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44-014 (6) 5900 Broken Sound Parkway NW Boca Raton, FL 33487-2797 T + 561.995.76701 S ' F + 561.995.7626 sbasite.com LETTER OF AUTHORIZATION SBA Site ID: MA13219-A,Northampton 2 Property Located at: 245 Old Wilson Road,Northampton,MA,01062 THE CITY/COUNTY OF: Northampton/Hampshire APPLICATION FOR ZONING/USE/BUILDING PERMIT This letter authorizes Verizon Wireless and its authorized agents to file for all necessary zoning,planning and building permits(local,state and federal)for the purposes of installing,operating and maintaining a telecommunications facility on the existing tower on the property referenced above on behalf of Gil Verrillo. All approval conditions that may be granted to Verizon Wireless in connection with above referenced facility relating to this specific application are the sole responsibility of Verizon Wireless. SBA Infrastructure,LLC Jason Silberstein Executive VP,Site Leasing Date: 9/16/2014 ift Massachusetts Department of Public Safety Board of Building Regulations and Standards Cnnxtruction Supen hor License CS-071466 DENNIS W TEICIJERT 263 MOUNTAI V DR PITTSFIEID MA 01201 Expiration Conxnisswner 04/14/2015 A ° 4/30/2014 R" CERTIFICATE OF LIABILITY INSURANCE DATE(Mh2014Y1� 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER COMEAC Diane Wojcik Coakley Pierpan Dolan & Collins Insurance PH NE No (413)664-9366 FAX .(413)664-4723 26 Union Street A E-MAIL oogEgg:dwoicik@cpdcinsurance. INSURE R($)AFFORDING COVERAGE NAICN North Adams MA 01247 INSURERAMontpelier U.S. Insurance INSURED INSURERS.EXCelsior Insurance Company 1045 Berkshire Wireless Corp. INSURER Evanston Insurance Company 480 Pleasant Street INSURERD:Granite State Ins Co INS RER E: I.ee MA 01238 INSURER F: COVERAGES CERTIFICATE NUMBER-.13-14 & 14-15 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. ILIM TYPE OF INSURANCE POLICY NUMBER IM DM% L CY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TO RENTEU X COMMERCIAL GENERAL LIABILITY DAMAGE PREM We oocu $ 300,000 A CLAIMS-MADE [X OCCUR X SCO060025001142 /5/2014 /5/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO $ 2,000,000 X POLICY PRO LOG S AUTOMOBILE LIABILITY (Ea accident) LELIMIT S 11000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED X SCHEDULED A1054816 /5/2014 /5/2015 BODILY INJURY(per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ IX HIRED AUTOS X AUTOS once Mod Factor 1 $ X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DEO I X I RETENTIONS 5,00C KONJ459213 /5/2014 /5/2015 $ D WORKERS WC COMPENSATION STATU- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIFXECUTIVE0 NIA EL-EACH ACCIDENT S 1 000 OOO (Mandatory In H)EXCLUDED? C9931019 0/14/2013 0/14/2014 EL.DISEASE-FA EMPLOYE $ 1,000,000 (Mandatory In NH) it yyes describe under E.L.DISEASE-POL[CY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Verizon Wireless -- New England and all its subsidiaries and affiliates are included as additional insured to the above liability policies. Coverage is primary and non•-contributory with any insurance or program of self insurance that may be maintained by Verizon. Supplier shall waive its rights of subrogation against Verizon for claims that may arise out of services provided under this Agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Verizon Wireless- New England ACCORDANCE WITH THE POLICY PROVISIONS. 