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Wireless Telecom Renewal 1.27.2022
On a motion made by Trustee Heiser and seconded by Trustee Klein,the following resolution was adopted. RESOLUTION CONSIDERING A WIRELESS TELECOMMUNICATIONS SPECIAL PERMIT RENEWAL OF AN EXISTING FACILITY AT 1100 KING STREET WHEREAS,on February 27,2007,the Village of Rye Brook approved a Site Plan and Special Permit to install an attached AT&T Wireless Telecommunications Facility to the roof of Building #4, International Drive,Reckson Office Park, 1100 King Street and located in the OB-1 Zoning District and the King Street Scenic Roads Overlay District;and WHEREAS,on November 22,2011,the Board of Trustees granted amended Site Plan and Special Permit approval to New Cingular Wireless PCS, LLC ("AT&T") to update the existing wireless telecommunications facility through installation of the following:three(3)previously approved antennas; one(1)GPS antenna;six(6)remote radio head units;three(3)DC2 boxes;new fiber and power cables; and additional equipment including a new cabinet,as well as the legalization of an existing GPS antenna, and to extend the Special Permit that was due to expire on November 22,2016;and WHEREAS,on November 15,2016,an application was received from AT&T for renewal of the Special Permit for a five-year term as required under the then current Village Code§250-39.D(9),which allowed the Board of Trustees to renew a Special Permit for a wireless telecommunications facility for five-year terms without a public hearing, provided that the applicant demonstrates compliance with the requirements of Village Code§250-39;and WHEREAS,on January 10,2017,the Board of Trustees approved the Special Permit renewal for the AT&T Wireless Telecommunications Facility on the roof of building#4,International Drive,Reckson Office Park, 1100 King Street for five years,to expire on January 10,2022;and WHEREAS,on August 27, 2019, the Board of Trustees adopted Local Law No. 8 of 2019 to amend Village Code§250-39 in its entirety;and WHEREAS, Local Law No. 8 of 2019, among other things, eliminated the requirement that Special Permits for wireless telecommunications facilities be renewed every five years;and WHEREAS,on January 27,2022,an application was received from AT&T seeking to have its Special Permit be renewed in perpetuity or at least at a minimum for a five(5)year term;and WHEREAS,the Board of Trustees determines that the proposed action is a Type II action pursuant to 6 NYCRR Part 617 of the State Environmental Quality Review Act with respect to the approval of said Special Permit renewal and no further environmental review is required. NOW THEREFORE BE IT RESOLVED, that the Village of Rye Brook Board of Trustees hereby acknowledges that the previously approved Special Permit for the AT&T Wireless Telecommunications Facility on the roof of Building#4,International Drive,Reckson Office Park, 1100 King Street remains in effect and is no longer required to be renewed every five years by the Board of Trustees under the now current Village Code§ 250-39(Local Law No. 8 of 2019);and BE IT FURTHER RESOLVED,AT&T shall comply with all requirements set forth in Village Code§250-39(Local Law No.8 of 2019);and BE IT FURTHER RESOLVED,the AT&T shall comply with Village Code 250-39.K(1)(h)and shall annually submit a report to the Superintendent of Public Works/Village Engineer prepared by a qualified provisional engineer. BE IT FURTHER RESOLVED,except as specifically reflected herein,the Resolution adopted by the Village Board of Trustees on January 10,2017,and the conditions set forth therein,shall remain in full force and effect. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on February 8,2022 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook,this 26th day of February 9,2022 C&L---TZC Village Clerk 9 I i f I f i i I 445 Hamilton Avenue,14th Floor C U D DY White Plains,New York 10601 OT 914 7611300 +FEDER F 914 7615372 cuddyfeder,com LLP Daniel Patrick dpatrick0cuddyfeder.com January 27, 2022 Via Hand Mr. Michael Izzo, Building Inspector Village of Rye Brook Building Department 938 King Street Rye Brook,New York 10573 Re: New Cingular Wireless PCS, LLC(AT&T) —Site N-621 Renewal of Special Use Permit Existing Wireless Telecommunication Facility Premises: iloo King Street/Building #4 International Drive Tax ID: Section 124.81, Block t, Lot i Dear Inspector Izzo: This letter and enclosures are respectfully being submitted on behalf of New Cingular Wireless PCS, LLC ("AT&T") requesting renewal of its Special Use Permit in accordance with the conditions of the January 10, 2017 renewal resolution. AT&T notes that Section 250-39 of the Village Zoning Code appears to have been amended since its last renewal in 2017 and no longer requires Special Use Permits to be renewed every 5-years. AT&T therefore requests that its Special Use Permit be renewed in perpetuity subject to the provisions of Section 250-39. On February 27, 2007, the Village Board of Trustees granted AT&T's Special Use Permit application and the Building Department issued Building Permit #3621; on December 30, 2007 thereby permitting AT&T to place a wireless telecommunication facility on the rooftop of Building #4 located off International Drive in the Village of Rye Brook (the "Premises"). Subsequent thereto, the Village Board of Trustees granted amended Site Plan approval as well as an extension of the Special Use Permit on November 22, 2011 and the Building Department issued permit #11-152, permitting AT&T to make minor modifications to its existing facility. The Special Use Permit was last renewed by the Board of Trustees on January 10, 2017. Copies of the Village Board Resolutions and Building Permits are annexed hereto as Exhibit B. AT&T respectfully submits that its existing facility conforms with the requirements of Section 250-39 of the Village Zoning Code. In addition,AT&T's existing facility is necessary to continue providing reliable wireless service to this area of the Village. Indeed, the existing facility allows AT&T to provide service to its customers living in and traveling through this area of the Village of Rye Brook, thereby complying with its FCC license requirements as well as other FCC rules and regulations governing wireless facilities. As such and given the provisions of Federal Law, AT&T respectfully requests that its Special Use Permit be renewed in perpetuity subject to the provisions of Section 250-39 of the Village Zoning Code. It should be noted that this Special Use Permit renewal request constitutes a Type II Action pursuant to the State Environmental Quality Review Act ("SEQRA") and is therefore exempt WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 5097415.v2 rCUDDY +FEDER LLP January 27,2022 Page 2 from SEQRA review. See 6 NYCRR Section 617.5(c)(32). As such, no environmental assessment form or SEQRA action is required. In support of AT&T's request, please find attached hereto, three (3) copies of the following exhibits: Exhibit A: Application for Renewal of Wireless Tel-Corn Permit form executed by the Applicant and the Owner of the Premises; Exhibit B: Copies of AT&T's prior approvals and permits including the February 27, 2007, November 22, 2011 and January 10, 2017 Village Board of Trustees Resolutions and Building Permits #3621 and #11-152; and Exhibit C: Structural Analysis Report prepared by KMB Design Group, dated March 7, 2018. Please also find enclosed three (3) copies of drawings prepared by KMB Design Group, dated April 17, 2o18, consisting