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Home My WebLink About48853-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE d„ 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 #: 48853 Date: 2/2/2023 Permission is hereby granted to: Our Lady of Grace RC Ch ......................__ .... .......... .... __.. ._. ............. PO BOX 425 Fishers _ ................ _ ........... ... rs Island NY 06390 .............. ....___aw...... To: Make modifications to a wireless communication system to include new antennas and antenna-related equipment as well as construct a new ground-level equipment compound to an existing church building as applied for per Planning approval (Verizon). Additional certification will be required. At premises located at: Oriental Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-7-11.1 Pursuant to application dated 1/13/2023 and approved by the Building Inspector. To expire on 8/3/2024.___.' Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CERTIFICATE OF OCCUPANCY $50.00 ..........................._.....................................m.. Total: $550.00 ......... ...m___ 2b.-I................... Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT !0�-tol ea6 'oo Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 6��ta "Iw � o. oriloltltrni1 .�e p ( ) ( ) �.w".. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: —J� Applications and forms must be filled out in their entirety.Incomplete R JAN 13 2023 applications will not be accepted. Where the Applicant is not the owner,an 8111 U1: Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Our Lady Of Grace Church SCTM#1000-9-7-11 .1 Project Address:233 Alpine Avenue (a/k/a Oriental Avenue & Ettrick Avenue) Phone#:(631 ) 788-7353 1 Email: Mailing Address:Alpine Avenue, Fishers Island, New York 06390 CONTACT PERSON: Name:Jessica Zalin, Esq., Amato Law Group, PLLC MailingAddress:666 Old Country Road, Suite 901 , Garden City, New York 11530 Pnone#:(516) 227-6363 Email:jzalin@amatofirm.com DESIGN PROFESSIONAL INFORMATION: Name:Structural Consulting Services, P.C. Mailing Address:67 Federal Road, Brookfield, Connecticut 06804 Phone#:(203) 740-7578 Email:jfahey@scs-pc.com CONTRACTOR INFORMATION: Name:Cel Tech Electric, Inc. Mailing Address:289 Hendrickson Avenue, Lynbrook, NY 11563 Phone#:(516) 599-1144 1Email:Ginagenti@celtechelectric.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other collocation of public utility wireless communication facility Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION Existing use of property: church and pu is uti i y wire ess d d t Ineneuse of t propery: communication facility same as existing Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-80 this property? DYes ❑No IF YES, PROVIDE A COPY. ❑ Check fox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. New York SMSA Limited Partnership Application Submitted By(print ripe -' d/b/a Verizon Wireless ®Authorized Agent ❑Owner Signature of Applicant: By, Date: Name: Robes Czaiawski STATE OF NEW YORK) Title: Network Engineering- Real Estate SS: COUNTY OF Nassau ) Robert Czarniawski, on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the lessee (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 day of z222.nJ0 , 202 Z INDIA DECARMIN r NCTAR7PUBLIC-STATE OF NE 9 YORK Notary Public No,02DE5060491 Qualified in Suffolk County My PROPERTY rnrn� ��n I (Where the applicant is not the owner) on behalf of Our Lady of Grace Church residing at R3 3 / v1 L. ll✓e New York SMSA Limited Partnership i4-5 � � do hereby authorize d/b/a Verizon Wireless to apply on 7. mv'behalf t the� wn of Southold Building Department for approval as described herein. 011r La y ofrace urbh Owner's Signature Date Print Owner's Name &Title J 2 " I F1 4x BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD `f Town Hall Annex - 54375 Main Road - PO Box 1179 Olt Southold, New York 11971-0959 41, Telephone (631) 765-1802 - FAX (631) 765-9502 µ Po rogerr@southoldtownny.gov — sea nd southoldtownn . o APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Fast Track Electric Corp. Name: Ed ardo Descal o License No.: 47,7-,, email: 3065 Lawson Avenue Oceanside New York Address: 11572 ' Phone No.: (516)543-4003 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: ri nt v u Phone No.: Bldg.Permit#: `f a 5 5.j email `zaiin amatofirrn..com Tax Mae District: 1000 Section: s Block: 7 Lot: 11.1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Applicant proposes,to coGlocate a ublic utility wireless communication -w a or ora ed herein. Circle All That Apply: Is job ready for inspection?: XRR/ NO Rough In Final Do you need a Temp Certificate?: XR9 / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT-QUE WITH_APPLICATION Request for Inspection Form.xls DATE(MMIDDIYYYY) ACC?RIS CERTIFICATE OF LIABILITY INSURANCEF 12/27/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemengs). PRODUCER NAME: William Anthony, Jr.„ R & W Brokerage, Inc. PHONE (516)599-3322 INo (516)599-4317 Enforce Coverage Group AILS AM 94P �pn _wanthonyjr@rwbrokerage.com 8 Forest Avenue INSURERS AFFORDING COVERAGE NAIC 4 Lynbrook NY 11563 INSURER A:Merchants Mutual Ins. Co 23329 INSURED INSURER B:Merchants Preferred Ins Cc 12901 Cel Tech Electric Inc INSURERC:Mt. Hawley Insurance Co an 37974 344 Hendrickson Avenue INSURER D:Underwriters At Llo da 32727 INSURER E:Continental Indemnitv Co an Lynbrook NY 11563-1026 INSURER F; COVERAGES CERTIFICATE NUMBER:22-23 Master 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INBR TYPE OF INSURANCE L$ POLICY NUMBER 'M IDONYM LTR ' M0 YYYP. OMITS ' TXCOMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 5AVAGE TO N 1,000,000 ACLAIMS-MADE �X OCCUR PREF tlISES 'a occur unci $ X CtdP9155147 12/31/2022 12/31/2023 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GE.NIAGGREGn^'A^T^^EryLIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY (� -- oPT RO- 1 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITYOM BM $1 NG LE'LOOT $ 1,000,000 (F.'s CCM n B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED CAp1050080 12/31/2022 12/31/2023 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY 6AMAGIS $ X HIREDAUTOS X P�mnareudantl AUTOS Uninsured motorist combined single $ 1,000,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ MXL0436567 12/31/2022 12/31/2023 $ WORKERS COMPENSATION X PER CTH- R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Yiv 378082250114 1/1/2023 1/1/2024 E..L..EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N/A E '(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 1,000"'000 D Professional Liability ANE2338206.22 8/22/2022 8/22/2023 Policy Limi9t $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Proof of Insurance 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 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE W Anthony, Jr,/BILLJR W'Ael (D 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) Y 'workers' CERTIFICATE OF INSURANCE COVERAGE sTATE Compensation 4 Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured CEL TECH ELECTRIC INC 516-599-1144 344 HENDRICKSON AVENUE LYNBROOK,NY 11563 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,wrap-Up Policy) 470880310 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 3b. Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL328928 Southold NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2023 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: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employer's employees: Under penced above and thatrhe insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 12/27/2022 WA0, 4f Date Signed By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance 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 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4B,4C or 513 have 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(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DIB-120.1 (12-21) 111111111 111111111111111111111111111 DB 120.1 (12-21) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability andlor Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c, whichever is earlier. 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 NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note-, Upon the cancellation of the disability and/or Paid Family Leave benefits 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 Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid.Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured (516)599-1144 Cel Tech Electric,Inc. 289 Hendrickson Avenue 1c.NYS Unemployment Insurance Employer Registration Number of Lynbrook,NY 11563 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 47-0880310 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Company Town of Southold, 3b.Policy Number of Entity Listed in Box"1 a" 55-808225-01-15 53095 Route 25, 3c.Policy effective period Southold,NY 11971 01/01/2023 to 01/01/2024 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"1a"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". Will 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? ZYES E]NO 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,I 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: Patrick Scanlon (Print name of authorized representative or licensed agent of insurance carrier) Approved by: R12/27/2022 (Signature) (Date) Title: Managing Partner Telephone Number of authorized representative or licensed agent of insurance carrier: 212-947-4298 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 (9-17) www.wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1 The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE R qt p Aye Ore N07Z N6 wm,:N:1 r IIIo !1 7 wo J. y r, t.�v w. -..,�...:n". ................... eox.w naWTuewr GRAPHIC SCALE "— q onux.x xaFr/smvcrvrer it . � Barrett p T Van Weele,ec Civil En91— I>9n Camirem a. Survryw, M'It9Be Ibww m, r611.!]9.1111 r aea r.x,or Tax Mop No.:0S1NKT 1000,SEMON KOCK 7,IOT 11.1 PROPERTY �,, SfNATE r u .a A.T v`FISHERS ISLAND .P msw uR E.x �aEas�pa-Il 11 51 BOUNDARY } 1.ar.l�._.,= 1..rT.w..�. _ SURVEY m ,e,9 u 1 of 1 V � q —7— � 5 3 - STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BBEEN ASSOCIATES, P.C. SOUTHPORT WOODS DRIVE TEL 203-981 3380 ` I SOUTHPORT, CT 06890 i low ' 1 t PROJECT CONTACT INFORMATION: VERIZON WIRELESS CONSTRUCTION MANAGER: ROBERT BURKITT (516) 721-7310 Q8 REVISED PER RF 3/v22 /A, \ VERIZON WIRELESS EQUIPMENT ENGINEER: JOHN WALDEN (516) 659-0375 VERIZON WIRELESS RF ENGINEER: DIANA LAKILAK 845 422-7200Am 7 REVISED PER RF 1/31/22 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 6 REVISED PLANTING 3/31/21 VERIZON WIRELESS REAL ESTATE CONTACT_ KATIE JACOBS (516) 577-2398 5 ISSUED FOR CONSTRUCTION 12/18/20 PSEG LONG ISLAND CONTACT: 516 79 7112 TELCO CONTACT: KEVIN REILLY (516) 679-3420 4 REVISED DESIGN 11/30/20 9 BUILDING OWNER CONTACT: OUR LADY OF GRACE CHURCH (631) 788-7353 3 GENERAL REVISIONS 1V19/19 2 ISSUED FOR BUILDING PERMIT 3/26/18 � � S■ FISH' hrl m arLD" 1 ISSUED FOR REVIEW 3/1/18 I T E■ OUR LADY OF GRACE CHURCH Na ISSUE OR REVISION DATE ALPINE AVENUE, FISHERS ISLAND, NY 06380 PROJECT CODE: 20161513818 LOCATION CODE: 88 {k[7Dyojpdge$� ��y}g�y�pj g�rr 4, /OisC1//p'asilc " Stg inQ�F II roders ■ ti� ' /�B'w"41n Island ' pt N Li UNDEX O � � RAWE"' Ap"' �°"�'Bushy , � '` . � � a'�vr�a�nr Rana 0 �'Pi �rtac ea Island , .. ., t T-0 COVER SHEET ..: -�.. _-- .�_ v-- �------ ----- (r'a/y� y�� _ ��tG�` � _ � ��g��p�� Cmi SITE PLAN, PROJECT INFORMATION, MAPS ANDNOTES ; ; . .7� t^ �/i�.// y� , - �. �. C=2 PART SITE PLAN, DETAILS AND DOTES �� ' wanks C-3 BUILDING ELEVATIONS � 5oatha s+.� f�. ,• Llktrta°pting �lamr»ACk Clay ta�rnrr�n�a»t c'— AND DOTESEQUIP E T PAD PLAN, SECTI© S, DETAILS `3� � --' �� nr S1 Harbor S=2 LOWER STEEPLE LEVEL/ATTIC PLAN, RRHMOUNTING DETAILS AND NOTES VE 3 UPPER STEEPLE LEVEL PLAN, CABLE PENETRATIONDETAILS ANDNOTES •:. S►-4. STEEPLE SECTIONS AND DOTES �, point S►-5 ANTENNA MOUNTING DETAIL, ANTENNA CABLESCHEDULE, DETAILS AND NOTES �� '•. �- - a • R E-1,0 ELECTRICALSPECIFICATIONS t E:-2.0 ELECTRICAL PLANS E-0'v ELECTRICAL RISER, PANEL SCHEDULE AND PHONE BOARD E-3,1 GROUNDING NOTES AND DETAILS SITE LOCATION E-0-32 ELECTRICAL DETAILS E-040 GROUNDING RISERAND DETAILS SEAP or 111=w j, SCALE PROJECT NO. 4`GJ 5 H� .R y O•p AS NOTED VER1663 DRAWN BY DRAWING NO. BNP s, �+ CHECKED BY JHF F\\ TI R I CO DATE ONA 3/1/18 �... .. TOPOGRAPHIC MAP S STRUCTURAL - - --- -- ��- C CONSULTING 125'f S SERVICES, P.C. 0� �Eas� (SEE PROPERTY LINE NOTE) �*ts a " ( arooks r sourut9 .QRsr p ,,� 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 DNtt7}?(tRfQ' f{dif7trltRCk �f8y .� f f f ,yt�rndroosara« EXISTING OVERHEAD UTILITY LINE, TYP. \' EXISTING GARAGE _ ter- TEL:203.740.7578 FAX:203.775.5670 Nanh �3a' r J '•�� :,.:scesrt EXISTING 1—STORY STRUCTURE EXISTING ENGINEER: k S36'01 ` �,� f t#mrrior '00»E CENTERLINE OF 10' RIGHT—OF—WAY FOR ELECTRIC AND TELEPHONE "� 6. � EXISTING DIRT DRIVE �''1 ®'� CB BREEN ASSOCIATES, P.C. QD od ' U ..•�W+k4emess 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 EXISTING STONE DRIVEWAY • / t r d ', r { •, a CLIENT: J 4 o �, / ; ;� � I STREET MAP EXISTING DRIVEWAY w 4 CENTEROCK ROAD WEST NYACK., NEW YORK 10994 t a� i t � i TAX LOT 1000-10-8-11 N Q� r { � ; � �^P.r:.;i•.,f> Pt4U48 ir:n� s,John'1 5437' 30"W FORMERLY TAX LOT �f { Erigt`t;^s+Churrh 1000 9 7 11 25.00' / t i I EXISTING 2—STORY STRUCTURE SI TE p`" �M It !I i 44•,« w� Fk\w� r. � . ,x Har�h:ir«'Y' it i +{ EXISTING DIRT & GRAVEL PARKING AREA • tt it ti s'r) \. � i CURRENT TAX LOT w :w,n.wp•'w, �gy�bh�rGG� �n.rshe 1000-9-7-11.1 Fr» t t TAX LOT 1000-9-7-10 1 — J 19j f �;��'1, ' PROJECT INFORMATION o , i o ;� �'��' : 1. Scope of Work: ' I w The purpose of these drawings is to illustrate the installation of the following: \�� —New 222f SF equipment compound surrounding new outdoor wireless telecommunication J. 95'f I -H equipment on a new 155f SF concrete pad —Three (3) panel antennas (transmit and receive) mounted within the existing church steeple —Four (4) GPS units (receive only) mounted to the new PVC fencing around the equipment compound —Twelve (12) RRH units with other small ancillary equipment within the existing attic space within the existing church steeple r 2. Applicant: 3. Engineer of Record: New York SMSA Limited Partnership James H. Fahey, P.E., S.E. d/b/a Verizon Wireless Structural Consulting Services, P.C. EXISTING 1—STORY FRAME BUILDING CHURCH 4 Centerock Road 67 Federal Road ( ) West Nyack, NY 10994 Brookfield, CT 06804 �978. I 4. Property Owner Contact: •.\ � Our Lady of Grace Church i I I „; SEE PART SITE PLAN Alpine Avenue 6 REVISED PLANTING 3/31/21 ON SHEET C-2 FOR DETAILS. \ I Fishers Island, NY 06390 \oOs t ; (631) 788-7353 5 ISSUED FOR CONSTRUCTION 12/18/20 6 I 5. Site Data: PROPERTY LINE NOTE: \!y { I Street Address: Alpine Avenue 4 REVISED DESIGN 11/30/20 PROPERTY LINES SHOWN FROM FORMER TAX LOT 16 ARE BASED UPON Fishers Island, NY 06390 O \ I TAX MAP, & DIMENSIONS ARE THEREFORE APPROXIMATE. THE EASTERLY District: 1000 3 GENERAL REVISIONS 11/19/19 LINE OF FORMER TAX LOT 16 AS SHOWN WAS HELD PARALLEL WITH THE \ Section: 009.00 r EASTERLY LINE OF FORMER TAX LOT 11, AS PER L.8499, P.467. \0 0�9 I Block: 07.00 2 ISSUED FOR BUILDING PERMIT 3/26/18 � .� \•.\ I TAX LOT 1000-10-8-12 Lot: 011.001 Total Parcel Area: Approximately 2.42f Acres (105,415.2t SF) 1 ISSUED FOR REVIEW 3/1/18 Zoning Designation: 620 (Religious) FORMERLY TAX LOT VF Existing Use: Church / Wireless Telecommunications Facility No. ISSUE OR REVISION DATE 1000-10-8-16 I New Use: Church / Wireless Telecommunications Facility Jurisdiction: The Town Of Southold, NY No use, reproduction or dissemination may be made of this drawing Approximate Latitude: N 41- 15' 38.70" (NAD '83) and the concepts set forth without the prior written consent of Approximate Longitude: W 72- 00' 51.90" (NAD '83) Structural Consulting Services, P.C. Copyright(D2018 Approximate Ground Elevation: 76 feet (NAVD '88) PROJECT TITLE N29'19' 15"W \ I EXISTING CHURCH SIGN 6. Notes: 13.54' _ 1.) New features labeled as such; all else existing. N G W YO rk S M SA 2.) Boundary information and existing features shown hereon were taken from limited field measurements and from drawings of the building and property as referenced. Limited Partnership _ NOTE: 3.) The new use is unmanned and will be visited approximately once a month for maintenance d/b/a VERIZON WIRELESS _ �"--- — therefore the site is not anticipated to generate additional noise, fumes, vibrations • 129'f ` AFTER COMPLETION OF CONSTRUCTION, purposes; p CONTRACTOR SHALL RESTORE ALL DISTURBED or traffic. SITE: FISHERS ISLAND (SEE PROPERTY LINE NOTE) AREAS TO THEIR ORIGINAL EXISTING 4.) No additional parking is required for the new use as this is an unmanned site. ALPINE AVENUE CONDITIONS TO OWNERS SATISFACTION. 5.) No solid or liquid waste will be produced by the new use as this is an unmanned site; FISHERS ISLAND, NY 06390 therefore, no water or sewage facilities are required for the new use. C-3 6.) There will be no commercial or retail signs, nor special lighting required for the new use. NOTE• 7.) Fire protection and security provisions will include remote monitoring of the subject site. DRAWING TITLE REFER TO THE ELECTRICAL DRAWINGS FOR DETAILS AND ROUTING OF NEW ELECTRIC AND TELEPHONE SERVICES. COORDINATE SITE PLAN, ALL WORK WITH THE ELECTRICAL DRAWINGS. PROJECT INFORMATION, MAPS AND NOTES GRAPHIC SCALE REFERENCE (SITE PLAN): Jo' o• fs' ao' 60, TN BOUNDARY INFORMATION AND EXISTING PROPERTY FEATURES SHOWN ON THIS SITE PLAN WERE TAKEN FROM LIMITED FIELD OBSERVATIONS AND AT&T CONSTRUCTION DRAWINGS, DRAWING NO T3—NYNYNY0801—SP1, SEAL-0 � SCALE PROJECT NO. MN DRAWING NAME "SITE PLAN" PREPARED BY BECHTEL ASSOCIATES , _OF N .W PROFESSIONAL CORPORATION; 5275 WESTVIEW DRIVE, FREDERICK, MD ,P� 5 N �RY,��0 AS NOTED VER1663 ITE PLAN 13;�' 21703-8386 DATED 04 23 13 . t.� • 'P�`� qy � DRAWN BY DRAWING NO. 03SC ALE: 1" = 30' i� W CHECKED BY s JHF CM xn , DATE 3/1/18 t PLANTING NOTES: 1. ALL PLANT MATERIALS TO BE NURSERY GROWN. S STRUCTURAL SAWCUT EXISTING STONE 2. PLANTS SHALL CONFORM WITH THE AMERICAN NURSERY AND LANDSCAPE EDGING AS REQUIRED, TYP. ASSOCIATION STANDARDS IN ALL WAYS INCLUDING DIMENSIONS. C CONSULTING EXISTING STONE EDGING 3. PLANTS SHALL BE PLANTED IN ALL LOCATIONS DESIGNATED ON THE PLAN, EXISTING CHURCH BUILDING TO BE RE-USED 4. ALL PLANTS SHALL BE HARDY UNDER CLIMATE CONDITIONS SIMILAR TO THOSE IN S SERVICES, P.C. THE LOCALITY OF THE PROJECT. 4" MIN. THICK LAYER OF 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 EXISTING STONE EDGING TO BE CRUSHED STONE SURFACING LIMITS OF SURFACING, SEE PLAN. 5. 2' OF PINE BARK MULCH SHALL BE SPREAD OVER ALL PLANTING AREAS. TEL:203.740.7578 FAX:203.775.5670 RELOCATED STONE EDGING, TYP. REMOVED AND RELOCATED, TYP. 3/4" BLUE STONE GRAVEL 6. ALL NEW SEEDED AREAS TO RECEIVE 4" MIN. DEPTH OF TOPSOIL. ALIGN TOP OF RELOCATED EDGING WITH EXISTING EDGING 7. UPON FINAL GRADING AND PLACEMENT OF TOPSOIL AREAS TO RECEIVE NEW CRUSHED STONE SURFACING WITHIN LIMITS - EXISTING CHURCH WINDOW, TYP. ALIGN TOP OF STONE SURFACING PERMANENT VEGETATION COVER IN COMBINATION WITH SUITABLE MULCH AS M/E/P ENGINEER: BETWEEN RELOCATED STONE EDGING AND : WITH EXISTING STONE SURFACING EXISTING GRADE FOLLOWS: EXISTING BUILDING AND WITHIN NEW EQUIPMENT 4S• 12,_ ,.':.. .?` __ _= COMPOUND, TYP. SEE THIS SHEET FOR DETAILS. ? _.-I I I::__:_I L_I::::::_.:::.I -FERTILIZER APPLIED AT THE RATE OF 14 LBS./1000 SF USING 10-6-4 OR CB BREEN ASSOCIATES P.C. =I I(=III'=III:. EQUILIVENT. SELECT MIXTURE DESCRIBED IN NEW YORK-GUIDELINES FOR 2'-0" . ' :10'-0": URBAN EROSION & SEDIMENT CONTROL, LATEST EDITION. VERIZON WIRELESS' N0. !�OREOZK BY KOHLER POWER NON-VEGETATIVE FABRIC TO BE WIRELESS NEW DIESEL GENERATOR - -SEED MIXTURE: TO BE PLANTED BETWEEN APRIL 1 AND MAY 15, OR BETWEEN 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 -: = (MOD ..:; � `r. '.�.-. :. .a�1.::: •��::••:�. I 2'. ,0". :: %4=6%".: I 8�.'.,. 19Ya"f EXISTING EXHAUST FAN THROUGH INSTALLED WITHIN WOOD CURB AUGUST 15 AND OCTOBER 15 OR AS DIRECTED BY PROJECT REPRESENTATIVE SYSTEMS). SI=E SHEET S-1 FOR DETAILS. SOUTHPORT, CT 06890 I BASEMENT WINDOW TO REMAIN AREA. FABRIC SHALL BE TYPAR AT A RATE OF 50 LBS. PER ACRE IN THE FOLLOWING PROPORTIONS: n.. . .... .. ... . .1.1:; =� 3341 STONE FABRIC OR KENTUCKY BLUEGRASS 20% NEW 6' TO 8' DARK AMERICAN . .r''..:.' :: G . APPROVED EQUAL. CREEPING RED FESCUE 40% ARBORVITAE @ 4' O.C. STAGGERED, TYP. p l\I COMPACT SUBGRADE AND SURFACING PERRENIAL RYEGRASS 20% SEE THIS SHEET FOR DETAILS. TO PRODUCE STABLE SURFACE ANNUAL RYEGRASS 20% 1 " O.D. SCHED. 40 GALV. CLIENT: -MULCH: SALT HAY OR SMALL GRAIN STRAW APPLIED AT A RATE OF 90 > �I i STEEL PIPE MAST x 2-6" LONG � LBS./1000 SF OR 2 TONS/ACRE, TO BE APPLIED AND ANCHORED ACCORDING EXISTING HEDGES TO BE REMOVED DIA U-BOLT, TYP. U-BOLTS TO BE SIZED CRUSHED STONE SURFACING DETAIL TO NEW YORK-GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL, i ACCORDING TO ANTENNA PIPE DIAMETER SCALE: NONE LATEST EDITION. I 3/8" DIA FLAT WASHER -IF THE SEASON PREVENTS THE ESTABLISHMENT OF A PERMANENT VEGETATION COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW NEW 4' WIDE ACCESS GATE, TYP. FOR TWO d H' �� i I i ? �`� (2). SEE THIS SHEET FOR DETAILS. �� `III i- 3/8" DIA NUT , I I OR EQUIVALENT MATERIAL AS OUTLINED ABOVE. WG? I \ PIPE C PIPE EQ EQ C PIPE 2-0„ PIPE r �� i *8"0 UNISTRUT I NEW GPS UNIT ��i =o (MODEL TYP. N �� : ` , GPS-TMG-HR-26N 4 CENTEROCK ROAD VERIZON WIRELESS' NEW GPS UNIT MOUNTED TO �I �� ; : 'i is o ; I �� BY PCTEL), TYP. o WEST NYACK, NEW YORK 10994 INSIDE OF NEW FENCING, TYP. FOR FOUR (4) TOTAL. ' '' < I I;r a I I i �� I TOP OF GPS UNITS TO BE MOUNTED 1'-0" ABOVE I li I I I i a , ;; I I I VERIZON WIRELESS NEW POWER PANEL AND � I I i � X TOP OF FENCING. SI=E THIS SHEET FOR DETAILS. I Ii TELCO ENCLOSURE MOUNTED ON MOUNTING �� ili ili ili i' FRAME. SEE SHEET S-1 FOR DETAILS. I I .' I I III Ilr II �H f r I I I V I I I I I I VERIZON WIRELESS' NEW CABLE/ICE BRIDGE ROUTED FROM EQUIPMENT TO LOCATION OF NEW CABLE PENETRATION c� Ile -- -_= I IIII ;.: INTO STORAGE CLOSET. TOP OF CABLE BRIDGE SHALL BE ° ° ° --==s BELOW BOTTOM OF EXISTING WINDOWS AND TOP OF NEW III III III!'... I FENCING. SEE THIS SHEET FOR DETAILS. �Qr EQ ..: .I::Irrl I r I I I I I p I = III III III - � III VERIZON WIRELESS' NEW OUTDOOR EQUIPMENT =_ CABINET SUPPORTED ON NEW GALV. STEEL SLEEPER II: --_ —__ I I I I I I I II Jill BEAMS ON C-6" x 20'-0" (155t SF) CONCRETE C..I., : i ° ° PAD, TYP. SEE SHEET S-1 FOR DETAILS. • I I I I v I I NEW WHITE PVC FENCING SURROUNDING VERIZON I I ` � I SEE SHEET S-1 FOR DETAILS 1-5/8" UNISTRUT x 6'-6", PART #P1000T, WIRELESS NEW 222t SF LEASE AREA/EQUIPMENT I ��\ /� I TYP. THROUGHOUT WHERE SHOWN. COMPOUND. SEE THIS SHEET FOR DETAILS. " 3'-311t I J"O x 3" LONG S.S. OR GALV. STEEL LAG SCREW WITH ROUND, OVERSIZED, HARDENED I l _ y 1 WASHER @3"t O.C. INTO EACH PVC POST, TYP. PRE-DRILL HOLES IN EXISTING POSTS TO EXISTING STONE EDGING TO REMAIN, TYP. PREVENT SPLITTING. EXISTING STONE SURFACING TO REMAIN, TYP. GRAPHIC SCALE EQ. EQ PVC FENCE POST, TYP. 20' 0' 10' 20' 40' 7'-5Y"f GPS MOUNTING DETAIL TIN q SCALE: NONE MN NEW GALV. STEEL FENCE POST CAP PART SITE PLAN � OF PIPE POST-------- OST (VALMONT PART #PC312 OR EQUAL) 13'�Z' 1 SCALE: 1"=20' 7" GRIP STRUT ICE BRIDGE KIT WITH NOTE: I I I CUSHION HANGERS (VALMONT PART TOP OF CABLE BRIDGE SHALL BE BELOW I I IB7D-C OR APPROVED EQUAL) TOP OF THE EXISTING WINDOWS. I I SQUARE FLAT PLATE WASHER 6 REVISED PLANTING 3/31/21 I i MODEL #B201 BY B-LINE OR NOTE: NOTE: i I i APPROVED EQUAL, TYP. 5 ISSUED FOR CONSTRUCTION 12/18/20 ATTACH PVC FENCE RAIL TO POST USING ALUMINUM FENCE SHALL BE CERTAINTEED "CHESTERFIELD SMOOTH" FENCE BRACKETS AND #8 x 3/4" SCREWS. PVC FENCING IN WHITE OR APPROVED EQUAL. I I I NO TWIST SQUARE WASHER I I I MODEL #B201D BY B-LINE STAINLESS STRIKE AND LATCH. ATTACH TO OR 4 REVISED DESIGN 11/30/20 APPROVED EQUAL, TYP. POST CAP, TYP. ATTACH POST CAP GATE AND POST WITH #8 x 3/4" SCREWS I I I 3 GENERAL REVISIONS 11/19/19 TO POST WITH #8 x 3/4" SCREWS. 5x5 POSTS 6' O.C. INSTALL ALUMINUM d I I 3/8"0 GALV. TREADED ROD, TYP. STAINLESS STEEL HINGE, TYP. POST STIFFENER IN ALL POSTS. I I I TOP RAIL ATTACH TO GATE AND POST i ANTENNA CABLE ATTACHED TO ATTACH No. 10 GALV. ANNEALED 2 ISSUED FOR BUILDING PERMIT 3/26/18 WITH #8 x 3/4" SCREWS. I UNISTRUT W/ S.S. SNAP-IN CLIP, TYP. WIRE GUYS TO TRUNK. USE RUBBER 6'-0" WIDE x 6'-0" HIGH WHITE PVC FENCE SECTION, TYP. I I I 1 ISSUED FOR REVIEW 3/1/18 4' WIDE GATE I I P1000 GALV. STEEL UNISTRUT HOSE COVER WHERE WIRES ARE IN BOTTOM RAIL --}{ 1—" y4" I I CHANNELS SPACED AT 3'-0" O.C. CONTACT WITH BRANCHES. No. ISSUE OR REVISION DATE 3V O.D. GALV. STEEL SCHED. 40 PROVIDE 2" LAYER OF MULCH AS PIPE POST @ 10'-0" O.C. MAX., SPECIFIED OVER ENTIRE WATERING I I No use, reproduction or dissemination may be made of this drawing VALMONT PART #13130 OR APPROVED SAUCER AT ALL TREE PITS, OR and the concepts set forth without the prior written consent of EQUAL. CUT LENGTH AS REQ'D. OVER ENTIRE TREE BED. Structural Consulting Services, P.C. Copyright©2018 I I 3/4"x3/4" CHAMFER ALL AROUND PITCH AWAY FROM TREE TRUNK _ X II { II .• PROJECT TITLE `r "hI li FINISHED GRADE 3' LONG CEDAR STAKES, MIN. 3" DIA., New York SMSA rl I II (SPACED 120' IN PLAN). STAKES TO Iir BE DRIVEN IN AFTER ATTACHING TO Limited Partnership II II TENSION WIRE. d/b/a VERIZON WIRELESS 0 0 II, ii <, "' `0 y ii I ii CUT & REMOVE BINDING FROM TRUNK SITE: FISHERS ISLAND AND AS MUCH OF BALL AS POSSIBLE. Ir II CUT & REMOVE BURLAP AT UPPER Y ALPINE AVENUE c II II Ii "I ii UNREINFORCED CONCRETE FOOTING OF BALL. FISHERS ISLAND, NY 06390 II 41I' II II FORM 4" HIGH TOPSOIL LIP AT EDGE OF o II II DRAWING TITLE TREE PIT TO FORM WATERING SAUCER ' ll .� ll ii- II`"I II I r FINISHED GRADE NOTE: ALL MATERIALS SHALL BE HOT-DIP PART SITE PLAN CC! j IP' p GALVANIZED AFTER FABRICATION. APPLY Li x l COLD GALVANIZING COMPOUND TO ALL I ( I = x'x,v>�' '`:;%y > DETAILS AND NOTES II 11 CUT AND DISTURBED SURFACES. 12"0 UNREINFORCED a "' TOPSOIL MIX BACKFILL CONC. FOOTING . < _: . GRAVEL -I -- I I-- - CALF PROJECT NO N . I ter- " s 0 ENR W 1'O s AS NOTED VER1663 1TYP0 6-0 MAX., TYP. 4-6/4 f 1 -0"o 12 VARIES 12" �5 H Y� Q SEE PLAN TAMPED TOPSOIL MIX CUSHION qy DRAWN BY DRAWING N0. BNP TYPICAL CABLE .s° '� �' tz CHECKED BY PVC FENCE DETAIL BRIDGE SUPPORT DETAIL TYPICAL PLANTING DETAIL � ' = I UHFC 2 N DATE 3 SCALE: NONE 5 SCALE: NONE SCALE: NONE 9 5 F 0 r ��A 4f, 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. TOP OF CROSS ELEV. 65'-6"f AGL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED INSIDE TOP OF WOOD FRAMED STEEPLE OF EXISTING STEEPLE, TYP. FOR THREE (3) TOTAL. M/E/P ENGINEER: ELEV. 59'-0"t AGL EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN FRONT OF ANTENNAS CB (THREE (3) SIDES/LOCATIONS) TO BE REMOVED AND REPLACED WITH NEW BREEN ASSOCIATES, P.C. TOP OF VERIZON WIRELESS' NEW ANTENNAS RF—TRANSPARENT FRP MATERIAL/ROOFING TO MATCH EXISTING CEDAR „ SHAKE ROOFING IN STYLE AND TEXTURE. EXISTING CEDAR SHAKE ROOFING 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 ELEV. 49 —0 f AGL TO REMAIN AND NEW RF—TRANSPARENT ROOFING PANELS SHALL BE 7Q PAINTED TO MATCH THE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. SOUTHPORT, CT 06890 C.L. OF VERIZON WIRELESS' NEW ANTENNAS _ _ — EXISTING AT&T PANEL ANTENNA MOUNTED BEHIND EXISTING LOUVRE ELEV. 46'-9"t AGL u CLIENT: I I I FLOOR OF UPPER STEEPLE --------------- ELEV. 29'-10"t AGL 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 FLOOR OF LOWER STEEPLE ----------- ELEV. 16'-2"t AGL NOTE: DETAILS OF EXISTING BUILDING FACADE NOT SHOWN FOR CLARITY. MAIN LEVEL OF CHURCH ELEV. 3'-8"t AGL EXISTING GRADE LEVEL 0'-0" AGL (76't ASML) SOUTH P��lDING ELEVATIONSCAL /8" TOP OF CROSS ELEV. 65'-6"t AGL VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED INSIDE OF EXISTING TOP OF WOOD FRAMED STEEPLE STEEPLE, TYP. FOR THREE (3) TOTAL. ELEV. 59'-0"f AGL EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN FRONT OF ANTENNAS (THREE (3) REVISED PER RF 3/1/22 SIDES/LOCATIONS) TO BE REMOVED AND REPLACED WITH NEW RF—TRANSPARENT FRP TOP OF VERIZON WIRELESS' NEW UPPER ANTENNAS MATERIAL/ROOFING TO MATCH EXISTING CEDAR SHAKE ROOFING IN STYLE AND TEXTURE. EXISTING CEDAR SHAKE ROOFING TO REMAIN AND NEW RF—TRANSPARENT ROOFING PANELS 6 REVISED PER RF 1/31/22 ELEV. 49'-0"f AGL SHALL BE PAINTED TO MATCH THE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. 