99 River Drive, 9th Floor AUTHORIZED REPRESENTATIVE East Hartford, CT 06108 Diane Wojcik/DIAWOJ � ACORD 26(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 mmnrmm ns Tha Ar.OPn names and Innn am raniattarad mnrke nr OCARrT Shatz, Schwartz and Fentin, P.C. Counsellors at Law September 22, 2014 VIA OVERNIGHT MAIL Mr. Louis Hasbrouck, Building Commissioner Office of the Building Commissioner Puchalski Municipal Building 212 Main Street Northampton, MA 01060 Re: Building Permit Application for Verizon Wireless Antenna Swap—254 Old Wilson Road,Northampton, MA Dear Mr. Hasbrouck: On behalf of Verizon Wireless, I am enclosing a building permit application for the above site along with a check made payable to the City of Northampton in the amount of$55.00 as payment for the building permit fee. When ready, please send the approved building permit to my attention at the address on this letterhead. A self-addressed stamped envelope is included for your convenience. Please don't hesitate to contact Attorney Ellen Freyman or myself if you have any questions or need any additional information. Thank you for your assistance. Sincerely, '(t'Y''v�l- 1� - Dana Cowl Paralegal /dmc Enclosures U\U 108\Verizon\2014\Pine Grove-NORTHAMPTON\LT BI w App1.092214 1441 Main Street,Springfield,MA 01103-1450 • 413-737-1131 • 413-736-0375(fax) www.ssfpc.com 149.0 ft1 DESIGNED APPURTENANCE LOADING N TYPE ELEVATION TYPE ELEVATION ° — Lightning Rod _- 148 98 - - i(1) Chain PAu80063/4CF w/Mount Pi e'122 7_ iI 'AIR 21-B2A/B4P w//Mount Pipe--_- 147 - - (2)1 me Low Profile Platform MNT p 122 i 138.0 R_ J -P_- CF wlMount -p Pw 122 -_ 'AIR 21 AIR 21 B4A/B2P w/Mount Pipe _-— 147 (2)HBX-6517DS Al w Mount Pipe 122.122 J AIR 21 84A/B2- ------t Pipe 147 LNX-4514DSA1 M w/Mount Pipe - ,122 -, I i KRY 112 144/1 147 (2)LNX-6514DS-AIM w/Mount Pipe ''122 (KRY 112 144/1 147 HBX 4517DS7 AIM w/Mount Pipe 122 ' KRY 112 144/1 147 (3)HBX 9014DS Al M w/Mount Pipe 122 1~L (1)12.5'Low Profile Platform MNT 147 RC2DC-4750 PF 48 122 - m w o 1 Pipe 122 R RRH2x40-AWS 1 -..IRRH2x40-AWS _ .122 -- --- -_ FS APXVIB-2065175-C w/Mount 140- - - —1 1 RFS APXVIB-2065175-Cw/Mount 140 RRH2x40-AWS 122 o vi Pipe _ _ RFSAPXVI8-2065175-C w/Mount 140 1 (Pipe MATERIAL STRENGTH GRADE Fy Fu GRADE Fy ! Fu Ill A572-65 65 ksi -80 ksi- . s4a a TOWER DESIGN NOTES - I - — 1. Tower is located in Hampshire County,Massachusetts. 11 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed fora 40 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. I 6. Tower Structure Class II. II < I 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:55% I I I I ' � I I � I 11 I � I I I I I I 1 I I I I I I Il�l l 46.8 ft 111! 1 I I ALL REACTIONS I ARE FACTORED 1 I I AXIAL I 79 K I I SHEAR MOMENT I I 6K J / 549 kip ft _r I TORQUE R E Q 0 kip-ft � P I mph h WIND-1.0000 in ICE I P I I � I AXIAL 44 K I I SHEAR I MOMENT 29 K ' 2851 kip-ft � P IIII I _ J 1 Y'L -1 oofl i _ TORQUE 1 kip-ft 1 REACTIONS-100 mph WIND IN - - - Y c - p c E n - m z v mI si' 3 FDH Engineering,Inc. °b Northampton 2,MA 13219-A-02 6521 Meridien Drive Pi 1425MO1400 Client:SBA Drawnby RKitsteiner IAppd Raleigh, North Carolina 27616 -Tower Ana Phone:(919)755-1012 Code: TIA 222-G Date:04/02/14 1Scale NTS — _ �- - FAX: 919 755-1031 Path 10wg No E-1 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 APPENDIX Document No.ENG-RPT-501S Revision Date:06/17/11 7 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc.to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or addition allupdated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. Document No.ENG-RPT-501S Revision Date:06117111 6 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2-Material Strength Member �Yield Strength Tower Shaft Sections 65 ksi Base Plate 60 ksi Anchor Bolts 75 ksi Table 3 displays the summary of the ratio(as a percentage)of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3-Summary of Working Percentage of Structural Components !L2 149-138 Pole TP37.36x35.56x0.25 