of Sheets Ao1, Col through Col and Eo1 through E02. We have coordinated with AT&T to remit an electronic payment to the Village of Rye Brook in the amount of four hundred dollars ($40o.00)representing the application renewal fee. AT&T respectfully requests that its Special Use Permit be renewed in perpetuity or at minimum for a five (5) year term. In the interim, should you or Village Staff have any questions or comments in connection with this matter, please do not hesitate to contact the undersigned. Thank you in advance for your consideration of the enclosed. Respectfully Submitted, Daniel Patrick Enclosures cc: Joseph Radicella,AT&T WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 5097415.v2 EXHIBIT A VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING Sik'EET,RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 www.rvebrook.org APPLICATION FOR RENEWAL OF WIRELESS TEL-COM PERMIT (To be filed every five(5)years) Permit It: Building Inspector: Fee Paid: $400.00 Date of Approval: Parcel ID#: 124.81-1-1 Bldg/Use Class: Res. ( ); Comm. ( ); Application is hereby made to the Building Inspector of the Village of Rye Brook to renew a duly approved Wireless Telecommunications Special Permit at the location listed below.The applicant,by signing this document declares that any devices or equipment associated with the subject permit are continuously maintained& utilized in conformance with all applicable Local,County, State & Federal laws, codes, rules and regulations. Please attach copies of all FCC,or other required testing, inspection or maintenance reports. 1. Site Address: 1100 King Street - Building#4 International Drive 2. Property Owner& Phone: George Comfort& Sons, Inc. 200 Madison Ave., 26th Fl., NY, NY 10016 3. Applicant: New Cingular Wireless PCS, LLC (AT&T), One AT&T Way, Bedminster, NJ 4. Location of Equipment: Rooftop STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: (print name 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 acting as agent for the legal owner and is duly authorized to make& file this application. (indicate architect,attorney,contractor,cic..) 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 the Village of Rye Brook,and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of _-_) 20 day of January, 2 6 , 20 22 (signature oapplicant)g (signatu�re o p�rop�e rty owner) Peter S. Duncan (print name) (print name) (Notary) — —_y , (Notary) i 1.4 t 9.2.12 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET,RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 www.ryebrook.or¢ APPLICATION FOR RENEWAL OF WIRELESS TEL-COM PERMIT (To be filed every five(5)years) Permit#: Building Inspector: Fee Paid: $400.00 Date of Approval: Parcel ID#: 124.81-1-1 Bldg/Use Class: Res. ( ); Comm. ( ); Application is hereby made to the Building Inspector of the Village of Rye Brook to renew a duly approved Wireless Telecommunications Special Permit at the location listed below.The applicant,by signing this document declares that any devices or equipment associated with the subject permit are continuously maintained&utilized in conformance with all applicable Local,County, State& Federal laws, codes, rules and regulations. Please attach copies of all FCC,or other required testing, inspection or maintenance reports. 1. Site Address: 1100 King Street- Building#4 International Drive 2. Property Owner& Phone: George Comfort& Sons, Inc. 200 Madison Ave., 26th FI., NY, NY 10016 3.Applicant: New Cingular Wireless PCS, LLC (AT&T), One AT&T Way, Bedminster, NJ 4. Location of Equipment: Rooftop STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: , (print name 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 acting as agent for the legal owner and is duly authorized to make&file this application. (indicate architect,attorney,contractor,etc...) 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 the Village of Rye Brook,and all other applicable laws,ordinances and regulations. Sworn to before me this A 7" Sworn to before me this day of January 022 day of January 12022 (s' nature o pplicant) (signature of property owner) Josep D'Alto (print name) (print name) .: ( wry) (Notary) TAMI J. ESCOBAR Notary Public, State of New York No. 01 ES6067372 Oualified in Putnam County Commission Expires Dec. 10, 2oa-5 8.2.12 EXHIBIT B V ti — N N 04 CR 40 C14 N tiCD V- LU t m IL CO) > en- LO 'OL z z CL 1 LL LU z .0 0 �m w mi, CE 0 a m CL lu x A CL a LU 0 IX 'm 1XI U. o CO t7 LL LU 0 ca Cl) w 5� LU LU o < CY re LL V F- 4c LL M. z CIO 0Z 1— Lu 00 rb 4-- rr cv) fl j j d4-,' w a Q 01' 0 0 z C� ui 04 Lu It Pod Ul z 0 fat", 409) O'e;b t7e 16 0 'UKI CL 61 V V 17E E (a 0 io > 0 'Cc,"C —M as zz'. w 0 .5 o- 'i g CD COL ra -S 0 '0 - CL 0 z z 10 0 0 w 0 c 'R 0 C11 -Ra Z c.0 -2 Eco m F- E z a IOU N ca 0 a 0 0 y)C13 0 MC .j — 0) 0) CO: E -r9.L .E S -0 Li C#7 r- c 4) co 2 (L N 0 E< :5 > E a , m CD O. >1 0. M r- CL C m CD I lxlxlxlxl CL < < cc u) < i On a motion made by Trustee Feinstein and seconded by Trustee Rosenberg the following resolution was adopted. CONSIDERING APPLICATIONS TO AMEND AN APPROVED SITE PLAN AND ISSUE A SPECIAL PERMIT TO INSTALL AN ATTACHED WIRELESS TELECOMMUNICATIONS FACILITY AT 4 INTERNATIONAL DRIVE SUBMITTED BY NEW CINGULAR WIRELESS PCS, LLC ON BEHALF OF RECKSON OPERATING PARTNERSHIP,LP OR ITS SUCCESSOR WHEREAS, New Cingular Wireless PCS, LLC submitted applications to the Village of Rye Brook on behalf of then property owner Reckson Operating Partnership or its successor, LP, to amend an approved site plan and obtain a special permit to add an attached telecommunications facility to the roof of Building #4, International Drive, Reckson Office Park, Rye Brook, New York, in the 013-1 Zoning District and the King Street Scenic Roads Overlay Zoning District; and WHEREAS, the Village Board of Trustees is the Approval Authority for the application in accordance with Section 209-1.A (1) of the Village Code; and WHEREAS, the Village Board of Trustees has received and reviewed the information submitted by the Applicant in connection with the application, as follows: Site plan and special permit applications, an exterior building permit application, a Full EAF (Parts 1 and 2), a letter of transmittal prepared by Cuddy and Feder, LLP dated August 30, 2006, a visual analysis prepared by Creative Visuals, Inc., binders of supporting exhibits and the following plans prepared by Dewberry- Goodkind, Inc., Mount Laurel,NJ: Sheet Number Sheet Title Date T01 Title Sheet rev.3/16/06 Z01 Site Plan rev.3/16/06 Z02 Roof Plan&Antenna Specifications rev.3/16/06 Z03 Equipment Layout rev.3116/06 Z04 Utility Routing Layout on Third Floor rev.3/16/06 Z05 Elevation Views rev.3/16/06 Z06 Vicinity Map rev.3116/06;and WHEREAS, the subject application was referred to the Westchester County Department of Planning for notification only; and WHEREAS, on February 27, 2007 the Board of Trustees opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the public hearing was closed on February 27, 2007; and i j WHEREAS, the Board of Trustees reviewed the report and recommendations of the Village Planning Board, the Rye Brook Technology and Communications Commission and the consulting firm of HDR/LMS, the I Village planning consultant and Village staff; and WHEREAS, the Board of Trustees is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Board of Trustees, acting as Lead Agency for environmental review of the application under SEQRA, determines the proposed modifications to the approved site plan to be minor in nature and adopts a Negative Declaration hereby ending the State Environmental Quality Review process; and BE IT FURTHER RESOLVED, that the Village of Rye Brook Board of Trustees approves the applications submitted by New Cingular Wireless PCS, LLC on behalf of the property owner Reckson Operating Partnership, LP, or its successor, to amend an approved site plan and obtain a special permit to add an attached telecommunications facility to the roof of Building #4, International Drive, Reckson Office Park subject to the following conditions: 1. The special permit will be valid for a term of five (5) years from the date of issuance. 