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Home My WebLink AboutMP23-064PERMIT W- / dJ'CXV-7 DATE:JJ/ 9) P•�d/�'� SECTION BLOCK � // / / OTHER APPROVALS TYPE OF WORK & o� O Q7 i//AgS `� 4�i MPiI�/ Q /n S ARB IOB LOCATION rrAv Onal r/V - in S�yoo,� ; 4e Ida rk BOT OWNER. /n SS / z J.LC 'li-1090 PB 28A CONTRACTOR // rG/ LC �- a/a OTHER T. CO O TCO FEE DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING 0 RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT O 4LARM AS BUILT FINAL �y_ o�/o/%iiS7YUY LLC �QyE•4R �. O Z•G�4 la�� I.GG y C. tGa GG V �aGK,�.•WV 0 . �9 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E.Fews Stephanie J.Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE May 13,2024 1100 King Associates LLC 4 International Drive Suite 300 Rye Brook,New York 10573 Re: 4 International Drive,Rye Brook, New York 10573 Parcel ID#: 124.81-1-1 This document certifies that the work done under Mechanical Permit #23-064 issued on 5/2/2023 for the installation of rooftop antennas and equipment cabinets have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to p ECENE DDAlt > > For office use oniv: MAY - 1 2024 BulLi�� L- r.MCN�r ( PERMIT# MP 23-064 VIL .OF RYE K ISSUED:5/2/2023 938 KING STRE tU YE BROOK, !�' Y YORK 10573 DATE:4/25/24 FEE: VILLAGE OF RYE BROOK , 419 066 n PAIo BUILDING DEPARTMENT w .7 0 o� / a& APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, ANT) CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THZIrINAL INSPECTION Address: 4 INTERNATIONAL DRIVE, RYE BROOK, NY Occupancy/Use: Parcel ID#: 124.82-1-1 Zone: OB-1 Owner: 1100 KING ASSOCIATES LLC. Address: 1100 KING STREET, RYE BROOK, NY P.E./R.A. or Contractor: Anthony Zubicki of TRISTRUX LLC Address: 473 US 46, CLIFTON, NJ 07011 Person in responsible charge: TRISTRUX LLC Address: 473 US 46,CLIFTON,NJ 07011 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: Wayne Medlin on behalf of New York SMSA rkgs Limited Partnership dub/a Verizon Wireless being duly sworn,deposes and says that he/she n wo1S,at 4 Centerock Road (Print Name of Applicant) (No.and Street) in West Nyack ,in the County of Rockland in the State of NY ,that (CityiTown,Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S I Ste_ y ey,V U for the construction or alteration of: collocated antennas and equiptment cabinets located behind screen walls on(lie roof of the existing building at the property. Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/conupleted complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or pennit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. (� Sworn to before me this Sworn to before me this 150 day of , 20 da of / 'f r t I , 20 `7 See attached LOA Signature of Property Owner Signature of Applicant Wayne Medlin on behalf of New York SMSA d/b/a Verizon Wireless Print Name of Property Owner Print Name of Applicant Notary Public Notary Public SHANNON ENNIST-MUCCI silt 2021 Notary Public,State of New York No.OIEN6247179 Otralified in Ulster County Commission Expires August 22, b��-- D- �C--` IE �MIE MAY - 1 2024 LETTER OF AUTHORIZATION VILLAGE OF RYE BROOK BUILDING DEPARTMENT Municipality: Village of Rye Brook APPLICATION FOR APPROVALS 1100 KING ASSOCIATES LLC, the owner of the property located at 1100 King Street a/k/a 4 International Drive, Rye Brook, New York (the "Property"), does hereby appoint New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"), and its authorized representatives, as the owner's agent for the purpose of consummating any applications necessary to insure Verizon Wireless' ability to use the Property for the purpose of installing a communications facility on the Property, consisting of antennas and related equipment. Assessor's Parcel Number: Section 124.82, Block I, Lot I Signature of Property Owner: 1100 KING ASSOCIATES LLC By: Name: Peter S. Duncan Title: Authorized Signatory Authorized Agent: New York SMSA Limited Partnership d/b/a Verizon Wireless Sworn to and subscribed to before me on this day of MQ rC h , 2023. EILEEN KUHL Notary Public-State of New York Qualified in U Suffolk 02 L7' Qualified in Suffolk County My Commission Expires Aug 22,2026 Signature of Notary Z:ISSDATA�WPDATAISS4NWPWEWBANIN\OUTSIDE NYC SITES\PURCHASE 2(ALT KING STREET)\ZONINGXL.ETTER OF AUTHORIZATION.DOCX �E BR(gkFO cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR -ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �l n! t f rite >/u 6 e i Ve DATE' G O Ly PERMIT# f Z 3 Q `I ISSUED: S"Z" L-1 SECT: 1,7 y c0 l BLOCK: LOT: / LOCATION: �� OCCUPANCY: ❑ Violation Noted THE WORK IS... /PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION / ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ,FINAL (c 1 Er OTHER RQU A rAeja".—S ■ ■ f f ■ � w � a M o O c N N N 04 N N � y � � QUjr r� • LO Ln w aCAw H �, u t x. aV) 4 v o FW�1 0 W Z Ocq c Ch N - M CA g � 7ti u v O © \ © Olo- q a ■ � ] � o.. a L Or A Z O.O r by W co 00 O o q V ° o a V tl v 0.r Uz a �' Uj cps p� o e � .� �, o • w . Cto -y Ir"1 0 M ° a H N Z o o v5 � V O V VILL ©F BROOK APR - 3 2023 BUI G DEPA MENT 938 KING ET,RYE K,NY 10573 VILLAGE OF RYE BROOK iBa . BUILDING DEPARTMENT APPLICATION TO INSTALL WIRELESS OR ATTACHED WIRELESS TEL-COM FACILITY OR EQUIPMENT (Special Use Permit Required for Initial Approval) OFFICE USE ONLY: ),, Permit#: D3rr—' o Building Inspector: Application Fee:$ V Date of Approval:_ 9 . Permit Fee:$ NYS Use Class:Res.{ );Comm(47); B.O.T.Approval Resolution Attached: Other: Application dated, S1301 ID23 is hereby made to the Building Inspector of the Village of Rye Brook for a Permit to install a Wireless or Attached Wireless Tel-Com Facility,or to install new components to an Existing Tel-Com Facility in accordance with Chapter §250-39 of the Code of the Village of Rye Brook.The applicant,by signing this document declares that all devices, and equipment associated with the subject permit will be continuously maintained&utilized in conformance with all applicable Local, County,State&Federal laws,codes,rules and regulations,and that any work performed in association with such installation(s)will also be in conformance with such regulatory standards.Please attach copies of all FCC,orother required testing,inspection,regulatory or maintenance reports hereto. !, Site Address: 4 International Drive(aka 1100 King St),Rye Brook,NY, 10573 SBL: 124.82-1-1 Zone: OB-1 2. Property Owner: 1100 King Associates,LLC Address: 1100 King Street,Rye Brook,NY 10573 Phone#: NA Cell #: NA email: NA c/o Snyder&Snyder,LLP,94 White Plains Road, 3.Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless Address: T.nVom,NV 10579 Phone#: 914-333-0700 Cell#: NA email: lsnyder@snyderlaw.net 4. Installation Contractor: TriStrux LLC Address: 473 US Highway 46,Clifton,NJ 07011 Phone#: 833-322-2121 Cell#: NA email: mmoura Ga@tristrux.com 5.Carrier(s): Verizon Wireless 6.Type of Equipment:Collocated antennas and equipment cabinets located behind proposed screen walls on the roof of the existing building at the property, as indicated on the drawings submitted herewith. Eligible Facilities Request under Section 250-39D.,permitting installation by building permit. 7. Location of Equipment: Rooftop of existing building 8. Estimated Cost of Installation: $ 325,000.00 (NOTE,The estimated cost shall include all labor,materials,fixed equipment,scaffolding,professional fees,and any labor&materials which may be donated gratis) 9. Estimated Job Duration: Start: Finish: 8/12/2021 -I- r Wayne Medlin on behalf of New York SMSA STATE OF NEW YORK,COUNTY OF WE,STCHESTER ) tts: Limited Partnership d/b/a Verizon Wireless (print flank of individual signing application) being duly sworn,deposes&states that he/she is the applicant of record above named,and that he/she is the legal owner of the subject property,or that he/she is the Lessee acting as agent for the legal owner and is duly authorized to make&file this application. (indicate architect,attorney,contractor,cte...) That all statements are true to the best of his/her knowledge and belief,and that any work performed or use conducted at the subject property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans,as well as in accordance with the New York State Uniform Fire prevention&Building Code,the Code of[lie Village of Itye Brook,and all other applicable laws,ordinances and regulations. Sworn to before the this Sworn to before the this RIIIIIIItllfllry/f, day of , 20 23 to PO�C'''� day of VC ,20 23 `c`�Ctir: gSP��flRY; dca �C NEW o SEE ATTACHED Notary LETTER OF AUTHORIZATI ,``+N�°,am c Z95 f "- , p Qv �gty4 ro Tlew Y SA Limited P rtner lip d/b/a Verizon Wireless signature or Property Owner '+��rr/�� Y �.1�'` Signalur ©fApplic t r/ruolrun ++ Wayne Medlin on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless Print Property Owner's Name Print Applicant's Name This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. Rit 2/2021 LETTER OF AUTHORIZATION Municipality: Village of Rye Brook APPLICATION FOR APPROVALS 1100 KING ASSOCIATES LLC, the owner of the property located at 1100 King Street a/k/a 4 International Drive, Rye Brook, New York (the "Property"), does hereby appoint New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"), and its authorized representatives, as the owner's agent for the purpose of consummating any applications necessary to insure Verizon Wireless' ability to use the Property for the purpose of installing a communications facility on the Property,consisting of antennas and related equipment. Assessor's Parcel Number: Section 124.82, Block 1, Lot I Signature of Property Owner: 1100 KING ASSOCIATES LLC i By: Name: Peter S. Duncan Title: Authorized Signatory Authorized Agent: New York SMSA Limited Partnership d/b/a Verizon Wireless Sworn to and subscribed to before me on this day of No r'c h 2023. EILEEN KUHL ' Notary Public-State of New York fie.01 Ku6439 2 Qualified in Suffolk C County My Commission Expires Aug 22, 2026 Signature of Notary Z:4SSDATA\WPDATAVSS4tWPWEWBANMIOUTSIDE NYC SITES\PURCHASE 2(ALT-RING STREET)IZONING\LETTER.OF.AUTHORIZATION.DOCX e s a N = 1 ^. N hl j N x u w i W � CA w o w w C o v � x ■ W Z a cn Ctl H = 00 , o O OO O o x v w wo v� x o cn rr v = w W as � E"'' z LA _ oo C7 > O w v . N uz v, w w i Z • C7 CN V Q z d^. O w W w F. 0 w v O w o Fes, a O z z 1.0 a W O C c1? z z _ O u, Z V o ° _ _ D F E-E C F1 F-1 �W L�-fz' BUILDLNG DEPARTMENT VILLAGE OF RYE BROOK FEB - 2 2024 938 KING STREET RYE BROOK,NY 10575 (9.14)99=0b68 VILLAGE OF RYE BROOK w' v rVaV- icic ora BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Plaster Electricians License Required L� _ 0�01J 7 0 R 0 F FT LE L 1` '41qQ3 Approval Date: FEB 0 7 WPermit Fee: $ Approval Signature: Other: DO NOT STAR ';vORx or CQ`;STi2UCTI01 UNTIL A PERNnT HAS BEEN ISSUED BY THE BULL DDI-Q IISPECTOFc. THE AD.-MI IS T?ATTVE FEr' OR ti,•'QRI{PROGRESSED OR COMPLETED til''ITHQ-U A PER%IiT IS 12% OF THE TOTAL COST OF CONSTRUCTION`XITH a MININIUM FEE Or 3750.00 Application dated, l ?-_`i_is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. e __ . ir 1.Address: t l��nal nye(IlooKl a _� /iT 1� SBL: 1 2`{ •3- Zone: G AS 'tCIi S LCC Address: 1 l CO IL 1`1C 2.Property Owner: l B OO '�f� �C i �" 1 r�fiP, `Y, U�I � �1 7; Phone#: Cell#: email: 3.Master Electrician/Licensed Installer:_ 1 -1/-_Y_uu t� Address: Ll�J (S 'HJy\j Lll .1 r'j-Lft Phone#:_ i) 'c7��"C�. G I Cell#: email: Pef f Ili �LL�}1Sr1vx,Ct� _ Company Name:_-Thst ;,.( LL-C Address: L-13 Lt5 H ILI H10, cr'L _IN 4.Proposed Electrical Work/Fixture Count: AS-in Ii(fAQ C` 100 Ai 1-i CT-e ., L(00 V 5 do lti lei, 5.31 Party Electrical Inspection Agency: ' 1C IM=D 1 `r STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: t2-10 Y- .. ( being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of indisidual si,n'ne as the applicatin _ state that(s)he is the_ lSyl cCfii1clCl� for the legal owner and is duly authorized to make and file this application. (Master Electrician?Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me this 17- _ Ao - 1 20� day of Ifni_ U(�T 20 Z�Property Owner Si ature of Applicant P i t N of Pro►��/g/p'�1 Owner r' ;; Print Nagie of App ' ant �VC" Notary Public :Not RIK A.KAISER r NOTARY PUBLIC'OF NEW JE • 23 COn1fl'ISSIO N 2384689 F'y Commission Expr•Os d11")194 STATE WIDE INSPECTION SERVICES, INC., 0:0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# Date Bldg Permit# Scl Ft Plumbing Permit# Final Certificate# City/Village Zip Building Dept. County Address Cross Street Section Block Lot Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/O Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation ir `L �`t �:� �' 1!I I j FEB 2 202� i VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address Name License# Date Signature Address City/State Zip Code Company Phone# p CC� LOM� ` State Wide Inspection Services DDFEB 1 4 2024 1080 Main Street Fishkill, NY 12524 swus VILLAGE OF 845 202-7224 Phone RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office(a)swisny.com - Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Tristrux, LLC 1100 King Associates LLC Roy Kirkorian 1100 King Street 473 US Highway 46 Rye, NY 10573 Clifton, NJ 07011 Located at: 4 International Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP24-026 124.81 1 1 Certificate Number:2024-0917 Building Permit Number: MP23-064 A visual inspection of the electrical system was conducted at the Commercial occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 4 International Drive, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 14"day of February 2024. Name Quantity Rating Circuit Type Sub Meter 01 100 Amp 480 V Officer: Frank 1. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. SCHERER DESIGN GROUP, LLC Colleen Connolly,PE Partner,;'CEO Steven Krug,PE Si !-'artner-COO May 2,2024 Village Of Rye Brook 938 King Street Rye Brook, NY 10573 Attn:Village Of Rye Brook Building Department Re: Verizon Site Name:Purchase 2 Relo 4 International Dr Rye Brook, NY 10573 SDG Project#:22VZN002 To Whom It May Concern: Scherer Design Group,LLC(SDG)is writing to certify to the Village of Rye Brook's Building Department that after our inspections of the above referenced site,the proposed work under building permit#:MP 23-064 was completed in accordance with the Construction Documents, by SDG,Revision 2,dated 03/24/23 and approved by the Village Of Rye Brook on 05/02/23. Minor corrections were required,and all punch list items were cleared with the general contractor on 04/29/24. The proposed installation was constructed in accordance with the New York State Building Code,the Village Of Rye Brook Code, and the Construction Documents referenced above, with minor deviations. As such, SDG approves the permit and can be closed. Should you have any questions or concerns, please call me at 908-323-2513. Regards 1�0 NEK'y i y0 o�� W Colleen NY PE#087018 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph:908.323.2513 • Fax:908.323.2525 Certified Woman Owned Business Enterprise UkId \V1P, U MAY - 1 2024 LAW OFFICES OF VILLAGE OF RYE BROOK SNYDER & SNYDER, LLP BUILDING DEPARTMENT 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE, 9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER. SUITE 2600 NEW YORK. NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212) 749-1448 FAX (914) 333-0743 (973)824-9772 FAX(212) 932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO (NY/NJ) DOUGLAS W.WARDEN msheridan@snyderlaw.net JORDAN M. FRY Tarrytown office MICHAEL SHERIDAN (NY/NJ) DAVID KENNY(NY/NJ) May 1,2024 DAVID L.SNYDER (1956-201 2) Stephen Fews, Building Inspector Village of Rye Brook 938 King Street Rye Brook,New York 10573 Re: Permit# MP 23-064 New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 4 International Drive, Rye Brook,New York Dear Mr. Fews: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its existing public utility wireless telecommunications facility ("Facility") at the captioned Property. Verizon Wireless now seeks to close out its open Permit#MP23-064 with respect to the Facility. In connection with the foregoing, enclosed please find a completed Application for Certificate of Occupancy, and a check in the amount of $1,160.00 representing the applicable CO fee. Please let me know when the certificate of occupancy is available. If you have any questions,please do not hesitate to contact me at(914) 333-0700. Respectfully submitted, Snyder& Snyder, LLP Michael Sheridan MPS/gr Enclosures cc: Verizon Wireless Z:ISSDATA\WPDATA\SS4\WPWEWBANM\OUTSIDE NYC SITESTURCHASE 2 RELO(ALT.KING STREET)\ZONING\CO LETTER 4.30.24.RTF LAW OFFICES OF rig r COPY SNYDER & SNYDER, LIP ; , 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK IO591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER, SUITE 2600 NEW YORK. NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212) 749-1448 FAX (914) 333-0743 (973)824-9772 FAX(212)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO lsnyder@snyderlaw.net DOUGLAS W.WARDEN Tarrytown office JORDAN M. FRY DAVID L. SNYDER April 3, 2023 D LE C r �n (1956-201 2) V Mr. Steven Fews, Building Inspector APR -3 2023 Village of Rye Brook 938 King Street VILLAGE OF RYE BROOK Rye Brook,New York 10573 BUILDING DEPARTMENT RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the Building located at 4 International Drive, Rye Brook,New York Dear Mr. Fews: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a wireless telecommunication facility ("Facility") on an existing building ("Building") at 4 International Drive, Rye Brook, New York. As detailed herein, the Facility is an eligible facilities request and pursuant to federal law and Section 250-39D. of the Village Code,the Facility is permitted by building permit. Verizon Wireless' Facility consists of the collocation of antennas and related equipment on the rooftop of the Building. Kindly note that AT&T already has a wireless facility on the Building's rooftop and, therefore, said Building is an eligible support structure and more particularly, a base station, under federal law. Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act of 2012 ("TRA"), states that a local government "may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Furthermore, the Federal Communications Commission adopted rules ("FCC Rules") implementing Section 6409 of TRA. See Title 47 C.F.R Section 1.6100. Under the FCC Rules, if a wireless facility, like the one here, is an eligible facilities request, review is limited in scope and the Facility must be approved within 60 days of filing the application. Verizon Wireless' Facility is an eligible facilities request since it involves the collocation of transmission equipment that does not constitute a "substantial change" to the base station. There will be no "substantial change" to the physical dimensions of the base station for the following reasons. First, the height of the base station is not being increased by more than 10 feet. The height of the antennas is at 62 feet, with the Building rooftop currently at 55 feet. Second,the proposed antennas will not protrude from the edge of the base station. Third,only Building Inspector Page 2 three (3) equipment cabinets are being proposed, less than the four (4) cabinets permitted. Fourth, there will be no excavation associated with the Facility. Fifth, the Facility is consistent with the existing AT&T installation with the antennas and the equipment concealed behind screen walls painted to match the existing screen and penthouse walls. Sixth, the Facility will not violate any prior conditions of approval for the base station. Please note that Section 250-39D. of the Village Zoning Code specifically states that in the event that a modification to an eligible support structure (like the base station here) does not substantially change the existing eligible support structure, all that shall be required is a building permit. In furtherance of the foregoing, Verizon Wireless is pleased to submit the following documents: 1. Application for Permit to Install, Modify and/or Remove Mechanical Equipment; 2. Application to install Wireless or Attached Wireless Tel-Com Facility or Equipment; 3. Check in the amount of$250.00 representing the Application Fee; 4. Check in the amount of$8,125.00 representing the Permit Fee; 5. Contractor's Insurance Certificates; and 6. Three (3) copies of the Construction Drawings prepared by project engineers, Scherer Design Group ("SDG"). Kindly let me know when the building permit will be ready to be picked up. Verizon Wireless needs to construct its Facility as soon as possible. Once the Facility is constructed and operational, Verizon Wireless plans to remove its temporary cell on wheels at the Doral Arrowwood property. If you have any questions or require any additional documentation, please do not hesitate to contact me or Michael Sheridan of my office at (914) 333-0700. Respectfully submitted, Jklu�- CkllltoIV Leslie J. Snyder LJS: erw Enclosures cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WPWEWBANM\OUTSIDE NYC SITES\PURCHASE 2 RELO(ALT.KING STREET)\ZONING\FINALUSMARCHl I PURCHASE 2 RELO-COVER LETTER-.RTF V .N Q Q! G1 C fC V Rf C fC N N O r N Q, O 4-1 f� C O [C N Q) N RS L O L 0 � 4 + O4.i a O a! 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Q %O m 7 0 c O 4O c a O c Q O Y Z V V ✓ � r0 Q1 y O O> O X �C d X L.L 0 Ln LM ^ O u X i1 c 'd OOO 4J a- E E -0 N Q� N A C c u N O M O a� u O "� N � V 4-J N b Q) a) � O C N a'' _Cd, M G1 N V (NC x tA C N73 'c _ N A � u �- L O 'O O O i ) E w N Ca4 N +-+ L N OLL V O L O O (� ro > Q N On 3 a, M a +, O O N v J c L '�..+ u X a. _ ; E O O a a� (c " 53 u y O 0 "= QE _ C (v Q to w t0I1 � C Q) W a) LA V u WLn N C d 3a) H `i v w Q ate, F- H H v J 3 0 � � c�r1 � M ��i Ln u Radio Frequency - Electromagnetic Energy (RF-EME) Jurisdictional Report Site No. 617958 Purchase 2 Relo 4 International Drive Rye Brook, New York 10573 Westchester County 410 3' 4.00" N, -730 41' 25.10" W NAD83 EBI Project No. 6222007174 April 17, 2023 x 4019 \ Prepared for: Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Prepared by: EBI Consulting A environmental I engineering I due diligence RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook,New York TABLE OF CONTENTS EXECUTIVESUMMARY.................................................................................................................... 1.0 INTRODUCTION....................................................................................................................1 2.0 SITE DESCRIPTION ...............................................................................................................2 3.0 WORST-CASE MODELING CALCULATIONS.........................................................................3 4.0 MITIGATION/SITE CONTROL OPTIONS...............................................................................4 5.0 SUMMARY AND CONCLUSIONS............................................................................................4 6.0 LIMITATIONS........................................................................................................................5 APPENDICES APPENDIX A CERTIFICATIONS APPENDIX B RADIO FREQUENCY ELECTROMAGNETIC ENERGY SAFETY/SIGNAGE PLANS APPENDIX C FEDERAL COMMUNICATIONS COMMISSION(FCC) REQUIREMENTS E B I Consulting RF-EME Compliance Report Site No. 617958 EBI Project No. 6222007174 4 International Drive, Rye Brook, New York EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by Verizon Wireless to conduct radio frequency electromagnetic (RF-EME) modeling for Verizon Wireless' proposed facility("Facility") located on the existing rooftop at 4 International Drive in Rye Brook, New York ("Site") to determine RF-EME exposure levels from proposed Verizon Wireless communications equipment at this Site.As described in greater detail in Appendix C of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for the general population and for occupational activities. The FCC requires wireless system operators to perform an assessment of potential human exposure to RF fields emanating from all transmitting antennas at a site whenever antenna operations are added or modified, and to ensure compliance with the MPE limit in the FCC regulations. This report summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME regulations/compliance standards. This report describes modeling calculations of RF levels associated with the proposed antennas.We have performed these modeling calculations at all roof levels and at street level employing standard FCC mathematical models for calculating the effects of the antennas in a conservative manner. Therefore, our results provide worst-case RF levels to ensure the conclusions are conservative with regard to compliance with the FCC limit for safe continuous exposure. Statement of Compliance In this case, there are another existing antenna carrier (AT&T) at the Site to include in the compliance assessment. Note that FCC regulations require any future antenna collocators to assess and assure continuing compliance based on the cumulative effects of all then-proposed and then-existing antennas at the Site. As presented in the sections below, our conclusions are based on worst-case modeling calculations related to the existing and proposed antennas. At ground level, the maximum cumulative exposure level from all carriers at this Site is approximately 23.4 percent of the FCC's general population limit (4.68 percent of the FCC's occupational limit).At the main roof level, there are no modeled areas related to the proposed antennas that exceed the FCC's occupational or general population exposure limits.At the penthouse roof level, the maximum cumulative exposure level from all carriers at this Site may exceed both the FCC's general population and occupational limits. However, at the penthouse roof level, as Verizon Wireless Sector A and C antennas are to be attached near the edge of the penthouse facing away from the penthouse roof, into free space/midair, the RF emissions from such antennas do not impact any areas on any roof surface. Notwithstanding, workers accessing the rooftop should be informed about the presence and locations of antennas and their associated fields. Due to the use of such conservative calculations for purposes of our analysis, it should be noted that the exposure levels actually caused by the antennas will likely be less significant than the calculated results herein. 1.0 INTRODUCTION Verizon Wireless' public utility wireless communications facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send and receive the wireless signals created by the transceivers to be most commonly received by individual subscriber units(wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. EBI Consulting • 21 B Street • Burlington, MA 01803 4 1.800.786.2346 1 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed a distance above ground level, affording a larger line-of-sight area.Antennas are constructed to propagate towards the horizon,with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas in close proximity in front of the antennas. Emissions at or below MPE limits do not represent any health risk, since they are designed to provide a substantial margin of safety. Importantly, such limits are calculated to allow for continuous exposures, including a prudent margin of safety for all persons, regardless of age,gender, size or health. 2.0 SITE DESCRIPTION This project site includes the following proposed wireless telecommunication antennas on a rooftop located at 4 International Drive in Rye Brook. New York. Ant Antenna # NAME Radiation Antenna Model Centerline I Verizon Wireless 59.0 Commsco a NHH-65A-R2B 2 Verizon Wireless 59.0 Commsco NHH-65A-R2B 3 Verizon Wireless 59.0 Samsunx XXDWMM-I 2.5-65-8T 4 Verizon Wireless 59.0 Samsung MT6407-77A 5 Verizon Wireless 59.0 Commsco a NHH-65A-R2B 6 1 Verizon Wireless 59.0 Commsco a NHH-65A-R2B 7 Verizon Wireless 59.0 Samsung XXDWMM-12.5-65-8T 8 Verizon Wireless 59.0 Samsung MT6407-77A 9 Verizon Wireless 59.0 Commsco a NHH-65A-R2B 10 Verizon Wireless 59.0 Commsco NHH-65A-R2B I I Verizon Wireless 59.0 Samsung XXDWMM-12.5-65-8T 12 1 Verizon Wireless 69.0 Samsung MT6407-77A 13 _ AT&T 52.0 Unknown 14 AT&T 52.0 Unknown 15 AT&T 52.0 _ Unknown 16 AT&T 52.0 Unknown 17 AT&T 52.0 Unknown 18 AT&T 52.0 Unknown 19 AT&T 52.0 _ Unknown 20 AT&T 52.0 Unknown 21 1 AT&T 52.0 Unknown The above table contains an inventory of proposed Verizon Wireless Antennas and other carrier antennas (AT&T) if sufficient information was available to model them. Note that for modeling purposes, EBI uses a conservative/worst-case assumed set of antenna specifications and powers for any unknown antennas. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational exposure limits (for workers) and general population exposure limits for members of the general population. This analysis has considered exposures with respect to both occupational and general population limits to provide a fully comprehensive report Additional information regarding occupational/general population exposure limits is provided in Appendix C. Appendix B presents a site signage plan that provides a plan view of the rooftop with antenna locations. EBI Consulting 4 21 B Street 4 Burlington, MA 01803 0 1.800.786.2346 2 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York 3.0 WORST-CASE MODELING CALCULATIONS EBI has performed MPE modeling calculations using RoofMaster"I software to estimate the worst-case cumulative power density resulting from operation of antennas at the Site. RoofMasterTM is a widely-used MPE modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by antennas that are typically used in connection with wireless services. Using the computational methods set forth in Federal Communications Commission (FCC) Office of Engineering & Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (OET-65), RoofMaster"m calculates predicted power density in a scalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMasterTM models consist of the Far Field model as specified in OET-65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by Verizon Wireless and information gathered from other sources. As noted above, where information was not available EBI used the conservativelworst-case assumed set of antenna specifications and power. EBI then compared the resultant worst-case MPE levels to the FCC's occupational exposure limits outlined in OET Bulletin 65. The parameters used for modeling are summarized in the Site Description antenna inventory table in Section 2.0. As noted above, AT&T also has antennas on the rooftop. To the extent known, information about these antennas was included in the modeling analysis. Conservative modeling specifications were used for these antennas and was included in the modeling analysis. As noted above, to the extent any antennas were unknown, EBI used a conservative/worst-case assumed set of antenna specifications and powers. At ground level the maximum cumulative exposure level from all carriers at this Site is approximately 23.4 percent of the FCC's general population limit (4.68 percent of the FCC's occupational limit).At the main roof level, there are no modeled areas related to the proposed antennas that exceed the FCC's occupational or general population exposure limits.At the penthouse roof level, the maximum cumulative exposure level from all carriers at this Site may exceed both the FCC's general population and occupational limits. However, at the penthouse roof level, as Verizon Wireless Sector A and C antennas are to be attached near the edge of the penthouse facing away from the penthouse roof, into free space/midair, the RF emissions from such antennas do not impact any areas on any roof surface. Notwithstanding, workers accessing the rooftop should be informed about the presence and locations of antennas and their associated fields. A site would be considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. There are no modeled areas on any walking/working surface on the rooftop and ground that exceed the FCC's limits for general population or occupational exposure in front of the other carrier antennas. The inputs used in the modeling are summarized in the Site Description antenna inventory table in Section 2.0. Signage recommendations based on the RoofMasterTM modeling results are presented in Appendix B. EBI Consulting• 21 B Street • Burlington, MA 01803 0 1.800.786.2346 3 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York 4.0 MITIGATION/SITE CONTROL OPTIONS EBI's modeling indicates that based on worst-case modeling calculations related to the proposed antennas at ground level, the maximum cumulative exposure level from all carriers on this Site is approximately 23.4 percent of the FCC's general population limit (4.68 percent of the FCC's occupational limit).At the main roof level, there are no modeled areas related to the proposed antennas that exceed the FCC's occupational or general population exposure limits.At the penthouse roof level,the maximum cumulative exposure level from all carriers at this Site may exceed both the FCC's general population and occupational limits. However, at the penthouse roof level, as Verizon Wireless Sector A and C antennas are to be attached near the edge of the penthouse facing away from the penthouse roof, into free space/midair, the RF emissions from such antennas do not impact any areas on any roof surface. Notwithstanding,as a precaution, it is recommended that, in order to notify anyone accessing the rooftop, a Guidelines sign and an NOC Information sign be installed at each access point to the rooftop. Additionally, yellow Caution signs are recommended for installation behind the Verizon Wireless Sector A, B,and C antennas at the penthouse roof level. These signs must be placed in a conspicuous manner so that they are visible to any person approaching the antennas from any walking surface. To reduce the risk of exposure, EBI recommends that access to areas associated with the active antenna installation be restricted and secured where possible. There are no barriers recommended on this site. These protocols and recommended control measures have been summarized and included with a graphic representation of the antennas and associated signage and control areas in a RF-EME Site Signage Plan, which is included as Appendix B. Implementation of the signage recommended in the Site Signage Plan and in this report will bring this site into compliance with the FCC's rules and regulations. 