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HomeMy WebLinkAbout43353-Z �p�oSUFF°t'�c®Gy Town of Southold 1/8/2022 a P.O.Box 1179 53095 Main Rd O � y per; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42676 Date: 1/8/2022 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 23300 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-5-13.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pen-nit heretofore filed in this office dated 3/26/2018 pursuant to which Building Permit No. 43353 dated 12/26/2018 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 modification and equipment to existing;cell tower as applied for. (T-Mobile, The certificate is issued to Orient Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43353 9/30/2019 PLUMBERS CERTIFICATION DATED C7or e 9 ature gVEEO(�co� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . -SOUTHOLD, NY F 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#: 43353 Date: 12/26/2018 Permission is hereby granted to: Orient Fire District 23300 Route 25 Orient, NY 11957 To: make a wireless modification as applied for per planning approval (T-Mobile). At premises located at: 23300 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-5-13.8 Pursuant to application dated 12/26/2018 and approved by the Building Inspector. To expire on 6/26/2020. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 <ilding I_n.F ector pE SOUj�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a�town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL.COMPLIANCE SITE LOCATION Issued To: Orient Fire District Address: 23300 Route 25 city:Orient st: NY zip: 11957 Building Permit#: 43353 Section: 18 Block: 5 Lot: 13.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Charles M. Dwyer Inc License No: 4278- ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 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 Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO Other Equipment: 200A Main Disconnect, 2- 260 ( Delta Cab), 1- 120 ( Lighting Circuit), 3- 120 (GFI), 1- 220 (Ciena Enclosure), Grounding Notes: Inspector Signature: Date: September 30, 2019 S.Devlin-Cert Electrical Compliance Form.xls ` of soulyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE v? INSPECTOR 50Ulyo� J f TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) Lqp [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR aDE 50U1H #' O# TOWN OF SOUTHOLD BUILDING DEPT. �o • �o cou765-1802 INSPECTION- I ] FOUNDATION 1ST [ ] ROUGH PLBG._ [ ];FOUNDATION 2ND= [ ] I ULATIOWCAULKING [ ] FRAMING-/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT'CONSTRUCTION'. [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �. vm k N * DATE 0 Gl - .-INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0f S0!/ P.O. Box 1179 54375 State Route 25 O�� �yO1 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) P Southold, NY Telephone: 631765-1938 www.southoldtownny.gov Irou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: December 22, 2021 Re: Planning Department Report T-Mobile Modifications and Up-grades 23300 Main Road, Orient SCTM#1000-18.-5-13.18 The Planning Board has found that the requirements of the above-referenced T-Mobile modifications and up-grades have been completed based on the site inspection made October 20, 2021. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department memorandum dated December 26, 2018; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. FIELD INSPECTION REPORT TE COM NTS b FOUNDATION (1ST) qc 'FOUNDATION (2ND) ROUGH FRAMING& ►� PLUMBING CIQ , a INSULATION PER N.Y-. y .STATE ENERGY CODE nn � OKO p , FINAL ADDITIO A.L COMMENTS 4 C) d y TOWN($F 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) 765-9502s� Survey Southoldtownny.gov PERMIT NO. J J Check Septic Form N.Y.S.D.E.C. Trustees r C.O.Application Flood Permit Examind 20 Single&Separate Truss Identification Form Storm-Water Assessment Form aa Contact: Approved ,20 l Mail to: Disapproved a/c G c 1 Phone: j� Is Expiration ,20 ,, _� 0 � •? i / ��� �� D 33 d3� Building Inspecto ��n MAR 2 6 20D.18 KATION FOR BUILDING PERMIT Date March 23 , 20 18 F:t) ;i�'; un,,-�'m INSTRUCTIONS N OF SOUTHOLD a. This, vVapplication 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. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or R,Wdations, for the'construct7on;,6,'' buildings, additions,or alterations or for removal or demolition as herein described. The applicant agreeg"��c' " PQS'�s all applicable laws, ordinances,building code,housing code, and regulations, and to admit U reed, nspctos p and in building for necessary inspections. a...t DEC (Signature o pp scan r name,if a corporation) 6095 Marshalee Dr., Ste 300,Elkridge, MD 21075 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Arent Name of owner of premises Orient Fire District (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: 23300 Main Street House Number Street Hamlet County Tax Map No. 1000 Section 01800 Block 0500 Lot 013008 4' Subdidision Filed Map No.. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Utility/Telecomm b. Intended use and occupancy Utility/Telecomm 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work , $15000 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Institutuinal 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 X 14.Names of Owner of premises Orient Fire District Address 23300 Main St Phone No. 631-323-2445 Name of Architect John S. Stevens Address 1033 Watervliet Shaker Rd Phone No 518-690-0790 Name of Contractor Milicia Address 87 Eads Street Phone No. 631-694-0751 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 X * 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 restric� 9�bGttb��spect to this property? * YES NO X * IF YES,PROVIDE A COPY. \t:1 J A��1���' STATE OF 1`lVi"—gig) = ®T y•: SS: _* ►® c* COUNTY OFre ) ��'•. PUB LIC+ 0` erne ZzLewhem.1 ��i O "'•� ��eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract f6C_rMq'Xi ed, (S)He is the 14q& (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 23 day of Maceh 20 1$_ Notary Public Signatur Applicant OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex soar P.O.Box 1179 54375 State Route 25Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY Cn www.southoldtownny.gov U PLANNING BOARD OFFICE TOWN OF SOUTHOLD DEC 2 6 2018 j p.,''TO T�PT- MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director cc: Bryan Felton, Highlander, Inc. Date: December 26, 2018 Re: Planning Department Report T-Mobile Northeast LLC Co-location SCTM#1 000-18-6-13.8 23300 Main Road, Orient The Planning Department has conducted a review of the proposed modfications 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: The proposed T-Mobile colocation is in compliance with the General Requirements of §280-70, and in addition qualifies for administrative approval under Section 6409(a) of the Middle Class Tax Relief and Job Creation Act of 2012. We recommend a Building Permit be issued for this application with the conditions listed below, and in accordance with the Structural Analysis Report, dated September 5, 2017: Conditions: 1. The Building Permit may be issued with the following conditions: a. No equipment shall be mounted at the new height until the structural modifications in Exhibit D of the CityScape report have been completed; b. Any lighting installed for this co-location shall comply with Town Code Chapter 172 Outdoor Lighting. Southold Town Planning Board Page 2 December 26, 2018 c. All lighting associated with this co-location shall be used only during maintenance, and be turned off at all other times. d. All feed lines / cables shall be installed inside the monopole structure; e. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; f. The facility shall remain secured and protected from unauthorized personnel; g. Prior to the issuance of a Certificate of Occupancy, the Planning Department is required to verify that the conditions listed detailed above have been met. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��rg SOUryOP.O.Box 1179 54375 State Route 25 ,`® 0 0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 G /f• aQ www.southoldtownny.gov COY PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 23, 2018 Mr. Richard L. Edwards CityS.cape Consultants, Inc. 7050°Palmetto Park Road Boca Raton, FL 33433 Re: Proposed Co-location for T-Mobile at Orient Fire District Located at 23300 NYS Rt. 25, corner of Tabor Rd. & NYS Rt. 25, Orient SCTM#1000-18.-5-13.8 Zoning District: R-80 Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the,approved Purchase Order with amount not to be exceeded..Any work beyond this amount must be authorized in writing prior to being started. Also enclosed fo,'r yQur'conven'ience is a Voucher Form for your use with each invoice submitted to'this department Following are directions to review,the application on our website: 1000-18-5-13.8, T-Mobile at Orient Fire District 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town RecordsNVeblink/Laserfiche Icon; 3. Click on "Planning Dept." folder; 4. Click on "Applications" then "Site Plans" then "Pre-submission;" 5. Click on the SCTM# (tax map #) of the application (found above). If you have any questions regarding the above, please contact me directly at 631-765- 1938 between 8:00 a.m. and 4:00 p.m. Respectfully, Brian Cummings, Planner ® D BUILDING DEPARTMENT- Electrical Inspector S �d 2019 TOWN OF SOUTHOLD JaN 2 Town Hall Annex - 54375 Main Road - PO Box 1179 a O� Ir Southold, New York 11971-0959 � : C� ® gyp Telephone (631) 765-1802 FAX (631) 765-9502 ® __rogersrichert(a7town southibld t1Y'U-, APPLICATION FOR,ELECTRICAL,INSPECTION REQUESTED BY: Date;e ZGj 20 Company Name: �' (� n Name: ,�1`h- DVe - License No.: - �l �R'��M� email CDYM-e C,0_- Aefd'ress: (jIu V0 UL V00 I Phone No:`. U�-I L6. — 5q 15 JOB SITE INFORMATION: (All Information Required) Name: - M obi _ D f i-t�. J ,;(& ht�WI C Address: QQ Mcg.► + -1- -5-7 UYI� Cross Street: Phone No.: Bld .Permit#: y335.3_ email: - Tax Map District: 1000- Section: Block: ,_ BRIEF DESCRIPTION OF WORK(Please Print Clearly) �- - a 0 Ita cc - ► t C-I�I�> I- b ►PI 'l ' o Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: YES NO Issued On_ Temp Information: (All information required) S:ervice,Size 1 Ph 3 Ph Size:-�A #Meters, Old Meter# New Service Fire Reconnect- Flood Reconnect-Service Reconnected Underground Overhead i#.Underground Laterals 1. „ 2 H Frame Pole Work done on Service? Y N.. Additional Information PAYMENT,,DUE'WITH APPLICATION- / ®'I' gay' ,\(e �'� 82-Request for Inspection FormAs �� a \p� o��OG 50(/Pyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ �ycoum,� BUILDING DEPARTMENT November 21, 2019 TOWN OF SOUTHOLD Katherine Blackwood 6095 Marshalee Drive, Suite 300 Elkridge, MD075 RE: Orie Fire District, 23300 Route 25 (Main St), Orient, wireless for T-Mobile Note::.Cer' n of installation required from the architect or engineer before the CO can be issued. TO WHOM AY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. $85.00 Due 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) lee—GI ,,Q C b 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: 43353-Z wireless modification C'• JIFICATE OF LIABILITY IN`�_-_iRANCE DATE(MMIDDIYYYY) 101/03/2018 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. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER coNTACT AnthonyDiGennaro DiGennaro&Associates,Inc. PHONE 631 582-9696 FAX 631 761-6013 999-32 Montauk Hwy Suite#421 E-MAIL cJi ennaro1 aol.com.com Shirley NY 11967 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Foremost Signature Ins Co 41513 INSURED INSURER p: Hartford Ins Co of The Midwest 23809 INSURER C:AIG Property Casualty Co 19402 Milicia Electric Corp INSURER D: National Union Fire Ins Co of Pittsburg19445 87 Eads Street INSURER E: Progressive Ins Co 24260 West Babylon, NY 11704 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE XI OCCUR DAMAGE TO RENTED $100,000 X Contractual Liability SCP08393490 06/01/17 06/01/18 MED EXP(Any oneperson) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY[j]JECOT- 7 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 E ANY AUTO BODILY INJURY(Per person) $ x ALL OWNED SCHEDULED 02551910-0 06/26/17 06/26/18 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 D X EXCESS LIAB CLAIMS-MADE EBU057087169 08117/17 08/17/18 AGGREGATE $10,000,000 DED I X I RETENTION$10,000 Follows Form $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY B OFFICERIMEM ERSTATUTF ANY EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE Y❑N NIA 12WECKZ6547 06/01/17 06/01/18 E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Installation,Equipment Floater SCP08393490 06/01/17 06/01/18 100,000 C Pollution Liability CPO 28802609 07/19/2017 07/19/2018 1,000,000 Occurrence DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is named as a additional insured with respect to work done by the insured on their General Liability Policy CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Po Box 1179 Southhold,NY 11971 AUTHORIZED REPRESENTATIVE <CNV> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD � L Elk,I Workers' CERTIFICATE OF INSURANCE COVERAGE 27ad UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier ia.Legal Name and Address of insured(Use street address only) 1b.Business Telephone Number of Insured MILICIA ELECTRIC CORP. 631-694-0751 1c.NYS Unemployment Insurance Employer Registration Number of Insured 87 EADS STREET WEST BABYLON, NY 11704 1d.Federal Employer Identification Number of Insured or Social Security Number 800003633 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) SheltarPolnt Life Insurance Company Town of Southold 53095 Route 25 3b.Poiicy Number of Entity listed in box"1a": PO Box 1179 DBL432238 Southold, NY 11971 3c.Polity effective perlod: 01/01/2017 to 12/31/2018 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.rl Only the following pass or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance airier referenced above and that the named insured has NYS Disability Benefits Insurance coverage as destxibed above. Date SI 12/21/2017 Signed By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of Out Insurance carrier i Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:if box"ice"Is checked,and this form Is signed by the insurance sander's authorized•reproserdativo or NYS Licensed huurance Agent of that canler,this certificate is COMPLETE.Mail It directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. it must be mailed for completion to the worker's compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to Information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits law with resipeei to all of hislher enploym Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed.to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form D&120.1.Insurance brokers are NOT authorized to Issue this form. DS-120.1(9-15) Yo K Workers' CERTIFICATE OF ------ STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board fa I.rgal Name 6 Address of Insured(use street address only) rib.Business Telephone Number of Insured f Milicia Electric Corp. i 631 694 0751 87 Eads Street '1c.NYS Unemployment Insurance Employer liegistration Number of I West Babylon NY 11704 Insures I Work Location of insured(Only requirod if covem9a is specifically limited to td Federal F'm(lloyrr Idenlificatinn Number of Insured at 5oc(at5ecurity I cerain locations in New York Stato,re.,a Wrap-lip Policy) Number ! j 80 0003633 2.Nome and Address of Entity Requesting Proof of Coverage 3a.Nemo of Insurance-;amine I (Entity Being Listed as the Certificate Holder) Hartford Ins Co t Town of Southold 3b.Policy Number of Entity Listed in Box"i a" i 1 53095.Route 25 12WECl{Z6547 1 PO Box 1179 Southold, NY 11971 3c.Policy effective period i i —06J.81�17017— to _:Q6.