7Q � 5 REVISED PLANTING 3/31/21 C.L. OF VERIZON WIRELESS' NEW ANTENNAS _ _ i i i i EXISTING AT&T PANEL ANTENNA MOUNTED BEHIND EXISTING LOUVRE ELEV. 46'-9"t AGL 4 ISSUED FOR CONSTRUCTION 12/18/20 u u 3 REVISED DESIGN 11/30/20 2 ISSUED FOR BUILDING PERMIT 3/26/18 VERIZON WIRELESS' NEW GPS UNIT, TYP. 1 ISSUED FOR REVIEW 3/1/18 NEW 6'-2" HIGH WHITE PVC FENCING No. ISSUE OR REVISION DATE SURROUNDING VERIZON WIRELESS' I i NEW 222f SF EQUIPMENT COMPOUND. I ___ FLOOR OF UPPER STEEPLE No use, reproduction or dissemination may be made of this drawing ELEV. 29'-10"f AGL and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyright©2018 NEW 6' TO 8' DARK AMERICAN ARBORVITAE, TYP. PROJECT TITLE New York SMSA Limited Partnership d/b/a VERIZON WIRELESS FLOOR OF LOWER STEEPLE SITE: FISHERS ISLAND ----- ELEV. 16'-2"t AGL ALPINE AVENUE FISHERS ISLAND, NY 06390 TOP OF VERIZON WIRELESS' NEW GPS UNITS DRAWING TITLE ELEV. 7'-2"t AGL < TOP OF VERIZON WIRELESS' NEW EQUIPMENT COMPOUND FENCE ELEV. 6'-2"f AGL MAIN LEVEL OF CHURCH BUILDING ELEVATIONS .il�" _�+�•_. A;,Y. .% Ali .:1,~ ..hip .Nr• ..pis .h:• ..P:- .+/'u �}si: 'ti),.:• ':,:• '.H" ----------------- ELEV. 3'-8"f AGL :. Kam. _ _ 9 ♦ :.• K •'� M, x R. _ R- `s M ';' .{. :. .f.i. _ _ _ ',- f�K�>, ..rK`��i. .,}..a� .J. ..}.t,C.2:x :•F.: K:.E:.`K::.F..a K.:.2.�C-:•1,. :.ix Cam:,}�: pd,•4vF'st. "^iay:., - - ,�f+j. !p?.• .jj 3.:j: .^k. ..,•'•R � _ _ —- r:;j'- .'j. EXISTING GRADE LEVEL 0'-0" AGL (76't ASML) TOP OF NEW EQUIPMENT CABINET 7" —/ I MAX. ABOVE TOP OF FENCE SEAL SCALE PROJECT NO. le NE�y'� AS NOTED VER1663 P � 5 H JRYF �� DRAWN BY DRAWING NO. �� BNP 2 �� PYl ��lNGT ELEVATION �� CHECKEDBYSC / 1 u, JHF - 3 t, C9 DATE ° �8 3/1/18 EQUIPMENT PAD-ACCESSORY NME VERIZON WIRELESS' NE'W __n--__ CONTRACTOR SHALL SUPPLY THE FOLLOWING GENERAL NOTES: PVC FENCE WITH ACCESS '�'-0 ITEMS AT THE EQUIPMENT PAD. " " S STRUCTURAL GATES. SEE SHEET C-2 NOTE: PROVIDE SHOP DRILLED HOLES ONLY AT 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE EDITION AND WITH TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: -6 FOLDING FIBERGLASS LADDER FOR DETAILS. �' NEW CABLE/ICE BRIDGE NOT SHOWN FOR LOCATIONS OF INITIAL EQUIPMENT CABINETS. THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CLARITY. SEE SHEET C-2 FOR DETAILS. HOLES FOR FUTURE EQUIPMENT CABINETS ONE (1) DELTA CABINET = 1 X 9.22 SF = 9.22 SF -FIBERGLASS FOLDING TABLE CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE C CONSULTING VERIZON WIRELESS NEW -FIBERGLASS CHAIR 6" % 7'-9"t SHALL NOT BE PROVIDED AT THIS TIME. ONE (1) DELTA BATTERY CABINET = 1 X 8 SF = 8 SF NATIONAL ELECTRICAL CODE AND WITH THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANIES WHEN DIESEL GENERATOR WITH COORDINATE LOCATION OF INITIAL AND FUTURE TOTAL = 17.22 SF -CHAIN AND LOCK TO SECURE ALL ITEMS APPLICABLE. S SERVICES P C SOUND ENCLOSURE EQUIPMENT CABINETS WITH VERIZON WIRELESS. -FIRE EXTINGUISHER IN OUTDOOR ENCLOSURE (MODEL NO. 50REOZK BY COORDINATE EXACT ACCESSORY REQUIREMENTS 2•) COORDINATE ALL WORKING HOURS, MATERIAL DELIVERY SCHEDULE AND ALL OTHER CONSTRUCTION ' ' OHLER POWER SYSTEMS). i 41.2" WITH VERIZON WIRELESS PRIOR TO BID. ACTIVITIES WITH VERIZON WIRELESS AND OWNER. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 ANCHOR GENERATOR TO 3.) THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO TEL:203.740.7578 FAX: 203.775.5670 CONCRETE PAD WITH %"0 THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL HILTI KWIK BOLT II 31 7" M 31 7" UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE DURING ALL PHASES EXPANSION ANCHORS OF CONSTRUCTION. ANY EXISTING UTILITIES OR STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE M/E/P ENGINEER: WITH 2%" EMBEDMENT O INTO EXISTING CONCRETE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. PAD WITHIN MOUNTING LTA 4.) ALL AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR ORIGINAL CB BREEN ASSOCIATES P C HOLES OF GENERATOR DELTA " � � CABINET n � BAETTERY � CONDITION AT THE CONTRACTOR'S EXPENSE. � P.C. BASE. 0 °i �r ro to CABINET M 5.) COORDINATE THE DISPOSAL OF CONSTRUCTION/SITE CLEARING DEBRIS AND EXCESS SOIL FROM EDGE OF NEW 7'-9"t x EXCAVATION OPERATIONS WITH VERIZON WIRELESS AND OWNER. 194 SOUTHPORT WOODS DRIVE TEL 203 CONCRETE PAD, TYP. S —981-3380 20'-0" (155f SF) ��, o� 6.) ALL DIMENSIONS, CONDITIONS AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE TAKEN FROM SOUTHPORT, CT 06890 SEE DETAIL ON THIS SHEET. EQ. 3'-5Y"f EQ. °; _ "' LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING SUPPLY ACCESSORIES S.F.=9.22 SF S.F. 8 SF CONDITIONS. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION FOR PAD AS PER S.F.-26.1f SF WEIGHT - 1500f LB WEIGHT = 2500t LB OF THE ENGINEER. CONTRACTOR SHALL NOT PROCEED WITH ANY AFFECTED WORK UNTIL FORMALLY DIRECTED "EQUIPMENT PADTOTAL HEIGHT OF GENERATOR = 76.8" TOTAL HEIGHT OF CABINET = 72" TOTAL HEIGHT OF CABINET = 72" ACCESSORY NOTE" ON KOHLER POWER SYSTEMS GENERATOR DELTA CABINET DELTA BATTERY CABINET BY THE ENGINEER. THIS SHEET. MODEL NO. 5OREOZK (ONE (1) TOTAL) (ONE (1) TOTAL) 7.) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF ALL DIMENSIONS AND/OR CLIENT: EXISTING EXHAUST FERN (ONE (1) TOTAL) QUANTITIES AND FOR THE COORDINATION WITH ALL OTHER WORK. REVIEW OF THE CONTRACTOR'S SUBMISSIONS THROUGH BASEMENT 2 VERIZON WIRELESS E U I PM EN T CABINETS g, THE CONTRACTOR SHALL DOES NOT RELIEVE THE CFOURN FURNISH OR RNSTALL ANGLE STRUOM THESE TS, BRACKETS GOGGLES EYE BOLTS AND WINDOW TO REMAIN (2)-6'-6" LONG SLEEPER BEAMS ) ALL OTHER ACCESSORIES REQUIRED TO PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES, rq VERIZON WIRELESS' NEW TELCO ENCLOSURE AND FRAMES, EQUIPMENT, ETC. $ U_1: 1 OTEL PANEL SUPPORTED NOTE (DETAIL 4): 5 s" 2'-3 s" 1'-11�2" 2'-3 s" 9. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS OTHERWISE NOTED. THE CONTRACTORIF i ON NEW P1000 GALV. VERIFY BOLT LOCATIONS WITH SHALL SUBMIT SAMPLES OF ALL MATERIAL TO VERIZON WIRELESS FOR APPROVAL. STEEL CHANNELS _ _ ____ CABINET MANUFACTURER. PANNING ACROSS POSTS. ' I r FRONT I I I 10.) MANUFACTURER'S INSTRUCTIONS: THE CONTRACTOR SHALL COMPLY WITH MANUFACTURERS' QUANTITY AND SPACING i 1h"0 HILT] KWIK BOLT II EXPANSION --' ----- '--_ _ r FRONT _ m -, ,E, INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT THEY ARE MORE STRINGENT THAN 4 CENTEROCK ROAD OF UNISTRUT CHANNELS i ANCHORS ® 24"t O.C. STAGGERED _ _ _I _ THE REQUIREMENTS IN THE CONTRACT DOCUMENTS. AS REQUIRED. i VV6 SPACED AT GAGE OF W6 (3%") WITH 2%" I I 11.) CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTION WEST NYACK, NEW YORK 10994 i EMBEDMENT INTO EXISTING CONCRETE PAD I I I DELTA I i I DELTA I I BATTERY I IN PROGRESS AND ADJOINING MATERIALS IN PLACE. APPLY PROTECTIVE COVERING(S) WHERE REQUIRED. 1-5/8" HORIZONTAL+ ' EXISTING CONCRETE PAD CABINET i CABINET i o A. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY THROUGHOUT THE UNISTRUT, PART #P10OCIT1 i I I I I "'= CONSTRUCTION PERIOD. LENGTH AS REQUIRED, i T 0 EXIST. PAD 1/2"0 FIELD DRILLED HOLE FOR BOLT, TYPE, B. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART OF CONSTRUCTION, TYP. THROUGHOUT WHERE�� ,� : .�:;:.;,: = FOR FOUR 4) PER CABINET. COORDINATE — •.,::..;;., .;.; ( I I m COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR DELETERIOUS EXPOSURE. SUCH EXPOSURE SHOWN. ATTACH , _ `. ,: r .:. ;_• ;..; N AND VERIFY 'EQUIPMENT CABINET L-____=--__ IPn UNISTRUT TO EQUIPMENT ` f " :'�{ MAKE/MODEL WITH VERIZON WIRELESS. THE — T d INCLUDES, BUT NOT LIMITED T0: MOUNTING POST WITH Y2 n, " L----� 1 � SHOWN BOLT HOLE LOCATIONS ARE PROVIDED HOLES, TYP. a• WATER INFILTRATION AND EXPOSURE TO WEATHER GALV. STEEL U—BOLTS �� ,.'�`�r%�, S_1 FOR INFORMATIONAL PURPOSES ONLY. b. EXCESSIVE HIGH OR LOW TEMPERATURE OR HUMIDITY nit WITH HEAVY HEX NUTS w TYPICAL W6 SLEEPER EQUIPMENT CABINET c. UNUSUAL WEAR OR OTHER MISUSE AND WASHER'S. <��' �� O d. HEAVY TRAFFIC, SOILING, STAINING OR CORROSION VERIZON WIRELESS' NEW � BEAM ANCHORING DETAIL BOLTH OLE LOCATIONS e. CONTACT BETWEEN INCOMPATIBLE MATERIALS OUTDOOR EQUIPMENT , i ``' `3 SCALE: 11�" = 1'-0" 4 SCALE: 1/2" = 1'-0" f. THEFT OR VANDALISM CABINET ON IWO ! (2)-NEW W6X15 X 6'-6" ,' CONCRETE NOTES: LONG GALV. STEEEL �o o / 1.) ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE �n 19z m I ; BROOM FINISH PAD SURFACE ACI DETAILING MANUAL SP-66 (LATEST REVISION). SLEEPER BEAMS, TYP. z M y ANCHOR SLEEPER BEAMS 2'-3"t 3 3; 2"f 4 BARS ® 12" O.C. EA. WAY " 0 PAD AS PER DETAIL 3 r, . , , cn _j� # 2.) CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE ON THIS SHEET. ( _.�9.-� r� ' `� z w ='o REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI318-02". 7 _j m " 3/4"x3/4" CHAMFER 3.) CAST—IN—PLACE CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE A MINIMUM COMPRESSIVE „ ALL AROUND, TYP. STRENGTH OF 4,000 PSI AT 28 DAYS. SLUMP SHALL BE 4"(t1"). AIR ENTRAINMENT SHALL BE 87. 3'� O.D. SCHED. 40 ° W 4.) REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615. ' GALV. STEEL PIPE r � EQUIPMENT MOUNTING ' `n USE CLASS B LAP SPLICES. Zy EXISTING GRADE HIGH POINT POST, TYP. FOR TWO (2) „ W / w _j ? \//\ �� 5. THE CONCRETE PAD SHALL BE POURED LEVEL WITH A TOLERANCE OF 1" OVER 10" IN ALL DIRECTIONS. OTAL. SEE SECTION 1 ON z—1 z ;r 0 2 , • THIS SHEET FOR DETAILS. rq vPO 1% 6.) THE PAD SHALL BE CURED WITH CURING COMPOUND APPLIED AS PER MANUFACTURERS SPECIFICATIONS. EXISTING GRAD \ \ 12" MIN. LAYER COMPACTED " 24 LOW POINT VERIZON WIRELESS' NEW � 8" GRANULAR FILL EQ. 20" EQ. o°°o�000� ��'o°000°o�'oo� °�o° o° ��o° °�o '000°� 'o °° ��o •o " 4"x15" OPENING IN WALL SHEATHING GPS UNIT MOUNTED 'f0 = o• o oo• g, o• 0000•a �, o��°o• °0000• q,�4°;o•d 0000• o°o• moo• qoo• ° o• o .oao• o..oao�aao odoo.o.0 o do o °ao•.•o••°ao do o a...o.. ° oao•..o o °ao..oa EQ. 15 EQ. FOR CABLE PENETRATIONS INTO ---T---- o �O o o �° 0_0°O o 0 0 0° 0�0°O;o 0 o°em0, o°_,�, o°em°• °o. oo°° INSIDE OF NEW FENCING, 63o8dp"•B' g°od�Br��d °B ��. � 08� °� '�od,�8��d TYP. FOR FOUR 4 z �od'°°goo°° '$''°°°�°°° 'O�'° �"°°°�°° o'O�° �°'°°�°°`�°o�° o o'°�o�°�o q,o�°� EXISTING VINYL SIDING STORAGE CLOSET. DO NOT CUT ANY ( ) - �oaa� .oa�oaa�o.0 °�40 �oa�o Q uo °a °ct�o..o °.8.oao o..o EXISTING WOOD STUDS EXPOSED. TOTAL. SEE SHEET C- 2 �' / BOTTOM OF 10TH EXPOSURE OF VINYL FOR DETAILS. _ �/� /�/�/�/�/�/�/�/�/�/�� /�/�/ /�/\ SIDING PANEL UP FROM FOUNDATION d tO �/. /,X >1X /�� ,X >1X /X�/��/��/��/��/� /, /��/�� & TOP OF NEW AZEK BOARD ``' COMPACTED SUBGRADE EXISTING CHURCH SEE PLAN FOR EXTENTS OF PAD M BUILDING 6 EQUIPMENT PAD NOTES: ``' o z 1.) TOP OF NEW PAD ELEVATION SHALL BE 3� ABOVE NEW AZEK 1x12fx24 SHEET ATTACHED TO EXISTING = �o � EXISTING GRADE HIGH POINT (THIN FOOTPRINT OF PAD. SHEATHING WITH S.S. SCREWS. ALL EXPOSED I I -H =N 2.) CONDUITS, PIPING, CABLES, ETC. WITHIN VICINITY OF CONCRETE PAD DETAIL CORNERS SHALL BE ROUNDED. SEAL ALL AROUND ' ' °' N w= N NEW CONCRETE PAD NOT SHOWN FOR CLARITY. COORDINATE 5 SCALE: NONE PERIMETER WITH SILICONE SEALANT. ----- ----- _U) w GRAPHIC SCALE ALL REQUIRED WORK WITH THAT OF OTHER TRADES. w NEW THREE (3) PORT (1X3) WAVEGUIDE ENTRY v EAEP T PAD PLAN PLATE MOUNTED TO BOTH SIDES OF WALL WITH S.S. 5 ISSUED FOR CONSTRUCTION 12/18/20 2=0- o =o- s=o' s=o' SCREWS (SITE PRO #E1635 OR APPROVED EQUAL).SC1/2" = 1'-0" w NEW ELECTRIC CONDUIT ROUTED UNDERGROUND 4 REVISED DESIGN 11/30/20 FROM EQUIPMENT PAD TO LOCATION OF NEW POST WAVEGUIDE ENTRY PLATE. SEE ELECTRIC SERIES 3 GENERAL REVISIONS 11/19/19 VERIZON WIRELESS' NEW ELECTRIC AND i i FOR FURTHER INFORMATION. TELCO CONDUITS ROUTED UNDERGROUND ' FROM EQUIPMENT CABINETS TO FACE OF i i NEW THREE (3) PORT (1X3) WAVEGUIDE ENTRY A SECT9�� A—A 2 ISSUED FOR BUILDING PERMIT 3/26/18 PLATE INSTALLED ON BOTH SIDES OF EXISTING EXISTING BUILDING. ELECTRIC CONDUIT SHALL i SCALE: 1 BE ROUTED UP THE FACE OF THE BUILDING i i EXTERIOR WALL (SITE PRO #E1635 OR APPROVED 1 ISSUED FOR REVIEW 3/1/18 TO THE NEW ELECTRIC METER. TELCO i EQUAL). SEE THIS SHEET FOR DETAILS. i NEW GALV. STEEL PIPE CAP CONDUIT SHALL BE ROUTED TO THE CORNER (VALMONT PART #PC312 OR EQUAL) OF THE BUILDING AND UP, TERMINATING WITH ' N0. ISSUE OR REVISION DATE i A WEATHERHEAD FOR THE NEW TELCO EXISTING PLASTER WALL FINISH CONTRACTOR SHALL CUT A 4"x15" OPENING I I SERVICE. EXACT SERVICE DETAILS AND IN WALL SHEATHING FOR CABLE, PENETRATIONS INTO STORAGE CLOSET. DO No use, reproduction or dissemination may be made of this drawing I I ROUTING TO BE DETERMINED BY THE EXISTING WOOD STUD NOT CUT ANY EXISTING WOOD STUDS and the concepts set forth without the prior written consent of TELEPHONE COMPANY AND IS SUBJECT TO EXPOSED. Structural Consulting Services, P.C. Co i ht cD 2018 3%" O.D. SCHED. 40 GALV. CHANGE. SEE ELECTRIC SERIES FOR DETAILS. EXISTING WOOD SHEATHING " i' PROJECT TITLE STEEL PIPE x 6-0 MAX. NEW THREE (3) PORT (1X3) WAVEGUIDE I EXISTING ELECTRIC METERS "x-" CHAMFER ALL AROUND i i NEW 1x12tx24 AZEK SHEET ATTACHED TO ENTRY PLATE MOUNTED TO BOTH SIDES OF New York S M SA EXISTING SHEATHING WITH S.S. SCREWS. WALL WITH S.S. SCREWS (SITE PRO #E1635 Limited Partnership NEW ELECTRIC METER AND SWITCH MOUNTED i i ALL EXPOSED CORNERS SHALL BE OR APPROVED EQUAL). SEAL ALL AROUND TO WALL FOR VERIZON WIRELESS' NEW fI ROUNDED. SEAL ALL AROUND PERIMETER PERIMETER WITH EXTERIOR GRADE SILICONE d/b/a VERIZON WIRELESS a i FINISHED GRADE DIRECT METERED ELECTRIC SERVICE. SEE I WITH SILICONE SEALANT. SEALANT. PROVIDE RUBBER WAVEGUIDE SITE: FISHERS ISLAND ;. ELECTRIC SERIES FOR DETAILS. BOOTS WITH S.S. CLAMPS, CAP ALL UNUSED BOTTOM OF 10TH EXPOSURE OF VINYL ° P ° °� SIDING PANEL UP FROM FOUNDATION A PORTS WITH RUBBER CAPS & S.S. CLAMPS ALPINE AVENUE "I .. UNREINFORCED CONCRETE FOOTING EXISTING AT&T CABLE CHASE i P OF NEW AZEK BOARD AND MAKE WATERTIGHT. FISHERS ISLAND, NY 06390 I �' " NEW PVC FENCE. SEE SHEET C-2 FOR DETAILS. ' - r' PACK EXISTING STUD WALL CAVITIES WITH DRAWING TITLE NEW ELECTRIC CONDUIT AND ' BATT INSULATION 6" MIN. ABOVE AND HYBRIFLEX CABLES ROUTED UP r BELOW WAVEGUIDE ENTRY PLATE. VERIZON WIRELESS' NEW CABLE/ICE BRIDGE ROUTED FROM ; EXISTING STORAGE CLOSET TO , EQUIPMENT ABOVE. SEE SHEET VERIZON WIRELESS NEW CABLE/ICE o I EQUIPMENT TO LOCATION OF NEW CABLE PENETRATION i S-2 FOR CONTINUATION. BRIDGE ROUTED FROM EQUIPMENT TO _...__ NEW HYBRIFLEX CABLE ROUTED ALONG NEW EQUIPMENT PAD PLAN s I I INTO STORAGE CLOSET. SEE SHEET C-2 FOR DETAILS. i I r a LOCATION OF NEW CABLE r CABLE BRIDGE TO WAVEGUIDE ENTRY PANEL I <I PENETRATION INTO STORAGE CLOSET. ,� `, INTO EXISTING STORAGE CLOSET, TYP. FOR SECTIONS, DETAILS AND NOTES EXISTING STORAGE CLOSET ON MAIN THREE (3) HYBRIFLEX CABLES TOTAL. LEVEL OF CHURCH BUILDING �� 6. EXISTING VINYL SIDING A f. . i Q ::..........:::f EXISTING STORAGE CLOSET ON MAIN LEVEL aA OF CHURCH BUILDING l a NEW SHEETROCK WALL TO CONCEAL NEW SEAL SCALE PROJECT NO. CONDUITS. SEE SHEET S-2 FOR DETAILS. TN OF NEW Y O AS NOTED VER1663 .P FIE R y i e < 'd ' N. 'cq DRAWN BY DRAWING NO. a 1 -0 � BNP N ART PLAN AT MAIN CHURCH LEVEL WAVEGUIDE ENTRY PLATE DETAIL AT EXTERIOR WALL - ' �'` "� o CHECKED BY O-E 131E 7 SCALE: 1-1/2" = 1'-0" k ? �' / JHF .. 1 TYPICAL EQUIPMENT MOUNTING POST SECTION DATE S-2 SCALE: NONE: �, p`-� 3/1/18 VERIZON WIRELESS' NEW HYBRIFLEX OUTLINE OF OPENING FOR NEW "DOGHOUSE" CABLES AND ELECTRIC CONDUIT ROUTED CABLE PENETRATION ENCLOSURE ON UPPER S STRUCTURAL ALONG WALL TO LOCATION OF EQUIPMENT. STEEPLE LEVEL ABOVE. SEE SHEET S-3 FOR DETAILS. C CONSULTING NEW HILII SPEED SLEEVE FOR OUTLINE OF TOP TIER RRH UNIT ABOVE, TYP. S SERVICES, P.C. NEW WAVEGUIDE ENTRY PLATE HYBRIFLEX CABLE AND ELECTRIC NOTE: EXTERIOR WALL FINISH OF NEW SHAFT FOR HYBRIFLEX CABLES. SEE CONDUIT PENETRATION INTO 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 SHALL MATCH EXISTING. NEW OF REUSED WOOD 2-6" SHEET S-1 FOR DETAILS. LOWER STEEPLE LEVEL. SEE TEL:203.740.7578 FAX:203.775.5670 COVE SHALL BE INSTALLED ALONG BOTTOM OF SHEET S-3 FOR DETAILS. NEW WALL TO MATCH EXISTING. 4" 1 -8" 6" NEW ELECTRIC CONDUIT ROUTED UP TO LOWER STEEPLE LEVEL THROUGH EXISTING STORAGE M/E/P ENGINEER: CLOSET. SEE ELECTRIC SERIES FOR DETAILS. 00 0 -o NEW HYBRIFLEX CABLES ROUTED UP EXISTING AT&T TO LOWER STEEPLE LEVEL THROUGH CABLE CHASE 6" CB BREEN ASSOCIATES, P.C. EXISTING STORAGE CLOSET, TYP. FOR THREE (3) HYBRIFLEX CABLES TOTAL. A ' A o A 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 1 < ' TYPE X GYPSUM WALLBOARD `�- VERIZON WIRELESS' NEW RRH UNIT AND SOUTHPORT, CT 06890 ATTACHED TO STUDS WITH TYPE S -H — — DRYWALL SCREWS ® 12" O.C. — � r-- 12-OVP DISTRIBUTION BOX (SDB) MOUNIE ON NEW UNISTRUT FRAMING ATTACHED TO EXISTING LOWER STEEPLE LEVEL WALL AND " „ " I �a_ STACKED VERTICALLY, TYP. FOR FOUR (4) 18"GA. 22 METAL C STUD <__ RRH UNITS PER SECTOR (TWELVE (12) RRH 12 O.C. 20 GA. TRACK TOP CLIENT: EXISTING AT&T CABLE CHASE AND BOTTOM OF NEW WALL. OUTLINE OF ACCESS I I r - UNITS TOTAL) AND ONE (1) SDB PER OPENING ABOVE INTO i SECTOR (THREE (3) SDBs TOTAL). SEE / UPPER STEEPLE LEVEL I I THIS SHEET FOR DETAILS. SLOP _r " --DOWNS CONT 18 GA. 1 METAL TRACK, TYP. (ATTACHMENT TO EXISTING WALL BY CONTRACTOR) EXISTING ALUMINUM EXTENSION LADDER UP TO i 4 CENTEROCK ROAD UPPER STEEPLE LEVEL WEST NYACK, NEW YORK 10994 EXISTING STORAGE CLOSET ON MAIN LEVEL OF CHURCH BUILDING NEW - PART GROUND FLOOR PLAN AT EXISTING CLOSET QUIP°THROUGH DOGHOUSE°TO UPPER AX STEEPLE SCALE: LEVEL. SEE SHEET S-3 FOR DETAILS. n / 00000011110-4-1 EXISTING WOOD ROOF RAFTER OR STUD WALL, TYP. VERIZON WIRELESS' NEW COAX CABLES EXISTING WOOD FRAMING STUD ROUTED ALONG LOWER STEEPLE LEVEL WALL TO LOCATION OF NEW EQUIPMENT. Ej 1-5/8" HORIZONTAL UNISTRUT, PART 12" '/" " SEE THIS SHEET FOR DETAILS. HINGES #P1000T, LENGTH AS REQUIRED, TYP. MAX. O x 2 LONG LAG SCREW WITH ROUND THROUGHOUT WHERE SHOWN. ATTACH TYP. OVERSIZED WASHER INTO EXISTING ROOF RAFTER UNISTRUT TO EfISTING WOOD STUD OR WOOD STUD, TYP. PRE—DRILL �"O LEAD HOLE FRAMING WITH #"0 x 2 " LONG LAG bnb 07 IN RAFTER TO PREVENT SPLITTING, TYP. EXISTING ACCESS OPENING TN SCREW SPACED ® 16"f O.C. WITH THROUGH FLOOR ROUND, OVERSIZED, HARDENED P1000 GALV. STEEL UNISTRUT GROUND CLIP AND WIRE WASHER, TYP. PRE—DRILL HOLES IN CHANNEL 0 4'-0" O.C. MAX. ANTENNA CABLE (COAX OR HYBRIFLEX) MN EXISTING STUDS TO PREVENT SPLITTING. ATTACHED TO EXISTING ROOF ATTACHED TO UNISTRUT CHANNEL WITH RAFTER OR WOOD STUD STAINLESS STEEL SNAP IN CLIP, TYP. EXISTING WINDOW, TYP. 1-5L/8""PHORIZONTAL UNISTRUT, ALONG CABLE RUN FOR TWO (2) TOTAL. 131h LENGTH AS REQUIRED100TYP. THROUGHOUT TYPI�� CABLE ATTACHMENT TO ROOF RAFTER STUD DETAILWHERE SHOWN. SCALE: ,'—o" 2 LOWER STEEPLE LEVEL ATTIC PLAN SCALE: 1/2 = 1'-0" 1-5/8" HORIZONTAL UNISTRUT, PART #P1000T x 13'-0", TYP. 6 AA THROUGHOUT WHERE SHOWN. 1-5/8- VERTICAL UNISTRUT, RRH UNIT OR OVP ATTACHED TO PART #PlOOOT x 6'-3" LONG ® %WS/PCS 700/850 C— A D AWS/PCS 700/850 C—B ND 1 —3 UNISTRUT FRAME PER 4'-0 O.C., TYP. THROUGHOUT R RRH UNIT RRH U I RRH NIT RRH UNIT RRH UNIT RRH UNIT RRH UNIT MANUFACTURER'S SPECIFICATIONS WHERE SHOWN. SEE SECTION A o i ON THIS SHEET FOR DETAILS. o o P1000 GALV. STEEL COAX 1-5/8" HORIZONTAL UNISTRUT, SUPPORT CHANNEL, LENGTH „ AS REQUIRED @ 4—0 MAX RH UNIT PART THROUGHOUT x E -3 , TYP. �p p p p p p p p p p p poi �pppppppppp�ppppppppppp�� 4�[�ppppppppppppp pp DOpp� �pppppppp pp pppppppppp0� pp ppppppppppppppppppp� �ppppppppppppppp�pppppp �pppppppppppppppp pp ppp 11000H pp pppppppppp O.C. ATTACH CHANNEL T THROUGHOUT WHERE SHOWN. pppppppppp ppp ppppppppppppppppppppppp ppppppp�ppp�ppppppppppp p ppppppppppppppppp pp pppppp pppppppppp pp pp�ppppppppp ppdpp ppppppppppppppppppppp ppppppp�11�1ppppppDOppOppp pppppppppppppppppp pp Vjp pppppppppp pp pppppppppp STUDS WITH SCREW WITH x 2 " LONG LAG SCR W WITH pppppppppppppppppppppp� �pppppp�pppppppppppp�lpp 0 Opppppppppppppppp Op p�pp� pppppppppp pp pp�lpppppppp� �p pp pppppppppppOpp�pppp� Opppppp00�1pppppppppppppp �ppppppppppppppppp p0 pppp0 pppppppppp pp ppppppppppp ROUND, OVERSIZED, HARDENED WASHER, TYP. PRE-DRILL HOLES IN EXISTING STUDS TO ATTACH HORIZONTAL UNISTRUT TO VERTICAL PREVENT SPLITTING. ANTENNA UNISTRUT WITH PART #P1026 TYP. CABLE ATTACHED TO �6 REVISED PER RF 3/1/22 o UNISTRUT CHANNEL WITH CLIPSTAINLESS STEEL SNAP IN 5 REVISED PER RF 1/31/22 i 1-5/8" VERTICAL UNISTRUT, PART EXISTING WOOD 0 x 4 ISSUED FOR CONSTRUCTION 12/18/20 FRAMING STUD, TYP. co ANTENNA CABLES ATTACHED #P1 OOT x 6'-3" LONG ® 4'—O" _� TO UNISTRUT CHANNEL WITH O.C., TYP. THROUGHOUT WHERE .� STAINLESS STEEL SNAP IN 3 GENERAL REVISIONS iV19/19 i SHOWN. o c ° CLIP, TYP. i NOEL 2 ISSUED FOR BUILDING PERMIT 3/26/18 CONTRACTOR SHALL ATTACH EQUIPMENT PER MANUFACTURERS 1 ISSUED FOR REVIEW 3/1/18 � AWS/PCS 700/850 RRH UNIT C—BAND SPECIFICATIONS. RRH UNIT RRH UNIT RRH UNIT No. ISSUE OR REVISION DATE 1-5/8" HORIZONTAL UNISTRUT, - SEPARATION AS REQUIRED TO PARTT #P1000T x 2'-0" LONG SUPPORT EQUIPMENT PER 0 0 o o 0 0 0 0 0 0 MANUFACTURER'S No use, reproduction or dissemination may be made of this drawing pppppOppppppppppp�ppppp� �pppppp�pp�ppppppp� p pppOpppOppppp� 4pop�ppDop�pop�1[1� SPECIFICATIONS, TYP. and the concepts set forth without the prior written consent of SDB -- --- - -- - - Structural Consulting Services, P.C. Co i ht©2018 OR RRHJLj �ppppppppppppppppppppppppp " Opppppppppppppppppppppppppp pp pppppDOppppppppppppp�lp ppppppppppppppppppp pp ppp N i UNIT ATTACH HORIZONTAL UNISTRUT TO 1-5/8" HORIZONTAL UNISTRUT TM 6 PROJECT TITLE vERTTCAL UNISTRUT WITH PART #P2815 CUT TO REQUIRED LENGTH (TYP) �pppppppppppppppppDOpppp� �� ppppppp�pppppppppppppp� p ppppp�pppppppppppppp� �pppppppp00ppppppp pp p� _ 0 0 0 . 0 0 o New York S M SA uuu CHANNEL NUT WITH SPRING, O O a o Limited Partnership o UNISTRUT PART #P1008 • • ter,, 0 1-5/8- CONTINUOUS HORIZONTAL 3/8" DIA FLAT WASHER (TYP) \� / d/b/a VERIZON WIRELESS / SITE: FISHERS ISLAND UNISTRUT, PART #P1000T, LENGTH AS //12—OVP 12—OVP 12-0 REQUIRED, TYP. ATTACH UNISTRUT TO ALL 3 8" DIA BOLT TYP �1 / Li ALPINE AVENUE EXISTING WOOD RAFTERS ENCOUNTERED / (TYP) WITH k"O x 2" LONG LAG SCREW WITH FISHERS ISLAND, NY 06390 ROUND OVERSIZED WASHER, TYP. ( / PRE—DRILL t_0 LEAD HOLE IN RAFTER TO 1-5/8" VERTICAL UNISTRUT, DRAWING TITLE PREVENT SPLITTING, TYP. CUT TO REQUIRED LENGTH (TYP) ` It / EXISTING SLOPE LOWER STEEPLE LEVEL/ATTIC / SEPARATION AS REQUIRED TO SUPPORT EXISTING ROOF RAFTER. CONTRACTOR �� EQUIPMENT PER MA CATIO S REER''S PLAN, RRH MOUNTING TO FIELD VERIFY LOCATION. DETAILS AND NOTES SEAL4��, 011 41i y SCALE PROJECT NO. SLOPE DOWN6. �SyF ��F• AS NOTED VER1663 TOP OF ATTIC LEVEL FLOOR TOP OF ATTIC LEVEL FLOOR s' >e`r `�' DRAWN BY DRAWING NO. BNP i CHECKED BY RRH MOUNTING ET IL j, - f r 3 JHFS = 2 SECTION A—A AL 1" _ —o �� 9 <�• : DATE A SCALE: 1" = 1'-O" > 'R�FES 3/1/18 U ' NEW HYBRIFLEX CABLE, TYP. FOR TWO (2) PER SLEEVE MAX. S STRUCTURAL 4"0 HILT] SPEED SLEEVE PART # CP 653. SEAL ALL AROUND SLEEVE WITH HILTI C CONSULTING FIRESTOP SEALANT. INSTALL SLEEVE IN EXISTING AT&T STRICT ACCORDANCE WITH HILTI'S MICROWAVE DISH INSTALLATION INSTRUCTIONS. S SERVICES, P.C. EXISTING AT&T PANEL CUT 4"0 HOLE IN FLOOR FOR INSTALLATION ANTENNA, TYP. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 OF NEW HILTI SPEED SLEEVE TEL: 203.740.7578 FAX:203.775.5670 EXISTING AT&T EXISTING T&G WOOD DECKING RRH UNIT, TYP. ! + { + + ! + + M/E/P ENGINEER: ' ' I RRH { I I I I EXISTING 6x12 WOOD FLOOR JOIST, TYP. EXISTIN ALUMINUM I I' EXTENSION LADDER ' \\� CB GREEN ASSOCIATES, P.C. G ! . I + I EXISTING 2x8 WOOD DOTEEP 0 LOWER JOIST BELOW, TYP. 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 1 I I I I O r I I I 30 n I I 16 n I ! t ' I ' I I I I I I I i J I NEW 14„t x 24„ OPENING CUT 8" 14"t 18"f 1 ' THROUGH EXISTING WOOD DECKING AND CLIENT:I M-+,I METAL ROOFING. DO NOT CUT THROUGH ANY EXISTING JOISTS. EXISTING ACCESS i i � EXISTING 2x8 RIDGE BEAM BELOW OPENING THROUGH FLOOR --- --7-------r--------------!---- — ----- � --EXISTING PLASTER CEILING, TYP. i ' i i i i i I i `n 'F(Bu Uzza 1 I 00 a ! w + a a ! ! 0000;o o l I a a I I I i Z I 0 I I 000 000 I I cf 000 00o I ! I N NM CD FLOOR PENETRATION DETAIL THROUGH LOWER STEEPLE LEVEL FLOOR EXISTING 2x8 RIDGE I I i I I o0 0o i ! I I I + BOARD BELOW I I I I I I 4 CENTEROCK ROAD EXISTING LOUVRE, TYP + ., I + + I WEST NYACK, NEW YORK 10994 FOR THREE (3) TOTAL. - I OUTLINE OF STEEPLE ABOVE i = I �� { i i /' i i P1000 GALV. STEEL COAX SUPPORT > I I i CHANNEL, LENGTH AS REQUIRED 0 /' NEW COAX CABLES ROUTED DOWN THROUGH ! I I � I I I ! i + 4'-0" MAX O.C. ATTACH CHANNEL TO n n NEW "DOGHOUSE" CABLE ENCLOSURE TO + I I ` -------I_--____ _�� I I I STUDS WITH 2 - LOWER STEEPLE LEVEL BELOW, TYP. SEE x 2 LONG LAG ! i ! I I I I I RRH I I SCREW WITH ROUND, OVERSIZED, I , I I I I I SHEET S-2 FOR CONTINUATION. I I I I I I + I I HARDENED WASHER, TYP. PRE-DRILL HOLES IN EXISTING STUDS TO PREVENT SPLITTING. ANTENNA CABLE ATTACHED NEW "DOGHOUSE" CABLE TO UNISTRUT CHANNEL WITH STAINLESS PENETRATION ENCLOSURE. SEE z N, I z C'4 STEEL SNAP IN CLIP, TYP. SEE SHEET THIS SHEET FOR DETAILS. w I w S-2 FOR SIMILAR ATTACHMENT `- NEW COAX CABLES ROUTED FROM NEW U o EQ. EQ. o DETAILS. -M "DOGHOUSE" CABLE ENCLOSURE OVER -' TO EXISTING WALL AND UP WALL C.L. THROUGH STEEPLE TO ELEVATION OF "DOGHOUSE" MN NEW PANEL ANTENNAS, TYP. SEE SHEET ENCLOSURE S-4 FOR CONTINUATION. 131h' 2 EP_El/2" 30" NEW SIXTEEN (16) PORT (4X4) WAVEGUIDE ENTRY PLATE CENTERED ON AND ATTACHED TO FACE OF ENCLOSURE WITH S.S. SCREWS (SITE PRO NEW 30"00"00" HIGH CUSTOM 14 GA. GALV. FULLY WELDED SHEET METAL #E1447 OR APPROVED EQUAL), TYP. FOR THREE (3) TOTAL. SEAL ALL ENCLOSURE WITH 2" FLANGE ALL AROUND BASE OF ENCLOSURE. AROUND PERIMETER WITH EXTERIOR GRADE SILICONE SEALANT. PROVIDE RUBBER WAVEGUIDE BOOTS WITH S.S. CLAMPS, CAP ALL UNUSED PORTS WITH RUBBER CAPS & S.S. CLAMPS AND MAKE WATERTIGHT. n C� REVISED PER RF 3/1/22 5 REVISED PER RF V31/22 F-------------------------� 4 ISSUED FOR CONSTRUCTION 12/18/20 3 GENERAL REVISIONS 11/19/19 2 ISSUED FOR BUILDING PERMIT 3/26/18 CA i I I 1 ISSUED FOR REVIEW 3AA8 No. ISSUE OR REVISION DATE No use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of IL _\�_1_ !__L___J__I Structural Consultingvi Serces, P.C. Co i ht©2018 SEAL OVER FLANGE AND SCREWS ALL AROUND , I { , r I r PERIMETER OF ENCLOSURE WITH "FLEX SEAL" I + I I I + I PROJECT TITLE LIQUID SEALANT OR APPROVED EQUAL. New York S M SA Limited Partnership I I I ATTACH ENCLOSURE TO EXISTING WOOD ROOF DECK WITH #8 x " S.S. OR GALV. STEEL SCREWS ® d/b/a VERIZON WIRELESS 2" FLANGE ALL AROUND BASE OF ENCLOSURE. + I ' � � � I I TYP 12" O.C, TYP. SITE: FISHERS ISLAND SET ENCLOSURE IN BED OF EXTERIOR GRADE SILICONE SEALANT. EQ. 14"t EQ. ALPINE AVENUE FISHERS ISLAND, NY 06390 6 „ PROVIDE 20"x2O" OPENING ON ALL FOUR (4) SIDES OF ENCLOSURE FOR WAVEGUIDE ENTRY PLATES AND NEW COAX CABLES ROUTED THROUGH NEW DOGHOUSE FOR ACCESS PANEL ON 4TH SIDE. PROVIDE 24"x24" 14 GA. GALV. STEEL COVER TO CLOSE ACCESS DRAWING TITLE ENCLOSURE TO UPPER STEEPLE LEVEL, TYP. FOR FOURTY—TWO (42) COAX CABLES. MAINTAIN MINIMUM OPENING ON 4TH SIDE. ATTACH COVER TO ENCLOSURE WITH #6x%" HWH SHEET METAL SCREWS 012" "O.C. ALL AROUND. PROVIDE 2 WIDE RUBBER GASKET BETWEEN ENCLOSURE AND COVER. BEND RADIUS PER MANUFACTURER'S SPECIFICATIONS. UPPER STEEPLE LEVEL PLAN, EXISTING 2x8 WOOD JOIST, TYP. CABLE PENETRATIONDETAILS AND NOTES NEW 14"f x 24" OPENING CUT THROUGH EXISTING WOOD DECKING AND METAL ROOFING. DO NOT CUT THROUGH ANY EXISTING JOISTS. "DOGHOUSE" CABLE PENETRATION ENCLOSURE DETAILS W�oF N wNn��' SCALE PROJECT 16 HE y'�., AS NOTED VER1663 SCALE. 1 1/2 P�^✓ y''�' DRAWN BY DRAWING NO. BNP `9f.V CHECKED BY `sy JHF S = 3 � A 893�3 :.�.;� DATE �� OrrF' t!P'\v,� 3/1/18 ------------------------------------------------------------------------- TOP OF CROSS I\\ ^— -- EXISTING TONGUE & GROOVE WOOD ELEV. 65'-6"t AGL I \ /�i SHEATHING, TYP. I S STRUCTURAL \ I \\ EXISTING CEDAR SHAKE SHINGLES TO REMAIN,I C CONSULTING ____________________________________________.....______________....___ ___ 1 TYP. EXISTING SHINGLES SHALL BE PAINTED TO 1 \�__ I MATCH THE EXISTING COLOR OF THE CEDAR I \ ------------------ --------------------- �\---� —�� ""—""` — `—`%� i SHAKE ROOFING. S SERVICES P.C. 3/8" FRP PANEL BY STEALTH CONCEALMENT I I \ f 1 EXISTING 2x8 WOOD CORNER RAFTER, TYP. SOLUTIONS, INC., TYP. AT ALL THREE (3) I 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 ANTENNA MOUNT LOCATIONS. REFER TO I I \ 1 EXISTING 26 WOOD FACE RAFTER TO BE CUT STEALTH'S DRAWINGS FOR DETAILS. \\\ i� j I FLUSH WITH THE BOTTOM OF THE NEW LVL TEL:203.740.7578 FAX:203.775.5670 HEADER, TYP. AT ALL THREE (3) ANTENNA EXISTING CROSS OUTLINE OF UPPER STEEPLE LEVEL WALLS AND ROOF I I \ G' I MOUNT LOCATIONS. I \ -9 I BELOW. EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN I f 1 \ �� O� 1 I I M/E/P ENGINEER: LE FRONT OF ANTENNAS (THREE (3) SIDES/LOCATIONS) TO BE ( I \\ ®9 S �i. ! I f MOUIZON IREWIT NS EXIST' NEW NG PANEL AETENNA REMOVED AND REPLACED WITH NEW RF—TRANSPARENT FRP I 1 I 5�T P� I I I THREE (3) ANTENNAS TOTAL. SEE "TYPICALOR MATERIAL/ROOFING TO MATCH EXISTING CEDAR SHAKE I I 8• O .� ,(� I " CB BREEN ASSOCIATES, P.C. ROOFING IN STYLE AND TEXTURE. EXISTING CEDAR SHAKE 1 ANTENNA MOUNTING DETAIL ON SHEET S-5. ROOFING TO REMAIN AND NEW RF—TRANSPARENT ROOFING I I S-4 \\\ Psi 1 j NEW 2k O.D. SCHED. 