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Home My WebLink About43247-Z so FGj1rTown of Southold 3/13/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY r No: 41145 Date: 3/13/2020 1 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/26/2018 pursuant to which Building Permit No. 43247 dated 11/27/2018 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: MODIFICATION TO AN EXISTING WIRELESS FACILITY AS APPLIED FOR r 1 The certificate is issued to 40200 Main LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO.� 43247 02-10-2020 PLUMBERS CERTIFICATION DATED uth ed ignature r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 • oma ! ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43247 Date: 11/27/2018 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 Orient, NY 11957 To: make a modification to an existing wireless facility as per Southold Town Planning Board approval. At premises located at: 40200 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-9-8.1 Pursuant to application dated 11/26/2018 and approved by the Building Inspector. To expire on 5/28/2020. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 -COMMERCIAL $50.00 Tot $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: �� (check one) Location of Pro erty� 40-1-41 MAS� '�A q Q KJ�`Iy T P House No. S�treet Hamlet Owner or Owners of Property: /t/ 49 Suffolk County Tax Map No 1000, Section /s, Block Lot Subdivision Filed Map. Lot: Permit No. A�)24'? Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 7/ (check one) Fee Submitted: $ '5D ///�� V )A Applicant Signature OF SO(/lg,®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(a)-town.southold.n us Southold,NY 11971-0959 y' ®lac®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To 40200 Main LLC Address. 40200 Route 25 city Orient st NY zip: 11957 Building Permit# 43247 Section 15 Block 8 Lot 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA. Trius Electric Co. Inc. License No 4291-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan �I Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors k Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment New Power Cabinet Notes Modification to Existing Wireless Facility Inspector Signature: Date: February 10, 2020 S.Devlin-Cert Electrical Compliance Form As �O��OF SObTyo� # # TOWN OF SOUTHOLD BUILDING-DEPT: `ycourm ' 765-1802 INSPECTION r [ ] , FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/ ULKING FRAMING/STRAPPING V FINAL k)l r Pi.SS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION — [ ]`-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f&y- 1 - DATE 1 191W INSPECTOR VA O�aOE SOUyO � 7 LjO # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) -ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE hO INSPECTOR RECEIVED ' Nov ® 4 zoo Southold Town V Planning Board I T E C T S Partners Partners October 16,2019 Steven R.Samn:o,AIA, Net[A, NeMacDonald,AIA, Eldon W.Smith.AIA Town of Southold Building Department Robert F.Heymach,AIA Town Clerk's Office Partners,Ementua Southold, NY Will—F.Collins,AIA Thom.R.Turkel,AIA Arsocrates U J Christopher M•Crans,AIA,NCARB Re: New Cingular,Wireless PCS, LLC d/b/a AT&T One AT&T Way Bedminster, NY 07921 Site Name:NYCENY1059"East Orient Point" Knight Street; Shoreham,NY 11786 Tax ID:Sec. 15/Blk.09/Lot(s)8.1 WFC Project No.:18-12718 Building Permit No.:43247 To Whom It May Concern: William F.Collins,AIA'Architects LLP(WFC) reviewed photographic documentation of the completed work under Building Permit No.43247 and find all work to be in accordance with the construction drawings with an issuance date of 11/29/18"Issued for Construction"and the Building Code of New York State. Further,and electrician's certificate of electrical inspection shall be issued concurrently with this letter by others. We trust the foregoing provides the information you have requested. If you have any questions, please do not hesitate to contact our office. Very trul — - -_ \�.�,SAED ARc G 0*04DER0cAN t N�A Neil A. fi N a A Partner Cc: Victoria Brenna, Lorna Mund, Pat O'Rourke File 1 2 1 1 F flNJ()LCt,Y lURIVE L Aa 1 `,! I AUK[-I NY I I /3 1 f'FI 6 1 t)89 8,1 I'AX q;I e89 ei4b9 W'A'W WF CA 1A(,CM OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex QF s® P.O. Box 1179 54375 State Route 25 ®�,� � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov couG PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM MAR 1 3 To' Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director t 1, .rte'� "h ,1•^fi Date: March 11, 2020 Re: Planning Department Report. New Cingular Wireless'@ MGH Modifications and Up-grades 40200 NYS Route 25,'Orient SCTM#1000-15.-9-8.1 The Planning Board has found that the requirements of the above-referenced New Cingular Wireless modifications and up-grades have been completed based on the site inspection made March 5, 2020. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated November 26, 2018; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. A FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) H -'FOUNDATION (2ND) •� ROUGH FRAMING& ` y PLUMBING � 7 INSULATION PER N,-Y. y STATE ENERGY CODE i t• .-a FINAL ADDMONA.L 0 ENTS on 5�a•o�p �lQ I G `�.�' Qe,C_ Li 6 C A ` z rn co z - � d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY�11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q Surve Cy Southoldtownny.gov PERMIT NO. "( �.'" Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D �vv�% Single&Separate Truss Identification Form SEP 1 9 2018 Storm-Water Assessment Form Contact: Vflr ORO vq � Approved ,20 I BUHMING.DEPT. Mail to: J O��' ��L ��. �1 34a P _ ��e C_�g Disapproved a/c T�aV N�"". Siotn-,H l� �JA�S/� Q / "7 ��J D Phone: i C-Y-37 d-39 9 Expiration ,20 Building Inspec r APPLICATION FOR BUILDING PERMIT L p Date SEPT �g , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) A55APE Q Ura, �q 0,,,a (Mailing address of applicant) State whet r applicant is owner, esse agent, architect, engineer, general contractor, electrician,plumber or builder r�Ci�� S �S3E6 Name of owner of premises A /�d u (As on the tax roll or latest deed) Y I plicant a co oration, signa re f duly authorized officer ,,(( to "L)J,C (Name and ti jM of co ate of er) 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: 9- k-44✓7" Gl®,� QQ 144j7J 4a49 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy A11A Ol fft At' /�Al- wj b. Intended use and occupancy / U�L/G "�` � IQSsCOI� 3. Nature of work(check which applicable): New Building Addition Alteration a� Repair Removal Demolition Other Work (Description) 4. Estimated Cost O'd D Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units P Number of dwelling units on each floor If garage, number of cars n� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AoW'y' M- 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 d %G�tl Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t r — 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesAddress#4M /`'JAM 900 Phone No, Name of Architect l/rG AeCU tK-Es;,LL P Address 04 iR91•dr' *tT Phone No �3 `3-3 -Xq Name of Contractorf�6ty 6&E Address 13 a�1066'-SW4aT Phone No. Y73-AJ--0343 16 70VA) IV jr 0Z,-,Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES / NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE Aex_C�OPY. STATE OF NEW*9R£) SS: COUNTY OF C'Lr=,� Alei, being duly sworn, deposes and says that(s)he is the applicant (Nam6'f individ al-signing contract) above named, r (S)He is then A LdUA '— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform�9T,,Yave performed the said work and to make and file this application; that all statements contained in this application are tr 4pa fl V"tl�(,die Ibf,his knowledge and belief; and that the work will be performed in the manner set forth in the application� .�i;,e�,y��t�CB %�, Z 'oF Ate•• Q.U ptARV N'• Sworn to before me this I day of SPA}- 201 PUB��c '�-, sT� 02.20AL Q+i-0 ;?°••'��. Notary Public //��''�j�,O I I I I0\0\ S i gn attri DeApplicant OFFICE LOCATION: _ MAILING ADDRESS: Town Hall Annex ` P.O.Box 1179 t� Jill" 54375 State Route 25 x' Southold NY 11971 ,; �'w `r�:°t, �r (cor.Main Rd. &Youngs Ave.) `w�; a: I '?� _ `� Southold,NY i t ° , ' Telephone: 631765-1938 t 3 ., www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: November 26, 2018 Re: Planning Department Report New Cingular Wireless at MGH SCTM#1000-15-9-8.1 40200 Route 25, Orient As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated September 5, 2018; 2. The Building Permit must state the following: a. All new vertical feed lines/cables shall be installed inside the monopole structure; b. All feed line access ports shall be sealed to prevent access by any birds or other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Shore 2 Shore Wireless, Inc ` 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516-557-2398 Office SEP 1 9 2010 September 19, 2018 BUHZING DEPT. BY HAND "`'d41JITHOTD ID C� � � D � L� Town of Southold 53095 Route 25 SEP 2 Q 2018 Southold, NY 11971 ATTN: Brian Cummings —Town Planner southoidTown g Planning Board RE: New Cingular Wireless PCS, LLC (AT&T) — Building Permit Application AT&T site NYCENY1059 Premises: 40200 Main Road Orient, NY Section 15, Block 9, Lot 8.1 Mr. Cummings: Our office represents New Cingular Wireless PCS, LLC (AT&T) with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. The proposed,-mpdifica Lq is part of AT&T's "LTE Upgrade" project which will allow AT&T to provide better se teci _part the Town of Southold. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application, the following are enclosed in this submittal package; 1) Building Permit Application & Owner's Authorization 2) Four (4) set of signed and sealed construction drawings, prepared by WFC Architects and dated September 17, 2018, including site plans and elevations 3) One (1) Structural Analysis performed by GPD Engineering and dated September 5, 2018 4) Workers Comp, Liability & Disability COls from the contractor Metro RF 5) A check for $8,500 (#2340) as a consultant review Escrow fee. Thank you for your time on this matter, let me know how to proceed. IaO4 Patrick O'Rourke Site Acquisition Manager on Behalf of AT&T 516-263-8817 connoror@optonline.net i rogo/ 77 BUILDING DEPARTMENT-Electrical Inspector- _ -a'45�; "J ' �� `�: TOWN OF S®U`f HOLD Town Hall Annex- 54375 Main Road - P9 Box 1179 , , F14 Southold, New York 11971-0959 FEB - 5 ' tip a ~` ®.; 2020 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand(asoutholdtownny gov� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: —2 _'q0 90 Company Name: ecC_ �o -InC_ Name: _RI -5� License No.. email: —For'7\ n- °' e,Sl za-1 n Address: Nl2w�o, Va Phone No.: JOB SITE INFORMATION (All Information Required) Name: Dne.�• -- Lp-,'r�+ Address: O Aw ii q!57 Cross Street: � dam_ Phone No.: j BIdg.Permit#: q-3;14-7 email: t D� (,, ,� } Tax Map District: 1000 Section: Block: t L t: BRIEF DESCRIPTION OF WORK (Please Print Clearly) s 't. Clircle AI8 That Apply: Is job ready for inspection?- ES 1 NO Rough In inal Doi}you need a Temp Certificate?: YES ! �O Issued On v Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect-Flood Reconnect-Service Reconnected- Underground- Overhead #Underground Laterals 1 2 - H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xts ,s �a ®�S.oF sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road jr jr Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • a� I�C�UNIy,a� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 15, 2020 Shore to Shore Wireless 5550 Merrick Rd, Suite 302 Massapequa, NY 11758 Re: 40200 Main Rd, Orient TO WHOM IT MAY CONCERN: �Folling Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: lectrical Underwriters Certificate A fee of$50.00. 0 Final Health Department Approval. — p Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#769-1892) Final Planning Board Approval. (Planning#795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT—43247 — Modification to an existing wireless facility s YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE B 1 a Legal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured Metro RF Services,Inc 909-230-4920 2320 South Archibald Avenue 1 c.NYS Unemployment Insurance Employer Registration Number of Ontario,CA 91761 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i e.,a Wrap-Up Policy) Number 95-4846384 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Old Republic General Insurance Corporation Town of Southold 3b Policy Number of Entity Listed in Box"la" A-1 CW-123018-01 54375 Route 25 P.O. Box 1179 3c Policy effective period 05/15/2018 to 05/15/2019 Southold, NY 11972 3d The Proprietor,Partners or Executive Officers are included (Only check box if all partners/officers included) all excluded or certain partners/officers excluded This certifies that the insurance carrier Indicated above In box"3" Insures the business referenced above In box"1 a"for workers' compensation under the New York State Workers'Compensation Law (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder In box"2" WIII the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days If cancelled for any other reason or If the Insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ®YES EJNO This certificate Is Issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license 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 New York State Workers'Compensation Law. Under penalty of perjury,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by Scott R. Rager (Print name of authorized representative or licensed agent of insuranc carrier) Approved by. 8/15/Ml- (Signature) /15/1$;(Signature) (Date) Title Chief Executive Officer Telephone Number of authorized representative or licensed agent of insurance carrier 312-762-4501 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www wcb ny.gov NEWORK workers' CERTIFICATE OF INSURANCE COVERAGE Y STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured METRO RF SERVICES INC (909)230-4920 2320 S ARCHIBALD AVE ONTARIO,CA 91761 1 c. Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i e.,a Wrap-Up Policy) 954-84-6384 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" PO BOX 1179 DBL 5593 63-8 SOUTHOLD,NY 11971 3c.Policy effective period 01/15/2007 to 01/15/2019 4.Policy provides the following benefits: ® A. Both disability and paid family leave benefits ❑ B. Disability benefits only ❑ C. Paid family leave benefits only 5. Policy covers: X❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 8/31/2018 By (Signature of of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Acting Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. B of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or SB of Part 1 has been checked) State of New York Workers' Compensation Board According to Information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By Signature of Aut orized NY5 Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 513278 METRRFS-01 CPALMER ACORO" CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDD/YYYY) 09/04/2018 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME The Wooditch Company Insurance Services,Inc. (AICO,NNo,Ext):(949)553-9800 (AA/c,No)•(949)553-0670 1 Park Plaza,Suite 400 aooRIESS Irvine,CA 92614 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Certain Underwriters At Lloyds, London INSURED INSURER Old Republic General Insurance Corporation 24139 Metro R.F.Services,Inc. INSURER c Endurance American Specialty Insurance Company 41718 2320 South Archibald Avenue INSURER D Berkley Assurance Company 39462 Ontario,CA 91761 INSURER E 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 ADDL SUBR POLICY EFF POLICY EXP TR TYPEOFINSURANCE IND WVD POLICYNUMBER MIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000,000 CLAIMS-MADE F-X] OCCUR X CAS-0000213-02 05/15/2018 05/15/2019 DAMAGE AMAG ET ea E T ante $ 100,000 MED EXP(Any oneperson) $ 10'000 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY F—X] JECT F—] LOC PRODUCTS-COMP/OPAGG $ 2,000'000 OTHER $ B AUTOMOBILE LIABILITY EG aBlcNdeD SINGLE LIMIT $ 1,000,000 ntl X ANY AUTO A1CA12301801 05/15/2018 05/15/2019 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY C X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE ELD30000427701 05/15/2018 05/15/2019 AGGREGATE $ 10,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION X STATUTE ER H AND EMPLOYERS'LIABILITY A1CW12301801 05/15/2018 05/15/2019 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ 1,000'000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ D Pollution Liability PCADB-5004123-05518 05/15/2018 05/15/2019 Each Occ/Aggregate 1,000,000 D Professional Liab. PCADB-5004123-05518 05/15/2018 05/15/2019 Each Occ/Aggregate 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Site#10107374. glai Town of Southold is Included as Additional Insured as respects General Liability per attached endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town f Sou h ACCORDANCE WITH THE POLICY PROVISIONS. ute P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS,LLC AUTHORIZATION OF OWNER At the premises: 40200 Main Road Orient,NY Section 15,Block 9,Lot 8.1 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.. COUNTY OF SUFFOLK ) Robert Haase,being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 15,Block 9,Lot 8.1 (the"Premises" hereafter),and do,hereby authorize New Cingular Wireless,PCS,LLC ('AT&T'hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as AT&T may require for the establishment of its public utility wireless telecommunication facility. As such,I will fully cooperate with AT&T and its agents in obtaining any required Approvals. By: Sworn to before me this 3 / day of k)4 �� , 2018 Patrick S. O'Rourke Notary Public State of New York No. O1OR6252092 NOTARY PUBLIC Qualified in Nassau County Commision Expires Dec. 5,2W��_ f` I l Town of Southold cityscape C ON SIT LTA N T S , 1 N C: . Telecommunications Site Review 7050 W Palmetto Park Road#15-652 Upgrade Application Boca Raton,FL 33433-3483 Tel:877.438 2851 Fax-877.220 4593 October 24, 2018 Mr. Brian Cummings Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold/SCTM#1000-15-9-8.1 New Cingular Wireless PCS,LLC/NYCENY1059/East Orient Point Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by New Cingular Wireless PCS, LLC ("Applicant") to upgrade its equipment on an existing concealed slick-stick tower. The existing structure is eighty-nine (89) feet tall. The tower is located at the Orient by the Seas Marina & Restaurant, 40200 Main Road, Orient,New York, see Figure 1. Support Structure &Equipment It is proposed to replace the existing antennas and diplexers at the fifty-seven (57) and sixty-seven (67) foot levels. This equipment is concealed within the outer walls of the structure and not visible, see Appendix, Exhibit A. It is also noted the proposal does not meet the side yard setback requirement of 25 feet, listed in the Ordinance bulk schedule for business office and industrial districts. However, there is no change in the existing fence surrounding the compound. Thus, it is not believed any setback waiver is needed. i Town of Southold/SCTM#1000-15-9-8.1 New Cingular Wireless PCS,LLC/NYCENY1059 ckyscape Page CON SIJ 1. TA \ Ts . 