5.0 SUMMARY AND CONCLUSIONS EBI has prepared a Radiofrequency—Electromagnetic Energy(RF-EME) Compliance Report in connection with Verizon Wireless' proposed telecommunications equipment to be installed at 4 International Drive in Rye Brook, New York to determine worst-case calculated RF-EME exposure levels from the proposed Facility at this Site. This report summarizes the results of RF-EME modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance standards for limiting human exposure to RF- EME fields. As presented in the sections above, based on the FCC criteria, at ground level, the maximum cumulative exposure level from all existing and proposed carriers on this Site is approximately 23.4 percent of the FCC's general population limit(4.68 percent of the FCC's occupational limit).At the main roof level,there are no modeled areas related to the proposed antennas that exceed the FCC's occupational or general population exposure limits.At the penthouse roof level, the maximum cumulative exposure level from all carriers at this Site may exceed both the FCC's general population and occupational limits. However, at the penthouse roof level, as Verizon Wireless Sector A and C antennas are to be attached near the edge of the penthouse facing away from the penthouse roof, into free space/midair,the RF emissions from such antennas do not impact any areas on any roof surface. Workers should be informed about the presence and locations of antennas and their associated fields. Recommended control measures (if any) are outlined in Section 4.0 and within the Site Signage Plan (attached) to the extent not already installed. Workers who will be working in areas of exceedance, if any,are required to contact Verizon Wireless since only Verizon Wireless has the ability to lockout/tagout the facility, or to authorize others to do so. EBI Consulting 0 21 B Street • Burlington, MA 01803 4 1.800.786.2346 4 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York The results of the calculations, along with the described control measures (if any), combine to satisfy the FCC's RF compliance requirements and associated guidelines. As noted above, because of the conservative calculation methodology and operational assumptions applied in the analysis based on the table in Section 2.0, the actual MPE levels of the proposed Verizon Wireless antennas and other carrier antennas will likely be less significant than the calculated results here indicate. 6.0 UMITATIONS This report was prepared at the request of Verizon Wireless. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the Site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. EBI Consulting 0 21 B Street 0 Burlington, MA 01803 • 1.800.786.2346 5 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York Appendix A Certifications EBI Consulting 4 21 B Street 0 Burlington, MA 01803 0 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No. 6222007174 4 International Drive, Rye Brook, New York Preparer Certification I, Andrew Simpson, state that: ■ I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting),which provides RF-EME safety and compliance services to the wireless communications industry. ■ I have successfully completed RF-EME safety training,and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. ■ I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commission (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. ■ 1 have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. EBI Consulting 4 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No. 6222007174 4 International Drive, Rye Brook, New York Appendix B Radio Frequency Electromagnetic Energy Safety Information and Signage Plans EBI Consulting• 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No. 6222007174 4 International Drive, Rye Brook, New York Verizon Wireless Signage Plan N I ' I PEN r7 Access Points i AT&T v. 10(oot pid>Qe Sign Posting Instructions Required Signage 1 Mitigation �'--- Securely post at every point of access to the site in a manner conspicuous to all individuals entering thereon as indicated in the Signage plan. I at each access point J Securely post at every point of access to the site in a manner conspicuous to all Individuals entering thereon as indicated in the Signage plan. I at each access point Securely post on in a manner conspicuous to all individuals entering 2 behind Sector A thereon as indicated in the Signage plan. 2 behind Sector B2 behind Sector C EBI Consulting 0 21 B Street 4 Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York RF Sign4ge and Safety Information RF Sinai! Areas or portions of any transmitter site may be susceptible to high power densities that could cause personnel exposures in excess of the FCC guidelines.These areas must be demarcated by conspicuously posted signage that identifies the potential exposure.Signage must be viewable regardless of the viewer's position.Signs must be legible and readily viewable and readable at a minimum distance of five feet (1.52 meters) from the boundary (and as necessary on approach to this boundary) at which the applicable limits are exceeded, and that controls or indicators be placed at compliance boundaries. The minimum readable letter height at 5 feet from the signage is 0.20 inches for the Message and 0.44 inches for the Signal. GUIDELINES NOTICE CAUTION WARNING This sign will inform anyone of the basic precautions to This sign indicates that RF This sign indicates that RF follow when entering an emissions may exceed the This sign indicates that RF emissions may exceed at least access point to an area with FCC General Population MPE emissions may exceed the I� p i i Ox the FCC Occupational transmitting radiofrequency limit FCC Occupational MPE limit MPE limit. equipment. _ ® NoncE® ACAUTION �6 a..rW)T7.Yrr,.r.tib�tw�a Ylpa, aRI rrr r,rrw a �r,rr�rra�rw.4 wrltt,.r.wA ; �wfiMf ••�••,•�� Z �___ VifI�01Y' Vrf1�11� NOC INFORMATION ti,ti,anonaroNr�s� j Information signs are used as a means to provide contact information for any questions or concerns. They will include specific cell site identification Information and the Verizon Wireless Network --- Operations Center phone number. -s� Physical Barriers Physical barriers are control measures that require awareness and participation of personnel. Physical barriers are employed as an additional administration control to complement RF signage and physically demarcate an area in which RF exposure levels may exceed the FCC General Population limit Example: chain-connected stanchions Indicative Markers Indicative markers are visible control measures that require awareness and participation of personnel, as they cannot physically prevent someone from entering an area of potential concern.Indicative markers are employed as an additional administration control to complement RF signage and visually demarcate an area in which RF exposure levels may exceed the FCC General Population limit. Example: paint stripes Occupational Safety and Health Administration (OSHA) Requirements A formal adopter of FCC Standards,OSHA stipulates that those in the Occupational classification must complete training in the following:RF Safety,RF Awareness,and Utilization of Personal Protective Equipment OSHA also provides options for Hazard Prevention and Control: Hazard Prevention _ �— Control • Utilization of good equipment a Employ Lockout/Tag out • Enact control of hazard areas • Utilize personal alarms&protective clothing Limit exposures 0 Prevent access to hazardous locations • Employ medical surveillance and accident response • Develop or operate an administrative control program EBI Consulting 4 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No. 6222007174 4 International Drive, Rye Brook,New York Appendix C Federal Communications Commission (FCC) Requirements EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No. 6222007174 4 International Drive, Rye Brook, New York The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general population/uncontrolled population exposure limits for members of the general population. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General population/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related. Table I and Figure I (below),which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are"time-averaged" limits to reflect different durations resulting from occupational and general population exposures. The FCC's MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established for equipment operating at frequencies range from 300 Mhz to 1,500 Mhz the Occupational/Controlled limit of(f/300) mW/cm2 where f is the Frequency in (MHz) and the General Population/ Uncontrolled limit of(f/1500) mW/cm where f is the Frequency in (MHz). For equipment operating at frequency ranges from 1900 MHz to 100,000 MHz, the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled MPE limit of 1.0 mW/cm2. These limits are considered protective of these populations. EBI Consulting 0 21 B Street • Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No.617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York Table I: Limits for Maximum Permissible Exposure(MPE) (A)Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Averaging Time Power Density(S) (MHz) Strength(E) Strength(H) (mW/cm2) [E]2, [H]2,or S (Vim) Alm minutes 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f)* 6 30-300 61.4 1 0.163 1.0 6 300-1,500 — -- f/300 6 1,500-100,000 5 6 (B)Limits for General Population/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength(E) Strength(H) Power Density(S) [E]2, (mW/cm) [H]2,or S CVlm) Alm minutes 0.3-1.34 } 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (I 80/f2)*__ _ 30 30-300 27.5 0.073 i 0.2 30 300-1,500 -- -- f/1,500 _ 30 1,500-100,000 -- -- 1.0 30 f=Frequency in (MHz) *Plane-wave equivalent power density Figure 1. FCC L/mits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1,000 —�— -- -1 r r _T. OccupationaUControlled Exposure � H --- General PopulationlUncontrolled Exposure) E 100 }_U E \ N to- 0 \\ a> w � Q. \ i i 0.1 _ 0.03 03 ? 3 30 300 t 3,000 30,000 }300,000 1.34 1,500 100,000 Frequency (MHz) EBI Consulting• 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. 617958 EBI Project No.6222007174 4 International Drive, Rye Brook, New York Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Occupational Public MPE Frequency MPE Microwave Point-to-Point) 5,000-80,000 MHz 5.00 mW/cmZ 1.00 mW/cmZ J Broadband Radio(BRS) 2,600 MHz 5.00 mW/cmZ 1.00 mW/cmZ Wireless Communication (WCS) 2,300 MHz 5.00 mW/cmZ 1.00 mW/cmZ Advanced Wireless(AWS 2,100 MHz 5.00 mW/cmZ 1.00 mW/cmZ Personal Communication (PCS) 1,950 MHz 5.00 mW/cmZ 1.00 mW/cmZ Cellular Telephone 870 MHz 2.90 mW/cmZ 0.58 mW/cmZ Specialized Mobile Radio (SMR) 855 MHz 2.85 mW/cmZ 0.57 mW/cmZ Long Term Evolution LTE 700 MHz 2.33 mW/cmZ 0.47 mW/cm' Most Restrictive Frequency Range 30-300 MHz 1 1.00 mW/cmZ 0.20 mW/cmZ MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons,regardless of age,gender, size, or health. Verizon Wireless' public utility wireless communications facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed above ground level, affording a larger line- of-sight area. Antennas are constructed to propagate towards the horizon,with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. EBI Consulting • 21 B Street • Burlington, MA 0I803 • 1.800.786.2346 APR 17 2023 LAW OFFICES OF SNYDER & SNYDER, LLP VILLAGE OF RYE BROOK 94 WHITE PLAINS ROAD BUILDING DEPARTMENT NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212)749-1448 FAX(914) 333-0743 (973)824-9772 FAX(21 2)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO Isnyder@snyderlaw.net DOUGLAS W.WARDEN Tarrytown office M. FRY DAVID L. SNYDER (1956-2012) April 17, 2023 Mr. Steven Fews, Building Inspector Village of Rye Brook 938 King Street Rye Brook,New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the Building located at 4 International Drive. Rye Brook New York Dear Mr. Fews: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a wireless telecommunication facility ("Facility") on an existing building (`Building") at 4 International Drive, Rye Brook, New York. The Facility is an eligible facilities request and pursuant to federal law and Section 250-39D. of the Village Code, the Facility is permitted by building permit. As you may recall, we submitted the building permit application for the Facility on April 3,2023. Although not legally required, enclosed please find a Radio Frequency-Electromagnetic Energy (RF-EME) Jurisdiction Report ("RF Report") dated April 17, 2023, prepared by EBI Consulting for the captioned site in accordance with the FCC regulations. Kindly let me know when the building permit will be ready to be picked up. If you have any questions, please do not hesitate to contact me at (914) 333-0700. Res su; itted, rli .. Snyde LJS: erw Les r Enclosures cc: Jennifer Gray, Esq. Verizon Wireless Z:\SSDATA\WPDATA\SS4\WPWEWBANNCOUTSIDE NYC SITEMPURCHASE 2 RELA(ALT.KING STREET)\ZONINMCOVERLETrM4.17.2023.FRd.RTF Building\P,ernut Check List & Zoning Analysis OB & Q ONLY Address: T' T� `1J O� T C_� �-W Iz- SBL• Zone U e Const.Types- ` Other. Submittal Date: `� � -�3 Revisions Submittal Dates: Applicant 1 00\ ( e- \e Nature of Work \ � (1 N U CYI Ffl C �`( �� IRfD . Reviews:ZBA: LULJ PB: BP: Other. NEED OK �� FEES:Filing s. BP: �' C/O: Legalization: APP.: Date Stamped Properly Signed: SBL Verified. Cross Connection: F.O.G.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO.: Long Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current Archival• Sealed: Unacceptable: ( � &Date Stamped: Sealed Copies Electronic: Other. ( censer Workers Comp: Liability: Comp.Waiver. Other. ( ) ( ) Code 753#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL.Plans: Permit N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit Nat.Gas: LP Gas: Grease Trap: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK: Plans: Permit FUEL TYPE: Other. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. _ ( ) ( ) Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval notes: REQUIRED EXISTING PROPOSED NOTFS APPROVM Circle. oafei Fron e: _ Fmnt Front F.A.R.: en Space H�ht: Stories: notes: k 1 1 n1 S\l(fin C O CO - f Page 1 of 1 64. O CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD04/19/2023/YY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis Towers Watson Certificate Center NAME: Willie Towers Watson Northeast, Inc. PHONE 1-877-945-7378 FAX 1-888-467-2378 c/o 26 Century Blvd A/C No: AIL P.O. Box 305191 EDDRESS: sa AD DR certificates@willis.cc Nashville, TN 372305191 USA INSURERS AFFORDINGCOVERAGE NAIC0 INSURER A: Travelers Indesanity Company 25658 INSURED INSURERS: Phoenix insurance Company 25623 TriStruX LLC 473 US Highway 46 INSURER C: Travelers Property Casualty Company of Ame 25674 Clifton, NJ 07011 INSURERD: Navigators Insurance Company 42307 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:W28747865 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR'I POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS MADE OCCUR DAMAGE TO RENTED 1,000,000 PREMISES Ea occurrence $ A MED EXP(Any one person) $ 15,000 Y Y DT-CO-333D3918-TIA-23 04/01/2023 04/01/2024 PERSONAL BADVINJURY $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 4,000,000 POLICY X PRO LOC 4,000,000 JECT PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED Y Y 810-5W216965-23-26-G 04/01/2023 04/01/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident C X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE Y Y CUP-SW991889-23-26 04/01/2023 04/01/2024 AGGREGATE $ 5,000,000 DED I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN N STATUTE ER C ANYPROPRIETOR/PARTNER/EXECUTIVE E 1,000,000 OFF ICER/M EMBER EXCLUDED? NIA Y UB-5W287755-23-26-G 04/01/2023 04/01/2024 .EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Excess Liability Y Y MR23EXCZ07ZNIIV 04/01/2023 04/01/2024 $7,000,000 xs of $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Certificate Holder is included as an Additional Insured as respects to General Liability, Auto Liability and Umbrella/Excess Liability. General Liability if required by written contract, Auto Liability and Umbrella/Excess Liability policies shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of Certificate Holder with respects to General Liability, Auto Liability, Umbrella/Excess Liability and Workers Compensation as permitted by law. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook, NY 10573 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SIR ID: 24032076 HATCH: 2940793 PORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 201-933-9301 TriStrux,LLC 473 US Highway 46 1c. NYS Unemployment Insurance Employer Registration Number of Clifton, NJ 07011 Insured 50A2708 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e., a Wrap-Up Policy) Number 85-1009418 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Travelers Property Casualty Company of America Village of Rye Brook 3b. Policy Number of Entity Listed in Box"1a" 938 King Street UB-5W287755-23-26-G Rye Brook, NY 10573 3c. Policy effective period 04/01/2023 to 04/01/2024 3d.The Proprietor, Partners or Executive Officers are �X 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". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled 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 the 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 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: Mary Dilella (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ` 1 (Signature) (Date) Title: Client Service Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 212-915-8816 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 D C C APR' 211.3 VILLAGE OF RYL'SROO{( BUILDING DEPARTMENT W I �-T i i 100 Corporate Drive,Suite 202 Lebanon,NJ 08833 Ph 908.323,2513 Fax 908.323,2525 4 INTERNATIONAL DRIVE FRE COPY www.schererdesigngroup.com RYE BROOK,NY 10573 �aGONNO(Y SITE NAME: PURCHASE 2 RELO SCOPE OF WORK: -.4 Er COLWCF;5r 4-0 s, NY PROFESS8 The Installation Of An Unmanned Telecommunications Facility Including IT ISAVIOLATION PERSON, Concealment Walls And An Equipment Platform With(3)Equipment UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Cabinets,(11)Proposed Panel Antennas,(12)RRH Units,(2)GPS Units ENGINEER,TO ALTER THIS DOCUMENT IN ANYWAY. And Associated Appurtenances Located On The Roof. SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, PROJECT DIRECTORY: APPLICANT: 'fC APPLICANT: VERIZON: Verizon Wireless 4 Centerock Road PROPERTY SPECIALIST: T' SITE LOCATION: West Nyack,NY 10994 Mike He pp � # 4 INTERNATIONAL DRIVE (973)903- PROPERTY OWNER: 4225 vlwnzon,*��g RYE BROOK, NY, 10573 George Comfort&Sons,Inc RF ENGINEER: WIRELESS 200 Madison Avenue Ali Aljibori New York,NY 10016 (914)714-7224 CONSTRUCTION MANAGER: 4 CENTEROCK ROAD George Obsuth WEST NYACK,NY 10994 (973)418-9002 ENGINEERING PROJECT MANAGER: Kyle B Isma CONTRACTOR SHALL CONTACT SOG PRIOR TO ORDERING yy 908)323-2513 \ MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE ,�, / • , ;,, THAT THEY HAVE THE LATEST REVISION OF THE I CONSTRUCTION DOCUMENTS • t.6',,tit,zrn t� t C.s�IF!fJ r� KEY MAP LOCA`riON MAP SITE COORDINATES 0 ISSUED FOR PERMIT 03/31/23 AS NOT TO SCALE NOT TO SCALE LATITUDE:N41°3'4.0"(NAD83) NO, ISSUE OR REVISION DATE BY LONGITUDE:W73°41'25.1"(NAD83) DWG. DWG.TITLE DWG. DWG.TITLE GROUND ELEVATION:333'+l-(NAVD88) C1 COVER PAGE APPLICABLE BUILDING CODES AND STANDARDS LEGAL DESCRIPTION: PROJECT TITLE: S1 ROOF PLAN SUBCONTRACTOL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDIC'S WORK SHALL TION(HJ)FORTHELOCATION.THE EDITION OF MPLY WITH ALL APPLICABLE NATIONAL,STATE.N EAO JA ADOPTED CODES AND STANDARDS PC:20202157076 LC:617958 CONSTRUCTION DOCUMENTS S2 3RD FLOOR PLAN IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. TAX ID:124.82-1-1 S3 ELEVATION BUILDING CODE:2020 BUILDING CODE OF NEW YORK STATE PARCEL:12408200010010000000 SITE NAME: S4 DETAILS ELECTRICAL CODE:NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)70-2014,NATIONAL ELECTRICAL CODE,AS ADOPTED BY NEW YORK PURCHASE 2 RELO S5 ANTENNA LAYOUT(ALPHA&GAMMA SECTORS) S6 ANCORAGE DETAILS MECHANICAL CODE:2020 MECHANICAL CODE OF NEW YORK STATE SITE ADDRESS: S7 ANTENNA LAYOUT(BETA SECTOR) PLUMBING CODE:2020 PLUMBING CODE OF NEW YORK STATE 4 INTERNATIONAL DRIVE S8 ANTENNA DETAILS(BETA SECTOR) LIGHTNING PROTECTION CODE:NFPA 780.2006,LIGHTNING PROTECTION CODE RYE BROOK,NY,10573 S9 BEAM ANCHORAGE DETAILS FUEL GAS CODE:2020 FUEL GAG CODE OF NEW YORK STATE O�� PC:20202157076 LC:617958 RE S10 RRH DETAILS ENERGY CODE:2020 ENERGY CONSERVATION CODE OF NEW YORK STATE PERMITS TAX ID:124.82-1-1 S11 DUNNAGE LAYOUT SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST APPROVED OF THE FOLLOWING STANDARDS: SBL# / — PARCEL:12408200010010000000 S12 STRUCTURAL DETAILS DATE UE R AMERICAN CONCRETE INSTITUTE(ACI)318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE SDG PROJECT#:22VZN002 AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC),MANUAL OF STEEL CONSTRUCTION,ASD,THIRTEENTH EDITION, BUILDING INSPECTCI Se of Rye Brook,NY E1 ELECTRICAL DETAILS AISC 360,SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS SCALE:AS NOTED DATE:03/31/23 E2 ELECTRICAL DETAILS TIA-222-H,STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES, E3 ELECTRICAL NOTES TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS DRAWN BY:AS CHECKED BY:KB E4 ELECTRICAL NOTES NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)101(2015),LIFE SAFETY CODE,NFPA 37(2002),STATIONARY COMBUSTION ENGINES AND GAS TURBINES,NFPA 853(2003),STANDARD FOR THE INSTALLATION OF STATIONARY FUEL POWER PLANTS GN GENERAL NOTES DRAWING TITLE: AMERICAN WELDING SOCIETY(AWS)D1.1(2004),STRUCTURAL WELDING CODE-STEEL INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81,GUIDE FOR MEASURING EARTH RESISTIVITY,GROUND (TYPICAL DRAFTING STANDARDS FOR ALL SHEETS) PROJECT INFORMATION IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100(1999)RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT COVER PAGE Existing Light,Upper And Lower Case Lettering PROJECT CODE:20202157076 IEEE C2 NATIONAL ELECTRIC SAFETY CODE(NESC)2012 When Labeling Existing Features LOCATION CODE:426001 BOLD,UPPER CASE LETTERING WHEN LABELING TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS PROPOSED PROPOSED FEATURES ANSI T1.311,FOR TELECOM-DC POWER SYSTEMS-TELECOM,ENVIRONMENTAL PROTECTION DRAWING NO.: PAGE NO.: Light Lines Represent Existing Features FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN,WHERE THERE IS CONFLICT C1 1 of 18 DARK LINES REPRESENT PROPOSED FEATURES BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL GOVERN. PROPOSED VERIZON CABLES ROUTED VERTICALLY UP BULKHEAD PROPOSED VERIZON CABLES ROUTED ALONG ROOF EXTERIOR WITHIN 12"WIDE COVERED CABLE TRAY. tip WITHIN 12"WIDE COVERED CABLE TRAY. SEE DETAIL 2/S4 �G�OR SEE DETAIL 7/S4 PROPOSED VERIZON ELECTRIC TELCO AND GROUND CgMMq 0' �P`'��,�� PROPOSED VERIZON ELECTRIC,TELCO,AND CONDUITS TO PENETRATE BULKHEAD EXTERIOR 345. S�Cr P�,P Pti GROUND CONDUITS ROUTED ALONG ROOF SEE DETAIL S/S4 AI�M�rH ,��,d SEE DETAIL 3/S4 � A PROPOSED VERIZON ELECTRIC, TELCO,AND GROUND CONDUITS PROPOSED VERIZON CONCEALMENT ROUTED VERTICALLY UP FROM 3RD FLOOR WITHIN EXISTING �p F� BUILDING CHASE TO EXISTING BULKHEAD ON THE ROOF r'•9� SEE DETAIL 2/S4 Fp 100 Corporate Drive,Suite 202 Lebanon,NJ 08833 0� Ph 908,323,2513 Fax 908 323.2525 ti www.schererdesigngroup.com aEW y0,9 f O �ONN0 C L EN r———————--——— NYPROFES fp L o�F ��18 IT IS A VIOLATION 0 PERSON, UNLESS ACTING UNDER T OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, 34S• I I APPLICANT: 3) PROPOSED VERIZON RRH UNITS AND 11 6—CIRCUIT OVP BOX ATTACHED TO PROPOSED ANTENNA PIPES BEHIND CONCEALMENT 74 �` I �� SEE DETAIL 1/S10 7 I z 7/ 1z I Existing Access Door �Zd vzle�%rizo o 7 I • ————.\\ (4) PROPOSED VERIZON ANTENNAS ATTACHED TO BULKHEAD WIRELESS —————— — ROOF WITH KICKBACKS BEHIND CONCEALMENT PROPOSED VERIZON EQUIPMENT LOCATION // (ALPHA SECTOR; 120'AZIMUTH) 4 CENTEROCK ROAD WITH CONCEALMENT WALLS ——————� O SEE DETAIL 1 S5 WEST NYACK,NY 10994 SEE SHEET S11 FOR DETAILED LAYOUT ❑ 0 PROPOSED VERIZON CONCEALMENT O CONTRACTOR SHALL CONTACT SOG PRIOR TO ORDERING Existing Satellite Dish MATERIAL OR BEGINNING CONSTRUCTION TO ENSURE Typ) MA THAT THEY HAVECONSTRUCTION I LATEST REVISION OF THE Existing AT&T Coble Troy C O Existing AT&T ® +� Antennas Below (TYP) C L n �' (3)PROPOSED VERIZON ANTENNAS ATTACHED TO BULKHEAD C R06F WITH KICKBACKS BEHIND CONCEALMENT (3)PROPOSED VERIZON RRH UNITS AND (1) 6—CIRCUIT — (GAMMA SECTOR;345'AZIMUTH) OVP BOX ATTACHED BEHIND PROPOSED CONCEALMENT SEE DETAIL 2/S5 SEE DETAIL 1/S10 (3)PROPOSED VERIZON RRH UNITS AND(1)6—CIRCUIT OVP BOX ATTACHED TO PROPOSED ANTENNA PIPES � 0 BEHIND CONCEALMENT a 0 ISSUED FOR PERMIT 03/31/23 AS SEE DETAIL 1/S10 NO. ISSUE OR REVISION DATE BY CABLE LENGTH CHART SECTOR LENGTH PROJECT TITLE: ALPHA 75' PROPOSED VERIZON CONCEALMENT BETA 135' CONSTRUCTION DOCUMENTS GAMMA 65' j SITE NAME: (4)PROPOSED VERIZON ANTENNAS ATTACHED TO PURCHASE 2 RELO PROPOSED ANTENNA MOUNT BEHIND CONCEALMENT NOTES: BETA SECTOR; 202'AZIMUTH) 1 LINES FROM OVP BOX TO SITE ADDRESS: EE DETAIL 1/S7 RRH NOT TO EXCEED 4. INTERNATIONAL 0573E 15 FEET IN LENGTH. RYE PC:20202157076 LC:617958 2. COAX JUMPERS FROM RRH TAX ID:124.82-1-1 ExistingAT&T Equipment Platform TO ANTENNA TO BE THE PARCEL:12408200010010000000 SAME LENGTH AND NOT TO �0 EXCEED 15 FEET. SDG PROJECT#:22VZN002 3. CONCEALMENT WALLS SHALL SCALE:AS NOTED DATE:03/31/23 BE PAINTED TO BE COLOR MATCHED TO THE EXISTING SCREEN AND PENTHOUSE DRAWN BY:AS CHECKED BY:KB WALLS. DRAWING TITLE: Parking Lot 1 ROOF PLAN S3 DRAWING NO.: PAGE NO.: 1 ROOF PLAN 0 to' 20' 11x17 SCALE:3/64"=V-0" 22x34 SCALE:3/32"=V-0" S1 2 of 18 ti0. 0. _ � to = Existing Water Main �4 . 0 o PROPOSED VERIZON GROUND ATTACHED TO STREET SIDE OF EXISTING WATER MAIN 100 Corporate Drive,Suite 202 SEE DETAIL 2/E2 Lebanon,NJ 08833 Ph 908,323.2513 Fax 908.323.2525 www.scherertlesigngroup.com � PROPOSED VERIZON TELCO ENCLOSURE ATTACHED TO TELCO ROOM WALL. FINAL \�_ Y0R � PROPOSED AREA OF WORK LOCATION TO BE DETERMINED. /�°��°""'0`r 4t L—SEE SHEET 2/S2 FOR DETAIL LAYOUT d.N W 1 CbLLN K� 1 3RD FLOOR KEY MAP / NYPROFES "u N@N{E 018 -7 LA NY PERSON, 1 1x1 7 SCALE:NTS 22x34 SCALE:NTS / UNLESS ACTOIUND�RTHE`DIRECTIONOFA LICENSED W / ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY, SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. I- APPLICANT: vltmrizo V Bathroom WIRELESS " 4 CENTEROCK ROAD WEST NYACK,NY 10994 W / CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING V MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. W / PROPOSED VERIZON 200A METER AND DISCONNECT ATTACHED TO ELECTRIC METER ROOM WALL. FINAL LOCATION TO BE DETERMINED /1 Elevator Bathroom PROPOSED VERIZON ELECTRIC,TELCO,AND GROUND Shaft CONDUITS ROUTED ALONG 3RD FLOOR CEILING SEE DETAIL 1/S4 0 ISSUED FOR PERMIT 03/31/23 AS Existing Verizon Electric Service N0. ISSUE OR REVISION DATE BY PROJECT TITLE:. PROPOSED VERIZON ELECTRIC,TELCO,AND GROUND Elevator CONDUITS ROUTED VERTICALLY UP Shaft CONSTRUCTION DOCUMENTS WITHIN EXISTING BUILDING CHASE TO EXISTING BULKHEAD ON THE ROOF SITE NAME: PURCHASE 2 RELO ti SITE ADDRESS: / 4 INTERNATIONAL DRIVE Existing Stairwell RYE BROOK,NY,10573 PC:20202157076 LC:617958 1 TAX ID:124.82-1-1 PARCEL:12408200010010000000 SDG PROJECT#:22VZN002 SCALE:AS NOTED DATE:03/31/23 DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: 3RD FLOOR PLAN DRAWING NO.: PAGE NO.: 2 3RD FLOOR PLAN 0 4' 8' 11x17 SCALE:118"=V-0" 22x34 SCALE:1/4"=1'-0" S2 3 Of 18 NOTES: 1. (2) PROPOSED GPS UNIT ATTACHED TO PROPOSED ANTENNA PIPES NOT SHOWN FOR CLARITY. SEE DETAIL 6/S4 TOP OF GPS: 61'-0"+/— AGL : tr' 2. �4) PROPOSED ANTENNAS ATTACHEDO BULKHEAD ROOF WITH KICKBACKS BEHIND CONCEALMENT (ALPHA SECTOR; 120'AZIMUTH) NOT SHOWN FOR CLARITY. SEE DETAIL 1/S5 100 Corporate Drive,Suite 202 TOP OF ANTENNAS: 61'-0" +/—AGL Lebanon,NJ 08833 RAD CENTER: 59'-0" +/— AGL Ph 908,323.2513 Fax 908.323.2525 3. CONCEALMENT WALLS SHALL BE www.schererdesigngroup,com PAINTED TO BE COLOR MATCHED TO THE EXISTING SCREEN AND PENTHOUSE SEW YOq�, WALLS. F�coNNo C EN J NY PROFMlQ,, EGEEO 018 IT IS A VIOLATION OF a.A-F R,ANY PERSON, (3) PROPOSED VERIZON ANTENNAS ATTACHED TO BULKHEAD UNLESS ACTING UNDER THE IRE-ONOFALICENSED ROOF WITH KICKBACKS BEHIND CONCEALMENT ENGINEER,TO ALTER THIS DOCUMENT IN ANYWAY. (GAMMA SECTOR; 345'AZIMUTH) SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL SEE DETAIL 2/S5 APPLICANT: PROPOSED VERIZON CONCEALMENT PROPOSED VERIZON CONCEALMENT r' �4)PROPOSED VERIZON ANTENNAS ATTACHED TO viurizon PROPOSED ANTENNA MOUNT BEHIND CONCEALMENT (BETDET AIL O;202'AZIMUTH) WIRELESS AD 62'-0" +/—AGL WEST NYACOKCNY�0994 TOP OF VERIZON CONCEALMENT 62'-0"+/-AGL 61'-0" +/-AGL CONTRACTOR SHALL CONTACT SDC PRIOR TO ORDERING TOP OF VEPit.ON CONCEALMENT TOP OF ANTENNAS MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE Existing Bulkhead THAT THEY HAVE THE LATEST REVISION OF THE 61'-0"+/—AGL 59'-0" +/-AGL CONSTRUCTION DOCUMENTS. PROPOSED VERIZON CONCEALED TOP OF ANTENNAS RAD CENTER EQUIPMENT PLATFORM (BEYOND) SEE SHEET S1 59'-0"+/—AGL Existing AT&T Antennas (Typ) RAD CENTERS Existing AT&T Concealed Equipment Platform 55'-0" +/—AGL Top Of Bulkhead 44'-6" +/— AGL Top Of Parapet --------------------------------- ------------------------- 41-0 + — AGL ------------------------- Roof 0 ISSUED FOR PERMIT 03/31/23 AS NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NAME: PURCHASE 2 RELO SITE ADDRESS: 4 INTERNATIONAL DRIVE Grade 0'-0"AGL RYE BROOK,NY,10573 333 + — NAVD88 PC:20202157076 LC:617958 TAX ID:124.82-1-1 PARCEL:12408200010010000000 SDG PROJECT#:22VZN002 SCALE:AS NOTED DATE:03/31/23 DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: ELEVATION DRAWING NO.: PAGE NO.: 1 WESTERN ELEVATION 0 lot 20' 11x17 SCALE:3164"=V-0" 22x34 SCALE:3132"=1'-0" S3 4 of 18 UNISTRUT P1000 X 12" UTILITY CONDUITS WITH PIPE CLAMPS/COAX WITH STACKABLE 4 1 2" (CONDUIT)OR 1-5/8"X / COAX ANTENNA CABLES 1-5 $"COMSTRUT X 12 SNAP—IN HANGERS(NUMBER MIN Masonry Wall WITH SNAP IN HANGERS OF CONDUITS/COAX COAX VARY COAX11.ATTACH USING / ) (NUMBER OF COAX VARY) d SEE PLAN FOR LOCATIONS FILL VOID BETWEEN WALL HILTI FS—ONE MINIMUM (2) 3/8 DIA. THREADED " " RODS AND HILTI HY-270 �j AND CONDUIT WITH 4 MIN 1/4 THICKNESS TO BE DUNNAGE BEAM WITH SCREEN TUBES AND SEAL PERIMETER MINERAL GATT INSULATION INSTALLED FLUSH WITH ' s41 WATERTIGHT EACH SURFACE (TYP) 4"MIN EMBEDMENT 1-5/8"X 1-5/8" Masonry Wall I I ______ ___________ __ �PIPE COMSTRUT INSTALLATION NOTES: — (SIZE VARIES) I I 1) 4' MAXIMUM SUPPORT 100 Corporate Drive,Suite 202 NOTES: SPACING WHERE COAX HILTI FS—ONE MINIMUM " CONDUIT PENETRATION, Lebanon,NJ 08833 ALL EXPOSED UNISTRUT OR COMSTRUT CABLES ARE PRESENT. 1/4"THICKNESS TO BE SEE PLANS FOR SIZE Ph 908,323.2513 Fax 908.323.2525 M6 6.L-I -a- INSTALLED FLUSH WITH AND TYPE. PROVIDE CAP(MODEL P860-10 OR 2) 10' MAXIMUM SUPPORT EACH SURFACE(TYP) SUPPORT AS PER ANTENNA PIPE www.sc ENDS TO BE CAPPED WITH UNISTRUT hererdesigngroup.com COMSTRUT CAP(MODEL#CR655) SPACING WHERE ONLY NEC REQUIREMENTS GPS UNIT ��w Y°Rk UTILITY CONDUITS ARE CORE DRILL THROUGH o� oa""0<<Y PRESENT. WALL AS REQUIRED 1-5/8" X 1-5/8" UNISTRUT P1000 z COAX/CONDUIT MASONRY SUPPORT INSTALLATION NOTE: '� UNISTRUT P2786 BEAM 11x17 SCALE:NTS 22x34 SCALE:NTS ANCHOR CONDUIT ADJACENT TO i NOM.SCH. 40 PIPE EN qL CLAMP OR EQUAL(TYP) PENETRATION TO PREVENT NYPR0FEs �087018 UTILITY CONDUITS NUMBER PIPE MOVEMENT, UL—CLASSIFIED SYSTEM:C—AJ-1226 rR ( IT IS A VIOLATION OF T VAr'FOR ANY PERSON, UTILITY CONDUITS VARIES AS NECESSARY) UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. WITH PIPE CLAMPS 4 CONDUIT FIRESTOP DETAIL SITE PRO 1 UNIVERSAL SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. (NUMBER OF CONDUITS VARY) PIPE ADAPTOR KIT 11x17 SCALE:NTS 22x34 SCALE:NTS HOLD DOWN CLAMP FASTENED PART# UPC1 APPLICANT: TO 4"X4"WITH 1/4"X1"LONG CONDUIT PENETRATION,SEE PLANS FOR SIZE AND INSTALLATION NOTE: SELF DRILLING SCREWS TYPE, PROVIDE SUPPORT AS PER O PROPOSED 2X6 METAL NEC REQUIREMENTS ANCHOR CONDUIT COAX CABLE STUD(TYP) ADJACENT TO NOTE: PENETRATION TO verizon EXTERIOR SIDE OF PREVENT PIPE ALL EXPOSED UNISTRUT ENDS O METAL SHEETING MOVEMENT. WIRELESS TO BE CAPPED WITH UNISTRUT CAP(MODEL #P2860-50) PROVIDE WATERTIGHT 4 CENITEROCK ROAD 4"x4"xl/8"GALVANIZED TUBE STEEL CUT SEAL TO REQUIRED LENGTH.SET ON 1/4"RUBBER MAT WEST NYACK,NY 10994 COMPATIBLE WITH ROOFING MEMBRANE.RUBBER MAT I I TO I`"ATTACHED TO SLEEPER WITH SCREWS. INSTALL I _ _ _ _ I _ _ _ _ _ _ PIPE CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING $L.EEPER EVERY 10'-0"WHEN MOUNTED ON ROOF. I 1 I MATERIALS OR BEGINNIT HENG CONSTRUCTION TO ENSURE HAVEREVIS NOTES: (SIZE VARIES) THAT THEYCONSTRUCTIONTEST DOCUMENTS.ON OF THE I II 1) 4' MAXIMUM SUPPORT SPACING NOTES:LS. PROPOSED FIRE WHERE COAX CABLES ARE PRESENT. 1) CONTRACTOR TO COORDINATE WITH OWNERS ROOFING RESISTANT PLYWOOD, PENETRATE THROUGH COMPANY TO OVERSEE ANY WORK AS TO NOT VOID 3/4"THICK WALL AS REQUIRED 2) 10' MAXIMUM SUPPORT SPACING WHERE ANY CURRENT ROOFING WARRANTY/GUARANTEE. (PAINT TO MATCH ONLY UTILITY CONDUITS ARE PRESENT. BUILDING EXTERIOR Interior Side Of Wall 2) 10'MAXIMUM SUPPORT SPACING WHERE ONLY UTILITY SEE DETAIL 8/ANT-00 INTERIOR SIDE OF PROPOSED CONDUITS ARE PRESENT. FIRE RESISTANT PLYWOOD 1 COAX/CONDUIT ROUTING 3 CONDUIT ROUTING e CONDUIT EXTERIOR PENETRATION DETAIL 6 GPS ATTACHMENT DETAIL 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NITS 2204 SCALE:NTS 11 x1 7 SCALE:NTS 22x34 SCALE:NTS 11 x1 7 SCALE:NTS 22x34 SCALE:NTS NOTES: CABLE TRAY COVERS B—LINE PART#'s:807A-12-144 AND PROPOSED 2X6 METAL STUD FI-ATE,CUT TO CONDUIT EXTERIOR 0 ISSUED FOR PERMIT 03/31/23 AS 807A-06-144.COVERS SHALL BE INSTALLED IN ACCORDANCE REQUIRED LENGTH(TYP FOR 2) PENETRATION (BEYOND) SEAL ENTIRE PERIMETER WITH MANUFACTURERS INSTALLATION PROCEDURES AND SEE DETAIL 5/S4 1/4"X5"TAPCON WATERTIGHT 1) CABLE TRAY COVERS SHALL INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'.THIS PROPOSED 2X6 METAL STUD CUT SCREWS(TYP) NO. ISSUE OR REVISION DATE BY BE INSTALLED IN ACCORDANCE INCLUDES CONNECTOR TYPE AND SPACINGS. TO REQUIRED LENGTH,SPACED 1/4"X5"TAPCON #10 SELF DRILLING WITH MANUFACTURERS INSTALLATION AT 24 +/—O.0 SCREWS (TYP) PROCEDURES AND INSTRUCTIONS (TYP FOR 2) SCREWS,6"O.C. (TYP) ) FOR 'HIGH WIND CONDITIONS', THIS WRAP AROUND COVER CLAMP FILL VOID BETWEEN PROJECT TITLE: INCLUDES CONNECTOR TYPE AND (HURRICANE CLAMP) STUDS WITH MINERAL PROPOSED 2X6 METAL STUD, CUT SPACINGS. UTILIZE WRAP AROUND B—LINE PART#: 9A-12-9064 BATT INSULATION TO REQUIRED LENGTH (TYP FOR 2, CONSTRUCTION DOCUMENTS COVER CLAMP(HURRICANE CLAMP) AND 9A-6-9064 1 BEYOND) B—LINE PART#:9A-12-9064 AND I I PROPOSED FIRE RESISTANT SITE NAME: 9A-6-9064. CABLE TRAY STRAIGHT SECTION I PLYWOOD, 3/4 THICK, CONDUIT EXTERIOR PENETRATION B—LINE PART#s:26Al2-12-144 I I CUT TO REQUIRED SIZE SEE DETAIL 5/S4 PURCHASE 2 RELO 2) CONTRACTOR TO COORDINATE WITH AND 26Al2-06-144.SUPPORT I I (PAINT TO MATCH BUILDING CABLES WITH TIE—WRAPS I I EXTERIOR PROPOSED FIRE RESISTANT PLYWOOD, SITE ADDRESS: OWNERS ROOFING COMPANY TO ) OVERSEE ANY WORK AS TO NOT EVERY 6 FT. I 3/4"THICK,CUT TO REQUIRED SIZE 4 INTERNATIONAL DRIVE VOID ANY CURRENT ROOFING HOLD DOWN CLAMP I 1 #10 SELF DRILLING (PAINT TO MATCH BUILDING RYE BROOK,NY,10573 WARRANTY/GUARANTEE. FASTENED TO 4"X4" 1 I SCREWS(TYP) EXTERIOR) PC:20202157076 LC:617958 SLEEPER WITH 1/4" 1V 1 Existing Lintel (Typ) TAX ID:124.82-1-1 3) 4'MAXIMUM SUPPORT SPACING SELF—DRILL SCREWS PARCEL:12408200010010000000 WHERE COAX CABLES ARE PRESENT, o SDG PROJECT#:22VZN002 4) PAINT"DO NOT STEP"ON EACH PROPOSED GYSPUM Building CABLE TRAY COVER IN SAFETY F Existing Lintel BOARD 1/2"THICK Exterior ORANGE AT A MINIMUM OF o ° CUT TO REQUIRED SCALE:AS NOTED DATE:03/31/23 EVERY 12'SECTION. o° SIZE (PAINTTO TOENAIL PROPOSED MATCH INTERIOR) DRAWN BY:AS CHECKED BY:KB 0 0 0 5) SEE ROOF PLAN FOR APPROPRIATE METAL STUD INTO PROPOSED TOP SIZE OF CABLE TRAY. AND BOTTOM DRAWING TITLE: 4"x4"x1/8"GALVANIZED TUBE STEEL SLEEPER CUT TO PLATE (TYP) REQUIRED LENGTH SET ON 1/4"RUBBER MAT COMPATIBLE WITH ROOFING MEMBRANE. INSTALL EVERY 4'-0"WHEN Existing Door DETAILS MOUNTED ON ROOF. RUBBER MAT TO BE EXTERIOR VIEW SECTION VIEW A—A ATTACHED TO SLEEPER WITH SCREWS. 