2. Removal of all existing non-operational antennas from the roof of 4 International Drive. 3. Installation of FCC approved signage at point of entry to the roof and in the vicinity of the equipment cabinets and any other area required by the FCC. 4. Review and approval by the Village Engineer of all colors and textures of all proposed equipment. TRUSTEE BROWN AYE TRUSTEE FEINSTEIN NAY TRUSTEE SANDERS ROMANO AYE TRUSTEE ROSENBERG AYE MAYOR RAND AYE I M r r p r r N r 4 0 0 L C � N N OR oc O O r" Cl) cf) J w EL N cD m r L O C Ld m M r o Aw OL om o m = p o .� u. o m ' ae a9 ' M a a o w Oi Vimcr W O �J 7 W o o CLCL a :m o J UA r r � r r � N 0 N m U 00 C) Q 0 L C o � J W O �0 a V o - m uj Q a a� 2e03 �s a Q _ 9, m > C „ � cs $ o • C2 , � m m y c -C � m °>Q� a o M N Q d J m O m t m w x 7p L X X X C ggS 0.0 F 1—QQ 0 Q S aio�A a4;4;a'.",a aaaa 414aa4�144114 On a motion made by Trustee Rednick and seconded by Trustee Rosenberg,the j following resolution was adopted. CONSIDERING APPLICATIONS TO AMEND AN APPROVED SITE PLAN AND EXTEND A SPECIAL PERMIT FOR INSTALLATION OF AN ATTACHED WIRELESS TEI ECOMML-INICATIONS FACILITY AT 4 INTERNATIONAL DRIVE SUBMITTED BY NEW CINGULAR WIRELESS PCS,LLC ON BEHALF OF RE,CKSON OPERATING PARTNERSHIP,LP WHEREAS, New Cingular Wireless PCS, LLC ("Applicant') submitted applications to the Village of Rye Brook on behalf of the property owner Reckson Operating Partnership,LP,to amend an approved Site Plan and amend and extend an approved Special Permit for Building #4, International Drive, Reckson Office Park, Rye Brook, New York, in the OB-1 Zoning District and the King Street Scenic Roads Overlay Zoning District;and WHEREAS, the Village Board of Trustees is the Approval Authority for the application in accordance with Sections 209-1.A(1) and 250-6(H)(1)(c) of the Village Code;and WHEREAS, the Village Board of Trustees has received and reviewed the information submitted by the Applicant in connection with the application, as follows: 1. Site Plan Application and Checklist 2. Application for Wireless/Attached Wireless Telecommunications Facility Special Permit 3. Letter to the Board of Trustees from Cuddy and Feder,LLP,White Plains, N.Y.dated September 7,2011 and October 27,2011 4. AT&T LTE Antenna Upgrade Evaluation dated August 26,2011 and October 26,2011,prepared by Dewberry-Goodkind,ins,Parsippany,N.J. 5. RF Exposure Analysis for Proposed New Cingular Wireless PCS,LLC (AT&T)Antenna Facility dated August 23,2011,prepared by Bechtel Communications,Inc.,Montvale,N.J. 6_ 'Technical Review Report Letter to the Board of Trustees dated October 13, 2011,from HDR Architectute and Engineering,P.C.,Pearl River,N.J. 7. Engineer's Plans,prepared by Dewberry-Goodkind,Inc.,Parsippany,N.J_: Sheet Number Sheet Title Date Tol Title Sleet rcv.4/27/11 A01 Site Plan and Geneml Notes rev.4/27/11 A02 Roof Plan ei Details rev.4/27/11 A03 Eqm,Imenl Layoat Plan and Details rev.4/27/11 A04 E'letialion Views rev.4/27/11 A05 Constnretion Details rev.4/27/11 I Ol RRH stem Diag[YWiring Diagram rev.4/27/11 E02 Syram rev.4/27/11 ED3 Electrical,Notes,Symbols rev.4/27/11 E04 Grounding Notes and Details rev.4/27/11 WHEREAS,the subject application was referred to the Westchester County Department of Planning for notification only;and i WHEREAS,on November 22,2011 the Board of Trustees opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the public hearing was closed on November 22,2011;and WHEREAS, the Board of Trustees reviewed the Report and Recommendations of the Village Planning Board, the consulting firm of HDR/LMS,the Village Planning Consultant and grillage Staff,and WHEREAS,the Board of Trustees is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Board of Trustees hereby approves, on the recommendation of the Village Engineer and the Village Planning Board, the waivers requested by the Applicant which include those submission requirements not fulfilled by the Applicant's September 7,2011 submission;and be it FURTFTF.R RESOLVED, the applications submitted by New Cingular Wireless PCS, LLC on behalf of the property owner Reckson Operating Partnership, LP, or its successor, to amend an approved Site Plan and Special Permit to update the existing wireless telecommunications facility through installation of the following. three (3) previously approved antennas; one (1) GPS antenna;six (6)remote radio head units;three (3)DC2 boxes;new fiber and power cables;and additional equipment including a new cabinet,as well as the legalifa`tion of an existing GPS antenna,in accordance with the approved site plan at Building #4, International Drive, Reckson Office Park, and to extend the special permit previously approved on February 27,2007 which is scheduled to expire on February 27,2012,subject to the following conditions: 1. The Special Permit shall be valid for a term of five(5)years from the date of this Resolution. I 2. FCC warning signage shall be routinely impected and maintained at the site by New Cingular Wireless PCS,LLC. Protocols for site access and maintenance must be filed with the Village for this rooftop antenna site. 3. Appropriate grounding and local code compliance should be established during the installation of the New Cingular Wireless PCS, LLC equipment and connections with existing electric and telephone utilities. It is understood that on-site connections will be utilized. Documentation of final construction (including but not limited to utility connections, "as-built" locations/heights of antennas and equipment cabinets, and signage) shall be provided to the Village Building Department. 4. Operations shall be maintained in accordance with the Village's Wireless Ordinance and all other relevant Village codes. Any future proposed increase in New Cingular Wireless PCS, LLC's number of antennas, antenna sizes/heights,or number/sizes of equipment cabinets shall be approved by the Village prior to any modifications. 5. All applicable Village Code requirements relating to operations, periodic compliance reporting, certifications, pem-4t renewals,and other items shall be adhered to by the applicant for the fife of the facility. 6. The new equipment to be mounted on the outward-facing side of the screen wall and on the penthouse walls shall be painted to be color-matched to the existing screen and penthouse walls. TRUTSEE BROWN AYE TRUSTEE MARROW AYE TRUSTEE REDNICK AYE TRUSTEE ROSENBERG AYE MAYOR FEINSTEIN AYE I Mate of 'Nefn ork Qlountq of eatcGeater os•: t �Pil(age of ?RUe �Oraok 1 hereby certify that this is the Resolution adopted by the Board of 11ustees of the Village of Rye Brook which was duly passed by said Board on __ November 22 20 11. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the Seal of the Village of Rye Brook,this 23 day of Nov robe , ' Zolj Christopher J. Bradbur Village Clerk On a motion made by Trustee Epstein and seconded by Trustee Klein,the following resolution was adopted. RESOLUTION CONSIDERING A WIRELESS TELECOMMUNICATIONS SPECIAL PERMIT RENEWAL OF AN EXISTING FACILITY AT 1100 KING STREET WHEREAS,on February 27,2007 the Village of Rye Brook approved a Site Plan and Special Permit to install an attached AT&T Wireless Communications facility to the roof of Building #4, International Drive, Reckson Office Park, 1100 King Street and located in the OB-1 Zoning District and the King Street Scenic Roads Overlay District;and WHEREAS,on November 22, 2011 an amended Site Plan and Special Permit was approved to update the existing wireless telecommunications facility through installation of the following: three (3)previously approved antennas;one(1)GPS antenna;six(6)remote radio head units;three(3)DC2 boxes;new fiber and power cables; and additional equipment including a new cabinet, as well as the legalization of an existing GPS antenna, and to extend the Special Permit that was due to expire on November 22,2016;and WHEREAS, on November 15, 2016 an application was received from AT&T Wireless Communications for the extension of the Special Permit for an additional five(5)year term;and WHEREAS,the applicant also intends to replace three (3) existing panels, one per sector, at the same locations and centerline heights,and add three(3)new 1900 MHz RRH Remote Radio Head (RRH) units, one per sector, which would not substantially change the physical dimensions of the existing site or present an incremental increase in potential visual impacts as compared with current conditions;and WHEREAS,the Board of Trustees is the approval authority for this Special Permit application in accordance with Sections 209-LA(1)and 250-6(t{)(1)(c);and WHEREAS,the applicant has requested a waiver of the following requirements of the Village Code: Section 250-39.D(9) - A special permit issued under this section may be renewed on application for additional five-year terns without a public hearing,provided that the applicant shall demonstrate compliance with the requirements of this section by its wireless telecommunications facility or attached wireless telecommunications facility,and shall pay the application fee for such renewal.The current License and Fee Schedule is on file in the Village Clerk's office. A renewal application shall be accompanied by a report from a qualified engineer demonstrating the structural integrity of the wireless or attached wireless telecommunications facility. Such report shall be accompanied by sufficient underlying data so that the analysis may be reviewed by a person expert in the field. Such report may be referred for professional review under Rye Brook Code Chapter 47 at the applicant's expense. The applicant is requesting that the special permit be renewed indefinitely or in the alternative for a new five(5)year term in accordance with Section 250-39(D)(9);and WHEREAS, this application was referred to Michael Musso of HDR/LMS for review and recommendation as allowed by Village Code Section 250-39(D)(9) and any approval of the special permit renewal will be conditioned upon the recommendation from HDR/LMS;and WHEREAS, the Board of Trustees determines that the proposed action is a Type II action pursuant to 6 NYCRR Part 617 of the State Environmental Quality Review Act with respect to the approval of said Special Permit renewal;and WHEREAS, because the proposed action is a Type II action, no further SEQRA review is required;and WHEREAS, a public hearing is not required for a renewal application for a Special Permit pursuant to Section 250-39(D)(9)of the Village Code. NOW THEREFORE BE IT RESOLVED,that the Village of Rye Brook Board of Trustees hereby denies the applicant's request made under Village Code Section 250-39(G)for a waiver of the Special Permit for an indefinite period of time;and be it FURTHER RESOLVED, that the Village of Rye Brook Board of Trustees hereby approves the Special Permit renewal for the AT&T Wireless Telecommunications Facility on the roof of Building #4, International Drive, Reckson Office Park, 1100 King Street subject to the following conditions: 1. The Special Permit shall be valid for a term of five (5) years from the date of this Resolution. 2. The Special Permit renewal shall be subject to any conditions placed on this site based on the pending review and recommendations of HDR/LMS, including at a minimum the following: a. Color matching and painting of the proposed panel antennas, antenna mounts/supports, and visible portions of ancillary equipment (e.g., RRHs, cables) shall conform to the colors of the existing panel antennas at the site and the building roof elements. b. FCC signage should be routinely inspected and maintained around the roof-based equipment and at rooftop accessways by AT&T. c. Any building roof maintenance or inspection activities by persons not trained in RF exposures should be coordinated appropriately between the owner/operator of the building and the wireless carvers to eliminate the potential for RF exposures at levels above the general public MPE. d. Operations should be maintained in accordance with the Village's Wireless Ordinance and all other relevant Village codes. Any proposed increase in AT&T's number of antennas, antenna sizes, or number/sizes of ground-based equipment cabinets shall be approved by the Village prior to any modifications. 3. The applicant shall comply with Section 250-39(D)(7) of the Village Code regarding the submission of annual reports. 4. All conditions set forth in the November 22, 2011 Resolution of the Board of Trustees approving an Amended Site Plan and Special Permit Extension shall remain in full force and effect. 5. No permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN AVE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE TRUSTEE REDNICK AYE MAYOR ROSENBERG AVE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on January 10,2017 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook,this 271h day of January,2017 Villag Ierk EXHIBIT C KMB DESIGN GROUP Structural Analysis Report For [ PASS International Drive, Building #4 Rye Brook, NY 10573 Site #: NYCNNY5621 Site Name: Rye Legacy Scope of Work: 3C (WCS) + 4C (AWS3) KMB ID: 334.0247.AF6 Prepared For: New Cingular Wireless PCS, LLC (d/b/a AT&T) 1 AT&T Way Bedminster, NJ 07921 March 7, 2018 Analyzed By: Reviewed By: A 6 Arindam Bose Ekata A. Shah,P.E. NY PE License No. 087934 www.KNIBDG.com 1800 Route 34,Suite 209 ♦ Wall,NJ 07719 732.280.5623 Structural Analysis Report KMB 334.0247.AF6 DESIGN GROUP 3/7/2018 Contents 1. Introduction 2. Design Codes 3. Conclusion 4. Appendix A—Calculations 5. Appendix B—Specifications Structural Analysis Report KMB 334.0247.AF6 DESIGN GROUP 3/7/2018 1.0 Introduction Pursuant to your request, KMB has prepared this report describing the methodology and codes used to review the proposed equipment and antenna systems and their reactions imparted upon the building structure. The existing installation consists of(3) antenna sectors and an equipment platform on the roof of the building. Existing site conditions and equipment installation(s) were last observed by KMB on 01/10/2018. AT&T proposes to replace (1) existing antenna with (1) new antenna, (1) B25 RRH with (1) B25/B66 RRH and add(1)WCS RRH at each sector. 