40 GALV. STEEL PIPE PANELS SHALL BE PAINTED TO MATCH THE EXISTING COLOR I I I \ ° ! I MAST x 6'-0" LONG, TYP. FOR THREE (3) 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 OF THE CEDAR SHAKE ROOFING. 1 ! I 0, ° I I TOTAL. SOUTHPORT. CT 06890 ., ��. I I I I I `V `+ I I 1-5/8" HORIZONTAL UNISTRUT SPANNING FRP L4x4J ANGLE CENTERED ON FACE OF 1 I ° � 1 1 BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST STEEPLE TO BE FIELD BONDED TO THE FRP I I 1 PANEL BY STEALTH CONCEALMENT SOLUTIONS, I I I I I I SUPPORT, PART #P1000T, LENGTH AS INC., TYP. AT ALL THREE (3) ANTENNA I I p. I I REQUIRED, TYP. HORIZONTAL UNISTRUT SHALL 1 EXTEND 3" MAX. PAST OUTRIGGERS. SEE THIS CLIENT: MOUNT LOCATIONS. REFER TO STEALTH'S I 1 I I I I DRAWINGS FOR DETAILS. SHEET FOR LAYOUT AND DETAIL 2 ON SHEET [ I I I I IS-5 FOR ATTACHMENT TO CORNER RAFTER I f I i 1 I DETAIL. 1j"x5j" 1.9E LVL HEADER ATTACHED T 1 1 I 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER EXISTING 2x8 CORNER RAFTERS WITH I I I HORIZONTAL UNISTRUT WITH NO FACTORY 1 I j I HOLES. PART #P1000, LENGTH AS REQUIRED, _ FOUR (4)-16d TOE NAILS TOP & I I i I I f EXTENDING OUT FROM CORNER RAFTERS TYP. BOTTOM (EIGHT (8)—TOE NAILS TOTAL I f I I I I � " � OUTRIGGERS SHALL EXTEND 3" MAX. PAST AT EACH END OF HEADER), TYP. AT ALL 1 1 I 8—9 f I HORIZONTAL UNISTRUT. SEE THIS SHEET FOR THREE (3) ANTENNA MOUNT LOCATIONS. I 1 I (V.I.F.) ' I OUTLINE OF STEEPLE CORNER BEYOND, TYP. � I I �� I 1 I r,_--- -� I I LAYOUT AND DETAIL 2 ON SHEET S-5 FOR i ATTACHMENT TO CORNER RAFTER DETAIL. 4 CENTEROCK ROAD FRP L4x4xj x 4" LONG CLIP ANGLE BY 1 I = �__ �� I I PLASTIC END CAPS SHALL BE WEST NYACK, NEW YORK 10994 I I EXISTING 2x4 WOOD FACE RAFTER, TYP. STEALTH CONCEALMENT SOLUTIONS, INC., I INSTALLED ON ALL HORIZONTAL I I I I 1 i f TYP. ON TOP AND BOTTOM AT ALL THREE 1 I � I UNISTRUT AND OUTRIGGER ENDS. (3) ANTENNA MOUNT LOCATIONS. NEW COAX CABLES ROUTED FROM NEW I I I I 1 DOGHOUSE CABLE ENCLOSURE OVER TO NEW RF—FRIENDLY SHINGLES TO MATCH EXISTING BY I 1 i ( 1 I -DOGHOUSE- EXISTING CENTER 4x8 WOOD POST i I I STEALTH CONCEALMENT SOLUTIONS, INC, TYP. AT ALL I I 1 EXISTING WALL AND UP WALL THROUGH I I I I i t I I STEEPLE ON UNISTRUT FRAMING TO ELEVATION THREE (3) ANTENNA MOUNT LOCATIONS. NEW I I EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. i i I I I 1 OF NEW PANEL ANTENNAS, TYP. SEE SHEET EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE �` SHINGLES SHALL BE PAINTED TO MATCH THE I I 1 ° I EXISTING COLOR OF THE CEDAR SHAKE ROOFING. I 1 I I S-3 FOR CONTINUATION. EXISTING COLOR OF THE CEDAR SHAKE ROOFING. i I I 1 I �;� I f 1-5/8" UNISTRUT x 6" LONG LEDGER, PART #P1000, ATTACHED TO FACE OF CORNER EXISTING TONGUE & GROOVE WOOD SHEATHING, TYP. " " RAFTER FOR SUPPORT OF HORIZONTAL 1 2 X 2 WIDE MIN. SCP PANEL SHIMS TO SHIM \ I FRP PANELS FLUSH WITH EXISTING SHEATHING BY I I I V \\ I UNISTRUT FOR COAX CABLES, TYP. SEE DETAIL 2 ON SHEET S-5 FOR SIMILAR DETAILS. I I STEALTH CONCEALMENT SOLUTIONS, INC., TYP. AT I I G i \ f 1 ALL THREE (3) ANTENNA MOUNT LOCATIONS. SHIMS I P1000 GALV. STEEL UNISTRUT CHANNEL 0 1 I ��, � i \ I " EXISTING 2x8 WOOD CORNER RAFTER BEYOND, TYP. ; i i �� ARE TO BE FIELD BONDED TO BACK OF FRP PANEL I I 1 Q ®`L i \\ I 14—0 O.C. MAX. ATTACHED TO UNISTRUT ONCE ALL HAVE BEEN CUT TO SIZE AND TEST FIT. 1 1 I �� \ I I LEDGER ALONG CABLE RUN I I � EXISTING 21x4 WOOD HEADER/HORIZONTAL i i I j I i� \\ f j EXISTING CENTER 48 WOOD POST EXISTING 2jx4 WOOD FACE RAFTER, TYP. _._._.. —_---.._ --_._.---------- I I ------------ � I I ___.. --___—__..._.__..._--- \ ! I I \ I TN 6" 0 ALPHA & BETA SECTORS I \ I \ I 9" 0 GAMMA SECTOR I I M I I SEE " AL - 2 STEEPLE PLAN VIEW @ BOTTOM OF ANTENNAS ELEV. 44'-1 -AGL) 13�,�• I I ,, , S— SCALE: 1 = 1 —0 Nil iI TOP OF VERIZON WIRELESS' NEW ANTENNAS 3/8" FRP PANEL BY STEALTH CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE 3 ANTENNA MOUNT NEW RF—FRIENDLY SHINGLES TO MATCH EXISTING BY I I ELEV. 49—0 t AGL ( ) STEALTH CONCEALMENT SOLUTIONS, INC, TYP. AT ALL LOCATIONS. REFER TO STEALTH'S DRAWINGS FOR DETAILS. THREE (3) ANTENNA MOUNT LOCATIONS. NEW SHINGLES SHALL BE PAINTED TO MATCH THE EXISTING I ' FRP L4x4J ANGLE CENTERED ON FACE OF STEEPLE COLOR OF THE CEDAR SHAKE ROOFING. 6'-0" 0 ALPHA & BETA SECTORS TO BE FIELD BONDED TO THE FRP PANEL BY i i I i 6'-3" 0 GAMMA SECTOR STEALTH CONCEALMENT SOLUTIONS, INC., TYP. AT 1/2" X 2" WIDE MIN. SCP PANEL SHIMS TO SHIM FRP ALL THREE (3) ANTENNA MOUNT LOCATIONS..REFER PANELS FLUSH WITH EXISTING SHEATHING BY STEALTH TO STEALTH'S DRAWINGS FOR DETAILS. ,�0� CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) REVISED PER RF 3/1/22 ANTENNA MOUNT LOCATIONS. SHIMS ARE TO BE FIELD BONDED TO BACK OF FRP PANEL ONCE ALL HAVE BEEN 5 REVISED PER RF 1/31/22 C.L. OF VERIZON WIRELESS NEW ANTENNAS CUT TO SIZE AND TEST FIT. I ELEV. 46—9 f AGL 4 ISSUED FOR CONSTRUCTION 12/18/20 OHO1 M NEW 2k O.D. SCHED. 40 GALV. STEEL PIPE 3 GENERAL REVISIONS 11/19/19 _ _ _ _ MAST x 6'-0" 0 ALPHA & BETA SECTORS S-4 & 6'-3" 0 GAMMA SECTOR, TYP. FOR THREE I I� / (3) T L. 2 ISSUED FOR BUILDING PERMIT 3/26/18 1-5/8" HORIZONTAL UNISTRUT SPANNING 1 ISSUED FOR REVIEW 3/1A8 I I r I BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST SUPPORT, PART #P1000T� LENGTH AS No. ISSUE OR REVISION DATE REQUIRED, TYP. HORIZONTAL UNISTRUT SHALL EXTEND 3" MAX. PAST OUTRIGGERS. SEE THIS a i I i �� EXISTING WOOD BRACING, TYP. SHEET FOR LAYOUT AND DETAIL 2 ON SHEET No use, reproduction or dissemination may be made of this drawing ° I I I S-5 FOR ATTACHMENT TO CORNER RAFTER and the concepts set forth without the prior written consent of � DETAIL. Structural ConsultingServices, P.C. Co i ht( 2018 i 1-5/8" HORIZONTAL UNISTRUT, PART #P1000T, " „ __________ ' ___ I It I ' LENGTH AS REQUIRED BETWEEN I'ORNER RAFTERS ( —0 1-5/8 GALV. STEEL UNISTRUT OUTRIGGER V. I + - � I � � AND UP AGAINST FACE RAFTER, TYP. SEE SECTION 2 I ( I.F.) ( HORIZONTAL UNISTRUT WITH NO FACTORY PRO)ECT TITLE ON THIS SHEET FOR LAYOUT AND DETAIL 2 ON HOLES, PART #P1000, LENGTH AS REQUIRED, TYP. THROUGHOUT WHERE SHOWN. OUTRIGGERS New York S M SA SHEET S-5 FOR SIMILAR ATTACHMENT DETAIL. I SHALL EXTEND 3" MAX. PAST HORIZONTAL Limited Partnership .00 UNISTRUT. SEE THIS SHEET FOR LAYOUT AND DETAIL 2 ON SHEET S-5 FOR ATTACHMENT TO d/b/a VERIZON WIRELESS CORNER RAFTER DETAIL. SITE: FISHERS ISLAND I' _ ' M ' \� I _______ __ _____ / PLASTIC END CAPS SHALL BE ALPINE NUE / I�----- -- ------ -- i \� FQ ° INSTALLED ON ALL HORIZONTAL FISHERS ISLAND, NY06390 t 2\ sr3 UNISTRUT AND OUTRIGGER ENDS. I 6'1 L — — — EXISTING CENTER 48 WOOD POST DRAWVING TITLE BOTTOM OF EXISTING DOUBLE 2x8 PLATE FOR STEEPLE FRAMING & �O EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. 1 L TOP OF EXISTING JOISTS c�� EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. STEEPLE SECTIONS EXISTING DOUBLE 2x8 PLATE I EXISTING TONGUE & GROOVE WOOD AROUND BASE OF STEEPLE I SHEATHING, TYP. AND NOTES ' VERIZON WIRELESS' NEW PANEL EXISTING 2x8 WOOD CORNER I NEW COAX CABLES ROUTED FRO i ANTENNA MOUNTED WITHIN EXISTING RAFTER, TYP. NEW "DOGHOUSE" CABLE ; STEEPLE, TYP. FOR THREE (3) ENCLOSURE OVER TO EXISTING I ANTENNAS TOTAL. SEE TYPICAL EXISTING 22x4 WOOD HEADER/HORIZONTAL ABOVE, TYP. SEAL,OI SCALE PROJECT NO. WALL AND UP WALL THROUGH ANTENNA MOUNTING DETAIL" ON SHEET �OF NEtA STEEPLE TO ELEVATION OF NEW I S-5• EXISTING 2jx4 WOOD FACEcP� H� y I"p,° AS NOTED VER1663 PANEL ANTENNAS, TYP. SEE RAFTER, TYP. DRAWN BY DRAWING NO. ��5 SHEET S-3 FOR CONTINUATION. I MN -� /' '+, BNP CHECKED BY � TYPICAL STEEPLE SECTION r3_'%� STEEPLE PLAN VIEW @ TOP OF ANTENNAS (ELEV. 49'-0"f AGL 13'�' I� JHFS -4 S-4 SCALE: 3/4" = 1'—O" .. 39 At DATE DATE S—�} SCALE: 1 = 1 —0 f= r c 3/1/18 EXISTING TONGUE & GROOVE WOOD SHEATHING, TYP. VERIZON WIRELESS ANTENNA & CABLE NOTES: S STRUCTURAL EXISTING 2jx4 WOOD FACE RAFTER 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS EXISTING 2x4 WOOD HEADER/HORIZONTAL CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, SPECIFIED BY VERIZON WIRELESS. C CONSULTING FACE OF HEADER— MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED BASE STATION ANTENNAS: SEE DETAIL 3 THIS SHEET _ BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL USE 1-5/8" INCH CABLE. EXISTING 2x8 WOOD CORNER RAFTER BEYOND BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. SP.C.SERVICES .0 NEW RF-FRIENDLY SHINGLES TO MATCH EXISTING BY I COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS GPS ANTENNAS: STEALTH CONCEALMENT SOLUTIONS, INC. NEW i i Q AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED USE 1/2" INCH CABLE. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 SHINGLES SHALL BE PAINTED TO MATCH THE EXISTING WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. 8• MINIMUM BENDING RADII FOR BASE STATION COAXIAL CABLES: TEL: 203.740.7578 FAX:203.775.5670 COLOR OF THE CEDAR SHAKE ROOFING. 0 I 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM 1-5/8", RMIN = 20" 1/2" X 2" WIDE MIN. SCP PANEL SHIMS TO SHIM FRP PANELS " 0 ALPHA & BETA SECTORS SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION 9. BRASS TAGS AREA TO BE ATTACHED WITH STAINLESS STEEL TIE WIRES AT: FLUSH WITH EXISTING SHEATHING BY STEALTH CONCEALMENT ; 9" 0 GAMMA SECTOR AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST ANTENNAS AND AT THE EQUIPMENT. M/E/P ENGINEER: SOLUTIONS, INC., TYP. AT ALL THREE (3) ANTENNA MOUNT --- TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. LOCATIONS. SHIMS ARE TO BE FIELD BONDED TO BACK OF FRP 4r TOP OF VERIZON WIRELESS' NEW ANTENNAS 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: TAPING OF ANTENNA CABLE: PANEL ONCE ALL HAVE BEEN CUT TO SIZE AND TEST FIT. ELEV. 49'-0"t AGL — AT THE ANTENNAS REFER TO ANTENNA & CABLE SCHEDULE VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED WITHIN EXISTING STEEPLE. / — JUMPER CABLES 0 EQUIPMENT CABINETS INFORMATION ON BRASS TAGS SHALL BE AS FOLLOWS: CB BREEN ASSOCIATES, P.C. 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HEIGHT OF ANTENNA (i.e. 100.5' OR 105.5') 3/8" FRP PANEL BY STEALTH CONCEALMENT SOLUTIONS, STEEL U—BOLTS WITH GALV. STEEL AND AT THE BASE OF VERTICAL RUNS ANTENNA ORIENTATION SECTOR (i.e. ALPHA, ETC.) 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 INC. WITHIN ELEVATION OF HEADERS FOR FULL LIMITS / HEAVY HEX NUTS AND WASHERS, TYP. 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CELL, PCS, LTE—C, AWS OR LTE—PCS SOUTHPORT. CT 06890 BETWEEN CORNER RAFTERS. REFER TO STEALTH'S / CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR "VERIZON WIRELESS" DRAWINGS FOR DETAILS. GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 10. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS FRP L4x4xi ANGLE CENTERED ON FACE OF STEEPLE TO / 6. SYSTEM INSTALLATION: WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL BE FIELD BONDED TO THE FRP PANEL BY STEALTH THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE BE SEALED IMMEDIATELY AFTER BEING INSTALLED. CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS CLIENT: ANTENNA MOUNT LOCATIONS. REFER TO STEALTH'S RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: 11. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A DRAWINGS FOR DETAILS. 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING WEATHERPROOF SPLICING KIT. NEW 2r O.D. SCHED. 40 GALV. rLn HARDWARE. STEEL PIPE MAST x 6'-0" LONG o -0" 3. HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS ® ALPHA & BETA SECTORS 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. 12. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL AT ALPHA & BETA SECTORS & 6—3 0 GAMMA SECTOR IN FIELD PRIOR TO CONSTRUCTION. � . nv 6'-3" LONG AT GAMMA SECTOR N 13. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS - / X AT EACH END. w „ » _ _ _ C.L. OF VERIZON WIRELESS' NEW ANTENNAS 6� - - 0 ELEV. 46'-9"t AGLco - - — 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 1-5/8" HORIZONTAL UNISTRUT SPANNING BETWEEN z OUTRIGGERS FOR ANTENNA PIPE MAST SUPPORT, PART a #P1000T, LENGTH AS REQUIRED, TYP. HORIZONTAL UNISTRUT SHALL EXTEND 3" MAX. PAST OUTRIGGERS. SEE w = SECTIONS 2 & 3 ON SHEET S-4 FOR LAYOUT AND DETAIL / w ui v 2 ON THIS SHEET FOR ATTACHMENT TO CORNER RAFTER m DETAIL. N v = Ur, 0 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER HORIZONTAL UNISTRUT WITH NO FACTORY HOLES. PART #P1000, / LENGTH AS REQUIRED, EXTENDING OUT FROM CORNER a RAFTERS, TYP. OUTRIGGERS SHALL EXTEND 3" MAX. / PAST HORIZONTAL UNISTRUT. SEE SECTIONS 2 & 3 ON x, (FRONT) (SIDE) SHEET S-4 FOR LAYOUT AND DETAIL 2 ON THIS SHEET w ALPHA, BETA AND GAMMA SECTOR "2-0 FOR ATTACHMENT TO CORNER RAFTER DETAIL. m 4G/CBRS ANTENNAS / 0 MANUFACTURER: JMA WIRELESS GPS UNITS 0 MODEL No.: MXI4FIT465-01 MANUFACTURER: PCTEL FRP L4x4xi x 4" LONG CLIP ANGLE BY STEALTH CONCEALMENT SOLUTIONS, INC., TYP. N "(A/6/G)4G/C-BAND" ON PLAN MODEL No.: GPS-TMG-HR-26N TOP AND BOTTOM OF FRP ANGLE. REFER TO w (THREE (3) ANTENNAS TOTAL) GPS 1, 2, 3 & 4 ON PLAN STEALTH'S DRAWINGS FOR DETAILS. o FRONT AREA: 5.4t SF (FOUR (4) UNITS TOTAL) WEIGHT: 52.5 LEIS WEIGHT 0.6 LB 1i"x5i" 1.9E LVL HEADER ATTACHED TO EXISTING 2x8 CORNER RAFTERS WITH FOUR (4)-16d TOE NAILS TOP & BOTTOM (EIGHT (8)-TOE NAILS TOTAL AT EACH END OF HEADER) 0° 00 o VERIZON WIRELESS ANTENNA FACE OF HEADER � _ AND GPS UNIT DIMENSIONS D SCALE: " = 1'—O" (PANEL ANTENNA); 3" = 1'—O" (GPS UNIT) M EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE ATTACH CUT END OF EXISTING FACE RAFTER TO EXISTING COLOR OF THE CEDAR SHAKE ROOFING. REMAIN TO NEW LVL HEADER WITH THREE (3)-16d VERIZON WIRELESS ANTENNA & CABLE SCHEDULE TOE NAILS EACH SIDE OF RAFTER. COLOR TYPICAL ANTENNA MOUNTING DETAIL 6 ALPHA SECTOR AZ = 88'* 700/850 RRH EXISTING TONGUE & GROOVE WOOD X AWS/PCS I s 1-5/8" HORIZONTAL UNISTRUT SPANNING SHEATHING TO REMAIN, TYP. _ BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST a RRH 0 z 6 REVISED PER RF 3/1/22 SUPPORT, PART #P1000T, 2 ONE (1)-NEW LENGTH AS REQUIRED, EXISTING CEDAR SHAKE SHINGLES TO JMA WIRELESS cv > > 9 REMAIN TO FIRST FULL EXPOSURE MXI4FIT465-01 4G/C-BAND I _ 60 f (V.1.F) 12x24 HYBRIFLEX 5 REVISED PER RF 1/31/22 TYP. HORIZONTAL UNISTRUT SHALL EXTEND 3" MAX. PAST OUTRIGGERS. SEE SECTIONS 2 & 3 PAST LOCATION OF SAW CUT. a CABLE ON SHEET S-4 FOR LAYOUT AND DETAIL 2 ON THIS SHEET FOR ATTACHMENT TO CORNER FASTEN EDGE OF EXISTING SHEATHING TO C-BAND 4 ISSUED FOR CONSTRUCTION 12/18/20 RAFTER DETAIL. HEADER WITH SIMPSON STRONG-DRIVE SDWS RRH I 3 GENERAL REVISIONS 1V19/19 EXISTING 2x8 WOOD CORNER RAFTER, TYP. 8hf FRAMING SCREWS x 2 " LONG 0 4" O.C. EXISTING WOOD HEADER (DETAI SIMILAR AT NEW LVL HEADER I N 2 ISSUED FOR BUILDING PERMIT 3/26/18 BELOW) %"0 A307 GALV. STEEL BOLT W/ROUND WASHER FASTEN FRP PANEL ALL AROUND BETA SECTOR 1 ISSUED FOR REVIEW 3/1/18 AND HEAVY HEX NUT. FIELD DRILL A-0 HOLES PERIMETER TOP AND BOTTOM TO AZ = 268* 700/850 THROUGH UNISTRUT AS REQUIRED. 61" AS REQUIRED HEADERS AND ON SIDES TO CORNER RRH I No. ISSUE OR REVISION DATE RAFTERS WITH SIMPSON STRONG-DRIVE W c 3/8"0 LAG BOLT x 2" LONG WITH ROUND, SDWS FRAMING SCREWS x 3" LONG 0 EXISTING 2!x4 WOOD FACE RAF R X AWS/PCS OVERSIZED, HARDENED WASHER, TYP. PRE-DRILL „ » 4 a RRH > z No use, reproduction or dissemination may be made of this drawing HOLES IN EXISTING RAFTERS TO PREVENT SPLITTING. 3 4 O.C. PRE—DRILL 5/32 HOLE IN o 0 ' m and the concepts set forth without the nor written consent of FIELD DRILL "0 HOLES THROUGH UNISTRUT. MAX. FRP PANEL TO PREVENT SPLITTING. (4)—SIMPSON STRONG—DRIVE 1 Q ONE (1)—NEW p i? „ JMA WIRELESS N Structural ConsultingServices, P.C. Co i ht©2018 4G C-BAND 60 f V.I.F 1 SDWS FRAMING SCREWS x 2 / ( ) 12x24 HYBRIFLEX " MXI4FIT465-01 a � 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER SAW CUT EXISTING ROOF--,_ LONG 0 1 O.C. I CABLE Q PROJECT TITLE HORIZONTAL UNISTRUT WITH NO FACTORY HOLES. SHEATHING p PART #P1000, LENGTH AS REQUIRED, EXTENDING OUT ' C-BAND I v FROM CORNER RAI-TERS, TYP. OUTRIGGERS SHALL i RRH (� New York S M SA EXTEND 3" MAX. PAST HORIZONTAL UNISTRUT. SEE f f FRP L4x4xj x 4" LONG CUP A LE Q tulN Limited Partnership SECTIONS 2 & 3 ON SHEET S-4 FOR LAYOUT AND FACE OF HEADER BY STEALTH CONCEALMENT N 358' DETAIL 2 ON THIS SHEET FOR ATTACHMENT TO 1" 3 » 1 "f NEW RF—FRIENDLY SHINGLES TO MATCH EXISTING SOLUTIONS, INC., TYP. TOP AN U GAMMA 88• d/b/a VERIZON WIRELESS CORNER RAFTER DETAIL. O BOTTOM OF FRP ANGLE. REFER TO SECTOR ALPHA SITE: FISHERS ISLAND BY STEALTH CONCEALMENT SOLUTIONS, INC. NEW STEALTH'S DRAWINGS FOR DETAI GAMMA SECTOR c SECTOR SHINGLES SHALL BE PAINTED TO MATCH THE AZ = 358* 700/850 O ALPINE AVENUE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. I O FISHERS ISLAND, NY 06390 REFER TO STEALTH'S DRAWINGS FOR DETAILS. rO FRP THREADED RODS WITH RRH U ME 268' 6" ISOPLAST NUTS FOR FRP CLIP I BETA 1/2" X 2" WIDE MIN. SCP PANEL SHIMS TO SHIM FRP ANGLE CONNECTION BY STEAL X AWS/PCS W SECTOR DRAWING TITLE PANELS FLUSH WITH EXISTING SHEATHING BY STEALTH CONCEALMENT SOLUTIONS, INC., a RRH >o I z N CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) sME i TYP. REFER TO STEALTH'S ► ZE ONE (1)-NEW 8ANTENNA MOUNT LOCATIONS. SHIMS ARE TO BE FIELD CE ALL HAVEE B DRAWINGS FOR DETAILS. JMA WIRELESS 4G/C-BAND N ( 60't (V.I.F) 12x24 HYBRIFLEX ANTENNA MOUNTING DETAIL, BONDED TO BACK OF FRP PANEL TO SIZEAND TEST FIT. MX14FIT465-01 n• CABLE - ANTENNA & CABLE SCHEDULE " FRP PANEL TO BE FIELD FRP L4x4x ANGLE CENTERED 0 I DETAILS AND NOTES 3/8 FRP PANEL BY STEALTH CONCEALMENT BONDED TO CENTER FRP C—BAND = o SOLUTIONS, INC. WITHIN ELEVATION OF HEADERS FACE OF STEEPLE BY STEALTH RRH I AZIMUTHS ARE MEASURED FOR FULL LIMITS BETWEEN CORNER RAFTERS. ANGLE BY STEALTH CONCEALMENT SOLUTIONS, INC. CONCEALMENT SOLUTIONS, REFER TO STEALTHS DRAWINGS CLOCKWISE FROM TRUE NORTH REFER TO STEALTH'S DRAWINGS FOR DETAILS. INC., TYP. REFER TO I w FOR DETAILS. TRANSLATION OF TYPICAL UNISTRUT OUTRIGGER TO STEALTH'S DRAWINGS FOR to ORIENTATION ANGLES V1100D CORNER RAFTER ATTACHMENT DETAIL DETAILS. GPS 1 FOUR (4) NEW LEGEND: SEAL - O SCALE PROJECT NO. 2 SCALE: 3" = 1'-0" FRP ANGLE TO HEADER ATTACHMENT DETAIL GPS UNIT (4) PCTEL GPS 2 15'f (V.I.F) "� ANDREW 700 = 700 ANTENNA �P�� N <<J AS NOTED vER1663 SCALE: 3 - 1 -0 GPS-TMIG-HR-26N GPS 3_ LDF4-50A OR ; �� 'i; DRAWN BY DRAWING NO. 3 GPS 4 EQUAL COAX AWS = AWS ANTENNA '�� Ry e BNP NOTES: CHECKED BY (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS. (*) CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. '(2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON WIRELESS RF—ENGINEER P. � a � � � JHF Sm5 (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. AND PROVIDE %"0 HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS AT THE 83 �. DATE 4 CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. EQUIPMENT AND AT THE ANTENNAS. 3/1/18 S STRUCTURAL DIVISION 16 — ELECTRICAL NOTES: o C®NSULTING NOTE: 1 - GENERAL REQUIREMENTS 18 - CONDUIT INSTALLATION ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY 22 - JUNCTION BOXES PULL BOXES CABINETS AND WIREWAYS THIS GENERATOR IS NOT FOR LIFE SAFETY S SERVICES, P.C. CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER OR LIFE SUPPORT PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING LOADS FOR THIS GENERATOR CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED ALL CONDUIT RUNS ARE PARALLEL IN SPACE. TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE ARE COMPRISED OF DATACENTER 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL EQUIPMENT, DATACENTER COOLING, TEL:203.740.7578 FAX: 203.775.5670 REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND DATACENTER LIGHTING. SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. EXTERIOR ITEMS SHALL BE SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING AT A MINIMUM RATED AS A NEMA 3R. 2 - INSPECTION OF SITE STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE M/E/P ENGINEER: MANNER THAT INSTALLATION WILL NOT AFFECT THE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND INSTALLED IN SUCH A 23 - OUTLET BOXES EXCEPT WHERE APPROVED IN WRITING BY THE STRUCTURE. BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE STRENGTH OF THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND GRANULAR FILL BELOW SLABS-ON GRADE STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE CB BREEN ASSOCIATES, P.C.ONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE LOCATED IN UL . NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED �v REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED 3 - MATERIAL AND WORKMANSHIP D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN SHALL BE SET IN WALLS, COLUMNS, FLOORS, A CEILINGS SO AS TO BE FLUSH WITH THE DUPLEX OUTLET MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. (� 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 MAN CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE U EXPERIENCED PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR ""GFI GROUND FAULT CIRCUIT INTERRUPT OUTLET SOUTHPORT, CT 06890 ANDMECHANICS OF THE PROPER TRADE. A GENERAL, ALL MATERIALS AND EQUIPMENT WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING @ JUNCTION BOX SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, 24 - EQUIPMENT IDENTIFICATION THERMAL OVERLOAD SWITCH STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION T PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS NAMEPLATES ON ALL PANELBOARDS, TI PHONE/DATA & LIGHT ETC., INCLUDING SWITCHES IN MECHANICAL 60 MINUTE TIMER LIGHT SWITCH MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: TM INTERMATIC FF360M WITH WP100C WEATHERPROOF CLEAR COVER CLIENT: AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND SHALL BE NEW YORK STATE APPROVED. CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY ELECTRICAL MOTOR 4- - COORDINATION CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS IDENTIFY EACH ITEM AND WHAT IT CONTROLS. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 - ELECTRICAL SERVICE FUSED DISCONNECT SWITCH SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. , BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 - GROUNDING Q NON-FUSED DISCONNECT SWITCH ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR Via' EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE FROM SUSPENDED CEILING COMPONENTS. FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT EP OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, - ELECTRICAL PANEL (RECESSED MT'D) MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS DURING CONSTRUCTION AND ALL CONDUIT 4 CENTEROCK ROAD REQUIRED TO KEEP CONDUIT CLEAN DURI 27 - DISCONNECT SWITCHES HOME RUN TO PANEL ACTUALLY INSTALLED. CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR WEST NYACK, NEW YORK 10994 5 - DIMENSIONS AND LAYOUTS SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL GENERAL ELECTRIC FUSED OR NON-FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY 2/4 PANEL CIRCUIT DESIGNATION THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN [ ATLITE MODEL CB 1 TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X NEW YORK CITY APPROVED PROOVV ED MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY ROUGHING-IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE ADDITIONAL COST TO THE OWNER 28 - NEW ELECTRIC SERVICE CHAIN-SUSPENDED LED FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND LIGHT FIXTURE - LITHONIA INSPECTION. H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND VAP-35-SYM-120-CMB ALIGNED AND INSTALLED TRUE AND PLUMB. APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH 6 - ORDINANCES AND CODES THE ELECTRIC SERVICE MODIFICATIONS. CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH 1. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES 2.) NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF THE STATE OF NEW YORK CONSTRUCTION CODES, NATIONAL ELECTRIC CODE THROUGH EXPANSION JOINTS. ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF � ROOFTOP LED CANOPY FIXTURE AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY THE DURATIION OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE LITHONIA WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS PERFORMED DURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. DSXSC-10C-350-40K-TE5-120-DNAXD AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE LOCAL UTILITY COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF FMCl DOOR ALARM CONTACTS 7 - SUBSTITUTIONS K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED FEES. THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SMOKE DETECTOR SUBMIT IN THE FORN OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER L. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED. MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS POST LIGHT: LITHONIA OFLR 6LC 120 P BZ SPECIFIED IN EACH CASE. THE TERMS "APPROVED "APPROVED EQUAL", OR "EQUAL" M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK 2-HEAD LED FLOOD LIGHT SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. N. ALL EXTERIOR EXPOSED CONDUIT SHALL BE ROB ROY 8 - SHOP DRAWINGS SCHEDULE 40 PVC COATED STEEL CONDUIT. SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE 19 - BUSHINGS AND LOCKNUTS CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN-CUT THREADS. WHERE THIN-WALL CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. MOISTURE. 9 - ADJUSTING. ALIGNING AND TESTING 20 - WIRE ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. 'TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE ;SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND PROPER ROTATION. SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY '10 - OPERATION AND MAINTENANCE INSTRUCTIONS LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, ACCOMPLISHED SPECIFIED FUNCTION. REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM 21 - WIRING INSTALLATION OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. 11 - START UP OF SYSTEMS B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY PRIOR TO START-UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL CODE BY INSTALLING CABLE SUPPORTERS OR PLUG-TYPE CONDUIT RISER COMPONENTS AND CEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL ISSUED FOR CONSTRUCTION 12/18/20 SUPPORTS. 'SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR 4 REVISED DESIGN 11/30/20 RATED SECONDARY 'VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND 13ALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE GENERAL REVISIONS 11/19/19 CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED-OUT LAMPS. MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL 2 ISSUED FOR BUILDING PERMIT 3/26/18 ADJUSTMENTS AS NECESSARY. D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE 12 - GUARANTEE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC 1 ISSUED FOR REVIEW 3/1/18 GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT YEAR FROM DATE 0- FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE REPLACED AND ALL LABOR REQUIRED. MANUFACTURER'S RECOMMENDED TOOLS. No. ISSUE OR REVISION DATE E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE No Use, reproduction or dissemination may be made of this drawing 13 - INSPECTIONS and the concepts set forth without the prior written consent of ALL ELECTRICAL INSPECTIONS. BOX. Structural Consulting Services, P.C. Copyright©2018 14 - CLEANING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, PROJECT TITLE REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. New York SMSA TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN Limited Partnership SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL THEIR ENTIRETY. CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED d/b/a VERIZON WIRELESS FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. SITE: FISHERS ISLAND THEIR ORIGINAL CONDITION. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ALPINE AVENUE 15 - CUTTING AND PATCHING ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS TERMINATION POINTS, JUNCTION AND PULL BOXES. FISHERS ISLAND, NY 06390 REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK-ON MARKERS OR DRAWING TITLE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST EQUIVALENT. CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. ALL CORE DRILLING SHALL REQUIRE LOCATINGR BAR VIAXRAY. I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR ELECTRICAL INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250-95. SPECIFICATIONS 16 — ROUGH—IN COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V 17 — CONDUIT CIRCUITS SHALL BE AS FOLLOWED: ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE 0-50 #12 #12 SEA! OF NE�V SCALE PROJECT N0. APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR 51-100 #10 #12 �P 1{E Ry 0 AS NOTED VER1663 AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, 101-150 #8 #10 CO VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL DRAWN BY DRAWING NO. �� J �f CBB CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN INSULATED GROUND WIRE. W BY CHECKED CBB E- 1 . 