1.5 Pass 138-94.75 Pole TP43.9906.08274.3215 19.6 Pass L3 94.75-46.75 Pole 751.27x42.4414.3215 44.1 Pass L4 46.75-0 Pole TP58.35x49.5543x0.375 55.0 Pass --- --- Anchor Bolts 16 2.25"0 w/BC=65' 53.1 Pass Base Plate 63"SQ PL x 2.75'thk 44.3 Pass Table 4-Maximum Base Reactions Axial 44 k 60 k Shear 29 k 29 k Moment 2,851 k-ft"" 3,653 k-ft 'Current analysis reactions are within an allowable factor of 1.35 per the ANSI/TIA-222-G standard when the original design reactions are based on an allowable stress design. Per our experience with foundations of similar type,the moment loading should control the foundation analysis, Document No.ENG-RPT-501S Revision Date:06/17111 5 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from the layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 -Appurtenance Loading Existing Loading: (3)Ericsson Air B2A B4P (6)1-5/8" 147 (3)Ericsson Air 64A BY (1)1-5/8"Fiber T Mobile 147 (1)17Low le Platform 3 Ericsson KRY112 114 TMDs 1 1-1/4"LMU 140 3 RFS APXV18-206517S-C 6 1-5/8" Metro PCs 140 ount (6) Antel LPA-80063/4CF 122 (6)Antel LPA-171080-CF (18)1-5/8" Verizon 122 (1)135 Low Profile Platform 3 Antel BXA-70063-6CF 1.Coax installed inside the pole's shaft unless otherwise noted. Proposed Loading: • (6) Antel LPA-80063/4CF (3)Commscope HBX-9014DS-A1 M (2)Commscope LNX-6514DS-AlM 122 (2)Commscope HBX-6517DS-A1 M (18)1-5/8" Verizon 122 (1)13.5'Low Profile Platform (1)Commscope HBX-4517DS-Al M (2)1-5/8"Fiber (1)Commscope LNX-4514DS-AIM (1)Commscope RC2DC-4750-PF-48 RET 3 Alcatel Lucent RRH 2x40-AWS RRUs Document No.ENG-RPT-501S Revision Date:06/17/11 4 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed a structural analysis of the monopole located in Northampton, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, geotechnical data, foundation dimensions, and member sizes was obtained from: ❑ Sabre Communications Corporation (Job No.05-04188)Structural Design Report dated April 21, 2005 ❑ Sabre Communications Corporation (Job No. 05-04188)original foundation drawings dated April 21,2005 ❑ JGI Eastern, Inc. (Project No.05180G)Geotechnical Investigation dated March 10,2005 ❑ FDH, Inc. (Project No. 08-07284T)TIA Inspection Report dated October 28,2008 ❑ SBA Network Services, Inc. The basic design wind speed per the ANSIITIA-222-G standard is 100 mph without ice and 40 mph with 1" radial ice. Ice is considered to increase in thickness with height. Furthermore, this structure as analyzed as a Class 11 structure in Exposure Category C,with a topographical factor of 1; and Spectral Response Accelerations of SS=0.224 and S,=0.066. Note: Per Section 2.7.3 of the ANSIITIA-222-G standard, the seismic/earthquake loading effects can be ignored if spectral response acceleration at short periods (Ss) is less than or equal to 1.00. The tower's location mandates a design Ss of less than 1.00,thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the existing and proposed antennas from Verizon in place at 122 ft, the tower meets the requirements of the ANSI/77A- 222-G standard provided the Recommendations listed below are satisfied. Furthermore, provided the foundation was designed and constructed to support the original design reactions (see Sabre Communications Corporation Job No. 05- 04188), the foundation should have the necessary capacity to support both the proposed and existing loading. For a more detailed description of the analysis of the tower,see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate(i.e.,the steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSIITIA-222-G standard are met with the existing and proposed loading in place, we have the following recommendations: 1. The proposed coax should be installed inside the pole's shaft. 