2.0 Design Codes As part of the design process, engineers licensed to practice in the State of New York,have reviewed the existing installation to which additional loads will be applied. The applicable design codes which govern the structural analysis of this project are as follows: - 2015 New York State Building Code - AISC Steel Construction Manual—14`h Edition - Building Code Requirements for Masonry Structures—A CI 530-13 (MSJQ - Minimum Design Loads for Buildings and Other Structures—ASCE 7-10 3.0 Conclusion No changes are proposed on the existing platform. Hence, the existing equipment platform was not analyzed as part of this application. The alpha & beta antenna systems are calculated to be within acceptable tolerances for pipe stress, deflection, and bending moment at the critical bending section. Based on our structural assessment and the calculation performed, we hereby conclude that the proposed installation is acceptable. Please refer to the attached calculations in Appendix A. Structural Analysis Report KMB 334.0247.AF6 DESIGN GROUP 3/7/2018 Appendix A Structural Calculations (�MB Structural Calculations Project ID:NYCNW5621 IM ID:334.0247AF8 P-Mon:0 Site Name:RYE LEGACY By.As Checked by.KTC Site Address:INTERNATIONAL DRME(BUILDKG 04YM BROOK NY 10573 Data:22 MIO Dala:2/26/2016 Load Calculations-Sector A Wind pressure(ASCE 7 10,6.5.10) or pion�ynr urea 11 0,=0.00256K,K,Kav(psfl K:= 1.10 V. 115 mph .uo K,.= 10 a•mv K,= 085 be- 0.751n Vg• 50 mph Exposure Height 52 ft R,• 31.6 psf \l agar a,Ilml• 6.0 psf e>sa.c ner G= 0.85 NNHM-SCOPE) SBNHMSCOPE) DB%(ANDREA-VTM LM (COMMSCOPE) (COMMSCOPE) (ANDREW) DC2 Box DC6 Box RRH4%25-WCS B25/866 RRH 700 M11r RRM a„rs.,R cur 1 •PRO►OSEO ANTENNA PLAN(SECTOR AI Height(In) 55.1 55.6 50.9 10.3 17.2 31.5 28.7 20 5 Width(in) 19.6 1IS 10.6 30.3 15A 12 15< 10.63 Area(sf) 7.5 4.6 3.7 0.7 1.8 2.6 3.1 1.5 Area be Area 8.5 5.5 4.6 1.0 2.2 3.2 3.6 1.9 Weight(lb) 83.8 33.5 31.3 16 21 70 98.1 60 h/d 2.8 4.7 4.8 1.0 1.1 2.6 1.9 1.9 C. 1.32 1.35 1.35 1.30 1.30 1.32 1.30 1.30 Wind Load,F(lb) 265 167 136 25 64 93 107 53 Wind Load,Fepb) 43 28 23 5 11 16 18 10 Max Wind Loadils) 265 167 136 25 64 93 107 53 Reactions from Stead: It a 193 Ibs Rtop 131 Ibs Raorrpu 105 Ibs Check Connections to Steel Screen N U-Bolts at each support. .. Tensile bad per U-soft: 97 Ibs Allowable tensile stress-1/2"DIA.U-Bolt: 2,355 Ibs OK Shear Load per U-Boit: 65 Ibs Allowable shear stress-1/2"DIA.U-BoN: 4,400 Ibs OK t/T.YIV 0.06<1.0 OK Oil Job No Sheet No Rev �� 334.0247.AF6 1 Software licensed to Regal Part Job Title SECTOR A Ref Sy AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 SectorA.s DateMme 23-Feb-201817:34 Job Information Engineer Checked Approved Name: AB KTC Date: 02/26/18 02/26/18 Project ID Project Name Structure Type I SPACE FRAME Number of Nodes 24 Highest Node 24 Number of Elements 20 1 Highest Beam 20 Number of Basic Load Cases 2 Number of Combination Load Cases 1 Included in this printout are data for: All I The Whole Structure Included in this printout are results for load cases: Type L/C Name Combination 10 DL+0.6(WL) Primary Load Cases Number Name Type 1 DEAD LOAD Dead 2 WIND LOAD Wind Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 10 DL+0.6(WL) 1 DEAD LOAD 1.00 2 WIND LOAD 0.60 Print Time/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 1 of 7 Job No Sheet No Rev 334.0247.AF6 2 Software licensed to Regal Part JObTMO SECTOR Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sectorks Datemme 23-Feb-201817:34 X z 3D Rendered View Print Time/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 2 of 7 r Job No Sheet No Rev or�p 334.0247.AF6 3 Software licensed to Regal Part Job Title SECTOR A Ref By AB Datc02/26/18 Chd KTC Client AT&T File 334.0247.AF6 SectorA.S Datemme 23-Feb-201817:34 PIPS25 P S30 PIPS25 PIPS25 530 i IPS25 S30 PIPS25 4S30 PIPS25 PIPS25 PIPS30 PI25 PS25 S30 PI 25 S30 1 25 425 Load 10 l Member View Print Time/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 3 of 7 Job No Sheet No Rev 334.4.0247.AF6 4 nAW SoRwre licemed t0 Regal Part Job Ttle SECTOR A Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector A.s Date/Time 23-Feb-2018 17:34 i I I Load 10 Load View Print Time/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 4 of 7 �I Job No Sheet No Rev 334.0247.AF6 5 Software licensed to Regal Part Job Ttle SECTOR A Ref By AB Datc02/26/18 Chd KTC Client AT&T File 334.0247.AF6 SectorA.s Datemme 23-Feb-201817:34 = 0.0 Ib = 11.3 Ib -69.4 1 b =0.0 Ib =8.8 Ib =-130.8 Ib — =0.0 Ib = -11.4 Ib = -102.6 Ib -0.0 Ib 8.5 Ib -23.4 Ib 0 Ib =7 .4 Ib i= -38.7 Ib O.O Ib = 160.4 Ib 0.0 Ib = 193.3 Ib t _-105.1 Ib o 0 Ib 38.0 Ib i8 Ib %X Load 10 Reaction view Print rime/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 5 of 7 r Job No Sheet No Rev 334.0247.AF6 6 r Software licensed to Regal Part Job Title SECTOR A Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 SectorA.s Date/Time 23-Feb-201817:34 Node Displacement Summary Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) Max X 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min X 1 10:DL+0.6(WL' 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Y 5 10:DL+0.6(WL; 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 Min Y 1 10 10:DL+0.6(WL; 0.000 1 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max Z 13 10:DL+0.6(WL; 0.000 -0.001 0.001 0.002 -0.000 0.000 0.000 Min Z 10 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max rX 22 10:DL+0.6(WL' 0.000 -0.001 -0.001 0.001 -0.000 0.000 0.000 Min rX 9 10:DL+0.6(WL; 0.000 -0.001 0.000 0.001 -0.000 0.000 0.000 Max rY 1 10:DL+0.6(WL' 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min rY 1 10:DL+0.6(WL; 0.000 -0.001 1 0.001 1 0.001 -0.000 0.000 0.000 Max rZ 1 10:DL+0.6(WL' 0.000 -0.001 0.001 1 0.001 -0.000 0.000 0.000 Min rZ 1 10.DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Rst 10 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max Dispalcement Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens Beam L/C Length Stress d Corner Stress d Corner (ft) (ksi) (ft) (ksi) (ft) 1 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 2 10:DL+0.6(WL; 5.000 1.175 0.000 -1.016 0.000 3 10:DL+0.6(WL; 1.500 0.045 0.000 -0.035 0.000 4 1 10:DL+0.6(WL; 0.667 0.702 0.000 -0.631 0.000 5 10:DL+0.6(WL; 0.667 0.040 0.000 -0.020 0.000 6 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 7 10:DL+0.6(WL; 5.000 1.649 0.000 -1.421 0.000 8 10:DL+0.6(WL; 1.500 0.335 0.000 -0.283 0.000 9 10:DL+0.6(WL; 0.667 0.988 0.000 -0.888 0.000 10 10:DL+0.6(WL; 0.667 0.116 0. 0 -0.019 0.000 11 10:X+0.61(WL; 1.000 0.014 1.00N, 1.000 12 10:DL+0.6(WL; 5.000 1.367 0.000 -1.180 0.000 13 10:DL+0.6(WL; 1.500 0.524 0.000 -0.409 0.000 14 10:DL+0.6(WL; 0.667 0.815 0.000 -0.737 0.000 15 10:DL+0.6(WL; 0.667 0.094 0.000 16 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 17 10:X+0.61(WL; 5.000 0.596 0.000 521 0.000 18 10.DL+0.6(WL; 1.500 0.284 0.000 -0. 0.000 19 10:DL+0.6(WL; 0.667 0.352 0.000 0.316 0.000 20 10:DL+0.6(WL; 0.667 0.077 0.000 -0.012 0.000 Max Stress Print Time/Date:23/02/2018 17:40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 6 of 7 pp- - Job No Sheet No Rev ��# 334.0247.AF6 7 Software licensed to Regal Part Job Title SECTOR A Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 SectorA.s Datelrime 23-Feb-201817:34 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (Ib) (Ib) (Ib) (kip-ft) (kip-ft) (kip-ft) Max FX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min FX 5 10:DL+0.6(WL' 0.0 138.0 -74.8 0.000 0.000 0.000 Max FY 11 10:DL+0.6(WL; 0.0 193. -105.1 0.000 0.000 0.000 Min FY 12 10:DL+0.6(WL; 0.0 -11. -102.6 0.000 0.000 0.000 Max FZ 6 10:DL+0.6(WL; 0.0 8.5 -23.4 0.000 0.000 0.000 Min FZ 18 10:DL+0.6(WL; 0.0 8.8 -130.8 0.000 0.000 0.000 Max MX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MX 5 1001-+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max MY 5 10:DL+0.6(WL' 0.0 138.0 -74.8 0.000 0.000 0.000 Min MY 5 10:DL+0.6(WL' 1 0.0 138.0 -74.8 0.000 0.000 0.000 Max MZ 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MZ 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max Reaction Pnnt Tme/Date:23/02/2018 17.40 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Pnnt Run 7 of 7 KMB Structural Calculations Project ID:NYCf84Y5621 KMB ID:334.0247AR6 R.AW.n ii Site Name:RYE LEGACY By.AS tlrtked by KTC Site Addreee:INTERNAnONµ DRME(BUILDNG")RYE BROOK.NY 10573 Dete:2/2812018 Debe',212&2018 Load Calculations-Sector B W endvressure(ASCE7V` 6.5.30) m xa v a,=a opzs6K,K„K,v'(psq K,= 1.10 V= 125 mph K.