7 CABLE TRAY DETAIL 8 CONDUIT EXTERIOR PENETRATION FRAMING DETAIL 0 1' 2' DRAWING NO.: PAGE NO,: 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:112"=1'-0" 22x34 SCALE:1"=V-0" S4 5 of 18 3 NOM.SCH.40 PIPE, (2) PROPOSED VERIZON GPS NOTE: CUT TO REQUIRED LENGTH (TYP) �+o L4X4X3/8 HORIZONTAL UNITS ATTACHED TO tip •~ PROPOSED ANTENNA PIPES CONTRACTOR TO VERIFY LOCATION WI� �� BRACE,CUT TO ti p• .. .._... 0. REQUIRED LENGTH \SEDETAIL 6/S4 OF ROOF BEAMS PRIOR TO Y .. 8, 8, Existing AT&T Antennas FABRICATING STEEL. BEAM -- --- � __ Below (TYP) v c~n / I Uq ANTENNA ATTACHMENT (3) PROPOSED VERIZON RRH UNITS AND i (1) 6-CIRCUIT OVID BOX ATTACHED i ° K,a f Wim W o / , SEE DETAIL 3/S5 0 ANCHORAGE POINT #4 TO PROPOSED ANTENNA PIPES (CENTERED OVER BEAM SEE DETAIL 1/S10 BELOW) '.�p Roof Access PROPOSED VERIZON SEE DETAIL 1/S6 I 'o � I ��00, CONCEALMENT � 100 Corporate Drive Suite 202 tD i i - --_-- _BEAM Lebanon,NJ 08833 I �_/ �� Ph 908 323.2513 Fax 908.323.2525 (3)PROPOSED VERIZON RRH 1 I / �< I; � ANCHORAGE POINT #3 UNITS AND(1) 6-CIRCUIT x b , am ,j., ( - CENTERED OVER BEAM BELOW www.schererdesigngroup.com OVP BOX ATTACHED TO 3 I , I SEE DETAIL 1/S6 ) PROPOSED ANTENNA PIPES I1?I ANTENNA ATTACHMENT ¢ / I o w vo SEE DETAIL 1/S10 -Bulkhead- SEE DETAIL 3/S5 / i �� Rk ( 1, ONNO� I L4X4X3/8 HORIZONTAL BRACE, to �°�° <Existin ' d Wall (Below) TMU --WSX24- CUT TO REQUIRED LENGTH Existing AT&T Antennas ' I V ( ) (YP) III Below (TYP) L x i fl` r NY PROF NA ER°,W 018 > I( ° p -Roof ' / PROPOSED W8X24 BEAM(TYP) IT ISAVIOLATIO E, PERSON, OI I I_ A - ----- _• 1�,0 A) / W8X24 UNLESS ACTING UNDE ''EDIRECTtONOFALICENSED ENGINEER,TO ALTER T DOCUMENT IN ANYWAY, I: a �Roof- °I I I % I -Bulkhead- SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. ANTOPOSED ENNA(TYP)EL 34g• ,m,.� � APPLICANT; 0 I- ---W8X24--- 1 I _/ .f '- ... x '. 1/2"DIA U-BOLT(TYP) PI / ` Existing Steel Beam 3 3 NOM.SCH.40 PIPE.CUT TO ANCHORAGE POINT#3 (Below) I REQUIRED LENGTH TYP (CENTERED OVER BE OWL) i a (TYP) SEE DETAIL 1/S6 + ____._._I______ _._____ l` �a` PROPOSED VERIZON 'I-W8X24-- - Wwrizonl/ 9 --____I__ I k CONCEALMENT a� / REQUIRED LEINGBHC(TYP U FOR 2)T TO WIRELESS f ANCHORAGE POINT#14 ry I [ �f I (CENTERED OVER BEAM BELOW 1!+ 4 CENTEROCK ROAD 0 a /6 o WEST NYACK,NY 10994 � I SEE DETAIL 1 S to I- ANCHORAGE POINT#1 3`� I 101 Existing Beam I I �- CENTERED OVER BEAM BELOW) �, CONTRACTOR SHALL CONTACT SOG PRIOR TO ORDERING (Below) (Typ) -w_._.________._.__ SEE DETAIL 1/S6 I MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE —.,— -,—— ..__�.L _ .� _.�....� THAT THEY HAVE THE LATEST REVISION Of THE I° - - - W8X24 -� / � L3X3X3/8 KICKBACK,CUT TO W8X24 -�-- CONSTRUCTION DOCUMENTS. 'a BEAM REQUIRED LENGTH (TYP) / 8'-0" +/— �. _— ANCHORAGE POINT #2 EQ. EQ. NOTE: ANCHORAGE POINT #2 (CENTERED OVER WALL BELOW)) DIST. EQ. EQ. DIST. CONTRACTOR TO VERIFY LOCATION 6�-3" SEE DETAIL0/ BEAM BELOW) S6 SEE DETAIL 2/S6 DIST. DIST.Ii OF ROOF BEAMS AND CMU WALLS CL PRIOR TO FABRICATING'STEEL. CMU WALL BEAM BEAM BEAM 1 ANTENNA LAYOUT(ALPHA SECTOR) 0 2' 4' 2 JANTENNA LAYOUT(GAMMA SECTOR) 0 2' 4' 11 x1 7 SCALE:114"=1'-0" 22x34 SCALE:1/2"=V-0" ~� 11x17 SCALE:1/4"=V-0" 22x34 SCALE:1/2"=1'.0" NOTE: 3 NOM.SCH.40 PIPE, CUT TO REQUIRED LENGTH (3)PROPOSED VERIZON RRH UNITS AND(1) 6-CIRCUIT 1 2"DIA. U-BOLT(TYP) 0 ISSUED FOR PERMIT 03/31/23 AS OVP BOX ATTACHED TO REAR OF ANTENNA PIPES / ) NOT SHOWN FOR CLARITY) L40X 1/4 HORIZONTAL BRACE, SEE DETAIL 1/S10 N0. ISSUE OR REVISION DATE BY CUT TO REQUIRED LENGTH 1/2"DIA.U-BOLT(TYP FOR 2 PER WT) PROJECT TITLE: R WT6X15, 6"LONG(TYP) 5/8"DIA. BOLT(TYP) CONSTRUCTION DOCUMENTS tO L3X3X1/4 KICKBACK,CUT SITE NAME: TO REQUIRED LENGTH (TYP) PURCHASE 2 RELO tOX4X3/8 CLIP LONG(TYPSITE ADDRESS: G(TYP FOR 4 INTERNATIONAL DRIVE 0 L3X3X1/4 HORIZONTAL BRAKE, RYE BROOK,NY,10573 N CUT TO REQUIRED LENGTH PC:20202157076 LC:617958 COPE PROPOSED ANGLE TAX ID:124.82-1-1 AS REQUIRED(TYP) PARCEL:12408200010010000000 1 o o SDG PROJECT#:22VZN002 to 5/8"DIA.BOLT WT6X15,6" SCALE:AS NOTED DATE:03/31/23 (TYP FOR 4, 2 BEYOND) LONG 3/8"STIFFENER PLATE o DRAWN BY:AS CHECKED BY:KB FULLY WELDED TO BOTH PROPOSED ANTENNA SIDE OF WEB (TYP FOR DRAWING TITLE: ANTENNA PIPE LOCATIONS) VARIES - SEE DETAILS 1/S5&2/S5 _I ANTENNA LAYOUT r (ALPHA&GAMMA SECTORS) Bulkhead Roof DRAWING NO.: PAGE NO.: 3 ANTENNA ATTACHMENT DETAIL(ALPHA&GAMMA SECTORS) 0 1' 2' 11x17 SCALE:1/2"=V-0" 22x34 SCALE:1"=V-0" i MMEME11S5 6 of 18 NOTES: 3.5 NOM. SCH. 40 PIPE,CUT TO 3 4"DIA. BOLT WITH 314"DIA. BOLT WITH ` REQUIRED LENGTH FULLY WELDED 1 MIN EDGE DISTANCE 1) CONSULT WITH BUILDING MANAGEMENT 1 MIN EDGE DISTANCE TO PLATE (TYP FOR 4, 2 BEYOND) 0� TO UTILIZE BUILDING ROOFER TO ENSURE WARRANTY. 3/8"STIFFENER PLATE (TYP FOR 4,2 BEYOND) w 3/8"STIFFENER PLATE FULLY WELDED TO BOTH PL5 8X6X12"TOP PLATE, L3X3X3/8 KNEE BRACE,CUT SIDES OF WEB (TYP) / FULLY WELDED TO BOTH TO REQUIRED LENGTH (TYP) a O Ln 2) STEEL"FRAME TO BE ELEVATED A MINIMUM ) FULLY WELDED TO PIPE sDiv SIDES OF WEB(TYP) J Z OF 18 ABOVE THE ROOF. CONTRACTOR 3/4"DIA. BOLT(TYP) L3X3X3/8 KNEE BRACE CUT r PL5/8X6X9"TOP PLATE, =a 0 TO VERIFY APPROPRIATE STARTING POINT t � 3/4 DIA. BOLT(TYP) rJ a TO MAINTAIN THIS REQUIREMENT. PL3/8X4X4"FULLY TO REQUIRED LENGTH (TYP) FULLY WELDED TO PIPE PL3/8X4X4"FULLY a i WELDED TO BEAM/PIPE WELDED TO BEAM/PIPE ®>u 3) CONTRACTOR TO VERIFY EXACT LOCATIONS (TYP FOR 2) (TYP FOR 2) OF EXISTING CMU WALL PRIOR TO DUNNAGE BEAM iv w ORDERING STEEL. 100 Corporate Drive,Suite 202 Ul DUNNAGE BEAM DUNNAGE BEAM Lebanon,NJ 08833 4) CONTRACTOR TO CONTACT ENGINEER IF Ph 908.323.2513 Fax 908,323.2525 CONDITIONS ARE NOT AS DEPICTED IN THESE PLANS. tLUI13www.schererdesigngroup.com PITCH PAN FLANGE 0 MINIMIZE COLLAR OF ROOFING MATERIAL 5) ANCHORAGE POINT#3 SHOWN,ANCHORAGE y.ofi 0 POINT #2 SIMILAR. p I SECURED OVER FLANGE NNoc REMOVE/REPLACE INSULATION AS 0 0 PITCH PAN FLANGE Existing Insulation NECESSARY FOR PEDESTAL COLLAR OF ROOFING MATERIAL = Z ______ INSTALLATION (TYP) SECURED OVER FLANGE v FILL WITH POURABLE - ------- ------------- - _' -------------- '� NYPRO oN"t� 87018 SEALER/FILLER - -- _ > L� __---- ----- -�-�: - --------------_ 3a 0 T L1RfiRANYPERS0Ns IT IS A VIOLATI [J_ __________ _____ J UNLESS ACTING IIN- C ION OF A I CEN ED REMOVE/REPLACE INSULATION AS - _- ®- ---------------- ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. NECESSARY FOR PEDESTAL -------------- will- ""` ______________ J i SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, INSTALLATION (TYP)) -------------- N APPLICANT: 3/4"DIA.BOLT WITH NOTES: w,h 1"MIN EDGE DISTANCE I II Existing 1) CONSULT WITH BUILDING MANAGEMENT ; (TYP FOR 4,2 BEYOND) Beam TO UTILIZE BUILDING ROOFER TO 3/8"THICK GUSSET PLATE ENSURE WARRANTY. FULLY WELDED TO PLATE AND FILL WITH POURABLE PIPE (TYP FOR 2, 1 BEYOND) 2) STEEL FRAME TO BE ELEVATED A MINIMUM venzon, SEALER/FILLER WIRELESS PL5 8X12"PLATE FULLY WELDED Existing OF 12"ABOVE THE ROOF. CONTRACTOR TO PIPE,CUT TO BEAM WIDTH CMU Wall TO VERIFY APPROPRIATE STARTING POINT TO MAINTAIN THIS REQUIREMENT. 4 CENTEROCK ROAD 3) CONTRACTOR TO VERIFY EXACT LOCATIONS WEST NYACK,NY 10994 OF EXISTING BEAM PRIOR TO Existing Aluminum Sheathing ORDERING STEEL. CONTRACTOR SHALL CONTACT SOG PRIOR TO ORDERING FILL CELLS IN (3)COURSES OF CMU MATERIALS OR BEGINNING CONSTRUCTION i ENSURE THAT THEY HAVE THE LATEST REVISION O OF THE 4) CONTRACTOR TO CONTACT ENGINEER IF BLOCKS BELOW PLATE WITH 3/4"DIA.THREADED ROD ANCHOR USING CONSTRUCTION DOCUMENTS. SECTOR LEGEND CONDITIONS ARE NOT AS DEPICTED IN NON-SHRINK GROUT(FILL SOLID) LHILTI HY-270 WITH SCREEN TUBES AND THESE PLANS. 12"MIN EM3EDMENT AND 1"MIN EDGE ALPHA SECTOR -ANCHORAGE POINTS#1 & #4 PL5/8X8X18"BASE PLATE DISTANCE (TYP FOR 2 PER ATTACHMENT) 5) ANCHORAGE DETAIL SHOWN IS FOR ALPHA BETA SECTOR - ANCHORAGE POINTS #1 3.5 NOM. SCH. 40 PIPE, 3/8"GUSSET PLATE,, #2 & #3 AND GAMMA SECTORS.SEE SECTOR LEGEND CUT TO REQUIRED LENGTH. FULLY WELDED TO PLATE AND SHEET S5 FOR LOCATIONS. FULLY WELDED TO PLATE. AND PIPE (TYP FOR 4) 1 ANCHORAGE POINTS(ALPHA/GAMMA SECTORS) 0 6" 12" 2 JANCHORAGE POINTS#2&#3(ALPHA SECTOR) 0 6" 12" 11x17 SCALE:3/4"=V-0" 22x34 SCALE:1-1/2"=V-0" 11x17 SCALE:3/4%V-0" 22x34 SCALE:1-1/2"=V-0" 0 ISSUED FOR PERMIT 03/31/23 AS NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NAME: PURCHASE 2 RELO SITE ADDRESS: 4 INTERNATIONAL DRIVE RYE BROOK,NY,10573 PC:20202157076 LC:617958 TAX ID:124.82-1-1 PARCEL:12408200010010000000 SDG PROJECT#:22VZN002 SCALE:AS NOTED DATE:03/31/23 DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: ANCHORAGE DETAILS DRAWING NO.: PAGE NO.: S6 7 of 18 (3)PROPOSED VERIZON RRH UNITS AND (1) 6—CIRCUIT OVP BOX ATTACHED TO ANCHORAGE 0 PROPOSED ANTENNA MOUNT POINT#1 BEAM PIPE ti ry SEE DETAIL 1/S 10 / �' BEAM/PIPE 6'-6- 6" + 0E—N Existing Vent ____ ____ ____ __ PROPOSED VERIZON CONCEALMENT kiW,I mvm 0 aim SEAL AROUND ANCHORAGE ANCHORAGE u„�= BEAM WATERTIGHT ((TYP)) / SEE DETAILS 1&2/S9 ' I 1 POINT#6 2.5 NOM.SCH.40 PIPE, CUT TO REQUIRED LENGTH 100 Corporate Drive,Suite 202 ANCHORAGE I (PIPE TO EXTEND 1'ABOVE Lebanon,NJ 08833 POINT#5 I I ANTENNA- TYP FOR 2) Ph 908,323.2513 Fax 908.323,2525 I www.schererdesigngroup.com II I p I I ANCHORAGE b� ,,�',N YORR 1 POINT#2 ''`cONN1044y PROPOSED ANCHORAGE BEAM /� d W6X15, 5'-0"LONG (TYP FOR 6) „ I ANTENNA MOUNT -QkfL ENNY PRO ESS®NA 6 v 87018 PL1 2X6X9 BASE PLATE CENTERED/ I SEE DETAIL 2/S8 �� ANCHORAGE ON PROPOSED BEAMS(TYP) I IT ISAVIOLATIO NY PERSON, POINT #4 I rn rn UNLESS ACTING UNDUE ON OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. `rf) SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. Existing I APPLICANT: Concealment I m Kickback I I I Existing ANCHORAGE W POINT #3 � YP) Unit : Existing Q Conceolment viwriWIRELESS W Existing ao Channel UPPER DUNNAGE LAYOUT (TYP) SEE DETAIL 2/S7 4 CENTEROCK ROAD WEST NYACK,NY 10994 1' 6" rJ' 6" 3' 6" 6" Y CONTRACTOR SHALL CONTACT SOD PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE +/ Existing AT&T �` t 1r' CONSTRUCTION DOCUMENTS. Existing AT&T Antenna Cable Troy ' 1 Below (TYP) BEAM Y r k 1 LOWER CURB LAYOUT PLAN(BETA SECTOR) 0 2' 4' 1 1x1 7 SCALE:114"=V-0" 22x34 SCALE:112"=1'-0" tipR�y 0 3'-0" 3'-6" In ' 4 Existing ° Existing Vent Conceolment LU , ,� (Below) ?J f!` ———— —W6X15——— —% W a 1i 0 ISSUED FOR PERMIT 03/31/23 AS 2.5 NOM, SCH.40 PIPE, Existing o CUT TO REQUIRED LENGTH y� Channel w F' NO. ISSUE OR REVISION DATE BY (PIPE TO EXTEND 1'ABOVE +� I (TYP) v``')to i ANTENNA — TYP FOR 2) I I I I I PROJECT TITLE: 1/2"DIA.U—BOLT(TYP I i� ,n I �� `� FOR 2 PER ATTACHMENT) t L SIDE VIEW ANCHORAGE A POwRA#2 k POINT #3 ANCHORAGE CONSTRUCTION DOCUMENTS 3 SEE DETAIL 2/S8 POINT#4 u SITE NAME: I :` PURCHASE 2 RELO WI -7 L3X3X1/4 KICKBACK CUT I I I ' SITE ADDRESS: 4 INTERNATIONAL DRIVE TO REQUIRED LENGTH (TYP FOR 2) ` \ RYE BROOK,NY,10573 X � ANCHORAGE o I 3 ;.� \ POINT#5 11 PC:20202157076 LC:617958 TAX ID:124.82-- 0 =o, I I ANCHORAGE � PARCEL:12408200010010000000 � _____ ———— r I POINT#1 SDG PROJECT#:22VZN002 Existing To W6X15—— I SEAL AROUND ANCHORAGE Concealment X ' I BEAM WATERTIGHT(TYP) SCALE:AS NOTED DATE:03/31/23 x PROPOSED LOWER CURB LAYOUT SEE DETAILS 1&2 S9 Kickback to I = / (Below) 3 3 X VERIZON SEE DETAIL 1/S7 3 N`° I CONCEALMENT DRAWN BY:AS CHECKED BY:KB = r I "� ANCHORAGE POINT#6 DRAWING TITLE: —L----W6x15— -- ,---- ANTENNA LAYOUT (BETA SECTOR) =r-9 4'-9" V-6" DRAWING NO.: PAGE NO.: 2 UPPER DUNNAGE LAYOUT PLAN(BETA SECTOR) 0 2' 4' 3 ANTENNA MOUNT ISOMETRIC VIEW(BETA SECTOR) 11x17 SCALE:114"=1'-01, 22x34 SCALE:1I2"=1'-01, 11x17 SCALE:NTS 22x34 SCALE:NTS S7 8 of 18 NOTES: NOTE: 1) CONSULT WITH BUILDING P2& P3 ANTENNAS ARE 2.5 NOM.SCH.40 PIPES MANAGEMENT TO UTILIZE (PIPES TO EXTEND 1'-0"ABOVE ANTENNAS) 4 BUILDING ROOFER TO / ENSURE WARRANTY. 2 BEAM TO BEAR DIRECTLY TO EXISTING CONCRETE �DEMM SLAB. REMOVE ANY MATERIALS AS REQUIRED. REPAIR BACK PROPOSED VERIZON TO ORIGINAL CONDITION AND CONCEALMENT SEAL WATERTIGHT. 100 Corporate Drive,Suite 202 3) CONTRACTOR TO CONTACT PL3 8X4X4 TAB PLATE FULLY Lebanon,NJ 08833 ENGINEER IF EXISTING WELDED TO PLATE TYP FOR 2) Ph 908.323.2513 Fax 908.323,2525 CONDITIONS ARE NOT AS ( www.schererdesigngroup.com DEPICTED IN THESE PLANS. 3/8"STIFFENER PLATE PL5/8X6X 12 TOP PLATE (TYP FOR 2) FULLY WELDED TO BOTH TOP PLATE FULLY WELDED TO PIPE (TYP) PROPOSED VERIZON �wYORk SIDES OF WEB(TYP) CONCEALMENT oNNac PIPE CAP FULLY WELDED ��° � dy 3/4"DIA. BOLT(TYP FOR 4,2 BEYOND) 1/2"DIA. U—BOLT(TYP) ` _+ W6X 15 '�1 � � L4X4X3/8 HORIZONTAL BRACE, EN 0 p CUT TO REQUIRED LENGTH NY PROFESSIONA�Ef� E R 87018 IT IS A VIOLATION OF 1Ft�A 12 ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 1/2"DIA. U—BOLT (TYP FOR 2 PER WT) ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. = SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, WT6X15, 6"LONG (TYP) APPLICANT: = 5/8"DIA. BOLT(TYP) co ■ L3X3X 1/4 KICKBACK, CUT lvrizonv TO REQUIRED LENGTH (TYP) WIRELESS Existing Aluminum Sheathing 4 CENTEROCK ROAD WEST NYACK,NY 10994 PL 1/(t X3X3" CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING MA A CJ O O THATTHELS OYRHAVE BEGINNING CONSTRUCTION T ENSURE THE LATEST ACER SPACER Existing 1 2 M 3 NOM.SCH. 40 PIPE, CUT CONSTRUCTION DOCUMENTS. Channel = TO REQUIRED LENGTH (TYP) o o � o i e _O 1/2"DIA. U—BOLT (TYP) i 5/8"DIA. BOLT(TYP 'r FOR 2, 1 BEYOND) 0 ISSUED FOR PERMIT 03/31/23 AS L4X4X 1/4 HORIZONTAL BRACE, r WT6X 15, 6"LONG CUT TO REQUIRED LENGTH NO. ISSUE OR REVISION DATE BY (TYP FOR 3). BRACING TO EXISTING CONCEALMENT L3X3X1/4 DIAGONAL FRAMING TYP FOR ANCHORAGE #1, CROSS BRACE (TYP) PROJECT TITLE: #2, #3 AND#4 5/8"DIA. BOLT(TYP FOR I I CONSTRUCTION DOCUMENTS 2 PER ATTACHMENT) SITE NAME: W6X15 PURCHASE 2 RELO o SITE ADDRESS: 5/8"DIA. BOLT 4 INTERNATIONAL DRIVE (TYP) ) o VARIES — SEE DETAIL 1/S7 RYE BROOK,NY,10573 WT6X15,6"LONG(TYP) Existing PC:20202157076 LC:617958 3.5 NOM.SCH. 40 PIPE,CUT 1/2"DIA. U—BOLT Aluminum TAX ID:124.82-1-1 TO REQUIRED LENGTH (TYP) (TYP FOR 2 PER WT) Sheathing BASE 0 PE, PARCEL:12408200010010000000 SDG PROJECT#:22VZN002 /5/8X6X9ELDED / IA. BOLT(TYP FOR 4, 2 BEYOND) SCALE:AS NOTED DATE:03/31/23 3/4"DIA. BOLT(TYP FOR 4,2 BEYOND) SEAL AROUND ANCHORAGE DRAWN BY:AS CHECKED BY:KB PL5/8X6X9 BASE PLATE TYP BEAM WATERTIGHT(TYP (TYP) SEE DETAILS 1&Z/S DRAWING TITLE: BASE PLATE FULLY WELDED TO PIPE (TYP) �L _ ANTENNA DETAILS Roof (BETA SECTOR) =77--— DRAWING NO.: PAGE NO.: 1 ANTENNA FRAMING DETAIL(BETA SECTOR) 0 1' 2' 2 JANTENNA ATTACHMENT DETAIL(BETA SECTOR) 0 6" 12" 11x17 SCALE:1/2"=1'-01, 22x34 SCALE:1"=V-0" 11x17 SCALE:3/4"=V-0" 22x34 SCALE:1-1/2"=1'-0" S8 9 of 18 NOTES: � 1) CONSULT WITH BUILDING MANAGEMENT TO UTILIZE BUILDING ROOFER TO0_i F ENSURE WARRANTY. 2) TODBETAL SHOPSEMBLY WE WELDED. CUT TO REQUIRED LENGTH PE, �� 3) ANCHORAGE BEAM TO 3/4"DIA. BOLT BEAR DIRECTLY TO ROOF (TYP FOR 4 SLAB.REMOVE ANY PLATE) MATERIALS AS REQUIRED. 5/8"NEOPRENE AND GALVANIZED PL5 8X6X9" TYP 100 Corporate Drive,Suite 202 SEAL PERIMETER WATERTIGHT (TYP) REPAIR BACK TO ITS STEEL BONDED SEALING WASHER / (TYP) Lebanon,NJ 08833 ORIGINAL CONDITION MCMASTER—CARR PART#: 94708A525 BED OF SEALANT Ph 908.323.2513 Fax 908.323.2525 AND SEAL WATERTIGHT, SET WET www.schererdesigngroup.com PL3 8X3X12" FULLY WELDED TO BOTTOM OF PROPOSED 5/8"NUT OF DED TE / � BOTTOM SIDE OF FLANGE SEE DETAIL ANCHORAGE BEAM(TYP PER ATTACHMENT ON INSIDE W6X15 SEAL PERIMETER WATERTIGHT pit'i Yoh 2/S9 LOCATION) " ��CoNNa 5/8 DIA.THREADED ROD ANCHOR 22 GAUGE FABRICATED W6X15 ANCHORAGE BEAM ANCHORAGE BEAM " �} W6X15,5'-0"LONG UTILIZING HILTI HY-200 WITH 1 GALVANIZED SHEET MIN. EDGE DISTANCE,2"MAX. METAL COUNTER FLASHING 3/4"EXTERIOR GRADE ZIA 3" EQ. DIST. EMBEDMENT AND SPACED AT 1'-6" #12-24 SELF SEALING FLASHING FIRE RATED PLYWOOD (TYP) N c m ON CENTER MAX, BOTH SIDES OF SCREW EQUALLY SPACED NY PROFESsi r� GIN5E s 18 TYP COLLAR OF ROOFING � BEAM (TYP) MCMASTER—CARR PART# 94054A401 MATERIAL SECURED IT IS A VIOLATION OF w PERSON, OR EQUAL. TYP FOR 2 PER ANGLE UNLESS ACTING UNDER THE D DOCUMENT N OF A LICENSED 0 0 0 ( ) OVER FLASHING ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY, Existing Insulation ————— SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. ————— ————— w APPLICANT: ————- 0 0 0 o Existing Concrete Q --—-0 ■ Roof Deck A FLASHING TYP 1�4 EQUAL DISTANCE FILL VOID WITH EXPANDING verizon 30 O.C. MAX FOAM FILLER AS REQUIRED 5/8"DIA.THREADED ROD ANCHOR UTILIZING #12-24 SELF SEALING HILTI HY-200 WITH 1"MIN. EDGE DISTANCE WIRELESS L2X2X1/4,TRIM CORNERS FLASHING SCREW EQUALLY L2X2X1/4, TRIMMED AS NECESSARY 2"MAX. EMBEDMENT AND SPACED AT 1'-3'1 AS NECESSARY TO FACILITATE SPACED MCMASTER—CARR PART# TO FACILITATE INSTALLATION. ON CENTER MAX, BOTH SIDES OF 4 CENTEROCK ROAD INSTALLATION. WELD FULLY 94054A401 OR EQUAL. WELDED FULLY TO STEEL BEAM (TYP) BEAM (TYP) WEST NYACK,NY 10994 TO STEEL BEAM (TYP) (TYP FOR 2 PER ANGLE) PL3/8X3X12", FULLY WELDED TO BOX IN WITI'3 4"EXTERIOR BOTTOM OF ANCHORAGE BEAM SECTION A—A CONTRACTOR SHALL CONTACT SOG PRIOR TO ORDERING / (TYP PER ATTACHMENT LOCATION) MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE GRADE FIRE RETARDANT PROVIDE 1/2"MIN NON—SHRINK rHAr THEYCONSTRUCTION AVE THE TDOCUMENTSEST ION OF THE PLYWOOD ATTACH GROUT LEVELING COURSE BENEATH ON ALL SIDES(TYP) PLATE AND BEAM AS REQUIRED 1 BEAM ATTACHMENT(FLAN VIEW) 0 6" 12" 2 BEAM ATTACHMENT(CROSS SECTION) 0 3" 6" 11x17 SCALE:3/4"=1'-0" 22x34 SCALE:1-1/2"=V-0" 11x17 SCALE:1-1/2"=V-0" 22x34 SCALE:3"=V-0" 0 ISSUED FOR PERMIT 03/31/23 AS NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NAME: PURCHASE 2 RELO SITE ADDRESS: 4 INTERNATIONAL DRIVE RYE BROOK,NY,10573 PC:20202157076 LC:617958 TAX ID:124.82-1-1 PARCEL:124082000101010000000 SDG PROJECT#:22VZN002 SCALE:AS NOTED DATE:03/31/23 DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: BEAM ANCHORAGE DETAILS DRAWING NO.: PAGE NO.: S9 10 of 18 NOTES: 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL #P2860-10). 2. EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 1-5/8"HORIZONTAL UNISTRUT, CBRS-RT4401-48A SLI „ PART #P1000T ATTACHED TO WEIGHT: 21.5 Ibs 3. ONLY 1-5/8 UNISTRUT TO BE USED FOR RACK PROPOSED ANTENNA PIPE, CONSTRUCTION. CUT TO REQUIRED 1/2 DIA U-BOLT JE LENGTH (TYP FOR 2) DIMENSIONS: H13.9'xW8.6"xD5.6" k 4. ANTENNAS AND EQUIPMENT SUBJECT TO CHANGE ' BASED UPON AVAILABILITY AT THE TIME OF CHANNEL NUT WITH SPRING, MT6407-77A CONSTRUCTION. PROPOSED ANTENNA P UNISTRUT PART#P1008 WEIGHT: 81.6 Ibs (WITHOUT BRACKETS) 100 Corporate Drive,Suite 202 3/8"DIA FLAT WASHE 3/8"DIA FLAT WASHER(TYP) Lebanon,NJ 08833 DIMENSIONS: H35.06"xW16.06"xD5.51" Ph 908.323,2513 Fax 908.323.2525 3/8"DIA NUT3/8"DIA BOLT(TYP) NHH-65A-R2B www.schererdesigngroup.com 1-5/8"VERTICAL UNISTRUT, WEIGHT: 35.1 Ibs (WITHOUT BRACKETS) �Ew Y1-5 8"HORIZONTAL PARTT#P1000T CUT TO 0 co"NOz4 UNISTRUT PARTf REQUIRED LENGTH (TYP) DIMENSIONS: H55.6%W11.9%D7.1"#P1000T ATTACHED PROPOSED I 1 TO PROPOSED PIPES, 1 / f I CUT TO REQUIRED 1 `. _ �'f PIPE (TYP) I II EE LENGTH (TYP FOR 2) 1 / 1 l� NYPROFE [ E FANY 701IT IS A VIOLATION 0 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. 6—CIRCUIT SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. 1 f " APPLICANT: 1 / 6 �0 11 f RRH RRH RRH I ,f LU SEPARATION AS REQUIRED .I 'I �I {I r 1 Ili I111 I TO SUPPORT REMOTE jl RADIO HEAD UNITS(RRHs) owrizon, 11i' "I I'I l °i l'I' W WIRELESS AS PER MANUFACTURER'S 4 aiI`�NJ�I i SPECIFICATIONS - ..,r -•ti- uws 4 CENTEROCK ROAD WEST NYACK,NY 10994 Ld \ DO NOT INSTALL CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING 0 Z \�-CAPS ON BOTTOM MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE 1 OF UNISTRUT (TYP) CONSTRUCTION DOCUMENTS. N Sloped Roof 1 RRH AND 6-CIRCUIT OVP BOX MOUNTING DETAIL(ALL SECTORS) 0 1' 2' 2 ANTENNA SPECIFICATIONS 11x17 SCALE:112"=1'-0" 22x34 SCALE:1"=1'-1 11x17 SCALE:NTS 22x34 SCALE:NTS SAMSUNG LIE 70O f 85OMHZ SAMSUNG LTE AWS.ZPCS MANUFACTURER:RAYCAP 0 ISSUED FOR PERMIT 03/31/23 AS RF4440d-13A RF4439d-25A WEIGHT: 72.5 Ibs WEIGHT: 74.7 Ibs DIMENSIONS: 12.6"Dx 16.5"Wx29.5"H NO.I ISSUE OR REVISION DATE BY (WITH FINGER GUARD) (WITH FINGER GUARD) WEIGHT: 32.0 LBS(SYSTEM) 5.5 LBS(MOUNT PROJECT TITLE: DIMENSIONS: H18.6%W14.9"xD9.0" DIMENSIONS: H18.6"xW14.9%D10.0" 37.5 LBS(TOTAL; CONSTRUCTION DOCUMENTS PROVIDED FITTING SITE NAME: r, FOR EXTENSION OF PURCHASE 2 RELO HYBRIFLEX CABLES t FRONT REAR SITE ADDRESS: woo4 INTERNATIONAL DRIVE RYE BROOK,NY,10573 PC:20202157076 LC:617958 TAX ID:124.82-1-1 PARCEL:12408200010010000000 O SDG PROJECT#:22VZN002 O •00 O SCALE:AS NOTED DATE:03/31/23 BOTTOM DRAWN BY:AS CHECKED BY:KB MOUNTING O ® DRAWING TITLE: BRACKET O RRH DETAILS DRAWING NO.: PAGE NO.: 3 AWS RRH UNIT SPEC. 4 PCS RRH UNIT SPEC. s 16 CIRCUIT OVP BOX SPECIFICATION 11x17 SCALE:NTS 2204 SCALE:NTS 11 x1 7 SCALE:NTS 2204 SCALE:NTS 11x17 SCALE:NTS 2204 SCALE:NTS S10 11 of 18 PROPOSED VERIZON EQUIPMENT PLATFORM GRATING NOTES: ANCHORAGE POINT#4 ti0 PLATFORM ACCESS STAIRS ——(CENTERED OVER COLUMN BELOW) A) GRATING TO BE 3/4"X3/16"LT. DUTY 11—W-4/1 1—W-2 RTy SEE DETAIL 3/S12 SEE DETAIL 2/S12 GALV.GRATING BY OHIO GRATING OR EQUAL UNLESS 0• \ s OTHERWISE SPECIFIED. ANCHORAGE POINT#3 PROPOSED MAIN CIRCUIT BREAKER PANEL \ CONTRACTOR TO BOX OUT _—(CENTERED OVER ATTACHED TO PROPOSED CONCEALMENT FRAME BEAM POCKET AS REQUIRED � B) SECURE GRATING TO STEEL USING GRATING CLIPS 18"O.C. \ COLUMN BELOW) PROPOSED KNEE \__(COORDINATE WITH BUILDING rn AT EACH MEMBER. \ SEE DETAIL 2/S12 PROPOSED COURTESY OUTLET BRACE (BELOW \ ROOFER) NO C) CLEAR SPAN NOT TO EXCEED 6'-0" \\ Column MAINTAIN S-0"UNOBSTRUCTED'CLEARANCE \\ Column " D) GRATING SPLICES SHALL BE ADEQUATELY SUPPORTED TO �\ 28—0 +/— 1—6 +/— PREVENT TRIPPING HAZARDS. \. V.I.F, y `V.I.F. / ♦ \ 100 Corporate Drive,Suite 202 STRUCTURAL DESIGN SPECIFICATIONS / __ __ Lebanon NJ 08833 -------------- ------------- W16X36------ ----------- ROOF LIVE LOAD: 20 PSF Column \L / / I 1 \L / Column Ph 908.3232513 Fax 908.323.2525 \ www.schererdesigngroup.com FLOOR LIVE LOAD: N/A I /// I ♦♦♦ I —— SNOW LOAD DESIGN DATA I // I \♦ ��w YOR GROUND SNOW LOAD (P9) 30.0 PSF i I /// I ♦ X FLAT ROOF SNOW LOAD (P O 25.2 PSF 1 ��° 1 _ 01p; w Cu� SNOW IMPORTANCE FACTOR (1 ); 1.00 + 1 i- 1 ♦ I o SNOW EXPOSURE FACTOR(Cep: 1.00 _ I \ti 1 or THERMAL FACTOR (C t): 1.20 ao> 4S' / I �+ r 5 1 14 NY PRO "ONA JP c f087018 IT IS A VIOLATIO ANY PERSON, WIND LOAD DESIGN DATA 1 / ♦ I UNLESS ACTING UNDE TION OF A LICENSED \ I ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. / X ♦ SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. BASIC DESIGN WIND SPEED: 116 MPH I / PROPOSED VERIZON N WIND IMPORTANCE FACTOR, (1.) ; 1.0 I // WORK LIGHT(TYP FOR 3) 4'-6" rn 5'-6" 7'-0" I APPLICANT: RISK CATEGORY: 11 I / SEE DETAIL 4/S12 WIND EXPOSURE CATEGORY: C V INTERNAL PRESSURE COEFFICIENT(C;): N/A o EXT.COMPONENT DESIGN WIND PRESSURE: N/A ————————————W 1 6X36 -------- ----------- ——————— -- -- izon! EARTHQUAKE DESIGN DATA I _ _ _ _ _ %jrar I _ 1 ` ... OCCUPANCY/RISK CATEGORY: I/II o I /i' i' ,F / m WIRELESS 1 r LL SEISMIC IMPORTANCE FACTOR(I ): .00 X I f MAPPED SPECTRAL RESPONSE ACCELERATION �' I °' - .. 4 CENTEROCK ROAD S): 0.283 g 01 PROPOSED VERIZON X / I / I WEST NYACK,NY 10994 I CONCEALMENT r� 1 I i OD Sr 0.060 g �, ____ __ SITE LASsS: D I I SPECTRAL RESPONSE COEFFICIENT I -W8X 18• '—— 4-' 'W8X 18——' ——' W8X 18-—— ____ CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE 0.2$3 g I 1 I I CONSTRUCTION DOCUMENTS. 0.060 g I 1 of I BATTERY EQUIPMENT EQUIPMENT I SEISMI DESIGN CATEGORY: B + I iv 1 CABINET' CABINET CABINET I BASIC SEISMIC FORCE RESISTING SYSTEMS: ORDINARY PLAIN i o_ I W X - -- I .W X1 —= --' -- ---W X1 --- MASONRY SHEAR WALLS ; > I 1 T DESIGN BASE SHEAR: 2,662.0 LBS 00 1 1 SEISMIC RESPONSE COEFFICIENT(Cs): 0.099 N 1 1 1 1 z z I I RESPONSE MODIFICATION FACTOR(R) 3.0 1 Q ANALYSIS PROCEDURE USED: GENERAL PROCEDURE 1 0 g i i V) (AS PER 2020 NYS BC) I 1 n, i/ / o I X PROPOSED VERIZON I 1 N I I GENERATOR PLUG. I I CONNECTION TO BE CONTRACTOR TO LOCATE I __________, ____ ___ ________ _ I PERFORMED BY A COLUMNS BELOW PRIOR TO o I W16X36—— _ ——————————— � LICENSED ELECTRICIAN FABRICATION OF STEEL Existing Roof Drain 0 ISSUED FOR PERMIT 03/31/23 AS 1 ♦♦ SERRATED GALVANIZED STEEL BAR GRATING // I N0. ISSUE OR REVISION DATE BY I \ ANCHORED TO DUNNAGE BEAM WITH CLIPS. PROPOSED VERIZON I ♦♦ SEE PLATFORM GRATING NOTES I TELCO CABINET PROJECT TITLE: I ♦ N / 1 CHARLES MODEL I ♦\ N —Roof— s/ I �IT—RlLll 003) Existing Vent Pipe + I ♦� v► rO I Roof CONSTRUCTION DOCUMENTS C',> ,1\♦� Bulkhead Access SITE NAME: 6 I I Exterior PURCHASE 2 RELO I ♦\ I / I / SITE ADDRESS: ♦ I / I 4 INTERNATIONAL DRIVE 1 ♦ I / 1 RYE BROOK,NY,10573 ♦♦ t I // s• I —— PC:20202157076 LC:617958 TAX ID:124,82-1-1 PARCEL:12408200010010000000 Column ——————— �-----W16X36----L--------f-------- •——————————� rn \ ——� � SDG PROJECT#:22VZN002 8—2 +/— 5—6 4-0 10—0 +/V.1.F. V.I.F. SCALE:AS NOTED DATE:03/31/23 Column DRAWN BY:AS CHECKED BY:KB ANCHORAGE POINT#2 Approximate Location \ DRAWING TITLE: (CENTERED OVER Of Existing Column COLUMN BELOW) (Typ) (Below) \ SEE DETAIL 2/S12 ANCHORAGE POINT #1 \ SEE DETAIL 1/S12— DUNNAGE LAYOUT DRAWING NO.: PAGE NO.: DUNNAGE LAYOUT 0 2' 4' 11x17 SCALE:1/4"=V-0" 22x34 SCALE:1/2"=1'-0" S11 12 of 18 NOTES: L6X6X5/8 l'-3"LONG 3/8"GUSSET PLATE, FULLY L6X6X5/8 l'-3"LONG z 1) CONSULT WITH BUILDING MANAGEMENT WELDED TO L6X6X5/8 PLATFORM AND STAIR 3/8"GUSSET PLATE, FULLY (TYP FOR 2, 1 BEYOND) 5/8"DIA.THREADED 1-1/2 NOM.SCH.40 RAILING �\f——HANDRAIL SHALL BE TO UTILIZE BUILDING ROOFER TO WELDED TO L6X6X5/8 ROD CUT TO FULLY WELDED TO ENSURE WARRANTY. TYP FOR 2) 3/4"DIA. BOLT REQUIRED LENGTH TOP OF DUNNAGE BEAM I CONTINUOUS ( (TYP FOR 2) (TYP) 1-1/2 NOM. SCH.40 2) STEEL FRAME TO BE ELEVATED A MINIMUM DUNNAGE BEAM INSTALL DIAMOND PLATE RAILING OF 18"ABOVE THE ROOF.CONTRACTOR Bulkhead Exterior Existing Column BULL NOSE TO DUNNAGE FULLY WELDED TO SD TO VERIFY APPROPRIATE STARTING POINT 1 3/4"DIA. BOLT 3/8"STIFFENER PLATE PL3/4X6X15" PLATFORM GRATING STAIR STRINGER TO MAINTAIN THIS REQUIREMENT. I (TYP FOR 2) FULLY WELDED TO BOTH 5/8"DIA. DOUBLE ATTACH C12X20.7 3) CONTRACTOR TO VERIFY EXACT LOCATIONS 3/8"STIFFENER PLATE SIDES OF WEB(TYP) NUT(TYP) STRINGER TO OF EXISTING COLUMN PRIOR TO I FULLY WELDED TO BOTH DUNNAGE " BEAM WITH p ORDERING STEEL. SIDES OF WEB(TYP) BEAM 5/8 DIA.FLAT L6X6X1 2, 6"LONG WASHER (TYP) / 100 Corporate Drive,Suite 202 4) CONTRACTOR TO CONTACT ENGINEER IF p 6" 3/8"STIFFENER PLATE LebaPh 908,323.non Fax 8833 8.3232525 BOTH SIDES OF WEB www.schererdesi n rou com CONDITIONS ARE NOT AS DEPICTED IN AT STAIR CANTILEVER 9 9 p THESE PLANS. Existing Column (Beyond) __ 5) CONTRACTOR TO BOX OUT BEAM POCKET PL3/4X12X15" ———————— ° TREADS z F�Ew YoRy� AS REQUIRED.COORDINATE WITH BUILDING — o �ONNp ROOFER. A A NT 0 0 Existing Wall (Beyond) DUNNAGE BEAM Existing Aluminum SheathingL F-. -- 1 C IN WC Bulkhead Exterior _ W o PL 3/8X6X6",FULLY WELDED TO 4 ___ NYPROFES 87018 0 0 BOTTOM OF DUNNAGE BEAM °——°� IT IS A VIOLATION OF T U P OF R ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 5/8"DIA. DOUBLE NUT(TYP) _ ____ a a C4X7.25 ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. " 3 4"DIA.BOLT TYP SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. 5/8 DIA. FLAT = = OW'v, / { ) t e WASHER(TYP) ,� o APPLICANT: Z= z — STAIR NOTES: C12X20.7 Roof 8 5/8"DIA.THREADED a> a > ROD,CUT TO REQUIRED 0 ® WallExisting Interior 1) CONTRACTOR TO VERIFY 5/8"DIA. BOLT(TYP) PROVIDE LENGTH (TYP) _ NUMBER OF RISERS SLOTTED HOLES FOR LEVELINGjr ■ SEAL ENTIRE PERIMETER N N REQUIRED BASED ON I // THE PLATFORM HEIGHT GRATING STEP W/DIAMOND �' WATERTIGHT(TYP) AND THE SLOPE OF ROOF PLATE BULL NOSE (TYP) z AT EACH SET OF STAIRS. WIRELESS 3 "4 DIA. BOLT 3 8"GUSSET PLATE, FULLY 3/4"DIA. BOLT Existing Flashing WT4X7.5,CUT TO REQUIRED / / (TYP FOR 2) Existing Aluminum Sheathing 2) STAIR STRINGERS SHALL LENGTH.SET ON 1/4" (TYP FOR 2) WELDED TO WT6X53 NOT BEAR ON THE ROOF. RUBBER MAT COMPATIBLE 4 CENTEROCK ROAD (TYP FOR 2) WT6X53, l'-3"LONG WEST NYACK,NY 10994 Existing Flashing SEAL ENTIRE PERIMETER WATERTIGHT " 3) STAIRS SHOWN ARE WITH ROOFING MEMBRANE ( )TYP 3/8 GUSSET PLATE, FULLY ILLUSTRATIVE. WT6X53, 1'-3"LONG WELDED TO WT6X53 CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING (TYP FOR 2, 1 BEYOND) MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. 1 ANCHORAGE POINT#1 0 6" 12" 3 DUNNAGE ACCESS STAIRS DETAIL 11 x1 7 SCALE:3/4"=1'-0" 2204 SCALE:1-1/2"=V.0" 11 x1 7 SCALE:NTS 22x34 SCALE:NTS 3/8"STIFFENER PLATE RAB LIGHTING WEATHERPROOF NOTES: FULLY WELDED TO BOTH SINGLE OUTLET 3 HOLE BOX RAB LIGHTING RECT COVER PL5/8X6X 12 TOP PLATE, � MODEL# R3T8 1) CONSULT WITH BUILDING MANAGEMENT FULLY WELDED TO PIPE SIDES OF WEB (TYP) MODEL III 83B TO UTILIZE BUILDING ROOFER TO 1'-6" RAB LIGHTING LIGHT FIXTURE ENSURE WARRANTY. 3/4"DIA. BOLT WITH MODEL # H1018 WITH 2) PLATE TO BEAR DIRECTLY TO EXISTING 1"MIN EDGE DISTANCE PIPE CAP, FULLY 10OW INCANDESCENT LIGHT BEAM.REMOVE ANY MATERIALS AS (TYP FOR 4, 2 BEYOND) WELDED TO TOP OF PIPE REQUIRED. REPAIR BACK TO ORIGINAL DUNNAGE BEAM RAB LIGHTING WEATHERPROOF CONDITION AND SEAL WATERTIGHT. 4 NOM.SCH.40 PIPE, CUT TO 3/8"DIA. U—BOLT(TYP) SINGLE OUTLET 3 HOLE BOX 0 ISSUED FOR PERMIT 03/31/23 AS REQUIRED LENGTH FULLY WELDED MODEL# B38 3) CONTRACTOR TO VERIFY EXACT LOCATIONS TO PLATE RAB LIGHTING WEATHERPROOF N0. ISSUE OR REVISION DATE BY OF EXISTING COLUMN PRIOR TO 1/8"PLATE CUT TO COVER MODEL TCB WITH ORDERING STEEL. REQUIRED LENGTH TO # 4) CONTRACTOR TO CONTACT ENGINEER IF FULLY SUPPORT ELECTRONIC TIMER SWITCHES CONDITIONS ARE NOT AS DEPICTED IN z 0- TYP FOR 2) (LOCATED MODEL# 6560M—w PROJECT TITLE: THESE PLANS. 3/4 DIA. BOLT (TYP) U 3 HOLE BOX( {LOCATED BY STAIRS) PL3/8X4X4"FULLY Z " CONSTRUCTION DOCUMENTS 5) ANCHORAGE POINT#4 SHOWN. SEE SHEET WELDED TO BEAM/PIPE Q 1/2 DIA. CONDUIT SITE NAME: S11 FOR KNEEBRACE LOCATIONS AND QUANTITIES. FILL WITH POURABLE (TYP FOR 2) \ SECURE TO PIPE PURCHASE 2 RELO SEALER/FILLER 3 WITH PIPE STRAPS L3X3X3/8 KNEE BRACE, CUT SITE ADDRESS: MINIMIZE TO REQUIRED LENGTH (TYP) F 4 INTERNATIONAL DRIVE TYP w RYE BROOK,NY,10573 LnIF PC:20202157076 LC:617958 TAX ID:124.82-1-1 -- .._. ' PARCEL:12408200010010000000 -- ---- ---- Existing Insulation .. SDG PROJECT#:22VZN002 Existing Concrete Slab f Do> DUNNAGE BEAM SCALE:AS NOTED DATE:03/31/23 C GRATING DRAWN BY:AS CHECKED BY:KB COLLAR OF ROOFING MATERIAL PITCH PAN FLANGE PLATFORM HANDRAIL SECURED OVER FLANGE 3/4"DIA. THREADED ROD ANCHOR (2) #12 AWG DRAWING TITLE: REMOVE REPLACE INSULATION AS NECESSARY USING HILTI HY-200 W/ 1"MIN. TO CB LOCATED FOR PEDESTAL INSTALLATION (TYP) EDGE DISTANCE (TYP FOR 4,2 BEYOND) IN PPC MINI COLUMN 3/8"THICK GUSSET PLATE TOE BOARD - STRUCTURAL DETAILS AND PL5/8X18X18"BEARING PLATE, FULLY WELDED TO PLATE FULLY WELDED TO PIPE Existing PIPE (TYP FOR 4, 1 BEYOND) Column 90 DEC.WP, LB _ DRAWING NO.: PAGE NO.: 2 ANCHORAGE POINT#2,3,&4 0 6" 12" 4 WORK LIGHT DETAIL ��—~ S 12 13 of 18 11x17 SCALE:314"=1'-0" 22x34 SCALE:1-1/2"=V-0" 11x17 SCALE:NTS 22x34 SCALE:NTS TO SOURCE ELECTRICAL NOTES: ADEQUACY TO BE DETERMINED BY LICENSED ELECTRICIAN AND APPROVED BY THE 1) ONE LINE DIAGRAM IS PRELIMINARY. FINAL DESIGN TO BE 7) ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS r" 30 POSITION CONFIRMED W/LOCAL UTILITY COMPANY DURING ON-SITE LOCAL UTILITY COMPANY CIRCUIT BREAKER MEETING. SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER. , PANEL W/200 AMP, , 120/208V 3 PHASE 2) CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, 8) VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT MAIN CIRCUIT LOCATION AND MATERIAL WITH ELECTRIC COMPANY. THIS WILL INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALL BREAKER OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK. ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE0. PROPOSED VERIZON APPROVED m 3) ALL ELECTRICAL WORK WILL CONFORM TO THE NATIONAL WIRE HANGING FITTINGS AND HARDWARE. 200A METER SOCKET ELECTRICAL CODE,THE ELECTRICAL CODE FOR THE STATE 9) CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN 100 Corporate Drive,Suite 202 OF NEW YORK AND ALL NATIONAL AND LOCAL FIRE SAFETY NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND Lebanon,NJ 08833 AND BUILDING CODES. EQUIPMENT FED FROM. PROPOSED VERIZON FEEDER Ph 908.323.2513 Fax 908.323.2525 (4)250 MCM(CU), Q)3/0(AWG)G,----1 4) CONTRACTOR IS TO PROVIDE ALL ASSOCIATED MATERIAL ie. 10) ALL CUTTING AND PATCHING OF WALLS AND MASONRY www.schererdesigngroup.com 3 EMT CONDUIT STRAPS,CONNECTORS,CRIMPS etc. FOR A COMPLETE AND REQUIRED FOR THE INSTALLATION OF ELECTRICAL OPERATIONAL ELECTRICAL PROJECT. HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL ("NN k ��ONN CONTRACTOR. PROPOSED VERIZON 200A 5) CONTRACTOR IS TO COORDINATE ALL OF HIS WORK TO FUSED DISCONNECT MINIMIZE THE DISTURBANCE TO THE EXISTING BUILDING 11) PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE o OCCUPANTS,WORKERS OR ACCESS REQUIRED BY THE FIRE PROOF TO RESTORE ORIGINAL RATING. , �n D GENERAL PUBLIC OR MAINTENANCE PERSONNEL. o EE 6) ANY DISRUPTION OF THE EXISTING ELECTRICAL SERVICE 12) WORK WITH SHEETS S1 &S2 FOR ROUTING OF CONDUITS. NY PROF' EA(,�, 087018 PROPOSED VERIZON FEEDER MUST BE COORDINATED WITH THE CONSTRUCTION IT SA VIOLATION 0CTINGUNDE DIRECTIONOFA ANY LICENSED (4) 250 MCM(CU), Q) 3/0(AWG)G,---—� COORDINATOR AND THE BUILDING CONTACT PERSON. UNLESS ENGINEER,NOAILTER THIS DOCUMENT IN ANYWAY. 3 EMT CONDUIT SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. APPLICANT: 1 ELECTRICAL ONE LINE DIAGRAM verizon' 11x17 SCALE:NTS 22x34 SCALE:NTS WIRELESS 4 CENTEROCK ROAD WEST NYACK,NY 10994 PANEL PP1 MOUNTING SURFACE CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE VOLTAGE 120/208V,30 MAIN C/B 200A SQUARE D THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. PROVIDE AND INSTALL TWO RATING 200A MLO 208V/30/4W (2)2 PR CABLES (ADC 2"CONDUIT WITH COMMUNICATIONS #DSR-25242SSGY)AND ONE WIRING TO TELCO BOARD ON ROOF CIR. AM AMPS CIR. CAT 5e CABLE BETWEEN N DESCRIPTION POLE POLE DESCRIPTION N HERE AND ROOF BLOCKS 1 50A EQUIPMENT CABINET 2 BUSHING 2-#12"& 1-#12 GND IN 3/4 C TO PANEL 3 SURGE 30A 50A EQUIPMENT CABINET 4 KRONE BLOCK P/N 5 20A I COURTESY GFCI OUTLETS 6 6639-1-050-33 7 TELCO GFCI 20A - SPACE 8 W/16 RJ48X CONNECTORS 9 1 BATTERY CABINET GFCI 20A - 10 4'HX4'WX3/4"FIRE 11 LIGHTS 20A - 12 0 ISSUED FOR PERMIT 03/31/23 AS TELCO MUX CABINET RATED PLYWOOD 13 SPACE - - 14 BY CLIENT BACKBOARD PAINTED 12"X1"X3/4"COPPER BLACK 15 - - 16 N0. ISSUE OR REVISION DATE BY GROUND BAR 171 18 #2 INSULATED �® 19 - - 20 PROJECT TITLE: STRANDED GROUND TO SERVICE GROUND 21 - - 22 CONSTRUCTION DOCUMENTS 23 - - 24 p p 25 - - 26 SITE NAME: JUNCTION BOX FOR 27 - - 28 PURCHASE 2 RELO PROTECTED TELCO BOARD POWER 1291 30 SITE ADDRESS: NEMA 5-20R QUAD 4 INTERNATIONAL DRIVE PROPOSED VERIZON 36"X36"X10"TELCO RECEPTACLE RYE BROOK,NY,10573 ENCLOSURE (HOFFMAN PART#A36R3610HCR) NEMA L5-20R TWIST PC:20202157076 LC:617958 OR EQUIVALENT ATTACHED TO WALL AS PER TAX ID:124.82-1-1 MANUFACTURER'S SPECIFICATIONS. LOCK RECEPTACLE PARCEL:12408200010010000000 NOTES: SDG PROJECT#:22VZN002 TELCO BOARD IN CELLAR 1) ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER SCALE:AS NOTED DATE:03/31/23 CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. DRAWN BY:AS CHECKED BY:KB 2) CIRCUIT BREAKER LAYOUT AND SIZE TO BE VERIFIED WITH MANUFACTURER'S SPECIFICATION AND CONSTRUCTION MANAGER DRAWING TITLE: FINAL CONNECTION NOTE: PRIOR TO INSTALLATION. PENDING TELCO WALK 3) EXACT CIRCUIT BREAKER PANEL LAYOUT TO BE DETERMINED CONTRACTOR SHALL TERMINATE BY A LICENSED ELECTRICIAN AND INSTALLED ACCORDINGLY. ELECTRICAL DETAILS COMMUNICATIONS CABLES AT BOTH ENDS. 2 ITELCO DEMARC 3 BREAKER PANEL DRAWING NO.: PAGE NO.: r-1 l_Xl7 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS E1 14 of 18 ALPHA SECTOR GAMMA SECTOR BETA SECTOR BURNDY GROUNDING PRODUCTS WATER PIPE GROUND CONNECTOR TYP GAR-TC THOROUGHLY CLEAN THE EXISTING PIPE AT THE LOCATION OF THE CLAMP.APPLY PENTROX-E OXIDE INHIBITING 'i;, a a a a a a BURNDY COMPRESSION TERMINAL COMPOUND AROUND PERIMETER OF THE SADDLE OR EQUAL z z z zz z z z z z z zz GAR-TC CLAMP W W W W W W W W W W W RRH'S W w RRH'S RRH'S Z Z WITH ROOM FOR z z z z z z z z z z z TWO HOLE LUG a a a a a a a a a a a WATER MAIN � ' 1 1 I1) #2 EUGNE2" .Y ' I I CONDUIT(GROUND BOND CONDUIT TO GROUND - - ♦ CONDUIT TO CA M CONDUCTOR WHERE CONDUCTORS EXITS orate Drive,Suite 202 100 Corporate CONDUIT WITH #6AWG. p `—-—-—-—-—- r GROUND ATTACH PER CODE Lebanon,NJ 08833 - ♦ BAR(TYP) REQUIREMENTS Ph 908.323.2513 Fax 908.323.2525 GPS DEVICE —'� BEFORE AND AFTER WATER METER www.schererdesigngroup.com (TYP) y 2 TWATER MAIN GROUNDING DETAIL 2/0 AWG GREEN NEW+'o EQUIPMENT —_—_—_—_—_—-—- MGB INSULATED llxl7 SCALE:NTS 22x34 SCALE:NTS �oF��0N jo�. CABINET _____ —'—' DOUBLE CRIMP EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR ��y� CONNECTION SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END "'i+ ° �6 AWG GREEN GROUNGROUND THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. t I .t;.- INTERIOR L�EN BATTERY _____—-J —- I I I I INSULATED I GROUND- 3 SECTION"P"-SURGE PROTECTORS NYPROFES gibE` 018 CABINET ■6 AWG GREEN RING CABLE ENTRY PORTS(HATCH PLATES)(2 AWG) IT IS A VIOLATION OF s. AwF�'� Y PERSON, ,. UNLESS ACTING UNDER THE Dl ION OF A LICENSED I INSULATED GENERATOR FRAMEWORK(IF AVAILABLE)(2 AWG) ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. ELECTRICAL J RO ND WIRE �' 2 5 TELCO GROUND BAR 2 AWG) SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, TYP 1 0 4 COMMERCIAL.POWER COMMON NEUTRAL/GROUND BOND(2 AWG) EQUIPMENT _—_—-—_J PANEL BOARD -/ I 0 +24V POWER SUPPLY RETURN BAR 2 AWG CABINET ` OA —48V POWER SUPPLY RETURN BAR�2 AWG3 APPLICANT: T CO J I I ° 1 RECTIFIER FRAMES. 10" 2 ® 4" EXOTHERMIC COAX SUPPRESSION -00 13" WELD SECTION"A"-SURGE ABSORBERS - INTERIOR GROUND RING(2 AWG) EXTERNAL EARTH GROUND FIELD(BURIED GROUND RING) verizon, W 2 AWG METALLIC COLD WATER PIPE IF AVAILABLE) WIRELESS NEWTON INSTRUMENT COMPANY,INC. �2 AWG;BUILDING STEEL(IF AVAILABLE)(2 AWG) BUTNER,N.C.OR APPROVED EQUAL OPPOSITE SECTION"I"-ISOLATED GROUND ZONE 4 CENTEROCK ROAD STEEL EQUIPMENT CORNERS NO. REO. PART NO. DESCRIPTION WEST NYACK,NY 10994 SUPPORT FRAME ALL COMMUNICATIONS EQUIPMENT FRAMES. lO 1 /4"x4"x30"GALV.SOLID GND.BAR ISOLATED GROUND BAR-IGB(2 AWG) NOTES' _ 02 2 A-6056 WALL MTG. BRKT. DETAIL NOTES: CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE 1) ALL EXTERIOR GROUND WIRES SHALL BE ■2 AWG 0 2 3061-4 INSULATORS 1.EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONSTRUCTION DOCUMENTS. CONDUCTOR TO GROUND BAR.ROUTE CONDUCTOR TO BURIED SOLID TINNED COPPER UNLESS OTHERWISE NOTED. ■CADWELD TYPE CONNECTION ® 4 3012-1 5/8"-1 lx1"H.H.C.S. GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2) ALL INTERIOR GROUND WIRES SHALL BE •2 AWG *COMPRESSION TYPE CONNECTION 4 3015-8 1 5/8 LOCKWASHER 2.USE PERMANENT MARKER TO DRAW THE LINES BETWEEN GREEN INSULATED UNLESS OTHERWISE NOTED. _. EACH SECTION AND LABEL EACH SECTION("P","A","I") BOLTED CONNECTION WITH 1"HIGH LETTERS. 1 GROUNDING PLAN ONE-LINE DIAGRAM 3 GROUND BAR DETAIL llxl7 SCALE:NTS 22x34 SCALE:NTS 11xl7 SCALE:NTS 22x34 SCALE:NTS TO TOWER MOUNTED TO TRANSMIT GROUNDING NOTES: AMPLIFIER UNITS (TMA) ANTENNA WHEN REQUIRED) 1. ALL GROUNDING CONDUCTORS SHALL BE #2 SOLID TINNED COPPER,UNLESS 0 ISSUED FOR PERMIT 03/31/23 AS AN RECEIVE ANTENNA � OTHERWISE NOTED. WEATHERPROOFING KIT (SEE NOTE 3) 2. CONNECTIONS TO GROUND BARS SHALL BE MADE UTILIZING TWO-HOLE LONG NO. ISSUE OR REVISION DATE BY RX1/RX2 RX1/RX2 12"TO 24" BARREL TYPE STAINLESS STEEL BOLTS, NUTS AND LOCK WASHERS. 3. CONNECTIONS TO EQUIPMENT AND ENCLOSURES SHALL BE MADE UTILIZING PROJECT TITLE: EQUIPMENT TWO-HOLE GROUND LUG WITH AN ANTI-OXIDENT COMPOUND. SIDE CONSTRUCTION DOCUMENTS JUMPER REQUIRED WEATHERPROOFING ` 4. THE GROUNDING SYSTEM SHALL BE TESTED UPON INSTALLATION,THE MAXIMUM ONLY FOR EASE OF KIT (TYP) CABLE 6 AWG STRANDED Cu WIRE RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. CONNECTION (TYP)AND GROUND WITH GREEN, 60OV, THWN SITE NAME: STRESS REDUCTION KIT 5. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL.SURFACES SITE 2 RELO ON ANTENNA STANDARD GROUND INSULATION OR BLACK, CONNECTORS KIT(TYP) MARKED AS REQUIRED BY SHALL BE SCRAPED CLEAN TO BEAR METAL TO INSURE PROPER CONTACT. SITE ADDRESS: (SEE NOTE) THE NEC(GROUNDED TO SURFACES SHALL BE RESTORED TO MATCH ORIGINAL FINISHES. 4 INTERNATIONAL DRIVE GROUND BAR) CONNECTOR (SEE NOTES 1 &2) 6. ALL BENDS IN GROUNDING CONDUCTORS SHALL NOT BE LESS THAN A RYE BROOK,NY,10573 ANTENNA CABLE 12"RADIUS. PC:20202157076 LC:617958 KITT WEATHERPROOFING TO BTS TAX ID:124.82-1-1 (TYP) 7. ALL BONDING CONDUCTORS SHALL BE #6 AWG.STRANDED INSULATED PARCEL:12408200010010000000 COPPER. FROM TMA 6 AWG STRANDED Cu NOTES: SDG PROJECT#:22VZN002 (WHEN REQUIRED) • 'a� %� WIRE WITH GREEN, 1 NOT INSTALL A GROUND KIT AT A N AN AWAY 8. CABLE TO CABLE CONNECTIONS SHALL BE . . 1 600V,THWN INSULATION DO 0 S LL CABLE G OU D BED D ALWAYS EXOTHERMICALLY WELDED CADWELO. SCALE:AS NOTED DATE:03/31/23 DIRECT GROUND WIRE DOWN TO GROUND BAR. 9. CABLE TO STEEL CONNECTIONS SHALL BE GROUND BAR, DETAIL 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS EXOTHERMICALLY WELDED (CADWELD), DRAWN BY:AS CHECKED BY:KB 1429 MOUNTED SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. UNLESS OTHERWISE NOTED. NEAR/BELOW ANTENNA DRAWING TITLE: 3. WEATHERPROOFING SHALL BE PY PE AND PART NUMBER)AS 10. USE OF NINETY DEGREE BENDS SHALL BE 2 AWG Cu STRANDED WIRE WITH GREEN, 60OV, "—'` SUPPLIED OR RECOMMENDED CABLE MANUFACTURER AND AVOIDED. BENDS SHALL BE FORTY FIVE THWN INSULATION BONDED TO TOWER STEEL OR� APPROVED BY CONTRACTOR. DEGREES WHERE POSSIBLE. ELECTRICAL DETAILS MONOPOLE. DOWN CONDUCTOR 11. BOND ALL SERVICE RACEWAYS, EQUIPMENT TO GROUND NOT REQUIRED. ENCLOSURES, METER FITTINGS, BOXES AND CONNECTION OF CABLE GROUND METALLIC RACEWAYS IN ACCORDANCE WITH DRAWING NO.: PAGE NO.: 4 CONNECTION OF GROUND WIRE TO GROUNDING BAR ROOFTOP 5 KIT TO ANTENNA CABLE SECTION 250-71 OF THE NATIONAL ELECTRIC CODE. 11xl7 SCALE:NTS 22x34 SCALE:NTS llxl7 SCALE:NTS 22x34 SCALE:NTS E2 15 of 18 DIVISION 26-ELECTRICAL NOTES: 1) GENERAL REQUIREMENTS 9) OPERATION AND MAINTENANCE INSTRUCTIONS > ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND THE SUPPLEMENTARY SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND OPERATION CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. INSTRUCTION MANUALS,APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR OF MANUFACTURERS CATALOG SHEETS,WIRING DIAGRAMS,MAINTENANCE INSTRUCTIONS,OPERATING , WITH ALL ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THE DIVISION.THE INSTRUCTIONS,AND PARTS LISTS,REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL,EQUIPMENT, INSTALLED.CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION APPLIANCES,AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS TO OWNERS'REPRESENTATIVE AT THE TERMINATION OF THE WORK. 100 Corporate Drive,Suite 202 REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR INFERRED TO Lebanon,NJ 08833 BE NECESSARY TO FACILITATE EACH SYSTEMS FUNCTIONING AS INDICATED BY THE 10) START UP OF SYSTEMS Ph 908,3232513 Fax 908.323.2525 DESIGN AND THE EQUIPMENT SPECIFIED. www.schererdesigngroup.com PRIOR TO START-UP OF THE ELECTRICAL SYSTEMS,THE CONTRACTOR SHALL CHECK ALL COMPONENTS 2) INSPECTION OF SITE AND DEVICES,LUBRICATE ITEMS ACCORDINGLY,AND TIGHTEN ALL SCREWED AND BOLTED CONNECTIONS. NEw YO ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE.CHECK AND RECORD BUILDING'S of 00NNO 9t THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND SERVICE ENTRANCE VOLTAGE,GROUNDING CONDITIONS,GROUNDING RESISTANCE,AND PROPER ��' BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. PHASING,BALANCE ALL SINGLE PHASE LOADS AT EACH PANEL BOARD,REDISTRIBUTING BRANCH CIRCUIT ;o FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR CONNECTIONS UNTIL BALANCE IS ACHIEVED.REPLACE ALL BURNED-OUT LAMPS AFTER ALL SYSTEMS HAVE I OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. BEEN INSPECTED AND ADJUSTED,CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. �tW NY PRO8 3) MATERIAL AND WORKMANSHIP 11) GUARANTEE ITISAVIOLAACTIG UNDER THERSON, LINSED ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION.ALL MATERIAL UNLESS ENGINEER,TO ALTER THIS DIOCUMEO T OIN ANYWAY, AND APPARATUS SHALL HAVE MARKINGS OR A NAME PLATE IDENTIFYING THE MANUFACTURER AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY,SIZE,AND CAPACITY.ALL OF FINAL PAYMENT.SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. APPLICANT: WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE.IN GENERAL ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION 12) INSPECTIONS GRADE IN QUALITY.LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS,SCAFFOLDS,STAGING,RUNWAYS,TOOLS,MACHINERY,AND EQUIPMENT REQUIRED THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR ALL ELECTRICAL INSPECTIONS. ■ ='l FOR THE PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION,AND PROTECTED 13) CLEANING FROM WEATHER,MOISTURE,AND PHYSICAL DAMAGE.ALL MATERIALS SHALL BE NEW YORK APPROVED. vl�rizon DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES WIRELESS 4) COORDINATION AS REQUIRED TO PREVENT ACCUMULATION.THE CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES.IMMEDIATELY PRIOR TO FINAL INSPECTION,THE CONTRACTOR SHALL MAKE A 4 CENTEROCK ROAD THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS FINAL CLEANUP OF DIRT AND REFUSE FROM HIS WORK.THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND WEST NYACK,NY 10994 SO THAT THE VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL BE INSTALLED AT THE PROPER EQUIPMENT INSTALLED UNDER THE ELECTRICAL CONTRACT. TIME,WILL FIT THE AVAILABLE SPACE,AND WILL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. DUST,PLASTER,STAINS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL THE CONTRACTOR SHALL REFER TO ARCHITECTURAL,STRUCTURAL AND MECHANICAL DRAWINGS AND TO SURFACES.DAMAGED FINISHES SHALL BE TOUCHED AND RESTORED TO THEIR ORIGINAL CONDITION. CMoTERi LOS OR AEG NNNING COSDG PRIOR NST TACT UCTIION DTO ENSURE THATRELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES.THE CONTRACTOR THAT THEYC HAVEONSTRTHEUCTIONTDOCUREVIS MENTS.ON Of THE SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT,BEAMS AND OTHER STRUCTURAL MEMBERS 14) CUTTING AND PATCHING AND TO FACILITATE CONCEALING CONDUIT IN THE MANNER ANTICIPATED IN THE DESIGN.THE CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING,WALL,OR THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS,FLOORS,CEILINGS,ETC.AS REQUIRED TO INSTALL FLOOR FINISHES ACTUALLY INSTALLED. WORK UNDER THIS SECTION.CONTRACTOR SHALL OBTAIN PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING.ALL HOLES SHALL BE CUT AS SMALL AS POSSIBLE.CONTRACTOR SHALL PATCH WALLS,FLOORS,ETC. 5) DIMENSIONS AND LAYOUTS AS REQUIRED BY WORK UNDER THIS SECTION.ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL,MATERIAL AND CONSTRUCTION.ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR THE DRAWINGS ARE SCHEMATIC IN NATURE,BUT SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS VIA X-RAY, APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO BE INTEGRATED WITH OTHER PARTS OF THE BUILDING.FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. 15) ROUGH-IN DETERMINE EXACT LOCATIONS IBY JOB MEASUREMENTS,BY CHECKING THE REQUIREMENTS OF OTHER TRADES AND BY REVIEWING ALL CONTRACT DOCUMENTS.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR COORDINATE WITHOUT DELAY ALL ROUGHING-IN WITH GENERAL CONSTRUCTION.ALL CONDUIT ROUGH-IN SHALL ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 0 ISSUED FOR PERMIT 03/31/23 AS 6) ORDINANCES AND CODES 16) CONDUIT N0, ISSUE OR REVISION DATE BY CONTRACTORS PERFORMANCE,WORKMANSHIP,AND MATERIALS SHALL COMPLY WITH THE LOCAL ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED.ALL CONDUIT CONSTRUCTION CODES,NATIONAL ELECTRIC CODE,AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. RUN EXPOSED TO WEATHER,OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID GALV. PROJECT TITLE: CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL PAINTED STEEL.ALL OTHER CONDUIT MAY BE E.M.T W/COMPRESSION FITTINGS WHERE DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES,OBTAIN AND PAY FOR ALL PERMITS. APPROVED BY LOCAL CODE,FINAL CONNECTION TO EACH MOTOR AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION,VIBRATION,OR NOISE,SHALL BE IN FLEXIBLE METAL CONSTRUCTION DOCUMENTS 7) SUBSTITUTIONS CONDUIT,WHERE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS,VAPORS OR SUNLIGHT, LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED.ALL FLEXIBLE METAL CONDUIT SITE NAME: THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL INCLUDE THE SHALL BE PROVIDED WITH AN INSULATED GROUND WIRE. PURCHASE 2 RELO PRODUCTS SPECIFICALLY NAMED,THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES,WITH HIS PROPOSAL,OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, SITE ADDRESS: PROVIDED THE DIFFERENCE IN COST,IF ANY,IS SPECIFIED IN EACH CASE.THE TERMS"APPROVED" 4 INTERNATIONAL DRIVE "APPROVED EQUAL",OR"EQUAL"SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE RYE BROOK,NY,10573 ALTERNATE BID.NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. PC:20202157076 LC:617958 8) ADJUSTING,ALIGNING AND TESTING TAX ID:124.82-1-1 PARCEL:12408200010010000000 ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED THIS DIVISION AND ALL ELECTRICAL SDG PROJECT#:22VZN002 EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED,ALIGNED AND TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR.COMPLETE WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. SCALE:AS NOTED DATE:03/31/23 ALL MOTORS SHALL BE VERIFIED FOR PROPER ROTATION. DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: ELECTRICAL NOTES ELECTRICAL NOTES DRAWING NO.: PAGE NO.: 1 11x17 SCALE:NT5 2406 SCALE:NTS E3 16 of 18 17) CONDUIT INSTALLATION A. ALL WIRING SHALL BE RUN IN CONDUIT,EXPOSED AND CONCEALED INSTALLATION. 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"PIGTAIL"AT THE BOX, B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE,ALL CONDUIT TAPE THE ENDS OF THE CONDUCTORS,AND COVER THE BOX. t�. RUNS ARE PARALLEL IN SPACE. ` F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE INDICATED C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS WITH CROSS LINES ON EACH"CONDUIT RUN"ON THE DRAWINGS.IN GENERAL,DIRECTION OF SDAIIE1 OF ALL OTHER WORK ON THE PROJECT.CONDUIT SHALL BE INSTALLED TO CLEAR ALL BRANCH CIRCUIT"HOME RUN"ROUTING IS INDICATED ON THE DRAWINGS,COMPLETE WITH CIRCUIT OPENINGS,DEPRESSIONS,PIPES,DUCTS,REINFORCING STEEL,ETC.CONDUIT SET IN FORMS NUMBERS AND PANEL BOARD DESIGNATION.THE CONTRACTOR SHALL CONTINUE ALL SUCH"HOME RUN" FOR CONCRETE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT INSTALLATION WIRING TO THE DESIGNATED PANEL BOARD,AS THOUGH"CONDUIT RUNS"WERE INDICATED IN WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE.EXCEPT WHERE APPROVED IN WRITING THEIR ENTIRETY. BY THE ARCHITECT,NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE.CONDUIT SHALL BE 100 Corporate Drive,Suite 202 LOCATED IN GRANULAR FILL BELOW SLABS-ON GRADE. G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.0 COLOR CODE Lebanon,NJ 08833 SYSTEM"IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE,THE Ph 908.323.2513 Fax 908.323.2525 D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS,BOXES CONTRACTOR SHALL USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH www.schererdesigngroup.com AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE CABLE AT ALL TERMINATION POINTS,JUNCTION AND PULL BOXES, EQUIVALENT OF FOUR 900 BENDS BETWEEN CONNECTIONS.BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL.RADIUS OF H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED of NEW yo BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING FOR IDENTIFICATION WITH VINYL STICK-ON MARKERS OR EQUIVALENT. �� cov/V 9� TRADE ELBOW.LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR INSTALLED IN THE BRANCH o`�� q E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS,HANGERS CIRCUIT RACEWAY,SIZED IN ACCORDANCE WITH N.E.0 TABLE 250 95. )� AND STEEL SUPPORTS AS REQUIRED"SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG WITH e�� MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. NY PRO '8 8 018 SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE.GROUPS OF HORIZONTAL IT ISAVIOLATIO T ANY PERSON, FEEDER CONDUITS SHALL BE CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V CIRCUITS SHALL BE AS FOLLOWS: UNLESS ACTING UNDE T ION OFALICENSED SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE.VERTICAL FEEDER CONDUITS LENGTH-FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY, SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. 0-50 #12 #12 SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL, CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. 51-100 #10 #12 APPLICANT: CONDUIT SUPPORTS SHALL BE ADDED WITHIN 12"AT ONE END OF ALL BENDS.CONDUIT SHALL 101-150 #8 #10 NOT BE SUPPORTED FROM SUSPENDED CEILING COMPONENTS. 21) JUNCTION BOXES,PULL BOXES,CABINETS AND WIREWAYS F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER INSTALLATION.OPENINGS PROVIDE JUNCTION BOXES,PULL BOXES,CABINETS,AND WIREWAYS WHEREVER NECESSARY FOR [IV AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED TO KEEP CONDUIT CLEAN DURING PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO THE NATIONAL ELECTRICALv qu r i zo CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE CODE AND WHERE INDICATED ON THE DRAWINGS.SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION PULLING OF WIRES.ALL CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE,WHICHEVER IS LARGEST.CONSTRUCTION WIRELESS NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2"IN SIZE. SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.ANY 22) OUTLET BOXES 4 CENTEROCK ROADWEST NYACK,NY 10994 WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. ALL OUTLETS INCLUDING LIGHT,SWITCH,RECEPTACLE,AND SIMILAR OUTLETS,SHALL BE NATIONAL ELECTRICAL,APPLETON,STEEL CITY,RACO OR APPROVED EQUAL GALVANIZED STEEL CONTRACTOR SHALL CONTACT SOD PRIOR TO ORDERING H. CONDUIT TERMINATIONS AT PANEL BOARDS AND JUNCTION BOXES SHALL BE ALIGNED AND INSTALLED MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE KNOCKOUT BOXES,SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. THAT THEY HAVE THE LATEST REVISION OF THE TRUE AND PLUMB. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CONSTRUCTION DOCUMENTS. CODE,WHICHEVER IS LARGEST.ALL OUTLET BOXES SHALL BE ACCURATELY SET AND RIGIDLY I. INSTALL APPROVED EXPANSION FITTING WHERE CONDUIT OR EMT PASSES THROUGH EXPANSION JOINTS. SECURED IN POSITION. J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTRACTOR FOR INSTALLATION 23) EQUIPMENT IDEN-'FICATION OF WIRES OR CABLES BY OTHERS. THE CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL STRENGTH AND PANELBOARDS,T!MESWITCHES,ETC.INCLUDING SWITCHES IN DISTRIBUTION PANELS,OUTLETS, ELECTRICAL CONTINUITY. PHONE/DATA&LIGHT SWITCHES:NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC,AND SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT.NAMEPLATES SHALL CLEARLY IDENTIFY EACH ITEM AND L. THRU-WIRING OF LIGHT FIXTURES IS NOT PERMITTED. WHAT IT CONTROLS. 18) BUSHINGS AND LOCKNUTS 24) ELECTRICAL SERVICE WHERE CONDUITS ENTER BOXES,THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A BUSHING ON THE SEE DRAWINGS rOR TYPE,SIZE,VOLTAGE,PHASE,ETC. 0 ISSUED FOR PERMIT 03/31/23 AS INSIDE AND A LOCKNUT ON THE OUTSIDE,AND CONDUIT SHALL ENTER THE BOX SQUARELY.BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP,CLEAN-CUT 25) GROUNDING NO. ISSUE OR REVISION DATE BY THREADS.WHERE THIN-WALL CONDUIT ENTERS A BOX,PROVIDE E.M.T.CONNECTORS.USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE. THE ELECTRICAL SERVICE,ALL EQUIPMENT,CONDUCTORS,CONDUITS,MOTOR FRAMES,ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY AND EFFECTIVELY PROJECT TITLE: 19) WIRE GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE,WHICH EVER IS MORE STRINGENT. CONSTRUCTION DOCUMENTS ALL WIRE SHALL HAVE COPPER CONDUCTORS,WITH U.L.LABEL,AND 600 VOLT INSULATION,ALL WIRE SHALL BE RUN IN CONDUIT.ALL FEEDER AND BRANCH CIRCUIT WIRE#8 AWG AND LARGER SHALL BE TYPE THWN 26) DISCONNECT SWITCHES OR XHHW,BOTH WITH STRANDED CONDUCTORS.ALL WIRE#10 AWG AND SMALLER SHALL BE TYPE THWN SITE NAME: (WET OR DAMP LOCATIONS OR THHN,DRY LOCATIONS ONLY AND ABOVE GRADE),BOTH WITH SOLID CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR GENERAL ELECTRIC FUSED OR NON-FUSED PURCHASE 2 RELO CONDUCTORS.WIRE WITHIN FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN.ALL BRANCH CIRCUIT (AS NOTED OR REQUIRED)NEMA HEAVY DUTY EXTERNALLY OPERATED SAFETY SWITCHED WHERE NOT WIRING SHALL NOT BE SMALLER THAN#12 AWG WIRE.CONTROL WIRING SHALL HAVE 600V INSULATION FURNISHED WITH THE STARTING EQUIPMENT,AND AT ALL OTHER POINTS REQUIRED BY CODE.FUSE SITE ADDRESS: AND BE OF THE PROPER TYPE,SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED FUNCTION. HOLDERS SHALL HAVE CLASS R REJECTION FEATURE.CONSTRUCTION SHALL BE OF A NEMA DESIGN 4 INTERNATIONAL DRIVE SUITABLE FOR THE ENVIRONMENT INSTALLED IN,INDOOR NEMA-12,EXTERIOR NEMA-4X. RYE BROOK,NY,10573 20) WIRING INSTALLATION 27) NEW ELECTRIC SERVICE PC:20202157076 LC:617958 A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. TAX ID:124.82-1-1 1. ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND APPROVED BY PARCEL:12408200010010000000 B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY INSTALLING THE OWNER,THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THE ELECTRIC SERVICE SDG PROJECT#:22VZN002 CABLE SUPPORTERS OR PLUG-TYPE CONDUIT RISER SUPPORTS. MODIFICATIONS. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES.ALL 2. NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF ANY INTERRUPTION SCALE:AS NOTED DATE:03/31/23 SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE OF SERVICE IN THE BUILDING.INFORM THE CLIENT AND OWNER OF THE DURATION OF THE SHUTDOWN. MINIMUM REQUIRED,AND SHALL BE MADE UP WITH APPROVED SOLDERLESS CONNECTORS.ALL SPLICES, ALL WORK INVOLVING A SHUTDOWN SHALL BE PERFORMED DURING PREMIUM TIME,AT NO ADDITIONAL DRAWN BY:AS CHECKED BY:KB TAPS,AND JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. COST TO THE CLIENT. D. ALL MATERIALS USED TO TERMINATE,SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED FOR, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE ADVISORY BOARD DRAWING TITLE: PROPERLY SIZED FOR,AND U.L LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS OF THE LOCAL MUNICIPALITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF INVOLVED,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S NECESSARY DRAWINGS,FORMS,AND ALL ASSOCIATED FEES. RECOMMENDATIONS,USING THE MANUFACTURER'S RECOMMENDED TOOLS. ELECTRICAL NOTES DRAWING NO.: PAGE NO.: 1 ELECTRICAL NOTES 11x17 SCALE:NTS 24x36 SCALE:NTS E4 17 of 18 GENERAL NOTES: STRUCTURAL STEEL NOTES: 6. BOLTING 1. THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC.THE CONTRACTOR SHALL 1. GENERAL UTILIZE ALL THE NOTES WHICH PERTAIN TO THE WORK DEPICTED IN THIS PLAN SET. A. ALL BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS WITH ASTM A563 NUTS A. STRUCTURES DEPICTED WITHIN THESE PLANS ARE DESIGNED TO SUPPORT THE UNLESS OTHERWISE SPECIFIED, 2. THE CONTRACTOR SHALL CONTACT SDG TO VERIFY THAT THEY HAVE BEEN ISSUED SPECIFIED EQUIPMENT IN THE LOCATIONS SHOWN.ANY CHANGE IN THE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF SUPPLIED/PROPOSED EQUIPMENT OR LOCATION ON THE STRUCTURE SHALL BE B. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AND ASSEMBLED IN CONSTRUCTION. BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR saffim Now 3. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE DERIVED FROM B. BOLTING PATTERNS/SIZES FOR EQUIPMENT ATTACHMENTS TO STRUCTURAL A490 BOLTS. LIMITED FIELD OBSERVATIONS MADE FOR THIS PROJECT.DETAILED INFORMATION WAS MEMBERS ARE SHOWN FOR GENERAL REFERENCE ONLY.BOLTING PATTERNS, �A COLLECTED FOR SPECIFIC WORK AREAS.THIS INFORMATION IS TO BE USED FOR THE REQUIRED HARDWARE SIZES AND SUPPORT SPACING SHALL BE CONFIRMED WITH I. BOLT HOLE DIMENSIONS SHALL MEET THE CRITERIA SET FOURTH IN f WORK SHOWN ON THESE PLANS ONLY. THE EQUIPMENT MANUFACTURER PRIOR TO FABRICATION. TABLE 3.1 4. UNLESS SPECIFICALLY REQUESTED BY THE CLIENT OR REQUIRED TO PROCEED WITH 2. STEEL DESIGN II. WASHERS SHALL BE REQUIRED IN ACCORDANCE WITH TABLE 6.1 100 Corporate Drive,Suite 202 THE CREATION OF THE CONSTRUCTION DOCUMENTS,STRUCTURAL PROBES HAVE NOT Lebanon,NJ 08833 BEEN PERFORMED.BUILDING COMPONENT CONFIGURATION AND CONDITION NOT A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO ALL STATE AND LOCAL 1. ASTM F436 WASHERS SHALL BE REQUIRED FOR OVERSIZED AND Ph 908.3232513 Fax 908.323.2525 OTHERWISE VISIBLE BENEATH SURFACE FINISHES,MAY VARY AND SHALL BE BUILDING CODE REQUIREMENTS IN ADDITION TO THE LATEST EDITION OF THE SHORT SLOTTED HOLES www.schererdesigngroup.com CONFIRMED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)STEEL CONSTRUCTION MANUAL. ANY DISCREPANCIES,WHETHER IN CONFIGURATION OR CONDITION SHALL BE BROUGHT 2. 5/16"THICK PLATE WASHER SHALL BE REQUIRED ON LONG SLOTTED EW Yp TO THE IMMEDIATE ATTENTION OF THE ENGINEER. B. SHOP CONNECTIONS TO BE WELDED OR BOLTED WITH HIGH STRENGTH BOLTS. HOLES 0 F�ONNO R/r SHEAR CONNECTIONS MUST BE DESIGNED FOR THE FOLLOWING: <<� 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&FIELD CONDITIONS PRIOR TO THE C. SHEAR CONNECTIONS TO BE DOUBLE ANGLE CONNECTIONS UTILIZING A MINIMUM Q�� START OF CONSTRUCTION,DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE L REACTIONS FROM AISC(ASD)BEAM TABLE X 1.3(BEAMS Fy=50 KSI) OF(2)3/4"DIA.BOLTS UNLESS OTHERWISE SPECIFIED. ATTENTION OF THE ENGINEER.THE CONSEQUENCES OF PROCEEDING WITH UNLESS OTHERWISE NOTED ON DRAWINGS. , CONSTRUCTION AFTER DISCOVERING A FIELD CONDITION DISCREPANCY AND WITHOUT D. BEARING CONNECTIONS SHALL USE A MINIMUM OF(2)3/4"DIA.BOLTS UNLESS ' THE APPROVAL OR RECOMMENDATIONS OF THE ENGINEER,SHALL BE THE SOLE IL PROVIDE WEB REINFORCING WHERE REQUIRED DUE TO WEB CUTS FOR OTHERWISE SPECIFIED. COL C RESPONSIBILITY OF THE CONTRACTOR. CONNECTIONS. NY PROFESSIO 018 E. ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHT,UNLESS OTHERWISE IT IS AVIOLATION OF THE L RANY PERSON, 6. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL,STATE AND FEDERAL 3, SHAPE/MATERIAL SPECIFICATION SPECIFIED,WITH ALL PLIES OF THE JOINT IN COMPLETE CONTACT. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CODES. ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.A. STRUCTURAL STEEL SHAPES INCLUDING,BUT NOT LIMITED TO,ANGLE,CHANNELS, F. BOLT THREADS MUST BE,AT A MINIMUM,FLUSH WITH THE FACE OF THE NUT SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL. 7. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS TO PIPES,PLATES,TEES AND TUBES TO BE AMERICAN SOCIETY FOR TESTING AND OPPOSITE THE CONNECTION. APPLICANT: COMPLETE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIALS(ASTM)A36(Fy=36 KSI)UNLESS OTHERWISE NOTED.WIDE FLANGE ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION,INCLUDING, BEAMS(W-SHAPES)SHALL BE ASTM A992(Fy=50 KSI MINIMUM)UNLESS G. BOLTING SHALL BE SUPERVISED BY A CERTIFIED SPECIAL INSPECTOR WHERE BUT NOT LIMITED TO,ELECTRICAL,PLUMBING,FIRE PROTECTION AND STRUCTURAL. OTHERWISE NOTED. REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF B, ALL PIPES SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED. H. HIGH STRENGTH BOLTS ARE NOT REQUIRED FOR ANTENNA MOUNTING HARDWARE. CONSTRUCTION STAGES WHICH REQUIRE SPECIAL OR CONTROLLED INSPECTIONS WITHAn A MINIMUM OF 48 HOURS(2 BUSINESS DAYS)NOTICE.THESE INSPECTIONS INCLUDE,BUT 4. PLATFORM GRATING 7. WELDING � ' ARE NOT LIMITED TO,CONCRETE REINFORCEMENT,CONCRETE POURING,STRUCTURAL izon STEEL ERECTION/BOLTING,WELDING AND THE INSTALLATION OF EPDXY ANCHORS. A. GRATING TO BE 3/4"X 3/16"LIGHT DUTY 11-W-4/11-W-2 GALVANIZED STEEL UNLESS A. ALL WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 SPECIFICATIONS. WIRELESS FAILURE TO COORDINATE THESE INSPECTIONS WITH THE ENGINEER MAY PROHIBIT OTHERWISE SPECIFIED. SIGNOFF WITH THE AUTHORITY HAVING JURISDICTION. B. ALL WELDING SHALL BE PREFORMED BY A QUALIFIED WELDER WHO POSSESSES B. SECURE GRATING TO ALL CROSSING STEEL MEMBERS USING GRATING CLIPS A CURRENT CERTIFICATION,AS REQUIRED BY THE AUTHORITY HAVING 4 CENTEROCK ROAD 9. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOGRAPHS FOR EACH STAGE OF SPACED AT 18"O.C.MAX. JURISDICTION,IN THE PROCESS,POSITION,TYPE AND SIZE OF WELD SPECIFIED. WEST NYACK,NY 10994 CONSTRUCTION.THE PHOTOGRAPHS SHALL INCLUDE,BUT ARE NOT LIMITED TO,BEAM POCKETS&PEDESTAL CONNECTIONS. C. CLEAR SPAN NOT TO EXCEED 6-0". C. WELDING ELECTRODES SHALL BE E70XX. CONTRACTOR SHALL CONTACT SDG PRIOR TO ORDERING 10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION.THE D. GRATING SPLICES SHALL BE ADEQUATELY SUPPORTED TO PREVENT TRIPPING D. FIELD WELDING SHALL BE SUPERVISED BY A CERTIFIED SPECIAL INSPECTOR MATERIALS OR BEGINNITHENG CONSTRUCTION TO ENSURE HAVEREVIS ENGINEER HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME. HAZARDS. WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. THAT THEY OREST OF THE 11. THE ENGINEER HAS NOT PERFORMED AN INSPECTION FOR ASBESTOS OR OTHER 5. CORROSION PROTECTION 8. STEEL FABRICATION/ERECTION HAZARDOUS MATERIALS.THESE DRAWINGS ARE NOT MEANT TO DEPICT OR IMPLY THE PRESENCE OR ABSENCE OF SUCH MATERIALS WITHIN THE PROPOSED WORK AREAS. A. EXTERIOR MEMBERS EXPOSED TO WEATHER A. ALL STEEL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER(WITHIN 12. TRUE NORTH SHALL BE DETERMINED.CONTRACTOR IS RESPONSIBLE FOR PROPER STANDARD MILL TOLERANCES)LOCATED ABOVE THE HORIZONTAL CENTERLINE AZIMUTH ALIGNMENT. I. EXTERIOR MEMBERS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE BETWEEN THE END CONNECTIONS,UNLESS OTHERWISE NOTED. WITH ASTM Al23. 13. THE CONTRACTOR SHALL CONTACT THE TELECOMMUNICATIONS CARRIER TO ACQUIRE B. ALL STEEL TO BE ERECTED TRUE AND PLUM AND TEMPORARILY GUYED UNTIL THE THE LATEST RF DATA SHEET PRIOR TO THE START OF CONSTRUCTION.RF INFORMATION II. EXTERIOR MEMBERS WITH A THICKNESS OF METAL LESS THAN 0.23 INCHES FRAME IS SELF-SUPPORTED.AS ERECTION PROGRESSES,THE FRAME IS TO BE ISSUED BY THE TELECOMMUNICATIONS CARRIER SUPERSEDES INFORMATION SHALL BE HOT DIPPED GALVANIZED WITH A SURFACE COATING OF NOT LESS SECURELY BOLTED TO PROVIDE FOR DEAD LOAD,WIND LOAD AND ERECTION CONTAINED HEREIN. THAN 0.6 OUNCES PER SQUARE FOOT OF EXPOSED SURFACE. STRESS. 14. ROUTING IS DIAGRAMMATIC AND CONTRACTOR IS TO UTILIZE BEST POSSIBLE ROUTING III. FIELD WELDED SURFACES ON EXTERIOR MEMBERS SHALL BE COLD 9, STRUCTURAL STIFFENERS TO EXPEDITE CONSTRUCTION PROCESS.ROUTING SHALL NOT IMPEDE UPON REQUIRED GALVANIZED AFTER CHIPPING SLAG AND WIRE BRUSHING ALL LOOSE PASSAGEWAYS OR MEANS OF EGRESS, MATERIAL FROM THE JOINT. A. PROVIDE A 3/8"STIFFENER AT ALL BEAM TO BEAM CONNECTIONS. 0 ISSUED FOR PERMIT 03/31/23 AS 15. THE CONTRACTOR SHALL PROVIDE NEW PENETRATIONS FOR ROUTING THROUGH FIRE IV. FIELD CUTS AND DRILLED HOLES SHALL BE COLD GALVANIZED AFTER B. PROVIDE 3/8"STIFFENERS ON BOTH SIDES OF BEAM,FOR BOTH UPPER AND LOWER RATED ASSEMBLIES AND FIRE STOP ALL PENETRATIONS AS PER CODE.THE CLEANING MATERIAL CHIPS AND CUTTING FLUID FROM THE SURFACES, BEAMS,AT ALL STACKED BEAM TO BEAM CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE FIRE RATING OF BUILDING NO. ISSUE OR REVISION DATE BY COMPONENTS IF EXISTING PENETRATIONS ARE USED FOR NEW ROUTING. B. ALL BOLTS AND OTHER HARDWARE EXPOSED TO WEATHER SHALL BE HOT-DIPPED C. PROVIDE 3/8"STIFFENERS,BOTH SIDES OF BEAM,WITHIN 7"OF PARAPET,AT ALL GALVANIZED UNLESS OTHERWISE SPECIFIED. BEAM TO PARAPET ANCHORAGE LOCATIONS. 16. ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT,INCLUDING PROJECT TITLE: BUT NOT LIMITED TO FIRE RATED MATERIALS. C. STEEL MEMBERS NOT EXPOSED TO WEATHER SHALL BE COATED WITH A RUST D. PROVIDE 3/8"STIFFENERS,BOTH SIDES OF BEAM,ABOVE ALL BEAM TO PEDESTAL PREVENTATIVE PRIMER. CONNECTIONS. 17. ANY DISTURBANCE TO ROOFING,FLASHINGS OR ANY EXTERIOR SURFACE SHALL BE CONSTRUCTION DOCUMENTS REPAIRED/SEALED WATERTIGHT AND IN ACCORDANCE WITH ANY WARRANTIES,AS APPLICABLE.THE GENERAL CONTRACTOR SHALL EMPLOY THE WARRANTY GRANTOR, SITE NAME: OR OTHER AUTHORIZED CONTRACTOR,WHERE REQUIRED FOR MAINTENANCE OF THE PURCHASE 2 RELO WARRANTY. 18, THE PERIMETER AND ANCHORS OF ALL STEEL TO CONCRETE OR MASONRY SITE ADDRESS: CONNECTIONS SHALL BE SEALED WATERTIGHT USING A PURPOSE FORMULATED 4 INTERNATIONAL DRIVE MASONRY SEALANT. RYE BROOK,NY,10573 19. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. PC:20202157076 LC:617958 TAX ID:124.82-1-1 PARCEL:12408200010010000000 SDG PROJECT#:22VZN002 SCALE:AS NOTED DATE:03/31/23 DRAWN BY:AS CHECKED BY:KB DRAWING TITLE: GENERAL NOTES DRAWING NO.: PAGE NO,: GN1 18 of 18