7 N Structural Analysis The Applicant submitted a structural analysis dated, September 5, 2018 and based on ANSI/EIA/TIA-222-G, Class Il, Category D. The structural analysis indicates that proposed additional will load the tower to 57:2% while the foundation will be 24.3%, see Appendix, Exhibit B. It is noted that this is a significant reduction in the previous analysis, which is due to revisions in the New York wind speed criteria. Under the Middle-Class Tax Relief and Job Creation Act of 2012 (The Act) any personal wireless facility collocation, modification or upgrade may qualify for streamlined processing. Furthermore, under Section 6409(a) it can qualify for administrative approval if the request meets six criteria, most notably(1) it does not increase the structure height by 10%or 20 feet,whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound or leased area. Section 6409(a) further states that if an application meets the criteria, the application should be approved and not denied. CityScape has determined this application complies with The Act and recommends approval,with the following condition: 1. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice,according to prevailing laws and codes. Respectfully submitted, r, Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTM#I 000-15-9-8.1 New Cingular Wireless PCS,LLC NYCENY 1059 Ckyscape Page 3 C 0 N S IJ 1, 'r A N '17 S I NC Del-orme Street Atlas USAG)2009 9 0 U,DNI UN R D 1VINDWARD RD 'OvV;-D 44" prY Data use subject to license fl ---eLorrne DeLorme Street Atlas USAG 2099 0 600 1600 2400 3200 4000 wopwdelorme com 1,111(13 Data Zoom 13-0 Figure 1 — Site Location Town of Southold/SCTM#1000-15-9-8.1 m New Cingular Wireless PCS,LLC/NYCENY1059 yscape Page C0 'NSIJ1, TA \ Ts , I N Appendix Town of Southold/SCTM#1000-15-9-8.1 New Cingular Wireless PCS,LLC NYCENYI 059 CRYSCape Page 5; c o N s u I. 'r A N, 'I' S , I \ c f, NA-1.5 rav;7-uam "NoPME (EXTF-NDABLE 10 ,67*-tr.t ASL (6)EXISM.'AT&T AMEMW b TO BE RUOVED Am RUUCM VATH (6) NEW ANTOW4 (6) MSTING T%%N ;W 1; NEW AT&T MIENNAS CIPLECCAS Y40 BE REUW�A%*REPLACED VMH (12) NEW CUAMUERS%TIM MISTING C0NCE4mEuT PDLE d—EASTINC 90'-0* HIGH AT&T RP COMPAMBLE CONCE"ENT LAORMLr 57'—D*±AGL EXIWINC ATV CWtAL A61111ENNA CARES RO�iED Wiff)JIN FM tL NEW AUT NNIENNAS DaSUNG AT&T MONOPOLE (t) MING AT&: LM WS UNIT VAUNTED TO EYiST03 ECUIPUZUT RAVORM RANNA11, BMW— (1) SM'TING AT&T ED.I OPS UJIT MOL'ITED TO MSTAIC CABLE 10E MCCE HOST (9) Extb-Dvc 14-0-mm A 6-0-WIDE emtcv KII CEDARS 0 V-0* OC I)VCND---\ 1-V-W± ML Extsim,vmnvs Act TO EXIST-= FEFXE Att I t I IN up?zR ItE Mica kT MLIPMENIF CAf;:lxr TO EM57ING LOVER XE BRIDGE L4 5,-3"3 1�3; -Tis Lx a:GVC ACL 34 A SL O5'W 4'-0-3 ArL 11 0 fjo EXOM. Ail�i-;&OMI YIA.fohM Exhibit A— Support Structure Town of Southold/SCTM#1000-15-9-8.1 New Cingular Wireless PCS,LLC NYCENY1 059 ckyacape Page 6 C 0 'N S 1) L T A N T S , I N C. CPO E9441� f And Ardulwaul P Shore 2 Shore Wireless KeViTf Frllflirh 5iSOM.errick Rd Ste 302 520mouth Miin Street,Suite 2531 XW"pv,jwk,NY 11758-6238 Akron,OH x#4311 (i 16)557 23 98 (330,572-2191 GPD#2018720.21 SCTteML'wr!;'1018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION., Site USID., 48780 Site M 101,07374 Site Nanit- EAST ORIENT POINT ANALYSIS CRITERIA: Codmv. TIA-222-6,2015 10CS,2016 NYSUC 136-inph Ultimate(3-Stvond gust)with 0'Ice 105-mph Nominal 0-second gust)with 0'Ice 50-niph{3-:second gust)with 0.75'see SITE DATA: +10200 Main Road,Orient,NY 11957,Suffolk Ownty Latitude 4V 9'9.9"N,Longitude 720 14*38'W Marhet.,NYCJNNJ 69'valmont Stealth Nimopole NVI 20'extemion Mr.Matt Bartlett, <jPD as pleased to submit tJA6 Rigo;Lokn Structural Analysis R"n to 6eiermine tho., st-umiral iriwgrity of the aforementioned tower. Tice purpose of the dndaymis to determine, tht-.suitaLifity of the tovver with tht..em.,&ns and vtopowd loading configuratinn detailed ir.the jonly5k report. Analysis Results To%voy Stress 1xvehvith Prop(39,d Cquipmer-t 1, 57.2% ll a>' ss rout dinion 9,16owith Ilropo5ed Equipmem 243=6 Ra s. %VV 31 OD aPf)M6WC' the 01)110flunity of vtoviidmq our continuing pmfeisional ter ycki and 'Shore 2 Shore wireleii. if y(lij have any qw,616<311i or nnvf funhor asmoar",on this it any oth.,f pleas,, nut he;tale to call. subnvited. � C3 F lel: 0 (-'firfstopherl SrheLLs,11.E, 093 lyvzj�ri:j'�-v7 v M7;Aff N e'IV yu file D 1)'1 F) I i C,,e4"Cn'Pr: A W Exhibit B— Structural Analysis Summary GPD Engineering and Architecture Professional Corporation Shore 2 Shore Wireless Kevin Fraleigh 5550 Merrick Rd Ste 302 520 South Main Street, Suite 2531 Massapequa, NY 11758-6238 Akron, OH 44311 (516) 557-2398 (330) 572-2191 kfraleigh@gpdgroup.com GPD#2018720.21 September 5, 2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 48780 Site FA: 10107374 Site Name: EAST ORIENT POINT ANALYSIS CRITERIA: Codes: TIA-222-G, 2015 IBC&2016 NYSUC 136-mph Ultimate(3-second gust)with 0" ice 105-mph Nominal (3-second gust)with 0" ice 50-mph (3-second gust)with 0.75" ice SITE DATA: 40200 Main Road, Orient, NY 11957, Suffolk County Latitude 411 9' 9.9" N, Longitude 721 14' 38" W Market: NYC/NNJ 69' Valmont Stealth Monopole w/20' extension Mr. Matt Bartlett, GPD is pleased to submit this Rigorous Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 57.2% Pass Foundation Ratio with Proposed Equipment: 24.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Shore 2 Shore Wireless. If you have any questions or need further assistance on this or any other projects, please do not hesitate to call. Respectfully submitted, NE O- ppNER 4 � 7 t 4 W Christopher j. Scheks, P.E. t j p93566 OF �,`1, ;t MIT New York#: 093566-1 *61'�.�4 �i"'Y �y s <<�:"' 'r� : �•�'` iii 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100 Fax 330-572-2101 www.GPDGroup.com GPD Engineering and Architecture Professional Corporation 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to Shore 2 Shore Wireless. This report was commissioned by Mr. Matt Bartlett of Shore 2 Shore Wireless. This analysis has been performed in accordance with the 2016 NYSUC based upon an ultimate 3-second gust wind speed of 136 mph converted to a nominal 3-second gust wind speed of 105 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category D and Risk Category II were used in this analysis. Modifications by GPD (Project#: 2015723.01.48780.02, dated 9/5/2018), have been installed and were considered in this analysis. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. TOWER SUMMARY AND RESULTS Member Capacity Results Monopole 33.7% Pass Flange Bolts 57.2% Pass Flange Plates 49.9% Pass Anchor Rods 45.1% Pass Base Plate 22.8% Pass Foundation 24.3% Pass ANALYSIS METHOD tnxTower (Version 8.0.4.1), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, wind, and ice load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet RFDS Name: NYCEU1059 Rev. 1.00, updated 5/8/2018 Shore 2 Shore Tower Design Valmont Order#: 209586, dated 2/4/2014 AT&T Foundation Design Valmont DWG #: 209586FP,dated 2/4/2014 AT&T Geotechnical Report MC Project#: 07000808A-G151,dated 7/27/2010 AT&T Previous Structural Analysis GPD Project#: 2018723.01.48780.04, dated 1/29/2018 AT&T Modification Drawings GPD Project#: 2015723.01.48780.02,dated 2/26/2015 AT&T Post Modification Inspection GPD Project#: 2015707.44,dated 8/16/2017 AT&T 9/5/2018 Page 2 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID•48780 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower shaft sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to ±5' ACL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing AT&T loading was obtained from previous structural analysis by GPD (Project #: 2018723.01.48780.04,dated 1/29/2018),the provided RFDS and site photos and is assumed to be accurate. 12. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 9/5/2018 Page 3 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time-domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 9/5/2018 Page 4 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX A Tower Analysis Summary Form 9/5/2018 Tower Analysis Summary Form General Info Site Name EAST ORIENT POINT The information contained In this summary report is not to be used Independently Site Number 48780 from the PE stamped tower analysis. FA Number 10107374 Date of Analysis 9/5/2018 Company Performing Analysis GPD Tower Info Description Date Design Parameters Analysis Results I%Maximum Usage) Tower Type(G,SST,MP) MP Design Code Used TIA-222-G,2015 IBC&2016 Existmg/Reserved+Future+Proposed Condition Tower Height(top of steel AGL) 69'w/20'extension NYSUC Tower%) 33.7% Tower Manufacturer Valmont Location of Tower(County,State Suffolk,NY — Flange Bolt% 57.2% Tower Model n/a Basic Wind Speed(mph) 105(3-second gustF Base % 451% Tower Design Valmont Order#.209586 2/4/2014 Ice Thickness(in) 0.75 Foundahon(%) 24.3% Foundation Design Valmont DWG#209586FP 11125/2013 Structure Classification(I,II,III) II Foundation Adequate? Yes Geotech Report MC Project#0700080BA-6751 7/27/2010 Exposure Category B,C,D D Tower Mapping Not Provided N/A Topographic Category(1 to 5) 1 Previous Structural Analysis GPD Project#2018723 01.48780 04 1/29/2018 Modification Drawings I GPD Project#2015723.01.48780 02 1 2/26/2015 Steel Yield Strength(ksi) Pole 46165 Modifications by GPD(Project#2015723.01.48780.02,dated 2/2612015),have Base Plate 50 been installed and were considered in this analysis. Anchor Rods 75 Existing/Reserved Loading _ Antenna, _ - Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(fl) Internal/External Verizon 87 87 3 Panel Amphenol CWWX063X25G00 102/2221342 Within Concealment Shroud 12 Unknown 718" Internal Verizon 87 87 6 Diplexer RFS FD9R600411C-3L Within Concealment Shroud T-Mobile 75 75 3 Panel RFS APXVFWWI2X-C-NA20 301150/270 Within Concealment Shroud 1B Unknown 7/8" Internal T-Mobile 75 75 6 TMA Commscope ETT19V2S12UB Within Concealment Shroud AT&TMobihty 67 67 3 Panel Commscope SBNHH-1D65A 0/1201240 Within Concealment Shroud 6 Unknown 718" llntemal AT&TMobihty 67 67 6 Diplexer ICommscope CBC78-DF-2XWithin Concealment Shroud AT&TMobility 57 57 3 Panel Commsco a DBXLH-6565A-R2M 0/1201240 Within Concealment Shroud 6 Unknown 111. Internal AT&T Mobility 57 57 6 1 Diplexer JCommscope C13C78-DF-2X I Within Concealment Shroud Note(3)SBNHH-1 D65A panels,(6)CBC78-DF-2X diplexers at 67',(3)DBXLH-6565A-R2M panels,and(6)CBC78-DF-2X diplexers at 57'shall be removed prior to the installation of the proposed loading All remaining existing/proposed loading shall remain Proposed Loading -Antenna.> Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(ft) Internal/External AT&TMobihty 67 67 3 Panel Quintet QSBB58-3 0/1201240 Within Stealth Shroud AT&T Mobility 67 67 6 Quadplexer Commscope CBC782123-DS Wrthm Stealth Shroud AT&TMobility 57 57 3 Panel Quintet QSB658-3 0/120/240 Within Stealth Shroud AT&T Mobility 57 57 6 Quadplexer Commscope CBC782123-DS Within Stealth Shroud Note The proposed loading shall be in addition to the remaining existing/reserved loading Future Loading ` ' _ _ ,Antenna Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(ft) Internal/Extemal 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID.48780 APPENDIX B tnxTower Output File 9/5/2018 MJob Page xTowe� 48780-EAST ORIENT POINT 1 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720.21 09.14:13 09/05/18 Akron,Ohio 44311 Client Designed by Phone (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class II. Exposure Category D. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weikht or Shield From Type Number Leg Torque ft frz/ft k f Calculation LDF5-50A(7/8 A No No Inside Pole 8700-800 12 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 1"Ice 000 0 000 LDF5-50A(7/8 B No No Inside Pole 7500-800 18 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 I"Ice 000 0 000 LDF5-50A(7/8 C No No Inside Pole 5700-800 6 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 1"Ice 000 0 000 LDF5-50A(7/8 C No No Inside Pole 6700-800 6 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 P Ice 000 0 000 Job Page tnxTower 48780-EAST ORIENT POINT 2 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720.21 09:14:13 09/05/18 Akron,Ohio 44311 Client Designed by Phone. (555)555-1234 Shore 2 Shore Wireless FAX. (555)555-1235 asimpton Discrete Tower Loads Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert I o ft ft, ft2 K ft ft CWWX063X25G00 w/ A From Leg 050 -18000 8700 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 P Ice 000 000 025 CWWX063X25G00 w/ B From Leg 050 -18000 87.00 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 1"Ice 000 000 025 CWWX063X25G00 w/ C From Leg 050 -18000 8700 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 V Ice 000 000 025 (2)FD9R6004/1C-3L A From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 V Ice 000 000 0 01 (2)FD9R6004/1C-3L B From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 1"Ice 000 000 001 (2)FD9R6004/1C-3L C From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 1"Ice 000 000 001 APXVFWWI2X-C-NA20 w/ A From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 Oil 0 000 1"Ice 000 000 0 17 APXVFWWI2X-C-NA20 w/ B From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 Oil 0 000 V Ice 000 000 0 17 APXVFWWI2X-C-NA20 w/ C From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 Oil 0 000 1"Ice 000 000 017 (2)ETT19V2S12UB A From Leg 050 0 000 7500 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 V Ice 000 000 003 (2)ETT19V2S12UB B From Leg 050 0 000 7500 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 V Ice 000 000 003 (2)ETT19V2S12UB C From Leg 050 0 000 7500 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 003 QS8658-3 w/Mount Pipe A From Leg 050 0 000 6700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 QS8658-3 w/Mount Pipe B From Leg 050 0 000 6700 No Ice 000 000 013 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 QS8658-3 w/Mount Pipe C From Leg 050 0 000 6700 No Ice 000 000 013 0 000 1/2"Ice 000 000 023 0 000 V Ice 000 000 034 (2)CBC782123-DS A From Leg 050 0 000 6700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 0 02 (2)CBC782123-DS B From Leg 050 0 000 6700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 V Ice 000 000 002 (2)CBC782123-DS C From Leg 050 0 000 6700 No Ice 000 000 001 Job Page inxTower 48780-EAST ORIENT POINT 3 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720.21 09.14:13 09/05/18 Akron,Ohio 44311 Client Designed by Phone. (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Ho r,- Adjustment Front Side Leg Lateral Vert ft o ft ft, ftZ K ft ft 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 QS8658-3 w/Mount Pipe A From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 0.00 000 023 0 000 1"Ice 000 000 034 QS8658-3 w/Mount Pipe B From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 V Ice 000 000 034 QS8658-3 w/Mount Pipe C From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 (2)CBC782123-DS A From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 V Ice 000 000 002 (2)CBC782123-DS B From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 (2)CBC782123-DS C From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 V Ice 000 000 002 Canister Load C None 0 000 8900 No Ice 1900 1900 020 1/2"Ice 3900 3900 043 1"Ice 4000 4000 068 Canister Load2 C None 0 000 6900 No Ice 2850 2850 036 1/2"Ice 5850 5850 072 1"Ice 6000 6000 108 Canister Load3 C None 0 000 5900 No Ice 3800 3800 059 1/2"Ice 7800 7800 106 V Ice 8000 8000 155 Canister Load4 C None 0 000, 2900 No Ice 2850 2850 143 1/2"Ice 5850 5850 178 1"Ice 6000 6000 2 15 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb in o oft 8900 Canister Load 42 44093 0 489 0 000 26224 8700 CWWX063X25G00 w/Mount Pipe 42 42036 0 486 0 000 26224 7500 APXVFWWI2X-C-NA20 w/Mount 42 30102 0 448 0 000 9366 Pipe 6900 Canister Load2 42 24728 0 408 0 000 6958 6700 QS8658-3 w/Mount Pipe 42 23071 0 390 0 000 6911 5900 Canister Load3 42 17121 0 306 0 000 7986 5700 QS8658-3 w/Mount Pipe 42 15789 0 285 0 000 8127 2900 Canister Load4 42 03234 0 095 0 000 8740 Job Page tnxTower 48780-EAST ORIENT POINT 4 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720 21 09 14.13 09/05/18 Akron,Ohio 44311 Client Designed by Phone. (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Section Capacity Table Section Elevation Component Size Critical P OPotio, % Pass No ft Type Element K K Capacity Fad Ll 89-69 Pole TP10 75x10 75x0 375 1 -187 46202 210 Pass L2 69-59 Pole T?10 75x10 75x0 5 2 -360 66657 325 Pass L3 59-29 Pole TP14 5x14 5x1 094 3 -1103 190751 337 Pass L4 29-0 Pole TP3808x0 25 4 -1670 194121 32 1 Pass Summary ELC Existing/Pro posed Pole(L3) 337 Pass Rating= 337 Pass 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID•48780 APPENDIX C Tower Elevation Drawing 9/5/2018 89 Oft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Canister Load 89 Canister Load2 69 CWWX063X25GOO w/Mount Pipe 87 QS8658-3 w/Mount Pipe 67 CWWX063X25000 w/Mount Pipe 87 (2)CBC782123-DS 67 (2)FD9R600411C-3L 87 (2)CBC782123-DS 67 r N o 0 0 (2)FD9R600411C-3L 87 (2)CBC782123-DS 67 (2)FD9R600411C-3L 87 QS8658-3 w/Mount Pipe 67 CWWX063X25Go0 w/Mount Pipe 87 QS8658-3 w/Mount Pipe 67 APXVFWW=-C-NA20 w/Mount 75 Canister Load3 59 Pipe (2)CBC782123-DS 57 q PXVFWWM-C-NA20 w/Mount 75 (2)CBC782123-DS 57 05 (2)CBC782123-DS 57 Q (2)ETT19V2S12UB 75 QS8658-3 w/Mount Pipe 57 691111 (2)ETT19V2S12UB 75 (2)EFrl9V2S12U8 75 QS8658-3 w/Mount Pipe 57 458658-3 wl Mounl Pipe 57 APXVFWWM-C-NA20 w/Mount 75 Canister Load4 129 Pipe N O G G b N 0 o o MATERIAL STRENGTH GRADE Fy Fu I GRADE I Fy Fu A53.13.42 142 ksi 63 ksi A572-65 165 ksi 180 ksi "90" 90ft A500-46 146 ksi 162 ksl TOWER DESIGN NOTES 1 Tower is located in Suffolk County,New York 2 Tower designed for Exposure D to the TIA-222-G Standard. 