= 1.0 A xis nr K,= 0,85 i lee- 0.75 In « V.. 50 mph i -pain:H.%wr Exposure r Height 52 ft is.owe R.' 31.6 pst + , 9,Ilal• 6.0 pill G= 0.85 e NNHH-65A-R4 SBNHH-1D55A DBXLH-6565A-VTM �- ar Q (COMMSCOPE) (COMMSCOPE) (ANDREW) D Box DC6 Box RRH4)(25-WCS B25/B66 flflH 700 MHx RRH t •Fap.pEDAMTEMM MAN toR Height(in) 55.1 55.6 509 10.3 17.2 31.5 28.'7 20.5 Width(In) 79.6 11.9 10.6 30.3 15.4 12 15A 1D.63 Area(sf) 7.5 4.6 3.7 0.7 1.8 2.6 3.1 15 Area«Ice Area(sQ 8.5 5.5 4.6 1.0 2.2 3.2 3.6 1.9 Weight(lb) 83.8 33.5 31.3 16 21 70 88.1 60 h/d 2.8 4.7 4.8 1.0 1.1 2.6 1.9 1.9 C, 1.32 2.35 1.35 1.30 1.30 1.32 1.30 1.30 Wind Load,F(lb) 265 167 136 25 64 93 107 53 Wind Load,F..(Ib) 43 28 23 5 11 16 18 10 Max Wind Load(lb) 265 167 136 25 64 93 107 53 Reactions from Stead: Rwroul 204 Ibs Raw 153 Ibs R_ 64 Ibs Check Connections to Steel Screen N U-Bolts at each support Tensile bad per U-Boh: 102 'ibs Allowable tensile stress-1/2"DIA.U-Bolt: 2,355 Its OK Shear Load per U-Soft: 76 Ibs Allowable shear stress 4/2"DIA.U-Bon: 4,400 Ibs OK t/T«v/V= 0.06 <1.0 OK Job No Sheet No Rev 0"r 334.O247.AF6 1 Software licensed to Regal Part Job Title SECTOR B Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s DateMme 23-Feb-2018 18:41 Job Information Engineer Checked Approved Name: AB KTC Date: 02/26/18 02/26/18 Project ID Project Name Structure Type I SPACE FRAME Number of Nodes 22 Highest Node 24 Number of Elements 18 1 Highest Beam 20 Number of Basic Load Cases 2 Number of Combination Load Cases 1 Included in this printout are data for: All I The Whole Structure Included in this printout are results for load cases: Type L/C Name Combination 10 DL+0.6(WL) Primary Load Cases Number Name Type 1 DEAD LOAD Dead 2 WIND LOAD Wind Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 10 DL+0.6(WL) 1 DEAD LOAD 1.00 2 WIND LOAD 0.60 PrintTme/Date:23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 1 of 7 Job No Sheet No Rev 334.4.0247.AF6 2 n4w Software licensed to Regal Part JobTMO SECTOR B Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s DateRme 23-Feb-2018 18:41 3D Rendered View Print Time/Date:23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 2 of 7 Job No Sheet No Rev �� �p. 334.0247.AF6 3 Software licensed to Regal Part Job Ttle SECTOR B Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s DateMme 23-Feb-2018 18:41 PIPS25 'PIPS25 Ix S30 PIPS25 S30 1 Pr S30 �IPS25 PIPS25 S30 PIPS25 PIPS25 P=5 P S30 PIS PLPS30 PS25 PI 5 PS25 Member View Print Time/Date:231022018 18,45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Pnnt Run 3 of 7 Job No Sheet No Rev 334.4.O247.AF6 4 n4w Software licensed to Regal Part Jobrme SECTOR B Rat By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s DateMme 23-Feb-2018 18:41 Load 10 Load View Print Time/Date:23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 4 of 7 Job No Sheet No Rev 334.0247.AF6 5 Software licensed to Regal Part Job Title SECTOR B Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s Date/Time 23-Feb-2018 18:41 === 0.0Ib 8.5 Ib 23.4 I b = .0 Ib =-5.5 Ib =-96.1 Ib -0.0 Ib -35.3 Ib _ -94.2 Ib -0.0 Ib _ -45.8 Ib _-152.9 Ib 0 Ib = 138.0 Ib 0.0 Ib = -74.8 Ib 140.5 Ib .0 Ib --40.2 Ib = 152.3 Ib 0.0 Ib =-83.7 Ib =203.5 Ib _-62.7 Ib Y� Load 10 Reaction View Print Time/Date:23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 5 of 7 Fill Job No Sheet No Rev 334.0247.AF6 6 Software licensed to Regal Part Job Title SECTOR B Ref BY AB Date02/26/18 Chd KTC Client AT&T He 334.0247.AF6 Sector B.s Date/rime 23-Feb-2018 18:41 Node Displacement Summary Node UC X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) Max X 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min X 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Y 5 10:DL+0.6(WL; 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 Min Y 4 10:DL+0.6(WL; 0.000 1 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max Z 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min Z 4 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max rX 14 10:DL+0.6(WL; 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Min rX 6 10:DL+0.6(WL' 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 Max rY 1 10:DL+0.6(WL' 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min rY 1 10:DL+0.6(WL; 0.000 -0.001 1 0.001 0.001 -0.000 0.000 0.000 Max rZ 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min rZ 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Rst 4 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.0 -0.000 0.000 0.000 Max Displacement Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens Beam UC Length Stress d Corner Stress d Corner (ft) (ksi) (ft) (ksi) (ft) 1 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 2 10:DL+0.6(WL; 5.000 1.175 0.000 -1.016 0.000 3 10:DL+0.6(WL; 1.500 0.045 0.000 -0.035 0.000 4 100L+0.6(WL; 0.667 0.702 0.000 -0.631 0.000 5 10:DL+0.6(WL; 0.667 0.040 0.000 -0.020 0.000 6 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 7 10:DL+0.6(WL; 5.000 1.298 0.000 -1.121 0.000 8 10:DL+0.6(WL; 1.500 0.3361 0.000 -0.283 0.000 9 10:DL+0.6(WL; 0.667 0.776 0.000 -0.697 0.000 10 10:DL+0.6(WL; 0.667 0.084 0.000 11 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 12 10:DL+0.6(WL; 3.750 0.938 3.750 -0.761 3.750 13 10:DL+0.6(WL; 1.500 0.524 0.000 -0.409 0.000 15 10:DL+0.6(WL; 0.667 0.309 0.000 1 -0.164 0.000 16 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 17 100L+0.6(WL; 3.750 0.608 3.750 -0.509 3.750 18 100L+0.6(WL; 1.500 0.284 0.000 -0.234 0.000 20 10:DL+0.6(WL; 0.667 0.229 0.000 -0.140 0.000 Max Stress Print Time/Date.23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 6 of 7 ppp- Job No Sheet No Rev � 334.O247.AF6 7 � Software licensed to Regal Part Job Me SECTOR B Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector B.s Date/Time 23-Feb-2018 18:41 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (Ib) (Ib) (Ib) (kip-ft) (kip-ft) (kip-ft) Max FX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min FX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max FY 14 10:DL+0.6(WL' 0.0 203.5 -62.7 0.000 0.000 0.000 Min FY 18 10:DL+0.6(WL; 0.0 -45. -152.9 0.000 0.000 0.000 Max FZ 6 10:DL+0.6(WL; 0.0 8.5 -23.4 0.000 0.000 0.000 Min FZ 18 10:DL+0.6(WL; 0.0 -45.8 -152.9 0.000 0.000 0.000 Max MX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max MY 5 10:DL+0.6(WL, 0.0 138.0 -74.8 0.000 0.000 0.000 Min MY 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max MZ 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MZ 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max Reaction Print Tme/Date:23/02/2018 18:45 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 7 of 7 (tKMB Structural Calculations Pro)ec1ID:NYCNNY5621 KMB 10:334.02471P8 Rexwbn:0 Site Name:RYE LEGACY BY:A8 d"ad by.KTC Site Address:INTERNAnONAL DRIVE 03UILDNG 44XWE BROOK NY 10573 Date:2262018 Date:2/2G2018 Load Calculations-Sector C I u Wind Pressure(ASCE 7-10,6.5.10) •m o.w=�} % 0.002s6KKK`7'(of)s K,= 1.10 V. 115 mph K. = 1.0 K= 0.85 - --� Ice= 0.75 In V'.