0 {, id DATE OBE ONE 3/1/18 i" S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 CLIENT: SIGNAL CABLES ROUTED UP FROM PP GFI RECEPTACLE NEW ANTENNA THROUGH STORAGE CLOSET ` I I WALL MOUNTED RRH UNITS a I i -- 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 � I 1 SIGNAL CABLES ROUTED UP TO TIMER SWITCH AND GFI SIGNAL CABLES ROUTED UP FROM UPPER STEEPLE SPACE RECEPTACLE LOWER STEEPLE SPACE WALL MOUNTED LED LIGHTING FIXTURE LOWER STEEPLE SPACE UPPER STEEPLE SPACES ELECTRICAL STEEPLE SPACE PLANS 2 SCALE: 1/8" = 1'-0" 6 REVISED PLANTING 3/31/21 5 ISSUED FOR CONSTRUCTION 12/18/20 4 REVISED DESIGN 11/30/20 0 3 GENERAL REVISIONS 11/19/19 POLE MOUNTED LED LIGHTING "' '�' t:l.!:` '; I 2 ISSUED FOR BUILDING PERMIT 3/26/18 FIXTURE TYPICAL FOR 2 I I. .,. . 50 KW DIESEL GENERATOR O �11 WITH BELLY TANK 1 ISSUED FOR REVIEW 3/1A8 �I Na ISSUE OR REVISION DATE j AECHANCIAL TIMER SWITCH FORis ) �� _`; .- GFI RECEPTACLE MOUNTED TO No use, reproduction or dissemination may be made of this drawing EXTERIOR LED LIGHTING I II ,— BATTERY CABINET FIXTURES MOUNTED TO FENCE I < II I P1 POWER PANEL and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyright@20118 TELCO BOX PROJECT TITLE 1 �I l lh UNDERGROUND ELECTRIC AND New York S M SA COMMUNICATIONS CONDUITS d Ij I SIGNAL CABLES ROUTED OVERHEAD Limited Partnership ON CABLE TRAY d/b/a VERIZON WIRELESS NEW METER SET AND Edl I SITE: FISHERS ISLAND SERVICE SWITCH -MAIN GROUND BAR ATTACHED `,111 I BELOW CABLE TRAY TO TRAY ALPINE AVENUE SUPPORT FISHERS ISLAND, NY 06390 SIGNAL CABLES ROUTED UP DRAWING TITLE THROUGH STORAGE CLOSET TO NEW COMMUNICATIONS WEATHERHEAD — U LOWER STEEPLE SPACE. I q ELECTRICAL PLANS LECTRI ��EXTERIOR E UIPMENT PLANS SEA L"OF N �� SCALE PROJECT NO. E� c P E NR Y �0� AS NOTED VER1663 � s P� I '. DRAWN BY DRAWING NO. CBB 1 W CHECKED BY CBB E - 2 . 0 89 DATE 'nnFe ,S10�P� 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. PANEL PP1 MOUNTING X SURFACE 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TRANSTECTOR GENERATOR GENERATOR VZW VZW TEL:203.740.7578 FAX:203.775.5670 VOLTAGE 120/240V,10 MAIN C/B 200A AC/TELCO CABINETS ALARM # ALARM DESCR ALARM DESCR ALARM # RATING 200A. MILO 240V/10/3W 1 FAULT GENERATOR USERALARMS FAILURE M/E/P ENGINEER: CIRCUIT SIZE CIR AMPS AMPS CIR CIRCUIT SIZE 3 LOW FUEL GENERATOR USERALARM6 NO. DESCRIPTION POLE POLE DESCRIPTION NO. LOW FUEL (2) #8, #10G, 3/4"C 1 RECTIFIER 1 40A 20A TELCO BOX RECEPT. 2 (2) #12, #12G, 3/4"C 4 GENERATOR GENERATOR USERALARM7 CB BREEN ASSOCIATES, P.C. 3 I 20A GEN SET RECEPT. 4 (2) #12, #12G, 3/4"C RUNNING RUNNING (2) #8, #10G, 3/4"C 5 RECTIFIER 2 40A 20A GEN SET RECEPT. 6 (2) #12, #12G, 3/4"C N/A N/A AC POWER USERALARM27 -- ----------------------- -------- 7 1 20A BATTERY HTR CAB #1 8 (2) #12, #12G, 3/4"C FAILURE 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 (2) #8, #1 OG, 3/4"C 9 RECTIFIER 3 40A 20A SPARE 10 OUTHPORT, CT 06890 LED LIGHT FIXTURE I 11 I 20A SPARE 12 (2) #8, #10G, 3/4"C 13 RECTIFIER 4 40A 20A SPARE 14 TELCO DELTA CAB BATTERY 50KW DC i GENERATOR ' 15 I 20A I SPARE 16 SIPP TIMER LIGHT SWITCH T (2) #8, #10G, 3/4"C 17 RECTIFIER 5 40A 20A SPARE 18 CLIENT: J o, T 9 I 20A SPARE 20 (2) #8, #1OG, 3/4"C 21 RECTIFIER 6 40A 20A SPARE 22 0 HUBBELL WP26M LOCKABLE IN-USE 23 CIRCUIT #1 1 20A SPARE 24 COVER WITH GFI RECEPTACLE (2) #12, #12G, 3/4"C 25 PAD LIGHTING & RECEPT. 20A - SPACE 26 MOUNTED VERTICALLY. .� W G1___1 ------- - --- - (2) #12, #12G, 3/4 C 27 STEEPLE LTG & RECEPT. 20A - 28 UPPER STEEPLE LEVEL 29 SPARE 20A - 30 J-1 A I J 31 SPARE 20A - 32 (2) SINGLE MODE FIBER 4 PR 24GA ALARM CABLES WITH LC-SC WIRES, 1" SEALTIGHT 33 SPARE 20A - 34 JUMPER (W.F.), 2" WITH RJ45 CONNECTOR 35 SPARE 20A - 36 SEALIIGHT WITH SPARE FOR ALARM PORT. 4 CENTEROCK ROAD ....-...................-....._.........................................................._....._._..._..__...__._._ - ----_-.--.-----...._..........._.__._..._._..----_--._.--_. LOWER STEEPLE LEVEL 37 SPARE 20A 20A TVSS 38 WEST NYACK, NEW YORK 10994 39 SPARE 20A DRAG LINE 40 SITE ALARM RISER DIAGRAM 41 SPARE 20A 42 NO SCALE I 2" TELEPHONE CONDUIT AND I DRAG LINE t WITH VZW CELL TECHNICIAN WILL TERMINATE ALL WEATHERHEAD. NEW SIPP FIBER OPTIC PATCH PANEL AND TELCO BOX: ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ALARMS WITHIN THE PRIMARY MOD CABINET. ADAPTOR SUPPLIED AND INSTALLED BY THIS LOCKABLE 26x24x8 WEATHERPROOF HOFFMAN THIS CONTRACTOR TO PULL CONDUCTORS. CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO ENCLOSURE (#ACT26R248) WITH 3/4" PLYWOOD 7705 ROUTER IN EQUIPMENT RACK SUPPLIED AND PANEL, SUPPLIED AND INSTALLED BY THIS INSTALLED BY THIS CONTRACTOR. PROVIDE CONTRACTOR. PROVIDE PADLOCK SET TO 1200. CONNECTIONS TO PRIMARY CELL MOD CABINET TERMINATIONS FOR MULTI-MODE FIBER CABLE. ARE TO BE THROUGH CABINET REAR WITH 36' LIQUID-TIGHT STEEL FLEXIBLE CONDUIT. (2)#12, #12G, 3/4"C 6 PAIR-##16: GEN SET CONTROLS BATTERY HEATER CIRCUITS 1 PAIR- GEN SET START CONTROL MANUAL TRANSFER 3 PAIR FOR GEN SET ALARMS SWITCH IN EXTERIOR AND RECEPTACLE CIRCUIT 1 PAIR SPARE CONDUCTORS, 1"C rNTERSECT CABINET LED LIGHT FIXTURES HUBBELL WP26M LOCKABLE IN-USE COVER WITH GFI RECEPTACLE PP-1 TELCO DELTA BATTERY MOUNTED VERTICALLY. OUTLET, FED FROM CIRCUIT 21, TO BE MOUNTED TO SIDE OF BATTERY CABINET WITH BOTTOM ENTRIES. 3 #2/0, #4G, 2"C TVSS SIPP r(2)#6, NEW FISHERS ISLAND ELECTRIC COMPANY CMETER SET AND SERVICE SWITCH 50 KW TVSS GFIENERATOR 1758 TIMER LIGHT SWITCHG E N a, OcFi M TWO (2) 20A CIRCUITS GENERATOR: KOHLER NOTE: 200AS FOR RECEPTACLES MODEL #50REOZK 1 200AF (HEATER AND CHARGER) (2) 250 MCM SUPPLIED BY VERIZON #2G WIRELESS, INSTALLED THE MANUAL TRANSFER SWITCH IS A BREAK BEFORE BY CONTRACTOR. MAKE DEVICE. MAIN SITE GROUND BAR (2)#12, #12G, 1" BURIED SCH CONTRACTOR SHALL NOTE: j 80 PVC CONDUIT OBTAIN FULL (3)#4/0, #4G, 2 1/2" BURIED SPECIFICATIONS FROM THE SCH 80 PVC CONDUIT 2G POWER TELECOM EQUPONLY VERIZON WIRELESS PRIOR TO BID. AND IS NOT FOR LIFE SAFETY USE. IT IS NOT AN EMERGENCY GENERATOR. THE CONTRACTOR WILL MEET WITH AND OBTAIN ALL APPROVALS FROM THE LOCAL UTILITY FOR PROVIDING THIS NEW SERVICE L NEW 12-STRAND TELCO FIBER RUN WITHIN GROUND ARRANGEMENT. CONTRACTOR SHALL NEW BURIED CONDUIT ALSO CONFIRM VOLTAGE AND INCLUDE 5/8"x10'-O" COPPER GROUND ROD WITH #2 5 ISSUED FOR CONSTRUCTION 12/18/20 PROVISIONS FOR 4TH CONDUCTOR IN COPPER CONDUCTOR CONDUIT BETWEEN METER MODULE AND VERIZON WIRELESS POWER PANEL AS NEEDED. POWER./COMM U NI CATION RISER DIAGRAM 4 REVISED DESIGN 11/30/20 NO SCALE 3 GENERAL REVISIONS 11/19/19 2 ISSUED FOR BUILDING PERMIT 3/26/18 RE-PLANT GRASS FOLLOWING 1 ISSUED FOR REVIEW 3/1/18 200A MAIN POWER EXCAVATION BREAKER. No. ISSUE OR REVISION DATE COMPACTED BACK-FILL No use, reproduction or dissemination may be made of this drawing BURIED ELECTRIC WARNING TAPE ® BELOW 12" OF TOP SOIL and the concepts set forth without the rior written consent of FUSED PRIMARY AND (TYPICAL) MAIN GROUND CONDUCTOR Structural Consulting Services, P.C. Copyriight©2018 SECONDARY INDICATOR LAMPS - 0 15 AMP GFI _ ® FUSED CONTACTS MIND I I I I I I PROJECT TITLE FOR 24" I ( CAD-WELD CONNECTION POWER/FAILURE MIN New York S M SA INDICATOR I I-III Limited Partnership 3 (TYP) AIN GROUND RODS 42 POSITION LOAD MULTIPOINT I II I 1 MANUFACTURED BY: d/b/a VERIZON WIRELESS CENTER GROUND BAR NEWTON # 2121530010 SITE: FISHERS ISLAND PRIMARY AND BACKUP •-?'��Q�'�•�• ALPINE AVENUE SUPPRESSORS �'�� FISHERS ISLAND, NY 06390 EASY ACCESS MOUNTING PANEL I I PRIMARY UNDERGROUND FROM POLE TO POWER TRANSFORMER TO CONFORM TO UTILITY NO. 5810, 5/8" X 10' STANDARDS. NYSEG REQUIRES 36"POLE BURIAL. COMPACTED BACK-FILL SAND 2" POWER CONDUIT COPPER CLAD GROUND ROD DRAWING TITLE (1) 2" COMMUNICATIONS CONDUIT 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION (1) 1" POWER CONDUIT ELECTRICAL RISER CABINET. C BED MIN 6" AROUND CONDUITS PANEL SCHEDULE 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL #TTOR-200-20423P-NGUB20807. AND PHONE BOARD 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. CONDUIT TRENCHING GROUND ROD POWER CABINET NO SCALE NO SCALE SEAL ik�OF N,r+V w� , SCALE PROJECT NO. ,Q'(NO SCALE AS NOTED VER1663 Gj C�5 H Ry�y�,�;, DRAWN BY DRAWING N0. a � �k �P CBB m 7 CHECKED BY N CBBE 3 , 0 A DATE 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. GROUNDING NOTES 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. M/E/P ENGINEER: 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. CB BREEN ASSOCIATES, P.C. 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR TERMINATE CONDUIT 6" 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 CLAMPS INCLUDING EAR JOIST WEBS. ABOVE TOP OR 6" BELOW 2 BOTTOM OF BUSBAR. SOUTHPORT, CT 06890 5. ALL INTERIOR COPPER WIRE/BARS SHALL BE TINNED (TYP.) 3/8 DIA. ALL EXTERIOR GROUND BARS SHALL BE GALVANIZED STEEL (TYP.) PROVIDE AND INSTALL 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, GROUNDING BUSHING COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. FOR ALL METALLIC CONDUIT TERMINATIONS. CLIENT: SIMILAR TO 3 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED T&B 3950 TO ACCEPT A NO.2/0 AWG MAIN & A NO.6 AWG BRANCH. CONNECT GROUND WIRES TO BUS BAR WITH BURNDY LONG BARREL GROUND WIRE 8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC TWO HOLE TERMINAL LUGS. (TYP.) IF 4" INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. MOUNT AT 2" SPACING. PROVIDE 20^. CONNECT GROUND WIRES TO 4�> m 01 USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. We' QUANTITY AS REQUIRED TO CONNECT I" BUSBAR WITH BURNDY LONG BARREL ALL GROUND CONNECTIONS CALLED TWO HOLE TERMINAL LUGS. (TYP.) 0 0 0 0 m 9. ALL. CADWELD ON LUG CONNECTIONS ON ROOF FOR ON DRAWINGS OR IN SPECS. MOUNT AT 2' SPACING. PROVIDE 2' 0 SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. QUANTITY AS REQUIRED TO CONNECT ii 0 3/4"0 4" ALL GROUND CONNECTIONS CALLED 7/16 DIA. o 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN FOR ON DRAWINGS OR IN SPECS. ®/ 01 m 5 4 CENTEROCK ROAD INSULATION (BARE CONDUCTORS NOT ALLOWED), RUN AS STRAIGHT AS POSSIBLE 0 O / WEST(NECESSARY CHANGES IN DIRECTION SHALL HAVE 12" RADIUS, MINIMUM) DO NOT SPLICE. O O O o 20" YA K, NEW YORK 10994 O m � 4 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS 0 0 0 ° 0 CONDUIT. � >> » >> PROVIDE #2/0 INSULATED COPPER GROUND m 0 1 Z4 X4 X20 (GALVANIZED STEEL) 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT CONDUCTOR TO MAIN BUILDING ELECTRICAL FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. SERVICE. GROUND FOR OTHER LOCATIONS PROVIDE #2/0 INSULATED COPPER GROUND 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. CONDUCTOR TO GROUND BAR IN MAIN BLDG 1/4'� ELECTRICAL ROOM. GROUND 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO WIRE CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE BOND METAL CONDUIT TO BUS BAR STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. USE PVC CONDUIT UNLESS REQUIRED ITEM N0. REQ. DESCRIPTION NEWTON # 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: OTHERWISE BY APPLICABLE CODES. 1 GROUND BAR WHERE METAL CONDUIT IS USED O WIRE SIZE CATALOG NUMBER GROUND AS SHOWN. 6 AWG YA6C-2LN 20 2 WALL MTG. BRKT.(OR FLOOR) A-6056 2 AWG YA2C-2LN 1 0 AWG YA25L-2TC38 3 2 INSULATORS 3061-4 4 0 AWG YA28L-2TC38 40 4 5/8"-11 X 1 H.H.C.S. 3012-1 750 MCM YA25L-TC38 GROUND BAR CONNECTION DETAIL 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. MAIN GROUND GROUND B A R 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE NOT TO SCALE IS GREATER THAN 5 OHMS. 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE CLI=ANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG HY-PRESS U.O.N. NOTE: ALL EXTERIOR GROUND BARS TO BE TINNED 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE LONG-BARREL HY-PRESS LUGS. FEEDER OR BRANCH CIRCUIT 21. ALL METAL OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED CONDUIT ( 3/4" CONDUIT OR WITH A #6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF SMALLER DOES NOT REQUIRE GROUNDING AT PRE-BID MEETING. BONDING) TYPICAL #2/0 GROUND WIRE 5 ISSUED FOR CONSTRUCTION 12/18/20 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. INSULATED THROAT PANELBOARD CONDUIT CLAMP GROUND BUSHING BACKBOX 1" CONDUIT 4 REVISED DESIGN 11/30/20 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT WITH LAY-IN LUG HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. (TYPICAL) ® CONDUIT HUB SIMILAR 3 GENERAL REVISIONS 11/19/19 EQUIPMENT GROUND TO T&B #3950. 2 ISSUED FOR BUILDING PERMIT 3/26/18 24. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH GROUND BUS WITH FEEDER OR #2/0 BARE STRANDED ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE BRAZE TO BRANCH CIRCUIT GROUND WIRE 1 ISSUED FOR REVIEW 3/1/18 GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BACKBOX (TYPICAL) 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN No. ISSUE OR REVISION DATE x ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. No use, reproduction or dissemination may be made of this drawing 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 U U NOTE: and the concepts set forth without the prior written consent of FEET AND AT OPEN ENDS. BONDING AT JUNCTION GROUND WIRE CONDUIT HUB DETAIL Structural Consulting Services, P.C. Copyright©2018 AND PULLBOXES SHALL SCALE: NONE 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. BE SIMILAR PROJECT TITLE New York S M SA 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Limited Partnership CLAMP SIMILAR TO T&B #3950. BONDING REQUIREMENTS AT P A N E L B O A R D d/b/a VERIZON WIRELESS 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR SCALE: NONE SITE: FISHERS ISLAND CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER ALPINE AVENUE PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE PERMANENT SITE RECORDS. FISHERS ISLAND, NY 06390 DRAWING TITLE GROUNDING NOTES AND DETAILS SEAL '' . OF �� . SCALE PROJECT NO. �O AS NOTED VER1663 DRAWN BY DRAWING NO. y CBB I t^F �71 W CHECKED BY CBB E 3 DATE 3/1/18 -------------------------- S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. CONDUIT OR METAL PIPE 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 2 HOLE LUG BURNDY TYPE GAR GROUND CONNECTOR 1/4-20 HEX BOLT #6 WIRE 1/4- FLAT WASHER CLIENT: 77 7_1 7.1 Z 'C" '27 44 TO OTH PRIMARY GROUND BAR/ LOCKWEXTASHER METAL ENCLOSURE 1/4-20 HEX NUT \\_#6 GROUND TO MAIN GROUND BAR Installation Notes war,"07.GF4 a.select bolt length to provide a minimum of two exposed threads. TYPICAL FOR CONDUIT AND METAL PIPING b.burnish mounting surface to remove paint in the area of lug contact. c-apply anti—oxidant compound to mating surface of lug and wipe clean excess compound. d-use solid copper wire and mechanical 2—hole lug for all exterior grounding. 4 CENTEROCK ROAD WEST NYACK., NEW YORK 10994 TYPICAL GROUNDING METHOD FOR CONDUITS GROUNDING CONNECTION N.T.S. N.T.S. 6" SHORTER LEGEND:THAN GROUND GRO ROD. 11PIN A. CONDUCTOR 10 F AUGER A 3 INCH OR LARGER DIAMETER HOLE TO A DEPTH OF 6 INCHES LESS THAN THE LENGTH OF THE ROD. GEM GEM _j X—AUGERED OO PLACE GROUND ROD INTO AUGERED HOLE AND DRIVE ONE FOOT HOLE. (IF POSSIBLE) INTO BOTTOM OF THE HOLE. THE TOP OF THE GROUND ROD WILL BE APPROXIMATELY 6 INCHES BELOW GRADE. AT THIS TIME, MAKE ANY CONNECTIONS TO GROUND ROD USING CADWELD CONNECTIONS. SOIL BACKFILL. SOIL POUR THE APPROPRIATE AMOUNT OF GEM (SEE CHART) AROUND THE GROUND ROD. TO ENSURE THE GEM MATERIAL COMPLETELY ROUND FILLS THE HOLE, TAMP AROUND THE GROUND ROD WITH A POLE. G E M ROD. IF WATER IS AVAILABLE, USE APPROXIMATELY ONE GALLON O PER BAG TO MIX GEM INTO A SLURRY. 5 ISSUED FOR CONSTRUCTION 12/18/20 SOIL GROUND N D 0 ROD. FILL REMAINDER OF AUGERED HOLE WITH SOIL REMOVED DURING 4 REVISED DESIGN 11/30/20 AUGERING. FOR VARIOUS AUGERED—HOLE DIAMETERS AND DEPTHS, LEGEND: SEE THE CHART. 3 GENERAL REVISIONS 11/19/19 GEM PACKED DIG A TRENCH AT LEAST 4 INCHES WIDE BY .30 INCHES DEEP OR BELOW THE FROST LINE, WHICHEVER IS DEEPER. 2 ISSUED FOR BUILDING PERMIT 3/26/18 AROUND G.R. SPREAD OUT ENOUGH GEM TO UNIFORMLY COVER THE BOTTOM OF TRENCH — ABOUT 1 INCH DEEP. 1 ISSUED FOR REVIEW 3/1/18— PLACE CONDUCTOR ON TOP OF GEM. USE EARTH STAPLES TO HOLD CONDUCTOR IN PLACE. B. ESTIMATED LINEAR FEET OF GROUND CONDUCTOR W_/EA. BAG OF GEM: SPREAD MORE GEM ON TOP OF CONDUCTOR TO COMPLETELY COVER CONDUCTOR — ABOUT 1 INCH DEEP. No. ISSUE OR REVISION DATE O DIA. OF HOLE DEPTH OF HOLE (FEET) 8' MIN. G.R. LENGTH 05 CAREFULLY COVER GEM WITH SOIL TO A DEPTH OF ABOUT 4 INCHES, MAKING SURE NOT TO EXPOSE THE CONDUCTOR. Nlo use, reproduction or dissemination may be made of this drawing (INCHES) 6 1 7 8 9 17 19 TAMP DOWN THE SOIL, THEN FILL IN THE TRENCH. FOR VARIOUS WIDTHS AND GEM THICKNESS, SEE TABLE BELOW. and the concepts set forth without the prior written consent of It,,,t,r(,l Consulting Services, P.C. Copyri,ht(111111 3 2 2 2 2 4 4 NOTE: EXCESS STANDING WATER MUST BE REMOVED FROM THE TRENCH. 4 2 3 3 3 6 7 PROJECT TITLE SOLID 5 3 4 4 5 9 10 BACKFILL. 6 5 5 6 7 13 14 B. ESTIMATED LINEAR FEET OF GROUND CONDUCTOR WZEA. BAG OF GEM: New York SMSA 7 6 7 8 9 17 19 TRENCH WIDTH TOTAL THICKNESS OF GEM (INCHES) NORTH Limited Partnership 9 10 12 13 15 28 318 8 9 11 12 22 25 STAPLE PART NUMBER: T370A3. PROVIDE EVERY E— (INCHES) 1 1 TO 4' AS NEEDED.1 10 12 1 14 1 16 18 34 38 4 14.0 7.0 4.7 3.5 3' SITE: FISHERS ISLAND 9 2. A 251b BAG OF GEM WILL COVER 7 LINEAR FT. OF CONDUCTOR ALPINE AVENUE NOTE: EXCESS STANDING WATER MUST BE REMOVED FROM THE TRENCH. 8 7.0 3.5 2.3 1.8 LENGTH FOR A 4 INCH WIDE 2 INCH THICK COVERING (1 INCH FISHERS ISLAND, NY 06390 10 5.6 2.8 1.9 1.4 BELOW AND 1 INCH ABOVE CONDUCTOR), BASED ON 63.5lb/cu. ft. 12 4.7 2.3 1.6 1.2 DRAWING TITLE TRENCH INSTALLATION N.T.S. GROUND ROD BACKFILL INSTALLATION- N.T.S. ELECTRICAL DETAILS SEAL-'e" OF INIEVV SCALE PROJECT NO. 0 vA R)- AS NOTED VER1663 DRAWN BY DRAWING No. CBB "CflECKED BY CBB 93 DATE 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 M/E/P ENGINEER: ALL GROUND C❑NNECTIONS TO ANTENNAS MASTS SHALL BE BY ANTENNA INSTALLER. - CB BREEN ASSOCIATES, P.C. 194 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 EQUIPMENT CABINET (TYP) i CLIENT: GROUND ALL EQUIPMENT CABINETS. LUG TO CABINETS W/#2 TINNED GROUND #2 TINNED GROUND GROUND BAR POWER TELC❑ IN CABINET wou CAB CAB CAB CAB GENERATOR 4 CENTEROCK ROAD T, T WEST NYACK, NEW YORK 10994 ANTENNA HYBRIFLEX CABLE RUN THROUGH CELLAR IN CONDUIT MAIN GROUND BAR #2/0 BARE STRANDED COPPER GROUND WIRE FROM EXTERI❑R GROUND BAR PLATE TO EXTERI❑R GROUND �� GROUND ROD, ROD. TYPICAL CADWELD TO GROUND ROD, GROUND RISER DIAGRAM NO SCALE MEGGER INSTRUMENT JUMPER C2 P2 P1 C1 WIRE ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS GPS GPS ALPHA BETA GAMMA #1 #2 #3 #4 � x x . TI/ i �l .<�\i GROUP A EARTH GROUNDS MAIN GROUND BAR TEST GROUND ELECTRODE ROD #2/0 TO PRINCIPAL ® GROUND P❑INT VARIES GROUP C GROUNDS EARTH RESISTANCE TESTING PROCEDURE: INSPECTION HAND 5 ISSUED FOR CONSTRUCTION 12/18/20 HOLE SCREW CAP. #2/0 GROUND WIRE A. THE CONTRACTOR SHALL TAKE ALL MEASUREMENTS REQUIRED TO TEST THE GRADE. 4 REVISED DESIGN 11/30/20 (TYPICAL) GROUNDING NETWORK. ALL TEST DATA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ADDITIONAL TESTING SHALL BE REQUIRED IF ; DEEMED NECESSARY BY THE ENGINEER. 3 GENERAL REVISIONS 11/19/19 B. MEGGER EQUIPMENT, BY BIDDLE INSTRUMENTS OR APPROVED EQUAL, SHALL BE EXTERIOR EQUIPMENT CABINET s" PVC GROUND TELCO POWER DELTA BATTERY USED FOR TESTING. USE MANUFACTURER'S RECOMMENDED PROCEDURE FOR TEST WELL. 2 ISSUED FOR BUILDING PERMIT 3/26/18 CABINET CABINET CABINET CABINET (TYPICAL) FALL—OF—POTENTIAL OR THREE—TERMINAL TEST. UTILIZE EXISTING TEST INSPECTION SLEEVE FOR ACCESS TO TEST ELECTRODE POINT (EXISTING #2 AWG SOLID GROUND ROD). THE DRIVEN GROUND ROD, C2 ABOVE, SHOULD BE TINNED BARE COPPER 1 ISSUED FOR REVIEW 3/1/18 PLACED APPROXIMATELY 400 FEET AWAY. POTENTIAL REFERENCE GROUND TEST LOOP. ROD, P2, SHALL BE DRIVEN AT A NUMBER OF POINTS BETWEEN THE EARTH 30' ELECTRODE AND GROUND ROD, C2. RESISTANCE READINGS SHALL BE TAKEN MIN, CABLE TO ROD No. ISSUE OR REVISION DATE AT INTERVALS OF 20 FEET. THE ACCEPTABLE RESISTANCE MEASURED FOR CADWELDED. THE GROUND FIELD SHALL NOT EXCEED 5.0 OHMS. ADDITIONAL GROUND CLEAN SAND FILL. RODS, LONGER RODS AND CHEMICAL TREATMENT OF THE SOIL MAY BE No use, reproduction or dissemination may be made of this drawing REQUIRED AS NECESSARY TO MEET THE GIVEN CRITERIA. SEE DIAGRAM ABOVE. GROUND RING—#2 and the concepts set forth without the prior written consent of C. TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE CLIENT'S AWG SOLID TINNED Structural Consulting Services, P.C. Copyright©2018 REPRESENTATIVE AND/OR THE ENGINEER. TESTING SHALL BE PERFORMED BARE COPPER. AND RESULTS SHALL BE FORWARDED TO THE ENGINEER PRIOR TO PROJECT TITLE CONNECTING THE PROPOSED GROUNDING NETWORK. NOTES: D. CONTRACTOR TO PERFORM THREE SEPARATE GROUNDING TESTS: L GROUND ROD. New York SMSA 1, TYPICAL FOR ANY MODULAR EQUIPMENT C❑NFIGURATI❑N, 5; GROUND GROUPS ARE SEPARATED INT❑ GROUP A 1) CLIENT'S RING ALONE 2) OTHER CARRIERS RING ALONE Limited Partnership SUPPORT FRAME MAY BE ❑MITTED WITH IND❑❑R (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND 3) CLIENT'S/OTHER CARRIER RINGS TOGETHER INSTALLATIONS, GROUP C (CABINET/DUNNAGE GROUNDS), FALL—OF—POTENTIAL/THREE TERMINAL DIAGRAM GROUND TEST WELL DETAIL d/b/a VERIZON WIRELESS 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6; GROUNDS FROM RESPECTIVE GROUPS CAN BE C❑MBINED, N.T.S. N.S.T. SITE: FISHERS ISLAND L❑CATI❑N IS NOTED ON THE PLANS, 7; GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM ALPINE AVENUE 3; USE HY-PRESS CONNECTIONS WHERE CAD-WELDING IS EACHOTHER TO THE MAIN GROUND BAR, FISHERS ISLAND, NY 06390 NOT FEASIBLE, 4; GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE DRAWING TITLE SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO EQUIPMENT AND STEEL FRAMING, GROUNDING STANDARD DETAIL GROUNDING RISER NO SCALE AND DETAILS — — SEAL SCALE PROJECT NO. '(E OF NEw y, AS NOTED VER1663 O :P, DRAWN BY DRAWING NO. CBB — --—- -- --- --- —— ---- -- --- - ----------- ------- C� CHECKED KED BY w; CBB - 3 . 3 E DATE��" 3/1/18 MMERT _ STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. t 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 § SOUTHPORT, CT 06890 PROJECT CONTACT INFORMATION: A ADDED TELCO M.W. 12/18/23 VERIZON WIRELESS CONSTRUCTION MANAGER: ROBERT BURKITT (516) 721-7310 8 REVISED PER RF 3/1/22 VERIZON WIRELESS EQUIPMENT ENGINEER: JOHN WALDEN 516 659-0375 � VERIZON WIRELESS RF ENGINEER: DIANA LAKILAK (845) 422( _)7200 7 REVISED PER RF 1/31/22 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 6 REVISED PLANTING 3/31/21 VERIZON WIRELESS REAL ESTATE CONTACT: KATIE JACOBS (516) 577-2398 5 ISSUED FOR CONSTRUCTION 12/18/20 PSEG - y LONG ISLAND CONTACT. (516) 792 7112 TELCO CONTACT: KEVIN REILLY (516) 679-3420 4 REVISED DESIGN 11/30/20 9 BUILDING OWNER CONTACT: OUR LADY OF GRACE CHURCH (631 788-7353 ) 3 GENERAL REVISIONS 11/19/19 2 ISSUED FOR BUILDING PERMIT 3/26/18 TE: FI3" HE S IS HL AND �� 1 ISSUED FOR REVIEW 3/1/18 OUR LADY Or GRACE CHURCH Na ISSUE OR REVISION DATE ALPINE AVENUE, FISHERS ISLAND, NY 03380 PROJECT CODE: 20161513818 LOCATION CODE: 434498 -t Island i ' wy I i '_ r1 . ' t ✓lslarsd Womp �g t Enders ■ ". . ' a , Masan lslandN I mLh; E OF r 0"'A W I N LG S ,.. hy ` i�i" +ewPr s a` Pt gland . ` rs • r- Island Lon T-0 COVER SHEET -4fuinford ill -y t k >.'. i '-+ 0 1 gyp" t JX t tree www�``wwr t �wwr r"-« •t t � ��f C i SITE PLAN, PROJECT INFORMATION, DAPS AHDNOTES � � PART SITE PLAN DETAILS A D DOTES ':`�� ' pt C2 ! 0 Dulpling arocks C UI D N E E A IO SSol g �� + ,ii '� L?ttrnplln,� /°►aa7Jt»ttCk clay t k BUILDINGELEVATION 'i+ ,;= =' ",a C=4 PART SITE PLAN AT RECTORY ® g !North �§&��a S-1 EQUIPMENT PAD PLAN, SECTIONS, DETAILS AND NOTES ✓✓ 'it, �� lllcsrar PLAN, RRH MOUNTING D T ILS AND NOTESS 2 LO ER STEEPLE LEVEL/ TTIC —3 UPPER STEEPLE LEVEL PLAN, CABLE PENETRATION DETAILS AND DOTES �: 01lderPoint neSs t ; ,..„...,.ter ..,..-.--.,....«.......�.....,„. ...»- S-4 STEEPLE SECTIONS AND NOTES t t 5 1 Ill U T S NOTES + t t S-6 PART RECTORY ROOF PLAN AND MICROWAVE ANTENNA MOUNT DETAIL ttt SIM7 RECTORY ROOF FRAMING PLAN AND STRUCTURAL DETAILS 8 S-8 EQUIPMENT MOUNTING DETAILS, TYPICAL DETAILS AND NOTES —1.0 L CTRICAL SPECIFICATIO S A SITE LOCATION E-2.0 ELECTRICAL PLANS E-3.0 ELECTRICAL RISER, PANEL SCHEDULE AND PHONE BOARD SEAL— ', SCALE PROJECT NO. TES AND DETAILS %.L '�,,,�"`°''"•4� _ AS NOTED VER1663 E-3.1 GROUNDING NO ` DRAWN BY DRAWING NO. E-3.2 ELECTRICAL DETAILS ,x rY V , ti BNP p , �; CHECKED BY §r JHF Tmo ' Ch qtI: E-33 GROUNDING RISER AND DETAILS �� T � .� DATE ' 3/1A8 TOPOGRAPHIC MAP --- .............. S STRUCTURAL co C CONSULTING 125'f 0 -=-� 4 = S SERVICES P.C. r *°¢..� yI° � t' �dYFffi4 .4 (SEE PROPERTY LINE NOTE) ''� NI' -� i \ Pr 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 EXISTING OVERHEAD UTILITY LINE, TYP. APPROXIMATE LOCATION OF TWO (2) ,• '`.k A � TEL:203.740.7578 FAX:203.775.5670 EXISTING TREES TO BE REMOVED. _ fd%l$k ..�...,w :,at:, '."J"�"'.,.1 •x'.3et:°r• EXISTING GARAGE EXISTING 1—STORY STRUCTURE (RECTORY BUILDING) `• '�` ,' >t ; t M/E/P ENGINEER: CENTERLINE OF 10' RIGHT—OF—WAY FOR ELECTRIC AND TELEPHONE ` /f \ EXISTING DIRT DRIVE ••• .. CB BREEN ASSOCIATES, P.C. i t�rlt ----`- f r r I 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 ' ; ; ' ' � �• • SEE 'PART SITE PLAN AT RECTORY BUILDING' ON SHEET C-4 FOR DETAILS. :w... ' SOUTHPORT. CT 06890 EXISTING STONE DRIVEWAY \ i• r f '•, — r f f ,• i � . r r R CLIENT: r�/ r r r tr it STREET MAP Q- JIV �• _ EXISTING DRIVEWAY f r i 11 I IIF G�� `V r f I I 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 r )) / TAX LOT 1000-10-8-11 2 C-3 L*37' Q 30"W ! \FORMERLY TAX LOT f r� f I EXISTING 2—STORY STRUCTURE (RECTORY BUILDING)1000-9-7 25.00' r f f VERIZON WIRELESS' NEW POWER AND TELCO CONDUITS ROUTED SITE UNDERGROUND FROM NEW EQUIPMENT AT THE RECTORY BUILDING TO 'f VERIZON WIRELESS' NEW EQUIPMENT COMPOUND. EXISTING DIRT & GRAVEL PARKING AREA 99 \CURRENT TAX LOT I „ 1000-9-7-11.1 c :,P• f r z TAX LOT 1000-9-7-10 i �� i z af PROJECT INFORMATION II _ a_ 1. Scope of Work: z /�, �, r ; I N The purpose of these drawings is to illustrate the installation of the following: 95'f I —New 222t SF equipment compound surrounding new outdoor wireless telecommunication (' ILo equipment on a new 155t SF concrete pad —Three (3) panel antennas (transmit and receive) mounted within the existing church steeple F 1�l4D —Four (4) GPS units (receive only) mounted to the new PVC fencing around the equipment compound • �. ,' ,' Q I —Twelve (12) RRH units with other small ancillary equipment within the existing attic 0 A �� •��'ly space within the existinq church steeple 9 (—OM(1) microwave antenna (transmit and receive) mounted on the existing rectory roof 2. Applicant: 3. Engineer of Record: 99 ADDED TELCO M.W. 12/18/23 EXISTING 1—STORY FRAME BUILDING (CHURCH) New York SMSA Limited Partnership James H. Fahey, P.E., S.E. I d/b/a Verizon Wireless Structural Consulting Services, P.C. g �2 , 9 REVISED PER RF 3/1/22 9�8. 4 Centerock Road 67 Federal Road �•� West Nyack, NY 10994 Brookfield, CT 06804 7 REVISED PER RF 1/31/22 •� f SEE "PART SITE PLAN" ON SHEET C-2 FOR DETAILS. 4. Property Owner Contact: 6 REVISED PLANTING 3/31/21 Our Lady of Grace Church O N Alpine Avenue `:0.' 6�03 I Fishers Island, NY 06390 5 ISSUED FOR CONSTRUCTION 12/18/20 f PROPERTY LINE NOTE, (631) 788-7353 •�� r I 4 REVISED DESIGN 11/30/20 PROPERTY LINES SHOWN FROM FORMER TAX LOT 16 ARE BASED UPON 5. SiteData: •�� TAX MAP, & DIMENSIONS ARE THEREFORE APPROXIMATE. THE EASTERLY Street Address: Alpine Avenue 0/Q •' LINE OF FORMER TAX LOT 16 AS SHOWN WAS HELD PARALLEL WITH THE p 3 GENERAL REVISIONS 11/19/19 4 ' '•�p0 EASTERLY LINE OF FORMER TAX LOT 11, AS PER L.8499, P.467. Fishers Island, NY 06390 ��/ .: 1 , District: 1000 2 ISSUED FOR BUILDING PERMIT 3/26/18 '9 Section: 009.00 ( TAX LOT 1000—10—8—12 Block: 07.00 IiF^, 1 ISSUED FOR REVIEW 3/1A8 V� �'•� \FORMERLY TAX LOT I Lot: 011.001 F 1000-10-8-16 i Total Parcel Area: Approximately 2.42f Acres (105,415.2f SF) rNo7. ISSUE OR REVISION DATE Zoning Designation: 620 (Religious) Existing Use: Church / Wireless Telecommunications Facility \`�.. • ••�, I Na use, reproduction or dissemination may be made of this drawing \ �. �.,`••`• New Use: Church / Wireless Telecommunications Facility and the concepts set forth without the prior written consent of . I Jurisdiction: The Town Of Southold, NY Structural Consulting Services, P.C. Co i ht©2018 N29'19' 15"W •��•• I EXISTING CHURCH SIGN Approximate Latitude: N 41' 15' 38.70" (NAD '83) ••.