3. Tower designed for a 105 mph basic wind In accordance with the TIA-222-G Standard 4 Tower Is also designed for a 50 mph basic wind with 0.75 in Ice Ice Is considered to Increase in thickness with height 5 Deflections are based upon a 60 mph wind. 6 Tower Structure Class II 7 Topoqraphic Cateqory 1 with Crest Height of 0 00 ft 8. TOWER RATING 33 7% 0o v o o n O h h O t7 V •t V O Q 29oft ALL REACTIONS ARE FACTORED AXIAL 29 K 0 0 SHEAR MOMENT 3 K 147 kip-ft 50 mph WIND-0 7500 in ICE AXIAL 17K SHEA MOMENT 10 K 472 kip-ft ooft REACTIONS-105 mph WIND y z' r m 03 GPD ob 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Prgect 2018720.21 Akron, Ohio 44311 Client Shore 2 Shore Wireles Drawn by aslm ton App-d Phone (555)555-1234 Code TIA-222-G Date 09/05/18 Scale NTS FAX 555 555-1235 Path urx an a emam+enu so,easmresnw�m�we eo a i«n DW9 No E-1 Feed Line Distribution Chart 01-89, Round Flat App In Face App Out Face Truss Leg 6969 Face A Face B Face C 8900 8700 8700 7500 7500 6900 6900 6700 6700 5900 5900 5700 5700 O C C y g 0 0 ¢ ++ J O W N W o W LL O m O C O o N O LL LL � J C � N LL 2900 O 2900 N 800 800 0001 000 GPD Job 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Prolect 2018720.21 Akron, Ohio 44311 "1" Shore 2 Shore Wlreles Drawn by asim to App'd Phone (555)555-1234 code TIA-222-G Date 09/05/18 Iscale NTS FAX 555 555-1235 Path rvsa,anae�eomxoie�:nx�sn�xsmresnwP,au�.us�eoa omen DwgNo E-7 Feed Line Plan Round Flat App In Face App Out Face (12)LDF5-50A(7/8 FOAM) (18)LDF5-50A(7/8 FOAM) (6)LDF5-50A(7/8 FOAM) (6)LDF5-57/8 FOAM) GPD Job 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Plolect 2018720.21 Akron, Ohio 44311 Client Shore 2 Shore Wlreles °"a'""by aslm to App'd Phone (555)555-1234 Code TIA-222-G Date 09/05/18 Scale NTS FAX 555 555-1235 Path rura a ue mmxae oxis�,exsrorcsnw�amore sone ie n Dwg No E-7 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX D Anchor Rod & Base Plate Analysis 9/5/2018 ®® Anchor Rod and Base Plate Stresses,TIA-222-G-1 48780-EAST ORIENT POINT GPD Job#:2018720.21 GPD GROUP Overturning Moment= 471 63 k"ft Axial Force= 16 701k Acceptable Stress Shear Force= 9 91 k Ratio Anchor Rods Base Plate (Section 4 9 9,TIA-222-G-1) Location= External Number of Rods= 8 Plate Strength(Fy)= 50 ksi ¢= 08 09 Rod Ultimate Strength(F°)= 100 ksi Outside Diameter= 4933 in Base Plate Detail Type'= d Plate Thickness= 2 in Rod Circle= 4421 in wcalc= 22.59 in Rod Diameter= 1.75 in wmax= 20.00 in Net Tensile Area= 1 90 m2 w= 20 00 in Max Tension on Rad= 61 87 kips Z= 20.001m Max Compression on Rod= 66.05 kips M.= 205 07 k-in P.= 6605 kips WMo= 900 00 k-in V.= 124 kips BP Capacity= 22.8% 1 OK ri= 050 P.+V„/n= 6852 Pole cpRnc= 15200 kips Pole Diameter= 38 in Anchor Rod Capacity= 45.1% OKI Number of Sides= 18 Thickness= 0.25 in 'This analysis assumes the clear distance Pole Yield Strength= 65 ksi from the top of the concrete to the bottom of the leveling nut is less than the diameter of the anchor rod. Notify GPD Group immediately if existing field conditions do not meet this assumption. Stiffeners Configuration= None GPD Round Base Plate Stress(Rev G)-V1 09 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 APPENDIX E Flange Bolts & Flange Plate Analysis 9/5/2018 FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 29ft 48780-EAST ORIENT POINT GPD Job M 2018720.21 TNX Reactions Bolt Information Plate Information Moment(M) 224.90 k-ft Diameter: 1.25 in Diameter: 38 125 In Axial(P) 11 03 kips Net Tensile Area 0.969 int Thickness 3.5 in Shear(V) 5.52 kips Bolt Circle: 28 in FY 50 ksi #of Bolts 6 e: 5.5147 in Bolt Grade A490 11. 5 In Fu 150 ksi Flange Bolt Capacity: I=n[(db/2)2/4+(BC)2/8]= 58859 int Tmax=[12(M)(BC/2)/I]-(P/n)= 62.35 kips //f o dn>,\ V_.=(V/n)= 0.920 ksi / I Fub= 150.000 kips C�Rni=F.A 109.013 kips \ (�R_ 0 451`bAb= 62.13 kips / Adjusted 4)Rpt 109.00 ` Interaction Capacity 0.5720599 Bolt Capacity= 57.2%CK Flange Plate:(Spoke controls) Mp=Tmax(e)= 343.87 k-in / S=w(tp2)/6= 10.208 in' Z=(S)x1.5= 15.313 in3 Mn=FYZ= 76563 ksi Mpallow b=( Mn'- 689.0625 ksi noit cl—%. <nc> Upper Plate Capacity=1 49.9%CK Plate Dl—ter FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 59ft 48780-EAST ORIENT POINT GPD Job M 2018720.21 TNX Reactions Bolt Information Plate Information Lower Plate Information Moment(M) 1 57.88 k-ft Diameter: 1 in Diameter: 21 in Diameter: 21 in Axial(P) 1 3.601 kips Net Tensile Area 0.606 m Thickness: 2 in Thickness: IS in Shear(V) 13.181 kips Bolt Circle: 18 in Fy: 50 ksi Fy: 50 ksi #of Bolts 6 e. 2.3998 in e. 1.047 in Bolt Grade A325N W: 5 in W: 5 in Fo 120 ksi in 7.0625.m Flange Bolt Capacity: I=n[(db/2)2/4+(BC)2/8]= 24338 int Tmax=[12(M)(BC/2)/I]-(P/n)= 25.08 kips ( /n)= 0.530 ksi Vmaz= V x (b) / F„b= 120000 kips 4)Rnt=F.bA.= 54.540 kips (�R„f 0 45F„bAb= 31.81 kips / Adjusted i�Rnt 5453 Interaction Capacity 045999799 Bolt Capacity= 460%OK ` Flange Plate:(Spoke controls) Mp=Tmax(e)= 60.20 k-in S=W(tp2)/6= 3.333 in' Z=(5)x1 5= 5.000 in3 M�=FyZ= 250.00 ksi Mpauow=C�bMn= 225 ksi nott cl—q( (BC) Upper Plate Capacity=1 26 8%10K /aioce nmmetP� Lower Flange Plate:(Plate controls) Mp=Cm_-(BC-inner radius)= 50.93 k-in S=wt2 a Z=(S)x1.5= 423 ksi M�=FyZ= 211.38 Mpa11ow (Wn= 190.238625 ksi Lower Plate Capacity= 26.8%OK r i Existing Flange Connection @ 69' ®® 48780-EAST ORIENT POINT GPD GROUP GPD Project#.2018720.21 OT Moment= 2614 k•ft Axial= 187 kips Acceptable Stress Shear= 133 kips Ratio= 1050% Flange Bolts Upper Flange Plate UpperStiffeners #Bolls= 6 Location= External Configuration=I None Bolt Type= A325 Plate Strength(Fy)= 50 ksi Threads Included?= Yes Plate Tensile(F.)= 65 ksi Boll Diameter= 0 875 in Plate Thickness= 1 25 in Boll Circle= 1425 in Outer Diameter= %in fit= 075 ¢i= 09 cl)�= 075 wcalc= 935 in wmax= 1250 in Tension 8 Shear(TIA-222-G-1,Section 4 9 6) w= 935 in F�= 120 ksi Z= 365 in' Ab= 060132 in' M„= 2618 k-in An= 0 462 in` $M„= 1644283 k-in �Rm= 2435 kips UP Capacity= 159%OK ¢R,,,= 41.58 kips ¢RM(adjusted)= 4158 kips V„b= 022 kips T,�= 1434 kips Prying Action Check N/A,top ganga thickness>tc Max Comp on Bolt= 14 96 kips Lower Flange Plate Lower Stiffeners Shear Capacity= *3Ti; Location= External Configuration= None Tensile Capacity= Plate Strength(Fy)= 50 ksi Interaction Capacity= Plate Thickness= 1 25 in Bolt Capacity= 345%OK Outer Diameter= 16 in wcalc= 935 in Pole Information wmax= 1250 in Shah Diann(Upper)= 10 75 in w= 935 in Thickness(Upper)= 0,375 in Z= 36 in #of Sides(Upper)= Round M. 26 181k-in Fy(Upper)= 42 ksi ¢Ma= 164 4283 k-in LP Capacity= 15 9%OK Shaft Diam(Lower)=P4. in Thickness(Lower)= in #of Sides(Lower)= Fy(Lower)= ksi GPD Flange Plate Stress(Rev GI-Vi 06 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID.48780 APPENDIX F Foundation Analysis 9/5/2018 r � Ilk Caisson Analysis 48780-EAST ORIENT POINT P 8 GPD Project#:2018720.21 GPD GROUP M v Generall_nfo --SollSOmmary(Req.¢5=1.3.3) Yd f HG Code TIA-222-G Mu= 47163 k-ft �5.+�M + Concrete Code ; ACI 318-11 Mr= 277552 k-ft $ k, \ nr, .,r t•�,p T'f.• �'ytl• Seismic Design Category D FS= 588 �, rF �'[ Max Stress Ratio i 105 Capacity= 22.6% Pass wt�re.� O Reinforcing Known? Yes nfr`.,.s�e,7�1� ✓ ' Modified? I No ,`�'�`?'s� i; �e._c•` --------- General Soil 7,ReinfoicmgSurfiffiary Ground Water 8,00'ft ¢Mn= 218161 k-ft , v -$+jj+1.5'sr�rt"V x, Sod Depth to Neglect 4 17`it Mu= 529.97 k-ft Ar y h Min p= 000500 il"�'r irk _ - Reactions _ Provided p= 000526 OK r t�g�:�%st"r ri A D Moment,M 471 63 k-ft Capacity= 24.3% Pass '.� ?74F,. r�� Axial,P I 1670 k 4 u?, ;t�+` $'z cr Shear,V 9 91 k �;,'r` •;;r i . ,».fir:jd t,, �Plerl_iifoirm_ation ;°i �.,� t rQ�`�i+ _ 'VN Pier Diameter t 55 ft �. F p�� 'L� � Pier Length Below Gra de 205 ft Distance Above Grade 05 ft _ +;•��'�„-t u vi Vertical Bar Size #9 r }•. t�5^,�y-Y 8' ��.V Vertical Bar Quantity Tie Size l #4 ft fc,= 3 ksi 1 .'is 4`•}::k fy= 60 ksi Diameter Clear Cover= 4936 m Soillnfo_ Layer Sol]Type Thickness Y,Pcf Cu,psf ¢ KP Top of Layer Bot of Layer Layer 1 Sand 6 105 0 28 277 000 6.00 Layer 2 Sand 15 .125 0 32 325 600 2100 Layer Sand 100 2100 2100 Layer Sand 100 2100 2100 Layers Sand 100 2100 2100 Layer Sand 100 2100 2100 Layer Sand 1.00 2100 �21. 