= SO mph0 OLD e,.e..,awwra Exposure C Height 52 ft 9.= 31.6 psf ,wwi 10 ro\(, q,(ice)= 6.0 psi l G= 0.85 NNMMSCOR4 SBNHMSCOPE) OBX(ANDREW) DC2 Box DC6 Box RRH4X25-WCS B25/B66 RRH 700 MHt RRH su"m°r°a®awreau n.w taECYatq (COMMSCOPE) (CCMAMSCOPE) (ANDREW) Height(in) 55.1 55.6 50.9 10.3 17.2 31.5 28.7 20.5 Width(in) 19.6 11.9 10.6 10.3 15.4 12 15.4 10.63 Area(sn 7.5 4.6 3.7 0.7 1.8 2.6 3.1 1.5 Area+Ice Area(sf) 8.5 5.5 4.6 1.0 2.2 3.2 3.6 1.9 Weight(lb) 83.8 33.5 31.3 16 27 70 88.1 60 h/d 2.8 4.7 4.8 1.0 3.1 2.6 1.9 1.9 C, 1.32 1.35 1.35 1.30 1.30 1.32 1.30 1.30 Wind Load,F(Ib) 265 167 136 25 64 93 107 53 Wind Load,F,,,(Ib) 43 28 23 5 11 16 IB 10 Max Wind Load(lb) 265 167 136 25 64 93 107 53 Reactions from Staad: Rvaow 160 Ibs hop 131 Ibs Reo-ro.v BG Ibs Check Connections to Steel Screen 4 U-Bolts at each support: 2 Tensile load per U-Bak: 80 Its Allowable tensile stress-1/2"DIA.U-Bolt: 2,355 Ids OK Shear Load per U-Bon: 65 Its Allowable shear stress-1/2"DIA.U-Bon: 4,400 Ibs OK VT+V/V= 0.05 <1.0 OK Job No Sheet No Rev OrWt 334.O247.AF6 1 r� Software licensed to Regal Part Job Title SECTOR C Rat By AB Da"02/26/18 Ch'KTC Client AT&T File 334.0247.AF6 Sector C.e Datemme 23-Feb-2018 18:57 Job Information Engineer Checked Approved Name: AB KTC Date: 02/26/18 02/26/18 Project ID Project Name Structure Type I SPACE FRAME Number of Nodes 24 Highest Node 24 Number of Elements 20 1 Highest Beam 20 Number of Basic Load Cases 2 Number of Combination Load Cases 1 Included in this printout are data for: All I The Whole Structure Included in this pnntout are results for load cases: Type UC Name Combination 10 1 DL+0.6(WL) Primary Load Cases Number Name Type 1 DEAD LOAD Dead 2 WIND LOAD Wind Combination Load Cases Comb. Combination UC Name Primary Primary UC Name Factor 10 DL+0.6(WL) 1 DEAD LOAD 1.00 2 WIND LOAD 0.60 Print Time/Date:23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 1 of 7 Job No Sheet No Rev 334.0247.AF6 2 Software licensed to Regal Part Job Title SECTOR C Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector C.s DateMme 23-Feb-2018 18:57 3D Rendered View Print Tme/Date.23/02/2018 19.00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 2 of 7 Job No r heet No Rev �Or 334.0247.AF6 3 Software licensed to Regal Part Job Title SECTOR C Ref By AB Dale02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector C.E DateMme 23-Feb-2018 18:57 PIPS25 PCS30 PIPS25 A PIP PIPS25 S30 IPS25 S30 PIPS25 S30 PIPS25 PIPS25 S30 iPl 25 PJPPIPS25 ti S30 PI25 S90 1 2S Z I S Member View Print Time/Date:23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 3 of 7 ppl Job No Sheet No Rev OWE 334.0247.AF6 4 Software licensed to Regal Part Job Ttle SECTOR C Ref By AB Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector C.: Date/Tme 23-Feb-2018 18:57 1 Lood I I 10 Load View JI Print Time/Date:23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 4 of 7 � Job No Sheet No Rev 334.0247.AF6 5 Software licensed to Regal Part JOb TOO SECTOR C Ref By AB Date02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector C.�- Date/rime 23-Feb-2018 18:57 = 0.0 Ib = 8.5 Ib = -23.4 Ib =0.0 Ib _ -5.5 Ib -96.1 Ib =0.0Ib = 5.4 Ib = -75.9 Ib 0.0 Ib Y= 8.81b = -130.8 Ib 0Ib = 138.0 Ib _ -74.8 Ib )IM0.0 Ib 152.3 Ib -83.7 Ib 0.0 Ib = 111.3 Ib _ -60.1 Ib 0.0 Ib =160.4 Ib _-82.6 Ib Load 10 Reaction view Print Tme/Date:23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 5 of 7 Job No Sheet No Rev 334.4.O247.AF6 6 n4w Software licensed to Regal Part JOb Tide SECTOR C Ref By pig Da"02/26/18 Chd KTC Client AT&T File 334.0247.AF6 Sector C.s DateTme 23-Feb-2018 18:57 Node Displacement Summary Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) Max X 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min X 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Y 5 10:DL+0.6(WL; 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 Min Y 16 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.002 -0.000 0.000 0.000 Max Z 13 10:DL+0.6(WL; 0.000 -0.001 0.001 0.002 -0.000 0.000 0.000 Min Z 4 10:DL+0.6(WL' 0.000 -0.001 -0.002 0.003 -0.000 0.000 0.000 Max rX 20 10:DL+0.6(WL; 0.000 -0.001 0.000 0.001 -0.000 0.000 0.000 Min rX 18 10:DL+0.6(WL; 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 Max rY 1 10:DL+0.6(WL; 0.000 -0.001 1 0.001 0.001 -0.000 0.000 0.000 Min rY 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max rZ 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Min rZ 1 10:DL+0.6(WL; 0.000 -0.001 0.001 0.001 -0.000 0.000 0.000 Max Rst 4 10:DL+0.6(WL; 0.000 -0.001 -0.002 0.00 -0.000 0.000 0.000 Max Displacement Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens Beam L/C Length Stress d Corner Stress d Corner (ft) (ksi) (ft) (ksi) (ft) 1 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 2 10:DL+0.6(WL; 5.000 1.175 0.000 -1.016 0.000 3 10:DL+0.6(WL; 1.500 0.045 0.000 -0.035 0.000 4 10:DL+0.6(WL; 0.667 0.702 0.000 -0.631 0.000 5 10:DL+0.6(WL; 0.667 0.040 0.000 -0.020 0.000 6 10:DL+0.6(WL; 1.000 0.014 1.000 1 -0.021 1.000 7 10:DL+0.6(WL; 5.000 1.298 0.000 -1.121 0.000 8 10:DL+0.6(WL; 1.500 0.335 0.000 -0.283 0.000 9 10:DL+0.6(WL; 0.667 0.776 0.000 -0.697 0.000 10 10:DL+0.6(WL; 0.667 0.084 0.000 11 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 12 10:DL+0.6(WL; 5.000 1.3 0.000 -1.180 0.000 13 10:DL+0.6(WL; 1.500 0.5 0.000 -0.409 0.000 14 10:DL+0.6(WL; 0.667 0.815 0.000 -0.737 0.000 15 10:DL+0.6(WL; 0.667 0.094 0.000 16 1 10:DL+0.6(WL; 1.000 0.014 1.000 -0.021 1.000 17 10:DL+0.6(WL; 5.000 0.946 0.000 -0.821 0.000 18 10:DL+0.6(WL; 1.500 0.284 Now -0.234 0.000 19 10:DL+0.6(WL; 0.667 0.563 0. 00 -0.507 1 0.000 20 10:DL+0.6(WL; 1 0.667 1 0.051 0.0 0 Max Stress Print Time/Date.23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 6 of 7 A Job No Sheet No Rev 334.0247.AF6 7 Software licensed to Regal Part Job Tilde SECTOR C Ref BY AB Date02/26/18 Chd KTC Client AT&T Fi'e 334.0247.AF6 Sector C.: DateMme 23-Feb-2018 18:57 Reaction Summary Horizontal Vertical Horizontal Moment Node L/c FX FY FZ MX MY MZ (Ib) (Ib) (Ib) (kip-ft) (kip-ft) (kip-ft) Max FX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min FX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max FY 17 10:DL+0.6(WL; 0.0 160. -82.6 0.000 0.000 0.000 Min FY 12 10:DL+0.6(WL; 0.0 -5. -96.1 0.000 0.000 0.000 Max FZ 6 10:DL+0.6(WL; 0.0 8. -23.4 0.000 0.000 0.000 Min FZ 18 10:DL+0.6(WL; 0.0 8.8 -130.8 0.000 0.000 0.000 Max MX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MX 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Max MY 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MY 5 10:DL+0.6(WL' 0.0 138.0 -74.8 0.000 0.000 0.000 Max MZ 5 10:DL+0.6(WL; 0.0 138.0 -74.8 0.000 0.000 0.000 Min MZ 5 10:DL+0.6(WL' 1 0.0 138.0 -74.8 0.000 0.000 0.000 Max Reaction Print Time/Date:23/02/2018 19:00 STAAD.Pro V8i(SELECTseries 6)20.07.11.90 Print Run 7 of 7 Structural Analysis Report KMB 334.0247.AF6 DESIGN GROUP 3/7/2018 Appendix B Specifications AirScalc Dual . . Uq"-d**WWKybell" SOWB"12andBand1a Pryqueae as Bard 17:O172D-7a5MHz.UL 6Di-7'SMH + '9 S O_ Mndla:OL7SB-76814MM&UL76I1-796MNz hulnbw cf TXMX parts a 1 his- BaWatdm NAV Band 12:I GMhz.Band 1 is 10M1z Occupied BandwidM OBW Band I Z 1 SMHL Bend/is 10Wz Output twawr tin per Tx pert Shred bob,"n bands W&U46W pr bwldl Cirnono ns(root)height.wdBt.depth S60x303.177 Icunwtt vine•wee ortly) _ u 73009012401owallnot-trexceWwBhcowrwtdbrednq vclm,w(liters) 01(core only) !' We ght(kg) 'CIS(core oeM ci{lwmraN net•ea-exeeed rdtlt mar and breekaB r suppYyeltap'. e.oue Mary DCw/•S6ute-B011 Typical Pawn ConsuwVIlM SZSW IET7126hk -6X20Wprbet14 60W Par TX Pli K Antenna pits tTX/BX,A.3-* loll - Opdol porti_- - 2 X CPRI 9.9 GbPa ALO control interface: AGW.Ofrwn ANTI,2,3,a end MET (lower supply ANTI and 4hT3) • 00m inte4ows Ertrmala arm MDR.26 seral tor.Melar(a inputal DC arcUw pomp corwctor Operat(oeal unpwattrre nnp -401C to SS'C Wth no s•Ir wadi bwm prowam Class N16S botoledcn optiors Poh a well,vwt W or h eanial book mount prdteetida etas R s W NOKIA AlrScale Dual . . Su1'h:rted irpwncy I ands 36PP Band 25 and band 66 Freouenues Band 2S OL 1930-1995MHL UL ISWI915MMz bard 66 DL 2110-2200MMz.UL 1710-1750MHz . E Numt'v..f Tx/Rx 1... a Instanune.ws Bandrtdth 19W band 25 65MMz,band 66 7904Mz UL/90MIht DL Occul+td bandetdth OBW band 2S 650104z,Band 66 bOMMz Otrttnn).new Band 25 4.40W.Band 66 4.40W D "v,.