�, Approximate Longitude: W 72- 00' 51.90" (NAD '83) PROJECT TITLE 13.54 ` '~��. • Approximate Ground Elevation: 76 feet (NAVD '88) New York S M SA 6. Notes: 1.) New features labeled as such; all else existing. Limited Partnership 2.) Boundary information and existing features shown hereon were taken from limited field d/b/a VERIZON WIRELESS 129't AFTER COMPLETION OF CONSTRUCTION, measurements and from drawings of the building and property as referenced. SITE: FISHERS ISLAND (SEE PROPERTY LINE NOTE) CONTRACTOR SHALL RESTORE ALL DISTURBED 3.) The new use is unmanned and will be visited approximately once a month for maintenanc AREAS TO THEIR ORIGINAL EXISTING purposes; therefore the site is not anticipated to generate additional noise, fumes, vibrations ALPINE AVENUE CONDITIONS TO OWNERS SATISFACTION. or traffic. FISHERS ISLAND, NY 06390 4.) No additional parking is required for the new use as this is an unmanned site. C-3 N0M 5.) No solid or liquid waste will be produced by the new use as this is an unmanned site; therefore, no water or sewage facilities are required for the new use. DRAWING TITLE REFER TO THE ELECTRICAL DRAWINGS FOR 6. There will be no commercial or retail signs, nor special lighting required for the new use. DETAILS AND ROUTING OF NEW ELECTRIC ) g p g g q AND TELEPHONE SERVICES. COORDINATE 7.) Fire protection and security provisions will include remote monitoring of the subject site. SITE PLAN ALL WORK WITH THE ELECTRICAL DRAWINGS. � PROJECT INFORMATION, MAPS AND NOTES GRAPHIC SCALE REFERENCE (STE PLAN): ao' o• 15• 30• so• • N BOUNDARY INFORMATION AND EXISTING PROPERTY FEATURES SHOWN ON THIS SITE PLAN WERE TAKEN FROM LIMITED FIELD OBSERVATIONS AND AT&T CONSTRUCTION DRAWINGS, DRAWING NO T3—NYNYNY0801—SP1, SEAL` O� NEV,,"'��, SCALE PROJECT N0. MN DRAWING NAME "SITE PLAN" PREPARED BY BECHTEL ASSOCIATES L ✓j-".� PROFESSIONAL CORPORATION; 5275 WESTVIEW DRIVE FREDERICK, MD c,�� r :N,RR-��? w AS NOTED VER1663 21703-8386 DATED 04 23 13 . ' G' 5 F.y �' SIT��L 13%0 YY �� DRAWBNP DRAWING NO. SCAL r n I,y W CHECKED BY yL ( <<r �� JHF mi I DATE QFcsj o��P 3/1A8 VERIZON WIRELESS' NEW POWER AND TELCO PLANTING NOTES: CONDUITS ROUTED UNDERGROUND FROM THE 1. ALL PLANT MATERIALS TO BE NURSERY GROWN. S STRUCTURAL NEW EQUIPMENT COMPOUND TO NEW i� i i SAWCUT EXISTING STONE 2. PLANTS SHALL CONFORM WITH THE AMERICAN NURSERY AND LANDSCAPE EQUIPMENT AT THE RECTORY BUILDING. SEE ASSOCIATION STANDARDS IN ALL WAYS INCLUDING DIMENSIONS. C CONSULTING SHEET C--4 FOR CONTINUATION. I i EDGING AS REQUIRED, TYP. EXISTING STONE EDGING 3. PLANTS SHALL BE PLANTED IN ALL LOCATIONS DESIGNATED ON THE PLAN. 90 EXISTING CHURCH BUILDI\IG I i TO BE RE-USED 4. ALL PLANTS SHALL BE HARDY UNDER CLIMATE CONDITIONS SIMILAR TO THOSE IN S SERVICES, P.C. THE LOCALITY OF THE PROJECT. >.k 4" MIN. THICK LAYER OF " 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 t EXISTING STONE EDGING TO BE CRUSHED STONE SURFACING LIMITS OF SURFACING, SEE PLAN. 5. 2 OF PINE BARK MULCH SHALL BE SPREAD OVER ALL PLANTING AREAS. RELOCATED STONE EDGING, TYP. ► TEL:203.740.7578 FAX:203.775.5670 REMOVED AND RELOCATED, TYP. 3/4" BLUE STONE GRAVEL 6. ALL NEW SEEDED AREAS TO RECEIVE 4" MIN. DEPTH OF TOPSOIL. ALIGN TOP OF RELOCATED i i : '.,. • EDGING WITH EXISTING EDGING 7. UPON FINAL GRADING AND PLACEMENT OF TOPSOIL AREAS TO RECEIVE NEW CRUSHED STONE SURFACING WITHIN LIMITS i t • . EXISTING CHURCH WINDOW, TYP. ALIGN TOP OF STONE SURFACING M/E/P ENGINEER: WITH EXISTING STONE SURFACING EXISTING GRADE PERMANENT VEGETATION COVER IN COMBINATION WITH SUITABLE MULCH AS BETWEEN RELOCATI=D STONE EDGING AND "''. '.. FOLLOWS: EXISTING BUILDING AND WITHIN NEW EQUIPMENT i 4S• •�2 . — I COMPOUND, TYP. SEE THIS SHEET FOR DETAILS. ••.• , —III^III—I -FERTILIZER APPLIED AT THE RATE OF 14 LBS./1000 SF USING 10-6-4 OR �� ' ' .I I ICI I I-I I (= EQUILIVENT. SELECT MIXTURE DESCRIBED IN NEW YORK-GUIDELINES FOR CB BREEN ASSOCIATES, P.C. :10'-0".`� L. ••' • URBAN EROSION & SEDIMENT CONTROL, LATEST EDITION. VERIZON WIRELESS' NEW DIESEL GENERATOR '= MODEL NO. 50REOZK BY KOHLER POWER y •'.r. -' a �.:.: .:`: ';. NON-VEGETATIVE FABRIC TO BE ( .• ".. •.�� , p i " -SEED MIXTURE: TO BE PLANTED BETWEEN APRIL 1 AND MAY 15, OR BETWEEN 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SYSTEMS). SEE SHEET S-1 FOR DETAILS. i I 2.�0;; :!'�4=6 ' -8 °.': '9� f EXISTING EXHAUST FAN THROUGH INSTALLED WITHIN WOOD CURB AUGUST 15 AND OCTOBER 15 OR AS DIRECTED BY PROJECT REPRESENTATIVE SOUTHPORT, CT 06890 ':;, : I•:f,�: :.::'` :'•i: �� BASEMENT WINDOW TO REMAIN AREA. FABRIC SHALL BE TYPAR AT A RATE OF 50 LBS. PER ACRE IN THE FOLLOWING PROPORTIONS: i ; 'r�'. .:.•.• •>•�'. � ' t :. �' 3341 STONE FABRIC OR NEW 6'� TO 8' DARK AMERICAN i i �� •. :;•' BLUEGRASS 20% APPROVED EQUAL. CREEPING RED FESCUE 40% ARBORVITAE ® 4 O.C. STAGGERED, TYP. i I i O ��I i COMPACT SUBGRADE AND SURFACING PERRENIAL RYEGRASS 20% SEE THIS SHEET FOR DETAILS. „ TO PRODUCE STABLE SURFACE ANNUAL RYEGRASS 20% 1� O.D. SCHED. 40 GALV. CLIENT: � 1 �> !i I STEEL PIPE MAST x 2'-6" LONG -MULCH: SALT HAY OR SMALL GRAIN STRAW APPLIED AT A RATE OF 90 <� I " DIA U-BOLT, TYP. U-BOLTS TO BE SIZED CRY��ED STONE SURFACING DETAIL LBS./1000 SF OR 2 TONS/ACRE, TO BE APPLIED AND ANCHORED ACCORDING EXISTING HEDGES TO BE REMOVED i :• i I , 2 TO NEW YORK-GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL < ACCORDING TO ANTENNA PIPE DIAMETER SCALE LATEST EDITION. 3/8" DIA FLAT WASHER -IF THE SEASON PREVENTS THE ESTABLISHMENT OF A PERMANENT NEW 4 WIDE ACCESS GATE, TYP. FOR TWO I r> I i i Z VEGETATION COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW ' �� OR EQUIVALENT MATERIAL AS OUTLINED ABOVE. ICU a (2). SEE THIS SHEET FOR DETAILS. i I :':;; r' `i I i i- 3/8" DIA NUT i i �` I x i I �� PIPE PIPE C PIPE PIPE +i �1 i t W6 7=0 i --- 1 of 1 "� UNISTRUT i EQ. EQ. 2'-0" i ;;, ... i i I NEW GPS UNIT (MODEL TYP. N � , , i < i GPS-TMG-HR-26N , 4 CENTEROCK ROAD VERIZON WIRELESS' NEW GPS UNIT MOUNTED TO r , i ), o WEST NYACK, NEW YORK 10994 �,• , i BY PCTEL TYP. INSIDE OF NEW FENCING, TYP. FOR FOUR (4) TOTAL. ' < i i a VERIZON WIRELESS' NEW POWER PANEL AND TOP OF GPS UNITS TO BE MOUNTED 1 -0 ABOVE TELCO ENCLOSURE MOUNTED ON MOUNTING TOP OF FENCING. SEE THIS SHEET FOR DETAILS. i -� y i FRAME. SEE SHEET S-1 FOR DETAILS. �t . VERIZON WIRELESS NEW ELECTRIC AND TELCO CONDUITS �•.�� i Lo i it ROUTED UNDERGROUND FROM EQUIPMENT CABINETS TO q__ tm I{'i I ELECTRIC CONDUIT SHALL BE ROUTED UP THE FACE OF o I :>:t :• . i ' �� . THE BUILDING TO THE NEW ELECTRIC METER. TELCOLLJ T CONDUIT SHALL BE ROUTED TO THE NEW EQUIPMENT AT THE EXISTING RECTORY BUILDING FOR THE NEW TELCO L ______ ___ _ EQ; '. Q , :, •�;i•t :; > SERVICE. EXACT SERVICE DETAILS AND ROUTING TO BE i�i ili i o z • L_____ _____ : ' ., '•t-�.i .; i •::• i ;� DETERMINED BY THE TELEPHONE COMPANY AND IS ' ' VERIZON WIRELESS NEW OUTDOOR EQUIPMENT __ :_�•. �•-� = ;pia, i ��' ' '�' is i y SUBJECT TO CHANGE. SEE ELECTRIC SERIES FOR DETAILS. Q CABINET SUPPORTED ON NEW GALV. STEEL SLEEPER ~-�-- `-fir• 9 BEAMS ON 6-6" x 20-0 (155t SF) CONCRETE r = i PAD, TYP. SEE SHEET S-1 FOR DETAILS. VERIZON WIRELESS' NEW CABLE/ICE BRIDGE ROUTED FROM i v i EQUIPMENT TO LOCATION OF NEW CABLE PENETRATION INTO STORAGE CLOSET. TOP OF CABLE BRIDGE SHALL BE I NEW WHITE PVC FENCING SURROUNDING VERIZON -ram s�1r� j BELOW BOTTOM OF EXISTING WINDOWS AND TOP OF NEW WIRELESS' NEW 222t SF LEASE AREA/EQUIPMENT j �� i j FENCING. SEE THIS SHEET FOR DETAILS. 1-5/8" UNISTRUT x 6'-6", PART #P1000T, COMPOUND. SEE THIS SHEET FOR DETAILS. TYP. THROUGHOUT WHERE SHOWN. 3'-3"t R i v t L LAG SEE SHEET S-1 FOR DETAILS SCREW NTH ROUND, OVERSIZED, HARDENED WASHERWASHER @ 3"f O.C. INTO EACH PVC POST, EXISTING STONE EDGING TO REMAIN, TYP. TYP. PRE-DRILL HOLES IN EXISTING POSTS TO PREVENT SPLITTING. EXISTING STONE SURFACING TO REMAIN, TYP. PVC FENCE POST, TYP. GRAPHIC SCALE EQ. EQ. 20• o• to' 20' 40' 7'-5Y"t GPS MOUNTING DETAIL 4 SCALE: NONE MN NEW GALV. STEEL FENCE POST CAP PART SITE PLAN OF PIPE POST (VALMONT PART #PC312 OR EQUAL) 13%' SCALE: 1"=20' 7" GRIP STRUT ICE BRIDGE KIT WITH NOTE: , CUSHION HANGERS (VALMONT PART TOP OF CABLE BRIDGE SHALL BE BELOW � � 167D-C OR APPROVED EQUAL 99 ADDED TELCO MW. 12/18/23 TOP OF THE EXISTING WINDOWS. SQUARE FLAT PLATE WASHER 6 REVISED PLANTING 3/31/21 MODEL #B201 BY B-LINE OR NOTE: NOTE: i i APPROVED EQUAL, TYP. 5 ISSUED FOR CONSTRUCTION 12/18/20 ATTACH PVC FENCE RAIL TO POST USING ALUMINUM FENCE SHALL BE CERTAINTEED "CHESTERFIELD SMOOTH" FENCE BRACKETS AND #8 x 3/4" SCREWS. PVC FENCING IN WHITE OR APPROVED EQUAL. I NO TWIST SQUARE WASHER 4 REVISED DESIGN 11/30/20 STAINLESS STRIKE AND LATCH. ATTACH TO I I MODEL #B201 D BY B-LINE OR POST CAP, TYP. ATTACH POST CAP — " APPROVED EQUAL, TYP. GATE AND POST WITH #8 x 3/4 SCREWS o 3 GENERAL REVISIONS 11/19/19 TO POST WITH #8 x 3/4" SCREWS. ; 3/8"0 GALV. TREADED ROD, TYP. STAINLESS STEEL HINGE, TYP. 5x5 POSTS @ 6 O.C. INSTALL ALUMINUM POST STIFFENER IN ALL POSTS. 2 ISSUED FOR BUILDING PERMIT 3/26/18 TOP RAIL ATTACH TO GATE AND POST i i ANTENNA CABLE ATTACHED TO ATTACH No. 10 GALV. ANNEALED WITH #8 x 3/4" SCREWS. ; I UNISTRUT W/ S.S. SNAP-IN CLIP, TYP. 4' WIDE GATE 6'-0" WIDE x 6'-0" HIGH WHITE PVC FENCE SECTION, TYP. i WIRE GUYS TO TRUNK. USE RUBBER 1 ISSUED FOR REVIEW 3/1/18 P1000 GALV. STEEL UNISTRUT HOSE COVER WHERE WIRES ARE IN BOTTOM RAIL 1" �" CHANNELS SPACED AT 3'-0" O.C. CONTACT WITH BRANCHES. Na ISSUE OR REVISION DATE M 3%" O.D. GALV. STEEL SCHED. 40 PROVIDE 2" LAYER OF MULCH AS PIPE POST @ 10'-0" O.C. MAX., SPECIFIED OVER ENTIRE WATERING I I No use, reproduction or dissemination may be made of this drawing co VALMONT PART #B130 OR APPROVED SAUCER AT ALL TREE PITS, OR and the concepts set forth without the prior written consent of EQUAL. CUT LENGTH AS REQ'D. OVER ENTIRE TREE BED. Structural Consultin Services, P.C. Co i ht©2018 3/4"x3/4" CHAMFER ALL AROUND PITCH AWAY FROM TREE TRUNK a X �� PROJECT TITLE Ii q FINISHED GRADE 3' LONG CEDAR STAKES, MIN. 3" DIA., New York S M SA (SPACED 120• IN PLAN). STAKES TO BE DRIVEN IN AFTER ATTACHING TO Limited Partnership o TENSION WIRE. d/b/a VERIZON WIRELESS u u II II CUT & REMOVE BINDING FROM TRUNK SITE: FISHERS ISLAND u J q AND AS MUCH OF BALL AS POSSIBLE. U ) It CUT & REMOVE BURLAP AT UPPER V3 ALPINE AVENUE p iI UNREINFORCED CONCRETE FOOTING OF BALL. FISHERS ISLAND, NY 06390 Ii q FORM 4" HIGH TOPSOIL LIP AT EDGE OF ' Ii i q • TREE PIT TO FORM WATERING SAUCER DRAWING TITLE FINISHED GRADE p it ` u u \ NOTE: ALL MATERIALS SHALL BE HOT-DIP `° -- y •' '' ': �, -� - PART SITE P LA N y �x GALVANIZED AFTER FABRICATION. APPLY COLD GALVANIZING COMPOUND TO ALL DETAILS AND NOTES CUT AND DISTURBED SURFACES. -I- 12 0 UNREINFORCED — I' I I TOPSOIL MIX BACKFILL CONC. FOOTING a �i ca _ GRAVEL _ _._:) � i I SEAL��C79" i�,i�b?i , SCALE PROJECT N0. 12" F AS NOTED VER1663 " 4'-6%4"t 1'-0"� ,ter�q, �- . 6 -0 MAX. TYP. ., „ TAMPED TOPSOIL MIX CUSHION A R• t DRAWN BY DRAWING NO. Tom' SEE PLAN 12 VARIES 12 TYPICAL CABLE yl `s° Q= BNP �� ;', '" � CHECKED BY PVU�CE E DETAIL BRIDGE SUPPORT DETAIL TYPICAL PLANTING DETAIL ` .��` "F Cm23 SCAL OSCALE: NONE SCALE: NONE 6 ,z� �F: DATE 3/1/18 Y r 1 S STRUCTURAL C CONSULTING TOP OF CROSS S SERVICES, P.C. ELEV. 65'-6"t AGL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED INSIDE TOP OF WOOD FRAMED STEEPLE OF EXISTING STEEPLE, TYP. FOR THREE (3) TDTAL. M/E/P ENGINEER: ELEV. 59'-0"t AGL EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN FRONT OF ANTENNAS (THREE (3) SIDES/LOCATIONS) TO BE REMOVED AND REPLACED WITH NEW CB BREEN ASSOCIATES, P.C. TOP OF VERIZON WIRELESS' NEW ANTENNAS RF—TRANSPARENT FRP MATERIAL/ROOFING TO MATCH EXISTING CEDAR SHAKE ROOFING IN STYLE AND TEXTURE. EXISTING CEDAR SHAKE ROOFING ELEV. 49'-0"t AGL 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 TO REMAIN AND NEW RF—TRANSPARENT ROOFING PANELS SHALL BE PAINTED TO MATCH THE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. SOUTHPORT, CT 06890 C.L. OF VERIZON WIRELESS' NEW ANTENNAS EXISTING AT&T PANEL ANTENNA MOUNTED BEHIND EXISTING LOUVRE ELEV. 46'-9"f AGL u CLIENT: r� I I FLOOR OF UPPER STEEPLE -- ------------ ELEV. 29'-10"f AGL 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 FLOOR OF LOWER STEEPLE ----------- ELEV. 16'-2"f AGL NOTE DETAILS OF EXISTING BUILDING FACADE NOT SHOWN FOR CLARITY. MAIN LEVEL OF CHURCH ELEV. 3'-8"f AGL EXISTING GRADE LEVEL 0'-0" AGL (76't ASML � SOUTH BUILDING ELEVATION TOP OF CROSS ELEV. 65'-6"f AGL VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED INSIDE OF EXISTING TOP OF WOOD FRAMED STEEPLE STEEPLE, TYP. FOR THREE (3) TOTAL. ELEV. 59'-0"t AGL 99 ADDED TELCO M.W. 12/18/23 EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN FRONT OF ANTENNAS (THREE (3) 7 REVISED PER RF 3/1/22 SIDES/LOCATIONS) TO BE REMOVED AND REPLACED WITH NEW RF—TRANSPARENT FRP TOP OF VERIZON WIRELESS' NEW UPPER ANTENNAS MATERIAL/ROOFING TO MATCH EXISTING CEDAR SHAKE ROOFING IN STYLE AND TEXTURE. 6 REVISED PER RF 1/31/22 ELEV. 49'-0"f AGL EXISTING CEDAR SHAKE ROOFING TO REMAIN AND NEW RF—TRANSPARENT ROOFING PANELS SHALL BE PAINTED TO MATCH THE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. 5 REVISED PLANTING 3/31/21 C.L. OF VERIZON WIRELESS' NEW ANTENNAS _ _ I I EXISTING AT&T PANEL ANTENNA MOUNTED BEHIND EXISTING LOUVRE ELEV. 46'-9"t AGL 4 ISSUED FOR CONSTRUCTION 12/18/20 u u 3 REVISED DESIGN 11/30/20 2 ISSUED FOR BUILDING PERMIT 3/26/18 VERIZON WIRELESS' NEW GPS UNIT, TYP. 1 ISSUED FOR REVIEW 3/1/18 -T NEW 6'-2" HIGH WHITE PVC FENCING No. ISSUE OR REVISION DATE SURROUNDING VERIZON WIRELESS' NEW 222f SF EQUIPMENT COMPOUND. I I FLOOR OF UPPER STEEPLE --- ------ No use, reproduction or dissemination may be made of this drawing ------ ELEV. 29'-10"t AGL and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Co i ht( 2018 NEW 6' TO 8' DARK AMERICAN ARBORVITAE, TYP. PROJECT TITLE New York SMSA Limited Partnership d/b/a VERIZON WIRELESS FLOOR OF LOWER STEEPLE SITE: FISHERS ISLAND ELEV. 16'-2"f AGL ALPINE AVENUE FISHERS ISLAND, NY 06390 TOP OF VERIZON WIRELESS' NEW CPS UNITS ELEV. 7'-2"f AGL Q DRAWING TITLE TOP OF VERIZON WIRELESS' NEW EQUIPMENT COMPOUND FENCE ELEV. 6'-2"t AGL 4 BUILDING ELEVATIONS ,. ,. ,, ,. j. , , ,. .• , .• ..• .. ------_________ MAIN LEVEL OF CHURCH ELEV. 3'-8"f AGL EXISTING GRADE LEVEL _____ _________ 0'-0" AGL 76'f ASML) VERIZON WIRELESS' NEW POWER AND TELCO CONDUITS ROUTED TOP OF NEW EQUIPMENT CABINET 7" UNDERGROUND FROM EQUIPMENT COMPOUND TO VERIZON MAX. ABOVE TOP OF FENCE SEAL".eSCALE PROJECT NO. WIRELESS' NEW EQUIPMENT AT THE RECTORY BUILDING. c� ��'�' oA� AS NOTED VER1663 '1,S rl �a DRAWN BY DRAWING NO. 0 WES� Pyl LDING ELEVATION � ,. � ��t;��/ � � BNP _� 6 'j CHECKED BY 2 SCALE: / 1'-0" ` JHF DATE C 3 3/1/18 i z S STRUCTURAL VERIZON WIRELESS' NEW 21RU DELTA EQUIPMENT CABINET AND ELECTRIC C CONSULTING � SUB—PANEL MOUNTED TO THE OUTSIDE FACE OF THE RECTORY BUILDING. S SERVICES, P.C. SEE SHEET S-8 FOR MOUNTING DETAILS. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 r OUTLINE OF OUTSIDE FACE OF RECTORY BUILDING BELOW, TYP. 1 ' 1 M/E/P ENGINEER: VERIZON WIRELESS' NEW HYBRIFLEX CABLE ROUTED ALONG THE OUTSIDE 1 1 ROOF OVER 1—STORY SECTION OF RECTORY BUILDING FACE OF THE 1—STORY BUILDING BELOW THE ROOF OVERHANG TO THE 2—STORY BUILDING. HYBRIFLEX CABLE AND ALL MOUNTING HARDWARE ' �1 CB BREEN ASSOCIATES, P.C. SHALL BE PAINTED TO MATCH THE COLOR OF THE BUILDING FACADE. 1 ' 1 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 1 i SOUTHPORT, CT 06890 VERIZON WIRELESS' NEW POWER AND TELCO CONDUITS ROUTED UNDERGROUND FROM THE NEW EQUIPMENT AT THE RECTORY — VERIZON WIRELESS' NEW 3—FT MICROWAVE ANTENNA WITH 1W0 (2) BUILDING TO VERIZON WIRELESS' EQUIPMENT COMPOUND. 1 ; `� INTEGRATED RADIOS ATTACHED TO THE ROOF RIDGE ON NEW STEEL MOUNTING CLIENT: PIPES. ALL ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. SEE SHEET C-2 FOR CONTINUATION. 1 _— _ _ — ,� TOP OF THE ANTENNA SHALL BE 5'-0" ABOVE THE RIDGE OF THE ROOF. 1 SEE SHEET S-6 FOR MOUNTING DETAILS. VERIZON WIRELESS' NEW CONDUIT ROUTED THROUGH THE ROOF OF THE , 2—STORY BUILDING FOR THE HYBRIFLEX CABLE ROUTING TO THE NEW Li MICROWAVE ANTENNA. ROOF PENETRATION SHALL BE SEALED WATERTIGHT. VERIZON WIRELESS' NEW WAVEGUIDE BOOT ON THE UNDERSIDE OF THE ROOF SEE SHEET S-8 FOR DETAILS. OVERHANG SOFFIT FOR HYBRIFLEX CABLE ROUTING UP INTO THE ATTIC OF THE 2—STORY BUILDING. HYBRIFLEX CABLE AND ALL MOUNTING HARDWARE , try } 4 CENTEROCK ROAD SHALL BE PAINTED TO MATCH THE COLOR OF THE BUILDING FACADE. WEST NYACK, NEW YORK 10994 11 , f t 1 l 1 � VERIZON WIRELESS' NEW HYBRIFLEX CABLE ROUTED THROUGH THE ATTIC OF THE 2—STORY BUILDING ALONG THE EXISTING ROOF 1 1 RAFTERS TO THE LOCATION OF THE NEW MICROWAVE ANTENNA. ' ' ' 1 � 2 � 1 EXISTING CHIMNEY I �� - 1 ROOF OVER 1—STORY SECTION OF RECTORY BUILDING 1 � � l TN R� � LAN ITE P AT RECTORY BUILDING MN PA 1 SCALE: / = 1'-0" 13%* VERIZON WIRELESS' NEW 3—FT MICROWAVE ANTENNA WITH TWO (2) INTEGRATED RADIOS ATTACHED TO THE ROOF RIDGE ON NEW STEEL MOUNTING PIPES/FRAME. ALL ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. TOP OF THE ANTENNA SHALL BE 5'-0" ABOVE THE RIDGE OF THE ROOF. TOP OF VERIZON WIRELESS' NEW MICROWAVE ANTENNA EXISTING CHIMNEY ELEV. 47'-10"f 0 i VERIZON WIRELESS' NEW HYBRIFLEX CABLE ROUTED THROUGH THE TOP OF EXISTING ROOF & CHIMNEY ATTIC OF THE 2—STORY BUILDING ALONG THE EXISTING ROOF ELEV. 42'-10"t RAFTERS TO THE LOCATION OF THE NEW MICROWAVE ANTENNA. VERIZON WIRELESS' NEW WAVEGUIDE BOOT ON THE UNDERSIDE OF THE ROOF OVERHANG SOFFIT FOR HYBRIFLEX CABLE ROUTING UP INTO THE ATTIC OF THE 2—STORY BUILDING. HYBRIFLEX CABLE AND ALL MOUNTING HARDWARE SHALL BE "' 'v - _ �, 9� ADDED TELCO M.W. 12/18/23 PAINTED TO MATCH THE COLOR OF THE BUILDING FACADE. ,! Na ISSUE OR REVISION DATE VERIZON WIRELESS NEW HYBRIFLEX CABLE ROUTED ALONG THE OUTSIDE FACE OF THE 1 STORY v. = = == = No use, reproduction or dissemination may be made of this drawing BUILDING BELOW THE ROOF OVERHANG TO THE 2—STORY BUILDING. HYBRIFLEX CABLE AND ALL aind the concepts set forth without the prior written consent of MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE COLOR OF THE BUILDING FACADE. Structural ConsultingServices, P.C. Co i ht©2018 PROJECT TITLE _f l►, New York SMSA VERIZON WIRELESS' NEW 21RU DELTA EQUIPMENT CABINET AND ELECTRIC 0 ... ....., .... ......................._..._. ii -�-- -L.. Limited Partnership SUB—PANEL MOUNTED TO THE OUTSIDE FACE OF THE RECTORY BUILDING. - d/b/a VERIZON WIRELESS , SITE: FISHERS ISLAND _ . -- _... .............. . . I ...... ALPINE AVENUE - FISHERS ISLAND, NY 06390 TOP OF EXISTING GRASS LEVEL YT DRAWING TITLEc c c C c C ELEV. 8'-0"f AGL PART SITE PLAN AT RECTORY GRADE LEVEL PARKING LOT \�� AND BUILDING ELEVATION ELEV. 0—0 f AGL (76 f ASML) C VERIZON WIRELESS NEW POWER AND TELCO CONDUITS ROUTED UNDERGROUND FROM THE NEW EQUIPMENT AT THE RECTORY BUILDING TO VERIZON WIRELESS' EQUIPMENT COMPOUND. SEAL`�"' Y� SCALE PROJECT NO. 2 WEST BUILDING ELEVATION ,� �,�` �� Y -�� c� h�5 F a r AS NOTED VER1663 SCALE: 1/8 = 1 —0 �. DRAWN BY DRAWING N0. BNP I L1J n l'` Lai CHECKED BY JHF OF E,, - 3/V18 i VERIZON WIRELESS' NEW EQUIPMENT PAD AC-CFSSOI NOTE: PVC FENCE WITH ACCESS NOTE (QETAIL 2): CONTRACTOR SHALL SUPPLY THE FOLLOWING GENERAL NOTES: GATES. SEE SHEET C-2 NOTE: PROVIDE SHOP DRILLED HOLES ONLY AT ITEMS AT THE EQUIPMENT PAD. " " S STRUCTURAL FOR DETAILS. ,' TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: -6' FOLDING FIBERGLASS LADDER 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE EDITION AND WITH NEW CABLE/ICE BRIDGE NOT SHOWN FOR LOCATIONS OF INITIAL EQUIPMENT CABINETS. VERIZON WIRELESS' NEW �' " CLARITY. SEE SHEET C-2 FOR DETAILS. HOLES FOR FUTURE EQUIPMENT CABINETS ONE (1) DELTA CABINET = 1 X 9.22 SF = 9.22 SF -FIBERGLASS FOLDING TABLE THE REGULATIONS H ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS DIESEL GENERATOR WITH 6 7-g t SHALL NOT BE PROVIDED AT THIS TIME. ONE (1) DELTA BATTERY CABINET = 1 X 8 SF = 8 SF -FIBERGLASS CHAIR CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. ALL ELECTRICAL WORK SHALL IN ACCORDANCE WITH THE C CONSULTING SOUND ENCLOSURE i COORDINATE LOCATION OF INITIAL AND FUTURE TOTAL = 17.22 SF -CHAIN AND LOCK TO SECURE ALL ITEMS NATIONAL ELECTRICAL CODE AND WITH THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANIES WHEN EQUIPMENT CABINETS WITH VERIZON WIRELESS. -FIRE EXTINGUISHER IN OUTDOOR ENCLOSURE APPLICABLE. S SERVICES P.C. (MODEL O 50REOZK BY i 2. COORDINATE ALL WORKING HOURS, MATERIAL DELIVERY SCHEDULE AND ALL OTHER CONSTRUCTION - OHHER POWER SYSTEMS). ; __��_ COORDINATE EXACT ACCESSORY REQUIREMENTS ) ANCHOR GENERATOR TO ' - - 41.2" WITH VERIZON WIRELESS PRIOR TO BID. ACTIVITIES WITH VERIZON WIRELESS AND OWNER. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONCRETE PAD WITH X"O 3.) THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO TEL:203.740.7578 FAX:203.775.5670 HILTI KWIK BOLT II 0 r°' THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXPANSION ANCHORS 31.7" 31.7" UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE DURING ALL PHASES WITH 2%" EMBEDMENT O M �� OF CONSTRUCTION. ANY EXISTING UTILITIES OR STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE M/E/P ENGINEER: INTO EXISTING CONCRETE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. PAD WITHIN MOUNTING HOLES OF GENERATOR ` = DELTA = 4.) ALL AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR ORIGINAL CB BREEN ASSOCIATES P C BASE. p" rn Ui CAB 10 INET TA � r--: BATTERY M CONDITION AT THE CONTRACTOR'S EXPENSE. P.C. EDGE OF NEW 7'-9"f x d r) CABINET 5.) COORDINATE THE DISPOSAL OF CONSTRUCTION/SITE CLEARING DEBRIS AND EXCESS SOIL FROM 20'-0" (155f SF) FRONT EXCAVATION OPERATIONS WITH VERIZON WIRELESS AND OWNER. 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 CONCRETE PAD, TYP. SEE II 6. ALL DIMENSIONS, CONDITIONS AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE TAKEN FROM DETAIL ON THIS SHEET. EQ. 3'-51'"f EQ. � M; SOUTHPORT, CT 06890 SUPPLY ACCESSORIES S.F=9.22 SF rs S.F.= 8 SF LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EXISTING FOR PAD AS PER S.F.=26.1t SF WEIGHT = 1500f LB WEIGHT = 2500t LB CONDITIONS. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION "EQUIPMENT PAD TOTAL HEIGHT OF GENERATOR = 76.8" TOTAL HEIGHT OF CABINET = 72" TOTAL HEIGHT OF CABINET = 72" OF THE ENGINEER. CONTRACTOR SHALL NOT PROCEED WITH ANY AFFECTED WORK UNTIL FORMALLY DIRECTED ACCESSORY NOTE" ON KOHLER POWER SYSTEMS GENERATOR DELTA CABINET DELTA BATTERY CABINET BY THE ENGINEER. THIS SHEET. MODEL NO. 50REOZK (ONE (1) TOTAL) (ONE (1) TOTAL) 7.) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF ALL DIMENSIONS AND/OR CLIENT: EXISTING EXHAUST FAN (ONE (1) TOTAL) QUANTITIES AND FOR THE COORDINATION WITH ALL OTHER WORK. REVIEW OF THE CONTRACTOR'S SUBMISSIONS THROUGH BASEMENT VERIZON WIRELESS E UIPMENT CABINETS DOES NOT RELIEVE THE CONTRACTOR FROM THESE RESPONSIBILITIES. WINDOW TO REMAIN 2 SCALE: NONE 8.) THE CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, BRACKETS, GOGGLES, EYE BOLTS AND VERIZON WIRELESS' NEW (2)-6'-6" LONG SLEEPER BEAMS ALL OTHER ACCESSORIES REQUIRED TO PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES TELCO ENCLOSURE AND / ' FRAMES, EQUIPMENT, ETC. DOWER PANEL SUPPORTED NOTE (DETAIL 41: 5�s" 2'-3516" 1'-1��2" 2'-35�s" ON NEW P1000 GALV. VERIFY BOLT LOCATIONS WITH 9.) ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS OTHERWISE NOTED. THE CONTRACTOR STEEL CHANNELS _ ---- CABINET CABINET MANUFACTURER, SHALL SUBMIT SAMPLES OF ALL MATERIAL TO VERIZON WIRELESS FOR APPROVAL. PANNING ACROSS POSTS. I r FRONT ' I I I 10.) MANUFACTURER'S INSTRUCTIONS: THE CONTRACTOR SHALL COMPLY WITH MANUFACTURERS' QUANTITY AND SPACING i X"O HILT] KWIK BOLT II EXPANSION ' -- ' r FRONT m OF UNISTRUT CHANNELS i n ----- -- r- ' - 0 INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT THEY ARE MORE STRINGENT THAN i ANCHORS 24 t O.C. STAGGERED _I I THE REQUIREMENTS IN THE CONTRACT DOCUMENTS. 4 CENTEROCK ROAD AS REQUIRED.ir- i W6 SPACED AT GAGE OF W6 (3%") WITH 29" I ' 11.) CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTON WEST NYACK, NEW YORK 10994 EMBEDMENT INTO EXISTING CONCRETE PAD I I I I I I DELTA 1 1 � 1-5/8" HORIZONTA4 i DELTA BATTERY IN PROGRESS AND ADJOINING MATERIALS IN PLACE. APPLY PROTECTIVE COVERINGS) WHERE REQUIRED. i CABINET s A. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY THROUGHOUT THE UNISTRUT, PART #P1000T i EXISTING CONCRETE PAD I I I CABINET I o LENGTH AS REQUIRED1� i I I "a CONSTRUCTION PERIOD. --1 --- T 0 EXIST. PAD 1/2-0 FIELD DRILLED HOLE FOR BOLT, TYP---,'-' ._ I I I TYP. THROUGHOUT WHERE - - -- _ B. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART OF CONSTRUCTION, SHOWN. ATTACH ` I ;:_' FOR FOUR (4) PER CABINET. COORDINATE I I I UNISTRUT TO EQUIPMENT \ '` ' • "' '' :. : AND VERIFY EQUIPMENT CABINET __--_-_ m COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR DELETERIOUS EXPOSURE. SUCH EXPOSURE --� INCLUDES, BUT NOT LIMITED TO: MOUNTING POST WITH Y2 0 w MAKE/MODEL WITH VERIZON WIRELESS. THE -��-- I - GALV. STEEL U-BOLTS ,,-✓\ � \ w o - SHOWN BOLT HOLE LOCATIDNS ARE PROVIDED L-----' HOLES, TYP. a. WATER INFILTRATION AND EXPOSURE TO WEATHER WITH HEAVY HEX NUTS S-1 FOR INFORMATIONAL PURPOSES ONLY. b. EXCESSIVE HIGH OR LOW TEMPERATURE OR HUMIDITY AND WASHERS. 'ter TYPICAL W6 SLEEPER EQUIPMENT CABINET c. UNUSUAL WEAR OR OTHER MISUSE d. HEAVY TRAFFIC, SOILING, STAINING OR CORROSION VERIZON WIRELESS' NEW - a d A ��q H ORI N G DETAIL BOLTHOLE LOCATIONS e. CONTACT BETWEEN INCOMPATIBLE MATERIALS OU1D OR ABNETQ ONMENTTWO ° J L`' OBE SCALE: " 4 SCALE: 1/2" = ,'-O" f. THEFT OR VANDALISM (2)-NEW W6X15 X 6'-6" �� CONCRETE NOTES: LONG GALV. STEEL W D M � X m�D X a BROOM FINISH PAD SURFACE 1. ALL DETAILING FABRICATION AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE SLEEPER BEAMS, TYP. , ) ANCHOR SLEEPER BEAMS 0 PAD AS PER DETAIL 3 2'-3nt � "t " ACI DETAILING MANUAL SP-66 (LATEST REVISION). �,�- cn #4 BARS ® 12 O.C. EA. WAY 2. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE ON THIS SHEET. ° f-- 0 Z ) 'r zo m r o REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI318-02". w J 3/4"x3/4" CHAMFER 3.) CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE A MINIMUM COMPRESSIVE Uj 3 " O.D. SCHED. 40 - ° i N `�CL w ALL AROUND, TYP. STRENGTH OF 4,000 PSI AT 28 DAYS. SLUMP SHALL BE 4"(tl"). AIR ENTRAINMENT SHALL BE 8%. GALV. STEEL PIPE ' co _j 4.) REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615. EQUIPMENT MOUNTING 'I O `n USE CLASS B LAP SPLICES. POST, TYP. FOR TWO (2) D o w Z / / EXISTING GRADE HIGH POINT TOTAL. SEE SECTION 1 ON z ,� 2 TYP e 5.) THE CONCRETE PAD SHALL BE POURED LEVEL WITH A TOLERANCE OF OVER 10" IN ALL DIRECTIONS. THIS SHEET FOR DETAILS. -`'',D -' 0 6.) THE PAD SHALL BE CURED WITH CURING COMPOUND APPLIED AS PER MANUFACTURER'S SPECIFICATIONS. EXISTING GRADE PO N VERIZON WIRELESS' NEW - 8" LOW POINT %�% 12" MIN. LAYER COMPACTED 24" GPS UNIT MOUNTED TO • ° • ° • ° •• °om • •• °• °° •• o° GRANULAR FILL EQ• 20" EQ. a O O°o po 00 o O °OO °o° Oa ^°°O O° O po° O°°°o°O° p°OO O°Oo p°m °o°o p° °o° °po° °O n n INSIDE OF NEW FENCING, °' -- °oda° °Ood� csd� °odo°.°°°odd d� ° � °odo49°°' �� oao°.9o°°',° °ado°°o °oao�od EQ. 15" EQ 4 x15 OPENING IN WALL SHEATHING -T---- 00 00 �O°°o �eO° °O °°a�0 q0 00 �0 0 00 °o e0:0°�O°°�o o�:O°oo e0.0 °o O o00�0 O oos0 TYP. FOR FOUR (4) �° ° o ° ° °o° ° °• "° � o o ^ o°°° o °� o EXISTING VINYL SIDING FOR CABLE PENETRATIONS INTO a 8e � e • e � + °a e gs°ems 8a 8 °°°° ° ' �° ° °°°° g° ° d'°° d'°' °°°� �o °° °°d'°o °° .� �' °°d'°" �'° STORAGE CLOSET. DO NOT CUT ANY ' Z \O�o OO° do�o°ddo .�o°O��o do�o°($o�o°.O�o�oO Oo°O OO�Oo��0 Oo°O O Oo°a��Oa°O OOo 0�po°O TOTAL. SEE SHEET C-2 ° FOR DETAILS. �� ' BOTTOM OF 10TH EXPOSURE OF VINYL EXISTING WOOD STUDS EXPOSED. �\ \� SIDING PANEL UP FROM FOUNDATION d COMPACTED SUBGRADE & TOP OF NEW AZEK BOARD ``' EXISTING CHURCH -BUILDING SEE PLAN FOR EXTENTS OF PAD EQUIPMENT PAD NOTES: AROUND 1.) TOP OF NEW PAD ELEVATION SHALL BE 3" ABOVE NEW AZEK 1x12fx24 SHEET ATTACHED TO EXISTING OL --- - olu- s2 ozEXISTING GRADE HIGH POINT WITHIN FOOTPRINT OF PAD. SHEATHING WITH S.S. SCREWS. ALL EXPOSED _2.) CONDUITS, PPADG, C BSHOWN TC. CLARITY.WITHIN I ITY OHATE LLI 5 CN C R E TE P A D DETAIL CORNERS SHA PERIMETERL BE NNTH SIL CONEDED. SEAL LSEALLANT.. N w o NE: NONE ,;_X ADDED TELCO MW. 12/18/23 GRAPHIC SCALE ALL REQUIRED WORK WITH THAT OF OTHER TRADES. NEW THREE (3) PORT (1X3) WAVEGUIDE ENTRY � '�' w.21-O. o 1=o' s=o' +=o' E UIPMENT PAD PLAN PLATE MOUNTED TO BOTH SIDES OF WALL WITH S.S. 5 ISSUED FOR CONSTRUCTION 12/18/20 SCALE: 1/2" = 1'-0" 9 SCREWS (SITE PRO #E1635 OR APPROVED EQUAL). NEW ELECTRIC CONDUIT ROUTED UNDERGROUND 4 REVISED DESIGN 11/30/20 FROM EQUIPMENT PAD TO LOCATION OF NEW POST VERIZON WIRELESS' NEW ELECTRIC WAVEGUIDE ENTRY PLATE. SEE ELECTRIC SERIES 3 GENERAL REVISIONS 11/19/19 i i FOR FURTHER INFORMATION. CONDUIT ROUTED UNDERGROUND FROM EQUIPMENT CABINETS TO FACE OF i i NEW THREE (3) PORT (1X3) WAVEGUIDE ENTRY A SEFN A-A 2 ISSUED FOR BUILDING PERMIT 3/26A8 EXISTING BUILDING. ELECTRIC CONDUIT i PLATE INSTALLED ON BOTH SIDES OF EXISTING , SHALL BE ROUTED UP THE FACE OF THE EXTERIOR WALL (SITE PRO #E1635 OR APPROVED SCA2 = 1 -0 BUILDING TO THE NEW ELECTRIC METER. ' 1 ISSUED FOR REVIEW 3/1A8 NEW GALV. STEEL PIPE CAP SEE ELECTRIC SERIES FOR DETAILS. i i EQUAL). SEE THIS SHEET FOR DETAILS. i � (VALMONT PART #PC312 OR EQUAL) Na ISSUE OR REVISION IFDATE ' EXISTING PLASTER WALL FINISH CONTRACTOR SHALL CUT A 4"x15" OPENING IN WALL SHEATHING FOR CABLE No use reproduction or dissemination may be made of this drawing ' EXISTING WOOD STUD PENETRATIONS INTO STORAGE CLOSET. DO and the conce is set forth without the nor written consent of Structural Consulting Services P.C. Co i ht c 2018 NOT CUT ANY EXISTING WOOD STUDS P p 3�/i" O.D. SCHED. 40 GALV. � �, EXPOSED. Q EXISTING WOOD SHEATHING STEEL PIPE x 6'-0" MAX. ' NEW THREE (3) PORT (1X3) WAVEGUIDE I / PROJECT TITLE EXISTING ELECTRIC METERS CHAMFER ALL AROUND NEW 1x12fx24 AZEK SHEET ATTACHED TO ENTRY PLATE MOUNTED TO BOTH SIDES OF New York S M SA \� EXISTING SHEATHING WITH S.S. SCREWS. WALL WITH S.S. SCREWS (SITE - � � NEW ELECTRIC METER AND SWITCH MOUNTED � ( TE PRO #E1635 ° I 1 ,+ ALL EXPOSED CORNERS SHALL BE OR APPROVED EQUAL). SEAL ALL AROUND Limited Partnership ° . FINISHED GRADE TO WALL FOR VERIZON WIRELESS' NEW i ROUNDED. SEAL ALL AROUND PERIMETER PERIMETER WITH EXTERIOR GRADE SILICONE DIRECT METERED ELECTRIC SERVICE. SEE WITH SILICONE SEALANT. /b/a VERIZON WIRELESS <� ELECTRIC SERIES FOR DETAILS. BOOTSNWITHRS.S. CLAMPS,RUBBERRCAP ALL UNUSED_� ., � • . SITE: FISHERS ISLAND BOTTOM OF 10TH EXPOSURE OF VINYL ' ' UNREINFORCED CONCRETE FOOTING EXISTING AT&T CABLE CHASE ! SIDING PANEL UP FROM FOUNDATION AID PORTS WITH RUBBER CAPS & S.S. CLAMPS ALPINE AVENUE i & TOP OFNEW AZEK BOARD AND MAKE WATERTIGHT. FISHERS ISLAND NY 0639;•' i .6 NEW PVC FENCE. SEE SHEET C-2 FOR DETAILS. i 1 r 9 NEW ELECTRIC CONDUIT AND PACK EXISTING STUD WALL CAVITIES WITH DRAWING TITLE'HYBRIFLEX CABLES ROUTED UP BATT INSULATION 6" MIN. ABOVE AND VERIZON WIRELESS' NEW CABLE/ICE BRIDGE ROUTED FROM ; EXISTING STORAGE CLOSET TO BELOW WAVEGUIDE ENTRY PLATE. VERIZON WIRELESS NEW CABLE ICE _ ._.. F '° EQUIPMENT TO LOCATION OF NEW CABLE PENETRATION EQUIPMENT ABOVE. SEE SHEET / p INTO STORAGE CLOSET. SEE SHEET C-2 FOR DETAILS. S-2 FOR CONTINUATION. BRIDGE ROUTED FROM EQUIPMENT TO - NEW HYBRIFLEX CABLE ROUTED ALONG NEW EQUIPMENT PAD PLAN LOCATION OF NEW CABLE CABLE BRIDGE TO WAVEGUIDE ENTRY PANEL E Q , EXISTING STORAGE CLOSET ON MAIN ,% PENETRATION INTO STORAGE CLOSET. ,' INTO EXISTING STORAGE CLOSET, TYP. FOR SECTIONS, DETAILS AND NOTES LEVEL OF CHURCH BUILDING ��' THREE (3) HYBRIFLEX CABLES TOTAL. EXISTING VINYL SIDING A �a ¢ i ' < EXISTING STORAGE CLOSET ON MAIN LEVEL NEW SHEEIROCK WALL TO CONCEAL NEW OF CHURCH BUILDING A CONDUITS. SEE SHEET S-2 FOR DETAILS. SEAL° ,- SCALE PROJECT N0. r TN pE NE-v, ,,. �0 AS NOTED �°'� VER1663 ° �5 DRAWN BY DRAWING NO. 1 -O" ° MN f�F �A1_NRY `� ART PLAN AT MAIN CH BNP URCH LEVEL WAVEGUIDE ENTRY PLATE DETAIL AT EXTERIOR WALL(D-E ' r Uj CHECKED BY 1 TYPICAL EQUIPMENT MOUNTING POST SECTION SCALE: 13�' 7 SCALE: 1-1/2" = 1'-0" �' JHF S-2 SCALE: NONE DATE smi z`�� C S,c..:�`� ��` 3/1/18 Y I OUTLINE OF OPENING FOR NEW "DOGHOUSE" VERIZON WIRELESS' NEW IT ROUTED CABLE PENETRATION ENCLOSURE ON UPPER S STRUCTURAL CABLES AND ELECTRIC CONDUIT ROUTED STEEPLE LEVEL ABOVE. SEE SHEET S-3 ALONG WALL TO LOCATION OF EQUIPMENT. FOR DETAILS. C CONSULTING NEW HILTI SPEED SLEEVE FOR OUTLINE OF TOP TIER RRH UNIT ABOVE, TYP. S SERVICES, P.C. NEW WAVEGUIDE ENTRY PLATE HYBRIFLEX CABLE AND ELECTRIC NOTE: EXTERIOR WALL FINISH OF NEW SHAFT FOR HYBRIFLEX CABLES. SEE CONDUIT PENETRATION INTO 67 FEDERAL ROAD SUITE A8 BROMFIELD CT 06804 SHALL MATCH EXISTING. NEW OF REUSED WOOD 2'-6" SHEET S-1 FOR DETAILS. LOWER STEEPLE LEVEL. SEE TEL•203.740.7578 FAX•203.775.5670 COVE SHALL BE INSTALLED ALONG BOTTOM OF SHEET S-3 FOR DETAILS. NEW WALL TO MATCH EXISTING. 4" 1 6" NEW ELECTRIC CONDUIT ROUTED UP TO LOWER STEEPLE LEVEL THROUGH EXISTING STORAGE IM/E/P ENGINEER: CLOSET. SEE ELECTRIC SERIES FOR DETAILS. co 0 NEW HYBRIFLEX CABLES ROUTED UP ° TO LOWER STEEPLE LEVEL THROUGH ECABLEGCH &T 6" CB BREEN ASSOCIATES, P.C. EXISTING STORAGE CLOSET, TYP. FOR THREE (3) HYBRIFLEX CABLES TOTAL. A f— .tA i 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 " TYPE X GYPSUM WALLBOARD o VERIZON WIRELESS NEW RRH UNIT AND SOUTHPORT, CT 06890 ATTACHED TO STUDS WITH TYPE S -H _ �!� N BOX TED DRYWALL SCREWS 0 12" O.C. ' ON NEW D UNISTRUT IOFRAMING(ATTACH ATTACHED i EXISTING LOWER STEEPLE LEVEL WALL AND — � 18 GA. 21" METAL "C" STUD 0 Q- STACKED VERTICALLY, TYP. FOR FOUR (4) 12" O.C. 20 GA. TRACK TOP I I �_ RRH UNITS PER SECTOR (TWELVE (12) RRH CLIENT: EXISTING AT&T CABLE CHASE ' AND BOTTOM OF NEW WALL. OUTLINE OF ACCESS ` UNITS TOTAL) AND ONE (1) SDB PER OPENING ABOVE INTO ' SECTOR (THREE (3) SDBs TOTAL). SEE UPPER STEEPLE LEVEL I I THIS SHEET FOR DETAILS. SLOP _ CONT 18 GA. 1�" METAL TRACK, DOWNI TYP. (ATTACHMENT TO EXISTING WALL BY CONTRACTOR) 000°°oo - �eeeeo � EXISTING ALUMINUM i o0000 �eoe000 00 EXTENSION LADDER UP TO 100� ; 4 CENTEROCK ROAD UPPER STEEPLE LEVEL ' WEST NYACK, NEW YORK 10994 EXISTING STORAGE CLOSET ON MAIN LEVEL OF CHURCH BUILDING - (iFsc AX CABLES ROUTED ART GROUND FLOOR PLAN AT EXISTING CLOSET VEUPOTHROUGH DOGHUSE NEW OTO UPPER STEEPLE ALE: 1" = 1'-0" LEVEL. SEE SHEET S-3 FOR DETAILS. EXISTING WOOD ROOF RAFTER i OR STUD WALL, TYP. VERIZON WIRELESS' NEW COAX CABLES EXISTING WOOD FRAMING STUD ROUTED ALONG LOWER STEEPLE LEVEL - WALL TO LOCATION OF NEW EQUIPMENT. _ SEE THIS SHEET FOR DETAILS. HINGES 1-5/8" HORIZONTAL UNISTRUT, PART 12" 1 " " #P1000T, LENGTH AS REQUIRED, TYP. MAX. O x 2 LONG LAG SCREW WITH ROUND THROUGHOUT WHERE SHOWN. ATTACH z �• OVERSIZED WASHER INTO EXISTING ROOF RAFTER UNISTRUT TO E ISTING WOOD STUD — — — — OR WOOD STUD, TYP. PRE—DRILL �"O LEAD HOLE FRAMING WITH "0 x 21" LONG LAG — — — — — IN RAFTER TO PREVENT SPLITTING, TYP. EXISTING ACCESS OPENING TN SCREW SPACED 0 16"t O.C. WITH THROUGH FLOOR ROUND, OVERSIZED, HARDENED P1000 GALV. STEEL UNISTRUT GROUND CLIP AND WIRE WASHER, TYP. PRE—DRILL HOLES IN CHANNEL 0 4'-0" O.C. MAX. ANTENNA CABLE COAX OR HYBRIFLEX MN EXISTING STUDS TO PREVENT SPLITTING. ATTACHED TO EXISTING ROOF ATTACHED TO UNISTRUT CHANNEL WITH RAFTER OR WOOD STUD STAINLESS STEEL SNAP IN CLIP, TYP. EXISTING WINDOW, TYP. 1-5/8" HORIZONTAL UNISTRUT, ALONG CABLE RUN FOR TWO (2) TOTAL. 131 PART #P1000T, LENGTH AS WHERE SHOWN THROUGHOUT 3 TYPICAL CABLE ATTACHMENT TO ROOF RAFTER STUD DETAIL SCALE: 1" = 1'-0" 2 LOWER STEEPLE LEVEL ATTIC PLAN SCALE: 1/2" 1-5/8" HORIZONTAL UNISTRUT, PART #P1000T x 13'-0", TYP. A THROUGHOUT WHERE SHOWN. 1-5 8" VERTICAL UNISTRUT, I ,. RRH UNIT OR OVP ATTACHED TO PART #P1000T x 6'-3" LONG 0 I WS/PCS 700/850 C— A D AWS/PCS 700/850 C—B D 1 —3 UNISTRUT FRAME PER 4'-0 O.C., TYP. THROUGHOUT R RRH UNIT RRH U t RRH NIT RRH UNIT RRH UNIT RRH UNIT RRH UNIT MANUFACTURER'S SPECIFICATIONS WHERE SHOWN. SEE SECTION A ON THIS SHEET FOR DETAILS. ° i o o P1000 GALV. STEEL COAX SUPPORT CHANNEL LENGTH 1-5 8 HORIZONTAL UNISTRUT, ,� " " AS REQUIRED 0 4-Q 0 MAX RH UNIT PAT #P1000T x 13 3 , TYP. �DDDpDpDpDpppDpDpDDDpDpD� �DpppppppDpDpDpppDppppp0 �DD�DDDDDDDDDDDD DD DDDD� �DDDDDDDD DD DDDDDDDDDDD� DD DDDpppppppDpppDpDpD� �DpppppppppppppDpDpDpDpD �DpppppppppppDpDp pD DpD�1 �Dppppppp0 Dp pppppppppD O.C. ATTACH CHANNEL T THROUGHOUT WHERE SHOWN. DpDpDpDpppppppDpDpDpDpDpppD DpDpDpppppDpDpDpDpDpDpppD D %101DpppppppppDpppDpDpDpD DpppDpppppppppppDpDpDppppp Dpppppofl 005D%dl DD DpDpD OpDpOpD 3 ft iftooua STUDS WITH (2)-VO x 22 LONG LAG SCREW WITH DpDpppDpppppDpDpDpDpppD DpppppppppDpDpDpDpDpDpppD D �pDpOpDpDpDpDpDpD p pDpDpD �pDpppDpDp pD DpppppppDpD�D Op p0 DpDpDpDpDpppppDpppppD �pppppppppppppDpDpDpDpppDp �pDpppppppppDpDpDp pD DpDpD OpDpppDpDpD DD pppppppDpDp ROUND, OVERSIZED, HARDENED o 0 0 o WASHER, TYP. PRE-DRILL ATTACH HORIZONTAL UNISTRUT TO VERTICAL HOLES IN EXISTING STUDS TO UNISTRUT WITH PART #P1026 TYP. l i PREVENT SPLITTING. ANTENNA o i CABLE ATTACHED TO 6 REVISED PER RF 3/1/22 UNISTRUT CHANNEL WITH STAINLESS STEEL SNAP IN z W 5 REVISED PER RF 1/31/22 EXISTING WOOD H CLIP, TYP. 1-5/8" VERTICAL UNISTRUT, PART FRAMING STUD, TYP. X 4 ISSUED FOR CONSTRUCTION 12/18/20 #P10000T x 6'-3" LONG 0 4'-0" a ANTENNA CABLES ATTACHED O.C., TYP. THROUGHOUT WHERE TO UNISTRUT CHANNEL WITH � STAINLESS STEEL SNAP IN SHOWN. o 0 o CLIP, TYP. 3 GENERAL REVISIONS 11/19/19 i i i ° ; NOTE: 2 ISSUED FOR BUILDING PERMIT 3/26/18 CONTRACTOR SHALL ATTACH i EQUIPMENT PER MANUFACTURERS 1 ISSUED FOR REVIEW 3/1/18 AWS/PCS 700/850 RRH UNIT C-BAND SPECIFICATIONS. 1-5/8" HORIZONTAL UNISTRUT, RRH UNIT RRH UNIT RRH UNIT PART #P1000T x 2'-0" LONG Na ISSUE OR REVISION DATE SEPARATION AS REQUIRED TO SUPPORT EQUIPMENT PER o 0 0 0 0 0 0 0 0 0 , MANUFACTURERS No use, reproduction or dissemination may be made of this drawing SDB —__---_. .. . __ _...._---..__._... __.............. DAD[1D�(]oD��D�D[1D�DDD��.-. ._......._...-_ . ._ D�D�[1�D(1D�DD[lDDDl]�D�[]��._ .._......_._.._..._........... 0 �D�D�D�1D�DflD�D[1D�D .. ....._._._.-.._..-.. ..��D[1DOD[1D�D�[1�DDD0 [1 .. ..._............._.. .... ...................... SPECIFICATIONS TYP. and the concepts set forth without the prior written consent of N OLL RRH DDDDDDDDDDDDDDDDDDDDDDDDDDD 6„ DpppDpDpDpDpDpppppppDpppDpD pD DpDpDpDpDpDpDpDpppDpDpD DpppDpDpDpDpppDpDpD Dp DpD Structural Consultor Services, P.C. Co I ht©2018 ATTACH HORIZONTAL UNISTRUT TO 1-5/8" HORIZONTAL UNISTRUT 4oDpDpppppppDpDpDpDpDpppD� TYP. �DpDpDpDpDpDpDpppppDpDpO� D DpDpDpDpDpDpDpDppppp0� �DpDpDpppDpDpDpDpD Dp D� PROJECT TITLE VERTICAL UNISTRUT WITH PART #P2815 CUT TO REQUIRED LENGTH (TYP) 0 If 0 0 o New York S M SA �� 0 0 0 0 0 0 0 CHANNEL NUT WITH SPRING, Limited Partnership o UNISTRUT PART 1008 �' _ "0 0o D0 00 0 oO a o 0 0 0 0 0 1-5/8" CONTINUOUS HORIZONTAL 3/8" DIA FLAT WASHER (TYP) �� / d/b/a VERIZON WIRELESS UNISSTRUT, PART #P1000T, LENGTH AS /12—OVP 12—OVP 12-0 P SITE: FISHERS ISLAND REQUIRED, TYP. ATTACHTO EXISTING WOOD RAFTERS ENICOUNTERED ALLSTRUT 3/8" DIA BOLT (TYP) // ALPINE AVENUE WITH �/�"O x 2" LONG LAG SCREW WITH / 1 / FISHERS ISLAND, NY 06390 ROUND OVE IZED WASHER, TYP. ( // PRE—DRILL "0 LEAD HOLE IN RAFTER TO 1-5/8" VERTICAL UNISTRUT, It PREVENT SPLITTING, TYP. CUT TO REQUIRED LENGTH (TYP) \ / DRAWING TITLE EXISTING SLOPE SEPARATION AS REQUIRED TO SUPPORT LOWER STEEPLE LEVEL/ATTIC � PLAN RRH MOUNTING EXISTING ROOF RAFTER. CONTRACTOR � � EQUIPMENT PER MANUFACTURER'S � TO FIELD VERIFY LOCATION. SPECIFICATIONS, TYP. DETAILS AND NOTES SEA ec V �N��` SCALE PROJECT NO. SLOPE DOWN � a q�5 A,,, A A \ter, AS NOTED VER1663 TOP OF ATTIC LEVEL FLOOR TOP OF ATTIC LEVEL FLOOR '� ` �.�` DRAWN BY DRAWING NO. BNP ' w RRH MOUNTING DETAIL , , �� CHECKED BY SECTION A—A JHF - 2 A SCALE: 1" = 1'-0" S Fu�FES l Js DATE i S STRUCTURAL EXISTING AT&T C CONSULTING MICROWAVE DISH S SERVICES, P.C. NEW HYBRIFLEX CABLE, TYP. FOR TWO EXISTING PANEL (2) PER SLEEVE MAX. ANTENNA, TYP. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 4"0 HILTI SPEED SLEEVE PART # CP 653. EXISTING AT&T TEL:203.740.7578 FAX:203.775.5670 - SEAL ALL AROUND SLEEVE WITH HILTI RRH UNIT, TYP. M/E/P ENGINEER: FIRESTOP SEALANT. INSTALL SLEEVE IN I I i 1 i 1 STRICT ACCORDANCE WITH HILTI'S i RRH — — i ' INSTALLATION INSTRUCTIONS. � -----�---- �'�- EXISTING ALUMINUM EXTENSION LADDER 1 ' I ' ' ' \ EXISTING 2x8 WOOD CB BREED ASSOCIATES P.C. CUT 4"0 HOLE IN FLOOR FOR INSTALLATION DOWN TO LOWER � OF NEW HILTI SPEED SLEEVE STEEPLE LEVEL ' ' I I I I `\ I JOIST BELOW, TYP. i I I I I 1 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 EXISTING T&G WOOD DECKING i i i i i i 'i' i SOUTHPORT, CT 06890 EXISTING 6x12 WOOD FLOOR JOIST, TYP. i i i 0 ' ' 3Dn I 1 I I * I I � i i I m I I I I 1 16nt 1 n L n J NEW 14"t x 24" OPENING CUT CLIENT: 8 14 t , 8 f I THROUGH EXISTING WOOD DECKING AND METAL ROOFING. DO NOT CUT THROUGH 1 I I I ANY EXISTING JOISTS. EXISTING ACCESS I i or OPENING THROUGH FLOOR --------- -------+-------1---- --1------ I--- -+- EXISTING 2x8 RIDGE BEAM BELOW I I ---I 'LO nil I I I I 1 I i I I I I I I I I I I I I I t ; I 00 0 o I I 1 1 i i 1 I I I z 1 0 1 1000 ,0o I I M I 000 OC EXISTING 2x8 RIDGE I ' I I I 1 0 1 N1,11 1 00 b000 , I BOARD BELOWCE EROCK ROAD I i � 0 I I 1 I I 1 4 NT' I 1 WEST NYACK, NEW YORK 10994 EXISTING PLASTER CEILING, TYP. EXISTING LOUVRE, TYP i i i I 7 FOR THREE (3) TOTAL. OUTLINE OF STEEPLE ABOVE = 1 \`�� ; ; i i / i i P1000 GALV. STEEL COAX SUPPORT CABLE FLOOR PENETRATION DETAIL THROUGH LOWER STEEPLE LEVEL FLOOR I 1 \\ 1 i 1 ; CHANNEL, LENGTH AS REQUIRED SCALE: 1-1/2" = 1f—0» NEW COAX CABLES ROUTED DOWN THROUGH 4,—0n MAX O.C. ATTACH CHANNEL TO NEW "DOGHOUSE" CABLE ENCLOSURE TO I I I ---___I------_1_______ _ 1 1 STUDS WITH (4n 0 x 2 n LONG LAG RRH SCREW WITH ROUND OVERSIZED L01N=R STEEPLE LEVEL BELOW, TYP. SEE ; , ; I ; � ; � f SHEET S-2 FOR CONTINUATION. 1 1 1 I 1 "'��--��---�� 1 1 , HARDENED WASHER, TYP. PRE-DRILL HOLES IN EXISTING STUDS TO PREVENT NEW "DOGHOUSE" CABLE SPLITTING. ANTENNA CABLE ATTACHED TO UNISTRUT CHANNEL WITH STAINLESS PENETRATION ENCLOSURE. SEE THIS SHEET FOR DETAILS. z I z cv STEEL SNAP IN CLIP, TYP. SEE SHEET J —' S-2 FOR SIMILAR ATTACHMENT NEIN COAX CABLES ROUTED FROM NEW 0 o EQ. EQ. U o DETAILS. TN "DOGHOUSE" CABLE ENCLOSURE OVER TO EXISTING WALL AND UP WALL C.L. THROUGH STEEPLE TO ELEVATION OF "DOGHOUSE" MN NEW PANEL ANTENNAS, TYP. SEE SHEET ENCLOSURE S-4 FOR CONTINUATION. 13, UPPER STEEPLE LEVEL PLAN 30" NEW SIXTEEN (16) PORT (4X4) WAVEGUIDE ENTRY PLATE CENTERED ON AND ATTACHED TO FACE OF ENCLOSURE WITH S.S. SCREWS (SITE PRO NEW 30%30"00" HIGH CUSTOM 14 GA, GALV. FULLY WELDED SHEET METAL #E1447 OR APPROVED EQUAL), TYP. FOR THREE (3) TOTAL. SEAL ALL ENCLOSURE WITH 2" FLANGE ALL AROUND BASE OF ENCLOSURE. AROUND PERIMETER WITH EXTERIOR GRADE SILICONE SEALANT. PROVIDE RUBBER WAVEGUIDE BOOTS WITH S.S. CLAMPS, CAP ALL UNUSED PORTS WITH RUBBER CAPS & S.S. CLAMPS AND MAKE WATERTIGHT. 6 REVISED PER RF 3/1/22 r 5 REVISED PER RF 1/31/22 -\----------------------- - 4 ISSUED FOR CONSTRUCTION 12/18/20 3 GENERAL REVISIONS 11/19/19 2 ISSUED FOR BUILDING PERMIT 3/26/18 1 ISSUED FOR REVIEW 3AA8 Na ISSUE OR REVISION DATE I I i i I i No use, reproduction or dissemination may be made of this drawing \\ , and the concepts set forth without the prior written consent of SEAL OVER FLANGE AND SCREWS ALL AROUND —`,--i--�--�___i__�_1_�� __�1 Structural Consulting Services, P.C. Co i ht cD 2018 PERIMETER OF ENCLOSURE WITH "FLEX SEAL" LIQUID SEALANT OR APPROVED EQUAL. I � 1 + � ' 1 I PROJECT TITLE a -�-- ----.--� -� - ' New York S M SA ' ," Limited Partnership " i YP. 2„ ATTACH ENCLOSURE TO EXISTING WOOD ROOF DECK WITH #8 x " S.S. OR GALV. STEEL SCREWS ® d/b/a VERIZON WIRELESS 2 FLANGE ALL AROUND BASE OF ENCLOSURE. 12 O.C, TYP. SET ENCLOSURE IN BED OF EXTERIOR GRADE TYP. SITE: FISHERS ISLAND SILICON SEALANT. ALPINE AVENUE EQ. 14"t EQ. FISHERS ISLAND, NY 06390 NEW COAX CABLES ROUTED THROUGH NEW "DOGHOUSE" PROVIDE 20"x2O" OPENING ON ALL FOUR (4) SIDES OF ENCLOSURE FOR WAVEGUIDE ENTRY PLATES AND ENCLOSURE TO UPPER STEEPLE LEVEL, TYP. FOR FOR ACCESS PANEL ON 4TH SIDE. PROVIDE 24"x24" 14 GA. GALV. STEEL COVER TO CLOSE ACCESS DRAWING TITLE FOURTY-TWO (42) COAX CABLES. MAINTAIN MINIMUM OPENING ON 4TH SIDE. ATTACH COVER TO ENCLOSURE WITH #6x-" HWH SHEET METAL SCREWS @12" BEND RADIUS PER MANUFACTURER'S SPECIFICATIONS. O.C. ALL AROUND. PROVIDE 2" WIDE RUBBER GASKET BETWEEN ENCLOSURE AND COVER. UPPER STEEPLE LEVEL PLAN, EXISTING 2x8 WOOD JOIST, TYP. CABLE PENETRATION NEW 14"f x 24" OPENING CUT THROUGH EXISTING WOOD DECKING DETAILS AND NOTES AND METAL ROOFING. DO NOT CUT THROUGH ANY EXISTING JOISTS. "DOGHOUSE" CABLE PENETRATION ENCLOSURE DETAILS SEAL SCALE PROJECT NO. E OF NL tv 1-0 3 SCALE: 1-1/2" NOTED VER1663 = 1 —0 ! �V GNR Y F �� DRAWN BY DRAWING N0. BNP 2 CHECKED BY Ljj xI. Lij ; JHF y DATE S 3 ^�6 ,I � i ` ` ' 3/1/18 71 TOP OF CROSS I EXISTING TONGUE & GROOVE WOOD ELEV. 65'-6"f AGL i �� i� E SHEATHING, TYP. STRUCTURAL EXISTING CEDAR SHAKE SHINGLES TO REMAIN, \_--------------------------------------------- ____-------___-- --- I TYP. EXISTING SHINGLES SHALL BE PAINTED TO C CONSULTING I _ I f MATCH THE EXISTING COLOR OF THE CEDAR ^^'------��------ ----- I ! SHAKE ROOFING. S SERVICES P.C. 3/8" FRP PANEL BY STEALTH CONCEALMENT I �� I I EXISTING 2x8 WOOD CORNER RAFTER, TYP. SOLUTIONS, INC., TYP. AT ALL THREE (3) 1 � f \ I I 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 ANTENNA MOUNT LOCATIONS. REFER TO I 1 i I I > > I � � I EXISTING 2�x4 WOOD FACE RAFTER TO BE CUT TEL:203.740.7578 FAX:203.775.5670 STEALTH'S DRAWINGS FOR DETAILS. I I I � i f I f FLUSH WITH THE BOTTOM OF THE NEW LVL HEADER, TYP. AT ALL THREE (3) ANTENNA EXISTING CROSS OUTLINE OF UPPER STEEPLE LEVEL WALLS AND ROOF I I �� c9 i I MOUNT LOCATIONS. BELOW. EXISTING CEDAR SHAKE ROOFING OF STEEPLE IN I I I �� I I M/E/P ENGINEER: FRONT OF ANTENNAS (THREE (3) SIDES/LOCATIONS) TO BE I I f �� ' "9 G� i I I VERIZON WIRELESS' NEW PANEL ANTENNA REMOVED AND REPLACED WITH NEW RF-TRANSPARENT FRP 1 MOUNTED WITHIN EXISTING STEEPLE, TYP. FOR MATERIAL/ROOFING TO MATCH EXISTING CEDAR SHAKE I f I `S�. �O,A Q,Z,P 1 I THREE (3) ANTENNAS TOTAL. SEE TYPICAL CB BREEN ASSOCIATES, P.C. ROOFING IN STYLE AND TEXTURE. EXISTING CEDAR SHAKE I Q�, i�l• I I I ANTENNA MOUNTING DETAIL ON SHEET S-5. ROOFING TO REMAIN AND NEW RF-TRANSPARENT ROOFING I I I S-4 I I PANELS SHALL BE PAINTED TO MATCH THE EXISTING COLOR I f I i I NEW 2x" O.D. SCHED. 40 GALV. STEEL PIPE I I I � ° i I I MAST x 6'-0" LONG, TYP. FOR THREE (3) 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 OF THE CEDAR SHAKE ROOFING. ° f I TOTAL. SOUTHPORT, CT 06890 I I I � y y `V�• � \y ( I I • FRP L4x4x� ANGLE CENTERED ON FACE OF °° 0 HORIZONTAL UNISTRUT SPANNING I STEEPLE TO BE FIELD BONDED TO THE FRP I � I I BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST I I I I PANEL BY STEALTH CONCEALMENT SOLUTIONS, I I I I SUPPORT, PART #P1000T, LENGTH AS I I REQUIRED, TYP. HORIZONTAL UNISTRUT SHALL INC., TYP. AT ALL THREE (3) ANTENNA I MOUNT LOCATIONS. REFER TO STEALTH'S EXTEND 3" MAX. PAST OUTRIGGERS. SEE THIS CLIENT: I I 1 I I I I 11 I SHEET FOR LAYOUT AND DETAIL 2 ON SHEET DRAWINGS FOR DETAILS. I I I o a I I I S-5 FOR ATTACHMENT TO CORNER RAFTER I DETAIL. 1 j"x5j" 1.9E LVL HEADER ATTACHED TO 1-5 I ( 1 /8" GALV. STEEL UNISTRUT OUTRIGGER EXISTING 2x8 CORNER RAFTERS WITH I I f , I I HORIZONTAL UNISTRUT WITH NO FACTORY t FOUR (4)-16d TOE NAILS TOP & I 1 I I HOLES• PART #P1000, LENGTH AS REQUIRED, ri i1 BOTTOM (EIGHT (8)-TOE NAILS TOTAL I I o o I I EXTENDING OUT FROM CORNER RAFTERS, TYP. AT EACH END OF HEADER), TYP. AT ALL I I 1 8'-9"f 1 I OUTRIGGERS SHALL EXTEND 3" MAX. PAST i �� THREE (3) ANTENNA MOUNT LOCATIONS. I I I (V.I.F.) i I HORIZONTAL UNISTRUT. SEE THIS SHEET FOR OUTLINE OF STEEPLE CORNER BEYOND, TYP. r I I I _--_ I I LAYOUT AND DETAIL 2 ON SHEET S-5 FOR ---a I ATTACHMENT TO CORNER RAFTER DETAIL. 4 CENTEROCK ROAD FRP L4x4x x 4 LONG CLIP ANGLE BY I I I ______� I PLASTIC END CAPS SHALL BE WEST NYACK, NEW YORK 10994 + t STEALTH CONCEALMENT SOLUTIONS, INC., EXISTING 24x4 WOOD FACE RAFTER, TYP. r i t t I 1 I i I I INSTALLED ON ALL HORIZONTAL TYP. ON TOP AND BOTTOM AT ALL THREE I I i I UNISTRUT AND OUTRIGGER ENDS. t, (3) ANTENNA MOUNT LOCATIONS. I I I o NEW COAX CABLES ROUTED FROM NEW EXISTING CENTER 48 WOOD POST r 1' NEW RF-FRIENDLY SHINGLES TO MATCH EXISTING BY I I I i I 1 j "DOGHOUSE" CABLE ENCLOSURE OVER TO + i �, STEALTH CONCEALMENT SOLUTIONS, INC, TYP. AT ALL f I i I I EXISTING WALL AND UP WALL THROUGH THREE (3) ANTENNA MOUNT LOCATIONS. NEW I I I i I STEEPLE ON UNISTRUT FRAMING TO ELEVATION EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. ,' I �, SHINGLES SHALL BE PAINTED TO MATCH THE I I I I f OF NEW PANEL ANTENNAS, TYP. SEE SHEET EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE �+ r1 t `� EXISTING COLOR OF THE CEDAR SHAKE ROOFING. ; I °° 1 S-3 FOR CONTINUATION. EXISTING COLOR OF THE CEDAR SHAKE ROOFING. % i i t1 1-5/8" UNISTRUT x 6" LONG LEDGER, PART + ; It f I I f ► #P1000, ATTACHED TO FACE OF CORNER EXISTING TONGUE & GROOVE WOOD SHEATHING, TYP. + i ' I �- i I 1/2 X 2 WIDE MIN. SCP PANEL SHIMS TO SHIM I �� I f RAFTER FOR SUPPORT OF HORIZONTAL FRP PANELS FLUSH WITH EXISTING SHEATHING BY I .� �� I UNISTRUT FOR COAX CABLES, TYP. SEE DETAIL f I 12 ON SHEET S-5 FOR SIMILAR DETAILS. i t STEALTH CONCEALMENT SOLUTIONS, INC., TYP. AT I 1 I �� i '`� I I P1000 GALV. STEEL UNISTRUT CHANNEL+ i i �� ALL THREE (3) ANTENNA MOUNT LOCATIONS. SHIMS I EXISTING 2x8 WOOD CORNER RAFTER BEYOND, TYP. ; ; ; `, ARE TO BE FIELD BONDED TO BACK OF FRP PANEL I I 1 4'-0" O.C. MAX. ATTACHED TO UNISTRUT ONCE ALL HAVE BEEN CUT TO SIZE AND TEST FIT. ®�� I I I LEDGER ALONG CABLE RUN r i i EXISTING Ax4 WOOD HEADER/HORIZONTAL i i 1 I j I i� �� I I I EXISTING CENTER 48 WOOD POST I I � I i EXISTING 24x4 WOOD FACE RAFTER, TYP. r i t 1 ---__--____ --_-----� -------------------------------_ \--J\ j t t1 I TN ` 6" 0 ALPHA & BETA SECTORS I �� I i t I I 9" ® GAMMA SECTOR I \� I MN 1 I I 1 t_ _--___._- ._......_._- .._-_-_.--.-_--.-_--._.._..-_._. ......_.._......--_._.__._-------•-__� DETAIL"SEE "TYPICAL ANTENNA MOUNTING 2 STEEPLE PLAN VIEW @ BOTTOM OF ANTENNAS (ELEV. 44'-1 "f AGL 13 ' r ; I ; t t S-4 SCALE: 1" = 1'-O" TOP OF VERIZON WIRELESS' NEW ANTENNAS 3/8" FRP PANEL BY STEALTH CONCEALMENT SOLUTIONS, r � t ELEV. 49'-0"f AGL INC., TYP. AT ALL THREE (3) ANTENNA MOUNT NEW RF-FRIENDLY SHINGLES TO MATCH EXISTING BY STEALTH CONCEALMENT SOLUTIONS, INC, TYP. AT ALL LOCATIONS. REFER TO STEALTH'S DRAWINGS FOR DETAILS. THREE (3) ANTENNA MOUNT LOCATIONS. NEW SHINGLES SHALL BE PAINTED TO MATCH THE EXISTING 6'-0" CAD ALPHA & BETA SECTORS FRP L4x4J ANGLE CENTERED ON FACE OF STEEPLE COLOR OF THE CEDAR SHAKE ROOFING. i / + " TO BE FIELD BONDED TO THE FRP PANEL BY 6 -3 ® GAMMA SECTOR STEALTH CONCEALMENT SOLUTIONS, INC., TYP. AT 1/2" X 2" WIDE MIN. SCP PANEL SHIMS TO SHIM FRP t t, ALL THREE (3) ANTENNA MOUNT LOCATIONS. REFER PANELS FLUSH WITH EXISTING SHEATHING BY STEALTH r i t1 TO STEALTH'S DRAWINGS FOR DETAILS. ,`O� CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) 6 REVISED PER RF 3/1/22 ANTENNA MOUNT LOCATIONS. SHIMS ARE TO BE FIELD C.L. OF VERIZON WIRELESS' NEW ANTENNAS Q.G'�� BONDED TO BACK OF FRP PANEL ONCE ALL HAVE BEEN 5 REVISED PER RF 1/31/22 • " CUT TO SIZE AND TEST FIT. r ELEV. 46-9 t AGL 4 ISSUED FOR CONSTRUCTION 12/18/20 NEW 2k O.D. SCHED. 40 GALV. STEEL PIPE 3 GENERAL REVISIONS 11/19/19 MAST x6'-0" ® ALPHA & BETA SECTORS S-4 & 6-3" ® GAMMA SECTOR, TYP. FOR THREE 2 ISSUED FOR BUILDING PERMIT 3/26/18 °°�. (3) TOTAL. r _ i ' / 1-5/8" HORIZONTAL UNISTRUT SPANNING 1 ISSUED FOR REVIEW 3/1/18 r t ° BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST SUPPORT, PART #P1000T LENGTH AS r t No. ISSUE OR REVISION DATE REQUIRED, TYP. HORIZONTAL UNISTRUT SHALL EXTEND 3" MAX. PAST OUTRIGGERS. SEE THIS i _ i t� �t EXISTING WOOD BRACING, TYP. SHEET FOR LAYOUT AND DETAIL 2 ON SHEET No use, reproduction or dissemination may be made of this drawing S-5 FOR ATTACHMENT TO CORNER RAFTER and the concepts set forth without the prior written consent of 1-5/8" HORIZONTAL UNISTRUT, PART #P1000T, o DETAIL. Structural Consulting Services, P.C. Co I ht©2018 ' ______' r� ; ' ' LENGTH AS REQUIRED BETWEEN CORNER RAFTERS I -0" 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER -- f'--------- ~--- V AND UP AGAINST FACE RAFTER, TYP. SEE SECTION 2 .I.F.) HORIZONTAL UNISTRUT WITH NO FACTORY ` ' PROJECT TITLE I ( I ON THIS SHEET FOR LAYOUT AND DETAIL 2 ON HOLES• PART #P1000, LENGTH AS REQUIRED, New York S M SA SHEET S-5 FOR SIMILAR ATTACHMENT DETAIL. I TYP. THROUGHOUT WHERE SHOWN. OUTRIGGERS t r r t i ' SHALL EXTEND 3" MAX. PAST HORIZONTAL Limited Partnership UNISTRUT. SEE THIS SHEET FOR LAYOUT AND DETAIL 2 ON SHEET S-5 FOR ATTACHMENT TO d/b/a VERIZON WIRELESS CORNER RAFTER DETAIL. / SITE: FISHERS ISLAND ti_____ __ _______y'� i �`�_______ __ _____ PLASTIC END CAPS SHALL BE ALPINE AVENUE P INSTALLED ON ALL HORIZONTAL FISHERS ISLAND, NY 06390 UNISTRUT AND OUTRIGGER ENDS. �4 i G `X — — — EXISTING CENTER 48 WOOD POST DRAWING TITLE BOTTOM OF EXISTING DOUBLE 2x8 PLATE FOR STEEPLE FRAMING & �O A' G TOP OF EXISTING JOISTS F, EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE O��P `LSO EXISTING COLOR OF THE CEDAR SHAKE ROOFING. STEEPLE SECTIONS EXISTING DOUBLE 2x8 PLATE ' SH AING TONGU TYPE & GROOVE WOOD AND NOTES AROUND BASE OF STEEPLE t VERIZON WIRELESS' NEW PANEL EXISTING 2x8 WOOD CORNER NEW COAX CABLES ROUTED FROM i ANTENNA MOUNTED WITHIN EXISTING RAFTER, TYP. NEW "DOGHOUSE" CABLE i STEEPLE, TYP. FOR THREE (3) ENCLOSURE OVER TO EXISTING ' ANTENNAS TOTAL. SEE "TYPICAL 1 / r-- I EXISTING 2-x4 WOOD HEADER HORIZONTAL ABOVE, TYP. �: ,:� A, .�., WALL AND UP WALL THROUGH I ANTENNA MOUNTING DETAIL ON SHEET 2 SEAL-: OF I L,, SCALE PROJECT NO. STEEPLE TO ELEVATION OF NEW t S-5. TN PANEL ANTENNAS, TYP. SEE I EXISTING 2jx4 WOOD FACE /Co C rtiN�rFq ` AS NOTED VER1663 RAFTER, TYP. DRAWN BY DRAWING NO. SHEET S-3 FOR CONTINUATION. MN `�. _ BNP g ilk` Q I FF l ''Lu CHECKED BY u TYPICAL STEEPLE SECTION 3 STEEPLE PLAN VIEW © TOP OF ANTENNAS (ELEV. 49'-0"± AGL 13'�� = JHF S4 .. S-4 SCALE: 3/4" = 1'-0" S-4 SCALE: 1 = 1 -0 '„ �.. ��:' DATE , �� a i 3/1/18 EXISTING TONGUE & GROOVE WOOD SHEATHING, TYP. VERIZON WIRELESS ANTENNA & CABLE NOTES: S STRUCTURAL EXISTING 2jx4 WOOD FACE RAFTER 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS EXISTING 2#x4 WOOD HEADER/HORIZONTAL �� `�_ CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, SPECIFIED BY VERIZON WIRELESS. FACE OF HEADER MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED BASE STATION ANTENNAS: C CONSULTING SEE DETAIL 3 THIS SHEET _ BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL USE 1-5/8" INCH CABLE. EXISTING 2x8 WOOD CORNER RAFTER BEYOND BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. S SERVICES P.C. NEW RF-FRIENDLY SHINGLES TO MATCH EXISTING BY I COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS GPS ANTENNAS: STEALTH CONCEALMENT SOLUTIONS, INC. NEW i i AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED USE 1/2" INCH CABLE. 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 SHINGLES SHALL BE PAINTED TO MATCH THE EXISTING I I WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. 8• MINIMUM BENDING RADII FOR BASE STATION COAXIAL CABLES: TEL: 203.740.7578 FAX'203.775.5670 COLOR OF THE CEDAR SHAKE ROOFING. I 00 1 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM 1-5/8", RMIN = 20" 1/2" X 2„ WIDE MIN. SCP PANEL SHIMS TO SHIM FRP PANELS ( I 6" 0 ALPHA & BETA SECTORS SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION FLUSH WITH EXISTING SHEATHING BY STEALTH CONCEALMENT ;z.._................... _. ._._ 9" 0 GAMMA SECTOR AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST 9• BRASS TAGS AREA TO BE ATTACHED WITH STAINLESS STEEL TIE WIRES AT: M/E/P ENGINEER: SOLUTIONS, INC., TYP. AT ALL THREE (3) ANTENNA MOUNT --- TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. ANTENNAS AND AT THE EQUIPMENT. LOCATIONS. SHIMS ARE TO BE FIELD BONDED TO BACK OF FRP 4 » TOP OF VERIZON WIRELESS' NEW ANTENNAS 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: TAPING OF ANTENNA CABLE: PANEL ONCE ALL HAVE BEEN CUT TO SIZE AND TEST FIT. ELEV. 49'-0"t AGL — AT THE ANTENNAS REFER TO ANTENNA & CABLE SCHEDULE CB BREEN ASSOCIATES, P.C. VERIZON WIRELESS' NEW PANEL ANTENNA MOUNTED WITHIN EXISTING STEEPLE. / — JUMPER CABLES ® EQUIPMENT CABINETS INFORMATION ON BRASS TAGS SHALL BE AS FOLLOWS: 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HEIGHT OF ANTENNA (i.e. 100.5' OR 105.5') 3/8" FRP PANEL BY STEALTH CONCEALMENT SOLUTIONS, %"0 GALV. STEEL U—BOLTS WITH GALV. STEEL AND AT THE BASE OF VERTICAL RUNS ANTENNA ORIENTATION SECTOR (i.e. ALPHA, ETC.) 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 INC. WITHIN ELEVATION OF HEADERS FOR FULL LIMITS / HEAVY HEX NUTS AND WASHERS, TYP. 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CELL, PCS, LTE—C, AWS OR LTE—PCS SOUTHPORT, CT 06890 BETWEEN CORNER RAFTERS. REFER TO STEALTH'S / CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR "VERIZON WIRELESS" DRAWINGS FOR DETAILS. GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 10. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS FRP L4x4xi ANGLE CENTERED ON FACE OF STEEPLE TO / 6. SYSTEM INSTALLATION: WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL BE FIELD BONDED TO THE FRP PANEL BY STEALTH THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) BE SEALED IMMEDIATELY AFTER BEING INSTALLED. MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS CLIENT: ANTENNA MOUNT LOCATIONS. REFER TO STEALTH'S RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: 11. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A DRAWINGS FOR DETAILS. 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING WEATHERPROOF SPLICING KIT. NEW 2j" O.D. SCHED. 40 GALV. v~i HARDWARE. STEEL PIPE MAST x 6'-0" LONG o 6-0 ® ALPHA & BETA SECTORS 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. 12. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL AT ALPHA & BETA SECTORS & 6'-3" @ GAMMA SECTOR 3. HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. IN FIELD PRIOR TO CONSTRUCTION. 6'-3" LONG AT GAMMA SECTOR N 13. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS AT EACH END. x w o C.L. OF VERIZON WIRELESS' NEW ANTENNAS 8 5 � - ELEV. 46'-9"f AGL - f 1� 1��1 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 1-5/8" HORIZONTAL UNISTRUT SPANNING BETWEEN / z OUTRIGGERS FOR ANTENNA PIPE MAST SUPPORT, PART #P1000T, LENGTH AS REQUIRED, TYP. HORIZONTAL / <F. 39 3„ 17.2" UNISTRUT SHALL EXTEND 3" MAX. PAST OUTRIGGERS. SEE Uj SECTIONS 2 & 3 ON SHEET S-4 FOR LAYOUT AND DETAIL / w 2 ON THIS SHEET FOR ATTACHMENT TO CORNER RAFTER DETAIL. N z U 0 Q 0 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER HORIZONTAL m UNISTRUT WITH NO FACTORY HOLES. PART #P1000, / a "' LENGTH AS REQUIRED, EXTENDING OUT FROM CORNER a RAFTERS, TYP. OUTRIGGERS SHALL EXTEND 3" MAX. / 00 PAST HORIZONTAL UNISTRUT. SEE SECTIONS 2 & 3 ON N SHEET S-4 FOR LAYOUT AND DETAIL 2 ON THIS SHEET _. w FOR ATTACHMENT TO CORNER RAFTER DETAIL. °_° FRONT SIDE (FRONT) (SIDE) / S ) ALPHA, BETA AND GAMMA SECTOR "2-0 z M.W. ANTENNA 4G/CBRS ANTENNAS FRP L444 x 4" LONG CLIP ANGLE BY / N MANUFACTURER: COMMESCOPE, INC. MANUFACTURER: JMA WIRELESS GPS UNITS STEALTH CONCEALMENT SOLUTIONS, INC., TYP. x MODEL No.: VHLP3-11W-AUBTC MODEL No.: MX14FIT465-01 MANUFACTURER: PCTEL TOP AND BOTTOM OF FRP ANGLE. REFER TO / "M.W." ON PLAN "(A/B/G)4G/C-BAND" ON PLAN MODEL No.: GPS-TMG-HR-26N STEALTH'S DRAWINGS FOR DETAILS. o (ONE (1) ANTENNA TOTAL) (THREE (3) ANTENNAS TOTAL) GPS 1, 2, 3 & 4 ON PLAN li%51" 1.9E LVL HEADER ATTACHED TO EXISTING 2x8 CORNER o FRONT AREA: 1.3t SF FRONT AREA: 5.4f SF (FOUR (4) UNITS TOTAL) RAFTERS WITH FOUR (4)-16d TOE NAILS TOP & BOTTOM o WEIGHT: 37.5 LBS WEIGHT: 52.5 LBS WEIGHT 0.6 LB (EIGHT (8)-TOE NAILS TOTAL AT EACH END OF HEADER) m 00 o Q FACE OF HEADER ;�, VERIZON WIRELESS ANTENNA AND GPS UNIT DIMENSIONS 4 » _ 1 0 (PANEL ANTENNA); 3 1 0 (GPS UNIT) EXISTING CEDAR SHAKE SHINGLES TO REMAIN, TYP. EXISTING SHINGLES SHALL BE PAINTED TO MATCH THE ATTACH CUT END�OFEX�ISNG�FACERAFTER�TO EXISTING COLOR OF THE CEDAR SHAKE ROOFING. REMAIN TO NEW LVL HEADER WITH THREE (3)-16d VERIZON WIRELESS ANTENNA & CABLE SCHEDULE TOE NAILS EACH SIDE OF RAFTER. COLOR TYPICAL ANTENNA MOUNTING DETAIL SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) CODING CABLE LENGTH (2) COAX CABLE (3) IIIII �SCALE: 1-1/2" = 1'-O" ALPHA SECTOR AZ = 88 700/850 : RRH I a ® ADDED TELCO M.W. 12/18/23 EXISTING TONGUE & GROOVE WOOD X AWS/PCS I z ffin 1-5/8" HORIZONTAL LNISTRUT SPANNING SHEATHING TO REMAIN, TYP, a RRH > 6 REVISED PER RF 3/1/22 BETWEEN OUTRIGGERS FOR ANTENNA PIPE MAST rla �I • D ONE (1)-NEW SUPPORT, PART #P1000T, LENGTH AS REQUIRED, EXISTING CEDAR SHAKE SHINGLES TO JMA WIRELESS N 4G/C-BAND TYP. HORIZONTAL UNISTRUT SHALL EXTEND 3" REMAIN TO FIRST FULL EXPOSURE MX14FIT465-01 I 60'f (V.I.F) 12x24 HYBRIFLEX 5 REVISED PER RF 1/31/22 MAX. PAST OUTRIGGERS. SEE SECTIONS 2 & 3 PAST LOCATION OF SAW CUT. O CABLE ON SHEET S-4 FOR LAYOUTAND DETAIL 2 ON I v 4 ISSUED FOR CONSTRUCTION 12/18/20 THIS SHEET FOR ATTACHMENT TO CORNER FASTEN EDGE OF EXISTING SHEATHING TO C—BAND U.I. RAFTER DETAIL. HEADER WITH SIMPSON STRONG—DRIVE SDWS RRH 8" FRAMING SCREWS x 2�" LONG ® 4" O.C. � 3 GENERAL REVISIONS 11/19/19 EXISTING 2x8 WOOD CORNER RAFTER, TYP. �` EXISTING WOOD HEADER (DETAIL SIMILAR AT NEW LVL HEADER 2 ISSUED FOR BUILDING PERMIT 3/26/18 BELOW) BETA SECTOR 700/850 AZ = 268* RRH 1 ISSUED FOR REVIEW 3/1/18 a VO A307 GALV. STEEL BOLT W/ROUND WASHER— FASTEN FRP PANEL ALL AROUND I o AND HEAVY HEX NUT. FIELD DRILL A-0 HOLES PERIMETER TOP AND BOTTOM TO � c3 THROUGH UNISTRUT AS REQUIRED. 6 » AS REQUIRED HEADERS AND ON SIDES TO CORNER J AWS/PCS Z No. ISSUE OR REVISION DATE RAFTERS WITH SIMPSON STRONG—DRIVE a_ RRH 0 3/8"0 LAG BOLT x 2" LONG WITH ROUND, SDWS FRAMING SCREWS x 3" LONG ® 1 1 3) ONE 1 —NEW OVERSIZED, HARDENED WASHER, TYP. PRE—DRILL EXISTING 2-x4 WOOD FACE RAFTER JMA WIRELESS N a ( ) 4 4G C BAND 60 f V.I.F No use, reproduction or dissemination may be made of this drawing 3" 4" O.C. PRE—DRILL 5/32"0 HOLE IN / — ( ) 12x24 HYBRIFLEX P Y 9 HOLES IN EXISTING RAFTERS TO PREVENT SPLITTING. MX14FIT465-01 M and the concepts set forth without the nor written consent of MAX. FRP PANEL TO PREVENT SPLITTING. (4)—SIMPSON STRONG—DRIVE" I o Q CABLE Structural Consulting Services, P.C. Co P ht©2018 FIELD DRILL "0 HOLES 'THROUGH UNISTRUT. 1 " J . SDWS FRAMING SCREWS x 2 1-5/8" GALV. STEEL UNISTRUT OUTRIGGER SAW CUT EXISTING ROOF '� Y LONG ® 1�" O.C. C RRH I Q PROJECT TITLE HORIZONTAL UNISTRUT WITH r10 FACTORY HOLES. SHEATHING p PART #P1000, LENGTH AS REQUIRED, EXTENDING OUT to New York SMSA FROM CORNER RAFTERS, TYP. OUTRIGGERS SHALL Z o 13�' EXTEND 3" MAX. PAST HORIZONTAL UNISTRUT. SEE - FRP L4x4xj x 4" LONG CLIP ANGLE GAMMA SECTOR MN Limited Partnership FACE OF HEADER SECTIONS 2 & 3 ON SHEET S-4 FOR LAYOUT AND BY STEALTH CONCEALMENT. AZ = 358 700/850 I W 0 N 3MM d/b/a VERIZON WIRELESS DETAIL 2 ON THIS SHEET FOR ATTACHMENT TO 1" 3 " 1 "t NEW RF-FRIENDLY SHINGLES TO MATCH EXISTING SOLUTIONS, INC., TYP. TOP AND RRH a GAMMA 88• CORNER RAFTER DETAIL. BY STEALTH CONCEALMENT SOLUTIONS, INC. NEW BOTTOM OF FRP ANGLE. REFER TO o SECTOR ALPHA SITE: FISHERS ISLAND SHINGLES SHALL BE PAINTED TO MATCH THE STEALTH'S DRAWINGS FOR DETAILS. X AWS/PCS ! z O SECTOR ALPINE AVENUE EXISTING COLOR OF THE CEDAR SHAKE ROOFING. " o RRH 0 I in p z FISHERS ISLAND, NY 06390 REFER TO STEALTH'S DRAWINGS FOR DETAILS. 0 FRP THREADED RODS WITH 1 • U ONE (1)-NEW 268' 6" JMA WIRELESS N J 1/2" X 2" WIDE MIN. SCP PANEL SHIMS TO SHIM FRP IF ISOPLAST NUTS FOR FRP CLIP 4G/C-BAND I a W 60 f (V.I.F) 12x24 HYBRIFLEX � BETA ANGLE CONNECTION BY STEALTH MX14FIT465-01 x a DRAWING TITLE W CABLE SECTOR PANELS FLUSH WITH EXISTING SHEATHING BY STEALTH CONCEALMENT SOLUTIONS INC. I o V) a CONCEALMENT SOLUTIONS, INC., TYP. AT ALL THREE (3) ;' TYP. REFER TO STEALTH'S C-BAND ANTENNA MOUNTING DETAIL ANTENNA MOUNT LOCATIONS. SHIMS ARE TO BE FIELD i 0 ' U. �r BONDED TO BACK OF FRP PANEL ONCE ALL HAVE BEENDRAWINGS FOR DETAILS. g RRH I 4,z " CUT TO SIZE AND TEST FIT. FRP PANEL TO BE FIELD FRP L4x4xj ANGLE CENTERED 0 ANTENNA & CABLE SCHEDULE, 3/8 FRP PANEL BY STEALTH CONCEALMENT BONDED TO CENTER FRP FACE OF STEEPLE BY STEALTH AZIMUTHS ARE MEASURED DETAILS AND NOTES �- SOLUTIONS, INC. WITHIN ELEVATION OF HEADERS I ANGLE BY STEALTH CONCEALMENT SOLUTIONS INC. FOR FULL LIMITS BETWEEN CORNER RAFTERS. ONE (1)-NEW 2x CLOCKWISE FROM TRUE NORTH CONCEALMENT SOLUTIONS, REFER TO STEALTH S DRAWINGS MICROWAVE COMMESCOPE, INC. M.W. 5 t (V.I.F) REFER TO STEALTH'S DRAWINGS FOR DETAILS. INC., TYP. REFER TO FOR DETAILS. ANTENNA (1) VHLPX3-11W-AUBTCI HYBRIFLEX CABLE TRANSLATION OF TYPICAL UNISTRUT OUTRIGGER TO STEALTH'S DRAWINGS FOR ORIENTATION ANGLES DETAILS. LEGEND: SEAL/' �,rr ,, SCALE PROJECT NO. WOOD CORNER RAFTER ATTACHMENT DETAIL GPS 1 FOUR (4) NEW � o .�w� . 2 SCALE: 3" :_ ,'-o" FRP ANGLE TO HEADER ATTACHMENT DETAIL PCTEL GPS 2 "0 ANDREW 700 = 700 ANTENNA /Cx',c- _- r,�j`°��Q� AS NOTED VER1663 3 GPS UNIT (4) 15 t (V.I.F) PCS = PCS ANTENNA � Win, oaf SCALE: 3 = 1 -0 GPS-TMG-HR-26N GPS 3 LDF4-50A OR , ;z DRAWN BY DRAWING NO. GPS 4 EQUAL COAX AWS = AWS ANTENNA ' :,F �`� ° ;,'t,NOTES: K trt CHECKED BY (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS. (*) CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON WIRELESS RF-ENGINEER ��Q ' , La t DATE JHF Sm5 (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. AND PROVIDE X"0 HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS AT THE `: ' 's' 4 CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. EQUIPMENT AND AT THE ANTENNAS. " �'� SS pr �'=' 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX:203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. NEW 3FT MICROWAVE ANTENNA (MODEL #VHLPX3-11W-AUBTC BY COMMESCOPE, INC.) 4 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 WITH TWO (2)-INTEGRATED RADIOS (MODEL #s UBT-T & AIIA-T-D BY NOKIA, INC.) ATTACHED TO INTEGRATED MOUNTING BRACKET (PART # OMT-C BY FINGU). SEE ANTENNA SCHEDULE ON SHEET S-5. CLIENT: TWO (2)—NEW INTEGRATED RADIOS MOUNTED BEHIND NEW MICROWAVE ANTENNA. EXISTING CHIMNEY. NEW 4Y" O.D. SCHED. 40 GALV. STEEL PIPE MAST x 5'-0" LONG. NEW INBOARD SIDE STRUT KIT (PART SEE DETAIL 2 FOR MORE INFORMATION. #VSTRUT—P3KIT BY COMMESCOPE INC.) BETWEEN NEW MICROWAVE ANTENNA AND NEW 3Y2 O.D. PIPE MAST. NEW MICROWAVE ANTENNA. SEE ANTENNA SCHEDULE ON SHEET S-5. Ya" WELDED CAP PLATE ON TOP OF PIPE MAST, TYP. 4 CENTEROCK ROAD NEW 4Y2" O.D. SCHED. 40 GALV. STEEL PIPE TOP OF VERIZON WIRELESS' NEW MICROWAVE ANTENNA WEST NYACK, NEW YORK 10994 MAST x 5'-0" LONG ATTACHED TO EXISTING ELEV. 47'-10 t ROOF RIDGE BELOW. ROOF PENETRATION NEW 3Y" O.D. SCHED. 40 GALV. STEEL PIPE MAST x 4'-0" LONG. SEE DETAIL 2 SHALL BE SEALED WATERTIGHT. FOR MORE INFORMATION. SEE SHEET S-7 FOR MOUNTING DETAILS. � � x 0 I in NEW INBOARD SIDE STRUT KIT (PART #VSTRUT-P3KIT BY COMMESCOPE INC.) BETWEEN NEW MICROWAVE ANTENNA INTEGRATED MOUNTING BRACKET AND NEW 3Y2" O.D. PIPE MAST. TOP OF EXISTING ROOF & CHIMNEY ELEV. 42'-10"f NEW CONDUIT ROUTED THROUGH THE ROOF FOR NEW HYBRIFLEX CABLE ENTRY. ROOF PENETRATION SHALL BE SEALED WATERTIGHT. SEE SHEET S-8 FOR DETAILS. NEW 3Y2" O.D. SCHED. 40 GALV. STEEL PIPE � . ' �• . � . �.....�......i ..... i �.......` .....i .._ . . MAST x 4'-0" LONG ATTACHED TO EXISTING ROOF RIDGE BELOW. ROOF PENETRATION SHALL ' BE SEALED WATERTIGHT. SEE SHEET S-7 FOR MOUNTING DETAILS. .... ..... ........' ...... •_. .' .....� .........: i TN MN PART RECTORY ROOF PLAN OWAVE ANTENNA MOUNT DETAIL @_USCAR_�/2" = 1'—O" 13%' $` .««....,«.«,.,-........-.<.«........ •.•.+xaw°....+. v«..,..earcweaswa.r...w.�s+."+.w..a�,k':m<»ww,.w-a,..w+ :s.�««,.wM..,,rtw+-.......,�.»x«+»,m+r,.,,. m.,...»...,,... .:..,...r«-.+.www>.,».,,.,...a M'} . ., :>. - • ISM e $$ #� fob . h Low i r �,� OW C (side Al1+T (internal side) •. z.d«o „ "."""'°'..:'^ ..+,« .n,..«-w�.,,., �, „; "fit' a°S '' N •' e• $6' ADDED TELCO M W 12/18/23 O. ISSUE OR REVISION DATE �-T-C (Coupler) No use, reproduction or dissemination may be made of this drawing g p <b t ${ P Y 9 rl"Ivnd pcir: rectangular and the concepts set forth without the prior written consent of "�' C Structural Consulting Services, P.C. Co i ht©2018 C" -IC i PROJECT TITLE All;w1-T-t OtAT) Low freq. . } cl*'Cui av u New York SMSA Limited Partnership �- :., . .' �} �. . side) power� r connector � ?./t 1I11 0 Pcr: = y = . ...... (antennad/b/a VERIZON WIRELESS `"". ' " r V -34 to Fibcr� cp'tic: ISLAND 1�lal t I CT T— � '� �: r .^ �.. 1� SITE: FISHERS : ALPINE AVENUE . ran . a`"1 boa 2 l .. pti # FPS ` `P w w FISHERS ISLAND NY 06390 #.:� , +CtJ,a.<[b' 1a E. !3c 'I`r :Fi. •' e :4- " .[[w' *e .a E^ t>. .„.x Y, br...<... "• '.> ,„,e 3., A1 ,�_ iDdr e " }}w�/E Asa r'y*y� �p� s*y ..q;.. ,.. r p: t DRAWIN �y . r.. G TITLE -�. r., a a`. Fiw. .t �r`i wrr �!" Na « $ i € 5 cl PFcE PART RECTORY ROOF PLAN AND MICROWAVE ANTENNA MOUNT DETAIL INTEGRATED MICROWAVE ANTENNA BRACKET INTEGRATED MICROWAVE ANTENNA RADIOS SEAL=�r OF 1,,!;�I1�~:;_{ SCALE PROJECT NO. �O AS NOTED VER1663 c� 4IcN/�y A DRAWN BY DRAWING NO. _ w 4 BNP ' CHECKED BY ( ` itrfr �" ` JHF 31 � �f DATE Sm6 `�'�-S^"1 3/1/18 S STRUCTURAL q NEW POST, NEW BENT PLATE, C CONSULTING I AND EXISTING ROOF RIDGE BOARD 3'-0"f 3'-0"f S SERVICES, P.C. NEW 6" WIDE STRIP OF Y8" CDX PLYWOOD PANEL SHIM EXTENT OF EXIST. ROOF SHINGLE REMOVAL EXTENT OF EXIST. ROOF SHINGLE REMOVAL 67 FEDERAL ROAD AROUND PERIMETER OF NEW BENT PLATE. ATTACH ,SUITE A8,BROOKFIELD,CT 06804 PLYWOOD TO EXISTING ROOF SHEATHING WITH TWO (2) TEL:203.740.7578 FAX:203.775.5670 ROWS OF 8d 1Y" NAILS ® 4 O.C. THROUGHOUT. r DETAIL A. TYP. I M/E/P ENGINEER: NEW POST, NEW BENT PLATE, EXISTING DOUBLE 2x6 ROOF RAFTER AND EXISTING ROOF RIDGE BOARD I T CB BREEN ASSOCIATES, P.C. NEW 4/2" O.D. SCHED. 40 GALV. T T , T 7 STEEL PIPE MAST x 5'-0" LONG. 13/"x5Y" LVL BLOCKING BETWEEN F-11 J`� ® , �T T — / 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 or APPROXIMATE LOCATION OF EXISTING ROOF RAFTERS, TYP. L —/ ! —�� — ,� — � 1 —;= _ �`_ " SOUTHPORT, CT 06890 EXISTING CHIMNEY.— EXISTING 2x8 ROOF RIDGE BOARD. o I I I w APPROXIMATE LOCATION OF w EXISTING 2x6 ROOF RAFTER, TYP. I '%� ( CLIENT: _- z I �— CD w - " 6 _ ( I __ __ __L _ _ L_ __ __ S-7 NEW CONDUIT ENTRY THROUGH ROOF. o N ,r SEE SHEET S-8 FOR DETAILS. w �---- - -� w NEW 3 O.D. SCHED. 40 GALV. 4Y" O.D. OR 3Y" O.D. SCHED. 40 w STEEL PIPE MAST x 4-0 LONG. ( ) C° > ;', 1 -0 GALV. STEEL PIPE MAST I - _ I T MIN. _________ ___'�' -- - NEW 1 "x 5Y�" LVL BLOCKING Z /� - � .j' BETWEEN EXISTING RAFTERS, a d TYP. SEE DETAIL B ON THIS W I' IA 4 CENTEROCK ROAD o- w SHEET FOR MORE INFORMATION. I WEST NYACK, NEW YORK 10994 -� ' NEW 1-Y4"x 5V LVL COLLAR TIE %"x2'-0"x2'—O" x 2'-0" LONG GALV. EXISTING 2x ROOF RAFTER, TYP. ———— ——— — — — —————— SCREWED TO EXISTING ROOF STEEL BENT PLATE WITH %"0 x 4" LONG II, — J I RAFTERS. SEE DETAIL B ON THIS LAG SCREWS AT 6" O.C. AROUND I I EXISTING RIDGE BOARD SHEET FOR DETAILS. PERIMETER INTO EXISTING ROOF RAFTERS AND NEW LVL BLOCKING. FIELD DRILL 3/16"0 L I J HOLES THROUGH STEEL PLATE TO ALIGN WITH FRAMING BELOW AND PREDRILL LEAD HOLES IN EXISTING ROOF RAFTERS AND NEW APPROXIMATE LOCATION OF EXISTING BLOCKING TO PREVENT SPLITTING. DOUBLE 2x6 ROOF RAFTER, TYP. DETAIL A APPROXIMATE LOCATION OF „ SCALE: 1-1/2" = 1'-0" TN EXISTING HIP RAFTER, TYP. PART R 0 0 F FRAMING PLAN MN CONNECT NEW COLLAR TIE TO EXISTING ROOF NEW 134"x 5Y" LVL COLLAR 11E RAFTER WITH1 SCALE: 1/2" = 1'—O" SIMPSON STRONGSITIE(STRO"NGx DRIVELONG SDS HEAVY—DUTY CONNECTOR SCREWS. INSTALL SCREWS IN ACCORDANCE WITH THE 13%' MANUFACTURER'S RECOMMENDATIONS. R� EXISTING ROOF SURFACE / EDGE OF EXISTING 2x6 ROOF RAFTER EXISTING 2x6 ROOF RAFTER NEW POST AND 40- - Ya" WELDED CAP PLATE ON TOP OF PIPE MAST. I EXISTING RIDGE PLATE 3" NEW MICROWAVE ANTENNA. SEE ANTENNA SCHEDULE ON SHEET S-5. p DETAIL B 1'—Ott NEW POST, NEW BENT PLATE, j I AND EXISTING ROOF RIDGE BOARD I EXISTING ROOF SURFACE j I EXISTING CHIMNEY DETAIL C, TYP. 20 GA. GALV. STEEL OR S.S. ROOF RIDGE FLASHING ! 4Y2" O.D. (OR 3Y" O.D.) SCHED. 40 COLLAR TRIMMED AROUND NEW PIPE MAST. I GALV. STEEL PIPE MAST. / ROOF R BLOCKING BETWEEN EXISTING SET COLLAR IN FULL BED OF ROOFING CEMENT ALL / R ROOF RAFTERS. SEE DETAIL C ON THIS AROUND PERIMETER OF FLASHING COLLAR. ' / SHEET FOR MORE INFORMATION. I SEAL ALL AROUND PIPE MAST WITH / EXTERIOR GRADE CAULKING. NEW 13/"x 5h" LVL COLLAR TIE %"x2'-0"x2'—O" x 2'-0" LONG GALV. STEEL BENT PLATE I / SCREWED TO EXISTING ROOF / RAFTERS. SEE DETAIL B ON THIS I� SET BENT PLATE IN FULL BED OF \ / SHEET FOR MORE INFORMATION. ROOFING CEMENT AND SEAL ALL / AROUND PERIMETER OF BENT PLATE AND OVER SCREW HEADS WITH SAME. A ADDED TELCO M.W. 12/18/23 EXISTING 2x6 ROOF RAFTER, TYP. NEW ASPHALT ROOFING SHINGLES TO MATCH EXISTING. ATTACH Q�Q' TO Y" PLYWOOD WITH 1" NAILS ® 4 O.C. THROUGHOUT. �� j — No. ISSUE OR REVISION DATE _ • • 1- x5Y LVL BLOCKING BETWEEN EXISTING ROOF RAFTERS. CONNECT BLOCKING TO EXISTING ROOF RAFTERS USING HU1.81/5 FACE MOUNT • I No use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of HANGERS BY SIMPSON STRONG—TIE OR APPROVED EQUAL, TYP. INSTALL � � Structural Consulting Services, P.C. Copyright@2018 o HANGERS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FILL ALL SIXTEEN (16) HOLES IN FACE WITH 16d x 3j" NAILS. FILL ALL PROJECT TITLE C)i 2 EIGHT (8) HOLES IN JOIST WITH SIX (6) 12d x %" NAILS.co New York S M SA DETAIL B, TYP. a Limited Partnership 0 2'-6" x 3'-0" LONG PANEL OF (2)—LAYER J" CDX EXISTING 2x8 ROOF RIDGE BOARD PLYWOOD ON TOP OF BENT PLATE AND PLYWOOD P , SHIMS FOR ROOFING SHINGLE ATTACHMENT. ATTACH lb - d/b/a VERIZON WIRELESS zo PLYWOOD TO PLYWOOD SHIMS WITH TWO (2) ROWS OF SITE: FISHERS ISLAND 10d 3" NAILS ® 4" O.C. ON ALL THREE (3) SIDES. _ ° o ALPINE AVENUE 00 ° FISHERS ISLAND, NY 06390 SECTION o 18 S—7 SCALE: 1/2" = 1'-0" 6" WIDE %" CDX PLYWOOD PANEL SHIM AROUND ° a o ° DRAWING TITLE PERIMETER OF BENT PLATE. ° ao WOOD CANT STRIP ALL AROUND PERIMETER OF PLYWOOD PANEL SHIMS. 2 GRACE ICE & WATER SHIELD ROOFING MEMBRANE OVER EXISTING ROOF 1 RECTORY ROOF FRAMING PLAN SHEATHING WITHIN LIMITS OF EXISTING ROOFING SHINGLE REMOVAL. INSTALL AND STRUCTURAL DETAILS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EXISTING ROOF SHEATHING, TYP. SEAL C OF Nt � - SCALE PROJECT NO. �� ' v�ac` AS NOTED VER1663 C. DRAWN BY DRAWING NO. BNP EXISTING 2x6 ROOF RAFTER, TYP. DETAIL C n 1.. = CHECKED BY l� SCALE: 3" = 1'—O" ' - r JHF .. DATE _ F A S STRUCTURAL 1-5/8" HORIZONTAL UNISTRUT i� �� C CONSULTING CUT TO REQUIRED LENGTH (TYP) S SERVICES, P.C. CHANNEL NUT WITH SPRING, UNISTRUT PART #P1008 i �, 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 3/8" DIA FLAT WASHER (TYP) ` TEL: 203.740.7578 FAX:203.775.5670 A EXISTING EXTERIOR VINYL SIDING 3/8" DIA BOLT (TYP) 1-5/8" VERTICAL UNISTRUT, i M/E/P ENGINEER: CUT TO REQUIRED LENGTH (TYP) — %� 1-5/8" HORIZONTAL UNISTRUT, PART #P1000T CUT TO REQUIRED LENGTH, TYP. THROUGHOUT WHERE SHOWN. EXISTING WOOD FRAMED WALL CB BREEN ASSOCIATES, P.C. NEW DELTA 21RU CABINET ° o 0 0 � EXISTING EXTERIOR VINYL SIDING 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 NEW DELTA 21RU CABINET i 1-5/8" VERTICAL UNISTRUT, PART CONNECT BACK—TO—BACK VERTICAL � UNISTRUT WITH % THREADED RODS AND #P1000T x 5-3- LONG, TYP. CONNECT NEW CABINET TO i HEAVY HEX NUTS AND WASHERS. CLIENT: UNISTRUT CHANNEL PER MANUFACTURER'S SPECIFICATIONS. DO NOT INSTALL CAPS ON BOTTOM 0 0 0 0 o OF UNISTRUT (TYP) i TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL ATTACH VERTICAL UNISTRUT TO .� ELEV. 3'-3"t AGL i I ELEV. 3'-3 f AGL HORIZONTAL UNISTRUT ALONG WALL ' . .. SEPARATION AS REQUIRED TO WITH HORIZONTAL BRACKET PART P1737, TYP. SUB—PANEL SUPPORT EQUIPMENT AS PER d ° d ATTACH VERTICAL UNISTRUT TO # MANUFACTURER'S SPECIFICATIONS a HORIZONTAL UNISTRUT ALONG WALL WITH 0 0 0 0 0 0 0 0 0 0 0 0 — 90' ANGULAR FITTINGS, UNISTRUT U—BRACKET PART #P1737, TYP. PART #P1026 0. • ACTOR SHALL ATTACH EQUIPMEN PER MANUFACTURERS SPECIFICATIONS. d'� ° %"0 GALVANIZED OR STAINLESS STEEL 4 CENTEROCK ROAD THREADED RODS 018 f O.C. WITH HILTI WEST NYACK, NEW YORK 10994 DELTA 21RU EDGE OF EXISTING FOUNDATION WALL HIT—HY200 ADHESIVE ANCHORING d d SYSTEM WITHIN %"0 DRILLED HOLES WITH tH CABINET 9 4Y2 EMBEDMENT INTO EXISTING o z MIN. "� GALV. STEEL BOLT, TYP. N CONCRETE WALL, TYP. INSTALL "� GALVANIZED OR STAINLESS STEEL THREADED RODS ® Z ° 0 0 0 0 0 0 0 0 18"f O.C. WITH HILTI HIT-HY200 ADHESIVE ANCHORING N a LZ-1 'd SYSTEM WITHIN W"0 DRILLED HOLES WITH 6%4" EMBEDMENT NEW HSS 4x4xY4 GALV. STEEL INTO EXISTING CONCRETE WALL, TYP. INSTALL ANCHORS IN ' ° a EXISTING CONCRETE FOUNDATION WALL SLEEPER x 2'-6" LONG. STRICT ACCORDANCE WITH HILTI'S INSTALLATION INSTRUCTIONS. — — —— ——— — — GRADE LEVEL GRADE LEVEL EXISTING ROOF SURFACE COMPACTED SOIL 6„ 2,-9„ 20-3„ AS REQ. 1'-9"t EQ. EQ. EXISTING 2x ROOF RAFTER, TYP. 6'-0" ECTION A— A UNISTRUT (Da � FRONT VIEW SCALE: NOTES: A 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. EXISTING WOOD ROOF RAFTER. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 4"0 SCHED. 40 GALV. O-E_QY'PMENT MOUNTING DETAIL STEEL CONDUIT EXISTING ROOF OVERHANG SCA 1" = 1'-0" N j GALV. STEEL RISER FLOOR i CLAMP ON HORIZONTAL P1000T GALV. STEEL UNISTRUT CHANNEL x 6" i --------rc ---- i UNISTRUT CHANNELS. LONG ® 4'-0" O.C. MAX. ATTACHED TO EXISTING WOOD FRAMED WALL ALONG CABLE RUN. --- - --- ATTACH UNISTRUT CHANNEL INTO EXISTING ROOF RAFTER 90' ANGULAR FITTING UNISTRUT U.S. ROOF OVERHANG WITH TWO (2)-%"O x 2" LONG LAG SCREWS ® 4" O.C. ( ATTACH HYBRIFLEX CABLE TO UNISTRUT CHANNEL PART #P1026), TYP. Z " WITH STAINLESS STEEL SNAP IN CLIP. WITH ROUND OVERSIZED WASHERS. PRE-DRILL 5/32"0 LEAD HOLE IN RAFTER TO PREVENT SPLITTING, TYP. o d — EXISTING WOOD FRAMED WALL SE��IIN B—B " " HYBRIFLEX CABLE ATTACHMENT TO ROOF RAFTER DETAIL B SCAL • GROUND CLIP AND WIRE (2)-� 0 x 4 LONG S.S. OR GALV. STEEL LAG"SCREW WITH 3 SCALE: NONE ROUND, OVERSIZED, HARDENED WASHERS ® 4 O.C. NEW HYBRIFLEX CABLE ATTACHED TO UNISTRUT CHANNEL WITH STAINLESS STEEL SNAP IN CLIP. NEW CABLE SHALL BE PAINTED TO MATCH THE COLOR OF NEW 4" BOOT KIT (PART # BA124 BY P1000T GALV. STEEL UNISTRUT CHANNEL x 6" LONG 0 4"0 STANDARD 90' GALV. STEEL CONDUIT FITTING VALMONT SITE PRO OR EQUAL). PROVIDE ALL EXISTING BUILDING FACADE. 4'-0" O.C. MAX. ATTACHED TO EXISTING WOOD FRAMED WITH A MINIMUM INSIDE RADIUS OF 15" _ NECESSARY PIPE CLAMPS AND HARDWARE. WALL ALONG CABLE RUN. UNISTRUT SHALL BE PAINTED TO EXISTING EXTERIOR WALL SIDING1_�_j LMATCH THE COLOR OF THE EXISTING BUILDING FACADE. — -� _ 4"0 GALV. STEEL CONDUIT DOWN TO ATTIC SPACE. ��' - EXISTING ROOF SURFACE TYPICAL HYBRIFLEX CABLE ATTACHMENT TO EXTERIOR WALL ROUTING DETAIL 4"0 SCHED. 40 GALV. STEEL CONDUIT — / �� ! \ ; '- SCALE: 1-1/2" = 1'-O" SEAL ALL AROUND PIPE MAST WITH I I ; ;� EXISTING 2x8 ROOF RIDGE BOARD EXTERIOR GRADE CAULKING. \ ADDED TELCO M.W. 12/18/23 GALV. STEEL OR S.S. ROOF FLASHING I i —� EXISTING 2x6 ROOF RAFTER, TYP. EXISTING 2x6 ROOF RAFTER, TYP. COLLAR (PART #RJ34STD BY GIBRALTAR , No. ISSUE OR REVISION DATE BUILDING PRODUCTS OR APPROVED EQUAL). SET COLLAR IN FULL BED OF ROOFING No use, reproduction or dissemination may be made of this drawing CEMENT ALL AROUND PERIMETER OF ROOF i i- �// � and the concepts set forth without the prior written consent of FLASHING COLLAR. I ; ,� ° ATTACH VERTICAL UNISTRUT HANGER INTO EXISTING Structural Consulting Services, P.C. Co i ht cD2018 EXISTING ROOF SURFACE ROOF RAFTER WITH TWO (2)-%"0 x 3Y2" LONG LAG SCREWS ® 4" O.C. WITH ROUND OVERSIZED PROJECT TITLE EXISTING INSULATION / GRACE ICE & WATER SHIELD ROOFING i i ° WASHERS, TYP. PRE-DRILL 5/32"0 LEAD HOLE IN MEMBRANE INSTALLED LOCALLY AND AROUND / i RAFTER TO PREVENT SPLITTING, TYP. New York S M SA CONDUIT OVER EXISTING ROOF SHEATHING. I / Limited Partnership 1-5/8" VERTICAL UNISTRUT, PART ,#P1000T CUT TO REQUIRED LENGTH d/b/a VERIZON WIRELESS / NEW HYBRIFLEX CABLE ROUTED ALONG EXISTING ROOF SHEATHING G o i TYP. THROUGHOUT WHERE SHOWN. SITE: FISHERS ISLAND CONTRACTOR SHALL CUT 1Y2"0 HOLE THROUGH EXISTING ROOF RAFTER. / I GALV. STEEL RISER FLOOR CLAMP ON ALPINE AVENUE SOFFIT FOR NEW TUBE ENTRY PORT. i HORIZONTAL UNISTRUT CHANNELS. FISHERS ISLAND, NY 06390 EXISTING ATTIC FLOOR DECK EXISTING 2x6 ROOF RAFTER NEW ONE 1 PORT 1x1 WAVEGUIDE ENTRY PLATE MOUNTED O ( ) lra DRAWING TITLE TO EXISTING SOFFIT WITH S.S. SCREWS (VALMONT SITE PRO PART 0 0 1-5/8" HORIZONTAL UNISTRUT, E220 OR APPROVED EQUAL . SEAL ALL AROUND PERIMETER # WITH EXTERIOR GRADE SILICONE SEALANT. #P1000T CUT TO REQUIRED LENGTH, i i� EXISTING FLOOR JOIST, TYP. 6 TYP. THROUGHOUT WHERE SHOWN. %"0 GALV. STEEL BOLT, TYP. Q U I P M E N T MOUNTING DETAILS EXISTING SOFFIT EXISTING 2ND FLOOR LEVEL CEILING TYPICAL DETAILS AND NOTES NEW 4" BOOT KIT (PART # BA124 BY NEW 4" BOOT KIT (VALMONT SITE PRO #BALR94 OR �` EXISTING 2ND FLOOR LEVEL CEILING VALMONT SITE PRO OR EQUAL). APPROVED EQUAL). PROVIDE RUBBER WAVEGUIDE BOOT WITH S.S. CLAMPS. NEW BOOT SHALL BE PAINTED MATCH THE COLOR OF THE EXISTING SOFFIT. HYBRIFLEX CABLE WITHIN CONDUIT, TYP. SEAL, %e.^�� '`,��(/�`'�, SCALE PROJECT NO. HYBRIFLEX CABLE SLEEVE CONDUIT PENETRATION F,. � � �, ,tir Y ��°g AS NOTED VER1663 NEW HYBRIFLEX CABLE ROUTED ALONG EXISTING EXTERIOR f � J t � a �' WALL SIDING. NEW CABLE SHALL BE PAINTED TO MATCH THROUGH ��.�ST.ING.ROOF OVERHANGH�.�V.H.EXISTING ROOF SURFACE DRAWN BY DRAWING NO. THE COLOR OF EXISTING BUILDING FACADE. BNP /2" = SCAL n CHECKED BY S 8 c V, �' .f' JHF�' DATE 3/1/18 S STRUCTURAL DIVISION 16 — ELECTRICAL NOTES: C CONSULTING 1 — GENERAL REQUIREMENTS NOTE: 18 — CONDUIT INSTALLATION S SERVICES P C ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY 22 — JUNCTION BOXES. PULL BOXES, CABINETS AND WIREWAYS THIS GENERATOR IS NOT FOR LIFE SAFETY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER OR LIFE SUPPORT PURPOSES. . • CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING B. CONDUIT SHALL N CONCEALED IN WALLS SPACE. FLOORS WHEREVER POSSIBLE. 67 FEDERAL ROAD , CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE LOADS FOR THIS GENERATOR SUITE A8 BROOKFIELD CT 06804 ALL CONDUIT RUNS ARE PARALLEL IN SPACE. ARE COMPRISED OF DATACENTER UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA EQUIPMENT, DATACENTER COOLING, TEL:203.740.7578 FAX:203.775.5670AND DATACENTER LIGHTING. SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. EXTERIOR ITEMS SHALL BE SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING AT A MINIMUM RATED AS A NEMA 3R. 2 - INSPECTION OF SITE STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE M/E/P ENGINEER: THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 — OUTLET BOXES BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED SYMBOLS LEGEND REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. LOCATED IN GRANULAR FILL BELOW SLABS—ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE CB BREEN ASSOCIATES, P.C. 3 — MATERIAL AND WORKMANSHIP SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE DUPLEX OUTLET AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE GROUND FAULT CIRCUIT INTERRUPT OUTLET AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR cFl SOUTHPORT, CT 06890 MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING JUNCTION BOX TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, 24 — EQUIPMENT IDENTIFICATION $T THERMAL OVERLOAD SWITCH STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC., INCLUDING SWITCHES IN � MECHANICAL 60 MINUTE TIMER LIGHT SWITCH MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: INTERMATIC FF360M WITH WP100C WEATHERPROOF CLEAR COVER CLIENT: AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND SHALL BE NEW YORK STATE APPROVED. CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY 4 — COORDINATION CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS IDENTIFY EACH ITEM AND WHAT IT CONTROLS. (M) ELECTRICAL MOTOR THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 — ELECTRICAL SERVICE SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. E2 FUSED DISCONNECT SWITCH BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 — GROUNDING ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR E2 NON—FUSED DISCONNECT SWITCH EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE FROM SUSPENDED CEILING COMPONENTS. FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT EP OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, -E!=I- ELECTRICAL PANEL (RECESSED MT-D) MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 — DISCONNECT SWITCHES �\ HOME RUN TO PANEL 4 CENTEROCK ROAD ACTUALLY INSTALLED. REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL WEST NYACK, NEW YORK 10994 5 — CIMENSIONS AND LAYOUTS CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE GENERAL ELECTRIC FUSED OR NON—FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY 2/4 PANEL CIRCUIT DESIGNATION THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING . THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN [� ATLITE MODEL CB6, 120V TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X NEW YORK CITY APPROVED MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY CONSTRUCTION. ANY WORK DAMAGED MOVED OUT OF LINE AFTER REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE ROUGHING—IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT REVIEWING — NEW ELECTRIC SERVICE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND ADDITIONAL COST TO THE OWNER CHAIN—SUSPENDED LED INSPECTION. 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND 6 _ ORDINANCES AND CODES ALIGNED AND INSTALLED TRRUEUE ANDD PLUMB. MB. LIGHT FIXTURE — LITHONIA H. CONDUIT TERMINATIONS AT AND JUNCTION BOXES SHALL BE APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH VAP-35—SYM-120—CMB AND THE ELECTRIC SERVICE MODIFICATIONS. CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH 1. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES 2.) NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF THE STATE OF NEW YORK CONSTRUCTION OODES NATIONAL EI.E MC OWE THROUGH EXPANSION JOINTS. ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF -�- ROOFTOP LED CANOPY FIXTURE AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY THE DURATIION OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE LITHONIA WITH [RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS PERFORMED DURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT NTH THE LOCAL DSXSC-10C-350-40K—TE5-120—DNAXD UTILITY COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF 7 — cUBSTITUTIONS K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED FEES. FM_Cl DOOR ALARM CONTACTS THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SMOKE DETECTOR SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER L. THRU—WIRING OF LIGHT FIXTURES IS NOT PERMITTED. MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS .p POST LIGHT: LITHONIA OFLR 6LC 120 P BZ SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK 'b 2—HEAD LED FLOOD LIGHT SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. N. ALL EXTERIOR EXPOSED CONDUIT SHALL BE ROB ROY 8 — c;HOP DRAWINGS SCHEDULE 40 PVC COATED STEEL CONDUIT. SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE 19 — BUSHINGS AND LOCKNUTS CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER SPACE: AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN—CUT THREADS. WHERE THIN—WALL CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. MOISTURE. 9 — ADJUSTING. ALIGNING AND TESTING 20 — WIRE ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND PROPER ROTATION. SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN 10 — OPERATION AND MAINTENANCE INSTRUCTIONS FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND SMALLER THAN 12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INSULATION AND SHALL BE NOT SM A OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, ACCOMPLISHED SPECIFIED FUNCTION. REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM 21 — WIRING INSTALLATION OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. 11 — START UP OF SYSTEMS B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY PRIOR TO START—UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL CODE BY INSTALLING CABLE SUPPORTERS OR PLUG—TYPE CONDUIT RISER 5 ISSUED FOR CONSTRUCTION 12/18/20 COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL SUPPORTS. SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR 4 REVISED DESIGN 11/30/20 VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE 3 GENERAL REVISIONS 11/19/19 CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED—OUT LAMPS. MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL 2 ISSUED FOR BUILDING PERMIT 3/26/18 ADJUSTMENTS AS NECESSARY. D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE 12 — GUARANTEE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT 1 ISSUED FOR REVIEW 3/1/18 YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE REPLACED AND ALL LABOR REQUIRED. MANUFACTURER'S RECOMMENDED TOOLS. No. ISSUE OR REVISION DATE E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF 13 _ INSPECTIONS "PIGTAIL" AT THE BOX TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE No use, reproduction or dissemination may be made of this drawing , THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR and the concepts set forth without the prior written consent of ALL ELECTRICAL INSPECTIONS. Structural Consulting Services, P.C. Copyright@2018 14 — CLEANING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, PROJECT TITLE REMOVED FROM THE PREMISES AS TO PREVENT IS INDICAD ON THE CONTRACTOR SHALL COOPERATE RRED MA MAINTAINING REASONABLY CILEAN�PREMI ES AT ALL D AWINULAON. THEIGS,ON BRANCH COMPLETE WITHCUIT U CIRCUIT MBERS"HOME RUN" ROUTING AND PA ELBO RDD F A N DESIGNATION. New York S M SA TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN Limited Partnership SHALL. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL THEIR ENTIRETY. CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED d/b/a VERIZON WIRELESS FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. SITE: FISHERS ISLAND THEIR ORIGINAL CONDITION. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ALPINE AVENUE 15 — CUTTING AND PATCHING ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL FISHERS ISLAND, NY 06390 THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS TERMINATION POINTS, JUNCTION AND PULL BOXES. REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK—ON MARKERS OR DRAWING TITLE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST EQUIVALENT. CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X—RAY. I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR ELECTRICAL INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC 16 — ROUGH—IN TABLE 250-95. SPECIFICATIONS COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V 17 — CONDUIT CIRCUITS SHALL BE AS FOLLOWED: ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE 0-50 #12 #12 SEAL. )'sN SCALE PROJECT NO. APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR 51-100 #10 #12 �� 5 .'ENRy A' 0�~ AS NOTED VER1663 AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, 101-150 #8 #10 PRE 't. VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL T; �' F'�1� tin DRAWN BY DRAWING NO. CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN y: CBB INSULATED GROUND WIRE. J':fF ' I� Q CHECKED BY ;-t E- DATE1 . 0 CBB3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 CLIENT: rl SIGNAL CABLES ROUTED UP FROM PP-1 GFI RECEPTACLE NEW ANTENNA THROUGH STORAGE CLOSET WALL MOUNTED RRH UNITS -- 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 SIGNAL CABLES ROUTED UP TO TIMER SWITCH AND GFI SIGNAL CABLES ROUTED UP FROM UPPER STEEPLE SPACE RECEPTACLE LOWER STEEPLE SPACE WALL MOUNTED LED LIGHTING FIXTURE LOWER STEEPLE SPACE UPPER STEEPLE SPACES NEW DELTA 21RU CABINET MOUNTED LED LIGHTING FIXTURE LP—R NEW GROUND ROD 1LECTRICAL STEEPLE SPACE PLANS NEW SUB—PANEL LP—R 2)57 ALE: 1/8" = 1'—O" — -- 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 SIGNAL CABLE ROUTED ALONG EXTERIOR WALL 1 1 1 1 1 SIGNAL CABLE ROUTED UP 1 1 ——__— ® ADDED TELCO M.W. 12/18/23 THROUGH ROOF OVERHANG 1 1 —_ TO ATTIC SPACE. 1 __--___— 1 6 REVISED PLANTING 3/31/21 N RG 0 ND L C IC D COMMUNICATIONS CONDUITS TO RECTORY BUILDING 1 11 ��\ 111 5 ISSUED FOR CONSTRUCTION 12/18/20 NEW MICROWAVE ANTENNA 4 REVISED DESIGN 11/30/20 11 11 SIGNAL CABLE UP FROM ATTIC SPACE 3 GENERAL REVISIONS 11/19/19 POLE MOUNTED LED LIGHTING TYPICAL FOR 2 I I I I 2 ISSUED FOR BUILDING PERMIT 3/26/18 FIXTURE � 50 KW DIESEL GENERATOR 11 11 I > O �I I WITH BELLY TANK I> it i 1 1 11 11 1 ISSUED FOR REVIEW 3/1/18 j > III 1 11 11 No. ISSUE OR REVISION DATE III GFI RECEPTACLE MOUNTED TO EXTERIOR 1 1 1 MECHAN TIMER SWITCH FOR I <I IC ' 11 11 EXTERIOR LED LIGHTING I I I —I BATTERY CABINET UNDERGROUND ELECTRIC AND 1 1 1 No use, reproduction or dissemination may be made of this drawing 1 1 FIXTURES MOUNTED TO FENCE 1 I <I I COMMUNICATIONS CONDUITS TO and the concepts P1 POWER PANEL EQUIPMENT COMPOUND 1 1 set forth without the prior written consent of _ r 1 1 I Structural Consulting Services, P.C. Copyright@2018 1 1 TELCO BOX 1 _ PROJECT TITLE UNDERGROUND ELECTRIC AND _---- New York SMSA COMMUNICATIONS CONDUITS I p Ijl I SIGNAL CABLES ROUTED OVERHEAD 1 1 Limited Partnership ON CABLE TRAY 1 , d/b/a VERIZON WIRELESS I 1 SITE: FISHERS ISLAND ,O� _L---- NEW METER SET AND MAIN GROUND BAR ATTACHED SERVICE SWITCH III BELOW CABLE TRAY TO TRAY — ALPINE AVENUE SUPPORT FISHERS ISLAND, NY 06390 SIGNAL UP THR UGHABLES STORAGEUTED CLOSET TO IL DRAWING TITLE \V/ LOWER STEEPLE SPACE. I— n - ELECTRICAL PLANS ELE�T� EXTERIOR E UIPMENT PLAN LECTRICAL RECTORY PLAN 1 SCALE0" O-E SCALE: 1/8" = 1'—O'� SEAL " , SCALE PROJECT NO. AS NOTED VER1663 DRAWN BY DRAWING NO. CBB G: CHECKED BY CBB Em2 . 0 DATE o�� f``� 3A/18 S STRUCTURAL PANEL PP1 MOUNTING SURFACE TRANSTECTOR GENERATOR GENMATOR vzff vzW C CONSULTING VOLTAGE 120 240V,10 MAIN C/B 200A AC/TELCO CABINETS ALARM ALARM DESCR ALARM DESCR &ARM If RATING 200A. MLO 240V/10/3W U 1 FA S SERVICES, P.C. FAULT GENERATOR �RALARIrllS CIRCUIT SIZE CIRCUIT SIZE FAILURE CIR. DESCRIPTION AMPS AMPS DESCRIPTION CIR 3 LOT"! FUEL (MNERA� USERAL/RM5 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 " NO. POLE POLE NO. TEL: 203.740.7578 FAX:203.775.5670 (2) #8, #1OG, 2 C 1 RECTIFIER 1 40A 20A TELCO BOX RECEPT. 2 (2) #12, #12G, 3/4"C 4 GENERATOR GENERATOR USERALARM7 3 I 20A GEN SET RECEPT. 4 (2) #12, #12G, 3/4"C RUNNNG RUNI!40 (2) #8, #1OG, 2"C 5 RECTIFIER 2 40A 20A GEN SET RECEPT. 6 (2) #12, #12G, 3/4"C N/A N/A FCPOV'ER USERALARM27 M/E/P ENGINEER: 7 1 20A BATTERY HTR CAB 1 8 (2) #12, #12G, 3/4 C VERIZON WIRELESS LOAD CENTER "LP-R": (2) #8, #1OG, 2"C 9 RECTIFIER 3 40A 60A SUB-PANEL LP- 10 CB BREEN ASSOCIATES, P.C. EATON BR816L125RP, 125A/24OV/1 PH, 16 POLE, (2) #6, #4G, 1"C LOCKABLE. __. _. _ ... __ . _. __ .___... ... _. ...__ __ " 11 I ( 12 TELCO DELTA CAB BATTERY 50KW AC --___ _._______.__._.__._.__ __._ ._._ ._._ ._._._._._.__.__._._ ..---_.._.._-________.___._..______.________. (2) #8, #1 OG, 2 C 13 RECTIFIER 4 40A 20A SPARE 14 GENERATOR PROVIDE PADLOCK SET FOR 1200. 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 LED LIGHT FIXTURE 15 I 20A SPARE 16 SIPP SOUTHPORT, CT 06890 - (2) NEW 20A/lP BREAKERS: (2) #8, #1OG, 2"C 17 RECTIFIER 5 40A 20A SPARE 18 (1) LED LIGHTING/GFI 19 1 20A SPARE 20 (1) CABINET FAN TIMER LIGHT SWITCH (2) #8, #10G, 2"C 21 RECTIFIER 6 40A 20A SPARE 22 - (2) NEW 40A/2P BREAKER: 23 CIRCUIT #1 1 20A SPARE 24 CLIENT: (2) RECTIFIER FEED J (2) #12, #12G, 3/4"C 25 PAD LIGHTING & RECEPT. 20A - SPACE 26 (HYBRIFLEX DC POWER FEED) " (2) #12, #12G, 1 C 27 STEEPLE LTG & RECEPT. 20A - 28 HUBBELL WP26M LOCKABLE IN-USE COVER WITH GFI RECEPTACLE 29 SPARE MW - 30 MOUNTED VERTICALLY. 31 SPARE 20A = 32 2) SINGLE MODE FIR 4 PR 24GA ALARMit ` CABLES 1MTH LC-SC rR= 1" SEAL71GHT 33 SPARE 20A 34 &., dW)ER V.I.F. . 2" 1 lTH RJ45 CONNECTOR UPPER STEEPLE LEVEL '""";"" 35 SPARE 20A - 36 oSEALMG T RE SPA FOR ALARM PORT. .. J 37 SPARE 20A 20A TVSS 38 1 39 SPARE 20A 40 SITE ALARM RISER DIAGRAM LOWER STEEPLE LEVEL 41 SPARE 120A 421 NO SCALE 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 i TELCO MICROWAVE ANTENNA 7 I RECTORY ROOF I I I NEW SIPP FIBER OPTIC PATCH PANEL AND TELCO BOX: VZW CELL TECHNICIAN WILL TERMINATE ALL ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ALARMS WITHIN THE PRIMARY MOD CABINET. ADAPTOR SUPPLIED AND INSTALLED BY THIS LOCKABLE 26x24x8 WEATHERPROOF HOFFMAN THIS CONTRACTOR TO PULL CONDUCTORS. ® CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO ENCLOSURE (#ACT26R248) WITH 3/4" PLYWOOD 2x2 HYBRIFLEX CABLE SYSTEM 7705 ROUTER IN EQUIPMENT RACK SUPPLIED AND PANEL, SUPPLIED AND INSTALLED BY THIS CONNECTIONS TO PRIMARY CELL MOD CABINET INSTALLED BY THIS CONTRACTOR. PROVIDE CONTRACTOR. PROVIDE PADLOCK SET TO 1200. WITHIN ATTIC SPACE OR RACKED TERMINATIONS FOR MULTI-MODE FIBER CABLE. ARE TO BE THROUGH CABINET REAR WITH ALONG WALL AS NOTED 36" LIQUID-TIGHT STEEL FLEXIBLE CONDUIT. !� 6 PAIR-##16: GEN SET CONTROLS ®�#120.T4M 7S f 1 PAIR- GEN SET START CONTROL MANUAL TRANSFER I 3 PAIR FOR GEN SET ALARMS S",7W IN EXTERIOR AND RECEPTACLE CIR= 1 PAIR SPARE CONDUCTORS, 1"C /-NTERSECT CASK.FET LED LIGHT FIXTURES LED LIGHT FIXTURE f PP-1 TELCO DELTA BATTERY HUBBELL WP26M LOCKABLE IN-USE COVER #1OG. J DELTA 21F CABINET j 3 #2/O, #4G, 2"C TVSS SIPP (12) WITH GFI RECEPTACLE MOUNTED j. 2" VERTICALLY. OUTLET, FED FROM CIRCUIT FAN J TIMER LIGHT SWITCH NEW FISHERS ISLAND ELECTRIC COMPANY j TVSS GFI 21, TO BE MOUNTED TO SIDE OF BATTERY „ METER SET AND SERVICE SWITCH 50 KW �7C�5ATIMER LIGHT SWITCH TM CABINET WITH BOTTOM ENTRIES. ENERATOR G G E N " RECT. FOR LP-R GFI OUTLET HYBRIFLEX 0 GFI TWO (2) 20A CIRCUITS 200AS FOR RECEPTACLES 200AF (HEATER AND CHARGER) (2) 250 MCM ` 5/8"x10'-O" COPPER I -MAIN SITE GROUND BAR GROUND ROD WITH #2 (2)#12, #12G, 1" BURIED SCH COPPER CONDUCTOR 80 PVC CONDUIT (3)#4/0, #4G, 2 1/2" BURIED I SCH 80 PVC CONDUIT Q9 ADDED TELCO M.W. 12/18/23 5 ISSUED FOR CONSTRUCTION 12/18/20 " " GROUND LEVEL 5/8 x10-0 COPPER GROUND ROD WITH #2 4 REVISED DESIGN 11/30/20 (2)#6, #4G, 1" BURIED SCH 80 PVC CONDUIT COPPER CONDUCTOR - -P-O-a 3 GENERAL REVISIONS 11/19/19 2" BURIED CONDUIT WITH (1) 12-STRAND GENERATOR: KOHLER NOTE: SINGLE-MODE TELCO FIBER RUN AND MODEL #50REOZK THE MANUAL TRANSFER 2 ISSUED FOR BUILDING PERMIT 3/26/18 ® EMPTY 1" INNERDUCT WITH DRAG LINE SUPPLIED BY VERIZON FOR FUTURE USE. POWER f C O M M U N I C A TI O N RISER DIAGRAM WIRELESS, INSTALLED SWITCH I C DEVICE BREAK BEFORE THE CONTRACTOR WILL MEET WITH AND BY CONTRACTOR. 1 ISSUED FOR REVIEW 3/1/18 OBTAIN ALL APPROVALS FROM THE LOCAL NO SCALE UTILITY FOR PROVIDING THIS NEW SERVICE CONTRACTOR SHALL NOTE: ARRANGEMENT. CONTRACTOR SHALL OBTAIN FULL No. ISSUE OR REVISION DATE ALSO CONFIRM VOLTAGE AND INCLUDE RE-PLANT GRASS FOLLOWING SPECIFICATIONS FROM THE GENERATOR WILL ONLY 200A MAIN POWER PROVISIONS FOR 4TH CONDUCTOR IN EXCAVATION VERIZON WIRELESS POWER TELECOM EQUPT., BREAKER. CONDUIT BETWEEN METER MODULE AND PRIOR TO BID. AND IS NOT FOR LIFE No use, reproduction or dissemination may be made of this drawing VERIZON WIRELESS POWER PANEL AS SAFETY USE. IT IS NOT AN and the concepts set forth without the prior written consent of NEEDED. COMPACTED BACK-FILL EMERGENCY GENERATOR. Structural ConsultingServices, P.C. Copyright@2018 ® (TYPICAL)FUSED PRIMARY AND BELOW 12" OF TOP SOIL BURIED ELECTRIC WARNING TAPE PROJECT TITLE SECONDARY INDICATOR LAMPS MAIN GROUND CONDUCTOR New York S M SA PM-15 AMP GFl 11-0 ® FUSED CONTACTS MIN " III III Limited Partnership FOR POWER/FAILURE 24" I I I CAD-WELD CONNECTION d/b/a VERIZON WIRELESS INDICATOR MIN I I III SITE: FISHERS ISLAND _L] 3 (�) AIN GROUND RODS ALPINE AVENUE 42 POSITION LOAD MULTiP01NT 1 FISHERS ISLAND, NY 06390 CENTER GROUND BAR MANUFACTURED BY: NEWTON 2121530010 PRIMARY AND BACKUP ` SUPPRESSORS � �'�'•`� ® DRAWING TITLE EASY ACCESS MOUNTING ~ �� ELECTRICAL RISER PANEL PRIMARY UNDERGROUND FROM POLE TO NO. 5810, 5/8" X 10' POWER TRANSFORMER TO CONFORM TO UTILITY POWER CONDUIT COPPER CLAD GROUND ROD PANEL SCHEDULE STANDARDS. NYSEG REQUIRES 36 BURIAL. COMMUNICATIONS CONDUIT AND PHONE BOARD 1.) C04TRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION CABINET. COMPACTEQ BACK-FILL SAND BED MIN 6 AROUND CONDUITS 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL #TTOR-200-20423P-NGUB20807. 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR SEA L"�o •1E't � ro,:; SCALE PROJECT NO. WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. w•' '`_ rY t-= ,.. AS NOTED VER1663 h CONDUIT TRENCHING GROUND ROD " ;,q`, DRAWN BY DRAWING NO. CBB POWER CABINET NO SCALE NO SCALE r u;. CHECKED BY NO SCALE _ O CBB Pam '' DATE 3 , 0 rES :O " - n .. 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. GROUNDING NOTES 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX:203.775.5670 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD M/E/P ENGINEER: 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. CB BREEN ASSOCIATES, P.C. 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR TERMINATE CONDUIT 6" 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 CLAMPS INCLUDING BAR JOIST WEBS. ABOVE TOP OR 6" BELOW 2 SOUTHPORT, CT 06890 5. ALL INTERIOR COPPER WIRE/BARS SHALL BE TINNED (TYP.) BOTTOM OF BUSBAR. 3/8 DIA. ALL EXTERIOR GROUND BARS SHALL BE GALVANIZED STEEL (TYP.) PROVIDE AND INSTALL 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, GROUNDING BUSHING COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. FOR ALL METALLIC CONDUIT TERMINATIONS. CLIENT: SIMILAR TO 7. CRIMP TAIaS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED T&B 3950 TO ACCEPT A NO.2/0 AWG MAIN & A NO.6 AWG BRANCH. CONNECT GROUND WIRES TO BUS BAR WITH BURNDY LONG BARREL GROUND WIRE 8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC 4" INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. TWO HOLE TERMINAL LUGS. (TYP.) m MOUNT AT 2" SPACING. PROVIDE I 20» � CONNECT GROUND WIRES TO 4.. m " USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. QUANTITY AS REQUIRED TO CONNECT r TWO HOLE TERMINAL LUGS. (TYP.)BUSBAR WITH BURNDY LONG BARREL m m . ALL GROUND CONNECTIONS CALLED m m ® / 9. ALL CADWE:LD ON LUG CONNECTIONS ON ROOF FOR ON DRAWINGS OR IN SPECS. m MOUNT AT 2 m SPACING. PROVIDE » m SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. QUANTITY AS REQUIRED TO CONNECT if m 3/4 m 4" ALL GROUND CONNECTIONS CALLED 7/16 DIA. m m 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN FOR ON DRAWINGS OR IN SPECS. m m 5 4 CENTEROCK ROAD INSULATION (BARE CONDUCTORS NOT ALLOWED), RUN AS STRAIGHT AS POSSIBLE 0rco / 0 WEST NYACK, NEW YORK 109N (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12" RADIUS, MINIMUM) DO NOT SPLICE. O 0 0 0 m m 20„ 4 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS 0 0 0 ® m m CONDUIT. PROVIDE 2 0 INSULATED COPPER GROUND m m 1 /4��X4"X20" (GALVANIZED STEEL) 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT CONDUCTOR TO MAIN BUILDING ELECTRICAL m FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. SERVICE. GROUND FOR OTHER LOCATIONS PROVIDE #2/0 INSULATE0 COPPER GROUND Sr 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. CONDUCTOR TO GROUND BAR IN MAIN BLDG 1/4" ELECTRICAL ROOM. GROUND 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO WIR CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE BOND METAL CONDUIT TO BUS BAR STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. USE PVC CONDUIT UNLESS REQUIRED ITEM N0. REQ. DESCRIPTION NEWTON # 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: OTHERWISE BY APPLICABLE CODES. 10 1 GROUND BAR WHERE METAL CONDUIT IS USED WIRE SIZE CATALOG NUMBER GROUND AS SHOWN. 6 AWG YA6C-2LN 20 2 WALL MTG. BRKT.(OR FLOOR) A-6056 2 AWG YA2C-2LN 1 0 AWG YA25L-2TC38 O 2 INSULATORS 3061-4 4 0 AWG YA28L-2TC38 O 4 5/8"-11 X 1 H.H.C.S. 3012-1 750 MCM YA25L-TC38 GROUND BAR CONNECTION DETAIL Q 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. MAIN GROUND GROUND B A R 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE NOT TO SCALE IS GREATER THAN 5 OHMS. 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE CLEANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS (CADWELD;) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG HY-PRESS U.O.N. NOTE: ALL EXTERIOR GROUND BARS TO BE TINNED 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE LONG-BARREL HY-PRESS LUGS. 21. ALL METAL. OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED FEEDER OR BRANCH CIRCUIT 6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF CONDUIT ( 3/4" CONDUIT OR WITH A # SMALLER DOES NOT REQUIRE GROUNDING AT PRE-BID MEETING. BONDING) TYPICAL - #2/0 GROUND WIRE 5 ISSUED FOR CONSTRUCTION 12/18/20 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. INSULATED THROAT PANELBOARD CONDUIT CLAMP GROUND BUSHING BACKBOX 4 REVISED DESIGN 11/30/20 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT WITH LAY-IN LUG 1" CONDUIT HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. (TYPICAL) ® CONDUIT HUB SIMILAR 3 GENERAL REVISIONS 11/19/19 EQUIPMENT GROUND TO T&B #3950. 2 ISSUED FOR BUILDING PERMIT 3/26/18 24. UTILIZE A14DREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH GROUND BUS WITH FEEDER OR #2/0 BARE STRANDED ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE BRAZE TO BRANCH CIRCUIT GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BACKBOX (TYPICAL) GROUND WIRE 1 ISSUED FOR REVIEW 3/1/18 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN No. ISSUE OR REVISION DATE ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. No use, reproduction or dissemination may be made of this drawing 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 NOTE: and the concepts set forth without the prior written consent of UFEET AND AT OPEN ENDS. BONDING AT JUNCTION G R 0 U N D WIRE C 0 N D U I T HUB DETAIL Structural ConsultingServices, P.C. Co i ht©2018 AND PULLBOXES SHALL SCALE: NONE 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. BE SIMILAR PROJECT TITLE New York SMSA 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Limited Partnership CLAMP SIMILAR TO T&B #3950. BONDING REQUIREMENTS AT P A N E LB O A R D d/b/a VERIZON WIRELESS 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR SCALE: NONE SITE: FISHERS ISLAND CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER ALPINE AVENUE PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE FISHERS ISLAND, NY 06390 PERMANENT SITE RECORDS. DRAWING TITLE GROUNDING NOTES AND DETAILS SEAL`, (}i- IV SCALE PROJECT NO. O AS NOTED VER1663 DRAWN BY DRAWING NO. _ 44, CBB 0 6'. U CHECKED BY CBB - 3 , 1 DATE 3/1/18 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. CONDUIT OR METAL PIPE 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 BURNDY TYPE GAR GROUND CONNECTOR 2 HOLE LUG Js 1/4-20 HEX BOLT r1/e FLAT �".ASHER CLIENT: LILA— /000' IN Er. TOOTH AF PRt"ARY GROVE%I) SIR/ :ASHER 0 I�..TAL D ITIJO6URE 44, o RV/®`1/4 \\-#6 GROUND TO MAIN GROUND BAR I� —20 HEX h'UT g�p� a.a bd bd Wo to proft a R$nhum of to epoeal threols. TYPICAL FOR CONDUIT AND METAL PIPING b.bumph mmmng vitfoce to pa in to cm of contact dap* cmt1 wmpoLmd tD n ting owface of a�wipe clean compound. uswe wN copper win and mecf> iooI 2—hola lug for off vdKW gmunding. 4 CENTEROCK ROAD WEST NYACK, NEW YORK 109N TYPICAL GROUNDING METHOD FOR CONDUITS GROUNDING CONNECTION N.T.S. N.T.S. 6" SHORTER THAN A, LEGEND: GROUND GR ROD. Q1 AUGER A 3 INCH OR LARGER DIAMETER HOLE TO A DEPTH OF O O O CONDUCTOR 6 INCHES LESS THAN THE LENGTH OF THE ROD. GEM GEM O1 AUGERED Q PLACE GROUND ROD INTO AUGERED HOLE AND DRIVE ONE FOOT HOLE. (IF POSSIBLE) INTO BOTTOM OF THE HOLE. THE TOP OF THE GROUND ROD WILL BE APPROXIMATELY 6 INCHES BELOW GRADE. AT THIS TIME, MAKE ANY CONNECTIONS TO GROUND ROD USING CADWELD CONNECTIONS. (::or O3 POUR THE APPROPRIATE AMOUNT OF GEM (SEE CHART) AROUND SOIL THE GROUND ROD. TO ENSURE THE GEM MATERIAL COMPLETELY ® O5 GROUND FILLS THE HOLE, TAMP AROUND THE GROUND ROD WITH A POLE. GEM ROD. IF WATER IS AVAILABLE, USE APPROXIMATELY ONE GALLON , _: �PER BAG TO MIX GEM INTO A SLURRY. 5 ISSUED FOR CONSTRUCTION 12/18/20 Q FILL REMAINDER OF AUGERED HOLE WITH SOIL REMOVED DURING 4 REVISED DESIGN 11/30/20 AUGERING. FOR VARIOUS AUGERED-HOLE DIAMETERS AND DEPTHS, I F�� SEE THE CHART. E) 3 GENERAL REVISIONS 11/19/19 O1 DIG A TRENCH AT LEAST 4 INCHES WIDE BY 30 INCHES DEEP OR BELOW THE FROST LINE, WHICHEVER IS DEEPER. GEM PACKED O2 SPREAD OUT,ENOUGH GEM TO UNIFORMLY COVER THE BOTTOM OF TRENCH — ABOUT 1 INCH DEEP. 2 ISSUED FOR BUILDING PERMIT 3/2s/18 AROUND G.R. Q PLACE CONDUCTOR ON TOP OF GEM. USE EARTH STAPLES TO HOLD CONDUCTOR IN PLACE. 1 ISSUED FOR REVIEW 3/1/18 B. _ESTIMATED LINEAR FEET OF GROUND CONDUCTOR WL � ® SPREAD MORE GEM ON TOP OF CONDUCTOR TO COMPLETELY COVER CONDUCTOR - ABOUT 1 INCH DEEP. Na ISSUE OR REVISION DATE 5� CAREFULLY COVER GEM WITH SOIL TO A DEPTH OF ABOUT 4 INCHES, MAKING SURE NOT TO EXPOSE THE CONDUCTOR.DIA. OF HOLE DEPTH OF HOLE �N. G.R. LENGTH O No use, reproduction or dissemination may be made of this drawing (INCHES) 6 7 8 1 9 17 19 © TAMP DOWN THE SOIL, THEN FILL IN THE TRENCH. FOR VARIOUS WIDTHS AND GEM THICKNESS, SEE TABLE BELOW. and the concepts set forth without the prior written consent of 3 2 2 2 2 4 4 Structural ConsultingServices, P.C. Co i ht©2018 4 2 3 3 3 6 7SOLID ��. EXCESS STANDING WATER MUST BE REMOVED FROM THE TRENCH. 5 3 4 4 5 9 10 PROJECT TITLE 6 5 5 6 7 13 14 B. ESTIMATED LINEAR FEET OF GROUND CONDUCTOR W/EA. BAG GEM.OF BACKFlLL. 7 s 7 8 9 17 19 �- New York S M SA TRENCH WIDTH TOTAL TH.CKNESS OF GEM INMB NOTE: Limited Pa rtn e rs h i p 8 8 9 11 12 22 25 INCHES 1. EARTH STAPLE PART NUMBER: T370A3. PROVIDE EVERY Limited i VERIZON WIRELESS 9 10 13 15 28 31 (INCHES) 1 2 3 4 3' TO 4' AS NEEDED. 10 12 16 18 34 38 4 14.0 7.0 4.7 3.5 SITE: FISHERS ISLAND 8 ® 6 7. 4. 3.1 2.3 0 3.5 2. A 251b BAG OF GEM %ILL COVER 7 LINEAR FT. OF CONDUCTOR ALPINE AVENUE NOTE: EXCESS STANDING WATER MUST BE REMOVED FROM THE TRENCH. 10 4.7 2.3 1.6 1.2 ft 5.6 2.8 2.3 1.8 LENGTH FOR A 4 INCH WIDE 2 INCH THICK COVERING (1 INCH FISHERS ISLAND, NY 06390 12 . 1.9 1. BELOW AND 1 INCH ABOVE CONDUCTOR), BASED ON 63.5lb/cu. . DRAWING TITLE GROUND ROD BACKFILL INSTALLATION TRENCH INSTALLATION. N.T.S. N.T.S. ELECTRICAL DETAILS SEAL OF N�t., SCALE PROJECT NO. 'cep. :NFL �O AS NOTED VER1663 ' r :, DRAWN BY DRAWING NO. CBB M ' i r r Jy r= CHECKED BY CBB E - 32 © 9 �� , DATE ,2, 'os ��a 3/1/18 .......................................................................................................................................................... ...................................................... .................................................................................................................................... .................................................... ........................................................... S STRUCTURAL C CONSULTING S . SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: ALL GROUND CONNECTIONS TO ANTENNAS MASTS SHALL BE BY ANTENNA INSTALLER. CB BREEN ASSOCIATES, P.C. IN49 154 SOUTHPORT WOODS DRIVE TEL 203-981-3380 SOUTHPORT, CT 06890 EQUIPMENT CABINET (TYP) CLIENT: GROUND ALL EQUIPMENT CABINETS, LUG TO CABINETS W/#2 TINNED GROUND In 141 #2 TINNED GROUND GROUND BAR POWER TELCO IN CABINET 'Fe CAB CAB CAB CAB 4 CENTEROCK ROAD DELTA GENERATOR WEST NYACK NEW YORK 10994 21RU T T \- ANTENNA HYDRIFLEX CABLE RUN THROUGH CELLAR IN CONDUIT ANTENNA HYDRIFLEX CABLE MAIN GROUND BAR RUN THROUGH ATTIC #2/0 BARE STRANDED OPPER GROUND WIRE #2/0 BARE STRANDED FROM EXTERIOR GROUND ROD, COPPER GROUND WIRE GROUND BAR PLATE FROM GROUND BAR IN TO EXTERIOR GROUND CABINET TO EXTERIOR ROD. TYPICAL GROUND ROD, CADWELD TO GROUND ROD, TYPICAL, GROUND RISER DIAGRAM NO SCALE MEGGER INSTRUMENT JUMPER—\ C2 P2 P1 C1 WIRE ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS GPS GPS 7\4 ALPHA BETA GAMMA #1 #2 #3 #4 4 GROUP A EARTH GROUNDS MAIN GROUND BAR TEST —GROUND ELECTRODE ROD #210 TO PRINCIPAL 0 GROUND POINT if VARIFS GROUP C GROUNDS 400' ADDED TELCO M.W. 12/18/23 EARTH RESISTANCE TESTING PROCEDURE: INSPECTION HAND 5 ISSUED FOR CONSTRUCTION I2/18/20 HOLE SCREW CAP. #2/0 GROUND WIRE A. THE CONTRACTOR SHALL TAKE ALL MEASUREMENTS REQUIRED TO TEST THE GRADE. 4 REVISED DESIGN 11/30/20 r" (TYPICAL) GROUNDING NETWORK. ALL TEST DATA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ADDITIONAL TESTING SHALL BE REQUIRED IF All DEEMED NECESSARY BY THE ENGINEER. 3 GENERAL REVISIONS 11/19/19 B. MEGGER EQUIPMENT, BY BIDDLE INSTRUMENTS OR APPROVED EQUAL, SHALL BE 6" PVC GROUND EXTERIOR EQUIPMENT CABINET TELCO USED FOR TESTING. USE MANUFACTURER'S RECOMMENDED PROCEDURE FOR TEST WELL. POWER DELTA BATTERY CABINET CABINET CABINET CABINET (TYPICAL) FALL—OF—POTENTIAL OR THREE—TERMINAL TEST. UTILIZE EXISTING TEST 2 ISSUED FOR BUILDING PERMIT 3/26/18 INSPECTION SLEEVE FOR ACCESS TO TEST ELECTRODE POINT (EXISTING #2 AWG SOLID GROUND ROD). THE DRIVEN GROUND ROD, C2 ABOVE, SHOULD BE TINNED BARE COPPER 1 ISSUED FOR REVIEW 3/1/18 PLACED APPROXIMATELY 400 FEET AWAY. POTENTIAL REFERENCE GROUND TEST LOOP. ROD, P2, SHALL BE DRIVEN AT A NUMBER OF POINTS BETWEEN THE EARTH 30' MIN ELECTRODE AND GROUND ROD, C2. RESISTANCE READINGS SHALL BE TAKEN . CABLE TO ROD Na ISSUE OR REVISION DATE AT INTERVALS OF 20 FEET. THE ACCEPTABLE RESISTANCE MEASURED FOR CADWELDED. THE GROUND FIELD SHALL NOT EXCEED 5.0 OHMS. ADDITIONAL GROUND CLEAN SAND FILL. RODS, LONGER RODS AND CHEMICAL TREATMENT OF THE SOIL MAY BE No use, reproduction or dissemination may be made of this drawing REQUIRED AS NECESSARY TO MEET THE GIVEN CRITERIA. SEE DIAGRAM ABOVE. GROUND RING—#2 and the concepts set forth without the prior written consent of C. TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE CLIENT'S AWG SOLID TINNED IStructural Consulting Services, P.C. Copyright@2018 REPRESENTATIVE AND/OR THE ENGINEER. TESTING SHALL BE PERFORMED BARE COPPER. AND RESULTS SHALL BE FORWARDED TO THE ENGINEER PRIOR TO PROJECT TITLE CONNECTING THE PROPOSED GROUNDING NETWORK. NOTES: D. CONTRACTOR TO PERFORM THREE SEPARATE GROUNDING TESTS: GROUND ROD. New York SMSA 1, TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATION, 5, GROUND GROUPS ARE SEPARATED INTO GROUP A 1) CLIENT'S RING ALONE 0 2) OTHER CARRIERS RING ALONE Limited Partnership SUPPORT FRAME MAY BE OMITTED WITH INDOOR (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND 3) CLIENT'S/OTHER CARRIER RINGS TOGETHER d/b/a VERIZON WIRELESS INSTALLATIONS, GROUP C (CABINET/DUNNAGE GROUNDS), FALL—OF—POTENTIAL. THREE TERMINAL DIAGRAM GROUND TEST WELL DETAIL 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6, GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED, N.T.S. N.S.T. SITE: FISHERS ISLAND LOCATION IS NOTED ON THE PLANS, 7, GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM ALPINE AVENUE 3. USE HY-PRESS CONNECTIONS WHERE CAD-WELDING IS EACHOTHER TO THE MAIN GROUND BAR, FISHERS ISLAND, NY 06390 NOT FEASIBLE, 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE DRAWING TITLE SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO EQUIPMENT AND STEEL FRAMING, GROUNDING STANDARD DETAIL GROUNDING RISER NO SCALE AND DETAILS SEAL,,-O� SCALE PROJECT NO. 0 N R AS NOTED VER1663 DRAWN BY DRAWING NO. J? CBB j CHECKED BY �� - � y: CBB E- 3 . 3 DATE ?0 SS\ 3/1/18 vI . - 1._:', I a