� 1111118 j 3d,The,Praprintor.Partners or Executive Officers are i l Included.(Only check box 0 all para arararrirers OWL.ed) t bit excluded dr cartain partneaVdIficore excluded. i This certifies that the insurance carrier indicated above in box"3"insures the business referenced ahovo in box'11 W for workers' compensation under.the New York Slate Workers'Compensation Law.(To use this form,New York(NY)must be listed under l(etri JA on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carder or its licensed agent will send INS Certificate of Insurance to the entity listed above as the certificate holder in box"2". W 11 the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if _ •i 'price a Iled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this ondificale prior to thei end of !the policy effective period? EYES L—.jNO .-__—. ._..._...............——___-- _ ..... _... _...._ -.. .._._.._....-._...__........._._�.�__ ._.._._..---- ........-..._ This certificate is issued a4 a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or atter the coverage afforded by the policy listed,nor does it cnnfor any right,;or responsibilities beyond those contained in the referenced policy. rhes certificate may be used as evidence of a Workors'Compensation contract M insuranre only while the underlying policy is in Affect. Please Note:Upon cancellation of the workam'compensation policy indicated on this form,if the business continues to be named on a permit,liconso or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the Now York State Workers'Compensation Law. , Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier roferoncod above end(hat the named insured has the coverage as depicted on this form. Approved by: .A.1).tb.ony_�DiGennaro .._._......__---...........---..,._......._. _-- clef r1an1R a1 mi and r raaontatiya or fiecnsne spool of i0xu67ngn ptrtlt!r) 01/03/2017 Approved by. fff tic{�s-t (pate) Title.---._......._._,AEJgp.� _-_._-_— -----••-•--•-------_... ----•-••- - Telephone.Number of authorized representative or 11cemsed agent of insurance carrier, Please,Note:Only insurance carriers and their licensed agents are authorized to issue Farm 0105.2.Insurance brokers are N-0t authorized to Issue it. C-106.2(9.1.5) www.wcb.ny.9nv T,.d fi.dt'soUthoId Ci y ape Telecommunications Site Review C O N S U L T 'A N T S , I N C . 7050 W.Palmetto Park Road#15-652 Collocation Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 September 11,2018 Mr, Brian Cummings r Planner Town Hall Annex Building 53M'Route 25 Li L S t 1 9 2018 Southold,New York 11971 Southold Tot�n RE;. Town;of:Southold/,SCTM#10.00.-18-5=13.8 Planning Board T-Mobile Northeast LLC•/LI13883A/Orient.Fire,Dept Dear Mr. Cummings, At your request, on behalf of the Town of Southold Cityscape Consultants, Inc. (Cityscape) in its capacity as telecommunications;consultant.for:the Town, has considered the merits•of the above referenced application submitted"by T-Mobile Northeast LLC (Applicant) to collocate its.equipment on an existing,concealed slick.stick tower. The existing structure is ninety; (90) feet tall...By means of tliis.applkation, the Applicant,is proposing.to increase.the height by nine feet nine inches (9' 9") for a new,:ove>;all height.of ninety-nine feet,nine inches (99'.9") and install its equipment inside.this extension,- The tower"is located at the Orient-,Fire Department;; 23300 Main Road, Orient,New York,see Figure 1. Support Structure&Equipment It is-proposed to install three;(3),panel;antennas, six (6).TMAs and three( fedd lines at the•94'6" level on the tower, all.to be" concealed,.within the.outer-:walls,of'the,structure, see Appendix, Exhibit A. Ground Compound ,. The, Applicant is proposing to use the existing ground compound area for its new, equipment. Specifically,it will be removing four concrete piers and utilizing an 8' X 20' concrete slab for its equipment, see Appendix, Exhibit B. The existing fenced compound'is already landscaped. ; f 00-18-5-13.8 TO d T=M3883A /Orient Fire Dept Page CONS ULTANTS , INC,. ® DsLotme StrsstAtlas USA®2000 25 tD 2 F�y 6 n \ �I IfA4Y A 0 .r t t, v. rj Data use subject to license. * ft ®DeLomte.Del-ome Street Atlas USA®2009. p(9�� 0 400 800 1200 'IBM 2000 wwwdeiamie.com MN(13.8°W) Data Zoom 14-0 Figure 1 — Site Location Town,,osf Southold ArS,C�M#1�00.0-18-5-13.8 T'=1VIob Ni3N beast LLC/L•1:13883A/Orient Fire Dept. Page C O N S U L T A N T s ,rI N C t. T- 1 R7IIFR 1 ' 1 Ix ypy�y�LPAMM (111, 4,z: r-arw 1 1 f 1 1 p4-,°t ��- � 41- 1 Exhibit A— Support Structure Town of Southold/SCTM#1000-18-5-13.8 ����� T-Mobile Northeast LLC/LI13883A/Orient Fire Dept Pagel con= su LTANTs , INC . Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 115% Fail Shaft 54% Pass Base Plate 64% Pass Foundations Reaction Component Original Design Factored Design p Reactions Reactions' Analysis Reactions 96 of Design Moment Kips-Ft 618.0 834.3 521.0 62% Shear(Kips) 8.9 12.0 9.9 8396 •The dedjn r acdom an factored by i.SS per ANSOW41Z4 fac.ILLI The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Exhibit C— Structural Analysis Summary Anahals The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. BadclA nd 105 mph 3-Second Gust,V.wd 135 mph 3-Second Gu Vat Bodc Wind Speed w Ice: 50 mph 3-Second(lust w 3/4*radial ice concurrent Code: -222-G 2015 IBC Structure cim I I Exposure CAeSW, C ToportIftcaqw, 1 Crest HftM 0 ft Ss=0.15,S,a 0.06 She Ck= D-Stiff Soil Conclusion Based on the analysis results,the structure does not meet the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report after the modifications listed below are completed: • Reinforce anchor bolts • Relocate omni currently at top of tower to 100' Proposed tower extension to be designed In future service by ATC. Exhibit D—Structural Recommendations ' 1 i �# TOTALLY COM1WTTEDD � Town of Southold Building Department Town Hall Annex Building � 2018 54375 Route 25 MAR P.O. Box 1179 �wPlanning Board - Southold, NY 11971 L �'-) RE: T-Mobile Site: L113883A Address: 23300 Main Street To Whom It May Concern: Please find enclosed the Building Permit Application package for the above referenced site. T-Mobile is proposing to remove (3) antennas and install (3) new antennas on the existing tower. . Please find enclosed, • 2 copies of the Building Permit Application • Building Permit Application Fee in the amount of$200 • 4 copies of the Construction Drawings • 4 copies of the Structural Analysis • Contractor Certificates of Insurance If you have any questions or need any additional information please contact me at 410-712-7092 ext. 1530 or kblackwood(�nbcllc.com. Regards, 4 L- Katherine Blackwood Land Use Associate Network Building & Consulting, LLC 6095 - 300 ••- MD 21075 + 410.712.7092 • • • • • tio��OF SOUI�o� Town Hall Annex . Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 i Southold,NY 11971-0959 MT BUILDING DEPARTMENT E r E � V E TOWN OF SOUTHOLD MAR 2 6 2018 Southold Totivn Planning Board DATE: March 26,2018 TO: Heather Lanza, Planning Dept. FROM: Mike Verity,Bldg Dept RE: Permit application for an alteration to an existing telecommunications facility located at 23300 Main Rd,Orient,SCTM#18.-S-13.8,for T Mobile.for your review r R-C E � V-E nD E AAk MAR 2 6 2018 �►MERICAN TOWER® Southold Town Planning Board t o R P O R A T I O N Structural Analysis Report Structure : 90 ft Flagpole with Proposed 10 ft. Extension ATC Site Name :- Orient Point, NY ATC Site Number : 373337 Engineering Number : OAA709231_0_02 Proposed Carrier : T-Mobile Carrier Site Name : ORIENT FIRE DEPT. Carrier Site Number : L113883A Site Location 23300 Main Road ORIENT, NY 11957-1102 41.142500,-72.299400 County : SUFFOLK Date : September 5, 2017 Max Usage : 115% Result Fail Prepared By: Reviewed By: Christopher Clark Poe, E.I. �1NARb Structural Engineer II C� r° SSW Sep 8 2017 4:19 PM COST ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA709231_C3_02 AL September 5, 2017 AMERICAN TOWER® C O R P O R A T I O N Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments .................................................................................................................... 1 Analysis...................................................................................:....................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages .............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 0AA709231_C3_02 September 5, 2017 AMERICAN TOWER® Page 1 C O R P O R A T I O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 90 ft flagpole with proposed 10 ft extension to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Nudd Drawing#105-12113-1,dated May 17,2005 Foundation Drawing Nudd Drawing#105-12113-2,dated May 17,2005 Geotechnical Report STB Project#05-074,dated May 4,2005 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 105 mph (3-Second Gust,Vasd)/135 mph (3-Second Gust,VuIt) Basic Wind Speed w/Ice: 50 mph (3-Second Gust)w/3/4" radial ice concurrent Code: ANSI/TIA-222-G/2015 1 BC Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.15,S1=0.06 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure does not meet the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report after the modifications listed below are completed: • Reinforce anchor bolts • Relocate omni currently at top of tower to 100' Proposed tower extension to be designed in future service by ATC. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA709231_C3_02 September 5, 2017 AMERICAN TaWER" Page 2 C O R V O R A T 1 O N Existing and Reserved Equipment Elevation'(ft) Qty Antenna MountType Lines Carrier Mount RAD 100.0 106.0 1 4'Omni Side Arm (1)7/8"Coax Police&Fire 96.3 96.3 - - - (12)7/8"Coax T-Mobile 87.0 87.0 3 Antel CWX063X13G00 (6)7/8"Coax 85.0 85.0 6 RFS FDAP5002/1C-3L Canister - Verizon 82.0 82.0 3 Antel CWX063X13G00 (6)7/8"Coax 6 Andrew ETB19G8-12UB (12)7/8"Coax 75.0 75.0 3 Andrew SBNHH-1D65A(33.5 lbs) Canister (3)3/8"RET Control AT&T Mobility 6 Triasx DBC0037F1V2-x Cable 56.0 56.0 1 7Omni Side Arm (1)1/2"Coax 55.0 55.0 1 6'Omni Side Arm (1)1/2"Coax Police&Fire 54.0 54.0 1 3.5'Omni Side Arm (1)1/2"Coax 53.0 53.0 1 2.5'Omni Side Arm (1)1/2"Coax Equipment to be Removed Elevation'(ft) qty Antenna MountType Lines Carrier Mount RAD 96.3 96.3 3 RFS APXI6DWV-16DWVS-C - - T-Mobile Proposed Equipment Elevation'(ft) Qty Antenna MountType Lines Carrier Mount RAD 96.3 96.3 6 Andrew ETT19V2S12UB Canister (6)7/8"Coax T-Mobile 3 CommscopeSBNHH-1D65B 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA709231_0_02 September 5, 2017 AMERICAN TOWER® Page 3 C O R V O R A T 1 O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 115% Fail Shaft 549/o Pass Base Plate 649/o Pass Foundations Original Design Factored Design o Reaction Component * Analysis Reactions /of Design Reactions Reactions Moment (Kips-Ft) 618.0 834.3 521.0 62% Shear(Kips) 8.9 12.0 9.9 83% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this.analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway(Rotation) Elevation (ft) Antenna Carrier (ft) (�) Andrew ETT19V2S12UB 96.3 T-Mobile 0.389 0.492 Commscope SBNHH-1D65B *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMERICAN TOWER® C O R P O R A T I O N Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Pole: 373337 Code: ANSI/TIA-222-G Description : 90 ft Flagpole w/Proposed 10'Extension Client: T-MOBILE ' Struct Class: II Location: Orient Point,NY Shape: 18 Sides Exposure: C ©2007-2017 by ATC Ip LLC. All rights reserved. Height: 100.00 (ft) Topo: 1 Base Elev(ft): 0.00 Taper: 0.10950Qin/ft) 1�Jtl*-0® Sections Properties 5 WThck Diameter(in) Overlap Steel (35KaSl Shaft Length Accross Flats Thick Joint Length Taper Grade 9t?•-t9m Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) ® 1 45.000 36.44 41.37 0.250 0.000 0.109500 65 Bg� `-0m 2 10.000 36.40 37.49 0.250 Slip Joint 60.000 0.109500 65 112mTitdc 3 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 (4200 4 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 r&t•-0" 5 10.000 '12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 6 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 7 10.000 8.625 8.625 0.322 Butt Joint 0.000 0.000000 35 IWO (42 Discrete Appurtenance 'BM-0` Attach Force +h Elev (ft) Elev (ft) Qty Description 1W-W 100.000 100.000 1 Side Arm TUdL 100.000 106.000 1 4'Omni (42KM 96.300 96.300 3 Commscope SBNHH-1D65B 95.300 95.300 6 Andrew d Canister +I� 95.000 95.000 1 Proposed Canister 87.000 87.000 3 Amphenol Antel 85.000 85.000 6 RFS FDAP5002/1C-31- • ��- (42 85.000 85.000 1 Canister 1 82.000 82.000 3 Amphenol Antel 10 75.000 75.000 3 Andrew SBNHH-1 D65A(33.5 75.000 75.000 6 Andrew ETB19G8-12UB 75.000 75.000 6 Triasx DBC0037F1V2-x 75.000 75.000 1 Canister 2 65.000 65.000 1 Canister 3 56.000 56.000 1 7'Omni (6�5 55.000 55.000 1 6'Omni 6p' 55.000 55.000 1 Canister 4 90`�9m 54.000 54.000 1 3.5'Omni 53.000 53.000 1 2.5'Omni Linear Appurtenance Elev(ft) Exposed 4.5�0M From To Description To Wind 1/4"Ttaicc 0.000 53.000 1/2"Coax No 0.000 54.000 1/2"Coax No 0.000 55.000 1/2"Coax No 0.000 56.000 1/2"Coax No 0.000 75.000 3/8"RET Control No 0.000 75.000 7/8" Coax No 0.000 82.000 7/8" Coax No 0.000 87.000 7/8" Coax No 0.000 96.300 7/8"Coax No 0.000 96.300 7/8"Coax No fl'0" 0.000 100.0 718" Coax No i Load Cases 1.2D+1.6W 105 mph with No Ice 0.913+1.6W 105 mph with No Ice(Reduced DL) 1.2D+1.01)i+1.OWi 50 mph with 0.75 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.013+1.OW Serviceability 60 mph Reactions JL Moment Shear Axial Load Case (kip-ft) -(kip) (kip) 19V 1.213+1.6W 521.05 9.91 17.93 !if s@Thck 0.913+1.6W 518.01 9.91 13.44 (351M 1.213+1.ODi+1.OWi 144.69 2.69 34.30 p-0m (1.2+0.2Sds)*DL+E ELFM 55.50 0.77 17.65 S -0m (1.2+0.2Sds)*DL+E EMAM 47.43 0.63 17.65 (0.9-0.2Sds)*DL+E ELFM 55.06 0.77 12.42 gy4 °y�j� (0.9-0.2Sds)*DL+E EMAM 47.00 0.63 12.42 8c-0® (42K5Q 1.013+1.OW 107.53 2.04 14.95 Dish Deflections 75`-0m I-W Attach Deflection Rotation IXTUck Load Case Elev (ft) (in) (deg) (42K 0.00 0.000 0.000 �ew.�nryy�y�''I'� LL �p ( 21 $42IKSO �S- Il:�Df6'�ED" SL�'�m I11iW� VIM& Brow Load Case : 1.2D + 1.6W 1 1 Max Ratio 54.42% at 50.0 ft 100.000 — 1 1. 1.00"-. 95.000 — el / 90.000 85.000 — 1 1 80.000 1 1 75.000 — 1 70.000 1 1 65.000 60.000 MCI 56.000 1 — r 53.000 1 1• — 1 — 0 m 50.000 LU m 1 45.000 — 1 40.000 1 35.000 1 30.000 — 1 1 25.000 1 20.000 1 15.000 1 10.000 1 5.000 1 0.000 i i i i i i 1.00 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Analysis Parameters Location: SUFFOLK County,NY Height(ft): 100 Code: ANSI/TIA-222-G Base Diameter(in): 41.38 Shape: 18 Sides.Sect 3: Round.Sect 4: RoundT*d3i5rrfkwTt dh)3ect 6: Round.Sect 7: Round 8.63 Pole Type: Custom Taper(in/ft): 0.109 Pole Manfacturer: Rotation (deg): 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 105 mph Exposure Category: C Design Wind Speed With Ice: 50 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.75 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 1.51 TL (sec): 6 p: 1.3 C S: 0.040 S': 0.153 S1: 0.056 C s Max: 0.040 Fa: 1.600 Fv: 2.400 CS Min: 0.030 Sds: 0.163 SO: 0.090 Load Cases 1.21D+1.6W 105 mph with No Ice 7.91D+1.6W 105 mph with No Ice(Reduced DL) 1.21D+1.ODi+ 1.OWi 50 mph with 0.75 in Radial Ice ;1.2+0.2Sds)*DL+E ELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E EMAM Seismic Equivalent Modal Analysis Method ;0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL)Equivalent Lateral Forces Method (0.9-0.2Sds)*DL+E EMAM Seismic(Reduced DL)Equivalent Modal Analysis Method 1.01D+1.OW Serviceability 60 mph Page: 1 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 45.000 0.2500 65 0.00 4,697 41.37 0.00 32.63 6972.7 27.42 165.50 36.44 45.00 28.72 4754.7 23.94 145.79 0.109500 2-18 10.000 0.2500 65 Slip 60.00 991 37.49 40.00 29.55 5179.5 24.68 149.98 36.40 50.00 28.68 4736.0 23.91 145.60 0.109500 3-R 10.000 0.5000 42 Butt 0.00 655 12.75 50.00 19.24 361.2 0.00 25.50 12.75 60.00 19.24 361.2 0.00 25.50 0.000000 4-R '10.000 0.5000 42 Butt 0.00 655 12.75 60.00 19.24 361.2 0.00 25.50 12.75 70.00 19.24 361.2 0.00 25.50 0.000000 5-R 10.000 0.5000 42 Butt 0.00 655 12.75 70.00 19.24 361.2 0.00 25.50 12.75 80.00 19.24 361.2 0.00 25.50 0.000000 3-R 10.000 0.5000 42 Butt 0.00 655 12.75 80.00 19.24 361.2 0.00 25.50 12.75 90.00 19.24 361.2 0.00 25.50 0.000000 7-R 10.000 0.3220 35 Butt 0.00 286 8.625 90.00 8.40 72.4 0.00 26.79 8.625 100.00 8.40 72.4 .0.00 26.79 0.000000 Shaft Weight 8,593 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 100.00 4' Omni 1 10.00 1.000 1.00 63.00 1.865 1.00 0.000 6.000 100.00 Side Arm 1 100.00 3.000 1.00 146.84 "4.505 1.00 0.000 0.000 96.30 Andrew ETT19V2S12UB 6 11.00 0.000 0.01 33.23 0.896 0.01 0.000 0.000 96.30 Commscope SBNHH-1D6513 3 50.70 0.000 0.01 243.55 9.417 0.01 0.000 0.000 95.00 Proposed Canister 1 720.00 9.760 1.00 1,509.71 15.142 1.00 0.000 0.000 87.00 Amphenol Antel 3 26.70 0.000 0.01 137.42 0.000 0.01 .0.000 0.000 85.00 Canister 1 1 720.00 8.130 1.00 1,531.53 12.583 1.00 0.000 0.000 85.00 RFS FDAP5002/1C-3L 6 6.40 0.000 0.01 25.07 0.743 0.01 0.000 0.000 82.00 Amphenol Antel 3 26.70 0.000 0.01 136.76 0.000 0.01 0.000 0.000 75.00 Andrew ETB19G8-12UB 6 16.00 0.000 0.01 44.23 1.317 0.01 0.000 0.000 75.00 Andrew S13NHH-1D65A (33.5 3 33.50 0.000 0.01 284.61 17.622 0.01 0.000 0.000 75.00 Canister 2 1 720.00 8.470 1.00 1,543.52 13.072 1.00 0.000 0.000 75.00 Triasx DBC0037F1V2-x 6 6.40 0.000 0.01 19.97 0.579 0.01 0.000 0.000 65.00 Canister 3 1 720.00 8.81.0 1.00 1,554.41 13.566 1.00 0.000 0.000 . 56.00 T Omni 1 25.00 2.100 1.00 107.69 3.575 1.00 0.000 0.000 55.00 6' Omni 1 25.00 1.760 1.00 96.25 2.942 1.00 0.000 0.000 55.00 Canister 4 1 720.00 9.160 1.00 1,565.77 14.083 1.00 0.000 0:000 54.00 3.5' Omni 1 10.00 0.640 1.00 43.34 1.355 1.00 0.000 0.000 53.00 2.5' Omni 1 10.00 0.400 1.00 30.12 0.738 1.00 0.000 0.000 51.00 Round Side Arm 4 150.00 5.200 0.67 215.74 7.642 0.67 0.000 0.000 - Totals 51 5031.60 12,197.09 Number of Loadings : 20 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 100.00 1 7/8" Coax 1.09 0.33 N 0.00 N Police& Fire 0.00 96.30 6 7/8" Coax 1.09 0.33 N 0.00 N T-Mobile 0.00 96.30 12 7/8" Coax 1.09 0.33 N 0.00 N T-Mobile 0.00 87.00 6 7/8" Coax 1.09 0.33 N 0.00 N Verizon 0.00 82.00 6 7/8" Coax 1.09 0.33 N 0.00 N Verizon 0.00 75.00 3 3/8" RET Control Cable 0.38 0.23 N 0.00 N AT&T Mobility 0.00 75.00 12 7/8" Coax 1.09 0.33 - N 0.00 N AT&T Mobility 0.00 56.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 55.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 54.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 53.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire Page: 2 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Page: 3 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Segment Properties (Max Len 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (int) (in 4) Ratio Ratio (ksi) (in3) (in3) (Ib) 3.00 0.2500 41.375 32.632 6,972.7 27.42 165.50 69.2 331.9 0.0 0.0 5.00 0.2500 40.827 32.197 6,697.9 27.03 163.31 69.6 323.1 0.0 551.5 10.00 0.2500 40.280 31.763 6,430.4 26.65 161.12 70.1 314.4 0.0 544.1 15.00 0.2500 39.733 31.328 6,170.2 26.26 158.93 70.5 305.9 0.0 536.7 20.00 0.2500 39.185 30.894 5,917.0 25.87 156.74 71.0 297.4 0.0 529.3 25.00 0.2500 38.638 30.459 5,670.9 25.49 154.55 71.4 289.1 0.0 521.9 30.00 0.2500 38,090 30.025 5,431.7 25.10 152.36 71.9 280.9 0.0 514.5 35.00 0.2500 37.542 29.591 5,199.3 24.72 150.17 72.3 272.8 0.0 507.1 40.00 Bot-Section 2 0.2500 36.995 29.156 4,973.7 24.33 147.98 72.8 264.8 0.0 499.8 45.00 Top -Section 1 0.2500 36.948 29.118 4,954.4 24.30 147.79 72.8 264.1 0.0 991.5 50.00 Top -Section 2 0.2500 36.400 28.684 4,736.0 23.91 145.60 73.3 256.3 0.0 491.7 50.00 Bot-Section 3 0.5000 12.750 19.242 . 361.2 0.00 25.50 42.0 56.7 75.1 51.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 53.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 54.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 55.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 56.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 50.00 Top -Section 3 0.5000 12:750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 261.9 80.00 Bot-Section 4 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 85.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 70.00 Top -Section 4 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 70.00 Bot-Section 5 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 75.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 80.00 Top -Section 5 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 B0.00 Bot-Section 6 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 B2.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 B5.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 196.4 B7.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 90.00 Top -Section 6 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 196.4 90.00 Bot-Section 7 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 95.00 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 142.9 96.30 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 37.2 100.0 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 105.7 8,593.1 Page: 4 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Load Case: 1.21D + 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 226.7 0.0 0.0 0.0 226.7 0.0 0.0 0.0 5.00 450.4 661.8 0.0 92.9 450.4 754.7 0.0 0.0 10.00 444.3 652.9 0.0 92.9 444.3 745.8 0.0 0.0 15.00 445.2 644.1 0.0 92.9 445.2 736.9 0.0 0.0 20.00 458.0 635.2 0.0 92.9 458.0 728.1 0.0 0.0 25.00 473.5 626.3 0.0 92.9 473.5 719.2 0.0 0.0 30.00 485.2 617.4 0.0 92.9 485.2 710.3 0.0 0.0 35.00 494.1 608.6 0.0 92.9 494.1 701.5 0.0 0.0 40.00 Bot-Section 2 504.3 599.7 0.0 92.9 504.3 692.6 0.0 0.0 45.00 Top-Section 1 512.8 1,189.8 0.0 92.9 512.8 1,282.7 0.0 0.0 50.00 Top-Section 2 274.0 590.1 0.0 92.9 274.0 682.9 0.0 0.0 51.00 Appertunance(s) 49.7 78.6 722.3 0.0 0.0 720.0 0.0 18.6 772.0 817.1 0.0 0.0 53.00 Appertunance(s) 49.9 157.1 20.9 0.0 0.0 12.0 0.0 37.2 70.8 206.3 0.0 0.0 54.00 Appertunance(s) 33.4 78.6 33.6 0.0 0.0 12.0 0.0 18.4 67.0 109.0 0.0 0.0 55.00 Appertunance(s) 33.6 78.6 575.1 0.0 0.0 894.0 0.0 18.2 608.6 990.8 0.0 0.0 56.00 Appertunance(s) 84.7 78.6 111.0 0.0 0.0 30.0 0.0 18.0 195.7 126.6 0.0 0.0 60.00 Top-Section 3 154.1 314.3 0.0 71.4 154.1 385.7 0.0 0.0 65.00 Appertunance(s) 173.8 392.9 480.6 0.0 0.0 864.0 0.0 89.3 654.4 1,346.1 0.0 0.0 70.00 Top-Section 4 176.6 392.9 0.0 89.3 176.6 482.1 0.0 0.0 75.00 Appertunance(s) 179.2 392.9 476.1 0.0 0.0 1,145.9 0.0 89.3 655.3 1,628.0 0.0 0.0 80.00 Top-Section 5 126.6 392.9 0.0 61.4 126.6 454.2 0.0 0.0 82.00 Appertunance(s) 91.4 157.1 0.0 0.0 0.0 96.1 0.0 24.6 91.4 277.8 0.0 0.0 85.00 Appertunance(s) 91.9 235.7 469.2 0.0 0.0 910.1 0.0 29.7 561.1 1,175.5 0.0 0.0 87.00 Appertunance(s) 92.5 157.1 0.0 0.0 0.0 96.1 0.0 19.8 92.5 273.1 0.0 0.0 90.00 Top-Section 6 119.0 235.7 0.0 22.6 119.0 258.3 0.0 0.0 95.00 Appertunance(s) 79.9 171.5 576.7 0.0 0.0 864.0 0.0 37.6 656.6 1,073.1 0.0 0.0 96.30 64.0 44.6 0.0 9.8 64.0 54.4 0.0 0.0 100.00 Appertunance(s) 47.5 126.9 239.6 0.0 362.8 132.0 0.0 1.5 287.1 260.4 0.0 0.0 Totals: 10,121.4 17,673.2 0.00 0.00 Page: 5 1 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:01 PM Customer: T-MOBILE Load Case: 1.2D+ 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.93 -9.91 0.00 -521.05 0.00 521.05 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.312 5.00 -17.16 -9.49 0.00 -471.50 0.00 471.50 2,016.99 1,008.49 3,368.68 1,686.84 0.06 -0.10 0.288 10.00 -16.40 -9.07 0.00 -424.05 0.00 424.05 2,002.76 1,001.38 3,299.50 1,652.20 0.21 -0.20 0.265 15.00 -15.65 -8.64 0.00 -378.71 0.00 378.71 1,988.17 994.08 3,230.39 1,617.60 0.47 -0.29 0.242 20.00 -14.91 -8.20 0.00 -335.49 0.00 335.49 1,973.23 986.61 3,161.37 1,583.04 0.81 -0.37 0.220 25.00 -14.19 -7.74 0.00 -294.47 0.00 294.47 1,957.93 978.97 3,092.47 1,548.54 1.24 -0.44 0.197 30.00 -13.47 -7.27 0.00 -255.77 0.00 255.77 1,942.28 971.14 3,023.72 1,514.11 1.74 -0.51 0.176 35.00 -12.77 -6.78 0.00 -219.43 0.00 219.43 1,926.27 963.14 2,955.12 1,479.76 2.31 -0.57 0.155 40.00 -12.07 -6.28 0.00 -185.54 0.00 185.54 1,909.91 954.95 2,886.72 1,445.50 2.94 -0.63 0.135 45.00 -10.79 -5.76 0.00 -154.15 0.00 154.15 1,908.47 954.24 2,880.79 1,442.54 3.63 -0.68 0.113 50.00 -10.11 -5.48 0.00 -125.36 0.00 125.36 1,891.72 945.86 2,812.62 1,408.40 4.36 -0.72 0.094 50.00 -10.11 -5.48 0.00 -125.36 0.00 125.36 727.36 363.68 356.48 236.48 4.36 -0.72 0.544 51.00 -9.30 -4.71 0.00 -119.88 0.00 119.88 727.36 363.68 356.48 236.48 4.51 -0.73 0.520 53.00 -9.08 -4.66 0.00 -110.45 0.00 110.45 727.36 363.68 356.48 236.48 4.86 -0.91 0.480 54.00 -8.97 -4.61 0.00 -105.79 0.00 105.79 727.36 363.68 356.48 236.48 5.06 -0.99 0.460 55.00 -7.98 -3.99 0.00 -101.18 0.00 101.18 727.36 363.68 356.48 236.48 5.27 -1.08 0.439 56.00 -7.85 -3.82 0.00 -97.19 0.00 97.19 727.36 363.68 356.48 236.48 5.51 -1.15 0.422 60.00 -7.45 -3.69 0.00 -81.92 0.00 81.92 727.36 363.68 356.48 236.48 6.60 -1.44 0.357 60.00 -7.45 -3.69 0.00 -81.92 0.00 81.92 727.36 363.68 356.48 236.48 6.60 -1.44 0.357 65.00 -6.10 -3.03 0.00 -63.46 0.00 63.46 727.36 363.68 356.48 236.48 8.26 -1.72 0.277 70.00 -5.62 -2.85 0.00 -48.33 0.00 48.33 727.36 363.68 356.48 236.48 10.18 -1.94 0.212 70.00 -5.62 -2.85 0.00 -48.33 0.00 48.33 727.36 363.68 356.48 236.48 10.18 -1.94 0.212 75.00 -4.01 -2.15 0.00 -34.06 0.00 34.06 727.36 363.68 356.48 236.48 12.31 -2.10 0.150 80.00 -3.56 -2.01 0.00 -23.30 0.00 23.30 727.36 363.68 356.48 236.48 14.57 -2.22 0.103 80.00 -3.56 -2.01 0.00 -23.30 0.00 23.30 727.36 363.68 356.48 236.48 14.57 -2.22 0.103 82.00 -3.28 -1.91 0.00 -19.28 0.00 19.28 727.36 363.68 356.48 236.48 15.51 -2.25 0.086 85.00 -2.13 -1.31 0.00 -13.54 0.00 13.54 727.36 363.68 356.48 236.48 16.94 -2.29 0.060 87.00 -1.86 -1.20 0.00 -10.93 0.00 10.93 727.36 363.68 356.48 236.48 17.90 -2.31 0.049 90.00 -1.61 -1.07 0.00 -7.32 0.00 7.32 727.36 363.68 356.48 236.48 19.36 -2.33 0.033 90.00 -1.61 -1.07 0.00 -7.32 0.00 7.32 264.58 132.29 88.06 58.30 19.36 -2.33 0.132 95.00 -0.56 -0.37 0.00 -1.95 0.00 1.95 264.58 132.29 88.06 58.30 21.81 -2.35 0.036 96.30 -0.25 -0.30 0.00 -1.46 0.00 1.46 264.58 132.29 88.06 58.30 22.45 -2.36 0.026 100.00 0.00 -0.29 0.00 -0.36 0.00 0.36 264.58 132.29 88.06 58.30 24.28 -2.37 0.006 Page: 6 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:01 PM Customer: T-MOBILE Load Case: 0.9D+ 1.6W 105 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib-ft) (Ib-ft) (lb) (lb) (Ib) (lb) (Ib) (Ib-ft) (lb) 0.00 226.7 0.0 0.0 0.0 226.7 0.0 0.0 0.0 5.00 450.4 496.3 0.0 69.7 450.4 566.0 0.0 0.0 10.00 444.3 489.7 0.0 69.7 444.3 559.4 0.0 0.0 15.00 445.2 483.0 0.0 69.7 445.2 552.7 0.0 0.0 20.00 458.0 476.4 0.0 69.7 458.0 546.0 0.0 0.0 25.00 473.5 469.7 0.0 69.7 473.5 539.4 0.0 0.0 30.00 485.2 463.1 0.0 69.7 485.2 532.7 0.0 0.0 35.00 494.1 456.4 0.0 69.7 494.1 526.1 0.0 0.0 40.00 Bot-Section 2 504.3 449.8 0.0 69.7 504.3 519.4 0.0 0.0 45.00 Top-Section 1 512.8 892.3 0.0 69.7 512.8 962.0 0.0 0.0 50.00 Top-Section 2 274.0 442.5 0.0 69.7 274.0 512.2 0.0 0.0 51.00 Appertunance(s) 49.7 58.9 722.3 0.0 0.0 540.0 0.0 13.9 772.0 612.9 0.0 0.0 53.00 Appertunance(s) 49.9 117.9 20.9 0.0 0.0 9.0 0.0 27.9 70.8 154.7 0.0 0.0 54.00 Appertunance(s) 33.4 58.9 33.6 0.0 0.0 9.0 0.0 13.8 67.0 81.7 0.0 0.0 55.00 Appertunance(s) 33.6 58.9 575.1 0.0 0.0 670.5 0.0 13.7 608.6 743.1 0.0 0.0 56.00 Appertunance(s) 84.7 58.9 111.0 0.0 0.0 22.5 0.0 13.5 195.7 95.0 0.0 0.0 60.00 Top-Section 3 154.1 235.7 0.0 53.6 154.1 289.3 0.0 0.0 65.00 Appertunance(s) 173.8 294.6 480.6 0.0 0.0 648.0 0.0 67.0 654.4 1,009.6 0.0 0.0 70.00 Top-Section 4 176.6 294.6 0.0 67.0 176.6 361.6 0.0 0.0 75.00 Appertunance(s) 179.2 294.6 476.1 0.0 0.0 859.4 0.0 67.0 655.3 1,221.0 0.0 0.0 80.00 Top-Section 5 126.6 294.6 0.0 46.0 126.6 340.7 0.0 0.0 82.00 Appertunance(s) 91.4 117.9 0.0 0.0 0.0 72.1 0.0 18.4 91.4 208.4 0.0 0.0 85.00 Appertunance(s) 91.9 176.8 469.2 0.0 0.0 682.6 0.0 22.3 561.1 881.6 0.0 0.0 87.00 Appertunance(s) 92.5 117.9 0.0 0.0 0.0 72.1 0.0 14.9 92.5 204.8 0.0 0.0 90.00 Top-Section 6 119.0 176.8 0.0 16.9 119.0 193.7 0.0 0.0 95.00 Appertunance(s) 79.9 128.6 576.7 0.0 0.0 648.0 0.0 28.2 656.6 804.8 0.0 0.0 96.30 64.0 33.4 0.0 7.3 64.0 40.8 0.0 0.0 100.00 Appertunance(s) 47.5 95.2 239.6 0.0 362.8 99.0 0.0 1.1 287.1 195.3 0.0 0.0 Totals: 10,121.4 13,254.9 0.00 0.00 Page: 7 1 L Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:02 PM Customer: T-MOBILE Load Case: 0.9D+ 1.6W 105 mph with No Ice(Reduced DL) 23 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) . (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -13.44 -9.91 0.00 -518.01 0.00 518.01 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.308 5.00 -12.86 9.48 0.00 -468.47 0.00 468.47 2,016.99 1,008.49 3,368.68 1,686.84 0.05 -0.10 0.284 10.00 -12.29 -9.05 0.00 -421.09 0.00 421.09 2,002.76 1,001.38 3,299.50 1,652.20 0.21 -0.20 0.261 15.00 -11.72 -8.62 0.00 -375.83 0.00 375.83 1,988.17 994.08 3,230.39 1,617.60 0.46 -0.28 0.238 20.00 -11.17 -8.18 0.00 -332.72 0.00 332.72 1,973.23 986.61 3,161.37 1,583.04 0.81 -0.36 0.216 25.00 -10.62 -7.71 0.00 -291.85 0.00 291.85 1,957.93 978.97 3,092.47 1,548.54 1.23 -0.44, 0.194 30.00 -10.09 -7.23 0.00 -253.29 0.00 253.29 1,942.28 971.14 3,023.72 1,514.11 1.73 -0.51 0.173 35.00 -9.56 -6.74 0.00 -217.12 0.00 217.12 1,926.27 963.14 2,955.12 1,479.76 2.29 -0.57 0.152 40.00 -9.04 -6.24 0.00 -183.40 0.00 183.40 1,909.91 954.95 2,886.72 1,445.50 2.92 -0.62 0.132 45.00 -8.08 -5.73 0.00 -152.19 0.00 152.19 1,908.47 954.24 2,880.79 1,442.54 3.60 -0.67 0.110 50.00 -7.57 -5.45 0.00 -123.57 0.00 123.57 1,891.72 945.86 2,812.62 1,408.40 4.33 -0.71 0.092 50.00 -7.57 -5.45 0.00 -123.57 0.00 123.57 727.36 363.68 356.48 236.48 4.33 -0.71 0.533 51.00 -6.96 4.68 0.00 -118.12 0.00 118.12 727.36 363.68 356.48 236.48 4.48 -0.72 0.509 53.00 -6.79 -4.62 0.00 -108.76 0.00 108.76 727.36 363.68 356.48 236.48 4.82 -0.90 0.469 54.00 -6.71 -4.56 0.00 -104.14 0.00 104.14 727.36 363.68 356.48 236.48 5.02 -0.98 0.450 55.00 -5.97 -3.95 0.00 -99.57 0.00 99.57 727.36 363.68 356.48 236.48 5.23 -1.06 0.429. 56.00 -5.86 -3.77 0.00 -95.62 0.00 95.62 727.36 363.68 356.48 236.48 5.46 -1.14 0.413 60.00 -5.56 -3.64 0.00 -80.54 0.00 80.54 727.36 363.68 356.48 236.48 6.54 -1.42 0.348 60.00 -5.56 -3.64 0.00 -80.54 0.00 80.54 727.36 363.68 356.48 236.48 6.54 -1.42 0.348 65.00 -4.56 -2.98 0.00 -62.35 0.00 62.35 727.36 363.68 356.48 236.48 8.18 -1.70 0.270 70.00 -4.19 -2.80 0.00 -47.47 0.00 47.47 727.36 363.68 356.48 236.48 10.08 -1.92 0.207 70.00 -4.19 -2.80 0.00 -47.47 0.00 47.47 727.36 363.68 356.48 236.48 10.08 -1.92 0.207 75.00 -2.99 -2.11 0.00 -33.47 0.00 33.47 727.36 363.68 356.48 236.48 12.17 -2.08 0.146 80.00 -2.65 -1.97 0.00 -22.91 0.00 22.91 727.36 363.68 356.48 236.48 14.41 -2.19 0.101 80.00 -2.65 -1.97 0.00 -22.91 0.00 22.91 727.36 363.68 356.48 236.48 14.41 -2.19 0.101 82.00 -2.45 -1.88 0.00 -18.96 0.00 18.96 727.36 363.68 356.48 236.48 15.33 -2.22 0.084 85.00 -1.59 -1.28 0.00 -13.33 0:00 13.33 727.36 363.68 356.48 236.48 16.74 -2.26 0.059' 87.00 -1.38 -1.18 0.00 -10.76 0.00 10.76 727.36 363.68 356.48 236.48 17.69 -2.28 0.047 90.00 -1.20 -1.06 0.00 -7.22 0.00 7.22 727.36 363.68 356.48 236.48 19.12 -2.30 0.032 90.00 -1.20 -1.06 0.00 -7.22 0.00 7.22 264.58 132.29 88.06 58.30 19.12 -2.30 0.128 95.00 -0.42 -0.37 0.00 -1.93 0.00 1.93 264.58 132.29 88.06 58.30 21.54 -2.32 0.035 96.30 -0.18 -0.29 0.00 -1.45 0.00 1.45 264.58 132.29 88.06 58.30 22.17 -2.32 0.026 100.00 0.00 -0.29 0.00 -0.36 0.00 0.36 264.58 132.29 88.06 58.30 23.98 -2.34 0.006 Page: 8 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:02 PM Customer: T-MOBILE Load Case: 1.2D+ 1.0Di+ 1.OWi 50 mph with 0.75 in Radial Ice 22 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (Ib) (Ib) (Ib-ft) (Ib-ft) (lb) (lb) (Ib) (Ib) (Ib) (Ib-ft) (lb) 0.00 62.6 0.0 0.0 0.0 62.6 0.0 0.0 0.0 5.00 124.8 966.6 0.0 92.9 124.8 1,059.5 0.0 0.0 10.00 123.8 989.7 0.0 92.9 123.8 1,082.6 0.0 0.0 15.00 124.5 994.4 0.0 92.9 124.5 1,087.3 0.0 0.0 20.00 128.4 993.1 0.0 92.9 128.4 1,086.0 0.0 0.0 25.00 133.1 988.7 0.0 92.9 133.1 1,081.6 0.0 0.0 30.00 136.7 982.4 0.0 92.9 136.7 1,075.3 0.0 0.0 35.00 139.5 974.8 0.0 92.9 139.5 1,067.7 0.0 0.0 40.00 Bot-Section 2 142.6 966.2 0.0 92.9 142.6 1,059.1 0.0 0.0 45.00 Top-Section 1 145.2 1,560.6 0.0 92.9 145.2 1,653.5 0.0 0.0 50.00 Top-Section 2 78.8 959.9 0.0 92.9 78.8 1,052.7 0.0 0.0 51.00 Appertunance(s) 17.5 105.9 150.4 0.0 0.0 1,583.0 0.0 18.6 168.0 1,707.5 0.0 0.0 53.00 Appertunance(s) 17.6 212.0 5.5 0.0 0.0 32.1 0.0 37.2 23.1 281.3 0.0 0.0 54.00 Appertunance(s) 11.8 106.1 10.1 0.0 0.0 45.3 0.0 18.4 21.9 169.8 0.0 0.0 55.00 Appertunance(s) 11.9 106.2 127.1 0.0 0.0 2,531.0 0.0 18.2 138.9 2,655.4 0.0 0.0 56.00 Appertunance(s) 30.0 106.2 26.8 0.0 0.0 112.7 0.0 18.0 56.8 236.9 0.0 0.0 60.00 Top-Section 3 54.6 425.4 0.0 71.4 54.6 496.9 0.0 0.0 65.00 Appertunance(s) 61.7 532.9 104.9 0.0 0.0 2,418.4 0.0 89.3 166.6 3,040.6 0.0 0.0 70.00 Top-Section 4 62.7 534.1 0.0 89.3 62.7 623.4 0.0 0.0 75.00 Appertunance(s) 63.8 535.3 104.2 0.0 0.0 3,693.5 0.0 89.3 168.0 4,318.0 0.0 0.0 80.00 Top-Section 5 45.1 536.3 0.0 61.4 45.1 597.7 0.0 0.0 82.00 Appertunance(s) 32.6 214.8 0.0 0.0 0.0 506.4 0.0 24.6 32.6 745.8 0.0 0.0 85.00 Appertunance(s) 32.8 322.5 102.9 0.0 0.0 2,553.6 0.0 29.7 135.7 2,905.9 0.0 0.0 87.00 Appertunance(s) 33.0 215.2 0.0 0.0 0.0 508.4 0.0 19.8 33.0 743.4 0.0 0.0 90.00 Top-Section 6 44.8 323.1 0.0 22.6 44.8 345.7 0.0 0.0 95.00 Appertunance(s) 31.4 275.9 126.8 0.0 0.0 2,373.7 0.0 37.6 158.2 2,687.3 0.0 0.0 96.30 25.2 71.8 0.0 9.8 25.2 81.6 0.0 0.0 100.00 Appertunance(s) 18.7 204.7 54.1 0.0 95.9 181.8 0.0 1.5 72.8 388.0 0.0 0.0 Totals: 2,747.97 33,330.3 0.00 0.00 Page: 9 1 Site Number: 373337 Code: ANSIlTIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:04 PM Customer: T-MOBILE Load Case: 1.2D+ 1.ODi+ 1.OWi 50 mph with 0.75 in Radial Ice 22 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.30 -2.69 0.00 -144.69 0.00 144.69 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.101 5.00 -33.24 -2.58 0.00 -131.22 0.00 131.22 2,016.99 1,008.49 3,368.68 1,686.84 0.02 -0.03 0.094 10.00 -32.16 -2.47 0.00 -118.30 0.00 118.30 2,002.76 1,001.38 3,299.50 1,652.20 0.06 -0.05 0.088 15.00 -31.07 -2.36 0.00 -105.93 0.00 105.93 1,988.17 994.08 3,230.39 1,617.60 0.13 -0.08 0.081 20.00 -29.98 -2.24 0.00 -94.12 0.00 94.12 1,973.23 986.61 3,161.37 1,583.04 0.23 -0.10 0.075 25.00 -28.90 -2.12 0.00 -82.91 0.00 82.91 1,957.93 978.97 3,092.47 1,548.54 0.34 -0.12 0.068 30.00 -27.83 -1.99 0.00 -72.32 0.00 72.32 1,942.28 971.14 3,023.72 1,514.11 0.49 -0.14 0.062 35.00 -26.76 -1.85 0.00 -62.38 0.00 62.38 1,926.27 963.14 2,955.12 1,479.76 0.64 -0.16 0.056 40.00 -25.70 -1.71 0.00 -53.12 0.00 53.12 1,909.91 954.95 2,886.72 1,445.50 0.82 -0.18 0.050 45.00 -24.05 -1.57 0.00 -44.55 0.00 44.55 1,908.47 954.24 2,880.79 1,442.54 1.01 -0.19 0.043 50.00 -22.99 -1.49 0.00 -36.70 0.00 36.70 1,891.72 945.86 2,812.62 1,408.40 1.22 -0.20 0.038 50.00 -22.99 -1.49 0.00 -36.70 0.00 36.70 727.36 363.68 356.48 236.48 1.22 -0.20 0.187 51.00 -21.29 -1.33 0.00 -35.21 0.00 35.21 727.36 363.68 356.48 236.48 1.26 -0.20 0.178 53.00 -21.00 -1.32 0.00 -32.56 0.00 32.56 727.36 363.68 356.48 236.48 1.36 -0.26 0.167 54.00 -20.83 -1.30 0.00 -31.24 0.00 31.24 727.36 363.68 356.48 236.48 1.42 -0.28 0.161 55.00 -18.18 -1.16 0.00 -29.94 0.00 29.94 727.36 363.68 356.48 236.48 1.48 -0.31 0.152 56.00 -17.94 -1.12 0.00 -28.79 0.00 28.79 727.36 363.68 356.48 236.48 1.55 -0.33 0.146 60.00 -17.44 -1.08 0.00 -24.32 0.00 24.32 727.36 363.68 356.48 236.48 1.86 -0.41 0.127 60.00 -17.44 -1.08 0.00 -24.32 0.00 24.32 727.36 363.68 356.48 236.48 1.86 -0.41 0.127 65.00 -14.40 -0.91 0.00 -18.90 0.00 18.90 727.36 363.68 356.48 236.48 2.34 -0.50 0.100 70.00 -13.78 -0.86 0.00 -14.34 0.00 14.34 727.36 363.68 356.48 236.48 2.90 -0.56 0.080 70.00 -13.78 -0.86 0.00 -14.34 0.00 14.34 727.36 363.68 356.48 236.48 2.90 -0.56 0.080 75.00 -9.46 -0.65 0.00 -10.06 0.00 10.06 727.36 363.68 356.48 236.48 3.52 -0.61 0.056 80.00 -8.86 -0.60 0.00 -6.80 0.00 6.80 727.36 363.68 356.48 236.48 4.18 -0.65 0.041 80.00 -8.86 -0.60 0.00 -6.80 0.00 6.80 727.36 363.68 356.48 236.48 4.18 -0.65 0.041 82.00 -8.12 -0.56 0.00 -5.60 0.00 5.60 727.36 363.68 356.48 236.48 4.45 -0.66 0.035 85.00 -5.22 -0.39 0.00 -3.91 0.00 3.91 727.36 363.68 356.48 236.48 4.87 -0.67 0.024 87.00 -4.47 -0.35 0.00 -3.12 0.00 3.12 727.36 363.68 356.48 236.48 5.15 -0.67 0.019 90.00 -4.13 -0.31 0.00 -2.06 0.00 2.06 727.36 363.68 356.48 236.48 5.57 -0.68 0.014 90.00 -4.13 -0.31 0.00 -2.06 0.00 2.06 264.58 132.29 88.06 58.30 5.57 -0.68 0.051 95.00 -1.44 -0.12 0.00 -0.53 0.00 0.53 264.58 132.29 88.06 58.30 6.29 -0.68 0.015 96.30 -0.39 -0.08 0.00 -0.38 0.00 0.38 264.58 132.29 88.06 58.30 6.47 -0.69 0.008 100.00 0.00 -0.07 0.00 -0.10 0.00 0.10 264.58 132.29 88.06 58.30 7.01 -0.69 0.002 Page: 10 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:04 PM Customer: T-MOBILE Load Case: 1.0D+ 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (lb) (lb) (Ib-ft) (lb) 0.00 46.3 0.0 0.0 0.0 46.3 0.0 0.0 0.0 5.00 91.9 551.5 0.0 77.4 91.9 628.9 0.0 0.0 10.00 90.7 544.1 0.0 77.4 90.7 621.5 0.0 0.0 15.00 90.9 536.7 0.0 77.4 90.9 614.1 0.0 0.0 20.00 93.5 529.3 0.0 77.4 93.5 606.7 0.0 0.0 25.00 96.6 521.9 0.0 77.4 96.6 599.3 0.0 0.0 30.00 99.0 514.5 0.0 77.4 99.0 591.9 0.0 0.0 35.00 100.8 507.1 0.0 77.4 100.8 584.5 0.0 0.0 40.00 Bot-Section 2 102.9 499.8 0.0 77.4 102.9 577.2 0.0 0.0 45.00 Top-Section 1 104.7 991.5 0.0 77.4 104.7 1,068.9 0.0 0.0 50.00 Top-Section 2 55.9 491.7 0.0 77.4 55.9 569.1 0.0 0.0 51.00 Appertunance(s) 10.1 65.5 147.4 0.0 0.0 600.0 0.0 15.5 157.5 681.0 0.0 0.0 53.00 Appertunance(s) 10.2 131.0 4.3 0.0 0.0 10.0 0.0 31.0 14.4 171.9 0.0 0.0 54.00 Appertunance(s) 6.8 65.5 6.9 0.0 0.0 10.0 0.0 15.3 13.7 90.8 0.0 0.0 55.00 Appertunance(s) 6.9 65.5 117.4 0.0 0.0 745.0 0.0 15.2 124.2 825.7 0.0 0.0 56.00 Appertunance(s) 17.3 65.5 22.7 0.0 0.0 25.0 0.0 15.0 39.9 105.5 0.0 0.0 60.00 Top-Section 3 31.5 261.9 0.0 59.5 31.5 321.4 0.0 0.0 65.00 Appertunance(s) 35.5 327.4 98.1 0.0 0.0 720.0 0.0 74.4 133.6 1,121.8 0.0 0.0 70.00 Top-Section 4 36.0 327.4 0.0 74.4 36.0 401.8 0.0 0.0 75.00 Appertunance(s) 36.6 327.4 97.2 0.0 0.0 954.9 0.0 74.4 133.7 1,356.7 0.0 0.0 80.00 Top-Section 5 25.8 327.4 0.0 51.2 25.8 378.5 0.0 0.0 82.00 Appertunance(s) 18.7 131.0 0.0 0.0 0.0 80.1 0.0 20.5 18.7 231.5 0.0 0.0 85.00 Appertunance(s) 18.7 196.4 95.8 0.0 0.0 758.4 0.0 24.8 114.5 979.6 0.0 0.0 87.00 Appertunance(s) 18.9 131.0 0.0 0.0 0.0 80.1 0.0 16.5 18.9 227.6 0.0 0.0 90.00 Top-Section 6 28.6 196.4 0.0 18.8 28.6 215.2 0.0 0.0 95.00 Appertunance(s) 21.7 142.9 117.7 0.0 0.0 720.0 0.0 31.4 139.4 894.3 0.0 0.0 96.30 17.3 37.2 0.0 8.2 17.3 45.3 0.0 0.0 100.00 Appertunance(s) 12.8 105.7 48.9 0.0 74.0 110.0 0.0 1.2 61.7 217.0 0.0 0.0 Totals: 2,082.56 14,727.6 0.00 0.00 Page: 11 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case: 1.OD+ 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.95 -2.04 0.00 -107.53 0.00 107.53 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.070 5.00 -14.32 -1.95 0.00 -97.34 0.00 97.34 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.02 0.065 10.00 -13.69 -1.86 0.00 -87.58 0.00 87.58 2,002.76 1,001.38 3,299.50 1,652.20 0.04 -0.04 0.060 15.00 -13.08 -1.78 0.00 -78.26 0.00 78.26 1,988.17 994.08 3,230.39 1,617.60 0.10 -0.06 0.055 20.00 -12.47 -1.69 0.00 -60.37 0.00 69.37 1,973.23 986.61 3,161.37 1,583.04 0.17 -0.08 0.050 25.00 -11.87 -1.59 0.00 -60.94 0.00 60.94 1,957.93 978.97 3,092.47 1,548.54 0.26 -0.09 0.045 30.00 -11.28 -1.50 0.00 -52.98 0.00 52.98 1,942.28 971.14 3,023.72 1,514.11 0.36 -0.11 0.041 35.00 -10.70 -1.40 0.00 -45.50 0.00 45.50 1,926.27 963.14 2,955.12 1,479.76 0.48 -0.12 0.036 40.00 -10.12 -1.29 0.00 -38.52 0.00 38.52 1,909.91 954.95 2,886.72 1,445.50 0.61 -0.13 0.032 45.00 -9.05 -1.19 0.00 -32.06 0.00 32.06 1,908.47 954.24 2,880.79 1,442.54 0.75 -0.14 0.027 50.00 -8.48 -1.13 0.00 -26.12 0.00 26.12 1,891.72 945.86 2,812.62 1,408.40 0.90 -0.15 0.023 50.00 -8.48 -1.13 0.00 -26.12 0.00 26.12 727.36 363.68 356.48 236.48 0.90 -0.15 0.122 51.00 -7.80 -0.97 0.00 -24.99 0.00 24.99 727.36 363.68 356.48 236.48 0.93 -0.15 0.116 53.00 -7.63 -0.96 0.00 -23.04 0.00 23.04 727.36 363.68 356.48 236.48 1.00 -0.19 0.108 54.00 -7.54 -0.95 0.00 -22.08 0.00 22.08 727.36 363.68 356.48 236.48 1.05 -0.21 0.104 55.00 -6.71 -0.83 0.00 -21.13 0.00 21.13 727.36 363.68 356.48 236.48 1.09 -0.22 0.099 56.00 -6.61 -0.79 0.00 -20.30 0.00 20.30 727.36 363.68 356.48 236.48 1.14 -0.24 0.095 60.00 -6.28 -0.76 0.00 -17.14 0.00 17.14 727.36 363.68 356.48 236.48 1.37 -0.30 0.081 60.00 -6.28 -0.76 0.00 -17.14 0.00 17.14 727.36 363.68 356.48 236.48 1.37 -0.30 0.081 65.00 -5.16 -0.63 0.00 -13.32 0.00 13.32 727.36 363.68 356.48 236.48 1.71 -0.36 0.063 70.00 -4.76 -0.59 0.00 -10.18 0.00 10.18 727.36 363.68 356.48 236.48 2.11 -0.40 0.050 70.00 -4.76 -0.59 0.00 -10.18 0.00 10.18 727.36 363.68 356.48 236.48 2.11 -0.40 0.050 75.00 -3.40 -0.45 0.00 -7.22 0.00 7.22 727.36 363.68 356.48 236.48 2.55 -0.44 0.035 80.00 -3.03 -0.42 0.00 -4.96 0.00 4.96 727.36 363.68 356.48 236.48 3.03 -0.46 0.025 80.00 -3.03 -0.42 0.00 -4.96 0.00 4.96 727.36 363.68 356.48 236.48 3.03 -0.46 0.025 82.00 -2.79 -0.40 0.00 -4.12 0.00 4.12 727.36 363.68 356.48 236.48 3.22 -0.47 0.021 85.00 -1.82 -0.28 0.00 -2.91 0.00 2.91 727.36 363.68 356.48 236.48 3.52 -0.48 0.015 87.00 -1.59 -0.26 0.00 -2.35 0.00 2.35 727.36 363.68 356.48 236.48 3.72 -0.48 0.012 90.00 -1.37 -0.23 0.00 -1.57 0.00 1.57 727.36 363.68 356.48 236.48 4.03 -0.49 0.009 90.00 -1.37 -0.23 0.00 -1.57 0.00 1.57 264.58 132.29 88.06 58.30 4.03 -0.49 0.032 95.00 -0.48 -0.08 0.00 -0.42 0.00 0.42 264.58 132.29 88.06 58.30 4.54 -0.49 0.009 96.30 -0.22 -0.06. 0.00 -0.31 0.00 0.31 264.58 132.29 88.06 58.30 4.67 -0.49 0.006 100.00 0.00 -0.06 0.00 -0.07 0.00 0.07 264.58 132.29 88.06 58.30 5.06 -0.50 0.001 Page: 12 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Equivalent Lateral Forces Method Analysis (Based on ASCE?-10 Chapters 11, 12,15) Spectral Response Acceleration for Short Period(S S): 0.15 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.06 Long-Period Transition Period(T J: 6 Importance Factor(I E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F v: 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.16 Design Spectral Response Acceleration at 1.0 Second Period(S d1): 0.09 Seismic Response Coefficient(C S): 0.04 Upper Limit C S 0.04 Lower Limit C S 0.03 Period based on Rayleigh Method(sec): 1.51 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.50 Total Unfactored Dead Load: 14.95 k Seismic Base Shear(E): 0.77 k Load Case (1.2 + 0.2Sds) * DL+ E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (lb) (Ib-ft) C, (lb) (lb) 27 98.15 107 106 0.016 13 132 26 95.65 45 43 0.007 5 56 25 92.50 174 158 0.025 19 215 24 88.50 215 182 0.028 22 265 23 86.00 147 119 0.019 14 182 22 83.50 221 171 0.027 21 273 21 81.00 151 112 0.017 13 187 20 77.50 379 262 0.041 31 467 19 72.50 402 252 0.039 30 495 18 67.50 402 226 0.035 27 495 17 62.50 402 201 0.031 24 495 16 58.00 321 144 0.022 17 396 15 55.50 81 34 0.005 4 99 14 54.50 81 33 0.005 4 99 13 53.50 81 32 0.005 4 100 12 52.00 162 62 0.010 7 200 11 50.50 81 29 0.005 4 100 10 47.50 569 189 0.029 23 702 9 42.50 1,069 300 0.047 36 1,318 8 37.50 577 134 0.021 16 711 7 32.50 585 110 0.017 13 721 6 27.50 592 86 0.013 10 730 5 22.50 599 65 0.010 8 739 Page: 13 Site Number: 373337 . Code: ANSI/TIA-222-G _ ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE 4 17.50 607 45 0.007 5 748 3 12.50 614 27• 0.004 3 757 2 7.50 622 13 0.002 2 766 1 2.50 629 2 0.000 0 775 4'Omni 100.00 10 10 0.002 1 12 Side Arm 100.00 100 102 0.016 12 123 Andrew ETT19V2S12UB 96.30 66 63 0.010 8 81 Commscope SBNHH-1 D65 96.30 152 146 0.023 17 187 Proposed Canister 95.00 720 678 0.105 81 888 Amphenol Antel CWX06 87.00 80 66 0.010 8 99 RFS FDAP5002/1 C-3L 85.00 38 31 0.005 4 47 Canister 1 85.00 720 573 0.089 69 888 Amphenol Ante]CWX06 82.00 80 60 0.009 7 99 Triasx DBC0037F1 V2-x 75.00 38 25 0.004 3 47 Andrew ETB19G8-12UB 75.00 96 63 0.010 8 118 Andrew SBNHH-1 D65A( 75.00 101 66 0.010 8 124 Canister 2 75.00 720 475 0.074 57 888 Canister 3 65.00 720 383 0.060 46 888 7'Omni 56.00 25 11 0.002 1 31 6'Omni 55.00 25 10 0.002 1 31 Canister 4 55.00 720 298 0.046 36 888 3.5'Omni 54.00 10 4 0.001 0 12 2.5'Omni 53.00 10 4 0.001 0 12 Round Side Arm 51.00 600 222 0.034 27 740 14,946 6,430 1.000 770 18,423 Load Case (0.9 - 0.2Sds) * DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (]b) (Ib-ft) C vx (lb) (lb) 27 98.15 107 106 0.016 13 93 26 95.65 45 43 0.007 5 39 25 92.50 174 158 0.025 19 151 24 88.50 215 182 0.028 22 187 23 86.00 147 119 0.019 14 128 22 83.50 221 171 0.027 21 192 21 81.00 151 112 0.017 13 131 20 77.50 379 262 0.041 31 328 19 72.50 402 252 0.039 30 348 18 67.50 402 226 0.035 27 348 17 62.50 402 201 0.031 24 348 16 58.00 321 144 0.022 17 279 15 55.50 81 34 0.005 4 70 14 54.50 81 33 0.005 4 70 13 53.50 81 32 0.005 4 70 12 52.00 162 62 0.010 7 140 11 50.50 81 29 0.005 4 70 10 47.50 569 189 0.029 23 494 9 42.50 1,069 300 0.047 36 927 8 37.50 577 134 0.021 16 501 7 32.50 585 110 0.017 13 507 6 27.50 592 86 0.013 10 513 5 22.50 599 65 0.010 8 520 4 17.50 607 45 0.007 5 526 3 12.50 614 27 0.004 3 533 2 7.50 622 13 0.002 2 539 1 2.50 629 2 0.000 0 545 4'Omni 100.00 10 10 0.002 1 9 Side Arm 100.00 100 102 0.016 12 87 Andrew ETT19V2S12UB 96.30 66 63 0.010 8 57 Page: 14 Site Number: 373337 Code: ANSIfTIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Commscope SBNHH-1 D65 96.30 152 146 0.023 17 132 Proposed Canister 95.00 720 678 0.105 81 624 Amphenol Antel CWX06 87.00 80 66 0.010 8 69 RFS FDAP5002/1 C-3L 85.00 38 31 0.005 4 33 Canister 1 85.00 720 573 0.089 69 624 Amphenol Antel CWX06 82.00 80 60 0.009 7 69 Triasx DBC0037F1 V2-x 75.00 38 25 0.004 3 33 Andrew ETB19G8-12UB 75.00 96 63 0.010 8 83 Andrew SBNHH-1 D65A( 75.00 101 66 0.010 8 87 Canister 2 75.00 720 475 0.074 57 624 Canister 3 65.00 720 383 0.060 46 624 7Omni 56.00 25 11 0.002 1 22 6'Omni 55.00 25 10 0.002 1 22 Canister 4 55.00 720 298 0.046 36 624 3.5'Omni 54.00 10 4 0.001 0 9 2.5'Omni 53.00 10 4 0.001 0 9 Round Side Arm 51.00 600 222 0.034 27 520 14,946 6,430 1.000 770 12,963 Page: 15 t Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (1.2 +0.2Sds) * DL+ E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.65 -0.77 0.00 -55.50 0.00 55.50 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.041 5.00 -16.88 -0.77 0.00 -51.65 0.00 51.65 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.039 10.00 -16.12 -0.77 0.00 -47.78 0.00 47.78 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.037 15.00 -15.38 -0.77 0.00 -43.92 0.00 43.92 1,988.17 994.08 3,230.39 1,617.60 0.05 -0.03 0.035 20.00 -14.64 -0.76 0.00 -40.08 0.00 40.08 1,973.23 986.61 3,161.37 1,583.04 0.09 -0.04 0.033 25.00 -13.91 -0.75 0.00 -36.26 0.00 36.26 1,957.93 978.97 3,092.47 1,548.54 0.14 -0.05 0.031 30.00 -13.19 -0.74 0.00 -32.49 0.00 32.49 1,942.28 971.14 3,023.72 1,514.11 0.20 -0.06 0.028 35.00 -12.48 -0.73 0.00 -28.78 0.00 28.78 1,926.27 963.14 2,955.12 1,479.76 0.26 -0.07 0.026 40.00 -11.16 -0.69 0.00 -25.15 0.00 25.15 1,909.91 954.95 2,886.72 1,445.50 0.34 -0.07 0.023 45.00 -10.46 -0.67 0.00 -21.69 0.00 21.69 1,908.47 954.24 2,880.79 1,442.54 0.42 -0.08 0.021 50.00 -10.36 -0.67 0.00 -18.35 0.00 18.35 1,891.72 945.86 2,812.62 1,408.40 0.51 -0.09 0.019 50.00 -10.36 -0.67 0.00 -18.35 0.00 18.35 727.36 363.68 356.48 236.48 0.51 -0.09 0.092 51.00 -9.42 -0.63 0.00 -17.68 0.00 17.68 727.36 363.68 356.48 236.48 0.52 -0.09 0.088 53.00 -9.30 -0.63 0.00 -16.42 0.00 16.42 727.36 363.68 356.48 236.48 0.57 -0.12 0.082 54.00 -9.19 -0.63 0.00 -15.79 0.00 15.79 727.36 363.68 356.48 236.48 0.59 -0.13 0.079 55.00 -8.18 -0.59 0.00 -15.16 0.00 15.16 727.36 363.68 356.48 236.48 0.62 ;0.14 0.075 56.00 -7.75 -0.57 0.00 -14.57 0.00 14.57 727.36 363.68 356.48 236.48 0.65 -0.15 0.072 60.00 -7.25 -0.55 0.00 -12.29 0.00 12.29 727.36 363.68 356.48 236.48 0.80 -0.19 0.062 60.00 -7.25 -0.55 0.00 -12.29 0.00 12.29 727.36 363.68 356.48 236.48 0.80 -0.19 0.062 65.00 -5.87 -0.48 0.00 -9.53 0.00 9.53 727.36 363.68 356.48 236.48 1.02 -0.24 0.048 70.00 -5.37 -0.45 0.00 -7.15 0.00 7.15 727.36 363.68 356.48 236.48 1.29 -0.27 0.038 70.00 -5.37 -0.45 0.00 -7.15 0.00 7.15 727.36 363.68 356.48 236.48 1.29 -0.27 0.038 75.00 -3.73 -0.33 0.00 -4.92 0.00 4.92 727.36 363.68 356.48 236.48 1.59 -0.29 0.026 80.00 -3.54 -0.32 0.00 -3.25 0.00 3.25 727.36 363.68 356.48 236.48 1.90 -0.31 0.019 80.00 -3.54 -0.32 0.00 -3.25 0.00 3.25 727.36 363.68 356.48 236.48 1.90 -0.31 0.019 82.00 -3.17 -0.29 0.00 -2.61 0.00 2.61 727.36 363.68 356.48 236.48 2.03 -0.31 0.015 85.00 -2.06 -0.20 0.00 -1.74 0.00 1.74 727.36 363.68 356.48 236.48 2.23 -0.32 0.010 87.00 -1.69 -0.17 0.00 -1.35 0.00 1.35 727.36 363.68 356.48 236.48 2.37 -0.32 0.008 90.00 -1.48 -0.15 0.00 -0.85 0.00 0.85 727.36 363.68 356.48 236.48 2.57 -0.32 0.006 90.00 -1.48 -0.15 0.00 -0.85 0.00 0.85 264.58 132.29 88.06 58.30 2.57 -0.32 0.020 95.00 -0.54 -0.05 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 2.91 -0.33 0.004 96.30 -0.14 -0.01 0.00 -0.05 0.00 0.05 264.58 132.29 88.06 58.30 3.00 -0.33 0.001 100.00 0.00 -0.01 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.25 -0.33 0.000 Page: 16 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (0.9 - 0.2Sds) * DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.42 -0.77 0.00 -55.06 0.00 55.06 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.038 5.00 -11.88 -0.77 0.00 -51.21 0.00 51.21 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.036 10.00 -11.35 -0.77 0.00 -47.36 0.00 47.36 2,002.76 1,001.38 3,299.50 1;652.20 0.02 -0.02 0.034 15.00 -10.82 -0.77 0.00 -43.51 0.00 43.51 1,988.17 994.08 3,230.39 1,617.60 0.05 -0.03 0.032 20.00 -10.30 -0.76 0.00 -39.68 0.00 39.68 1,973.23 986.61 3,161.37 1,583.04 0.09 -0.04 0.030 25.00 -9.79 -0.75 0.00 -35.88 0.00 35.88 1,957.93 978.97 3,092.47 1,548.54 0.14 -0.05 0.028 30.00 -9.28 -0.74 0.00 -32.13 0.00 32.13 1,942.28 971.14 3,023.72 1,514.11 0.19 -0.06 0.026 35.00 -8.78 -0.72 0.00 -28.44 0.00 28.44 1,926.27 963.14 2,955.12 1,479.76 0.26 -0.07 0.024 40.00 -7.85 -0.69 0.00 -24.83 0.00 24.83 1,909.91 954.95 2,886.72 1,445.50 0.33 -0.07 0.021 45.00 -7.36 -0.66 0.00 -21.40 0.00 21.40 1,908.47 954.24 2,880.79 1,442.54 0.41 -0.08 0.019 50.00 -7.29 -0.66 0.00 -18.08 0.00 18.08 1,891.72 945.86 2,812.62 1,408.40 0.50 -0.09 0.017 50.00 -7.29 -0.66 0.00 -18.08 0.00 18.08 727.36 363.68 356.48 236.48 0.50 -0.09 0.086 51.00 -6.63 -0.63 0.00 -17.42 0.00 17.42 727.36 363.68 356.48 236.48 0.52 -0.09 0.083 53.00 -6.55 -0.63 0.00 -16.16 0.00 16.16 727.36 363.68 356.48 236.48 0.56 -0.11 0.077 54.00 -6.47 -0.62 0.00 -15.54 0.00 15.54 727.36 363.68 356.48 236.48 0.59 -0.13 0.075 55.00 -5.75 -0.58 0.00 -14.91 0.00 14.91 727.36 363.68 356.48 236.48 0.61 -0.14 0.071 56.00 -5.45 -0.56 0.00 -14.33 0.00 14.33 727.36 363.68 356.48 236.48 0.64 -0.15 0.068 60.00 -5.10 -0.54 0.00 -12.08 0.00 12.08 727.36 363.68 356.48 236.48 0.79 -0.19 0.058 60.00 -5.10 -0.54 0.00 -12.08 0.00 12.08 727.36 363.68 356.48 236.48 0.79 -0.19 0.058 65.00 -4.13 -0.47 0.00 -9.36 0.00 9.36 727.36 363.68 356.48 236.48 1.01 -0.23 0.045 70.00 -3.78 -0.44 0.00 -7.02 0.00 7.02 727.36 363.68 356.48 236.48 1.27 -0.27 0.035 70.00 -3.78 -0.44 0.00 -7.02 0.00 7.02 727.36 363.68 356.48 236.48 1.27 -0.27 0.035 75.00 -2.63 -0.33 0.00 -4.83 0.00 4.83 727.36 363.68 356.48 236.48 1.57 -0.29 0.024 80.00 -2.49 -0.31 0.00 -3.19 0.00 3.19 727.36 363.68 356.48 236.48 1.88 -0.31 0.017 80.00 -2.49 -0.31 0.00 -3.19 0.00 3.19 727.36 363.68 356.48 236.48 1.88 -0.31 0.017 82.00 -2.23 -0.28 0.00 -2.57 0.00 2.57 727.36 363.68 356.48 236.48 2.01 -0.31 0.014 85.00 -1.45 -0.19 0.00 -1.71 0.00 1.71 727.36 363.68 356.48 236.48 2.20 -0.31 0.009 87.00 -1.19 -0.16 0.00 -1.32 0.00 1.32 727.36 363.68 356.48 236.48 2.33 -0.32 0.007 90.00 -1.04 -0.14 0.00 -0.84 0.00 0.84 727.36 363.68 356.48 236.48 2.53 -0.32 0.005 90.00 -1.04 -0.14 0.00 -0.84 0.00 0.84 264.58 132.29 88.06 58.30 2.53 -0.32 0.018 95.00 -0.38 -0.05 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 2.87 -0.32 0.003 96.30 -0.10 -0.01 0.00 -0.05 0.00 0.05 264.58 132.29 88.06 58.30 2.96 -0.32 0.001 100.00 0.00 -0.01 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.21 -0.32 0.000 Page: 17 Site Number: 373337 Code: ANSI/FIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11,12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period(S s): 0.15 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.06 Importance Factor(1 E): 1.00 _ Site Coefficient F a: 1.60 Site Coefficient F v 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.16 Desing Spectral Response Acceleration at 1.0 Second Period(S dl ): 0.09 Period Based on Rayleigh Method(sec): 1.51 Redundancy Factor(p): 1.30 Load Case (1.2 +0.2Sds) * DL+ E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 27 98.15 107 1.821 1.634 1.013 0.286 27 132 26 95.65 45 1.729 1.236 0.860 0.240 9 56 25 92.50 174 1.617 0.832 0.694 0.188 28 215 24 88.50 215 1.480 0.454 0.520 0.131 25 265 23 86.00 147 1.398 0.280 0.430 0.101 13 182 22 83.50 221 1.318 0.146 0.352 0.075 14 273 21 81.00 151 1.240 0.046 0.286 0.053 7 187 20 77.50 379 1.135 -0.048 0.209 0.029 9 467 19 72.50 402 0.993 -0.111 0.128 0.006 2 495 18 67.50 402 0.861 -0.120 0.073 -0.002 -1 495 17 62.50 402 0.738 -0.098 0.038 0:000 0 495 16 58.00 321 0.636 -0.066 0.019 0.008 2 396 15 55.50 81 0.582 -0.046 0.013 0.013 1 99 14 54.50 81 0.561 -0.039 0.011 0.015 1 99 13 53.50 81 0.541 -0.031 0.009 0.018 1 100 12 52.00 162 0.511 -0.020 0.008 0.021 3 200 11 50.50 81 0.482 -0.010 0.006 0.024 2 100 10 47.50 569 0.426 0.010 0.006' 0.029 14 702 9 42.50 1,069 0.341 0.035 0.009 0.035 32 1,318 8 37.50 577 0.266 0.052 0.015 0.037 19 711 7 32.50 585 0.200 0.063 0.023 0.037 19 721 6 27.50 592 0.143 0.068 0.031 0.035 18 730 5 22.50 599 0.096 0.071 0.038 0.033 17 739 4 17.50 607 0.058 0.072 0.041 0.031 16 748 3 12.50 614 0.030 0.068 0.040 0.028 15 757 2 7.50 622 0.011 0.056 0.032 0.023 12 766 1 2.50 629 0.001 0.026 0.014 0.011 6 775 4'Omni 100.00 10 1.890 1.980 1.140 0.323 3 12 Side Arm 100.00 100 1.890 1.980 1.140 0.323 28 123 Andrew ETT19V2S12UB 96.30 66 1.753 1.332 0.898 0.252 14 81 Commscope SBNHH- 96.30 152 1.753 1.332 0.898 0.252 33 187 Proposed Canister 95.00 720 1.706 1.144 0.823 0.229 143 888 Amphenol Antel CWX06 87.00 80 1.431 0.344 0.464 0.113 8 99 RFS FDAP5002/1 C-31- 85.00 38 1.366 0.222 0.397 0.090 3 47 Page: 18 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Canister 1 85.00 720 1.366 0.222 0.397 0.090 56 888 Amphenol Antel CWX06 82.00 80 1.271 0.082 0.311 0.061 4 99 Triasx DBC0037F1 V2-x 75.00 38 1.063 -0.088 0.165 0.016 1 47 Andrew ETB19G8-12UB 75.00 96 1.063 -0.088 0.165 0.016 1 118 Andrew SBNHH-1 D65A( 75.00 101 1.063 -0.088 0.165 0.016 1 124 Canister 2 75.00 720 1.063 -0.088 0.165 0.016 10 888 Canister 3 65.00 720 0.799 -0.112 0.053 -0.002 -1 888 T Omni 56.00 25 0.593 -0.050 0.014 0.012 0 31 6'Omni 55.00 25 0.572 -0.043 0.012 0.014 0 31 Canister 4 55.00 720 0.572 -0.043 0.012 0.014 9 888 3.5'Omni 54.00 10 0.551 -0.035 0.010 0.016 0 12 2.5'Omni 53.00 10 0.531 -0.027 0.009 0.019 0 12 Round Side Arm 51.00 600 0.492 -0.013 0.007 0.023 12 740 14,946 42.000 12.521 12.163 3.398 639 18,423 Load Case (0.9 -0.2Sds) * DL+ E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 27 98.15 107 1.821 1.634 1.013 0.286 27 93 26 95.65 45 1.729 1.236 0.860 0.240 9 39 25 92.50 174 1.617 0.832 0.694 0.188 28 151 24 88.50 215 1.480 0.454 0.520 0.131 25 187 23 86.00 147 1.398 0.280 0.430 0.101 13 128 22 83.50 221 1.318 0.146 0.352 0.075 14 192 21 81.00 151 1.240 0.046 0.286 0.053 7 131 20 77.50 379 1.135 -0.048 0.209 0.029 9 328 19 72.50 402 0.993 -0.111 0.128 0.006 2 348 18 67.50 402 0.861 -0.120 0.073 -0.002 -1 348 17 62.50 402 0.738 -0.098 0.038 0.000 0 348 16 58.00 321 0.636 -0.066 0.019 0.008 2 279 15 55.50 81 0.582 -0.046 0.013 0.013 1 70 14 54.50 81 0.561 -0.039 0.011 0.015 1 70 13 53.50 81 0.541 -0.031 0.009 0.018 1 70 12 52.00 162 0.511 -0.020 0.008 0.021 3 140 11 50.50 81 0.482 -0.010 0.006 0.024 2 70 10 47.50 569 0.426 0.010 0.006 0.029 14 494 9 42.50 1,069 0.341 0.035 0.009 0.035 32 927 8 37.50 577 0.266 0.052 0.015 0.037 19 501 7 32.50 585 0.200 0.063 0.023 0.037 19 507 6 27.50 592 0.143 0.068 0.031 0.035 18 513 5 22.50 599 0.096 0.071 0.038 0.033 17 520 4 17.50 607 0.058 0.072 0.041 0.031 16 526 3 12.50 614 0.030 0.068 0.040 0.028 15 533 2 7.50 622 0.011 0.056 0.032 0.023 12 539 1 2.50 629 0.001 0.026 0.014 0.011 6 545 4'Omni 100.00 10 1.890 1.980 1.140 0.323 3 9 Side Arm 100.00 100 1.890 1.980 1.140 0.323 28 87 Andrew ETT19V2S12UB 96.30 66 1.753 1.332 0.898 0.252 14 57 Commscope SBNHH- 96.30 152 1.753 1.332 0.898 0.252 33 132 Proposed Canister 95.00 720 1.706 1.144 0.823 0.229 143 624 Amphenol Ante[CWX06 87.00 80 1.431 0.344 0.464 0.113 8 69 RFS FDAP5002/1 C-31- 85.00 38 1.366 0.222 0.397 0.090 3 33 Canister 1 85.00 720 1.366 0.222 0.397 0.090 56 624 Amphenol Ante[CWX06 82.00 80 1.271 0.082 0.311 0.061 4 69 Triasx DBC0037F1 V2-x 75.00 38 1.063 -0.088 0.165 0.016 1 33 Andrew ETB19G8-12UB 75.00 96 1.063 -0.088 0.165 0.016 1 83 Andrew SBNHH-1 D65A( 75.00 101 1.063 -0.088 0.165 0.016 1 87 Canister 2 75.00 720 1.063 -0.088 0.165 0.016 10 624 Page: 19 Site Number: 373337 Code: ANSIlTIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Canister 3 65.00 720 0.799 -0.112 0.053 -0.002 -1 624 7'Omni 56.00 25 0.593 -0.050 0.014 0.012 0 22 6'Omni 55.00 25 0.572 -0.043 0.012 0.014 0 22 Canister 4 55.00 720 0.572 -0.043 0.012 0.014 9 624 3.5'Omni 54.00 10 0.551 -0.035 0.010 0.016 0 9 2.5'Omni 53.00 10 0.531 -0.027 0.009 0.019 0 9 Round Side Arm 51.00 600 0.492 -0.013 0.007 0.023 12 520 14,946 42.000 12.521 12.163 3.398 639 12,963• Page: 20 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (1.2 + 0.2Sds) * DL+ E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.65 -0.63 0.00 -47.43 0.00 47.43 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.036 5.00 -16.88 -0.62 0.00 -44.26 0.00 44.26 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.035 10.00 -16.12 -0.61 0.00 -41.14 0.00 41.14 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.033 15.00 -15.38 -0.60 0.00 -38.09 0.00 38.09 1,988.17 994.08 3,230.39 1,617.60 0.04 -0.03 0.031 20.00 -14.64 -0.58 0.00 -35.10 0.00 35.10 1,973.23 986.61 3,161.37 1,583.04 0.08 -0.04 0.030 25.00 -13.91 -0.56 0.00 -32.20 0.00 32.20 1,957.93 978.97 3,092.47 1,548.54 0.12 -0.04 0.028 30.00 -13.19 -0.55 0.00 -29.37 0.00 29.37 1,942.28 971.14 3,023.72 1,514.11 0.17 -0.05 0.026 35.00 -12.48 -0.53 0.00 -26.63 0.00 26.63 1,926.27 963.14 2,955.12 1,479.76 0.23 -0.06 0.024 40.00 -11.16 -0.50 0.00 -23.99 0.00 23.99 1,909.91 954.95 2,886.72 1,445.50 0.29 -0.07 0.022 45.00 -10.46 -0.48 0.00 -21.50 0.00 21.50 1,908.47 954.24 2,880.79 1,442.54 0.36 -0.07 0.020 50.00 -10.36 -0.48 0.00 -19.09 0.00 19.09 1,891.72 945.86 2,812.62 1,408.40 0.44 -0.08 0.019 50.00 -10.36 -0.48 0.00 -19.09 0.00 19.09 727.36 363.68 356.48 236.48 0.44 -0.08 0.095 51.00 -9.42 -0.47 0.00 -18.60 0.00 18.60 727.36 363.68 356.48 236.48 0.46 -0.08 0.092 53.00 -9.31 -0.47 0.00 -17.67 0.00 17.67 727.36 363.68 356.48 236.48 0.50 -0.11 0.088 54.00 -9.19 -0.47 0.00 -17.20 0.00 17.20 727.36 363.68 356.48 236.48 0.52 -0.12 0.085 55.00 -8.18 -0.46 0.00 -16.72 0.00 16.72 727.36 363.68 356.48 236.48 0.55 -0.14 0.082 56.00 -7.75 -0.46 0.00 -16.26 0.00 16.26 727.36 363.68 356.48 236.48 0.58 -0.15 0.079 60.00 -7.25 -0.47 0.00 -14.42 0.00 14.42 727.36 363.68 356.48 236.48 0.72 -0.20 0.071 60.00 -7.25 -0.47 0.00 -14.42 0.00 14.42 727.36 363.68 356.48 236.48 0.72 -0.20 0.071 65.00 -5.87 -0.47 0.00 -12.09 0.00 12.09 727.36 363.68 356.48 236.48 0.96 -0.25 0.059 70.00 -5.37 -0.47 0.00 -9.75 0.00 9.75 727.36 363.68 356.48 236.48 1.24 -0.29 0.049 70.00 -5.37 -0.47 0.00 -9.75 0.00 9.75 727.36 363.68 356.48 236.48 1.24 -0.29 0.049 75.00 -3.73 -0.44 0.00 -7.42 0.00 7.42 727.36 363.68 356.48 236.48 1.57 -0.33 0.036 80.00 -3.54 -0.43 0.00 -5.23 0.00 5.23 727.36 363.68 356.48 236.48 1.92 -0.35 0.027 80.00 -3.54 -0.43 0.00 -5.23 0.00 5.23 727.36 363.68 356.48 236.48 1.92 -0.35 0.027 82.00 -3.17 -0.41 0.00 -4.37 0.00 4.37 727.36 363.68 356.48 236.48 2.07 -0.36 0.023 85.00 -2.06 -0.33 0.00 -3.14 0.00 3.14 727.36 363.68 356.48 236.48 2.30 -0.37 0.016 87.00 -1.69 -0.30 0.00 -2.48 0.00 2.48 727.36 363.68 356.48 236.48 2.45 -0.37 0.013 90.00 -1.48 -0.27 0.00 -1.59 0.00 1.59 727.36 363.68 356.48 236.48 2.69 -0.38 0.009 90.00 -1.48 -0.27 0.00 -1.59 0.00 1.59 264.58 132.29 88.06 58.30 2.69 -0.38 0.033 95.00 -0.54 -0.11 0.00 -0.26 0.00 0.26 264.58 132.29 88.06 58.30 3.08 -0.38 0.006 96.30 -0.14 -0.03 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 3.19 -0.38 0.003 100.00 0.00 -0.03 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.48 -0.38 0.000 Page: 21 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (0.9 - 0.2Sds) * DL+ E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.42 -0.63 0.00 -47.00 0.00 47.00 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.033 5.00 -11.88 -0.62 0.00 -43.83' 0.00 43.83 2,016.99 1,008.49 3,368.68 1,686.84 0.00 -0.01 0.032 10.00 -11.35 -0.61 0.00 -40.72 0.00 40.72 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.030 15.00 -10.82 -0.59 0.00 -37.67 0.00 37.67 1,988.17 994.08 3,230.39 1,617.60 0.04 -0.03 0.029 20.00 -10.30 -0.58 0.00 -34.70 0.00 34.70 1,973.23 986.61 3,161.37 1,583.04 0.08 -0.04 0.027 25.00 -9.79 -0.56 0.00 -31.81 0.00 31.81 1,957.93 978.97 3,092.47 1,548.54 0.12 -0.04 0.026 30.00 -9.28 -0.54 0.00 -29.00 0.00 29.00 1,942.28 971.14 3,023.72 1,514.11 0.17 -0.05 0.024 35.00 -8.78 -0.53 0.00 -26.28 0.00 26.28 1,926.27 963.14 2,955.12 1,479.76 0.22 -0.06 0.022 40.00 -7.85 -0.49 0.00 -23.65 0.00 23.65 1,909.91 954.95 2,886.72 1,445.50 0.29 -0.06 0.020 45.00 -7.36 -0.48 0.00 -21.19 0.00 21.19 1,908.47 954.24 2,880.79 1,442.54 0.36 -0.07 0.019 50.00 -7.29 -0.48 0.00 -18.79 0.00 18.79 1,891.72 945.86 2,812.62 1,408.40 0.44 -0.08 0.017 50.00 -7.29 -0.48 0.00 -18.79 0.00 18.79 727.36 '363.68 356.48 236.48 0.44 -0.08 0.089 51.00 -6.63 -0.46 0.00 -18.32 0.00 18.32 727.36 363.68 356.48 236.48 0.45 -0.08 0.087 53.00 -6.55 -0.46 0.00 -17.39 0.00 17.39 727.36 363.68 356.48 236.48 0.49 '-0.11 0.083 54.00 -6.47 -0.46 0.00 -16.92 0.00 16.92 727.36 363.68 356.48 236.48 0.52 -0.12 0.080 55.00 -5.75 -0.45 0.00 -16.46 0.00 16.46 727.36 363.68 356.48 236.48 0.54 -0.13 0.078 56.00 -5.45 -0.45 0.00 -16.00 0.00 16.00 727.36 363.68 356.48 236.48 0.57 -0.15 0.075 60.00 -5.10 -0.46 0.00 -14.19 0.00 14.19 727.36 363.68 356.48 236.48 0.72 -0.19 0.067 60.00 -5.10 -0.46 0.00 -14.19 0.00 14.19 727.36 363.68 356.48 236.48 0.72 -0.19 0.067 65.00 -4.13 -0.46 0.00 -11.90 0.00 11.90 727.36 363.68 356.48 236.48 0.95 -0.24 0.056 70.00 -3.78 -0.46 0.00 -9.61 0.00 9.61 727.36 363.68 356.48 236.48 1.23 -0.29 0.046 70.00 -3.78 -0.46 0.00 -9.61 0.00 9.61 727.36 363.68 356.48 236.48 1.23 -0.29 0.046 75.00 -2.62 -0.43 0.00 -7.32 0.00 7.32 727.36 363.68 356.48 236.48 1.54 -0.32 0.035 80.00 -2.49 -0.42 0.00 -5.16 0.00 5.16 727.36 363.68 356.48 236.48 1.89 -0.35 0.025 80.00 -2.49 -0.42 0.00 -5.16 0.00 5.16 727.36 363.68 356.48 236.48 1.89 -0.35 0.025 82.00 -2.23 -0.40 0.00 -4.32 0.00 4.32 727.36 363.68 356.48 236.48 2.04 -0.35 0.021 85.00 -1.45 -0.33 0.00 -3.10 0.00 3.10 727.36 363.68 356.48 236.48 2.26 -0.36 0.015 87.00 -1.19 -0.29 0.00 -2.45 0.00 2.45 727.36 363.68 356.48 236.48 2.42 -0.37 0.012 90.00 -1.04 -0.26 0.00 -1.57 0.00 1.57 727.36 363.68 356.48 236.48 2.65 -0.37 0.008 90.00 -1.04 -0.26 0.00 -1.57 0.00 1.57 264.58 132.29 88.06 58.30 2.65 -0.37 0.031 95.00 -0.38 -0.11 0.00 -0.26 0.00 0.26 264.58 132.29 88.06 58.30 3.04 -0.37 0.006 96.30 -0.10 -0.03 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 3.14 -0.38 0.002 100.00 0.00 -0.03 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.43 -0.38 0.000 Page: 22 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Paint, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.21)+ 1.6W 9.91 0.00 17.93 0.00 0.00 521.05 50.00 0.54 0.91D+ 1.6W 9.91 0.00 13.44 0.00 0.00 518.01 50.00 0.53 1.2D+ 1.0Di+ 1.0Wi 2.69 0.00 34.30 0.00 0.00 144.69 50.00 0.19 (1.2+0.2Sds) * DL+ E ELFM 0.77 0.00 17.65 0.00 0.00 55.50 50.00 0.09 (1.2+0.2Sds)* DL+ E EMAM 0.63 0.00 17.65 0.00 0.00 47.43 50.00 0.09 (0.9-0.2Sds) * DL+ E ELFM 0.77 0.00 12.42 0.00 0.00 55.06 50.00 0.09 (0.9-0.2Sds) * DL+ E EMAM 0.63 0.00 12.42 0.00 0.00 47.00 50.00 0.09 1.01D+ 1.OW 2.04 0.00 14.95 0.00 0.00 107.53 50.00 0.12 Page: 23 Site Numbor: `:73337 Last Updated: 1 10/6/2016 Site Name: ;it Point,NY lob Number: OAA709231_C3_02 Engineer: C.Poe Date: 9/5/2017 Base Plate and Bolt Analysis Moment: 521.1 k-ft Shear/Leg: 9.9 k -ompression/Leg: 17.9 k FIA-222 Code Revision(F/G): G Anchor Bolts knchor Bolt Arrangement: Round Anchor Bolt Yield Strength: 64 ksi Monopole Shaft Diameter(Across Flats): 41.4 in Anchor Bolt Ultimate Strength: 79 ksi _ower Monopole Thickness: 0.250 in Anchor Bolt Diameter: 1.50 in I of Sides of Pole: 18 Anchor Bolt Circle: 47.0.0 in Monopole Shaft Yield Strength: 65 ksi #of Anchor Bolts: 9 3aseplate Diameter/Length: 53.00 Minimum Anchor Bolt Separation: 5.00 in Base Plate Thickness: 1.50 in Additional Anchor Bolts Installed: N Base Plate Yield Strength: 50 ksi 3aseplate Detail Type: D nclude Plate Thickness Beyond Bolt Circle: Y Stress Increase: 1.00 :illet Weld Size: 0.313 in JVeld Type(CJP or F/F): VP JVeld Strength: 70 ksi Baseplate Flexural Capacity Baseplate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width(in) (k-in) (in') (k-in) (k) (in`) (k) AA 25.30 279.1 14.2 640.3 0.44 99.2 37.9 1024.5 0.10 AB 19.76 279.1 11.1 500.1 0.56 99.2 29.6 800.2 0.12 BA 24.07 247.5 13.5 609.2 0.41 99.2 36.1 974.8 0.10 BB 15.16 247.5 8.5 383.9 0.64 99.2 22.7 614.2 0.16 Anchor Bolt Capacity krea of Bolt: 1.41 int nertia of Bolt: 0.16 in' Total Bolt Inertia: 2123.1 in Maximum Bolt Tension: 95.3 k Maximum Bolt Compression: 99.2 k Bolt Shear: 1.1 k Tensile Bolt Capacity: 88.8 k -ompressive Bolt Capacity: 88.8 k Shear Bolt Capacity: 60.7 k nteraction Equation: 1.15 Result: No Good Base Weld Capacity :orce/Weld: 3.7 k/in JVeld Capacity: 19.8 Vin nteraction Equation: 0.19 Result: OK X3353 INFINIGY8 D i- s FROM ZERO TO INFINIGY NOV 1 5 2021 the solutions are endless 1033 WATERVLIET SHAKER RD, ALBANY, NY 12205 TOWN OFSOUBUILDJNG THOLD November 18, 2021 Marie Russo Highlander Consultants, Inc. 155 Carleton Ave E. Islip, NY 11730 631-581-8105 office RE: PE Close Out Letter T-Mobile Site Name: Orient Fire Dept. T-Mobile Site ID: LI13883A Site Address: 23300 Main Street Orient, NY 11957 To Whom it may Concern, Infinigy has conducted a post construction review of the above-mentioned site. Infinigy has prepared the drawings for the above-mentioned site and as such,we have conducted a final review of the proposed installation for the sole purpose to verify that the installation was completed in accordance with the site plans. Based on our review of the Signed and Sealed Engineering Drawings for this site completed by Infinigy (Revision 0, Dated 03/04/19), and contractor-provided As-Built Drawings & closeout photos, the following items deviate from the original site plans: • The proposed ground equipment cabinets were aligned differently on the installed concrete equipment pad • (9) Remote Radio Units were installed on Unistrut between Canopy posts at ground level. The above deviations do not negatively impact the integrity of the project and therefore, it is the opinion of Infinigy that the site was built in general conformance with the site plans as prepared by Infinigy. Please free to contact me at (518) 690-0790 if you have any questions or require additional information. OF NE4,y Sincerely, �P��5.STr P� John Stevens, P.E. r Infinigy FD ��1096 F`' pROFESSIONP�' rD E Ty 7"y ti INFINIGY8 K•-o - n •1l� i e T=MOBILE NORTHEAST LLC suunuNaeMri.r ixe ""•maTR[a1�.i WED 9-NSAIE,I,PA tBON I • COMPLY WITH ALL CODES OF DAT B.P. m � � ' NEW YORK STATE & TOWN CODES Fr�` SY:a AS REQUIRED AND CONDITIONS OF Ll 1 3383A _ _ Z vZm� 0- 3Ufl D!NG PE°r�,Iti1PE141 T 765 1802 8 AIM TO ri Pini FOR THE FOLLOWING, iNSPIECTIONS: � ,12.ZE. i� SOUTHOLDTOWN PLANNING BOA � E N T FIRE i. FOUNDi�TION - TV'VO REQUIQED � R DEPT - FOR PUUREC COt'JCR[T E - ST�—E� ROUGH t�5/d, /I�� �,I (� r�[� SUBMITTALS. 2• ROUGH - FRI"AlMiNIG & PLUMSING NYS_DEC DATE DESCRIPTION, 'RLVISIoN al/In/le =I$ylm tall P(Y(tll' A_ � 3. INSULATION 00/21/1a _M.4 Rean S_ - - e wlaslre c"I'amod c 4. FINAL - Cv,��;^T RUCTION MUSTw/°Q„a .rssuco:Ea,,caumucnora g BE COMPLETE I=OR C.O. ALL CONSTRUCTION SHALL MEET THE 23300 MAIN ST REQUIREMENTS OF THE CODES OF NEW r� � a� ���I ''(ORI; STATE. NOT Rr-SP01JSIBLE FOR OR pp �/ DESIGN OR CONSTRUCTION ERRORS. a_;1: �= ' ��f� � ORIENT, NY 11957 .gy m E U11�L���,`JFUL _DEPT... OAS MP•° RDE90t15 °D LC� � � I�� � py` {',y y !gp�q�, ,';II y C$/,yip �pp1��� 1 -•.,_�...�., IF MN1._ V”Ytl,L'� 6�O�T C�7 IS fl �9 �'A�d 9T ILa I .2DNu7D - — I ` °Dt✓QR VI C MAR 6 201 3 I.VICINITY MAP ���' ��- �`��� PROJECT NO; 317-000 DRAWN BY: RW I SOUt1.0lt1 ObVl7 (707B V2 GROUND 6102 M UAC 5 MB l CWEC / Planning Era Ln • • m? _ _ - _ _ _ __- _ moo " rI. IY GENERAL NOTES PROJECT SUMMARY : I P? SrrE NUMBER: 113683A APPLICANT.: 1 v I rrn:a 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 8.THE CONTRACTOR SHALL PROVIDE A FULL SET OF _ 'T MOBiLEi.NORTHEAST'LLC: - n«+" ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDA-ED WITH THE SITE NAME ORIENT FIRE DEPT 400.STREET RD �� ,•f' r VI � ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS BENSALEM. PA 19020:§RE A0DRE55: 23300 ANa {,. i COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE ORIENT; M1IY'1x1967, THE PROJECT, ' PROTECT MANAGER:' AMERICAN.TOWER;CORPORATION' (0• ' 07 TE,' �. WORK. THE WORK PERFORMED ON THE PROJECT AND THE TOYIER dY1NER AMERICAN,TOWER'CORFORATION'. MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 9•THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT 116 HUI'!<INGTON AVENUE 1fTH"FLOOR' DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY ATC.SITE NUMBER- 373337 BOSTON„h9A 021,16 'OF:r�1QNYfG. ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. p RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, R_ NAt - c 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES A:'ID FOR LAL/LONG.:' 41 OB 33;5•”Nr -_&17'58.1"W :CONTACT: BLAKE PAYNTER - e FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 781-926-4636 COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB CONSTRUCTION TYPE:: 118 THIS DOCUMENT IS THE CREATION, ra:r! - I'I, 1 ,� , O,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY DESIGN,PROPERTY AND COPYRIGHTED IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR USE GROUPS tf'' PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE ARCHITECT ENGINEERS_ INFlNIGY ENGINEERING, WORK OFT-MOBILE.ANY DUPLICATION ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR BROPERIY OWNER:: ORIENT FIRE.DISTRICT 1033,WATERVLIET SWIKER ROAD; OR USE VJTHOUTEXPRESS WRITTEN 7, EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND LOCAL GOVERNMENT AUTHORITY. JURISOICTtON. TOWN OF SOUTHOLb.'• ALBANY; NY 1?3D5: IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE CONSENT155TRICTLYpROHIBITED. DOCUMENTS. 11_THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PARCEL IDe 11,000-01 8-00OS-_00_-'Ol3-008' 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, ZONING: INSTITUTIONAL CONTACT' MATT 9IRTiI-. NOTE:IF DRAW NGSARE22"x34°,USE' T.. , OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION, UPON COMPLETION OF _ _ __- 443 567-8791 GRAPHICAL SCALE AND/oRtl2 TIMES + 0 CO T y• GALL �NOR1H ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE W RK, THE N RACTOR SHALL REPAIR ANY DAMAGE THAT MAY _-. OFTHE S NOTED SCALE. !`' , n+r.e�-•'_-M1— - �. _- __-= :. HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE _ SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROPERTY. SITE NUMBER: OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROJECT DESCRIPTION SHEET INDEX DO NOT SCALE DRAWINGS DIRECTEDRIN WRITING OTHERWISE. CLEANANDHAZARD OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTORSHALL KEEP THE RUCTCN WORK AREA ❑ ❑ AND DISPOSE ®EXISTING MONOPOLE EXISTING CABINET(S) OUTDOOR SHEET DESCRIPTION REVISION LI13883A OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT,NOT ❑EXISTING LATTICE TOWER ❑EXISTING RBS 2105 ❑INDOOR T-4. TITLE SHEET - _ 0 SITE NAME: CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ORIENT FIRE DEPT CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND EXISTING TRANSMISSION TOWER ❑EXISTING RBS 3106 ❑EXISTING„_- C-1 SITE PLAN LEFT IN CLEAN CONDITION AND REE FROM PAINT SPOTS, ❑EXISTING WATER TANK ;CONCRETE PAD 0 23300 MAIN STREET ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE, El 512000 C-2 COMPOUND PLAN 0' ORIENT,NY 11057 WITH THE WORK OR BE RESPONSIBLE FOR SAME. AS DESCRIBED-HEREIN. ❑EXISTING BUILDING ❑EXISTING Res 6102 ❑,Eama C-3- -EQUIPMENT PLAN & ELEVATION - 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA STEEL,-PLATFORM 0• - EXISTING FLAGPOLE- ❑SITE SUPPORT CABINET C-4 ANTENNA ORIENTATION-& RF SCHEDULE -0-,- - S.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE -REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ❑EXISTING.PPC: SHEET TITLE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. ❑EXISTING FORT WORTH' ❑GPS ❑PANBOAR[). C-5 EQUIPMENT SPECIFICATIONS 0 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE _ _ _E--1 SITE UTILITY PLAN 0 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14;THE CONTRACTOR SHALL NOTIFY THE O MOBILE REPRESENTATIVE T-MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN E-2- COAX FIBER PLUMBING-DIAGRAM 0 CONTRACT DOCUMENTS. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT NoBTAINLOC FAGIU ES BEFORE YOU DOCUMENTS. THE CONTRACTOR ISNOT TO ORDER MATERIAL OR UNMANNED WIRELESS BROADBAND FACILITY. SWAPPING (3) EXISTING .N-1 .GENERAL AND ELECTRICAL NOTES .O_ TITLE SHEET .' UN IN MEW DFAC6I BOROUGHS ANTENNAS WITH 3 PROPOSED ANTENNAS.ADDITION OF DID INNEW).CALL EWYOR HS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT () (3) •;,' .. LONG TILFRE CALLNEW511.INC, WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE PROPOSED ANTENNAS AND RRUS• REUSE, GPS ANTENNA AND - TOLLFREE:1-800-272-44m OR NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. EXISTING EQUIPMENT CABINETS. ww EWYORKSTAT.cam NEWYORKBTATDTE DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, _ - SHEET NUMBER Know what'sbeloW WaawNGGDAvsN�onch 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. _ --- Cell beforeou dI , BEPOREYoI1 ESCAYATD Y 9 ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS . ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. T-1 SHEET i OF 9 SHEETS -, iINFINIGY HAS NOT FIELD VERIFIED THE GENERAL SITE NOTES1911 To ■Wbitg i EXISTING T-MOBILE EQUIPMENT AT TIME OF -- ISSUANCE OF THE DRAWINGS..,CONTRACTOR 1: A COMPLETE DOlR70ARY SURVEY,Of THE kOST PARCEL ",NOT rxe.ne xuntxwn a '< BEEN PERFORMED TTY•INFINIOY DOUNDARY INEORINTION IF,SHOWN., AUTA.PAIW2 TO VERIFY PRIOR_TO INSTALLATION. / i aExsnu u,vnrx:o -- ' \ \ \ WAS OBTAV4ED FROlq"IRFOR►WIOly'PROVIOEO BY'OTItfRS I?ROPERTY TS!VO REST HOST PARCEL: EASEMENRICTIONS OF RECORD` \ \ �\ 2. DTSEMAPPRZG(NFORUANOIT FUSED ON PRONGED INFORMATION, 1 PIN: 36-17—C \ ORIENT FIRE DISTRICT x •CONTRACTOR.TO FlELD'•VERIfY OUIExSIOYS;AS kECESSARY;BEfORE O \ s CONSTRWOm.; 23300 MAIN ST / �, �{ ORIENT, NY 11957 %' \ \ \ \ \ i_; 'THE_PROPOSED OEYELOPMENT DOES NOT INCLUDE gqT _OF Lia AREA: 4.43 ACRESf \ i \ ADVERTIswc: u, W ZONE: 662 _ \ -�• �/ � �� 5i \ \. \ 55 THE PROPOSED DEYEIdPMENT IS.UNMANYED AND THEREFORE'OOES', \/ Nor REOIRRE fl NTANS'OF WATERSUPPLY OR SEWAGE.DISPOSAL- n" Z NO UWO$CAPI4C WOR$IS PROPOSED IN CONP ggN;WiTH / \ ELOPMEtIt OTHER:TFNN w wV fl IS MOWN � / i� \ \ \ i � \ 7i THE-PiTOPOSEO OEYdOPMFNT DOES t.•OT WClUOE. Z •h' \ \ OUmOOR,SWRAGE OR ANY,.S0 WASTE RECEPTACLES i / 0 UTILIOES.SHOWh1;'pN F'VJI AttC TAUFt1 fROM OlYF1ERS RECOR_p$ \ AND F1Elb LOCATION OF V0VLE-51 ORE FEATURES T11E f! \ \ \ EXIMCE.EXTENT,AND DDT IIORIZONTAL AND:VERTIGU SUBMITTALS \ NO \ APPROXIMATE LOCATION \ LOCATIONS OF UIIIIgESi NAS,NOT BEEN VER FIEO:ANY CONTRAOTOR: DATES _ OESCRIP DN REAMN PERFO01116 WORK,ON 7HIS SITE'MUST CONTACT,WSS UTILITY AT 91/10- IswzD M xcxcw n OF EXISTING PROPERTY LEAST 48�HOURS PRIOR TO COMMENCING WORK. oz/zr/le WfNr NMSIONS D X NG l \ LINE TYP m/aa/la cuwr a[xzlaxs c 9.? ALL OBSOLETE OR UNUSED FACILITIES'SHAH IiE.REMOVEO,/ IRd 3/m/la rsm ra c=mx"1- " �. 2 MONM OF CESSATION OF OPERATIONS. 8�'f 1 EXISTING FIRE SITE_ LEGEND ZEXISTING DEPT. BUILDING PARKING\ !OT S\$`, EXISTING BUILDING (TYP) \ —�--. SITE PROf?EIRTY UNE 1 �- Du[ 'P6" Rfl1SYJN5- - � -•-•-•-•-•- 'GNNN LINK' f'ENCEi ter. / — .OPAQUE WOODEN,FENCE roxw , ' ' \ ors •� .itil., \ TREES�SHftUBS toNsrR. EXISTING snE nc. \ PARKING LOT \ .o TREE UNE PROJECT NO: 317000 �', 3g UTILITY POLE CRHAWN R e.. 435't \ Mf EXISTING . S 1 - --- N: NEW (P)? PROPOSED r. Y FUTURE I- •'r' ; J4 ' \\ PROFESSI SEAL n. N \ 11 r I THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION / \ \ OR USE WTHOUT EXPRESS WRITTEN i ,`'•1 I' •/ \ \ CONSENT ISSTRICTLY PROHIBITED, 1 EXISTING FENCED / / 'NOTE:IFDRAWINGS ARE 22"Xi4',USE � \ / \., •� GRAPHICAL SCALE AND/OR 112 TIMES EQUIPMENT COMPOUND 1 / _.\ —OFTHE NOTED SCALE., \ ��®_-� •� —( ' SITE NUMBER: L113D E C E `�I T SITE 88 EA ' \ ` ORIENT FIRE DEPT MAR 6 2018 2ORIEN3300 ,N 11957 \ \ ORIENT,NY 11957 Southold Town SHEET TITLE Plannin•, a Board �•T____.. SITE PLAN GRAPHIC .SCALE 80 -40' 0 40r 80' SHEET NUMBER IV 1 •.SITE PLAN _— SCALE. AS NOTEDSCALE: 22"x34" SHEET 1"= 40' C•1 CALLED NORTH SCALE: 11"x17" SHEET 1"= 80' SHEET 2 OF 9 SHEETS I I EXISTING HAS NOT FIELD VERIFIED THE EXISTINN GENERAL-SITE NOTES:- G T-MOBILE EQUIPMENT AT TIME OF ISSUANCE OF THE DRAWINGS. CONTRACTOR 1`. A-COMPLETE'B01INDARY SURVEY pf WH HOST PpRCELAR$�NDTa t0cuuiieeirun�� 'NOSTIiEETROAII'-- fJEEN;PERFORNEp'•tT;•INFlNlOY:BOUNDARY INFORWTIDN IF,,SHOWN; BENSPLEM,PR1�0l5 TO VERIFY PRIOR TO INSTALLATION._ WAS'09TNNEl,FROM INFORMATION PRWOED.OY 61BERS PROPERTY' WAS TD iV1 E0.SEMElJiS AND:RESTRICTIOIIS 0.RECORD. BASEAIAPPINO INfO$61AHON7LLSEO ON PROYlOEO INf,ORMARO?J: 3. CONTRACTOR-TO FIELD•VERIFY DIMENSIONS AS.NECESSARY BEFORE- v X/. r+Jl� OOHSTRUCitON. .-. � -- ". - � + 4. THE,PROPOSED:DEVELOPMEITT,DOES NOT INCLIAE SIONS.OF• +i+, �/� MVER1151 IC . " u i + - 5: THE PROPOSED,.OWELOPMW,IS.DNVAN,VI Z-.'ANDD IEREFORE,WES rZ-C EXISTING NOT: 1IRE REOi -A MFANSrOF:W&TER SUPPLY'OR SEWAGE DISPOSAL: /• BUILDING + 6: NO'LAN NO WORK TS'PROPOSED IIT'CON,IU".CT10N'WIM DEVELarlgHi•OrnER�TiJwr WJacH.IS.sHOWN .� EXISTING FIRE 7. THE PROPOSED.DE ELOPMENT DOES NOT INCLUDE DEPT. LATTICE OUTOODR STORACE.OR ANY SOLID WASTE,RECEPTACLES:, Y TOWER Be, LUIL1TIES SH04VN O J'PIAN ARE TAKEN FROM OWNERS RECORDS /++,. MD:FIELO LOCNTION:OF VISIBLESURFACE FEATURES r11E EXISTING ICE BRIDGE EXJSTgACE EXTENT AliD1EXACT'HORIZONIAL A p VFRTJCAL ..SUBMITTALS: /i /!f• BY OTHERS (TYP.) LOCATIONS OF UnURES fm HOTi Rail VENIFItD iNr CONTRACTOR OATS DESCRIPTION. REVISION PERFORMNIIWORR:'ON 7HIS SITE MUST CONTACT LUSS UUCP AT, E p/ pe alum roR RE'F A / !�� LEAST:-0B IIOIIRS'P,RFOR TO..COIREIEhCIhC WORKi O3/05/16 CpEtil RRM­ EYSIONS c. PROPOSED N-FRAME W/ 9. ALL.OBSOLETE:OR.UNUSED.FACILITIES SIIALL 8E REld04ED'YJI(Ffid( aVae+ia [.rttum ioa;carm�tw: a. ?/i ! ++, Y. PROPOSED PPC&PROPOSED 12'MONN6:OF CESSATION'OF:OPERNIOlSa CIENA BOX �l�W EXISTING EMPTY 6'xIo' SITE LEGEND � 9. 1 r CONCRETE PAD (TYP.) ++j 'TSITE F?ROPERT!'LINE' - - PROPOSEO.(1).T-,NUBILE S[IE Y(ir !{ / X STREET OR RDAp ! !` / ?• �- " PROPOSED H-fRAME W over_ DATE ,wen ' RE"S1 S SU!?PORT,CABINET +, ![/! :/1 / ------ +/ �j;1 GHAIW LINK'FENCEROPOSEV c ER _. . j!!!!!!!l/!!/� ! � a / '!+ _ ,•'� �" &PROPOSED BCOVP NC710N BOX Rr"•h. _ �' ✓_ -a--a OPAQUE,WQQDIEN•,FENCE - STAt EV'(E 'M08/1E �+ / f!!!/[!+/!W %nlll e.)jt' l 1 PROPOSED T-MOBILE ICE-BRIDGE aPs \ csavf rill, TREES/SHRUBS; WE At EXISTING ACCESS GATE Fl/TURE(I) T— !)/ !!� j G TREE UNE- PROJECT NO, 317.000 MOBILE ;� alln if A _ .-. STACKED SLEEVE - \' r!d �• DRAWN B • WF /lljr EXISTING SHELTER ` " ?, JBL UTIUiY POLE CHE f OTHER CARRIER f! EXI$TINC_MONOPOLE (E), EXISTING J' EXISTING ACCESS GATE `z + ! /!!'[ \ IN), NE4! 6. r/+ !!+/J,G�I�. S, l _ 1t?.�+ •`\ _,,_- EXISTING UTILITY {PPROPOSED: H-FRAME (TYP.) FUTURE 4l�r� �•fes • Lu -SPI+.�+�,hg�g �� �//J!:-{ � __ '•� ; �1� T _ - - --- ------- `_{) +r � 01p LLQ EXISTING CONCRETE } 09 �. !! ` + � F -- _ .r•,"+' �F C PIER TO BE REMOVED I� Q7] 6 \ AS NECESSARY -=i ''\ - ' - _ ;�����* _ _y,-•- EXISTING ICE BRIDGE R (TYP OF 4) `... SE f.� y �`"� 'f BY OTHERS (TYP.) ESSIO :. ' �(f' _ :✓:; } l,J � PROF.ESSIO13 AL SEAL PROPOSED T-MOBILE LIGH75 _ CREATION. EXISTING TRANSFORMER THIS DOCUMENT IS THE CR (TYP OF 4 PER CORNER �\1T 4 t r` 3' • 1 .�' � ) DESIGN,PROPERTY AND COPYRIGHTED \ ON CONCRETE PAD / r. �•\, WORK OFT-MOBILE:ANYDUPLICATION PROPOSED 12'x26 OR USE WITHOUT EXPRESS WRITTEN T MOBILE LEASE AREA '� .. 5J�! /p �� E% .. "' r''' PROPOSED(18) T-MOBILE 7/8" CONSENT IS STRICTLY PROHIBITED, PROPOSED T MOBILE EQUIPMENTi7 -��. 4% _ �, :` COAX CABLES(1115) AREA ON 6X20'CONCRETE PAD. " :` "'' \ ,•.U;Pj}T,, .' � /'S'�'•.. -•�Igy'T! NOTE:IFDRAWNGSARE22°Ile4',USE' • PROPOSED BX20'T—MOBILE CANOPY-, ��'� { r max' `JJ� .EXISTING CELL SITE CABINET NOTE:I DRAWALEAND/ORIJ2TIMES ,lf_\ OF THE NOTED SCALE.ON CONCRETE PAD a�Yjli•• b SITE NUMBER: EXISTING FENCED ✓ �/ r •. D II ILII L113883A EQUIPMENT COMPOUNDrY}t ° ° �t" .EXISTING CONCRETE UU �U11�5 fT EQUIPMENT PAD g SITE NAME: \ `%l BY OTHERS ORIENT FIRE DEPT �,/< .- �. Y MAR 2 6 2018 EXISTING GEN PLUG •11S,fit+, 1 `' �'+per ?1'•'``. 2ORIE T,N 11957 ON H-FRAME ORIENT,NY 11957 TELCO BOX ON �� Southold Town SHEET TITLE H—FRAME �+ .fc Planning BoardL { EXISTING ACCESS GATE w�"mss TM` COMPOUND PLAN GRAPHIC SCALE 10, 51 0 5' 1.0' SHEET NUMBER N ,, :':COMPOUND PLAN . SCALE: AS•NOTEP SCALE: 22"x34" SHEET 1"= 5' C'2 CALLED NORTH SCALE: 11"x17" SHEET 1"= 10' SHEET 3 OF 9 SHEETS INFINIGY HS NOT EXISTING TA MOBILEFIEQUIPMENTEATTTIME OF I INFINIGY ENGINEERING HAS NOT EVALUATED THE J. _14,;Mob ff elp ISSUANCE OF THE DRAWINGS. CONTRACTOR TOWER OR MOUNT LOADING FOR THIS SITE, AND :T•MO�Itf Ne NNtR4T,Ra{ 'wam:crean TO VERIFY PRIOR TO INSTALLATION., ASSUMES NO RESPONSIBILITY FOR ITS STRUCTURAL BFN4RlEN,PA iBD]D _ INTEGRITY REGARDING ITS EXISTING OR PROPOSED PROPOSED T MOBILE TOWER LOADING. FINAL INSTALLATION TO COMPLY WITH EXTENSION _ RESULTS OF PASSING STRUCTURAL ANALYSIS. ;• ,, a xemo 00 PROPOSED(1) T-MOBILE SITE F z V m SUPPORT CABINET r P! I � 0ao� o _ EXISTING CONCRETE PIER TO BE REMOVED(TYP OF 4) PROPOSED T-MOBILE COVP , ,.I ON PROPOSED H-FRAME I ` PROPOSED T MOBILE PPC 1 SUBMITTALS' __ ON PROPOSED H-FRAME. .., _. _- PROPOSED T-h( OATS. COMM"' Ii sotsOBILE RBER �• SLACK BOX ON PROPOSED otmne currz nEmmxs D PROPOSED CIENA ENCLOSURE N-FRAME I oeloel�D awt,uvuma e,- ON PROPOSED H-FRAME_ PROPOSED T MOBILE PROPOSED T MOBILE PANEL I i WOO/is m9.FOR DohETR-0 o; ICE-BRIDGE ANTENNA (TIP OF 1 PER j --- .' _ ' PROPOSED (1) T-MOBILE �"� ,/ I SECTOR, 3 TOTAL) -- - STACKED SLEEVE % a ^ EXISTING CARRIER f ICE BRIDGE FUTURE(1) T-MOBILE �,� / ,f\ 4 I - STACKED SLEEVE / EXISTING MONOPOLE I f'i+'• '.%I'/-..�' I ♦ ` ' /\J1�' I DEPT.REE GATEMP'D PMSIONS. RF MRN- _ ZDNPIG 171 PROJECT'N0. - - 317-000 :i•� — + DRAWN BY: RWF ` �_—.. •.'� / �, - Il" fk �.r .) \,I� c� u, :CHECK MB- �• ._ y xa a ;2 v `�/ '� / '- i < �. ;,3 / 1 _ -PROPOSED (IL T-MOBILE 7/8" I, Fn ° \ COAX CABLES(+1159 I o ,\ / w 01096 �? v ° PROPOSED(18)'7-MOBILE:7/8 >) c)o ass 5s1Q�_ u 4" •� i ' � �-Op.� \/\/ :- PROPOSED'T-MOBILE LIGHTS PROF 9,Ot a o�' (T)P OF 4 PER CORNER) ( NA cpa,.o I. I' THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED I WORK OF T-MOBILE ANY DUPLICATION Iler OR USE WITHOUT EXPRESS WRITTEN ri CONSENT IS STRICTLY PROHIBITED. 'NOTE:IFDRAWINGSARE22N34°,USE - [ GRAPHICAL SCALE ANDIOR 1,TIMES OF THE NOTED SCALE, SITE NUMBER: I L113883A PROPOSED 8X20' I SITE NAME: T—MOBILE CANOPY I ORIENT FIRE DEPT 23300 MAIN STREET ORIENT,NY 11957 . I _ ------ �� SHEET TITLE t, r1,11 a - - EQUIPMENT PLAN E c E Il `l1 E� 1 A ELEVATION GRAPHIC SCALE I 4' _ _ 2' ___ _-O 2' 4' MAR 2 6 2018 SHEET NUMBER 1 EQUIPMENT.PLAN __ scALE: AS NOTED TOWER ELEVATION, C-3 Southold Town - - - CALLED NORTH SCALE (11x17): 1„ = 4'-0 „ '. —/NOT TO SCALE SCALE ,(2204): 1” = 2'-0" Planning Board SHEET 4 OF 9 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE EXISTING T-MOBILE EQUIPMENT AT TIME OF ISSUANCE OF THE DRAWINGS. CONTRACTOR TO VERIFY PRIOR TO INSTALLATION. TM�eEvsA�urA mmT� C061RCETRNAIf , W Y 0 .,,PRpF0SED'T-MOBILE PANEL ANTENNA`','j�2. q (TW&(1) PER SECTOR (3) Z m SECTORS TOTAL) C-4 Z yyO TvN JD� 0 LL 0 DLL it - .-- �'• -- SUBMITTAL& DATE: —-DESCRIPTIONREVISION olLls/le ISSVEO M pmm_ A 7 07/lf/fe CIIFM pm5gIN5 ' D EXISTING STEALTH MONOPOLE TOWER VO°f/QO° /re coag gmsc 5 /10-ISSYm fOq CONSmipuCtloN C - I I p _ DEAL DATE. APP'O -pEVI510RS----- pfE I • pF NAN. I 2wwD 1 CONSM N 1ANTENNA ORIENTATION (PROPOSED s EAD - - PROJECT NO. 317-000 —_ NOT'TO SCALE ) DRAWN BY: RWF CALLED NORTH CHEC MB Sr' F2 0.7109 , �ROFDSS���A� PO THIS DOCUMENT IS THE CREATION, - DESIGN,PROPERTY AND COPYRIGHTED - - WORK OFT-MOBILE.ANY DUPLICATION _ PROPOSED RF SYSTEM SCHEDULE OR USE WITHOUTEXPRESS WRITTEN CABLE CABLE CABLE CONSENTISSTRICTLYPROHIBITED. CABLE SECTOR ANT, ANTENNA MODEL VENDOR AZIMUTH M-TILT E-TILT TMA MODEL # RRU MODEL LENGTH QUANTITY DIAMETER _ TYPE - - - NOTE:IF DRAWINGS ARE 2744',USE A A-1 SBNHH-1D65B ANDREW 70' 0' 3' (2) TWIN 7MA = 115' 6 7/8' COAX GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE; - -- SITE NUMBER: B B-1 SBNHH-ID658 ANDREW 190' 0' 3' (2) 7WIN TMA = 115' 6 7/8' COAX L113883A - SITE NAME: C C-1 SBNHH-1D65B ANDREW 250' 0' 3' (2) TWIN 7MA - 115' 6 7�8� COAX ORIENT FIRE DEPT - 23300 MAIN STREET ----- ORIENT,NY 11957 SHEET TITLE ANTEND E c � �9 ( ..�� ORIENTATION & ' it [j1 RF SCHEDULE M 9 AR 2 6 2018 SHEET NUMBER 2 RF SCHEDULE (PROPOSED) _ l -- OT TO SCALE $OUthoid 70%`%'n f Planning Board i C•4 SHEET 5 OF 9 SHEETS PROPOSED PANEL ANTENNA �WbWr PROPOSED ANTENNA MOUNTING 7.4enLa NoalRrier4a; BRACKET WITH TILT =-- -- o•.I�eauc�u.v4 PROPOSED 8' X 2 J;' PIPE MOUNT (CONTRACTOR TO-VERIFY} ' _ PROPOSED 3' O.D. ANTENNA O MOUNTING PIPE (B'L) ! STRUCTURAL NOTES; a (TYP. OF 1 0 EACH ANTENNA) -SPECIFICATIONS /CODES: ® -CONCRETE WORK SHALL BE PERFORMED IN V �o PROPOSED MOUNTING ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. y m d - - BRACKET (TYP.) -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE v Z m WITHISC 5 f A STEEL CONSTRUCTION MANUAL 9tH EDITION. -WELDING SHALL BE PERFORMED IN ACCORDANCE O¢o I POSED PROPOSED AT&T TMA WITH AMERICAN ANTENNA (TYP.) STRUCTURAL WELDING"WELDING CSOCIESTEELTY WS) D1,1-92 {TYP..OF 1 PER ANT.) Z -REINFORCING STEEL SHALL BE PLACED IN (SEE 8/A-2) ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE." 2. MATERIALS: ;SUBMITTALS': _ -CONCRETE: fc' - 3000psi. (MIN. U.N.O.) DATE' GMRPn0N- RMO.4 -REINFORCING STEEL: ASTM A615, GRADE 60. 01/0/19 MED roa REYW K -WIRE MESH: ASTM A185. W171115 coon R MS 9-' - PROPOSED MOUNTING -STRUCTURAL STEEL: ASTM A36. 010 0/11 Isw90 Fon coesinoclrox o BRACKET(TYP.) -ELECTRODES FOR WELDING: E 70xx; -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 - " (SHAPES, PLATES)., �j PROPOSED ANTENNA -EXPANSION BOLTS: HILTI KWIK BOLT II, STAINLESS MOUNTING BRACKET STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED +:.- O O O PROPOSED JUMPER CABLES EQUAL: 850 -1900 O RET. RET: - '.I _ 1850.L 1900 O I _ -DEPT- I.DIRE 'MP'0 Bk]9502:5. { D.. Rte:- RF WVL t -_- - i9NIN9 } ANTENNA N0, TYPE H W D WEIGHT ° 'corsw• SBNHH-1D65B WCS 72.7" 11.9" 7.1" 507# - PROJECT NO: _ ;317.000: DRAWN RWFA 1 ANTENNA DETAIL . ' ANTENNA MOUNTING DETAIL —� • �` 3`._ NOTES r ;. raB. OT TO.SCALE — NOT TO SPC LE NOT ZO SQALE -- - - ,� - 30.1" 348" , °-o0 2' , A ti v u �11A' ,4EPA 0 0 0 071 U9 zSt - - - - — - — rI ` TAG. PRREE'3 - EAL ul N / !1 J l — - OE$y1GN,PROPERTI'AND COPVR DOTED' SEWRFIQIJTEXPRESSVMTTENN CONS ENi15STRICTLYPAQHIBITED, L 20'- MAR 2 62018 Southold Town (�2r NgE:If P*VVINGSARE22'a341USE 20' - - -- -- ,• '_ HICALSCALEANDlpR1l2TIMES• Plannina Board G ;T FRONT VIEW SIDE VIEWOFiIEt(oTEoscnE . # 3.5" SITE NUMBER. �" CHAMFER: - 5 12' O.C, g rN 22.2" L1.1 38.03& L WE-4 _ _ METALLIC TAG NOT$S:c = 0 ENT FIREDEPT1 _1r 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END 23300'MAINSTREET OF EVERY CABLE LONGER THAN (3) THREE FEET. OR(EN1;NY.1195!' `�`%� �)�i?I 1�•r�.rTX^� .��� ��Y1 T,�����1�Y�s1 v `n 2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO 4'THICK LAYER OF�" DIA. CRUSHED STONE r iv METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. TAG THE "UNDISTURBED SOIL" BASE SHALL BE 7 BASE ON UNDISTURBED SOIL: o I M I- 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES SHEET TITLE COMPACTED TO AT LEAST 95% MODIFIED PROCTOR O FINAL GRADE SLOPE AWAY FROM CONCRETE APPROPRIATE FOR CABLE DIAMETER. u MAXIMUM DENSITY PER ASTM D 1557 METHOD;C: _ GEOTEXTILE FABRIC (MIRAFI 500X) I', 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL TAG EQI�IPMENT- XISTING."UNDISTURBED VIRGIN SOIL OR COMPACTED FILL CONFIGURATIONS., 2'., .SPECIFiCAT:ION$ ..__. - - CAVATE AS REQUIRED TO REMOVE 34:8"' VEGETATION & TOP SOIL, EXPOSE _ _ 27.0_" UNDISTURBED NATURAL SUB GRADE. PLACE = SHEET NUMBER A MINIMUM OF 4" GRAVEL. GRAVEL SHALL TOP VIEW BOTTOM VIEW PASS A ONE INCH SIEVE g+ ' .METALLIC TAG DETAIL 4 CONCRETE EQUIPMENT PAD DETAIL 5_' SITE SUPPORT CABINET DETAIL. =_ aOr To"SCA - C�5: A,-=. .NOT TO SCALE _ /NOT TO SCAtt. SHEET 4 OF 9 'SHEETS; i 60DED DRAWING'• NOTES PFJ. ° .mR���,y�' I PROPOSED T-MOBILE CONCRETE EQUIPMENT PAD ����LL�� 1F�J1 lLA I GENERAL 'ELECTRICAL NOTES: MEA.TLlc i _ d006igEET flOM BEN9AlEY,PA IBA]0 PROPOSED T-MOBILE PPC CABINET 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND Q PROPOSED T-MOBILE SITE SUPPORT CABINET ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES- Q• PROPOSED T-MOBILE STACKED SLEEVE WITH (3) RADIO MODULES 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE INDICATED. SUPPLY UTILITY MARKING FUTURE T-MOBILE STACKED SLEEVE TAPE BURIED 12" BELOW GRADE ALONG ENTIRE LENGTH OF �g m UNDERGROUND CONDUITS. `� a PROPOSED CIENA ENCLOSURE 8>- 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN Q, PROPOSED T-MOBILE HCS JUNCTION BOX INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, a s POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 3 a o 8 1 1/2" CONDUIT W/(3) #1 AWG CU & (1) #B GREEN GROUND FROM PROPOSED & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. 0 3 ` T-MOBILE PPC CABINET TO PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET 4, ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. z 2" GRC OR LIQUID TIGHT CONDUIT W/(3) #1 AWG CU & (1) #2 GREEN GROUND < - 2 s. COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. ~�. ` `' \"FROM PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET TO PROPOSED � 5, LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. T-MOBILE JUNCTION BOX IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND ENGINEER IMMEDIATELY. SUBMITTALS �.: 10 (1) 2" SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED .DATE DESCRIPTLON REVIW.1 CIENA ENCLOSURE TO PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET t"�f,v,� �/ ,, 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF a�,e/ie u uasroa Aaaw A 1 CAPS NOT DUCT TAPE• omips nwa anlram e 1 i (1) 2° SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED t �� y 7• PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE mioy�e swmnaca ,_ . .°: 5 SL OBILE DELTA SITE SUPPORT CABINET TO PROPOSED T-MOBILE STACKED F. l ••; AND POWER CONDUIT. PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 12 (1) 2' SCH 40 PPC STACKED SLEEVE TO DU WITH PUL ED T STRING MOBILE TELJUNCO (1) PROPOSED / t//�' +• e. ,, o f UTILITY REQUIREMENTS. _ ` ;. ✓ (1) 2" SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED / //�l. • ,\ �- ABBREVIATIONSi T-MOBILE STACKED SLEEVE TO PROPOSED T-MOBILE JUNCTION BOX ,! -/f - - - & AND COORDINATE EXACT LOCATION WITH UTILITY COMPANY. STUB UP POWER AND AWG AMERICAN WIRE GAUGE - 1{„' CONDUITS AS DIRECTED BY UTILITY COMPANY. REFER TO EQUIPMENT /�J ��'y BCW BARE COPPER WIRE orrr. Dme APPD ems { SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS .'' ' •6 ~ ` r1 Sri BFG BELOW FINISH GRADE RF�� J��ff/ _ � BTS BARE TINNED STRANDED Nie 1$? ALL TELCO CONDUITS SHALL USE LONG SWEEPS AT BENDS /:z"/ �� + z : - � C CONDUIT :on CAB CABINET canm I r r_ CIGBE COAX ISOLATED GROUND BAR EXTERNAL sncAr_s PROPOSED T-MOBILE LIGHTS (4 PER CORNER) l/! DLO DIESEL LOCOMOTIVE CABLE f PROJECT NO: 317-DDD DWG DRAWING i s ` a. ' DRAWN BY: RWF C. 1` \ , S EGR EXTERIOR GROUND RING �• ;,/ a° f0 � "� oaf{// ° `. p \ EIGB EXTERIOR ISOLATED GROUND BAR CHEC MB /A7i 1 G GROUND 0tAz GPS GLOBAL POSITIONING SYSTEM �.>.r . •�' v j�i'�`ate I ° c��� J� �: HALO INTERIOR GROUND RING MICE! MAIN • -0 l a - C y MGN MULTIIS RO DEDGROUND Q ^ _ 3 /t. - �`• t`\ MSC MOBILE SWITCHING CENTER 1 MTSO MOBILE TELEPHONE SWITCHING OFFICE PVC POLYVINYL CHLORIDE j r y I gy,. • tt 1 a af' QTY QUANTITY i3 t i l�` i , � v ..� r, _.. 1 ° o_ k �= J /" RGS RIGID GALVANIZED STEEL 4S`p �• SS STAINLESS EL E NLESS S T SST SELF SUPPORT TOWER ktn•. - Q �j ,�` ' r ` i TGR TOWER GROUND RING t 4th i/ 1 >, 7109 �- TYP. TYPICAL �P W/ WITH PRbFS5S1QA1A1. c � - _ _ CT C SYM OLS:' THIS DOCUMENT IS THE CREATION, , ERTY OPYRIGHTED WOR FT-M . OBI E,ANYC DUPLICATION f - RECEPTACLE O OR USE WITHOUT EXPRESS WRITTEN BURIED POWER CONDUIT z?_ CONSENT IS STRICTLY PROHIBITED. 1 � —T— BURIED TELCO CONDUIT NOTE:IF DRAWINGS ARE 2744,USE 0- k_ .¢y~`\N �� � O ELECTRICAL METER GRAPHICAL THE CALE AND/OR 112 TIMES �} o OF THE NOTED SCALE, ,`• INDICATES CODED NUMBER SITE-NUMBER: SAFETY SWITCH SITE NAME: I I fi ORIENT FIRE DEPT LLL��� LJL`JJ 666( (� UTILITY POLE 233DO MAIN STREET ORIENT,NY 11957 MAR 2 6 2018 SHEEP TITLE Southold Town Planning Board GRAPHIC SCALE: ITE UTILITY PLA 4, 2 O 2 4, CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR - TO CONSTRUCTION. COORDINATE LOCATION OF ALL PROPOSED SCALE 11x17 1" = 4'-0"- SHEEr NUMBER DIGGING & UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. I I ( �' SCALE (22x34): 1'k = 2'-0" E-1 SHEET 7 OF 9 SHEETS - I Fllo�tit Melirwlut"iiv. j ' �'4005TREEYROAD': ,. DENSAtEV,PA IWZD r � n I j V o q RZ-� I 1 II '�S u L oao1 I SUBMITTALSi DATE'' OESCRIPTION- REVISION ' - 01///J.1■__`ISSIiEU FD9•PMEW.' _A'" 8 !.07/05/1{ CIIFM PEYSIDNS a D7/OB/1� 6SG9D(OR cmdm 11. D E I I i OEM -MTE- APP'URENSIONS- REE CPS.: SWAP. PROJECT'NO: 317-000 CONTRACTOR TO VERIFY LATEST RFDS WITH T—MOBILE I DRAWN BY —RWE CHECKED 1'0- 1 ; '1. P 0.` SON ' THIS DOCUMENT IS THE CREATION, , DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE;ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22°X34-,USE I GRAPHICAL SCALE AND/OR 1/2 TIMES OF THE NOTED SCALE; SITE NUMBER: L113883A SITE NAME: ORIENT FIRE DEPT 23300 MAIN STREET f(I� �� D E V L� 11957 ORIENT,NY SHEET TrrLE MAR 2 6 2018 COAX/FIBER PLUMBING Southold Tc�J':� � DIAGRAM Planning Board ,792DB CONFIGURATION COAX FIBER PLUMBING DIAGRAM SHEET NUMBER E.2 SHEET 5 OF 9 SHEETS.