0 Layer 8 Clay 0 00 21 00 0 Layer 9 Sand 100 13,100 0Layer 10 Clay 000 2100 0 GPD Caisson Analysis-V100 PROJECT INFORMATION SCOPE OF WORK ON CONCEALMENT POLE: (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED z WITH (6) NEW ANTENNAS. (12) EXISTING TMAs TO BE REMOVED REPLACED WITH d (12) NEW QUADPLEXERS. 0 YI - E AT GRADE: (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (12) NEW at&t a RRHs. (3) EXISTING DC2 BOXES TO REMAIN. INSTALL (1) NEW FIBER MANAGEMENT = BOX AND (1) NEW DC12 BOX. INSTALL NEW EMERSON NETSURE 512 POWER PLANT - D EQUIPMENT CABINET. 3 SITE ADDRESS KNIGHT STREET, PROPERTY OWNER M.G.H. ENTERPRISES INC. y SHOREHAM, NY 11786 ORIENT, NY 11957 m CONTACT BOB HAASE (631) 323-2424 SITE NUMBER: NYCENY1059 FA: 10107374 o LATITUDE N 40' 52 ,0.80" (NAD83) SITE NAME EAST ORIENT POINT LONGITUDE- W 72' S2' 59.27" (NAD83) 3 ELEVATION t0.0' AMSL (NAVD88) APPLICANT NEW CINGULAR WIRELESS PCS, LLC ("AT&T") o JURISDICTION TOWN OF SOUTHOLD ONE AT&T WAY LTE 3C WCS, 4C F I RSTN ET, 5C 850 TAX ID NUMBER SECTION: 15 BLOCK: 9 LOT: 8.1 BEDMINSTER, NJ 07921 t aUi o ZONING DISTRICT MARINE II STRUCTURAL REVIEW STATEMENT APPLICABLE BUILDING CODES AND STANDARDS CURRENT USE WIRELESS TELECOMMUNICATIONS FACILITY EXISTING CONCEALMENT POLE HAS BEEN EVALUATED FOR REPLACEMENT/ADDITION OF ANTENNAS, COAX SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS z NEW USE WIRELESS TELECOMMUNICATIONS FACILITY CABLES & EQUIPMENT AND NO MODIFICATIONS TO THE CONCEALMENT POLE ARE REQUIRED. ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ OPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN E RF DATA SHEET VICINITY MAP / DIRECTIONS THE DESIGN. 0 DATE ISSUED: TAKE GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST. THROGS NECK BRIDGE TO THE SPECIFIC REQUIREMENT SHALL GOVERN: 2015 INTERNATIONAL BUILDING CODE OF THE STATE OF N.Y. DRAWING INDEX REV• ONOWILLIAM ISLAND FLOYD PARKWAY PARKWAY UNTIL LONG THE END (STD 25A). MAKE LSSWAY EON L.I.E. 25A AND EXIT PROCEED PROCEED 0 ARTH ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70, NATIONAL ELECTRICAL CODE C (NEC) — 2008 v T-100.00 TITLE SHEET D RD. MAKE RIGHT ON RANDAL RD. AND PROCEED TO STOP SIGN (NORTH COUNTRY ROAD). MAKE A RIGHT FIRE / LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2007, SECTION 609 AND o = AND GO APPROX. 3/4 MI. TO REYNOLDS RD. TURN RIGHT ON REYNOLDS RD. TAKE NEXT LETT ON FIRE CODE OF NEW YORK STATE — 2010 a A-100.00 SfTE PLAN AND GENERAL NOTES D DUCHESS RD. AND THE NEXT RIGHT ONTO ROYAL WAY. PROCEED TO KNIGHT ST. AND MAKE A LEFT. cPROCEED TO THE END OF KNIGHT ST. AND ACCESS SITE THROUGH GATE ON THE LEFT. SECURITY LEVEL LIGHTNING PROTECTION CODE: A-101.00 WEST ELEVATION AND ENLARGED EOUIPMENT PLAN D 1CONTACT—YOU MUST HAVE A SUFFOLK COUNTY ACCESS CARD TO BE ON THE PROPERTY. CALL SCWA AT [NFPA 780 — STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, LIGHTNING o A-102 c 631-665-2653 TO INFORM THEM YOU ARE ON SITE. PROTECTION CODE 2008]. .00 ANTENNA INFORMATION AND PLUMBING RISER DIAGRAM D A-103.00 RRH DETAILS D SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. SUBCONTRACTOR'S AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE j E A-104.00 EOUIPMENT DETAILS D y AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION. E ANSI/TIA 222—G, 2005, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES & ANTENNAS v OF Aaa INCLUDING — ADDENDUM 1, 222—G-1, DATED 2007, ADDENDUM 2, 222—G-2, DATED 2009, ADDENDUM 3, m L ®G�- n��s "� 222—G-3, DATED 2013 AND ADDENDUM 4, 222—G-4, DATED 2014. y d ®�®�®� Y®� �� -[®0 -�j0�+ ®mom® OrientPOlntCountyParkD _ TA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. 30 �g B�y l�tla®6. .T ® "J��T10 s `1 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH 1+P ERO E 6 S 1 NOTED s; vd`p°, -'' RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM A w �g �„� - - IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. In �J �o r DATE: �'2�• B P 3 2 ZBA / IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION. s!� Orient Point Fer �h x41 �; - .., _ .r Z,w r �Vlii� 7 TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS. ® ►`�i FEE e R� - S f i ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION. n U NOTIFY BUILDING DEPAR I MENT AT ng Co-Neck__ zB � .--''y �`b" - _ _ ! FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS R o , TNIV Paddling 4 _. PlurnIMandf, ]'; OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE 765-1802 8 AM TO 4 PM FOR THE S �014Ad - t' AnimalD,seaseCenter � ¢; � THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC E kl ; FOLLOWING INSPECTIONS: L REQUIREMENT SHALL GOVERN. E DETAIL FOUNDATION - TWO EQUIRieD � �. Fourl _ asBev, ,t�'f,,ar,,,.z+,: 0 c E FOR POURED CC�NI�Ri=Tt~ ��pp,, '� - eU'y�� srn�: NT.S 2. ROUGH - FRAP,,IING & PLUMBING AREA OF g 0 WORK `', NEW YORK ONE—CALL PROCEDURES: F ,, "_— � ;= 3. INSULATION _ �� "~ `,, ` �� " CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE—CALL PROCEDURES BEFORE ANY 4. FINAL - CONSTRUCTION MUS I EXCAVATION, DRILLING OR BORING. U = $E COMPLETE FOR C.G. 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD ' THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. ppy ® 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS = ALL CONSTRUCTION SHALL BEET THE -- TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. a REQUIREMENTS OF THE CODES OF NE \1 SITE QUALIFICATION PARTICIPANTS � 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS' POSSIBLE TO THE N 0 ONE CALL CENTER. YORK STATE. NOT RESPONSIBLE FOR �' TITLE NAME COMPANY N nl BSS 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING DESIGN OR CONSTRUCTION ERRORS. ® A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA ARCHITECTS, LLP (631) 689-8450 AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK—OUT CREWS. 8 ENGINEER — — — 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY o � RECOMMENDED THAT THE TICKET BE UPDATED WORKING DAYS IN ORDER g CONSTRUCTION — — — RF PHIL LICHTENBERGER AT&T (631) 424-3041 TO MAINTAIN MAXIMUM PROTECTION OF TF} G 19 {TILITIES. ti PROJECT INFORMATION [`v�• C ` at&t D 9/IT/IB ISSl1ED FOR nUNG BS TY C WILLIAM F. COLLINS. AIA u C 0/O/IB REVSD BS Y MOBILE COMMUNICATIONS FACILITY � mO a s A R C II I T E C T S, LLP ��Q_� s e/s/,B REvsm Bs TY NN PlkO TITLE SHEET EAST ORIENT POINT /Vy` e j A B/1/IB ISSUED fOR PREIIYIN/JM REVIEW BS TY R 12 1% SET?.UIOiT.NY117D3 40200 MAIN ROAD � JJ a NO PATE REVSIONS BY CHR B NO SITE NO SNEET NUMBER CL m VOICE: 631-689-84150 DATA: 631-OSM459 ORIENT POINT, NY _ 0 L SCALE AS NOTm OES6NE➢ ORnwN Rr Bs : , 0 NYCENYI 059 PAGE Oto 00 6 5 F 6 4 3 26Cj[} OFN=m[,60021 DWG 22 z 34 D SIZE PSC= 5 NOTE1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY c 1 PROPERTY LINES AND BUILDING FOOT PRINT SHOWN ARE SCONTRACTOR - BECHTEL m APPROXIMATE, TAKEN FROM EXISTING TAX MAPS AND NOT BASED ON ^ b*q SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) .LN-. DIRECT PROPERTY SURVEY OWNER - NEW CINGULAR WIRELESS PCS, LLC (-AT&T-) 2 ANTENNA ORIENTATION /AZIMUTHS SHALL BE FIELD VERIFIED QQQ OEM - ORIGINAL EQUIPMENT MANUFACTURE 0 3 EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY / ]w. •2 PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO Z 4 LTE ANTENNA A2IMUTHS SHOWN ARE PRELIMINARY AND MAY NOT \ / v 4 y� FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN REFLECT FINAL RF DESIGN REFER TO THE LATEST RF DATA SHEET ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF o FOR FINAL LTE ANTENNA SPECIFICATIONS, AZIMUTHS,TILTS, ETC `�!� CONTRACTOR 09. h 5 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, v' REGULATIONS,AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE n v. PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS 3 � 4 DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. D s a 5 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS / 6 DELETED 7 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 0 8 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR qvF'?w� O y • z3 SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER �P� O $ 00'S y 9 SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING m \JQ c,•CP• + 3 e]° CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING SUBCONTRACTOR SHALL UTILIZE .+. EXISTING CABLE TRAYS SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR ROUTING o. EXISTING AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM �'CV �O PGS /�� QQ'� d OF BENCHING SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE TOISEXISTING ING &AT&T ELECTRIC RIC ANEL MO NCAL METER AND ITEDNONCEXISTIING SUPPORT ELEVATED \cj �� C.� m !!, 10 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND C0 EQUIPMENT PLATFORM OCG \, N + S STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF o OWNER c r � `5. �r„� 1•. T a/ �y 11 SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL .0 EXISTING 14•-0" HIGH X V-0"WIDE EASTERN RED �+- / m �(c 91, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO CEDARS 0 6'-0" 0 C, TYP OF (9) Bp m � 2 %�?. � + m m +� a� THE OWNER'S DESIGNATED LOCATION m 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION a m ' + 3 y"•` m EXISTING EXISTING t EXISTING AT&T EQUIPMENT CABINETS MOUNTED ON " me i w4 MARINA A.ry 13ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) •� EXISTING ELEVATED GALVANIZED STEEL PLATFORM '3 \ [P 301 m 14 ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE C EXISTING AT&T 90'-0" HIGH RIF J��4 + REQUIREMENTS ,a F COMPATIBLE CONCEALMENT POLE �( a 0 G �d 'a / 15 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS O /+ 16 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3AP5-AOOZ-00002, "GENERAL CONSTRUCTION o m P4�Q- �O e 4P ''n .yo6•� i/ SERVICES ti �1TJG� O 17 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK o c CS J4' / .YQJf- / ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED SUBCONTRACTOR •� 4a + SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH m /pA" yb / CONSTRUCTION (`C\& , 18 THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION ANY CONSTRUCTION WORK BY SUBCONTRACTOR _ SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION ANY WORK ON EXISTING EQUIPMENT MUST BE +/ �Q�� W NDOW UCOORDINATSUALLYHIN CONTRACTOR LOW TRAFFIC PERIODS RAFTER Y MIDN IG TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE ED 19 SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND Q ? CAZ�T �p 5 HIGH LEVELS OF ELECTROMAGNETIC RADIATION EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY NN4c � WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE ymC� PWORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS / f (�UE Or NaoNS 6'' `EXISTING r r /+ ID �� L MARINA O to % /+ CR B 0 0 0 Ln 7F40 +� � E2x��t � A� G // PROPERTY LINE,TYP c n a y + E �, a �+ c 0 NO�1+11 er v/+ EXISTING BOAT LAUNCH RAMP 348 41 E a a1 m C SryOO EXISTING BULKHEAD F + 0 ` N EXISTING SHORE INE 0 0 l S39- EXISTING EXISTING BAY ENTRANCE N C ` C N C a � 0' 10' 20' 40' cSCALE-- SITE PLAN = 20'-O- NO 2 GENE A 1SCALE-- 1" m 20to E r �� Cjv m PROJECT INFORMATION ULf1 L 8t&t t WILLIAM F. COLLINS. AIA D 9/i]/IB S50mFOMFlNG es ru y / Q YIN p} MOBILE COMMUNICATIONS FACILITY t A R C H I T E C T S. LLP }�� I'/° ° ED °° EAST ORIENT POINT ` � I E PLAN AND GENERAL NOTES a a/°/i° RcvacD es n Nu m o 12-1 TCCIINOLOGY DRIN E SETAUKET.NY I I T3 / //ie asum FOM PREL NNM MEvcw es u II • 40200 MAIN ROAD �/ No ow R I-S w CHK• RD I/ J 8 N SffE NO SHEET NUMBER n VOICE: 611-639-8450 DATA: 671-689-8459 ORIENT POINT, NY ��.-/ A-100 00 V $ Sw a NOM DEsiDNSD DRQ-Rr es NYCEIII Y1059 PAGE 2 OF 6 p � O DFN=SN(160.021 DWG 22 X 34 D SIZE 6 5 4 1 3 2 PSD= OF N�� m c � 70'-0't AGL L °1 T.0 NEW HF COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") o (6) EXISTING AT&T ANTENNAS TO BE REMOVED AND NOTE Z 67'-0"t AGL REPLACED WITH (6) NEW ANTENNAS (6) EXISTING TWIN NO ADDITIONAL COAX/POWER/FIBER CABLES ARE NEEDED RAD NEW AT&T ANTENNAS DIPLEXERS TO BE REMOVED AND REPLACED WITH (12) EXISTING MESA SPAN CABINET MOUNTED ON EXISTING c NEW EMERSON NETSURF 512 -48V DC POWER SYSTEM p NEW QUADPLE%ERS WITHIN EXISTING CONCEALMENT POLE AT&T ELEVATED GALVANIZED STEEL PLATFORM m CABINET ATOP EXISTING AT&T EQUIPMENT PLATFORM FN_ C n EXISTING 90'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT c MONOPOLE EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT EXISTING AT&T TELCO AND ELECTRIC CONDUITS TRENCHED D PLATFORM TO EXISTING AT&T HANDRAIL MOUNTED TELCO PANEL UNDERGROUND FROM EXISTING UTILITY POLE#35 AND 3 711 EXISTING AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN EXISTING AT&T ELECTRIC METER AND DISCONNECT TO C 57'-0"f AGL EXISTING AT&T MONOPOLE EXISTING AT&T TELCO AND ELECTRIC PANELS MOUNTED ON RAD NEW AT&T ANTENNAS EXISTING AT&T EQUIPMENT PLATFORM d m EXISTING PURCELL CABINETS STACKED EXISTING BBU TO - TO BE INSTALLED IN EXISTING PURCELL FLXI6WS CABINET EXISTING 400 SO FT AT&T FENCED LEASE AREA d t al . m EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING EQUIPMENT PLATFORM HANDRAIL 0 a° h`lr%/)i f( Q ,J (�\Iv`l�J (�\! J (��(\�•l J �� w `f y ��_.�r��` J� .1�L11y' r� �'� �1� D6PEXISTING LEXERS TOBE RRHs REMOVED AND(6)TWIN ��lLl J r1�/ JL� �r1/ ��j v /�1�,� <'rl/ �, m WITH (12) NEW RRHs AND (12) NEW �(�J/1 (� 1 (�� ) (rJ I EXISTING AT&T EQUIPMENT CABINETS r`�(� J MOUNTED ON EXISTING ELEVATED c QUADPLEXERS MOUNTED ON UNISTRUTxY x x x xx—x x— _�L� j^„ GALVANIZED STEEL PLATFORM,TYP SECURED TO EXISTING AT&T ANTENNA CABLE >+ (1) EXISTING AT&T LTE,GPS UNIT MOUNTED TO EXISTING SUPPORT RACK FRAME \1\ m o EQUIPMENT PLATFORM HANDRAIL BEYOND EXISTING AT&T TELCO AND POWER x ``'�) a Z EXISTING AT&T MESA SPAN CABINET MOUNTED PANELS MOUNTED TO EXISTING �' is 0 ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM HANDRAIL I �� 7//1Ly E EQUIPMENT PLATFORM BEYONDZ. �`�C �_ (6) EXISTING AT&T RRH.AND (6) t (1) EXISTING AT&T E911 GPS UNIT MOUNTED TO ■ TWIN DIPLEXERS TO BE REMOVED AND T m EXISTING 90'-0" HIGH AT&T RF I _� c c EXISTING CABLE ICE BRIDGE POST g �1� REPLACED WITH (12) NEW RRH.AND - COMPATIBLE CONCEALMENT MONOPOLE _ (12) NEW OUADPLEXERS MOUNTED ON Q EXISTING AT&T ELEVATED CABLE ICE BRIDGE EXISTING r-x 6� CAUMTSRNET 24 VDC CARNET BATTERY I teJ/I-)�) UNISTRUT EXTEND EXISTING H-FRAME C v - ¢ ■ J RACK AS REQUIRED (9) EXISTING 14'-0" HIGH K 6'-O" WIDE EASTERN EXISTING AT&T ANTENNA CABLE SUPPORT MONOPOLE �� ° Q RED CEDARS ® 6'-0" 0 C BEYOND RACK FOUNDATION m 14'-0"t AGL EXISTING AT&T OUTDOOR EQUIPMENT \ R RR RRH RR R RH RRH R H R RR RR RR �'B Z5 p T O EXISTING SHRUBS BEYOND ¢ CABINETS MOUNTED ON EXISTING L j C GALVANIZED STEEL ELEVATED PLATFORM r A A A A J (/�J)�l o c x x—x—x °x—x—x x x mOL TO-OEXISI ING FENCE AND TO EXISTING EXISTING AT&T 13'-O" HIGH CHAIN LINK EXISTING AT&T ANTENNA CABLE UPPER ICE BRIDGE ¢ FENCE WITH 4'-0" LOCKABLE GATE (6) EXISTING AT&T ANTENNAS SUPPORT RACK FRAME d TO BE REMOVED AND EXISTING AT&T COAXIAL ANTENNA CABLESIlIz E Illn REPLACED WITH (2) NEW ROUTED THROUGH EXISTING ELEVATED ICE .po p TO EXISTING AT&T EQUIPMENT CABINET A. ANTENNAS (6) EXISTING TWIN BRIDGE TO EXISTING MONOPOLE (/�✓/�� U TRIPILE XERS TO BE REMOVED y AND REPLACED WITH (12) NEW FIBER MANAGEMENT BOX AND DC12 BOX (STACKED) MOUNTED TO p t EXISTING GALVANIZED STEEL ELEVATED NEW QUADPLEXERS WITHIN EXISTING UNISTRUT EXTEND EXISTING w m T 0_ QUIPMENT PLATFORM EXISTING CONCEALMENT POLE H-FRAME AS REQUIRED EXISTING LOWER ICE BRIDGE c EXISTING 13'-0" HIGH CHAIN LINK FENCE N EXISTING AT&T E911 GPS UNIT MOUNTED mFF IF a_ WITH 4'-0" LOCKABLE GATE AND GREEN ISTING CONCRETE PIER,TYP OF (6) TO EXISTING CABLE ICE BRIDGE POST AGL 13t AMSL 'PERMAHEDGE' PRIVACY SLATS t N T O EXSITING AT&T EQUIPMENT PLATFORM L TIONS ° a EXISTING AT&T ELEVATED ICE BRIDGE 4) Lp EXISTING AT&T EMERGENCY GENERATOR RECEPTACLE m MOUNTED TO SIDE OF POWER PANEL (9) EXISTING 14'-0" HIGH X 6'-0" WIDE EASTERN RED o li CEDARS ® 6'-0. 0 C mN 4'-O"f AGL 12'-0"t AMSL 3'-10"t AGL11'-10"t AMSL v B 0 EXISTING AT&T EQUIPMENT PLATFORM T TO NEW CONCRETE PIER (FLOOD LEVEL) -+ = c n o n U = o E m GRADE I I I I m I c n EXISTING MONOPOLE FOUNDATION I I I I I I m I I I T—T—T—T- 4—TAT T c E EXISTING AT&T GALVANIZED STEEL DUNNAGE I I I I E —E E —E E —E (—r E —E —E v . RAILING AND STAIR I I I I I I I =o 0 I I I I I I y Y I I I I I I u L_ -iL--J NOTE NOL p N EXISTING 24V RECTIFIERS 5 1 REMOVE 24V-T048V CONVERTER UNIT AND TRANSFER ALL 48V LOADS TO A NEW 48VDC ° REQUIRED 24V RECTIFIERS 4 EMERSON NETSURE 512 POWER PLANT INSTALL RECTIFIER AC FEEDS AND BREAKERS TO E EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET EXISTING 48V RECTIFIERS 0 EXISTING BREAKER PANEL ITS ACCEPTABLE TO REPURPOSE UNUSED 24VOC RECTIFIER CIRCUIT d c ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT PLATFORM TO EXISTING cpi AT&T HANDRAIL MOUNTED TELCO PANEL REQUIRED 48V RECTIFIERS 7 POSITIONS SIX(6)NEW RECTIFIER DROPS NEEDED FOR THE 48VDCPP .y EXISTING 24V CONVERTERS 4 2 INSTALL(7)48VDC RECTIFIERS AND(0)48-TO-24V CONVERTERS t p REQUIRED 24V CONVERTERS 0 3 BATTERY CABINET IS NOT REQUIRED PER AT&T SPC TOOL(3)48V 180AH BATTERY STRINGS I-- = EXISTING 48V CONVERTERS 0 m WILL PROVIDE 4+HOURS OF RESERVE TIME EXISTING AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM REQUIRED 48V CONVERTERS 0 m E 4 TURN OFF(1)EXISTING 24VOC RECTIFIER FOR A TOTAL OF(4)24VOC RECTIFIERS(N+1)ON 0 o EXISTING UTILITY POLE X35 TO EXISTING MESA SPAN CABINET N c c y EXISTING AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T METER AND DISCONNECT SUPPORT RACK TO EXISTING AT&T ELECTRIC PANEL MOUNTED TO oT N EXISTING ELEVATED EQUIPMENT PLATFORM HANDRAIL co 0' 4' 8' 0' 4' 8' pE WEST ELEVATION ENLARGED EQUIPMENT PLAN ��° �'�c "=,'-D" A E •� SCALE: 1/4'=1'-0' 2 SCALE: 1/4•m1'-0• ER E r v PROJECT INFORMATION: Q WILLIAM F. COLLINS. AIA D 9/I7/I8 SSDED FOR Fl NG g5 Y ( 7(� �/at&t -. MOBILE COMMUNICATIONS FACILITY ��+ 8/13/la RE�sED BS x L} - m Q A R C H ITE CTS• LLP GQ7C_ a a/s/le R EAST TV u s EST ELEVATION AND o - EAST ORIENT POINT t d A 8/1/18 ISSUED FOR PREWdINAW REVIEW as rY Il LARGED EQUIPMENT PLAN w o 12-1 TLCiP70LOGYDRIYE SETAUF ET,NY ilia 40200 MAIN ROAD a m VOICE: 631-689-8450 DATA: 6a1.689.8459 ORIENT POINT, NY .- ND Dnc REvsloNs a cNR e SITE rvo SHEET NUMBER , 01 00 °, t s—AS Norm DESIGNED DMw BY as Q jk NYCENY1059 PAGE 33 OF 6 OFrv=srv[16o.027 owc 22 X 34 D SIZE 6 5 4 1 3 2 OF N PSD= -- Top B9 ttoTYs t I LTE 70QIpf85Qj190D/AV61SAVC% Ur,S&W d€IM 700(Q/Ep 'LTE►acs TOP CAP, BY OTHERS r -_ ..,_. �... ,. ]7�EAJ�j . , .Z ANTENNA MOUNTING -� BRACKETS BY OTHERS,TYPc3,-��o-DETAIL Br �J*LANTENNA MOUNTING BRACKETS BULKHEAD, BY OTHERSTO BE PLACED AS NEEDE ANTENNA MOUNTINGI RET - RET n BRACKETS BY y OTHERS, TYP U 0 I I 5" 0 D MAST • 0 t ANTENNA MOUNTING 3 m BRACKETS BY OTHERS,TYP W ym 13 y I SPIDER FLANGE BY OTHERS L m -V" e cm mwonk O I I "ZF AM XM LNL: .'FYI 6°-+3 .FhF Life wSN 1Y ii:8 AS aaa AAA ShCJ ANTENNA MOUNTING I �S1C$$tl°rf m w BRACKETS TO BE ,n PLACED AS NEEDED DETAL•ANTEM A WILNTNO a SCALP ILII E O COAX CABLES-6 �g Can�Dt c ®` cable o ¢ 3ET m a DETAL V•MOUNTM PLATE IContol m SCALB PLT.° Cn33e O U d y y O C NO , T,nPOLLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE THE Tg»cr E WEIGHT OF THE STEER POLE THEY DO NOT REFLECT THE — — — — — — — — — — — — — — o_ — ,— — — ® — - — — — - E WEIGHT WITH ANTENNAS AND CABLES. m 0 2.PRIOR TO FABPoCATION OF THE MATING FLANGE,VERIFY WITH ka:*a'}LT'T o _ MANUFACTURERS TIS DIAMETER AND THICKNESS. " �' aGl6� ,cEfUnG{ac� 4e®ei !rrrt�ipeYer W m .o 11 � :p•^ P w—R T%>< aL'. /ID T� 6.^ ®R E &'� r� 'r 63 Bn�i80 r'P• ANTENNA MANUFACTURER QUINTEL OUADPLEXER MANUFACTURER COMMSCOPE i may, WA wn , , m c MODEL NO. CIS6658-3 MODEL CBC782123-DS QUADPLEXER d WEIGHT. 55 0 LBS WEI-GHI 13 0 LBS J I f m N EO � N� BOTTOM VIEW 2.44' o I f31i 816?i"4 �� Jln B$.'cFi 'Aid f�1� o left � a ca c v n SIDE VIEW d FRONT VIEWo �17H nTL:Ok O O O O � y « O O c � TOP VIEW o rr Maim E c y O O e F, o �. 4,lllil: Yi N co E ^ 0 o FRONT VIEW SIDE VIEW TOP VIEW ALU 9926 a i-"' AtY3�9"Suomt — D LTA N N �— ° ANTENNA INFORMATION A ,��tD Agcy � _ c SCALE: 3/4•-7°-0- E t � DER A O P U PROJECT INFORMATION o s/n/le issum rox�uNc es Tu N ��w 1�1 at&t WILLIAM F. COLLINS. AIA IMOBILE COMMUNICATIONS FACILITY b p, � °+ C B/IJ/IB Revsco BS TY I N A R C H I T E C T S. LLP p o a EAST ORIENT POINT �( s e/s/,e REhsm as TM - 'C'1 ANTENNA INFORMATION AND rn > 12-1 TECIINOI.OGYDIUIT SETAL�T^NY 11733 40200 MAIN ROAD A 8/I/IB scum ron rNeuYiN N Ne Ew as u Nu it PLUMBING RISER DIAGRAM �m 1' r. a ea VOICE: G31-689-8d5D DATA: G31-GS9-3A59 ORIENT POINT, NY .��,,,s NO wn R—Ns 8, aN B;N SITE NO SHEET NUMBER CL U r SCALE AS NOTED oEslcnm YRAwN er as ] NYCENYI OS9 PAGE 40 OF00 J DFN=SW[16D.021 DWG 22 z 34 D SIZE 6 5 4 ? 3 2 F PSC= F N i, c m L WIDTH L r ' 0 z o o WIDTH o yy O w O n (3) EXISTING DC2 BOXES (=7 o F e e c SECURED TO EXISTINGw o = e e D UNISTRUT RACK ———— = — d \ U / \ FRONT NEW m ! n SIZE AND WEIGHT TABLE s I I\ NOTES- RRH I WIDTH I DEPTH jHEIGKr IWEIGHT W/O BRACIO 3 1 I\ 1. USE 1/2'COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. RRH 4T4R B5 1BOW AHG 1 1 \ 2. THE RRH CAN BE MOUNTED IN FOLLOWING STANDARD CONFIGURATIONS: (WOH SOLAR SHIELD) POLE-\\ ----- / \\ SNALLMPOTE'NOOUNTED UNf KIT USING(2 UFACNR RECOMMENDED APPLICATIONS) RRH 4T4R 55 15UW AHG 11.6' 6.5' 133' 35.2 LBS. LARGE POLE MOUNT KIT(6'- 15•DIAMETER) (WITHOUT SOLAR SHIELD) WALL-MOUNTED(DIRECTLY OR INDIRECTLY USING A UNLSTRUf SYSTEM)(6) EXISTING RRH.TO BE REMOVED AND REPLACED WITH NOTE: � \ (12) NEW RRHs MOUNTED TO EXISTING UNISTRUT RACK 1. USE 1/2'COAXAL.CABS W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. °c \\` � \ SIZE AND WEIGHT TABLE WEIGHT(W/O MOUNTING m \\ \ (6) EXISTING TWIN DIPLEXERS TO BE REMOVED AND RRH WIDTH DEPTH HEIGHT BRACID:IS) \\ \\ REPLACED WITH (12) NEW QUADPLEXERS MOUNTED TO w \ EXISTING UNISTRUT RACK EXISTING P1000 UNISTRUT RRH T125 RRH 4X30-4R \ TO BE EXTENDED (WRH SOLAR SHIELD) 120• 72' 21.Z' S31bx. E w \♦ \ c c c Q \ _ D DC12 0 1]CZ. DC i DC2 D D D O C \ S25 RRH DETAIL 4T4R B5850 RRH DETAIL 2 SCALE ,•=,•-0' 3 SCALE: 1'=1'-O' 0 0 0 0 0 0 O U m '6 WIDTH 11 O C V O O O y N D c L WIDTH L p E E o FMB 0 RRtl. RRH RRH ,2�RI RRH RRH RRH RRH RRA RRH RRHRRH a O U o � o r o 0 C U N N m GROUND BAR 10 w w w_ U n o (12'NPLx2k1/47 0 o D o ALCATEL-LUCENT 812/814 m ➢UdL BBH M � = LTE REMOTE RADIO HEAD Z N (BBtll O1 U d - g n U c a .- to caNEW FIBER MANAGEMENT BOX AND EXISTING ELEVATED AT&T DUNNAGE PLATFORM FRONT E DC12 BOX (STACKED) MOUNTED TO o E%I STING UNISTRUT EXTEND EXISTING Al CATEI-WCENr WCS 4X25-WCS,- c c H-FRAME AS REQUIRED SIZEAND WEIGHT TABLE RRH FRONT NEW REIJOTE RADIO Hf7�0(�Hl m c E RRH WIDTH DEPIH HEIGHT WEIGHT W/O BRACKET d 0 w o RRH 812/B14 DAUL RRH _ _ _ _ HEIGHT W/O CABLE WEIGHT $ m WTH SOLAR SHIELD) RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET = NOTES RRH B1 14 DUAL RRH 15.4' 8.4' 28.7' 101 LBS. RRH (WCS) E (WTIHOUf SOLAR SHIELD) 12' 8.7' 31.5' 70 LBS. c 1 SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT (OR EQUIVALENT) MOUNTING CHANNELS - 4x25-4R u c 2 SUBCONTRACTOR SHALL SUPPLY (BUT NOT INSTALL) 3/8" 0 UNISTRUT BOLTING HARDWARE AND NOTE: NSPRING NUTS TYPICAL OF FOUR PER RRH SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE 1. USE 1/2.OOAXIAL CABLE W/7/16 DIN MICE CONNECTORS ON BOTH ENDS u AND HANG FROM INSTALLED UNISTRUT FRAME y c 3 SPACING MAY VARY BASED ON SELECTED EQUIPMENT ADJUSTMENTS TO SPACING WILL BE MADE t o N BY RRH INSTALLER Dr E 4 THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE _ N C 5 NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED L5 L C j O ° EQUIPMENT RACK DETAILS B12 B14 DUAL RRH DETAIL t- -4RWC8 RRH DETAIL a •c SCALE: 3/4• = 1'-0' 4 SCALE 1'=1•-0' '''� S E 0- E r 1 t r PROJECT INFORMATION v�� 2 T18 at&t D 9/1J/IB WS M FOR-NG as WILLIAM F COLLINS. AIA 1 MOBILE COMMUNICATIONS FACILITY ani/1a RE„s. as NM I mQ A R C H I T E C T S, LLP �� s N o 1 o EAST ORIENT POINT r /s/ie REHseD as u x r H MOUNTING DETAILS AND Lm c 12 11'ECIiNOLOGYDRIVB SETALIKET,NY lIT3 a/,/Is SSDEO FOR PRE NINAW REV EW as II 1 D EQUIPMENT DETAILS a A VOICE: 631-689-8450 DATA: 62,1-689-8459 40200 MAIN ROAD ORIENT POINT, NY �UP` No oAE REV SIDNs B SITE NO SHEEPfNUMBER� U A SCn As NOi DESIGNED DRnwN er s 74 NYCENY1059 pgG .F-103 00 6 5 4 3 2 �C` b .� .FN=STV[160,021 DWG 22 z 34 D SIZE OF N �y P50= l ss so• ®C12-X88-60-0-25E AT&T No.NE0.15917 ' 7777-- 82.90• IEf�iNlcdL_SI�SdEif�S 0 DC POWER SYSTEM FEATURES r NOTONAL SYSTEM VOLTAGE -48VDC OR+24VDC CONTROL MICROPROCESSOR(ACU+) m RATED OUTPUT CAPACITY-MAXIMUM OONFIGIJRAT10N SYSTEM 550 AMPS AT-49VDC PLUS REDUNDANCY �, E 400 AMPS AT+24VDC PLUS REDUNDANCY n I REcnF1ER - I CONVERTER 12DD WATTS(50A),-48VDC TO+24VDC _ I DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-49V BULLET POSITIONS `'►' ^'` "$'�" s ' ~ (BOTTOM) (30)-48v BULLET PasnoNs i 1maeNMIENTeL , OPERATING TEMPERATURE -40'F TO 115E(-40C TO 46C)CONTINUOUS OPERATION y / HUMIDITY OX TO 95%RELATIVE HUMIDITY,NON-ONDENSING d / NEMA ENCLOSURE 3R THERMAL o i4E ea ea Sillustration to idenbiy =''"r•, �„_ m POWER CHAMBER 2500 WATT DOOR-MOUNTED HEAT EXCHANGER. _ 2RU AVAILABLE SPACE FOR SURGE PROTECTION base POR r TOP NEW BATTERY CHAMBER FAN COOLED.FRESH AIR VENTILATION. Assembly Dafininnns HOLDS UP TO(3)BATTERY STRINGS 3 39.02• 31.87' -EQUIPMENT iTGROUND BAR10 POSITIONS ,ar.' m • TERMINAL BLOCK 12-POSITION PHOENIX ALARM BLOCK, xT i t -POSITION PHOENIX MARY BUNCHING BLOCK 3.00• SAFETY 1{:.:1., .. -, A,n. d 32 • I I • ' i.a'.^�i�...y.;5, b race 4.�:: 1 YST DC POWER SEM UL 1801 LISTED(US R CANAOIU,NESS LEVEL 3 c \ i ,' l Wk: Da ENCLOSURE GR-487.UL 60950,AND SEISMIC ZONE 4 CDMPUANi C � A'" ' �" t .e >, OUTDOOR NetSurew 512 8161ba(W/0 BATTERIES) 2'GondUit 2'Candult or 'o 23001be(W/GNB BATIERSS) Ground Ground m 1 t PLINTH TBD � `""°"^M«= CLEARANCES m FRONT 38' *'.,. ,� LEFT AND RIGHT 0 More_ „ ^ + REAR 12• Optional glands end'alse rts m ^ are Xncludad Sn hardware kit c Q 17.50• shipped wF9hthe 62 _ t t D'GT2-48-5D-0-25E. 'x "'°iai.-i.'»;'_ �.._ C 7.14• 3.50' 3 0'/(6 TYP) m ° ° rE C OVP DefinitiooTa O C •L < y "O o LEFT SIDE VIEW FRONT NEW E o � E e ° _ l .aOsrJan 01 tQmnmm a UOPTIONAL PLINTH t - - br 112 rmWtd@ mrrrNClun '\ o o 4.46' 2284' i y EMERSON NETSUKE 512 31.n' m 0 —483/4 -0'V DC POWER SYSTEM MOUNRNG TEMPLATE r_ fit♦ 5 �' 1 J TI11ca 313R2131M.smarq main SCALE: •= 1' ° � { ,� .1 '� _ r5lsn.ail l2 rrodWc,s a-a p`'1CdFr2d ca m ` � 0.e `�^.� •,` ,\` I I4ab i�B*aF"diB pKSr o ° O �'�.�ti. a c,o.e.E.Y.me Nn�rro. B n o Ira2s4'1r E ° O O a 0.0EE�BF0.G L�2-aYYTON ; -03-0z2-aid G141M.m Yu 3awim <m rcrs9. ?AST11nmKilrf713XIIXXxropmt ' c E - 4 magma cm leacm o ' \ m 'co O O cO ,\• I C kness mn 12 n100078(0 �e A C � 0 0 s^.i9meet a2f,TJI'3tm IDT of TJdlsp Cerin-aldlr=IrYO=7711YdTE O O ame"V,PA L'iS gamma rr110.Te. — U y C F FRONT VIEW SIDE dlW m E FR-15-ABOX FMB o `o N C C � v ° 2 FIBER MANAGEMENT BOX 3 DC12 DETAILS �, ;� A Ec SCALE: 1" m 1'-0• SCALE 1- 1' 0- .� C E DER Alf >, r PROJECT INFORMATION \; c pOpH D nL1NG BS TY �y at&t WILLIAM F. COLLINS. AIA 9/17/1. I—ED FOR MOBILE COMMUNICATIONS FACILITY ./M/1. REMsm s AY + m Q A R C H I T E C T S. LLP } � D ¢,_ y gr EAST ORIENT POINT ` B ./9/18 RENsm Bs T (4 i � � � i t wIL1 EQUIPMENT DETAILS p A B/I/19 I—ED roR PRE4Y1—REVIEW Bs c0 12-I TGCII�IOLOGY DAVE SETAIIF:ET.A1Y L1733 40200 MAIN ROAD No mm R-1— a cB N SITE NO SHEET NUMBER VOICE: 631-6398450 DATA: Cu1�S9$459 ORIENT POINT, NY p' 1`er s 4 NYCENY1059 ppGE fi OFOO U « cuF.as Norm DEsicNm °RnwN Bs 6 5 4 3 2 IFN=STV[160,02) DWG 22 x 34 D SIZE `� N PSI=