%(nm)h*WM.*Mh.depth 560.30b.1 a9 ktrrent vne-ca re�rnlyl 730a390.240 Wvwaennt.tr ,xc..detth ewer and MacktO V.au 0.tenl -26 lane nrdy) W.%ht 04 •301c.r."Jo -40 6"A n.x•ty,-ma,"enh cuvw and 6rackeU r SuPIJy V'hage I V.hage Range DC-a6V/•36V w-60V Ty—I P.-G SZSW IET912ah Avg-a»26w per ttand,aOW par TX mart) Antenna 1-ft aTX/Rx.a 3.104 OvtKal I..ns 2.CPRI9 6 Cat,t•s ALDv..wAMtwfaces AISG301—ANT 1.2.3.aandMET 31 (Pulsar sragly ANY l and ANTS) Other wrlwfaces Eatwrtal alarm MDR-26 swtal a,nnectur la ovals) DC crculw I.a c—oct.r 01twab—al tarn'M_lore range -40tC to SS'C ledh nu solar kud) I, .ss lrubtthm class IP6S kwallouon av4 a P,de w eaE venal or ha ua w tntak mount Swp W�rt.cart Ctass0 SkA NOKIA Product Specifications COMMSC.PE' NNHH-65A-R4 8-port sector antenna,4x 698-896 and 4x 1695-2360 MHz, 650 HPBW,4x RETs Electrical Specifications Frequency Band, MHz 698-806 806-896 1695-1880 1850-1990 1920-2200 2300-2360 Gain, dBi 13.4 13.9 17.2 17.7 17.8 18.3 Beamwidth, Horizontal, 71 63 59 60 62 60 degrees Beamwidth, Vertical, degrees 16.6 14.7 7.3 6.9 6.5 5.9 Beam Tilt, degrees 2-16 2-16 2-12 2-12 2-12 2-12 USLS (First Lobe), dB 18 19 16 17 18 20 Front-to-Back Ratio at 1800, dB 27 29 35 36 37 37 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 25 25 25 25 25 25 VSWR I Return Loss, dB 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -150 -150 -150 -150 -150 -150 Input Power per Port, 350 350 300 300 300 250 maximum, watts Polarization ±450 ±450 ±450 ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA' Frequency Band, MHz 698-806 806-896 1695-1880 1850-1990 1920-2200 2300-2360 Gain by all Beam Tilts, average, 13.1 13.6 16.8 17.5 17.6 18.0 dBi Gain by all Beam Tilts Tolerance, dB t0.4 t0.5 t0.7 t0.4 t0.3 t0.5 2 ° 113.2 2 ° 113.7 2 ° 116.8 2 ° 117.7 2 ° 117.5 2 ° 117.9 Gain by Beam Tilt, average, dBi 9 ° 1 13.1 9 ° 1 13.7 7 ° 1 16.9 7 ° 1 17.6 7 ° 1 17.8 7 ° 1 18.2 16 ° 1 13.0 16 ° 1 13.3 12 ° 1 16.6 12 ° 1 17.3 12 ° 1 17.4 12 ° 1 17.5 Beamwidth, Horizontal f4.7 t4.4 t3.6 f1.7 t3.4 f4.8 Tolerance, degrees Beamwidth, Vertical Tolerance, t1,3 t0.9 t0.5 t0.4 t0.4 t0,3 degrees USLS, beampeak to 200 above 20 19 14 14 16 14 beampeak, dB Front-to-Back Total Power at 22 20 29 31 29 29 1800 t 300, dB CPR at Boresight, dB 21 23 17 20 20 17 CPR at Sector, dB 10 4 9 10 8 9 ' Comm cope@ supports NGMN recommendations on Base Station Antenna Standards (BASTA).To learn more about the benefits of BASTA, download the whitepaper Time to Raise the Bar on BSAs. Array Layout ©2018 CommScope,Inc.All rights reserved.All trademarks identified by&or TI are registered trademarks,respectively,of CommScope. All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:December 15, page 1 of 4 2017 January 12,2018 Product Specifications COMMSCI...PE' NNHH-65A-R4 Array (MHz) Conns (MRET) AISG RET UID 698-896 1-2 1 CPxxxxxxxxxxxxxxxMM.lxx 698-896 3-4 2 CPxxxxxxxxxxxxxMM.2 Yl 1695-2360 5-6 3 CPxxxxxxxxxxxxxxxMM.3 Y2 1695-2360 7-8 4 CPxxxxxxxxxxxxxxxMM.4. Y1 Y2 MW Left Right (Sizes of colored boxes are not Bottom true depictions of array sizes( Port Configuration • • ., General Specifications Operating Frequency Band 1695 — 2360 MHz 698 — 896 MHz Antenna Type Sector Band Multiband Performance Note Outdoor usage Total Input Power, maximum 900 W @ 50 °C Mechanical Specifications RF Connector Quantity, total 8 RF Connector Quantity, low band 4 @2018 CommScope,Inc.All rights reserved.All trademarks identified by O or TI are registered trademarks,respectively,of CommScope. All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:December 15, page 2 of 4 2017 January 12,2018 Product Specifications COMMS0 . PE{ NNHH-65A-R4 RF Connector Quantity, high band 4 RF Connector Interface 4.3-10 Female Color Light gray Grounding Type RF connector inner conductor and body grounded to reflector and mounting bracket Radiator Material Aluminum j Low loss circuit board Radome Material Fiberglass, UV resistant Reflector Material Aluminum RF Connector Location Bottom Wind Loading, frontal 872.0 N @ 150 km/h 196.0 Ibf @ 150 km/h Wind Loading, lateral 153.0 N @ 150 km/h 34.4 Ibf @ 150 km/h Wind Loading, rear 854.0 N @ 150 km/h 192.0 Ibf @ 150 km/h Wind Speed, maximum 241 km/h ( 150 mph Dimensions Length 1400.0 mm j 55.1 in Width 498.0 mm j 19.6 in Depth 197.0 mm j 7.8 in Net Weight, without mounting kit 30.5 kg j 67.2 lb Remote Electrical Tilt (RET) Information Input Voltage 10-30 Vdc Internal RET High band (2) j Low band (2) Power Consumption, idle state, maximum 1 W Power Consumption, normal conditions, maximum 8 W Protocol 3GPP/AISG 2.0 (Multi-RET) RET Hardware CommRET v2 RET Interface 8-pin DIN Female j 8-pin DIN Male RET Interface, quantity 1 female j 1 male Packed Dimensions Length 1582.0 mm j 62.3 in Width 608.0 mm j 23.9 in Depth 352.0 mm j 13.9 in Shipping Weight 43.7 kg j 96.3 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SI/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system @2018 CommScope,Inc.All rights reserved.All trademarks identified by 8 or TM are registered trademarks,respectively,of CommScope. All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:December 15, page 3 of 4 2017 January 12,2018 Product Specifications COMMSO ..PE` NNHH-65A-R4 011, Included Products BSAMNT-3 —Wide Profile Antenna Downtilt Mounting Kit for 2.4 -4.5 in (60 - 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. * Footnotes Performance Note Severe environmental conditions may degrade optimum performance ©2018 CommScope,Inc.All rights reserved.All trademarks identified by®or TM are registered trademarks,respectively,of CommScope. All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:December 15, page 4 of 4 2017 January 12,2018 DRAWINGS sawn:wsnnaN<wcw�sNnrnw��wpiw+olwomwxlon-vre.m.ms.<M nu wrwnxsw sww wn A+a�wr�exmo�[�mMt4ur�a4 cQ = H rah =g p ru LU Lu 3 E S E <1<Afl r- }J, F g� N � ° Z `s o � O 9 r K 81 ui uw I 2rt� t. 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Shore Fees: N/A.- SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan Other. ( ) ( ) SURVEY:Dated: Current: Archival:- Sealed: Unacceptably ( } (. PLANS:Date Stamped. ✓ Sealed Copies:, Electronic: °J Other, ( ) ( ) License: Workers Comp: Liability Comp.Waiver. Other. O O 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: N/A/: Other. ( } ( ) FIRE SUPPRESSION:Plans: Permit: N/A Other. { ) ( ) H.V.A.C.: Plans: Permit N/A: Other: ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other: ( ) ( ) 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 mug.date: approval: notes: ( )1�nTmtg.date: approval• notes: ( )PB mtg. date: approval: notes: REQUIRED EXLSTIN PROPOSED NOTFS : FroF FroauEMM- : &Cmr. Accs.Cov Ft.HS : Sd.H/Sb S zE& Tot : Ft.Inv: Hag' /Stories notes: