead+l 0 Wind 270 52 225 -6432 0 020 -3958 524 931 0 033 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 300 52 225 -5349 -3060 -257932 441 867 0 081 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 330 52 225 -3077 -5320 -444312 254 437 0 107 deg+1 0 Ice+1 0 Temp Dead+Wind 0 deg-Service 23 206 0 025 -4737 -385601 -2017 0 110 Dead+Wind 30 deg-Service 23 206 2 411 -4115 -335 113 -195623 0 090 Page tnxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) 12 of 16 i Project Date John W.Kelly P.E. Engineering,D.P.C. 17.04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft kap fl kip ft Dead+Wind 60 deg-Service 23 206 4 151 -2390 -195152 -336810 0 046 Dead+Wind 90 deg-Service 23 206 4 779 -0025 -3221 -387747 -0010 Dead+Wind 120 deg-Service 23 206 4 126 2 347 189 253 -334785 -0064 Dead+Wind 150 deg-Service 23 206 2 368 4 090 330 697 -192115 -0101 Dead+Wind 180 deg-Service 23 206 -0025 4 737 383 210 2034 -0110 Dead+Wind 210 deg-Service 23 206 -2411 4 115 332 722 195 640 -0090 Dead+Wind 240 deg-Service 23 206 -4 151 2 390 192 761 336 827 -0046 Dead+Wind 270 deg-Service 23 206 -4779 0 025 0 830 387 764 0 010 Dead+Wind 300 deg-Service 23 206 -4126 -2347 -191644 334 802 0 064 Dead+Wind 330 deg-Service 23 206 -2368 -4090 -333087 192 132 0 101 Solution Summa Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb K K K K K K 1 0 000 -23206 0 000 0 000 23 206 0 000 0000% 2 0 138 -27847 -25943 -0138 27 847 25 943 0000% 3 0 138 -20885 -25943 -0138 20 885 25 943 0000% 4 13 205 -27847 -22536 -13205 27 847 22 536 0000% 5 13 205 -20885 -22536 -13205 20 885 22 536 0000% 6 22 733 -27847 -13091 -22733 27 847 13 091 0000% 7 22 733 -20885 -13091 -22733 20 885 13 091 0000% 8 26 171 -27847 -0138 -26171 27 847 0 138 0000% 9 26 171 -20885 -0138 -26171 20 885 0 138 0000% 10 22 596 -27847 12 852 -22596 27 847 -12852 0000% 11 22 596 -20885 12 852 -22596 20 885 -12852 0000% 12 12 966 -27847 22 399 -12966 27 847 -22399 0000% 13 12 966 -20885 22 399 -12966 20 885 -22399 0000% 14 -0138 -27847 25 943 0 138 27 847 -25943 0000% 15 -0138 -20885 25 943 0 138 20 885 -25943 0000% 16 -13205 -27847 22 536 13 205 27 847 -22536 0000% 17 -13205 -20885 22 536 13 205 20 885 -22536 0000% 18 -22733 -27847 13 091 22 733 27 847 -13091 0000% 19 -22733 -20885 13 091 22 733 20 885 -13091 0000% 20 -26171 -27847 0 138 26 171 27 847 -0138 0000% 21 -26171 -20885 0 138 26 171 20 885 -0138 0000% 22 -22596 -27847 -12852 22 596 27 847 12 852 0000% 23 -22596 -20885 A2852 22 596 20 885 12 852 0000% 24 -12966 -27847 -22399 12 966 27 847 22 399 0000% 25 -12966 -20885 -22399 12 966 20 885 22 399 0000% 26 0 000 -52225 0 000 0 000 52 225 0 000 0000% 27 0 020 -52225 -6154 -0020 52 225 6 154 0000% 28 3 112 -52225 -5340 -3 112 52 225 5 340 0000% 29 5 369 -52225 -3095 -5369 52 225 3 095 0000% 30 6 432 -52225 -0020 -6432 52 225 0 020 0000% 31 5 349 -52225 3 060 -5349 52 225 -3060 0000% 32 3 077 -52225 5 320 -3077 52 225 -5320 0000% 33 -0020 -52225 6 154 0 020 52 225 -6 154 0000% 34 -3 112 -52225 5 340 3 112 52 225 -5340 0000% 35 -5369 -52225 3 095 5 369 52 225 -3095 0000% 36 -6432 -52225 0 020 6 432 52 225 -0020 0000% 37 -5349 -52225 -3060 5 349 52 225 3 060 0000% 38 -3077 -52225 -5320 3 077 52 225 5 320 0000% 39 0 025 -23206 -4737 -0025 23 206 4 737 0000% 40 2 411 -23206 -4 115 -2411 23 206 4 115 0000% 41 4 151 -23206 -2.390 -4151 23 206 2 390 0000% 42 4 779 -23206 -0025 -4779 23 206 0 025 0000% i Job tnxTower Jo108396.002.01 -MATTITUCK, NY(BU#843211) Page13 of 16 1 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 ' Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Sum ofApplied Forces Sum ofReacthons Load PX Py PZ PX Py PZ %Error Comb. K K K K K K 43 4 126 -23206 2 347 -4126 23 206 -2347 0000% 44 2 368 -23206 4 090 -2368 23 206 -4090 0000% 45 -0025 -23206 4 737 0 025 23 206 -4737 0000% 46 -2411 -23206 4 115 2 411 23 206 -4115 0000% 47 -4151 -23206 2 390 4151 23 206 -2390 0000% 48 -4779 -23206 0 025 4 779 23 206 -0025 0000% 49 -4126 -23206 -2347 4126 23 206 2 347 0000% 50 -2368 -23206 -4090 2 368 23 206 4 090 0000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of oTles Tolerance Tolerance I Yes 4 000000001 0.00000001 2 Yes 5 000000001 000005018 3 Yes 4 000000001 000062619 4 Yes 6 000000001 000007106 5 Yes 5 000000001 000062805 6 Yes 6 000000001 000007005 7 Yes 5 000000001 000061851 8 Yes 4 000000001 000068070 9 Yes 4 000000001 000034604 10 Yes 6 000000001 000006862 11 Yes 5 000000001 000060658 12 Yes 6 000000001 000007009 13 Yes 5 000000001 000062030 14 Yes 4 000000001 000045493 15 Yes 4 000000001 000019166 16 Yes 6 000000001 000006959 17 Yes 5 000000001 000061493 18 Yes 6 000000001 000007050 19 Yes 5 000000001 000062302 20 Yes 4 000000001 000045733 21 Yes 4 000000001 000018873 22 Yes 6 0.00000001 000006991 23 Yes 5 0.00000001 000061805 24 Yes 6 000000001 000006854 25 Yes 5 000000001 000060586 26 Yes 4 000000001 000003415 27 Yes 5 000000001 000033009 28 Yes 5 000000001 000046523 29 Yes 5 000000001 000046573 30 Yes 5 000000001 000033399 31 Yes 5 000000001 000044825 32 Yes 5 000000001 000045124 33 Yes 5 000000001 0.00032350 34 Yes 5 000000001 000045340 35 Yes 5 000000001 000045418 36 Yes 5 000000001 000033393 37 Yes 5 000000001 000046266 38 Yes 5 000000001 000045827 39 Yes 4 000000001 000004852 40 Yes 4 000000001 000031959 41 Yes 4 000000001 000030575 42 Yes 4 000000001 0.00003842 43 Yes 4 000000001 000028925 WxToweY Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page14 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17.04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone. (918)587-4630 Crown Castle Dlvakara FAX (918)295-0265 44 Yes 4 000000001 000031042 45 Yes 4 000000001 000004435 46 Yes 4 000000001 000029580 47 Yes 4 000000001 000031001 48 Yes 4 000000001 000003716 49 Yes 4 000000001 000031039 50 Yes 4 000000001 000028876 Maximum Tower Deflections -Service Wind Section Elevation Harz. Gov Tilt Tivist No Deflection Load ft in Comb. o ° Ll 1075-7175 14 604 41 1 067 0 001 L2 755-355 7 779 41 0 921 0 001 L3 40-0 2 268 41 0 509 0 000 Critical Deflections and Radius of Curvature-- Service Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb in o o ft 109 500 Lightning Rod 3/4"x 4' 41 14 604 1 067 0 001 46497 108 000 (2)Side Lighting 41 14 604 1 067 0 001 46497 98 000 SBNHH-1D65A w/Mount Pipe 41 12 501 1 038 0 001 24472 78 000 X7CAP-465-VRO w/Mount Pipe 41 8 273 0 940 0 001 7880 61 000 AIR 21 w/Mount Pipe 41 5 143 0 777 0 001 4964 Maximum Tower Deflections - Design Wind Section Elevation Harz Gov Tilt Tivist No Deflection Load ft in Comb ° L 1 1075-7175 80 245 6 5 872 0 004 L2 755-355 42 774 6 5 072 0 004 L3 40-0 12 478 6 2 803 0 001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o o ft 109 500 Lightning Rod 3/4"x 4' 6 80 245 5 872 0 004 8625 108 000 (2)Side Lighting 6 80 245 5 872 0 004 8625 98 000 SBNHH-I D65A w/Mount Pipe 6 68 705 5 717 0 004 4538 78 000 X7CAP465-VRO w/Mount Pipe 6 45 488 5 177 0 004 1458 61 000 AIR 21 w/Mount Pipe 6 28 285 4 276 0 003 913 ' - e tnxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 15 of 16 1 Project Date John W.Kerry P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX (918)295-0265 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P„ r P. Ratio No. Pn ft ft ft int K K opn L1 1075-7175 TP29 726x24x0 219 35 750 0 000 00 20 070 -12270 1282 360 0 010 (1) L2 71 75-35 5(2) TP35 094x28 688x0 25 40 000 0 000 00 27 077 -18809 1710 580 0 011 L3 355-0(3) TP40 2803 873x0 313 40 000 0 000 00 39 643 -27814 2739 690 0 010 Pole Bending Design,Data Section Elevation Size M- Om Ratio M,ry 04y Ratio No M M,Y f kip-ft kipft OM k+P-ft kip-ft �My Ll 1075-7175 TP29 726x24x0 219 370 368 762 474 0 486 0 000 762 474 0 000 (1) L2 7175-35 5(2) TP35 094x28 688x0 25 1137 975 1200 925 0 948 0 000 1200 925 0 000 L3 355-0(3) TP40 2803 873x0.313 2140 975 2251 742 0 951 0 000 2251 742 0 000 Pole Shear Design Data Section Elevation Size Actual V, Ratio Actual OT, Ratio No V V. T„ T ft K K 0V kip ft kip ft �T L1 1075-7175 TP29 726x24x0 219 19 135 641 179 0 030 0 251 1526 817 0 000 (1) L2 7175-35 5(2) TP35 094x28 688x0 25 23 668 855 290 0 028 0 250 2404 792 0 000 L3 355-0(3) TP40 2803 873x0 313 26 268 1369 850 0 019 0 249 4508 992 0 000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow Criteria No P„ M,« M,ry V. T„ Stress Stress .1t OPn OM OMn„ 0V, 0T Ratio Ratio Ll 107 5-71 75 0 010 0 486 0 000 0 030 0 000 0 496 1 000 4 8 2 (1) V L2 7175-35 5(2) 0 011 0 948 0 000 0 028 0 000 0 959 1 000 4 8 2 Y - - WxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page16of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04.17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow. Criteria No P„ M— M,ry V. T. Stress Stress .11 P. Om— OM 0y OT Ratio Ratio L3 355-0(3) 0 010 0 951 0 000 0 019 0 000 0 961 1 000 482 6/ Section CaPacitY Table Section Elevation Component Size Critical P ePA— % Pass No ./t Type Element K K Capacity Fail Ll 1075-71.75 Pole TP29 726x24x0 219 1 -12270 1282 360 496 Pass L2 7175-355 Pole TP35 094x28 688x0 25 2 -18809 1710 580 959 Pass L3 355-0 Pole TP40 2803 873x0 313 3 -27814 2739 690 961 Pass Summary Pole(L3) 961 Pass RATING= 96.1 Pass Program Version 7 0 5 1 APPENDIX B BASE LEVEL DRAWING RESERVED) 1) 1-1/4'TO 78 FT DUEL INSMUM-TO BE REMOVED) 1)3/8'M 78 Fi LEVEL INSTALLED) 12)7/e'TO 78 FT LEVEL 4)R�S�)TO 108 FT LEVEL INSTALLED-70 BE RE110VED) (RE-) 8) 1-1/4'TO 108 FT LEVEL 1) 1-1/4'70 81 FT LEVEL ROMED ij iiALLED Toe FT LEVET) 0000 12)77/8-TO 81 FT LEVEL / INSULLED-IN CONDUIT) / 1)3/8'70 88 Fi LEVEL 2)7/8'TO 88 FT LEVEL // \\ 2) 8-M 98 Fr LEVEL TO 88 Fr LEVEL ' Q4 Q1 I ' Q3 Q2 I QNSfALLED) • (1) 1/2'TO LOWER LIGIMMG CLIMBING PEGS W/SAFETY CLIMB BUSINESS UNIT:843211 APPENDIX C ADDITIONAL CALCULATIONS Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Comer). 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BUM 843211 TIA Revision: G Site Name: MATI-ITUCK,NY Factored Moment,Mu. 2141 ft-kips App#: 414128 Rev.#0 Factored Axial,Pu: 28 kips Anchor Rod Data Factored Shear,Vu, 26 kips Eta Factor,n 0.5 TIA G(Fig 4-4) Qty. 12 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G-->Max Rod(Cu+Vu/r)): 188.9 Kips Yield,Fy: 75 ksi Axial Design Strength,(D*Fu*Anet. 260.0 Kips Strength,Fu: 100 ksi Anchor Rod Stress Ratio: 72.7% Pass Bolt Circle: 47 in Anchor Spacing, 6 lin Plate Data Base Plate Results Flexural Check PL Ref.Data W=Side: 46 in Base Plate Stress: 40.0 ksi Yield Line(in), Thick: 2.5 in PL Design Bending Strength,(D*Fy 49.5 ksi 24.77 Grade: 55 ksi Base Plate Stress Ratio: 80.7% Pass Max PL Length, Clip Distance: 6 in 24.77 N/A-Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld. N/A Weld Type: ** Vertical Weld: N/A Groove Depth: <--Disregard Plate Flex+Shear,fb/Fb+(fv/Fv)A2. N/A Groove Angle: <--Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)A2• N/A Fillet H.Weld: in Plate Comp.(AISC Bracket): N/A Fillet V.Weld: in Pole Results Width: in Pole Punching Shear Check: N/A Height: in Thick: in Max PL Length Notch: in Yield Line Grade: ksi # Anchors 5t 5t at corner= t= BASE PL Weld str.: ksi Qty/4 THICKNESS CL Anchor, Typ STIFFENED CONFIGURATION ASSUMED IN TOOL G BC G1 � Pole Data 0 T Diam: 40.28 in input clear Space Thick: 0.3125 to °�%o I �at B C for Single Grade: 65 ksi ;Anchor Case #of Sides: 18 "0"IF Round it- Sp �� G9,p Pole w/ F DIAM = D Anchor Spacing Some As Stiffener Spacing, Except for Si rile Corner Anchor (Input Clear Space) Note for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2 0 Analysis Date:22-12-2017 Drilled Pier Foundation ' CROWN BU#: 843211 - CASTLE Site Name: MATTITUCK,NY App.Number:1414128Rev#0 TIA-222 Revison G Tower Type Monopole nalXsis Results • Soil Lateral Capacity Compression U hft Comp. Uplift D,(ft from TOC) 687 Moment ki -ft 2141 Sod Safety Factor 1 50 Axial Force kis 28 Max Moment(kip-ft) 2345 74 Shear Force kis 261 Rating 887% Soil Vertical Capacity Compression uplift Material Properties.._ Skin Friction(kips) 19349 Concrete Strength,fc 1 311 ksi I End Bearing(kips) 25447 Rebar Strength,Fy 60 1 ksi Weight of Concrete(kips) 10942 -Total Capacity(kips) 44796 Pier . Axial(kips) 13742 De th 21 ft Rating 307% Ext Above Grade 0 5 ft Reinforced Concrete Capacity Compression U hft Pier Section 1 Critical Depth(ft from TOC) 677 From 0 5'above grade to 21'below grade Critical Moment(kip-ft) 234564 Pier Diameter 6 ft Critical Moment CapacitVI 334250 Rebar Quanta 16 --Rating 702% Rebar Size 11 Clear Cover to Ties 4 in Soil Interaction Ratingi 88.7% Tie Size 5 Structural Foundation Ratingi 70.2% Sol I I Profile Groundwater Depth I n/a IF I #of Layers I - Calculated Calculated Ultimate Skin Ult.Gross. Angle ofSoil Type Ultimate Skin Top Bottom Thickness -'Ysai Vco�aete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SRT Blow _ Layer Friction Friction Uplift (ft) (ft) (ft)_ (pcf) (pcf) (ksf)_ Friction Comp Friction Uplift Override Capacity Count (degrees) `(ksf) (ksf) (ksf) Override(ksf) (ksf) - 1 0 5 5 100 150 0 0 0:000 0 000 000 , 000 Cohesionless 2 5 15 10 100 150 0 28 0 501 0 501 7 Cohesionless 31 151 211 61 1001 1501 01 301 1 4461 1446 121 131 Cohesionless Version 1 1 0 j12122/2017 Search Results for Map %� �","4,,�, - , 11 z I. 1�, - . 66 "144 ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results I APIC 0 u r ffF,C., Query Date:Fri Dec 22 2017 Latitude:40.9994 Longitude:-72.5112 ',Ottawa MonlreaP PE'_ A ,A,8(; L, 9 ASCE 7-10 Windspeeds Icl (3-sec peak gust in mph*): 'YORi 0 IOWA CWSgo 4 I "'"°'Risk Category 1: 124 PENN ' INDIANA, oehila-d'elphfa. Risk Category H: 135 !.?DEN,'Pj ` Risk Category III-IV: 145 WEST_ KFNTIJb`KY� IVIRGfN(A RGI NIA. MRI**10-Year:79 NORTHMRI**25-Year:89 [A� CAROLINA_ MRI**50-Year:99 ;ARKA, qAS, MRI**100-Year: 109 6RPON A ASCE 7-05 Windspeed: LAb1;I'iXNA 126(3-sec peak gust in mph) ston,, ASCE 7-93 Windspeed: �_vr L.'O R1,[DA_,,- :-A 2017 Goo gfe,INEGI 86(fastest mile in mph) -J'Map data *Miles per hour **Mean Recurrence Interval Users should consult with local building officials to determine if there are community-specific wind speed requirements that govern. ME L=J Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report Sponsored by the ATC Endowment Fund-Applied Technology Council-201 Redwood Shores Parkway,Suite 240-Redwood City,California 94065-(650)595-1542 1 http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=l O&dec=l&Iatitude=40 999386%20&longitude=-72 511158&risk__Gateg. . 12/22/20 17 Search Results for Map ASCE 7v0ndspood ASCE 7Ground Snow Load Related Resources Sponsors About ATC Contact / Search ResuUts Query Dote Fri Dec 222O17 Latitude:4O.9894 Longitude:-725112 '-SIN ASCE T-1UV0 ds eeds (3-secpeak gust inmph7: ' Risk Category|: 124 Risk Category fl: 135 ENU KENT Risk Category III-IV145missdupt MRI**25-Yeac89 dwPl'01 Zsou K8BI*^50'Year:98 K0BY°^100-Y»an109 ASCE 7-05 Windspeed: 12O(3*oopeak gust mmph) ASCE 7+93Wiodspeod: (fastest m ontmiiomph) 'Miles per hourMean Recurrence Interval Users consult with local building officials mdetermine xthere are community-specific wind speed mquimrm"wthat govern Print your results WINDSPEEDnVEBSITE DISCLAIMER While the information presented on this website is believed to be oonaot.ATC and its sponsors and contributors assume no responsibility or liability for its The material presentedi the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its, uum|uy and use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored»vthe ATC Endowment Fund'Aonlied Technology Council^uo1Redwood Shores Parkway,Suite 2wo`Redwood City,California o*oon'Nsmsos'1ee ' huo://v%(indvpoou.atooundiorg/inoox.pxp"vption=oom—conmnt&vmw=urtiofeum=1o&deo=1mlamuuo=*o.000000�uomonoimVe=-72o1115ounok—Camo. 1/1 Drilled Pier Foundation cc CROWN ' 843211 ' . CASTLE Site Name:MATTITUCK,NY App.Number:414128Rev.#0'; TIA-222 Revison ', ,G - Tower Type Monopole, Applied .•P Soil Lateral Capacity Compression U Ilft Comp. Uplift °;n:;;r R-0 ,,ftom:TQC) 6 87 Moment(kip-ft -2141 :Soli-SafetY;Factor 1 50 Axial Force kis 281 2345.74 Shear Force kis 26 u'` »;LRatli 887% - Soil Vertical Capacity Compression U hft Material P r,`rr`k ;;l5kln:Fitctidri;kips 193.49 Concrete Strength,fc 254.47 Rebar Strength,Fy I 601k Ta i-.�,Welghfbf Cdnaete kl s 1 10942 Y`•,,71;-r,,TotaCCa aci `ki s' 44796 Pier Design •. as .`�ti; `.r ,.Axfal kips) 13742 De th 211 fti;;� k 'i:Rating 30.7% Ext Above Grade 0.5 ft Reinforced Concrete Capacity Compression U hft Pier Section 1 !r Critical Depth'(ftW*,T0C,)1 677 From 0 5'above grade to 21'below grade 5r;:=;z:CFitlpitNtoment•kip-ft) 234564 Pier Diameter=,.:-,>:-_; •8 ft _'CftleW M6 entCi a " 3342.50 Rebar Quantity ;18 t �' a,^.`.;;:m Rathig 702% Rebar Size ' r " 11 Clear Cover to Ties ',4 in 88.7% Tie Size..% 5 ;Structural Fdiihiclaflon[Ratinki 70.2% Groundwater Depth :; 'rUa Wa,ft I #of Layers *_w :3:.z::•. ":v.•,- �=m3?`.t.G i.. Caltulatelle:.:UltiniateSkiri q sem, tr• it. Ulf.GiOSSi `.,Yv='n�+...,Ai ir:i�'�'drrr.`r" Lar•,r.Y;. ,�.";�.y .3 ',.'.j•..,-� .�:-n=Ssl'5.�: �,T££S•. ..� «:f �'�•: a. .€ _ r;� .7 ... w .at+.•Y' le. ,.� x:'�,�:'Nvr=•' ra,#�',r 2-gzf: r:x,`"'"' .�,_�.�. W'',11up"=.. Bottom •=Thi kn `>:fr-' },�Z �.. d;:= `k-t"\."-:_.,,g,,* Ofi:,X�H �,,Ult :iU�titi93t@,Skirl LPF 1�]'rty lac, _f''.k��',a" �"tr•: al., .i►.'; v� ..r C EKS. Y;on' �;tghesid .�,s'��`• � � �.. ..,:r_ ,,. ,��:. , �:Ymacee.�a n. s,; ,•-,c;.� ;Ulti'ma�eSkinu UkimateSkin-tFricCkanComp.r., :�':,z J,i<Bearing�,�SP.TBloir- �..r �-,r.!Layer;��,, .,r•-,-^-. -c.; ix',toti "�M c".t�.r_ i'r:- ^n: �-sF .eFiittion_ -�, ,'v:..<.,�,ra:� . 'E�iCtlQ;n.0 lif4.•� "a::t ) t_l �:cP�fl r a:`' y,' Friction Com <FrlctionU"Nft; . •Overriite.=` Ca acit`V, • 'Count 5�• �.; ,-�. _P� .,1?. •�_FP .Y, �:•-au•- �;}•. .,� -�.,r.`iie rtes .r.a r=. _ - a _.r .>.,�• iii.-+�'�'`"_ =�:��.. s:, 'r€. ( g Tta•ss •��:r;� :O'verride,lisp �_• ���-•�•:���� �. ;1.. :�' ',,�.`= Y "�#"".• ay R.k.-ti h".�. ,f��.::a' �}.. .t .» � �!_;r c..r. "!,': ...i^.t�7.y.�_, a�,,� a"'.�{Yt. Y. - c,'•e•;-"s��'Z, ry{�e;-b,:..raw��•.gti.. j��{� sA�;:�� P.�(� Vic{ y.j� .1,>r.,.,�,!.,;'.,..,n,: .far£, ^,:il: 3'::�;.s.nF,: i..._x7�:�..s�:;v .+�41..°n:Pa' =ep'� 7:,`.,- _e'L+•i.•sr'�2'1'• r��w`t�l-�...v c5�-„^;v�1xM:•Hr'i'i.a's•i.�. 4.t.s A.F•.}y C�c�Zr-d ..k:.. �F.w.1 i��t�,.l^'P,/a",€.: A. sei�NPl"}»i✓.r,�'ttK!u:.:l^'�.!7.4�n"ti r:'.?S.P.�v'L'✓•l�at r e1�5'`�)•i,-v'f t''"-.{'.''f Pf.rtr xff�:*'+Y:X'•,�Y:�'1: NISUZ"; 1 0 '5 5 100 150 ;_ :;0 z0 ' >;O:U00 i1."_';'t pi000 0.00 0.00 Cohesionless `+' 2 5 ti 9 5 10 :tT 100 150 f"" ,'0 :? 28 0 501 0 501 c.' "Y= 7 Cohesionless a m= u3 15 •21 6 10D 150 '0 301 14461 1 446 -_121 131 Cohesionless Version 1 1 0 i Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F/G Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner). 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BU#: 843211 TIA Revision: G Site Name: MATTITUCK,NY Factored Moment,Mu. 2141 ft-kips App#: 414128 Rev.#0 Factored Axial,Pu: 28 kips Anchor Rod Data Factored Shear,Vu: 26 kips Eta Factor,q 0.5 , , TIA G(Fig 4-4) Qty: —121: Diam: 2.25_ in Anchor Rod Results Rod Material: . -A615-J TIA G-->Max Rod(Cu+Vu/r)): 188.9 Kips Yield,Fy: 75"- ksi Axial Design Strength,4)*Fu*Anet: 260.0 Kips Strength,Fu:, 100. ksi Anchor Rod Stress Ratio: 72.7% Pass Bolt Circle: 47 in Anchor Spacing: 6 lin Plate Data Base Plate Results Flexural Check PL Ref.Data W=Side: 46': in Base Plate Stress: 40.0 ksi Yield Line(in) Thick: 2.5 in PL Design Bending Strength,(D*Fy: 49.5 ksi 24.77 Grade: 55 ksi Base Plate Stress Ratio: 80.7% Pass Max PL Length: Clip Distance: • `6 in 24.77 N/A-Unstiffened Stiffener Data Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld: N/A Weld Type: --- ,, .:,: ** Vertical Weld: N/A Groove Depth:: "•'4. } <--Disregard Plate Flex+Shear,fb/Fb+(fv/Fv)^2: N/A Groove Angle: <--Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)A2: N/A Fillet H.Weld: : _''':'in Plate Comp.(AISC Bracket): N/A Fillet V.Weld:` ' in Pole Results Width: in Pole Punching Shear Check: N/A Height: in Thick::. - in Max PL Length Notch: in Yield Line Grade: ksi # Anchors 5t 5t Weld str.: .• ksi at corner= t= BASE PL Qty/4 THICKNESS rEAnchor, Typ STIFFENED CONFIGURATION ASSUMED IN TOOL BC 0G Pole Data I 1 I > Diam: 40:28 in '•. I Thick: 0.31257 in c�o \ Fat nput Clear Space BC for Single Grade: 65 ksi Anchor Case #of Sides:' " "18-` -•O"IF Round so �•- L9,Q� Pole w/ DIAM = D Anchor Spacing Some As Stiffener Spacing, Except for Sianle Corner Anchor (Input Clear Space) ••Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate v2.0 Analysis Date:22-12-2017 } APPENDIX C ADDITIONAL CALCULATIONS 1M31VO To 78 Fr LEVEL INsrwm-Ta BE RDavm) 1)s/e•TO 7e Fr LEVEL (�NSTALLID 7/e)•To 7e Fr LEVEL 42 TO 107 Fr LEVEL INSULLID-TO 6E REIAMED) 7) 1-1/4•TO 108 Fr LEVEL 1) 1-1/C TO 81 Ff LEVEL ij i�'Tos i R8JOVED) 0000 MTAU D) (12)7/8•TO 81 Fr tEVEL l I 1 04 ct I I I as cz I ` 1 I (1)AL 1) TOWER LMMNG CUMNO PEM W/s11Em CLEW BUSINESS UNIT:843211 APPENDIX B BASE LEVEL DRAWING Job Page WxTower 108396.002.01 -MATTITUCK, NY(BU#843211) 16 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Dlvakara FAX-(918)295-0265 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M„. MW V T Stress Stress ft �P OM oM 0V �T Ratio Ratio L3 355-0(3) 0010 0951 0000 0019 0000 0961 1.000 482 4/ 6/ Section Capacity Table Section Elevation Component Size Critical P aPaU— % Pass No ft Type Element K K Capacity Fail Ll 1075-71 75 Pole TP29 726x24x0 219 1 -12270 1282 360 496 Pass L2 71 75-355 Pole TP35 094x28 688x0 25 2 -18809 1710 580 959 Pass L3 355-0 Pole TP40 2803 873x0.313 3 -27814 2739 690 961 Pass Summary Pole(L3) 961 Pass RATING= 96.1 Pass Program Version 7 0 5 1 Job tnxToweY Jo108396.002.01 - MATTITUCK, NY(BU#843211) Page15 of 16 Project Date John W.Kelly P.E. . 17 04 17 12/22/17 Engineering,D.P. 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX (918)295-0265 Compression Checks Pole Design Data Section Elevation Size L L„ KUr A P„ �P„ Ratio No P. ft ft ft int K K �p� Ll 1075-7175 TP29 726x24x0 219 35 750 0 000 00 20 070 -12270 1282 360 0 010 (1) L2 7175-35.5(2) TP35 094x28 688x0 25 40 000 0 000 00 27 077 -18809 1710 580 0 011 L3 355-0(3) TP40 2803 873x0 313 40 000 0.000 00 39 643 -27814 2739 690 0 010 Pole Bending Design Data Section Elevation Size M W_ Ratio My Wy Ratio No M My .t k7Pft k7p-t WM lap-jt kip-ft OM Ll 1075-7175 TP29 726x24x0 219 370 368 762 474 0 486 0 000 762 474 0 000 (1) L2 71.75-35 5(2) TP35 094x28 688x0 25 1137 975 1200 925 0 948 0 000 1200 925 0.000 L3 355-0(3) TP40 2803 873x0 313 2140 975 2251 742 0 951 0 000 2251 742 0 000 Pole Shear Design Data Section Elevation Size Actual SIV Ratio Actual T Ratio No. V V T T ft K K �V laPft �Pft OT L1 1075-7175 TP29 726x24x0 219 19 135 641 179 0 030 0 251 1526 817 0 000 (1) L2 7175-35 5(2) TP35.094x28 688x0 25 23 668 855 290 0 028 0 250 2404 792 0 000 L3 355-0(3) TP40 2803 873x0 313 26.268 1369 850 0 019 0 249 4508 992 0 000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow Criteria No P„ M„. M,,, V T Stress Stress ft �P„ OM Om �y �T Ratio Ratio Ll 1075-7175 0 010 0 486 0.000 0 030 0.000 0 496 1 000 482 M (1) 1/ L2 7175-35 5(2) 0 011 0 948 0 000 0 028 0 000 0 959 1 000 482 WxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 14 of 16 John W. Kelly P.E. Project Date 17:04:17 12/22/17 Engineering,D.P.G 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle Divakara FAX-(918)295-0265 44 Yes 4 000000001 000031042 45 Yes 4 000000001 000004435 46 Yes 4 0.00000001 0.00029580 47 Yes 4 000000001 000031001 48 Yes 4 000000001 000003716 49 Yes 4 0.00000001 000031039 50 Yes 4 000000001 000028876 Maximum Tower Deflections - Service Wind Section Elevation Horz Gov. Telt Twist No. Deflection Load ft in Comb. ° ° Ll 1075-7175 14 604 41 1 067 0.001 L2 755-35.5 7 779 41 0.921 0 001 L3 40-0 2.268 41 0 509 0 000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Telt Twist Radius of Load Curvature ft Comb in o ° ft 109 500 Lightning Rod 3/4"x 4' 41 14.604 1 067 0 001 46497 108 000 (2)Side Lighting 41 14 604 1 067 0 001 46497 98 000 SBNHH-1 D65A w/Mount Pipe 41 12 501 1 038 0.001 24472 78.000 X7CAP-465-VRO w/Mount Pipe 41 8 273 0 940 0 001 7880 61 000 AIR 21 w/Mount Pipe 41 5 143 0 777 0 001 4964 Maximum Tower Deflections - Design Wind Section Elevation Horz Gov. Tilt Twist No. Deflection Load _ fl in Comb ° ° Ll 1075-71 75 80 245 6 5 872 0 004 L2 755-355 42 774 6 5 072 0 004 L3 40-0 12 478 6 2 803 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 109 500 Lightning Rod 3/4"x 4' 6 80 245 5.872 0.004 8625 108 000 (2)Side Lighting 6 80 245 5 872 0 004 8625 98 000 SBNHH-1D65A w/Mount Pipe 6 68.705 5.717 0.004 4538 78 000 X7CAP-465-VRO w/Mount Pipe 6 45 488 5 177 0.004 1458 61 000 AIR 21 w/Mount Pipe 6 28 285 4.276 0 003 913 WxTower ,lob 108396.002.01 - MATTITUCK, NY(BU#843211) Page13 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX-(918)295-0265 Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. K K K K K K 43 4 126 -23206 2 347 4126 23 206 -2347 0000% 44 2 368 -23.206 4 090 -2368 23 206 -4090 0000% 45 -0025 -23206 4 737 0 025 23 206 -4737 0000% 46 -2411 -23206 4 115 2 411 23 206 -4115 0000% 47 -4151 -23206 2 390 4 151 23 206 -2390 0000% 48 -4779 -23206 0 025 4.779 23 206 -0025 0000% 49 -4126 -23206 -2347 4 126 23 206 2 347 0000% 50 -2368 -23206 -4090 2 368 23 206 4 090 0000% Non-Linear Convergence Results Load ConvergedP Number Displacement Force Combination of Cycles Tolerance Tolerance I Yes 4 000000001 000000001 2 Yes 5 000000001 000005018 3 Yes 4 0.00000001 000062619 4 Yes 6 000000001 000007106 5 Yes 5 000000001 0.00062805 6 Yes 6 000000001 000007005 7 Yes 5 000000001 000061851 8 Yes 4 000000001 000068070 9 Yes 4 000000001 000034604 10 Yes 6 000000001 000006862 11 Yes 5 000000001 000060658 12 Yes 6 000000001 000007009 13 Yes 5 000000001 000062030 14 Yes 4 000000001 000045493 15 Yes 4 000000001 000019166 16 Yes 6 000000001 000006959 17 Yes 5 000000001 000061493 18 Yes 6 000000001 000007050 19 Yes 5 000000001 000062302 20 Yes 4 000000001 000045733 21 Yes 4 000000001 000018873 22 Yes 6 000000001 000006991 23 Yes 5 000000001 000061805 24 Yes 6 000000001 000006854 25 Yes 5 000000001 000060586 26 Yes 4 000000001 000003415 27 Yes 5 000000001 000033009 28 Yes 5 000000001 000046523 29 Yes 5 000000001 000046573 30 Yes 5 000000001 000033399 31 Yes 5 000000001 000044825 32 Yes 5 000000001 000045124 33 Yes 5 000000001 000032350 34 Yes 5 000000001 000045340 35 Yes 5 000000001 000045418 36 Yes 5 000000001 000033393 37 Yes 5 000000001 000046266 38 Yes 5 000000001 000045827 39 Yes 4 0.00000001 000004852 40 Yes 4 000000001 000031959 41 Yes 4 000000001 000030575 42 Yes 4 000000001 000003842 43 Yes 4 000000001 000028925 Page MxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Pa g 12 of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M K K K kip J? lap-ft lap-ft Dead+Wind 60 deg-Service 23 206 4 151 -2390 -195152 -336810 0 046 Dead+Wind 90 deg-Service 23.206 4 779 -0025 -3221 -387.747 -0010 Dead+Wind 120 deg-Service 23 206 4 126 2 347 189 253 -334785 -0064 Dead+Word 150 deg-Service 23 206 2 368 4 090 330.697 -192115 -0101 Dead+Wmd 180 deg-Service 23 206 -0025 4 737 383.210 2034 -0.110 Dead+Wind 210 deg-Service 23 206 -2411 4115 332 722 195 640 -0090 Dead+Wmd 240 deg-Service 23 206 -4151 2 390 192 761 336 827 -0046 Dead+Wmd 270 deg-Service 23 206 -4.779 0.025 0 830 387 764 0.010 Dead+Wind 300 deg-Service 23 206 -4126 -2347 -191644 334 802 0.064 Dead+Wmd 330 deg-Service 23 206 -2368 4090 -333087 192132 0 101 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 0.000 -23206 0.000 0 000 23 206 0 000 0000% 2 0 138 -27847 -25943 -0138 27 847 25 943 0000% 3 0 138 -20885 -25943 -0 138 20 885 25 943 0000% 4 13.205 -27847 -22536 -13.205 27 847 22 536 0.000% 5 13 205 -20885 =22 536 -13205 20 885 22 536 0000% 6 22 733 -27847 -13091 -22733 27.847 13 091 0000% 7 22 733 -20885 -13091 -22733 20 885 13 091 0000% 8 26.171 -27847 -0.138 -26.171 27 847 0 138 0000% 9 26 171 -20.885 -0138 -26.171 20 885 0 138 0000% 10 22 596 -27847 12 852 -22596 27 847 -12852 0.000% 11 22 596 -20885 12 852 -22.596 20 885 -12852 0.000% 12 12 966 -27847 22 399 -12.966 27 847 -22399 0000% 13 12 966 -20885 22 399 -12.966 20 885 -22399 0000% 14 -0138 27.847 25.943 0 138 27 847 -25943 0000% 15 -0.138 -20885 25.943 0 138 20 885 -25943 0000% 16 -13205 -27847 22 536 13 205 27 847 -22536 0000% 17 -13205 -20885 22 536 13 205 20.885 -22.536 0000% 18 -22733 -27.847 13.091 22 733 27.847 -13.091 0000% 19 -22733 -20.885 13.091 22 733 20 885 -13091 0000% 20 -26.171 -27.847 0138 26.171 27.847 -0138 0.000% 21 -26171 -20885 0 138 26.171 20 885 -0138 0.000% 22 -22596 -27.847 -12852 22 596 27 847 12 852 00000/0 23 -22596 -20885 -12852 22.596 20 885 12.852 0000% 24 -12966 -27847 -22399 12.966 27 847 22 399 0.000% 25 -12966 -20885 -22399 12 966 20 885 22 399 0.000% 26 0 000 -52.225 0.000 0 000 52 225 0.000 0000% 27 0 020 -52225 -6154 -0020 52 225 6 154 0000% 28 3 112 -52225 -5340 -3 112 52.225 5 340 0000% 29 5 369 -52225 -3095 -5369 52.225 3.095 0000% 30 6 432 -52225 -0020 -6432 52 225 0 020 0000% 31 5 349 -52225 3 060 -5349 52 225 -3.060 0.000% 32 3 077 -52225 5 320 -3077 52 225 -5320 0.000% 33 -0020 -52225 6 154 0 020 52 225 -6154 0.000% 34 -3112 -52225 5 340 3 112 52 225 -5340 0000% 35 -5369 -52225 3 095 5 369 52 225 -3095 0000% 36 -6432 -52225 OA20 6.432 52.225 -0020 0000% 37 -5349 -52225 -3.060 5 349 52 225 3.060 0000% 38 -3077 -52225 -5.320 3 077 52 225 5 320 0000% 39 0 025 -23206 -4.737 -0025 23 206 4.737 0000% 40 2.411 -23206 -4.115 -2411 23 206 4115 0000% 41 4 151 -23206 -2390 -4151 23 206 2 390 0000% 42 4.779 -23206 -0025 -4779 23 206 0.025 0000% Job Page �xToWer 108396.002.01 -MATTITUCK, NY(BU#843211) 11 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX (918)295-0265 Load Vertical Shearx Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K 1aP-f kipft lap-ft 0 9 Dead+I 6 Wind 90 deg-No 20 885 26 171 -0138 -12108 -2111910 -0053 Ice 12 Dead+1 6 Wind 120 deg- 27 847 22 596 12 852 1047 323 -1843624 -0344 No Ice 0 9 Dead+I 6 Wind 120 deg- 20 885 22 596 12 852 1036 227 -1823491 -0344 No Ice 12 Dead+I 6 Wind 150 deg- 27 847 12 966 22 399 1826 250 -1057988 -0544 No Ice 0 9 Dead+1 6 Wind 150 deg- 20 885 12 966 22 399 1806 645 -1046429 -0544 No Ice 12 Dead+1.6 Wind 180 deg- 27.847 -0 138 25 943 2115 404 11 166 -0598 No Ice 0 9 Dead+1 6 Wind 180 deg- 20 885 -0 138 25 943 2092 653 11051 -0 599 No Ice 12 Dead+1 6 Wind 210 deg- 27 847 -13205 22 536 1837 340 1077 297 -0490 No Ice 0 9 Dead+1 6 Wind 210 deg- 20 885 -13205 22 536 1817 627 1065 540 -0491 No Ice 12 Dead+1 6 Wind 240 deg- 27 847 -22.733 13 091 1066 600 1854 740 -0250 No Ice 0 9 Dead+1 6 Wind 240 deg- 20 885 -22733 13 091 1055 312 1834 494 -0251 No Ice 12 Dead+1.6 Wind 270 deg- 27 847 -26171 0.138 9 709 2135 234 0 057 No Ice 0 9 Dead+1.6 Wind 270 deg- 20 885 -26171 0 138 9 969 2111 927 0 057 No Ice 12 Dead+1 6 Wind 300 deg- 27 847 -22596 -12852 -1050200 1843 643 0 348 No Ice 0 9 Dead+1 6 Wind 300 deg- 20 885 -22596 -12852 -1038362 1823 507 0 348 No Ice 12 Dead+I 6 Wind 330 deg- 27 847 -12966 -22399 -1829122 1058 012 0 544 No Ice 0 9 Dead+I 6 Wind 330 deg- 20 885 -12966 -22399 -1808777 1046 449 0 545 No Ice 12 Dead+1 0 Ice+I 0 Temp 52 225 -0000 -0000 -5595 0 730 -0000 12 Dead+l 0 Wind 0 deg+l 0 52.225 0 020 -6154 -513 158 -0.971 0 104 Ice+1 0 Temp 12 Dead+l 0 Wind 30 deg+I 0 52 225 3 112 -5340 446022 -255922 0 074 Ice+l 0 Temp 12 Dead+I 0 Wind 60 deg+1 0 52 225 5 369 -3095 -260893 -442101 0 023 Ice+I 0 Temp 12 Dead+I 0 Wind 90 deg+1 0 52 225 6.432 -0020 -7377 -523456 -0.033 Ice+1 0 Temp 12 Dead+1 0 Wind 120 52 225 5.349 3 060 246 598 -440393 -0081 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 150 52 225 3 077 5 320 432 979 -252962 -0 107 deg+1 0 Ice+l 0 Temp 12 Dead+I 0 Wind 180 52 225 -0020 6 154 501 824 2 448 -0 105 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 210 52 225 -3 112 5 340 434 687 257 399 -0074 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 240 52 225 -5369 3 095 249 558 443 577 -0023 deg+1 0 Ice+1.0 Temp 12 Dead+1 0 Wind 270 52 225 -6432 0 020 -3958 524 931 0 033 deg+1 0 Ice+1 0 Temp 12 Dead+1.0 Wind 300 52 225 -5349 -3060 -257932 441 867 0 081 deg+1 0 Ice+1 0 Temp 1.2 Dead+l 0 Wind 330 52 225 -3077 -5320 -444312 254 437 0 107 deg+1 0 Ice+l 0 Temp Dead+Wind 0 deg-Service 23 206 0 025 -4737 -385601 -2017 0 110 Dead+Wmd 30 deg-Service 23 206 2 411 -4115 -335.113 -195623 0 090 WxTower Job 108396.002.01 - MATTITUCK, NY(BU#843211) Page10 of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX. (918)295-0265 Section Elevation Component Condition Gov. Axial MalorAxis Minor Axis No. ft Type Load Moment Moment Comb. K lap ft lap ft L2 71 75-355 Pole Max Tension 1 0 000 0.000 0 000 Max Compression 26 -39459 -0018 2.588 Max Mx 8 -18815 -1135 149 6 222 Max.My 2 -18836 -5609 1126 673 Max Vy 8 23 604 -1135.149 6 222 Max Vx 2 -23369 -5609 1126 673 Max Torque 15 0 602 L3 355-0 Pole Max Tension 1 0 000 0.000 0 000 Max Compression 26 -52225 0.730 5 595 Max Mx 20 -27815 2135 234 -9709 Max My 2 -27815 -11136 2118 288 Max.Vy 20 -26.205 2135.234 -9709 Max Vx 2 -25.977 -11136 2118.288 Max Torque 15 0 600 Maximum Reactions Location Condition Gov Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max Vert 36 52.225 6 432 -0.020 Max.H. 20 27.847 26171 -0.138 Max H. 3 20.885 -0138 25 943 Max Mx 2 2118 288 -0138 25 943 Max M. 8 2135.213 -26171 0 138 Max.Torsion 15 0 599 0 138 . -25943 Min.Vert 13 20 885 -12966 -22399 Mm Hx 8 27.847 -26171 0138 Min H. 14 27.847 0 138 -25943 Min M„ 14 -2115404 0 138 -25943 Mm M. 20 -2135234 26171 -0 138 Min Torsion 3 -0595 -0138 25.943 Towner Mast Reaction Summary Load Vertical Shear, Shea Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft kip ft lap ft Dead Only 23.206 0 000 0 000 -1 155 0 012 0 000 12 Dead+1 6 Wind 0 deg-No 27 847 0 138 -25943 -2118288 -1 1136 0 594 Ice 0 9 Dead+I 6 Wind 0 deg-No 20 885 0 138 -25943 -2094786 -11026 0 595 Ice 12 Dead+I 6 Wind 30 deg-No 27 847 13 205 -22536 -1840220 -1077264 0.486 Ice 0.9 Dead+1 6 Wind 30 deg-No 20 885 13 205 -22536 -1819.765 -1065.514 0 487 Ice 12 Dead+1 6 Wind 60 deg-No 27 847 22 733 -13091 -1069485 -1854713 0 249 Ice 0 9 Dead+l 6 Wind 60 deg-No 20 885 22 733 -13091 -1057453 -1834471 0.250 Ice 12 Dead+1 6 Wind 90 deg-No 27 847 26 171 -0138 -12592 -2135213 -0054 Ice Page O"Tower Job 108396.002 01 -MATTITUCK, NY(BU#843211) Pa g 9 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17 04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Comb Description No 5 0 9 Dead+1 6 Wind 30 deg-No Ice 6 12 Dead+1 6 Wind 60 deg-No Ice 7 0 9 Dead+1 6 Wind 60 deg-No Ice 8 12 Dead+1 6 Wind 90 deg-No Ice 9 0 9 Dead+1 6 Wind 90 deg-No Ice 10 12 Dead+1 6 Wind 120 deg-No Ice 11 0 9 Dead+l 6 Wind 120 deg-No Ice 12 12 Dead+l 6 Wind 150 deg-No Ice 13 0 9 Dead+1 6 Wind 150 deg-No Ice 14 12 Dead+1.6 Wind 180 deg-No Ice 15 0 9 Dead+1 6 Wind 180 deg-No Ice 16 12 Dead+1 6 Wind 210 deg-No Ice 17 0 9 Dead+l 6 Wind 210 deg-No Ice 18 12 Dead+l 6 Wind 240 deg-No Ice 19 0 9 Dead+l 6 Wind 240 deg-No Ice 20 12 Dead+1 6 Wind 270 deg-No Ice 21 0 9 Dead+1 6 Wind 270 deg-No Ice 22 12 Dead+1 6 Wind 300 deg-No Ice 23 0 9 Dead+l 6 Wind 300 deg-No Ice 24 12 Dead+1 6 Wind 330 deg-No Ice 25 0 9 Dead+1 6 Wind 330 deg-No Ice 26 1.2 Dead+l 0 Ice+l 0 Temp 27 12 Dead+l 0 Wind 0 deg+l 0 Ice+1.0 Temp 28 12 Dead+l 0 Wind 30 deg+l 0 Ice+l 0 Temp 29 12 Dead+l 0 Wind 60 deg+1.0 Ice+l 0 Temp 30 12 Dead+1 0 Wind 90 deg+1 0 Ice+l 0 Temp 31 1.2 Dead+l 0 Wind 120 deg+1.0 Ice+l 0 Temp 32 12 Dead+1 0 Wind 150 deg+1 0 Ice+1.0 Temp 33 12 Dead+l 0 Wind 180 deg+l 0 Ice+l 0 Temp 34 1.2 Dead+I 0 Wind 210 deg+l 0 Ice+l 0 Temp 35 12 Dead+I 0 Wind 240 deg+1 0 Ice+l 0 Temp 36 1.2 Dead+l 0 Wind 270 deg+l 0 Ice+l 0 Temp 37 1.2 Dead+l 0 Wind 300 deg+l 0 Ice+l 0 Temp 38 1.2 Dead+l 0 Wind 330 deg+1 0Ice+I 0 Temp 39 Dead+Wmd 0 deg-Service 40 Dead+Wmd 30 deg-Service 41 Dead+Wmd 60 deg-Service 42 Dead+Wmd 90 deg-Service 43 Dead+Wmd 120 deg-Service 44 Dead+Wmd 150 deg-Service 45 Dead+Wmd 180 deg-Service 46 Dead+Wmd 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wmd 270 deg-Service 49 Dead+Wmd 300 deg-Service 50 Dead+Wmd 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No ft Type Load Moment Moment _ Comb K lap ft lap-ft Ll 1075-7175 Pole Max Tension I 0 000 0 000 0 000 Max Compression 26 -28217 -0321 0 454 Max Mx 8 -12280 -370095 0 625 Max My 2 -12312 -0529 369 451 Max Vy 8 19 070 -370095 0 625 Max Vx 2 -18 835 -0529 369 451 Max Torque 15 0 603 Job tnxToweY Jo108396.002.01 -MATTITUCK, NY(BU#843211) Page8 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Divakara FAX-(918)295-0265 Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ° ft ft, ft" K ft ft 0 000 1"Ice 1 703 1 703 0 048 5'x 2"Pipe Mount C From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0048, Platform Mount[LP 1201-1] C None 0 000 78 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 1"Ice 30 500 30 500 2 900 *d* AIR 21 w/Mount Pipe A From Leg 2000 0 000 61 000 No Ice 6115 5.457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0.217 AIR 21 w/Mount Pipe B From Leg 2000 0.000 61 000 No Ice 6 115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0.155 1 000 1"Ice 6.979 6 888 0 217 AIR 21 w/Mount Pipe C From Leg 2000 0 000 61 000 No Ice 6 115 5 457 0.100 (R) 0 000 1/2"Ice 6 549 6200 0.155 1 000 1"Ice 6 979 6 888 0.217 S20057AI A From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0.016 1 000 1"Ice 0 937 0 541 0 023 S20057A1 B From Leg 2000 0 000 61 000 No Ice 0 704 0.353 0 011 (R) 0 000 1/2"Ice 0.817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 520057A1 C From Leg 2000 0.000 61.000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0.817 0.444 0 016 1 000 1"Ice 0.937 0.541 0 023 6'x 2"Mount Pipe A From Leg 2000 0 000 61.000 No Ice 1 425 1425 0 022 (E) 0 000 1/2"Ice 1925 1925 0.033 0 000 1"Ice 2 294 2.294 0 048 6'x 2"Mount Pipe B From Leg 2000 0 000 61 000 No Ice 1 425 1.425 0 022 (E) 0 000 1/2"Ice 1925 1.925 0.033 0 000 1"Ice 2 294 2 294 0.048 6'x 2"Mount Pipe C From Leg 2000 0 000 61.000 No Ice 1425 1.425 0.022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 T-Arm Mount[TA 702-3] C None 0.000 61 000 No Ice 5 640 5 640 0 339 (E) 1/2"Ice 6 550 6 550 0 429 1"Ice 7 460 7 460 0 519 Side Arm Mount[SO 102-3] C None 0 000 61 000 No Ice 3 000 3.000 0 081 (Per Photo) 1/2"Ice 3.480 3.480 0.111 1"Ice 3.960 3 960 0 141 *d* Load Combinations Comb. Description No. 1 Dead Only 2 12 Dead+l 6 Wind 0 deg-No Ice 3 0 9 Dead+1 6 Wind 0 deg-No Ice 4 12 Dead+1 6 Wind 30 deg-No Ice Job Page tnxTower 108396.002.01 -MATTITUCK, NY(BU#843211) 7 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara - FAX (918)295-0265 Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft ft ft' f11= K ft ft (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1393 0 037 0 000 1"Ice 1 703 1703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0 000 98 000 No Ice 1000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0.037, 0 000 I"Ice 1 703 1 703 0.048 (2)5'x 2"Pipe Mount C From Leg 4.000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 I"Ice 1 703 1.703 0 048 Platform Mount[LP 1201-1j C None 0 000 98 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 1"Ice 30 500 30 500 2 900 *d* X7CAP-465-VRO w/Mount A From Leg 4.000 0 000 78 000 No Ice 5 798 4 732 0 051 Pipe 0 000 1/2"Ice 6206 5 394 0 102 (R) 0 000 V Ice 6 617 6.040 0 159 X7CAP-465-VRO w/Mount B From Leg 4 000 0 000 78.000 No Ice 5 798 4 732 0.051 Pipe 0 000 1/2"Ice 6206 5.394 0.102 (R) 0 000 1"Ice 6 617 6 040 0.159 (2)X7CQAP-465-VRO w/ A From Leg 4 000 0.000 78 000 No Ice 6 600 4 732 0.056 Mount Pipe 0 000 112"Ice 7 018 5.394 0.111 (R) 0 000 1"Ice 7 440 6 040 0.173 (2)X7CQAP465-VRO w/ B From Leg 4 000 0 000 78 000 No Ice 6 600 4.732 0 056 Mount Pipe 0 000 1/2"Ice 7 018 5 394 0 111 (R) 0 000 1"Ice 7 440 6 040 0 173 X7CAP-FRO440-VRO w/ C From Leg 4 000 0 000 78.000 No Ice 10 338 4 691 0 067 Mount Pipe 0 000 1/2"Ice 10 821 5 356 0 140 (R) 0 000 1'Ice 11 308 6 000 0 219 (2)X7CQAP-445-VRO w/ C From Leg 4 000 0 000 78.000 No Ice 8204 4 364 0 058 Mount Pipe 0 000 1/2"Ice 8 643 5 034 0 119 (R) 0 000 V Ice 9 086 5 687 0 187 134 RRH2X60-4R A From Leg 4 000 0 000 78.000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3.613 2 238 0.078 0.000 V Ice 3 877 2 477 0 105 B4 RRH2X60-4R B From Leg 4.000 0 000 78 000 No Ice 3 356 2005 0.055 (R) 0.000 1/2"Ice 3 613 2 238 0.078 0.000 1"Ice 3.877 2 477 0.105 134 RRH2X60-4R C From Leg 4.000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 1"Ice 3 877 2 477 0.105 B13 RRH 4X30 A From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 V Ice 2 433 1 638 0 093 B13 RRH 4X30 B From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 1"Ice 2 433 1 638 0 093 B13 RRH 4X30 C From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0.056 (R) 0 000 1/2"Ice 2 241 1475 0.073 0 000 1"Ice 2 433 1 638 0 093 RXXDC-3315-PF-48 B From Leg 4 000 0 000 78 000 No Ice 3 708 2 192 0.032 (R) 0 000 1/2"Ice 3 950 2 395 0 062 0 000 1"Ice 4200 2.606 0 097 5'x 2"Pipe Mount A From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0.029 (E) 0 000 112"Ice 1.393 1.393 0 037 0 000 1"Ice 1 703 1.703 0 048 5'x 2"Pipe Mount B From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1393 1 393 0 037 Page tnxT ower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Pa g 6 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04.17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert It ft ft, ft, K ft ft SBNHH-ID65A w/Mount A From Leg 4 000 0 000 98 000 No Ice 5 954 5.190 0 061 Pipe 0 000 1/2"Ice 6 390 5 961 0 114 (E) 0 000 I"Ice 6 820 6 658 0.174 SBNHH-ID65A w/Mount B From Leg 4 000 0 000 98 000 No Ice 5 954 5 190 0.061 Pipe 0 000 1/2"Ice 6 390 5 961 0 114 (E) 0 000 1"Ice 6 820 6 658 0 174 SBNHH-ID65A w/Mount C From Leg 4 000 0 000 98 000 No Ice 5 954 5 190 0 061 Pipe 0 000 1/2"Ice 6.390 5 961 0 114 (E) 0 000 1"Ice 6 820 6 658 0 174 (2)800 10121 w/Mount Pipe A From Leg 4 000 0 000 98 000 No Ice 5 388 4.600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0.114 0 000 1"Ice 6 234 6 046 0 168 (2)800 10121 w/Mount Pipe B From Leg 4 000 0 000 98 000 No Ice 5 388 4 600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0 114 0 000 1"Ice 6.234 6 046 0 168 (2)800 10121 w/Mount Pipe C From Leg 4 000 0 000 98 000 No Ice 5 388 4 600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0 114 0 000 I"Ice 6 234 6 046 0.168 RRH2X40-07-L A From Leg 4 000 0 000 98 000 No Ice 1 710 1 560 0 052 (E) 0 000 1/2"Ice 1 880 1 725 0 070 0 000 1"Ice 2057 1 897 0 090 RRH2X40-07-L B From Leg 4 000 0.000 98 000 No Ice 1 710 1 560 0 052 (E) 0 000 1/2"Ice 1 880 1.725 0.070 0 000 1"Ice 2057 1 897 0.090 RRH2X40-07-L C From Leg 4 000 0 000 98 000 No Ice 1 710 1 560 0 052 (E) 0 000 1/2"Ice 1 880 1 725 0 070 0.000 1"Ice 2057 1 897 0 090 DC6-48-60-18-8F A From Leg 4 000 0 000 98 000 No Ice 0 917 0 917 0 019 (E) 0 000 1/2"Ice 1 458 1.458 0 037 0 000 1"Ice 1.643 1.643 0 057 B25 RRH4X30 A From Leg 4 000 0.000 98 000 No Ice 2200 1 742 0 055 (E) 0.000 1/2"Ice 2 393 1.920 0 075 0 000 1"Ice 2 593 2 106 0.099 B25 RRH4X30 B From Leg 4.000 0 000 98 000 No Ice 2.200 1.742 0 055 (E) 0 000 1/2"Ice 2.393 1.920 0 075 0 000 1"Ice 2 593 2 106 0 099 B25 RRH4X30 C From Leg 4 000 0 000 98 000 No Ice 2200 1 742 0 055 (E) 0 000 1/2"Ice 2 393 1920 0 075 0 000 1"Ice 2 593 2 106 0 099 (2)CBC819-DF-9-DCB A From Leg 4 000 0 000 98 000 No Ice 0 447 0 126 0 004 (E) 0 000 1/2"Ice 0 532 0 179 0 008 0.000 1"Ice 0 624 0 239 0 012 (2)CBC819-DF-9-DCB B From Leg 4 000 0 000 98 000 No Ice 0 447 0 126 0 004 (E) 0 000 1/2"Ice 0 532 0 179 0 008 0 000 1"Ice 0 624 0 239 0 012 (2)CBC819-DF-9-DCB C From Leg 4 000 0 000 98 000 No Ice 0 447 0 126 0 004 (E) 0.000 1/2"Ice 0 532 0 179 0 008 0 000 1"Ice 0 624 0 239 0 012 (2)ETB 19G8-12UB A From Leg 4 000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1 038 0 528 0 027 0 000 1"Ice 1 176 0 639 0.035 (2)ETB19G8-12UB B From Leg 4.000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1 038 '0 528 0 027 0 000 1"Ice 1 176 0 639 0 035 (2)ETB19G8-12UB C From Leg 4 000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1 038 0 528 0 027 0 000 1"Ice 1.176 0 639 0 035 Job tnxTower Jo108396.002.01 - MATTITUCK, NY(BU#843211) Page5 of 16 John W.Kelly P.E. Project Date 17:04:17 12/22/17 Engineering,D.P.C. 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone-(918)587-4630 Crown Castle Divakara FAX (918)295-0265 Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Rom Adjustment Front Side Leg Lateral Vert ft ofr ft, .f' K ft it Mount Pipe 0.000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 1"Ice 9 346 9 021 0 227 APXVSPPI8-C-A20 w/ B From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 1"Ice 9 346 9 021 0 227 APXVSPPI8-C-A20 w/ C From Leg 4 000 0.000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0.000 1/2"Ice 8 822 8 127 0.151 (P) 0.000 1"Ice 9 346 9 021 0 227 DT465B-2XR w/Mount Pipe A From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0.000 1"Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe B From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0160. 0 000 1"Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe C From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 1"Ice 10 439 9 718 0 245 (2)80OMHZ 2X50W RRH A From Leg 4 000 0 000 108 000 No Ice 2134 1 773 0 053 (P) 0 000 1/2"Ice 2.320 1946 0 074 0.000 1"Ice 2 512 2 127 0 098 (2)80OM 4Z 2X50W RRH B From Leg 4 000 0 000 108.000 No Ice 2134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0 000 1"Ice 2 512 2.127 0 098 (2)800MHZ 2X50W RRH C From Leg 4 000 0 000 108 000 No Ice 2134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0 000 V Ice 2 512 2.127 0 098 190OMHZ RRH(65MHZ) A From Leg 4.000 0.000 108 000 No Ice 2 313 2 375 0 060 (P) 0.000 1/2"Ice 2 517 2 581 0 084 0 000 1"Ice 2 728 2 794 0 111 1900MHZ RRH(65MHZ) B From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0.000 1"Ice 2 728 2 794 0 111 190OMHZ RRH(65MHZ) C From Leg 4 000 0 000 108.000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0.084 0 000 V Ice 2 728 2 794 0.111 TD-RRH8X20-25 A From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 V Ice 4 557 1901 0 128 TD-RRH8X20-25 B From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 1"Ice 4 557 1901 0 128 TD-RRH8X20-25 C From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1.714 0 097 0 000 1"Ice 4.557 1901 0.128 (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (g) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0.000 108 000 No Ice 1 000 1 000 0 029 (B) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount C From Leg 4 000 0.000 108 000 No Ice 1 000 1 000 0 029 (g) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 Sector Mount[SM 901-3] C None 0 000 108 000 No Ice 12 900 12 900 1 257 (B) 1/2"Ice 17 160 17 160 1 432 1"Ice 21 420 21 420 1 607 *d* Job Page WxTower 108396.002.01 -MATTITUCK, NY(BU#843211) 4 of 16 John W.Kelly P.E. Project Date C. 17:04:17 12/22/17 Engineering,D.P. 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone. (918)587-4630 Crown Castle Divakara FAX. (918)295-0265 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in Ll 107 500-71 750 0 182 -0720 0.342 -0712 L2 71750-35 500 -0392 -1438 -0307 -1497 L3 35 500-0 000 -0583 -1688 -0522 -1771 Shielding Factor Ka Tower Feed Lme Description Feed Line K. K Section Record No. Se ent Elev. No Ice Ice Ll 2 HBI14-1-0813U4-M5J(1-1/4 71 75-10750 10000 1.0000 Ll 11 RFF-24SM-1206-618-APE(1- 71.75-7800 10000 10000 1/4) Ll 17 Safety Line 3/8 7175-107.50 10000 10000 Ll 14 LCF78-50JA(7/8) 71.75-6100 10000 10000 LI 15 MLE HYBRID 7175-61.00 10000 10000 3POWER/6FIBER RL 2(1-1/4) L2 2 HB;114-1-0813U4-M5J(I-1/4 3550-7175 10000 10000 L2 11 RFF-24SM-1206-618-APE(I- 3550-7175 10000 10000 1/4) L2 14 LCF78-50JA(7/8) 3550-6100 10000 10000 L2 15 MLE HYBRID 3550-6100 10000 10000 3POWER/6FIBER RL 2(1-1/4) L2 17 Safety Line 3/8 35 50-71.751 10000 100001 Discrete Tower Loads Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft o ft fie fi' K ft ft (2)Side Lighting C None 0 000 108 000 No Ice 0 133 0 133 0 005 (Per Photo) 1/2"Ice 0 194 0.194 0 007 1"Ice 0 267 0 267 0 010 Lightning Rod 3/4"x 4' C None 0 000 109 500 No Ice 0 300 0 300 0 030 (E) 1/2"Ice 0 715 0 715 0 033 1"Ice 1 001 1 001 0 039 *d* APXVSPPI8-C-A20 w/ A From Leg 4 000 0 000 108 000 No Ice 8.262 6 946 0 083 Page MxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Pa g 3 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Divakara FAX (918)295-0265 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number *d* Leg 1t ftp/h k1f LDF2-50(3/8) B No Inside Pole 98000-0000 2 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0.000 1"Ice 0 000 0 000 LDF7-50A(1-5/8) B No Inside Pole 98000-0000 12 No Ice 0 000 0 001 (E) 1/2"Ice 0 000 0 001 1"Ice 0 000 0 001 FB-L98B-034-XXXX CX B No Inside Pole 98000-0000 1 No Ice 0 000 0 000 (3/8) 1/2"Ice 0 000 0000 (E-Inside Conduit) 1"Ice 0 000 0 000 WR-VG66ST-BRD(7/8) B No Inside Pole 98000-0000 2 No Ice 0.000 0 001 (E-Inside Conduit) 1/2"Ice 0 000 0 001 1"Ice 0 000 0 001 2"Rigid Conduit B No Inside Pole 98 000-0 000 1 No Ice 0 000 0 003 (E) 1/2"Ice 0 000 0 003 1"Ice 0 000 0 003 *d* LDF5-50A(7/8) B No Inside Pole 78000-0000 12 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0 000 1"Ice 0 000 0 000 *d* Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face .h ft, fii' 112 fi2 K Ll 107 500-71750 A 0 000 0 000 0 000 0.000 0 000 B 0.000 0 000 22 841 01000 0 591 C 0 000 0 000 1 341 0 000 0 008 L2 71750-35 500 A 0.000 0 000 36 541 0.000 0 115 B 0 000 0 000 27 079 0 000 0 903 C 0 000 0 000 1.359 0 000 0 008 L3 35 500-0 000 A 0 000 0 000 50 871 0 000 0 160 B 0.000 0 000 26.519 0 000 0 884 C 0 000 0 000 1 331 0.000 0 008 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face /t Leg in ,/t, ,e fC fti K LI 107 500-71750 A 1 657 0 000 0 000 0 000 0.000 0 000 B 0 000 0 000 45 225 0 000 1 094 C 0 000 0 000 13 187 0 000 0155 L2 71750-35 500 A 1 574 0 000 0 000 63 892 0 000 0 829 B '0000 0 000 59 688 0 000 1 593 C 0 000 0 000 13 371 0 000 0 157 L3 35 500-0 000 A 1 410 0 000 0 000 87 624 0 000 1.095 B 0.000 0 000 57.130 0 000 1 516 C 0 000 0 000 12 506 0 000 0 141 Job MxTowweY Jo108396 002.01 - MATTITUCK, NY(BU#843211) Page2 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04'17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle Divakara FAX (918)295-0265 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 35 500-0 000 40 000 18 33 873 40 280 0 313 1 250 A607-65 (65 ksi) Tapered Pole Properties Section Trp Dia Area I r C I/C J It/Q w w/t in in' in in in in3 in' in' in L1 24 370 16 512 1179 768 8 442 12 192 96 766 2361 088 8 257 3 839 1755 30 185 20 487 2253.609 10 475 15 101 149 238 4510 184 10 246 4 847 22 157 L2 29 740 22 565 2305 556 10.095 14 573 158 203 4614 145 11 285 4 609 18 436 35 635 27 649 4241 001 12 370 17 828 237 888 8487 583 13 827 5 737 22.946 L3 35 128 33 288 4736 873 11 914 17 208 275 277 9479 978 16.647 5 412 17.317 40 901 39 643 8000.467 14 188 20 462 390 987 16011 461 19 825 6 539 20 926 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) Ar Spacing Spacing Spacing Diagonals Honzontals Redundants ft in in in in LI I 1 1 107 500-7175 0 L2 1 1 1 71750-35.500 L3 1 1 1 35 500-0 000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number StardEnd Width or Perimeter Weight Type Number Per Row Position Diameter ft in in klf HB114-1-0813U4-M5J(1-1/4) B Surface Ar 107 500-0 000 4 4 -0450 1 540 0 001 (P) (CaAa) -0350 RFF-24SM-1206-618-APE(1-1/4 B Surface Ar 78000-0000 1 1 -0490 1 310 0 001 (CaAa) -0460 (R) *d* LCF78-50JA(7/8) A Surface At 61000-0000 12 12 0 100 1.090 0.000 (E) (CaAa) 0 350 MLE HYBRID A Surface Ar 61000-0000 1 1 0 060 1 250 0 001 3POWER/6FIBER RL 2(1-1/4) (CaAa) 0 090 (R) *d* Safety Line 3/8 C Surface Ar 107 500-0 000 1 1 -0310 0 375 0 000 (E) (CaAa) -0.300 *d* Feed Line/Linear Appurtenances - Entered As Area Job�I2xTower Jo108396.002.01 -MATTITUCK, NY(BU#843211) Page1 of 16 John W.Kelly P.E. Project Date . 17:04:17 12/22/17 Engineering,D.P. 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone. (918)587-4630 Crown Castle Divakara FAX. (918)295-0265 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class I1. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Nominal ice thickness of 0.750 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50.000°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. 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-Honzontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression 4 Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable J Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice J Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile J Project Wind Area of Appurt Use TIA-222-G Bracing Resist Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC 6D+W Combination rr ti{C _ 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 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft fl ft Sides in in in in Ll 107 500-71750 35 750 3.750 18 24 000 29 726 0 219 0.875 A607-60 (60 ksi) L2 71750-35 500 40 000 4 500 18 28 688 35 094 0.250 1 000 A607-60 (60 ksi) Feed Line Distribution Chart 0' -107'6" Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 167 506 107 500 -- -- ------------- I 98 000 ___ 98 000 i I i i I i I 78 000 _ _ _ _ _ _ 78 000 I i i t I 71750 � __—_—_____---a 71750 61000 Q- ___ __ __ ___ __ __ ___ _I 61000 L____________ _____—______� d a < U) i W jxXX� o a f ; i ❑ LL X m rn LLv' 1 i J p Xx i _ 1 m , 35500 1 0 I ______—_—___ 35500 _ ____ ___________ ___________ N ^r I LL L m LL i LL 2 3 J j ' 1 I I 00-0-0 - -- - - -� - - -- - - -- - - - - --- - -- - -- ---- -.... ._ . 6666 .ArJohn W.Kelly P.E.Engineering,D.P.G °h 108396.002.01-MATTITUCK,NY(BUII84321 1717 S Boulder,Suite 300 Project E3--rcat`zw> TUlsa,OK 74119 Client Crown Castle Drawn by Divakara Appd F= Phone (918)587-4630 code TIA-222-G Date 12/22/17 scale NTS FAX 918 295-0265 Path Dwg No E-7 TIP►-222-G -Service-60 mph Maximum Values Deflection (in) Tilt(deg) Twist(deg) 0 5 10 1I 5 0 05 1 15 0 005 01 '107 500 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i l i l I I I I I I I I I I I I I I I I I I I 1 I I I I I I 7 I ( I I I I I I I I I I I I I I I I I �1 750 7175 -1-J-1-L--J-�-L- --J-1-1'-I- --1---1 L J-- --L--J--1--1 - .+_F__�_ ___r_{,_i_�_�._,_ I I 1 I I I I I I i I I I I I I I ! ! ! I ! I 11 ! I I I I I I I ! ! I ! ! O I 1 1 I I I 1 I 1 I { { ` /� W 1 I I I 1 I { 3550 i ,_ _i i i I _I_ I_ I_I II I I 1 1 1 1 _—I—_ 1_ II—— __I_-- _---+_— b�_Ss00 ------7---�------ -------------- -- _— i I t i i I 000 ' 1 0 5 10 15 0 05 1 15 0 005 01 �r John W.Kelly P.E.Engineering,D.P.C. oe 108396.002.01-MATTITUCK,NY(BU#84321 1717 S. Boulder,Suite 300 Project Client.Crown Castle Drawn Dy Divakara App'd Tulsa, OK 74119 Phone.(918)58714630 Code TIA-222-G Date 12/22/17 1Scale NTS FAX 918 295-0265 Path Dwg No E-5 TIA-222-G - 105 mph/50 mph 0.750 in Ice Exposure C Maximum Values -VX Vz Mx Mz Global Mast Shear(K) So o Global Mast Moment(kip-ft)500 1000 1500 2000 2500 0 107 500 T I I I I07 500 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I A I I 1 1 t l l I I 1 � - I I 1 1 1 I I I I I I I i � 11111 1111 III il , 1 11111 IIII . II III 1 I I I I I I I I I I I I I I I i i i I I i I I I I 1 I I 1 f i I I I I I I I I -'-- 71 75 I I t I 1 I I 1 I I I 1 1 1 1 -- '71750 ------ ------------- -F-1- - +-,-+- '-+-1- -'-'--I 1 II I I I I I I I I I I I I i f l � 1 i � ; IIII ' 11I1 111 tll + I 1111 1 : 11 ; II 111 . , . c 1 ! 11 , 1 it t II II 11J iliil , llltl , i I I � ' 3550 5500 i 1 ' IIII IIII , 11 . 1 I I I I I I i l l l l l i l l I I I -------------- I 1 i ' i l l l i I i l l i I I I { ; 1 • , 11111 1111 IIIii 1 , 1 , 1 1111 ii 1 , z1 II11 1111 11 111 I I i I IIII1II II I1 ; ' I 0 510 0 500 1000 1500 2000 2500' John W.Kelly P.E. Engineering,D.P.G ob 108396.002.01-MATTITUCK,NY(BU#84321 1717 S. Boulder,Suite 300 Project E3--rt rt-> Tulsa,OK 74119 O1ien1 Crown Castle °ra"rnby Dlvakara I App'd Phone (918)587-4630 Code TIA-222-G hale 12/22/17 Scale NTS FAX (918)295-0265 Path D"O No E-4 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rad 314"x_4'(E) _ 109 5 _ _ (2)ETB19G8-12UB(� (2)Side Lighting(Per Photo) 108 (2)5'x 2"Pipe Mount(E) 98 H4 { ' A APXVSPP18-C-A20 w/Mount Pipe(P) 108 (2)5'x 2"Pipe Mount(E) 98 i APXVSPPI8-_C-A20 w/Mount_Pipe(P) 108 _ - -_(2)5'x2"Pipe Mount(E) - .98 _ _ APXV_SPP18-C-A20 w/Mount Pipe_(P_) 108 Platform Mount[LP 1201-11(E) _98 DT4658-2XR w/Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) 78 i DT4658-2XR w/Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) 78 DT4658-2XR w/Mount Pipe(P) 108 (2)X7CQAP-465-VRO w/Mount Pipe 78 (2)80OMHZ 2X50W RRH(P) 108 (R) I o c+ (2)80OMHZ 2X50W RRH(P) 108 (2)X7COAP-465-VR0 w/Mount Pipe 78 N n o r N I (2)800MHZ 2X50W RRH(P) 108 (R)--- - ----- - - I . - - j I - X7CAP-FRO-440-VRO w/Mount Pipe ;78 ' ! 190OMHZ RRH(65MHZ)(P)_ _ 108 -_ - - (R) 1900MHZ RRH(65MHZ)(P) 108 -- —" ' I (R)X7COAP-045-VRO w/Mount Pipe ;78 190OMHZ RRH(65MHZ)(P) 108 I TD-RRHBX20-25(P) 108 B4 RRH2X60-4R(R) 178 I j TD-RRH8X20-25(P) 108 B4 RRH2X60-4R(R) 78 s TD-RRH8x20-25(P) 108 84 RRH2X60-4R(R) 78 I (2)5'x 2"Pipe Mount(E) 108 613 RRH 4X30(R) 178 (2)V x 2"Pipe Mount(E) 108 _ 813 RRH 4X30(R) 78 ' ! X (2)5'x 2"Pipe Mount(E) 108 ata RRH 4X30(R) 78 I ' 1 . Sector Mount—[S I 901-3](E) 108 RXXDC-3315-PF48(R) 78 ------------------ ------ --- -- �� 71 Sit SBNHH-TM65A /Mount Pipe(E) 98 5'x 2"Pipe_Mount(E) - _ _78_ ' I SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) 78 ' SBNHH-1 D65Aw/Mount Pipe(O 98 V x 2"Pipe Mount(E) .76 • (2)800 10121 wt Mount Pipe(E) 98 Platform Mount(LP 1201-11(E) 78 ' ! (2)800 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) :61 ' (2)800 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) ,61 11 RRH2X40-07-L(E) 98 AIR 21 w/Mount Pipe(R) i 61 RRH2X4o-07-L(E) 98 , ! 520057A1(R) 161 RRH2X40-07-L(E) 98 S20057A1(R) ,61 ' DC6-08-60-18-8F(E) 98 S20057A1(R) •61 _-_-,__ ' B25 RRH4X30(E) 98 6'x 2"Mount Pipe(E) '61 o ' i B25 RRH030(E) 98 6'x 2"Mount Pipe(E) 61 B25 RRH4X30(E) 98 6'x 2"Mount Pipe(E) '61 (2)CBC819-DF-9-DCB(E) 98 T-Ann Mount CTA 702-3](E) 61 m 0 O CBC819-DF-9-DCB(E) 98 - - _-Side Arm Mount[SO 102-3](Per 61 (2)CBC819-DF-9-DCB(E) 98 Photo) , I 1 (2)ETB19GB-12UB(E) - _ -_-98 98-_ ' (2)ET819G8-12UB(E) I ! MATERIAL STRENGTH GRADE Fy Fu GRA5-E-1 Fy Fu ' I A607-60 160 ksi 175 ksi A607-65 165 ksi 180 ksl i TOWER DESIGN NOTES 35 5 ft 1. Tower Is located in Suffolk County,New York 2 Tower designed for Exposure C to the TIA-222-G Standard i 3 Tower designed for a 105 mph basic wind in accordance with the TIA-222-G Standard 4 Tower is also designed for a 50 mph basic wind with 0 75 in Ice.Ice is considered to increase In thickness with height 5. Deflections are based upon a 60 mph wind a I 6 Tower Structure Class II ALL AREFACFAC Topographic Category 1 with Crest Height of 0 000 ft 8 TOWER RATING:961% o AXIAL 52 K 0 a, O N O SHEAR MOMENT 6 K_L 525 kip-ft TORQUE 0 krp-ft 50 mph WIND-0 750 in ICE AXIAL 3 28 K SHE MOMENT 1 26 K 2141 kip-ft 0011 TORQUE 1 kip-ft v oI - o _ a REACTIONS-105 mph WIND I John W.Kelly P.E.Engineering,D.P.G °b 108396.002.01-MATTITUCK,NY(BUf#84321 1717 S. Boulder,Suite 300 Project Tulsa,OK 74119 Client Crown Castle °raw"by DlvakaraEpp'dPhone (918)587-4630 coda TIA-222-GDate NTS FAX 918 295-0265 Path Dwg No E-1 December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CCI BU No 843211 Project Number 108396 002 01,Application 414128, Revision 0 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P_allow % Pass/Fall No. Type Element (K) Capacity L1 1075-71 75 Pole TP29 726x24x0.219 1 -12270 1282.360 49.6 Pass L2 71.75-355 Pole TP35.094x28.688x0 25 2 -18.809 1710.580 959 Pass L3 35.5-0 Pole TP40.28x33 873x0.313 3 -27814 2739.690 961 Pass Summary Pole(1-3) 96.1 Pass Rating= 96.1 Pass Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation(ft) %Capacity Pass/Fail 1 Anchor Rods Base 72.7 Pass 1 Base Plate Base 80.7 Pass 1 Base Foundation (Structural) Base 70.2 Pass 1 Base Foundation (Soil Interaction) Base 88.7 Pass Structure Rating.(max.from all.components)_ 96.1% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the final load configuration. No modifications are required at this time. tnxTower Report-version 7 0 5 1 December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CCI BU No. 843211 Project Number 108396 002.01,Application 414128, Revision 0 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of - Antenna Model of Feed Line Level(ft) Elevation Manufacturer (ft) Antennas Lines Siie(in) 1 Generic 14' LP Platform 107.5 107.5 9 Decibel DB980H PCS -- -- 1 GPS Antenna W/Mount 3 Generic 10' T-Arm Mount 98 98 12 Swedcom ALP-11011-N 1 Generic 14' LP Platform 88 88 12 Andrew SMR-08-09011 1 Generic 14' LP Platform j 78 78 12 Swedcom ALP-11011-N 1 Generic To Antenna Mount W/Arms 62.5 62.5 3 EMS RR90-17-OODP PCS Panel 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks . Reference Source Online Application Sprint PCS Co-Locate, Rev#0 414128 CCI Sites ;Tower Manufacturer Drawing Summit Manufacturing, Job No.29200-1703 4840867 CCI Sites Foundation Drawing Summit Manufacturing, Job No.29200-1703 4840859 CCI Sites i Geotech Report Tectonic, Date: 11/15/2000 4840866 CCI Sites Antenna Configuration Crown CAD Package Date: 12/20/2017 CCI Sites 3.1) Analysis Method tnxTower(version 7.0.5.1), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. This analysis may be affected if any assumptions are not valid or have been made in error.We should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 7.0.5.1 December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CCI BU No. 843211 Project Number 108396 002.01,Application 414128,Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5 ft. Monopole tower designed by Summit in November of 2000. The tower was originally designed for a wind speed of 90 mph per TIA/EIA-222-F. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 105 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Level(ft) Elevation of Manufacturer 'Antenna�Model of Feed Line Note (ft) Antennas Lines Size(in) 3 Alcatel Lucent 190OMHZ RRH (65MHZ) 6 Alcatel Lucent 80OMHZ 2X50W RRH 108.0 108.0 3 Alcatel Lucent TD-RRH8X20-25 4 1-1/4 -- 3 Commscope DT465B-2XR 3 Rfs Celwave APXVSPP18-C-A20 Table 2-Existing and Reserved Antenna and Cable Information Center Number. 'w Number Feed Mounting Line Antenna , ®f' � � Antenna Model - ; ,of Feed' - Line `Note Level(ft) Elevation" ' Manufacturer (ft) Antennas Lines Size(in) 108.0 108.0 I 6 Decibel 98OH9OT2A-M 6 1-1/4 3 f 1 -- Sector Mount[SM 901-3] -- -- 1 3 Alcatel Lucent B25 RRH4X30 3 Alcatel Lucent RRH2X40-07-L 6 Andrew CBC819-DF-9-DCB 6 Andrew ETB19G8-12UB 12 1-5/8 98.0 98.0 3 3/8 1 3 Andrew SBNHH-1D65A 2 7/8 6 Kathrein 80010121 1 Raycap DC6-48-60-18-8F F-7-7 Platform Mount[LP 1201-1] 3 Alcatel Lucent B13 RRH 4X30 3 Alcatel Lucent B4 RRH2X60-4R 1 Css X7CAP-FRO-440-VRO 78.0 78,0 2 Css X7CQAP-445-VRO 1 1-1/4 2 4 Css X7CQAP-465-VRO 2 Jma Wireless X7CAP-465-VRO li 1 Raycap RXXDC-3315-PF-48 I Platform Mount[LP 1201-1] 12 7/8 1 3 Ericsson AIR 21 i 61.0 62.0 3 Remec S20057A1 1 1-1/4 2 61.0 1 -- T-Arm Mount[TA 702-3] 12 7/8 1 Notes 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed;Not consider in this analysis tnxTower Report-version 7.0.5 1 December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CCI BU No. 843211 Project Number 108396 002.01,Application 414128, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2- Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 6)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 7.0.5.1 B+T GRP December 27, 2017 if Cheryl Schultz John W. Kelly P.E. Engineering, D.P.0 Crown Castle 1717 S. Boulder, Suite 300 3530 Toringdon WaySuite 300 Tulsa, OK 74119 Charlotte, NC 28277 (918)587-4630 (704)405-6632 btwo@btgrp.com Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Carrier Site Number: NY33XC688 Carrier Site Name: NY33XC688 Crown Castle Designation: Crown Castle BU Number: 843211 Crown Castle Site Name: Mattituck Crown Castle JDE Job Number: 469257 Crown Castle Work Order Number: 1504706 Crown Castle Application Number: 414128 Rev. 0 Engineering Firm Designation: Project Number: 108396.002.01 Site Data: Elijah's Lane, Mattituck, Suffolk County, NY Latitude 400 59'57.79", Longitude-720 30'40.17" 107.5 Foot-Monopole Tower Dear Cheryl Schultz, We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1122033, in accordance with application 414128, revision 0. 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: Existing+Reserved+ Proposed Equipment Sufficient Capacity Note:See Table 1 and Table 2 for the proposed and existing/reserved loading,respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3-second gust wind speed of 135 mph converted to a nominal 3-second gust wind speed of 105 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor, Kzt, of 1 and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Brant Lozano (}F NEW Respectfully submitted by: John W. Kelly P.E. Engineering, D.P.C. COA: 0012619 Expires: 06/30/2020 w n E John W. Kelly, P.E. 094 tnxTower Report-version 7.0 5 1 // S.SId'��" From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Su�� Sent: Friday, October 19, 2018 10:46 AM To: Cummings, Brian A. E C E � V E Cc: Michaelis,Jessica Subject: Sprint Elijahs Lane OCT 2 4 2018 Attachments: NY.Southold.SPR.41SElijahsLn.Egpt.10.18.18.pdf Souihold To%vn Planning Bnard Good morning, � �®� Attached please find Cityscape's review for the Sprint Elijah Lane application. Please let us know if you have any questions regarding our analysis. Thank you and have a great weekend, Elizabeth Elizabeth Herington-Smith CityScape Consultants,Inc. Tel.561.541.3104 I Ofc.877.438.2851 www.cityscapegov.com 1 Town. of Southold cityscape Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Collocation Application Boca Raton,FL 33433-3483 Tel,877 438 2851 Fax:877.220.4593 October 18, 2018 0 Mr. Brian Cummingsm Planner ' OCT 2 4 2018 Town Hall Annex Building Southold Town 53095 Route 25 Planning Board Southold,New York 11971 RE: Town of Southold/SCTM#1000-108-4-11.3 Sprint/Mattituck Dear Mr. Cummings, At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Elite Towers on behalf of Sprint ("Applicant") to replace its equipment on an existing one hundred seven and a half(107.5) foot monopole tower, owned by Crown Communications. The tower is located at 415 Elijahs Lane, Mattituck,New York,see Figure 1. Support Structure&Equipment The purpose of the proposed modification is to allow the Applicant to add equipment for upgrades for fourth generation (4G) advanced wireless services, by adding new antennas and Remote Radio Heads (RRH) that will support higher speed wireless broadband. These modifications to the tower equipment will occur at the one hundred eight (108) foot level, Appendix, ExhibitA. The Applicant currently maintains six(6)antennas. It is proposed to replace the antenna platform and install six (6) new antennas and twelve (12) RRHs, see Appendix, Exhibit B. The existing six (6) coaxial feed lines will be replaces with four (4) fiber feed lines. New ground equipment will be installed within the existing Sprint equipment area. Town of Southold/SCTM#1000-108-4-11.3 Sprint/Mattituck cKyscape Page c o h 4 U LTA N T s , i N c Structural Analysis The Applicant provided a structural analysis by B+T Group, dated December 27, 2017, based on ANSIMA-222-G, Class 11 and exposure category "C" standards. The report states that the tower with the existing and proposed equipment will be loaded to 96.1%while the foundation will be 88.7%,see Appendix, Exhibit C. Wireless applications, other than new support structures are governed under the Middle- Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act) and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound, or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act. The submitted application conforms to the requirements of Town codes and State of New York wind codes and structural integrity. Therefore, it is CityScape's recommendation that the Town approve the application with the following conditions: 1. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. 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 recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, r, Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-108-4-11.3 �' Sprint/Mattituck yscape Page CoN' SU1, 'rA 'NTS . I N p e• DeLorme Street Atlas USA®2009 .�t dei" - • �9 @SS�' tet' �>`s,� >@ tt SCUND>+l1EW AVE' - • . _ F AN< 4�'L, v`y p3 Cu:c'roouti3:atic� '>,�_ Mrx ° - y� ff Si 04'O c. OJ. .` ~"x PHODOCfC - ,. ., s rr x'�� �_� - N0.Cv i7A�r11'aAY,• �� �` <'•,E :" _f �ppo e° �� ` t'roCo WAY ``�` fit, r°�"✓`" w �'�� • �s - T �. ,`✓ 1 �`. -,� MatOtuck 4; � -� _ " GREET Y.AY 4, ti K ra oe6c vA �`ft'i'`� •',t. Posrd. .�,� , a5'�AE ^_A�``-„: • y.' �6lattihrck •'N :Si:F`QtY'Au�E Fjk , ,", ,. v e •r t. - G :O 4.3" 1" - ..si'� k� �y,nlnflAvck � is _6 .v 2 `?p Peisrue Io e , c - " Data use subject to license. h Del-orme Cel-orme Street Atlas USAO 2009 0 800 1500 2400 3200 4000 tiv:n<delorme com MIN(13 7'%,'it) Data Zoom 1 -0 Figure 1 — Site Location Town of Southold/SCTM#1000-108-4-11.3 ' Sprint/Mattituck yscaps Page C O N S lJ 1. T A N T S , 1 N C Appendix Town of Southold/SCTM#1000-108-4-11.3 » Sprint/Mattituck yscam Page 5, c O N Il I. •r A N 'r S . I N C N£ly SPRMTtC�l PRII<t1E PLXTFOfsbt SITE PROI TART# =,PAt8,0 ViTM MAX0 RAIL I Tf MTE PROI PARTS LT2 IS5-1 TI? CF L3CHTUNG ROD ELCV.-1115-$ AGL oFPROPo$SDSPmTPCS TCP OF MS14-IG TOWSR &LEY.a�to3 O'AGL EifV.*+3105'-Q" AGI, ( - �• - �,�—NEWSPRMTPANCLAt1MNA (TYP.OF2 PER SECTOR,TOTAL OF 6)AND NEW$PRINT RAN MT. �+ OF EXISTING ANTENNAS MY OTHEM � OF4PER SECTOR,TOTAL OF12) ELEV-398'-0' AGL OfEXISTING ANTENNAS (BY OTHERS) LE EV- 7,Nr, AGL rtCYr EXISTING ANTENNAS(BY OTHERS) AGL r'T1C'r as SPRL`$T tx)2-1id5o FEEDUNES (--UV)ROUMM TO FDU.OW V=TM CABLE ROUTWS TO Mi LOCATION. MSMG FEEMPM TO a RE6KY,IED.. ! .It�.�tCr CtE I a i 3 t g! i ) 1 GRADE Exhibit A - Existing Support Structure Town of Southold/SCTM#1000-108-4-11.3 m Sprint/Mattituck Cyftspe Page Coh 5 1 1, 'rANTS . I N '��'••sem e 57fti G 1GT' 6" !tMVSPA TT PANEL ANTENNA ms-mc ON EXIsma MOUNT fm.OF 2 PER SECTOR.TOTAL OF 0). m NEW SPRINT RRH ON NEW ° MOUNT(TYP.OF 4 PER SECTOR.TOTAL OF Tz) O AA a e NEW SPFUNT LOW PROnV9 � PLATFORM SITE PROI PARTO i AIX-8 MTH HAND RAIL KIT SITE PROI PARTO MT=795-12 Exhibit B —Proposed Antenna Configuration Town of Southold/SCTM#1000-108-4-11.3 Sprint/Mattituck cKyscape Pagel C 0 N S U L 'r A T N T S I N C 4)ANALYSIS RESULTS Table 6-Section pac`t)r{Summary) [Svwon S8v 60n(ft) Component SimP(K) I-Pp-anow %C� pass I Fafl, oto, TW* Is, (K) ir.*;m Ll 137 5-71.75 fte TP29 72W44219 1 -122" 1262 560 49.8 Pass L2 71.7,5-355 Pule TP3&094%28-688x0 25 2 -16109 1710 5W 95.9 Pass L3 35 4 MM 98.1 Pass Z-0 poze TP402W3 ii��,313 3 -27.812 Pole(0) 9§t1 Pass Pat ng= 961 i] Pass Table 6-Tower Component Stresses vs.Capacity-LC7 Notes Component Elevation('ft) %Capacity Pass I Fail Anchor Rods Base 72-7 Pass Base Plate Base 80.7 Pass I Base Foundation (Structural) Base 70,2= Pass 1 Base Foundation(Soil lnteracfion) Base 88.7 Pass Z,7- .=-- -Xl- Structure Rating'max from all components)ts) Exhibit C - Structural Analysis Summary APPROVED AS NOTED DATE: B P.# FEE:5S®� BY: -- NOTIFY BUILDING DEPAR fMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF f SOUTHOLOTOWN PLANNING BOARD sen W TOWNTRMUS T OCCUPANCY O = USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 23.6 OF THE TOWN CODE. ae MW.AL INSR=ON secQVMW ' CONSTRUCTION SET Sprint® jr PROJECT: 2.5 REWORK 6580Sprint Parkway Overland Palk,KS 66251 SITE NAME: MATTITUCK CC CROWN CASTLE ® ma F•UMaOonfor n wwmss wo,w. SITE CASCADE: NY33XC688 CROWN BUN: 843211 / ORDER 414128 FRENCH&PARRELLO ASSOCIA-o•�s 1B0 Rmse 34,SUSe 101•W6t Now Jmm OMS 07323129800 x73231298M ri nt TM SITE ADDRESS: ELIJAH'S LANE SEAL �EOF.NES}-O MATTITUCK, NY 11952 `' raRo��� SITE TYPE: 107'-6" MONOPOLE ' p 796 'S Ali PETER J. 3 NEW TOW PROFESSIOiF'r1"i' UC NO 079612 SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING SCHEDULE REVISIONS e - REV DATE REVISION DESCRIPTION DWG# DRAWING TITLE 0 01/17/16 ISSUm FOR RENEW .APPLICANT: � +- x ,`a. • THIS IS A MODIFICATION TO AN EXISTING UNMANNED 1 02/22/18 lssum AS nNI TELECOMMUNICATIONS FACILITY T-1 TITLE SHEET SPRINT VISION `" I 6580 SPRINT PARKWAY • NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS SITE SPA CONSTRUCTION SPECIFICATIONS OVERLAND PARK,KS 66251 v SP-2 CONSTRUCTION SPECIFICATIONS • NO WASTE WATER WILL BE GENERATED AT THIS LOCATION PROPERTY OWNER: ° A-1 COMPOUND PLAN AND NOTES • APPLICANTS MAINTENANCE CREW(TYPICALLY ON PERSON)WILL MAKE CROWN ATLANTIC COMPANY LLC AN AVERAGE OF ONE TRIP PER MONTH A-`Z ELEVATIONS 550 PINETOWN ROAD,SUITE 316 FORT WASHINGTON,PA 19034A-3 ANTENNA AND RRU CONFIGURATION AND DETAILS A-4 CABINET DETAILS AND ANTENNA SCHEDULE TOWER OWNER: SCOPE OF WORK A-5 ANTENNA PLUMBING DIAGRAM NOTES SITE CROWN ATLANTIC COMPANY LLC PROJECT CONSISTS OF REMOVING(6)EXISTING ANTENNAS, - E-1 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS THIS DOCUMENT HAS BEEN PREPARED FOR A 650 PINETOWN ROAD,SUITE 316 AND(6)EXISTING COAX CABLES,AND INSTALLING(6) 24"x 36"FORMAT DO NOT SCALE IF PLOTTED FORT WASHINGTON,PA 19034 PROPOSED ANTENNAS,(12)PROPOSED RRH'S,AND(4) E-2 GROUNDING DETAILS AND NOTES ON ANY OTHER FORMAT PROPOSED HYBRID CABLES TO THE EXISTING WIRELESS LATITUDE(NAD83): TELECOMMUNICATIONS FACILITY. IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED N 400 69157.79"(NAD83) PROFESSIONAL,IT IS NOT A VALID DOCUMENT w }� AND NO LIABILITY IS ASSUMED FOR THE a!`.• INFORMATION SHOWN HEREON LONGITUDE(NAD83): THESE CUMENTS ARE W-72°30'40.17°(NAD83) � a ARE THE SOLE PROPERTY OF SPRINTIAL ANDND }'•; MAY NOT BE REPRODUCED,DISSEMINATED COUNTY: OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT SUFFOLK COUNTY LOCATION MAP APPLICABLE CODES DIRECTIONS ZONING JURISDICTION: ,fig= o START:3329 STREET RD,BENSALEM,PA 19020 HAMLET OF MATTITUCK ` d 1 1. HEAD SOUTHEAST. MATTITUCK t ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN 2. TURN RIGHT TOWARD PA-132W. ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS 3. SLIGHT RIGHT TOWARD PA-1132W. NY33XC688 ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE 4. TURN RIGHT ONTO W. 5. USE THE RIGHT LAN-1 TAKE THE RAMP TO F278 E PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE e. MERGE ONTO 1.278 E. ELIJAH'S LANE �,.'' " e„ u ,, -"i, p • a,, 'o�.reomw�.. CODES. 'L 7. USE THE LEFT 2 LANES TO TAKE THE NORTH EXIT. MATTITUCK, NY 11952 8. KEEP LEFT ATTHE FORK,AND MERGE ONTO NJ TPKE. c^ �/ 9. CONTINUE 3FORINTERNTO 1-95/NJ TPKE• SUFFOLK COUNTY f 1.INTERNATIONAL BUILDING CODE,2016 EDITION 10. TAKE EXIT A FOR INTERSTATE 276 TOWARD ELIZABETH/GOETHALS BR/VE-rHALs O IDG ' " - a• s rt 1 "°'•Q 11. KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR I-276 E/VERRAZANO BR/GOETHALS BRIDGE - 2.INTERNATIONAL MECHANICAL CODE,2015 EDITION _ "•a•�+� AND MERGE ONTO 1.278 E. ANSI EIAfT1A-222 STRUCTURAL STANDARD 12. KEEP LEFT TO STAY ON 1.278 E. + 4.NFPA 780-LIGHTNING PROTECTION CODE 13. KEEP LEFT TO STAY ON 1.278 E,FOLLOW SIGNS FOR FINGERBOARD RD/ULY POND AVE. 6.UNIFORM PLUMBING CODE 14. USE THE LEFT LANE TO TAKE THE EXIT TOWARD BELT PARKWAY MNNEDY AIRPORT. SITE 6.NATIONAL ELECTRICAL CODE 15. MERGE ONTO BELT PKWY. �''- -,- 16. USE THE LEFT 2 LANES TO TAKE EXIT 25A FOR SOUTHERN STATE PKWY TOWARD TITLE SHEET EASTERN U. 17. CONTINUE ONTO SOUTHER STATE PKWY. - �^-; 18. KEEP RIGHTTO STAY ON SOUTHERN STATE PKWY. ' �y,py; -- _ ,� • 19. TAKE EXIT 44E TOWARD MONTAUKINY-27 E. 20. MERGE ONTO SUNRISE HWY SOUTH SERVICE RD. DATE* SCALE 21. USE THE LEFT LANE TO TAKE THE 27 E RAMP TO MONTAUK. 01/04/2018 AS NOTED " 4' + . - " • 22. MERGE ONTO NY-27 E. - = 23. TAKE EXIT 63N FOR OLD RIVERHEAD ROAD TOWARD RIVERHEAD. DRAWN BY SHEET# 24 MERGE ONTO OLD RIVERHEAD RD. DC 11 _ 25 AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO OUOGUE RIVERHEAD RD. 26. KEEP RIGHT TO CONTINUE ON CROSS RIVER DR. CHECKED BY E Know where below. (l 27. TURN RIGHT ONTO MAIN RD P J T T-1 CBII b6(DTe you dig. 28. TURN LEFT. PROJECT# www ca11611 com 29. DESTINATION WILL BE ON THE LEFT. _./ s_ - - N"' ter.--�,=�iy„ [ 9=9 6 •+sc�,sa s EUJAH'S LANE,MATTITUCK,NY 11952 24381303 SECTION 01 100-SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK REMOTE ELECTRICAL TILT(RET)CABLES:A/E TO THE WORK: IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF Sprint - ,v SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS,LATEST EDITION,AND TESTING. MISCELLANEOUS: INSTALL SPLITTERS,COMBINERS,FILTERS PER RF DATA SHEET,FURNISHED BY SPRINT. PORTIONS THEREOF. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. 6580 Spnnt Parkway ANTENNA INSTALLATION: Overland Park,KS 66251 PRECEDENCE: CREQUIRED CLOSEOUT DOCUMENTATION INCLUDESBUT IS NOT LIMITED TO THE FOLLOWING; THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE C. , SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR INSTRUCTIONS SUPPLIED BY THE MANUFACTURER.ANTENNA HEIGHT,AZIMUTH,AND FEED WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. CROWN CONSTRUCTION DRAWINGS,INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. 1. AZIMUTH,DOWNTILT,AGL FROM SUNSIGHT INSTRUMENTS-ANTENNA ALIGNMENT TOOL A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE CASTLE (AAT) BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN SITE FAMILIARITY: 1 DEGREE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS Icc DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. B. ANTENNA MOUNTING REQUIREMENTS:PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED in•FwOaauon rol•wo-o MswoNa 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON THE DRAWINGS. ONSITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR HYBRID CABLE INSTALLATION: zL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION A. THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CABLES AS INDICATED ON THE WITH THE CONTRACT DOCUMENTS. 'S S. PDF SCAN OF REDLINES PRODUCED IN FIELD CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. DRAWINGS,SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS BUILT DRAWING FRENCH&PAFIFIELLO THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S AT THE JOBSIIE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. PRODUCTION SPECIFICATIONS FOR BENDING RADII. AS^SOCIA-I-ES 17300 Rowe 34,l3uka 101•Wel,New Jamey W718 LIEN WAIVERS A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.PROVIDE ALL MATERIALS AND LABOR AS 7. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND x•7323129800 t732.3'129801 REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.MODIFICATIONS MAY BE INSTALLATION. SEAL. REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE S. FINAL PAYMENT APPLICATION OF I`1E W yO INCLUDED AS PART OF THE WORK. 9• REQUIRED FINAL CONSTRUCTION PHOTOS 1 FASTENING I CABLE SUPPORT GRIPS AS REQUSLLED INSIDE MONOPOLE WITH RED BY THE MANUFACTURERA ��Q�-- A �•TR�o�,Q� B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE(MEDUSA), ( NOTED OTHERWISE.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: F- y19 A CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. (SPRINTS DOCUMENT REPOSITORY OF RECORD). C e. FIBER:SUPPORT FIBER BUNDLES USING'h"VELCRO STRAPS OF THE REQUIRED LENGTH & C. MARK THE FIELD SET OF DRAWINGS IN RED,DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST:SPRINT WILL PROVIDE SEPARATE O 16"OC.STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR GUIDANCE INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL N b. DC:SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH.ZIP TIES TO BE UV A 9'j Z METHODS OF PROCEDURE(MOPS)FOR CONSTRUCTION: STABILIZED,BLACK NYLON,WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTUREDDATE CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN PETER J �$FiLO BY NELCO PRODUCTS OR EQUAL. New YORK raoFEssfo uc no 079812 A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 REVISIONS 3. FASTENING JUMPERS:SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING B. CABLE LABELING EN-2012-00 STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR RENEW C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 4. CABLE INSTALLATION: 1 02/22/18 ISSUm AS RNAL SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE,NOTIFY THE CONSTRUCTION MANAGER. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. b. CABLE ROUTING:CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES - WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS AVOID TWISTING AND CROSSOVERS. PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. c. HOIST CABLE USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR RECOMMENDED MAXIMUM BEND RADIUS. CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. NOTES SECTION 11 700-ANTENNA ASSEMBLY,REMOTE RADIO UNITS AND CABLE THIS DOCUMENT HAS BEEN PREPARED FOR A INSTALLATION 24N 36"FORMAT DO NOT SCALE IF PLOTTED SECTION 01 300-CELL SITE CONSTRUCTION SUMMARY: ON ANY OTHER FORMAT NOTICE TO PROCEED: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS,RRU'S,AND CABLE EQUIPMENT, IF THIS DOCUMENT DOES NOT CONTAIN THE NO WORK SHALL COMMENCE PRIOR TO COMPANYS WRITTEN NOTICE TO PROCEED AND THE INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE. RAISED SEA OF THE UNDERSIGNED ISSUANCE OF WORK ORDER. ANTENNAS AND RRU'S: PROFESSIONAL,IT IS NOT A VALID DOCUMENT SITE CLEANLINESS: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND CONSTRUCTION DRAWINGS. TRASH.AT THE COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE FROM THE SITE ALL THESE DOCUMENTS ARE CONFIDENTIAL AND REMAINING RUBBISH,IMPLEMENTS,TEMPORARY FACILITIES,AND SURPLUS MATERIALS. HYBRID CABLE: ARE THE SOLE PROPERTY OF SPRINT AND HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL MAY NOT BE REPRODUCED,DISSEMINATED BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S OR REDISTRIBUTED WITHOUT THE EXPRESS REQUIREMENTS. WRITTEN CONSENT OF SPRINT SECTION 01 400-SUBMITTALS&TESTS JUMPERS AND CONNECTORS: ALTERNATES: FURNISH AND INSTALL 1/2"COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS.JUMPERS AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE TYPE LDF 4,FLC 12.50,CR 640,OR Fla 540.SUPER-FLEX CABLES ARE NOT ACCEPTABLE. MA 1-7-1-� ITUCK SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL.SPRINT WILL REVIEW JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE INCH FOAM DIELECTRIC,OUTDOOR RATED COAXIAL CABLE,MIN LENGTH FOR JUMPER SHALL BE NY33XC688 CONSIDERED, 10°-0" TESTS AND INSPECTIONS: ELIJAH'S LANE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND MATTITUCK NY 11952 PROJECT DOCUMENTATION. � B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SUFFOLK COUNTY 1/ 1. COAX SWEEPS AND FIBER TESTS PER TS-0200(LATEST REVISION)ANTENNA LINE ACCEPTANCE STANDARDS. CONSTRUCTION 2. AGL,AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA SPECIFICATIONS USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT).INSTALLED AZIMUTH,CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA DATE SCALE 01/04/2018 AS NOTED DRAWN BY SHEET# D C. CHECKED BY PIT SP-1 PROJECT# 24381303 CONTINUE FROM SP-1 SUPPORTING DEVICES: HUBS AND BOXES: 6. GROUNDING OF TRANSMISSION LINES:ALL TRANSMISSION LINES SHALL BE GROUNDED AS A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS:SUBJECT TO COMPLIANCE WITH A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS Sprint INDICATED ON DRAWINGS. REQUIREMENTS,PROVIDE PRODUCTS BY THE FOLLOWING: PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.HUB SHALL Pe INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL PROVIDE IMPACT RESISTANT 105 DEGREE C 6580 Sprint Parkway 6. HYBRID CABLE COLOR CODING:ALL COLOR CODING SHALL SEAS REQUIRED IN TS 0200 1. ALLIED TUBE AND CONDUIT PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Overland Park,KS 66251 (LATEST REVISION). 2. &LINE SYSTEM B. CABLE TERMINATION FITTINGS FOR CONDUIT 7. HYBRID CABLE LABELING:INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED a ®� ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 3. UNISTRUT DIVERSIFIED PRODUCTS 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-ZIGEDNEY OR EQUAL G e 1,11 TH 2012-001,REV 1 BY RQX TEC. CAST L E a. 'MOMS a BETTS WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO-CL2075;OR MADE FOR THE PURPOSE B. FASTENERS:TYPES,MATERIALS,AND CONSTRUCTION FEATURES AS FOLLOWS: PRODUCTS BY ROXTEC. m°wuw°0do W.W0el Mdd A ALL FIBER&COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. 1. EXPANSION ANCHORS:CARBON STEEL WEDGE OR SLEEVE TYPE. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY,HEAVY DUTY,WEATHERPROOF,DUST PROOF,WITH GASKET,PLATED IRON ALLOY COVER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS.ALL INSTALLATIONS MUST BE 2. POWER-DRIVEN THREADED STUDS:HEAT-TREATED STEEL,DESIGNED SPECIFICALLY FOR AND STAINLESS STEEL COVER SCREWS,CROUSE-HINDS WAS SERIES OR EQUAL DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST THE INTENDED SERVICE. PRACTICES. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. 1. COLD SHRINK:ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE PROVIDE CROUSE-HINDS FORM 8 OR EQUAL FRENCN&PARRELLO WRAP OF 2-ELECTRICAL TAPE EXTENDING 2"BEYOND TUBING.PROVIDE 3M COLD SHRINK 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. AS SOC IATEcS E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN,SQUARE°D°,CROUSE-HINDS, CXS SERIES OR EQUAL. S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. COOPER,ADALET,APPLETON,O-Z GEDNEY,RACO,OR APPROVED EQUAL. 1800 Roum34.Buts 101°Wd.New M"OMS a 7323129900 F732S129301 2. SELF-AMALGAMATING TAPE:CLEAN SURFACES.APPLY A DOUBLE WRAP OF 6. MACHINE SCREWS,WELDED THREADED STUDS,OR SPRING-TENSION CLAMPS ON STEEL SEAL SELF-AMALGAMATING TAPE 2°BEYOND CONNECTOR.APPLY A SECOND WRAP OF pF NSW ELECTRICAL TAPE EXTENDING 2BEYOND THE SELF-AMALGAMATING TAPE. rG SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION.APPLY DOUBLE WRAP OF 2°WIDE , ' r ° 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. SUPPLEMENTAL GROUNDING SYSTEM �� J.rq O� 3. 3M SLIM LOCK CLOSURE 716:SUBSTITUTIONS WILL NOT BE ALLOWED. S. DO NOT WELD CONDUIT,PIPE STRAPS,OR ITEMS OTHER THAN THREADED STUDS TO STEEL A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON Q�� STRUCTURES. THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER 4. OPEN FLAME ON J09 SITE IS NOT ACCEPTABLE 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION,USE SHEET METAL SCREWS. GROMMETS.GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,SIZES AS INDICATED ON THE DRAWINGS.PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS SECTION 11 800-INSTALLATION OF MULTIMODAL BASE STATIONS(MMBS)AND EXCEPTED AS OTHERWISE NOTED. u RELATED EQUIPMENT B. SUPPLEMENTAL GROUNDING SYSTEM:ALL CONNECTIONS TO BE MADE WITH CAD WELDS, SUPPORTING DEVICES: EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY A 9612 ti MANUFACTURER;AT GROUND BARS USE TWO HOLE SPADES WITH NO OX SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PETER JROFESS7�$P8�0 DATE PERMANENTLY IN ACCORDANCE WITH NEC. C. STOLEN GROUND-BARS:IN THE EVENT OF STOLEN GROUND BARS,CONTACT SPRINT CM FOR NEW YORK PIO UC NO 079512 A. THIS SECTION SPECIFIES MMBS CABINETS,POWER CABINETS,AND INTERNAL EQUIPMENT REPLACEMENT INSTRUCTION USING THREADED ROD KITS. INCLUDING BY NOT LIMITED TO RECTIFIERS,POWER DISTRIBUTION UNITS,BASE BAND UNITS, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. REVISIONS SURGE ARRESTORS,BATTERIES,AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR(OFCI). C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS,FASTEN ELECTRICAL ITEMS AND THEIR EXISTING STRUCTURE: REV DATE REVISION DESCRIPTION SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: 0 01/17/19 MM FOR REVIEW B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS,RECEPTACLES,SWITCHES,DEVICES, LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 26 PERCENT OF THE BOXES,AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT 1 02/22/19 ISSUM AS FINAL SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE WALL,CEILING,OR FLOOR SO THAT SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. PROOF TEST LOAD. THEY ARE CONCEALED AND SAFE.WALL,CEILING,OR FLOOR SHALL BE PATCHED TO MATCH THE C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ADJACENT CONSTRUCTION. DC CIRCUIT BREAKER LABELING CONDUIT AND CONDUCTOR INSTALLATION: A NEW DC CIRCUIT IS REQUIRED IN MMES CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU ELECTRICAL IDENTIFICATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS BEING SERVICED AND HANGERS.EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE NOTES SECTION 26100-BASIC ELECTRICAL REQUIREMENTS B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR THIS DOCUMENT HAS BEEN PREPARED FOR A SUMMARY: OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY ON ANY OTHER FORMAT SECTION 26 200•ELECTRICAL MATERIALS AND EQUIPMENT GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE, IF THIS DOCUMENT DOES NOT CONTAIN THE QUALITY ASSURANCE: CONDUIT: RAISED SEA OF THE UNDERSIGNED B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PROFESSIONAL,IT IS NOT A VALID DOCUMENT A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE A. RIGID GALVANIZED STEEL(RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE AND NO LIABILITY IS ASSUMED FOR THE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. INFORMATION SHOWN HEREON. RIGID CONDUIT AND FITTINGS SHALL BE STEEL,COATED WITH ZINC EXTERIOR AND INTERIOR BY THESE DOCUMENTS ARE CONFIDENTIAL AND B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THE HOT DIP GALVANIZING PROCESS.CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE 080.1,FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' ARE THE SOLE PROPERTY OF SPRINT AND FOR THIS PROJECT. LABORATORIES.FITTINGS SHALL BE THREADED-SET SCREW OR COMPRESSION FITTINGS WILL MAY NOT BE REPRODUCED,DISSEMINATED NOT BE ACCEPTABLE.RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED,REPUBLIC OR OR REDISTRIBUTED WITHOUT THE EXPRESS C. MATERIALS AND EQUIPMENT:ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE WHEATLAND. WRITTEN CONSENT OF SPRINT. SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE(PVC)SUITABLE FOR DIRECT BURIAL AS APPLICABLE.JOINTS SHALL BE BELLED,AND FLUSH SOLVENT WELDED IN MATTITUCK ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CONDUIT SHALL BE CARLON ELECTRICAL SUPPORTING DEVICES: PRODUCTS OR APPROVED EQUAL. NY33XC688 A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE C. TRANSITIONS BETWEEN PVC AND RIGID(RGS)SHALL BE MADE WITH PVC COATED METALLIC SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. LONG SWEEP RADIUS ELBOWS. ELIJAH S LANE B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN MATTITUCK, NY 11952 THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE WALLS AND CEILINGS.EMT SHALL BE MILD STEEL,ELECTRICALLY WELDED, FOR THIS PROJECT. ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION SUFFOLK COUNTY C80.3,FEDERAL SPECIFICATION WW-C-563,AND SHALL BE UL LISTED.EMT SHALL BE C. MATERIALS AND EQUIPMENT: MANUFACTURED BY ALLIED,REPUBLIC OR WHEATLAND,OR APPROVED EQUAL FITTINGS SHALL ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE BE METALLIC COMPRESSION.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO CONSTRUCTION EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS,MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM.SETSCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SPECIFICATIONS MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED S-FEET.LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE,OR APPROVED EQUAL DATE SCALE: F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH(21MM). 01/04/2018 AS NOTED DRAWN BY SHEET# DC CHECKED BY. PJ1. SP-2 PROJECT# 24381303 SITE NOTES EXISTING T-MOBILE EQUIPMENTPAD 1 PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, Sprint® AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE �x—X—X—X—X—X—X—X—XX—x—x— —x—x BOUNDARY SURVEY EXISTING UTILITY x ANTENNA PLANx FRAME (TYP) 2 THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS 6580 Spnnt Parkway SEE 1/A�3&2/A4. SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD Overland Park,KS 66251 EXISTING VAULT EXISTING 107'-6" Y 3 THE HORIZONTAL DATUM(COORDINATES)ARE IN TERMS OF THE NORTH o MONOPOLE / AMERICAN DATUM OF 1983(NAD 83) THE VERTCAL DATUM(ELEVATIONS)ARE CROWN R®1/tl N z I `I ©❑ ' IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) fel �I V 1 Y Z x x EQUIPMENT PLAN. CASTLE ' SEE 2/A-1 AND 3/A-1 4 NO NOISE,SMOKE,DUST,OR ODOR WILL RESULT FROM THIS FACILITY. cc EXISTING ICE BRIDGE (TYP) I I 5 THE FACILITY IS UNMANNED AND NOT FOR HUAN HABITATION (THERE IS NO EXISTING AT&T HANDICAP ACCESS REQUIRED). EQUIPMENT SHELTER I —— ! 6 THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE x 7 THE PROPOSED DEVELOPMENT DOES NOTINCLUDE STREET SIGNS OR ANY TYPE FRENCH&PARRELLO x 8 THE PROPOSED DEVELOPMENT DOES NTO INCLUDE OUTDOOR STORGE OR ASSOCIATES — ANY SOLID WASTE RECEPTACLES. 1800 Rafe 34,Sure 101•Wel.New Je1v_WOT71S EXISTING AT&T o,792 SIP-SSW P7323129801 x x GENERATOR PAD SEAL I I GENERAL NOTES OF NEW r0 x , 1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, C7 (�GR J.TR/ii xQ� EXISTING CHAINLINK ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES,UTILITIES FENCE (TYP) COMPANY OR OTHER PUBLIC AUTHORITIES _A_ x x ?W 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS �t9 r I EXISTING UTILITY I AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL,STATE, UJ "' PAD EXISTING UTILITY COUNTY OR MUNICIPAL AUTHORITIES i FRAME " 3 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER,IN EXISTING VERIZON WRITING,OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE A 96 2 !G x 7K WIRELESS SHELTER SUBMISSION OF BIDS OR PERFORMANCE OF WORK,MINOR OMISSIONS OR ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF PETER J. SG DATE THESE DRAWINGS NEW YORK PROFESSO 1J0.NO 079612 / -x—x—x—x x—x i. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING REVISIONS EXISTING DOUBLES/ ` EXISTING WALL SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION THE REV DATE REVISION DESCRIPTION ACCESS GATE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF THE 0 01/17/16 ISSUED FOR RENEW CONSTRUCTION OF THIS FACILITY 1 02/22/16 rssum AS MAL 1 COMPOUND PLAN 5 THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL A-1 SCALE: 1/8" = 1'-0" MATERIALS,EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. GRAPHIC SCALE ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 8 0 4 8 16 32 B THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE (IN FEET) WITH THE CONTRACT DOCUMENTS 1/8 INCH 1 FOOT 7 POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER PROPOSED RECTIFIER SHELF PROPOSED 2.6 EQUIPMENT TO BE 8 CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF NOTES ENGINEERING PRIOR TO INSTALLATION. TO BE INSTALLED INSIDE INSTALLED IN EXISTING MMBTS I THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING MMBTS CABINET CABINET(INCLUDING BUT NOT 9 TRANSMITTER AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA/EIA 222-6 24"x 36"FORMAT DO NOT SCALE IF PLOTTED EXISTING DC EXISTING OC LIMITED TO BASE BAND UNIT, REQUIREMENTS ON ANY OTHER FORMAT DISTRIBUTION AND FIBER DISTRIBUTION AND FIBER CELL SITE ROUTER,SURGE MANAGEMENT BOX EXISTING SPRINT MANAGEMENT BOX ARRESTORS AND POWER AND 10 ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPPED GALVANIZED STEEL IF THIS DOCUMENT DOES NOT CONTAIN THE BTS CABINET FIBER CONNECTIONS RAISED SEA OF THE UNDERSIGNED EXISTING SPRINT EXISTING SPRINT - 11 CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES PROFESSIONAL,IT IS NOT A VALID DOCUMENT RRH MOUNTED ON EXISTING SPRINT RRH MOUNTED ON PRIOR TO EXCAVATING AND NO LIABILITY IS ASSUMED FOR THE UNISTRUT FRAME BATTERY CABINET UNISTRUT FRAME INFORMATION SHOWN HEREON (TYP OF 3) (TYP OF 3) (4)PROPOSED BATTERIES TO 12,IFANY PIPING EXISTS BENEATH THE SITE AREA,CONTRACTOR MUST LOCATE THESE DOCUMENTS ARE CONFIDENTIAL AND BE INSTALLED IN EXIS RNG IT AND CONTACT OWNERS REPRESENTATIVE ARE THE SOLE PROPERTY OF SPRINT AND EXISTING EXISTING BATTERY RACK IF REQUIRED 13A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT MAY NOT BE REPRODUCED,DISSEMINATED SPRINT ICE SPRINT ICE MI WRITTEN CONSENT OF SPRINT. BATTERIES REQUIRED TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE OR REDISTRIBUTED WITHOUT THE EXPRESS BRIDGE BRIDGE MINIMUM) AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT THE EXISTING SPRINT EXISTING SPRINT APPURTENANCES. PRIOR TO THE INSTALLATION OF THE PROPOSED COVERED EQUIPMENT COVERED EQUIPMENT EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE,THE OWNER'S PLATFORM PLATFORM AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED MATTITUCK PROFESSIONAL ENGINEER EXISTING (6) COAX 11111 CABLES TO BE NY33XC6 8 REMOVED liiiiiiiiiiiiiiiiiiiiillillillillillillit ELIJAH'S LANE PROPOSED SPRINT(4)11-1/4"0 FEELINS(IS&LENGTH)ROUTED TO FOLLOWEEXISTING CABLE ROUTING TO Iffiffiflillil MATTITUCK, NY 11952 RRH LOCATION SUFFOLK COUNTY EXISTING SPRINT EXISTING SPRINT PPC CABINET PPC CABINET STRUCTURAL NOTE: COMPOUND PLAN AND A STRUCTURAL ANALYSIS OF THE EXISTING NOTES TOWER SHALL BE PERFORMED TO CONFIRM 2 EXISTING EQUIPMENT PLAN 3 PROPOSED EQUIPMENT PLAN ADEQUACY PRIOR TO INSTALLATION OF NEW A-i SCALE: 1/4" = 1'-0" A-1 SCALE: 1/4" = V-O" ANTENNAS AND CABLING. DATE 01/04/2016 SCALE GRAPHIC SCALE GRAPHIC SCALE AS NOTED 4 0 2 4 6 16 4 0 2 4 6 16 CONTRACTOR TO VERIFY CONDITIONS OF THE DRAWN BY, SHEET# EXISTING WIRELESS INSTALLATION PRIOR TO DC MODIFICATIONS. IF THE CONDITIONS ARE NOT CHECKED BY (IN FEET) AS PER THE ORIGINAL INSTALLATION OR THE 1/4 INCH i FOOT ^_� ( FEET) 1/4 INCH-1 FOOT SUPPORTING STRUCTURE HAS DETERIORATED, PJ.T !''1 THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PROJECT# 24381303 Sprint® ,v 6580 Spnnt Parkway Overland Park,KS 66251 NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# MC-PAI2L-B WITH HAND RAIL KIT CROWN SITE PRO11 PART#MT-195-12 EXISTING T-ARM MOUNTS CC CASTLE (TYP. OF 1 PER SECTOR, me FnurI o Aroe o wimlesew dd TIP OF LIGHTNING ROD TOTAL OF 3) TO BE REMOVED TIP OF LIGHTNING ROD ELEV=1115'-6" AGL ELEV=1115'-6" AGL L OF EXISTING SPRINT ANTENNAS TOP OF EXISTING TOWER OFPROPOSEDSPRINT PCS TOP OF EXISTING TOWER ih ELEV=1108'-0" AGL ELEV.=1106'-0" AGL ELEV.=1108 0°AGL ELEV=f106'-0" AGL VFRENCH&PAFlRELLO NEW SPRINT PANEL ANTENNA ASSOCIATES (NP.OF 2 PER SECTOR,TOTAL 1800 Route 34,>311ite 101 Wel,New.krea707718 EXISTING SPRINT ANTENNAS OF 6)AND NEW SPRINT RRH(7YP. OF EXISTING ANTENNAS (BY OTHERS) (TYP. OF 2 PER SECTOR, OF EXISTING ANTENNAS (BY OTHERS) OF 4 PER SECTOR,TOTAL OF 12) a-7323129800P7329129801 _ EL V. AGL TOTAL OF 6) TO BE REMOVED ELEV.=f98'-0" AGL 3 4 S SEAL: OF Id r A-3 A-3 A3 `Q+ R J.T 0 s co A� A-3 F- ✓�7 \ OF EXISTING ANTENNAS (BY OTHERS) OF EXISTING ANTENNAS (BY OTHERS) O' ` ELEV.=d 78'-0" AGL ELEV=t78'-0" AGL p 96 2 PETERJ TrS��O DATE NEW YORK PROFESSIO UC NO 079612 REVISIONS REV, DATE REVISION DESCRIPTION 0 01/17/16 ISSUED FOR REVIEW h E OF EXISTING ANTENNAS (BY OTHERS) OF EXISTING ANTENNAS (BY OTHERS) 1 02/22/16 ISSUED AS FINAL ELEV.=f61'-O" AGL ELEV.=t61'-O" AGL PROPOSED SPRINT(4)1.1/4"0 FEEDLINES (#166')ROUTED TO FOLLOW EXISTING CABLE ROUTING TO RRH LOCATION. EXISTING FEEDLINES TO BE REMOVED. NOTES, EXISTING 107'-6" EXISTING 107'-6" THIS DOCUMENT HAS BEEN PREPARED FOR A MONOPOLE MONOPOLE 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE GRADE GRADE ELEV=t0'-0" AGL NOTE. ELEV.=tO'-0" AGL MATTITUCK, NY 11952 ANTENNA BY OTHERS NOT SUFFOLK COUNTY SHOWN FOR CLARITY. 1 EXISTING TOWER ELEVATION 2 PROPOSED TOWER ELEVATION A-2 SCALE: 1/8" = 1'-0" STRUCTURAL NOTE; A_2 SCALE: 1 8" = 1'-0" A STRUCTURAL ANALYSIS OF THE EXISTING GRAPHIC SCALE TOWER SHALL BE PERFORMED TO CONFIRM GRAPHIC SCALE ELEVATIONS 8 0 4 6 16 32 ADEQUACY PRIOR TO INSTALLATION OF NEW a 0 4 8 16 32 ANTENNAS AND CABLING. (IN FEET) (IN FEET) 1/8 INCH e 1 FOOT 1/8 INCH m 1 FOOT CONTRACTOR TO VERIFY CONDITIONS OF THE 01/04/201e SCALE EXISTING WIRELESS INSTALLATION PRIOR TO AS NOTED MODIFICATIONS. IF THE CONDITIONS ARE NOT DRAWN BY. SHEET# NOTE: AS PER THE ORIGINAL INSTALLATION OR THE OC ANTENNA BY OTHERS NOT SUPPORTING STRUCTURE HAS DETERIORATED, BY ED CHECK SHOWN FOR CLARITY. THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. ED A-2 PROJECT# 243e1303 = EXISTING T-AkM MOUNTS g o (TYP OF 1 PER SECTOR, q Spri n t Q o TOTAL OF 3) TO BE REMOVED SOA F w sF�'Os' 6580 Sprint Parkway �,rn TO,pO Overland Park,KS 66251 w EXISTING SPRINT ANTENNAS (TYP OF 2 PER SECTOR, 9 TOTAL OF 6) TO BE REMOVED CROWN NEW SPRINT PANEL ANTENNA AL EXISTING 107'-6" ON EXISTING MOUNT(TYP.OF CASTLE MONOPOLE 2 PER SECTOR,TOTAL OF 6). cc 2 NEW SPRINT RRH ON NEW m"F"u"an0on rw•wirel"a weNa F- MOUNT(TYP.OF 4 PER A-33 4 Q SECTOR,TOTAL OF 12) ry A3 Z EXISTING 107'-6" 9 6 7 MONOPOLE p� A 3p 3 Z Q " r) PROPOS FRENCH Sil RELLO SECT R_Zp PAR ASSOCIATES O 1600 Rage 34 9r(LB 701•Wel.New Jereap07716 a 732 312 9800,P 782 3129807 _ SFp 0R/erq SEAL �PoF NE w J.o �A GG, P r c w~ G21 S NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# AQ A 96 Z CG o MC PA12L-S WITH HAND RAIL KIT 0�\O PETER J. pyo DATE SITE PROt PART#MT-195-12 �O NEW YORK PROFE550 LC NO 079612 O�O� p rJ7` REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR RENEW 1 02/22/18 ISWW AS nNAL 1 EXISTING ANTENNA CONFIGURATION - 2 FINAL ANTENNA CONFIGURATION A-3 SCALE: 1/2" = 1'-O" A-3 SCALE: 1/2" = 1'-O" GRAPHIC SCALE GRAPHIC SCALE 2 0 1 2 4 8 2 0 - 1 2 4 8 (IN FEET) (IN FEET) 1/2 INCH-1 FOOT 1/2 INCH 1 FOOT - - MIN 25"DIA SCHEDULE40 R GALVANIZED MOUNTING PROPOSED RRU MOUNTING K ,c� NOTES' PIPE (SPR13MWO271A1 ORAPPROVED EQUAL) DEPTH}— WIDTH - �, ,,°y.�=A! "`<, WIDTH—r— r DEPTH I �— " 4 24"A 6"FORMAT DO NOT SCATHIS DOCUMENT HAS BEEN LE IPF PLOTTED ARED FOR A PROPOSED ANTENNA PROPOSED26 GHZ RRU a ON ANY OTHER FORMAT MOUNTING BRACKET A$ c (TtP> o IF THIS DOCUMENT DOES NOT CONTAIN THE PROPOSED CABLES FROM o ' RAISED SEA OF THE UNDERSIGNED BREAKOu7 CYUNDER TO RRUS - PROFESSIONAL,IT IS NOT A VALID DOCUMENT o AND NO LIABILITY IS ASSUMED FOR THE INFOR TION REON PROPOSED SST STANDARD THESE DOCUMENTS ARE HANGER PER MANUFACTURERS e w , SPECIFICATION - THESE DOCUMENTS ARE CONFIDENTIAL AND o NOTES' ARE THE SOLE PROPERTY OF SPRINT AND _ = TX CONFIG 2x50 MAY NOT BE REPRODUCED,DISSEMINATED PROPOSED BREAKOUT CYLINDERa WEIGHT 60 LBS OR REDISTRIBUTED WITHOUT THE EXPRESS Z eLi VOLUIME•49 LITERS WRITTEN CONSENT OF SPRINT w J o DIMENSIONS HxWxD194"x129'MO7" PROPOSED RISER CABLE = 6 800 MHZ 2x50W RRH DETAIL llltl� NOT TO SCALE MATTITUCK SIDE VIEW FRONT VIEW =--_ NY33XC688 .fpr, PROPOSED ANTENNA 25MH2 �, 4 !J. , ELIJAH'S LANE A 3 COM _ MATTITUCK, NY 11952 COMPLY WITH MANUFACTURERS INSTRUCTIONS TO ENSURE THAT ALL RRU'S RECEIVE COUNTY (��} ELECTRICAL POWER MANN 24 ACTURES OF BEING D �I@•3 SUFFOLK COUN 1 1 FRONT VIEW SIDE VIEW REMOVED FROM THE MANUFACTURER'S "+• 6 THE RAIN PACKAGING DO NOT OPEN RRU PACKAGES IN YPROPOSED RRU MHZ RRU A.3 ANTENNA MODEL DIMENSIONAL DETAILS BOTTOM VIEW ANTENNA AND RRU PROPOSED 12" MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT HARDLINE COAX - CONFIGURATION AND JUMPER FROM FILTER DT465B-2xR COMMSCOPE 82" 719" 138' se Les RRU MODEL DIMENSIONAL DETAILS ` _y"r!;y. $, TOANTENNA `'�` � - DETAILS NOTE - MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT PROPOSED RRU SHALL BE MOUNTED BEHIND PROPOSED RET CABLE ANTENNA MODEL DIMENSIONAL DETAILS PROPOS ED ANTENNA WHENEVER POSSIBLE IF TD-RRHSX20-25 ALU GT' 261" 186" 70 LBS THERE IS NOT ENOUGH ROOM TO MOUNT MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT NOTES DA of/04/tote PROPOSED RRU BEHIND PROPOSED ANTENNA, TX CONFIG 4X45 AS NOTED THEN PROPOSED RRU APXVSPP1SC_p2D RFS 7 9 72 0 SHALL BE MOUNTED ON " " 11 8" 62 LBS WEIGHT 44 09 LBS CLOSEST AVAILABLE MOUNTING PIPE DRAWN BY SHEET# VOLUME 49 LITERS Dc DIMENSIONS HxWxD 21 65'X12 99"x6 89" 3 ANTENNA AND RRU MOUNTING DETAIL 4 2.5 ANTENNA DETAIL 5 2.5 RRU DETAIL 7 CHECKED BY: 1900 MHZ 4x45W-65 RRH PJT A-3 A-3 NOT TO SCALE A-3 NOT TO SCALE A-3 NOT TO SCALE p-3 NOT TO SCALE PROJECT# 24381303 Sprint jr 6580 Spnnt Parkway Overland Park,KS 66251 ICCCROWNV N CASTLE mo P-m aflo"roto Wire-Wodd FP^A FRENCH&PARRELLO ASSOCIATES IBM Rasta 34.Susie 101•Wei New Jerserr07719 x7323129800 f7323129801 SEAL• OF NEWS ANTENNA INFORMATION AND BILL OF MATERIALS ITEM SECTOR DESCRIPTION QTY DIMENSIONS PART%MODEL# AZIMUTH RAD'CENTER N 1 25GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPEDT465B-2XR 320" 108'-0" A 96 2 2 2.5GHz ANTENNA 1, 72.0"x11.8"x7.9" RFSAPXVSPPI8-C-A20 320' 108'-0" PETER J. $f51O DATE 3 ALPHA 2:5 GHz RRH 1 25.4"x175'x5.7" TD-RRH8x20-25 N/A N/A NEW YORK PROFESSIO UC NO.079612 4 1900 MHz RRH 1 25:1"x11.1"x1L4" 1900MHz RRH(65W) N/A N/A REVISIONS 5 800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR REVIEW 6 2 5 GHz ANTENNA 1 71.9"x13.8"x8.2'1 COMMSCOPE DT465B-2XR 110' 108'-0" 1 02/22/18 ISSUED AS FINAL 7 25 GHz ANTENNA 1 72.0"x11.8"x7.911 RFSAPXVSPPI8-C-A20 110' 1081-01' 8 BETA 2.5 GHz RRH 1 25.411x17.5"x5.7" TD-RRH8x20-25 N/A N/A 9 1900 MHz RRH 1 25.1"x11.1"x114" 1900MHz RRH(65W) N/A N/A 10 1800 MHz RRH 2 19.711x13 0"x10.8" 800MHz 2X50W RRH N/A N/A 11 2.5 GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPE DT465B-2XR 210' 1081-011 12 2.5 GHz ANTENNA 1 72.0"x1UN7.9" RFSAPXVSPPI8-C-A20 210' 108'-01' 13 GAMMA 2.5 GHz RRH 1 25.41'x17.5"x5.71' TD-RRHBx20-25 N/A N/A NOTES. 14 1900 MHz RRH 1 25.1"x11.1"x11.4" 1900MHz RRH(65W) N/A N/A THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED 15 1800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 16 IFIBER LINE 4 158' H6114-1-0813U4-MSJ RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE - MATTITUCK, NY 11952 SUFFOLK COUNTY CABINET DETAILS AND ANTENNA SCHEDULE DATE SCALE: 01/04/2018 AS NOTED DRAWN BY: SHEET# D C. CHECKED BY P J T A-4 PROJECT# 24381303 03B �;y�cC5I2 KMW 16 Port Nokia-A RRH 800.1900.and 2500 lScenano 124.131.and 631 with 2.51 • catel-Lucent 3110/2014 V50 Alcatel-WDent 31102014 V50 JJ ;r - kkki=: k -s;• _ '! aLPHa _ --. - _ `� .� Sprin t z ` rI x - 6580 Sprint Parkway - 11 _ .I Tx 6 -iiRx '-TxRx7.:T - 51 '{ .:,1^ - Tkltxl zTiRldc rtxRz3, TxRx4 Rx :7 6: xRxB Overland Park,KS 662 4 _ Ir I C t ttIfp_ �5 Y 4e 1t _f - 1I � 1v � J CROWN -- CASTLE } "i r-- I _ _ l j I TM o ad f Wlrea WONd _ "a cell` xtal-ed nnfmi-rdealonl-r 'RF ampere rc�not In I I e 5 �__. _ ;4/F _ - -- -iris - -lu in diagram for fel d rd - ,i � � ) mb is �P 0 9 •4/6 q 3 - _ "r', ^RFS:, _ ' 1 .N«ram ed 1 j '^tt"•"` JUMPERS •nn nod' aararmcao.rmaaa - CABLE �'Ppwar "1 - rSm RflR I t .ror naaswme.` - E I V "3 s� h 1 1 e BE-rV I ' C°Im.rran r .'.'S:,,'' y, - � � - j ism RRe<alrcrcee t - �.q �g, TxRx2 TxRx3 Tx16r4 TxRxS'�TxRx6_TxRx7 TxRxS _ e q , PRENI G PARRELLO - ASSOCIATES 9 - - --a - eao RRH-1 1 RmiN &de 701• New 07718 800 Wd, mN N a4. JN�Y m I rr 7a2 ale eaoD t•7�312 BEIM — „N n SEAL, 0. NEW J. - -- 1 'SmRRIH Tin .}e r fifer the s IOe` Isaoanl mRRx-tleauaml � R RF Jumpers are not installed In numerical order.R to Peg I I' Fi diz diagram order. '� �s =1 {- {'7j, - 't ` plumbing gra - n J � I� °I I Raumyumwwraee I I I � •- ° ^a-, RF, ^CALIBRATION liC j I _ ® a'Ir" ' JUMPERS : CABLE Power II I,I I I_ x r p°w TxRx1'TxRx2 TxR%9 TX TxRx6 Txftks Tx TxRx6 _ t I I I •a (17 0 Use NoW ACPRI Block 3)" r`= ti ' "a" s ®`., (a e` I Ir \/\jDll-IA-01"oemam A 9- (6 ''`',, i I L� DATE PETER J. -..ti;,'..-I NEW YORK PROFESSIO LIC NO 079612 REVISIONS REV DATE REVISION DESCRIPTION RF jumpers are not Installed lnnumeneal order.Refer to the specific RRN ismrrelmuA Ar m„ 4,C �r�",6 r- ''{�\; `24•^' ',Bi` 4' ,. - plumbing diagram for Installation order. _ i`J) 1 ' p RRx eaororne M © m. .•• —• o 07/17/16 ISSUED FOR REVIEW ` T y/ i RlW xsmcre ❑ 02/22/18 ISSUED AS FINAL �� RF _ CALIBRATION ,DC « -------- ,. coo a w JUMPERS - CABLE Power «Notto'Scale t-O 'istribution Box °i er •onnecIuE j S to D stributio-nµox 11iber annectivt 111, Alcatel-Lucent 311012014 V50 P AleateFLucent 3ROM14 V5a�^ {k vctm2 H R , = CPRI Block Connections for Scenario 124,131,and 631 with 2.5 Each Sector Is Equipped with. Two 800 RRH E° 2 s € One 1900 RRHs '�'�- NOTES i='_ Q m` a m 'a m �I One 2500 RRH THIS DOCUMENT HAS BEEN PREPARED FOR A ;� p h B etfa Gamma ` 24"x 36 FORMAT DO NOT SCALE IF PLOTTED ,��' ❑o ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 6, RAISED SEA OF THE UNDERSIGNED g'a es �y ,a a1 �' r"r I 1 ' u 1 e 6 PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE - . -S Free Nu dio ` ,z.. N bndCamfladlo r INFORMATION SHOWN HEREON. x' yy u e Flaer Da rCableN mher `o : ox`Fi' erPa h: I AND ' '-Dstribufii ,n' x b, n,. UpperalDpk THESE DOCUMENTS ARE CONFIDENTIAL � �-a` •�• ARE THE SOLE PROPERTY OF SPRINT AND •I SNV BETA SNVALPHA 1 MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS 6eC1ar2 H Id Cable 6/2500 RRH CDRI-1 24 23 3 w 1 1 n 9 18 17 1 v 1 3 Raroe a /ybr ! WRITTEN CONSENT OF SPRINT 5" _ a s' 2 c 12 11 10 '9 8 7 6. 5 1' - I P Senor bdd Cah e4l25pO RRH-1(C-I/CPR[ •��PLj,_I i 1/HY 4 O' 'O `O O` ''a"q Sector 3/Hybrid Cable 512500 RRH-1/CPRI-1 '•3U _ $ ,r4 1 Ste. ?H,F.� .w, E` m -,O- "-- y 14:.,x,0. 1'4 "$=�;,'".' �' r sN ,?"-ti' HF21 F5 HF21 F3 HF21'F1 HF11,F5 HF11 F3 HF71 F1 !W / 1/ Nor i I"yry �''_q.F`°�-,� -'m '", - - secttorl H add Cable RRH- CPRI-2 T ' ..T Q a 1 3/Y /250P RRH-1/CDRI-3 MAT 1 ITUCK -`,f, -'. 2.56 2:5A Sector2/HybddCable S12500RRH-1/CPRI-2 - - - - f'e�' 24 123 22 21' 20 ,19' 18 '17 18 15' 14 13 YYY r°utee ^MPO ° 1 ° 1 ° OWN. Se o�2Hybridrable6/2500gRH1/CPR63 NY33XC688 �. - •- - w ® ®• •� sector Cable 6/1500 RSalt;,31KVblfd Cable 9/2500 RH-1/GPR13 f �'-COMeCtOfS 2624' HF21 F4 Ffr21 F2' 2b_7.1 ' HFII F4 HF„F2 - ELIJAH S LANE 3 11 3 1 MATTITUCK NY 11952 2.5G, 2.5B 25A SNVGAMMA LowerBtock I s .Gamma. r W :1oeNC: I . SUFFOLK COUNTY d -- Al e S are "� Fiber/CPRI 1 " 12'11 10: 9 8 7% B 5 4 3 2 1 I' i!a rmow m 2 �n 3 2 '{ 1 1 /1, 15 4 I u 13 ''o K, - Gamma are '-FlbarI Pf 2173.2 263.2 2b1.2 ,HF31,F5 HF31F3 HF31 F1 256 r°mq d ANTENNA PLUMBING o 'seen me. '24 ;23, 22;21' ZO '19' 18 17 18 ,5 14 13 asmn rdw wnm DIAGRAM ® D o Q ., mn Not to Scale '�,0- 33 b33 6 iJ 2b_3.1 HF,31 F4 HF31 F2 f ' ;, ,, ��mo ror•"®" DATE; SCALE 01/04/2018 AS NOTED Image'depictsnght side of the fiber bulkhead FP ,^6�' See BTSAO Distribution BOX ,_r Left side wrineetionsvnSuse the same position dampiabons, DRAWN BY SHEET#. Fiber Connectivity w( wDC -_- CHECKED BY NOTE:TERMINATE ALL USED/UN-USED FIBER PAIRS ON THE LC DUPLEX ADAPTER PLATES. P JT /k'p 1-5 PROJECT# 'I 24381303 - Is to tstn utlon ox ower''onnectivt tiitlt RR'H to Distribution_Box PoWerConnectiuit, O_tion - I Ah:alel-Lucent 3A 012014 V50 �,; Sprint I Alcatel-Lucent 3110/2014 V5 0 ;.C9 8580 Sprint Parkway Overland Park,KS 662 510 of �►i h'a Betra Ga"mma Alpha - y _ p CROWN •,K • _ ^1 - Win` - - ' Q n-•,�� �- `., CASTLE ze ,i "_r= ,�1800tvIFlz= _ • `•` �"r`"".'..—y.-, 2 ter: -- _ " '�'IJ.'k,. - -_ - i- - •, s�s�r;: -' - -ow 3 Tfw FourWMbn/oro Wireless Worltl e - - - _- ',`Alpha _ .,-, ' • S '• - -- - 4 -_ 5 RTNir 1 - FRENCH&PAFIRELLO 1. ASSOCIATES N - .0 - 'a _ - ) _ 8170'IVllii - - - _ `-- - _ O O - - 18�R91te34,9ilte101 Wall,NowJereeylTTl18 FP ,^6�, - a m _¢ - t �r o•73231298M F732312EIBM - -j Butt Splice _ ;1900 MHz ' SEAL' QF NEW k (8 or 6 AWG) : • - __ • '/P�� w y0 L COIOf s y✓,. � Meonartical - '• _ codes ', seta, • 'WG Power - _ ". � Q�'C�(i J'rARO��i/' Splice 1900Oil MHi'rjo (4 AWG) \ ® Gammal � tP m ;,"t 800,MHz a` T A 96 2 a Gamma B PETER J. SF��O DATE 1900 MHz. - • • 'w _ - t 1D NEW YORK PROFE5510 UQ NO 079612 ` Gamma' ' • ,1 REVISIONS _ . _ ' `1900 MHz . 12 REV DATE REVISION DESCRIPTION { 0 01/17/18 ISSUED FOR RENEW NOTE All rowers less than ,'=t 1 02/22/18 ISSUED AS FINAL2ooreetvnll use a asu g ;= See BTS to Distribution Box I^ 's MNeWorkVlslOn war Power Connectivity I NOTE 1 DC POWER CONNECTIVITY 1.CIRCUIT BREAKERS WITHIN THE SPRINT FIBER DISTRIBUTION BOX ARE 25 AMP 2.DC SERVICE LOOP SHALL BE UTILIZED. E-1 NOT TO SCALE 3 ALL UNUSED DC FEEDERS TO BE TERMINATED WITH WIRE NUTS AND TAPED. 4 WHEN COMPLETE,REMOVE ALL DEBRIS FROM INTERIOR OF DISTRIBUTION BOX. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING EXISTING EXISTING 24"RRU 2 5 RRU 2 5 RRU 2.5 (9)TOTAL MSMG RRU RRU RRU ON 36"FORMAT DO T ALE F PLOTTED (J)SHOWN FOR CL4R?Y ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE DUSAN70RC DO CEE ONDUCTORS RAISED SEA THE UNDERSIGNED PROFESSIONAL,ITIS NOT A VALID DOCUMENT CONDUCAND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND SPD SPD SPD SPD SPD SPD SURGE ARRESTERS INSIDE ARE THE SOLE PROPERTY OF SPRINT AND FIBER D ARRESTERS BOX MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. IXISRNG OC DC CONDUCTORS CONDUCTORS (SEF CHART BELOW) C5A C5A CSA Com^ C5A C5A MATTITUCK 1 1 1 1 1 NY33XC688 ELIJAH'S LANE DC CONDUCTOR SIZE CHART MATTITUCK, NY 11952 CABLE 2 RUN 200' B AWG POWER SUFFOLK COUNTY CABLE RUN 200'TO 325' a AWG POWER CABLE RUN>325' 4 AWG POWER ELECTRICAL ONE-LINE r2'� DC ONE LINE DIAGRAM DIAGRAM AND DETAILS E-1 NOT TO SCALE DATE' SCALE' 01/04/2018 AS NOTED DRAWN BY SHEET# DC CHECKED BY PJT E-1 PROJECT# 24381303 . J % GROUNDING NOTES: GROUND KIT 1. THE CONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING pe PROPOSED SPRINT 2 5 RRU PROPOSED SPRINT Sprin t0 ■ CAD WELD ON PIPE MOUNT(TVP EACH ANTENNA ON PIPE SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR SECTOR) MOUNT(TYP EACH STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL, • COMPRESSIONU CONNECTION SECTOR) TO RRU LPI,OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH • MECHANICAL CONNECTION PROPOSED#S AWO FROM RRU TO TELCORDIA AND TIA GROUNDING STANDARDS.THE CONTRACTOR SHALL REPORT ANY 6580 Sprint Parkway EXISTING SECTOR GROUND BAR(EACH VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. Overland Park,KS 66251 f BOND TO TOWER RRU OR OTHER INDIVIDUAL COMPONENT SHALL BE GROUNDED VIA INDIVIDUAL I HYBRID CABLE LEAD) 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION,AND AC POWER GESS)SHALL BE BONDED TOGETHER,AT OR NOTE L CROWN , BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE EXISTING DIAGRAM SHOWN FORpROPOSEDBREAKOUT II PROPOSED#6AWG HYBRID CABLE WITH THE NEC. CASTLE CYLINDER SCHEMATIC PURPOSES ONLY IF FROM ANTENNA&RRU GROUNDING EXISTING GROUNDING DIFFERS L--_ °�O°,"°o PIPE MOUNTS TO CLAMP KIT 3. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH - m,w""a"U""roe"wwm:,w"na FROM WHAT IS DEPICTED,FOLLOW __ � EXISTING SECTOR O TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS.THE EXISTING GROUNDING PATH PROPOSED HYBRID GROUND BAR(TYP EACH CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS CABLE GROUND KIT BECTOR) (�) NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. EX517NG=70RNOTE. PROPOSED HYBRID �A,O 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND ALL GROUND WIRES ENTERING cAB�' EACH SECTOR 46 INSULATED COPPER CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREEN INSULATION SIZED IN GROUND SHALL BE IN PVC SLEEVE EX NWO f7B£R GROUNDING CONDUCTOR ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER ✓IINC77ON BOX PROPOSED#6 AWG CIRCUITS TO BTS EQUIPMENT. FROM BREAKOUT FRENCH b'll PARRELLO O EXISTING \�TO GROUND SECTOR GROUND BAR 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ASSOCIATES SECI BAR WITH#2 TIN GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. IBM Rouen 34.Suter 101•VIA New Jeoeey07719 /I x7323129800 x7323129801 EXISTING TO EQUIPMENT S. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW 8827 CABINET CABINET GRADE. SEAL !OF NEw EXISTING �C` j'O ���' -------� 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED C�P��ER rARo 'per 2 HYBRID CABLE GROUNDING DETAIL ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. Q I E-2 NOT TO SCALE 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. uj E.Y7S77NC CROW29 6. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND B I?AT B4SE OF SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. I I I I EXCS7IN0 E0U/PMAT 70HV? C/#F/N0 LW I 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY 79$12 I I I a7S7M CONNEC77aV CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE A L EOU/PMENI I I I I DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT PETER J. $$fJ�O DATE I I I I ANO 70#M�NG CLAMPS. NEW lDR1C PROFESSID LIC NO 079fi12 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION REVISIONS SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING REV DATE REVISION DESCRIPTION AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR 0 01/17/Ie WUM FOR REMW SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC + 02/22/10 ISWW As FINAL MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) E Z,7#O EW/PMEN7 aR'nNC 7aWER THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. GWOUNO R/NC 6W&W0 R/NC GROUNDING RISER DIAGRAM 12. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF NEC ARTICLES 260 AND 810. E-2 NOT TO SCALE 13. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14. IF USED EXTERIOR GROUNDING RING SHALL BE BURIED TO MINIMUM DEPTH OF V-6" BELOW FINISH GRADE TO TOP.ELECTRIC METER GROUND EXCEPTED. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A 15. UNLESS OTHERWISE NOTED,GROUNDING CONDUCTORS SHALL BE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT A. BETWEEN EXTERIOR ITEMS&BARS:#2 SOLID,TINNED,COPPER IF THIS DOCUMENT DOES NOT CONTAIN THE B. BETWEEN ANTENNA GROUND KITS&BARS:#2 GREEN STRANDED RAISED SEA OF THE UNDERSIGNED INSPECTION WINDOW PROFESSIONAL,IT IS NOT A VALID DOCUMENT REQUIRED FOR ALL INTERIOR 16. GROUNDING CONDUCTORS LARGER THAN#6 SHALL HAVE A MINIMUM BENDING RADIUS AND NO LIABILITY IS ASSUMED FOR THE TWO-HOLE CONNECTORS OF 12"GROUNDING CONDUCTORS#6 AND SMALLER SHALL HAVE A MINIMUM BENDING INFORMATION SHOWN HEREON. GROUND TO BASE CABINETS,REMOTE BUTT CONDUCTOR RADIUS OF 8". RADIO HEADS CABLE GROUND KITS,ETC. EXTERNAL TOOTHED INSULATION UP AGAINST THESE DOCUMENTS ARE CONFIDENTIAL AND THE CONNECTOR BARREL 17. GROUND SYSTEM SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 6 OHMS OR ARE THE SOLE PROPERTY OF SPRINT AND 1/4°TIN PLATED 3/8°0x1 1/2° MAY NOT BE REPRODUCED, LESS. DISSEMINATED COPPER GROUND SUBMIT INDEPENDENT FALL OF POTENTIAL TEST REPORT. OR REDISTRIBUTED WITHOUT THE EXPRESS BAR FURNISHED BY TWO HOLE SPADE,TO S/S NUT COLD SHRINK OR WRITTEN CONSENT OF SPRINT COMPANY BE USED TO CONNECT APPROVED EQUAL TO GROUND BAR 18. NOTIFY SPRINT PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING S/S LOCK GROUNDING SYSTEM DUE TO SITE SOILIRESISTANCE CONDITIONS. WASHER MATTITUCK OO � � � 0 � � Q 1" MIN 18. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED ALL O O O O O O ® O O O S/S FLAT �---y INTERIOR CONNECTIONS SHALL BE EITHER CADWELDED OR HEXAGONAL COMPRESSION NY33XCG88 WASHER I I CRIMP,UNLESS OTHERWISE NOTED.ALL MECHANICAL CONNECTIONS UTILIZING BOLTS ELIJAH S LANE O SHALL BE MADE WITH TWO HOLE,LONG BARREL LUGS AND STAINLESS STEEL 1 LABEL HARDWARE.APPLY ANTI-OXIDANT AT ALL MECHANICAL CONNECTIONS. BOND TO BURIED INSTALL 2ND LEAD TO APPLY NO-OX 20. THE FOLLOWING LIST SHALL BE CONNECTED TO THE NEW GROUNDING SYSTEM(WHERE MATTITUCK, NY 11952 GROUND RING,TOWER BURIED GROUND RING 1 4" MIN APPLICABLE 8 WITHOUT LIMITATION): SUFFOLK COUNTY OR EQUIPMENT AT TOWER BOTTOM GROUND BAR GROUND BAR S/S FLAT GROUND BAR I COLD SHRINK OR A. ALL EQUIPMENT CABINETS NOTES WASHER APPROVED EQUAL B. EXTERIOR CABLE TRAY SYSTEM 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE.DO GROUNDING DETAILS AND TINNED COPPER j C. EQUIPMENT SUPPORT FRAME NOTES NOT COAT INLINE LUG. GROUNDING BAR 2.IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT S/S BOLT(1 OF 2) D. ANTENNA TRANSMISSION CABLES.(2 LOCATIONS EACH) SPRINT CM FOR REPLACEMENT THREADED ROD KIT. E. ANTENNA SUPPORTS DATE SCALE � o1/oa/zofe AS NOTED �3� GROUNDING CONDUCTOR TO GROUNDING BAR 4 EXTERNAL EQUIPMENT GROUNDING CONNECTION F. PPC CABINET DRAWN 1BY./0 SHEET# E-2 NOT TO SCALE E-2 NOT TO SCALE G. DC DISTRIBUTION BOX DC CHECKED BY 21. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN PUT -2 ACCORDANCE WITH NEC ARTICLE 820.40(a)6.PROVIDE GROUND JUMPER FROM BONDING E C BUSHING TO NEAREST BAR USING#2 WIRE AND OZ.GEDNEY TYPE HBLG BUSHINGS. PROJECT# 24381303