2. RRH/RRU Stipulation: The proposed equipment may be installed in any configuration as determined by the client. Document No.ENG-RPT-501S Revision Date:06/17/11 3 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA13219-A-02 April 2,2014 TABLE OF CONTENTS EXECUTIVESUMMARY............................................................................................................................................................3 Conclusions............................................................................................................................................................................3 Recommendation...................................................................................................................................................................3 APPURTENANCELISTING.......................................................................................................................................................4 RESULTS...................................................................................................................................................................................5 GENERALCOMMENTS............................................................................................................................................................6 LIMITATIONS.............................................................................................................................................................................6 APPENDIX.................................................................................................................................................................................7 Document No.ENG-RPT-501S Revision Date:06/17/11 2 k FDH Engineering,Inc.,6521 Meridien Drive Raleigh,NC 27616,Ph.919.755.1012 Structural Analysis for SBA Network Services, Inc. 149'Monopole Tower SBA Site Name: Northampton 2 SBA Site ID: MA13219-A-02 Verizon Site Name: Pine Grove FDH Project Number 1425MO1400 Analysis Results Tower Components 55.0% Sufficient Foundation 57.8% Sufficient Prepared By: Reviewed By: 4e'i(/Lt/v/ Robert Kitsteiner, El Dennis D.Abel, PE Project Engineer Director of Structural Engineering MA PE License No.45976 FDH Engineering,Inc. , 0 �# � 6521 Meridien Drivee3r.i�s o. Raleigh, NC 27616 ABEL (919)755-1012 at" s i4 6'' �'1 45978� 0 info @fdh-inc.com a��fi�,�tsT��,� NAL 'z " April 2,2014 Prepared pursuant to ANSI/TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Document No.ENG-RPT-501S Revision Date:06117111 Antenna rAnten..: RF Feeder � - h Radio / ? Digital \� N sackhaul .�„ c, t Of Macro RRH for space-constrained cell sites Distributed silent solutions,with minimum impact • RRH2x60-AWS integrates two power • MIMO LTE operation with only one on the neighborhood,which ease the amplifiers of 60W rating(at each single unit per sector deployment antenna connector) • Improved uplink coverage with built- RETA and TMA support without • Support multiple carriers over the in 4-way receive diversity capability additional hardware thanks to the entire 3GPP band 4 • RRH can be mounted close to the AISG v2.0 port and the integrated • RRH2x60-AWS is optimized for LTE antenna,eliminating nearly all losses Bias-Tees. Bias-Tees support AISG operation in RF cables and thus reducing power DC supply and signaling. • RRH2x60-AWS is a very compact and consumption by 50%compared to lightweight product conventional solutions • Advanced power management • Distributed configurations provide techniques are embedded to provide easily deployable and cost-effective power savings,such as PA bias control solutions,near zero footprint and Specifications listed are hardware capabilities. Some capabilities depend on support in a specific software release or future release. Connectivity Safety and Regulatory Data Dimensions and weights • Two CPRI optical ports for • EMC:3GPP 25113,EN 301489-1,EN • HxWxD: 510x285x186mm daisychaining and up to six RRHs per 301489-23,GR 1089,GR 3108,OET- (27 1 with solar shield) fiber 65 • Weight: 20 kg(44 Ibs) • Type of optical fiber: Single-Mode • Safety: IEC60950-1,EN 60825-1,UL, (SM)and Multi-Mode(MM)SFPs ANSI/NFPA 70,CAN/CSA-C22.2 Electrical Data • Optical fiber length: up to 500m using • Regulatory: FCC Part 15 Class B, CE • Power Supply:-48V DC(-40.5 to- MM fiber,up to 20km using SM fiber Mark—European Directive 57V) • TMA/RETA: AISG 2.0(RS485 2002/95/EC(ROHS); • Power Consumption(ETSI average connector and internal Bias-Tee) 2002/96/EC(WEEE); 1999/5/EC traffic load reference) : 250W @2x60W • Six external alarms (R&TT-E) • Surge protection for all external ports • Health : EN 50385 RF Characteristics (DC and RF) • Frequency band: 1710-1755,UL/ 2110-2155 MHz,DL(3GPP band 4) Environmental specifications • Output power: 2x60W at antenna • Operating temperature:-40°C to connectors 55°C including solar load • Technology supported: LTE • Operating relative humidity: 8%to • Instantaneous bandwidth:45 MHz 1000/0 • Rx diversity: 2-way and 4-way uplink • Environmental Conditions: ETS 300 reception 019-1-4 class 4.1E • Typical sensitivity without Rx diversity: • Ingress Protection : IEC 60529 IP65 -105 dBm for LTE • Acoustic Noise : Noiseless(natural convection cooling) www.alcatel-lucent.com Alcatel,Lucent,Alcatel-Lucent and the Alcatel-Lucent logo are trademarks of Alcatel-Lucent.All other trademarks are the property of their respective owners.The information presented is subject to change without notice. Alcatel-Lucent assumes no responsibility for inaccuracies contained herein. Copyright©2012 Alcatel-Lucent.All rights reserved.M2012XXXXXX(March) ...........•.............................................Alcatel•Lucent AT THE SPEED OF IDEAS" i The Alcatel-Lucent RRH2x60-AWS is a high power, small form factor Remote Radio Head operating in the AWS frequency band (3GPP Band 4) for LTE technology. It is designed with an eco-efficient approach, providing operators with the means to achieve high quality and high capacity coverage with minimum site requirements and efficient operation. along with operations, administration The Alcatel-Lucent RRH2x60-AWS and maintenance (OA&M) is a very cost-effective solution to information. deploy LTE MIMO. ' The Alcatel-Lucent RRH2x60-AWS The RRH2x60-AWS includes a FIF integrates all the latest technologies. reversible mounting bracket which This allows to offer best-in-class allows for ease of installation characteristics. behind an antenna, or on a rooftop It delivers an outstanding 120 watts knee wall while providing easy of total RF power thanks to its two access to the mid body RF transmit RF paths of 60 W each. connectors. ,� T,, It is ideally suited to support multiple- The limited space available in some 6 input multiple-output (MIMO) 2x2 sites may prevent the installation of operation. traditional single-cabinet BTS equipment. However, many of ' It includes four RF receivers to these sites can host an Alcatel- ' natively support 4-way uplink Lucent RRH2x60-AWS installation, ' A reception diversity. This improves the ` radio uplink coverage and this can be Providing more flexible site y selection and improved network ME used to extend the cell radius quality along with greatly reduced commensurate with 2x2MIM0 2x60 installation time and costs. W for the downlink. The Alcatel-Lucent RRH2x60-AWS It supports multiple discontinuous LTE is a zero-footprint solution and is carriers within an instantaneous convection cooled without fans for bandwidth of 45 MHz corresponding silent operation, simplifying A distributed Node B expands the to the entire AWS B4 spectrum, negotiations with site property deployment options by using two The latest generation power owners and minimizing components, a Base Band Unit (BBU) amplifiers (PA) used in this product environmental impacts. containing the digital assets and a achieve high efficiency (>40%), Installation can easily be done by a separate RRH containing the radio- resulting in improved power single person as the Alcatel—Lucent frequency (RF) elements. This consumption figures. RRH2x60-AWS is compact and modular design optimizes available weighs about 20 kg, eliminating the space and allows the main need for a crane to hoist the BTS components of a Node B to be cabinet to the rooftop. A site can installed separately, within the same The Alcatel-Lucent RRH2x60-AWS is be in operation in less than one site or several kilometers apart. designed to make available all the day. The Alcatel-Lucent RRH2x60-AWS is benefits of a distributed Node B, with linked to the BBU by an optical- excellent RF characteristics, with low fiber connection carrying downlink capital expenditures (CAPEX) and low and uplink digital radio signals operating expenditures(OPEX). ......00. 0....0........................................Alcatel-Lucent 0 AT THE SPEED OF IDEAS' Product Specifications COMMSC PE� HBXX 9014DS VTM i -ANDREW I Wind Loading, maximum 420.0 N @ 150 km/h 94.4 Ibf @ 150 km/h Wind Speed, maximum 241.0 km/h 149.8 mph Dimensions Depth 166.0 mm 6.5 in Length 1294.0 mm 50.9 in Width 305.0 mm 12.0 in Net Weight 13.5 kg 1 29.8 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator HBXX-9014DS-R2M Model with Factory Installed AISG 2.0 Actuator HBXX-9014DS-A2M RET System Teletilt(k Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system U0 Included Products 600899A-2—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. @2014 CommScope,Inc.All rights reserved.All trademarks identified by®or TM are registered trademarks,respectively,of CommScope. page 2 of 2 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:June 26,2014 September 22,2014 3 Product Specifications COMMSC PE� POW RED BY ! DREW H BXX-9014 D S-VTM Andrew® Quad Port Teletilt(D Antenna, 1710-2180 MHz, 900 horizontal Beamwidth, RET compatible 0 Enhanced control of out-of-sector power improves co-channel interference, reduces softer hand-offs, improves capacity a The values presented on this datasheet have been calculated based on N-P-BASTA White Paper version 9.6 by the NGMN Alliance Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain by all Beam Tilts, average, dBi 15.9 15.9 16.0 Gain by all Beam Tilts Tolerance, dB t0.4 f0.4 f0.4 0 ° 1 15.9 0 ° 1 15.9 0 ° 1 16.0 Gain by Beam Tilt, average, dBi 5 ° 1 16.1 5 ° 1 16.1 5 ° 1 16.2 10 ° 1 15.7 10 1 15.7 10 ° 1 15.7 Beamwidth, Horizontal, degrees 88 88 88 Beamwidth, Horizontal Tolerance, degrees f4.7 f3.1 f3.8 Beamwidth, Vertical, degrees 7.5 7.1 6.7 Beamwidth, Vertical Tolerance, degrees f0.4 f0.4 ±0.5 Beam Tilt, degrees 0-10 0-10 0-10 USLS, dB 18 18 18 Front-to-Back Total Power at 1800 1 300, dB 21 21 21 CPR at Boresight, dB 19 20 20 CPR at Sector, dB 8 8 8 Isolation, dB 30 30 30 VSWR I Return Loss, dB 1.4 1 15.6 1.4 1 15.6 1.4 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -150 -150 -150 Input Power per Port, maximum, watts 350 350 350 Polarization ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm General Specifications Antenna Brand AndrewiR) Antenna Type DualPOI®quad Band Single band Brand DUalPoi@ I Teletilt(H) Operating Frequency Band 1710 - 2180 MHz Mechanical Specifications Color Light gray Lightning Protection do Ground Radiator Material Low loss circuit board Radome Material PVC, UV resistant RF Connector Interface 7-16 DIN Female RF Connector Location Bottom RF Connector Quantity, total 4 ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®or`are registered trademarks,respectively,of CommScope. page 1 of 2 All specifications are subject to change without notice.See www.commscope_com for the most current information.Revised_June 26,2014 September 22,2014 f Product Specifications ANDREW° N CommScope C cmpa„ti, LNX-6514DS-T4M Horizontal Pattern Vertical Pattern III I Freq:750,Tilt 0 Freq:750,Tilt 0 fit} U i __ , Freq:850,Tilt 0 Freq:850,Tilt 0 www.comm,scope.com/andrew @2011 CommScope,Inc.All rights reserved. All trademarks identified by®or T'"are registered trademarks or trademarks,respectively,of CommScope.All specifications are subject to change. page 3 of 3 See www.commscope.com/andrew for the most current information. 2/2/2011 r ` - ~-�N �� Product Specifications ��A(-,-.)rnmScope[bmmny UNX-6514D3-T4M Mechanical Specifications Color Light gray Connector Interface 7'16 ozm Female Connector Location Bottom Connector Quantity z Rodumc Material pibrrg|oss, ov resistant Wind Loading, maximum e17.7w @ 150 km/h zsa.e |m@ 150 km/h Wind Speed, maximum 241.0 km/h | 1*9.8 mpx Dimensions Depth 181.0 mm | 7.z in Length 1847.0 mm | 72.7 in w|um 301.0 mm | 11.9 in Net Weight 17.4 kg | 38.4 |u Regulatory Compliance/Certifications Agency Classification nons2noz/95/sc Compliant bvExemption China nonsSVTzzJ0o'zoo6 Above Maximum Concentration Value (M[v) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system INC—[UDED PR[]DU{--TS DB380 �4 Pipe Mounting Kit for 2.4-4.5 in (80' 115 mm) OD round members � DB5083 Dmwnd|tK8oundng Kit for 2.4'4.5in (S0- 115 mm) OD round members � °^ww.comm000po.rnm/ondrew @um«Co°=sop"'/�u.An'/ohm'°,"�d ,,�a°"",�^,,�"a°�",�"'��ne"�,°|r'o��"o��p°��u^n�"mc"//°",=�^"�i°umc��"n"� p"s"zo/3 See www.commscope.com/andrew for the most current information.'----------' - — —'registered 2/2/2011 Product Specii ti S ANDREW° A.CommScop'Co-npany W X-65 l 4 DS-T4M DualPol@ Antenna, 698-896 MHz, 650 horizontal beamwidth, fixed electrical tilt • Broadband, providing future-ready single antenna for application in 700 MHz and existing 850 MHz cellular operation • Air dielectric design provides superior PIM performance with repeatable antenna-to- antenna gain and pattern consistency • Single piece radome provides long term mechanical stability Proven core design technology, with over 1,000,000 similar antennas deployed • Exceptional USLS pattern shaping for optimizing coverage and interference mitigation for LTE applications • Specifically designed to have physical dimensions similar to most existing cellular antennas ---1A.RACTER STICS General Specifications Antenna Type DualPol® Brand DualPol® Operating Frequency Band 698 - 896 MHz Electrical Specifications Frequency Band, MHz 698-806 806-896 Beamwidth, Horizontal, degrees 65 65 Gain, dBd 13.8 14.5 Gain, dBi 15.9 16.6 Bearwidth, Vertical, degrees 12.0 11.0 Beam Tilt, degrees 4 4 Upper Sidelobe Suppression (USLS), typical, dB 18 18 Front-to-Back Ratio at 1800, dB 33 33 Isolation, dB 30 30 VSWR ( Return Loss, db 1.35:1 1 16.5 1.35:1 1 16.5 Intermodulation Products, 3rd Order, 2 x 20 W, dBc -150 -150 Input Power, maximum, watts 500 500 Polarization ±450 ±450 Impedance, ohms 50 50 Lightning Protection do Ground do Ground www.commscope.com/ondi-ew ©201 1 CommScope,Inc.All rights reserved. All trademarks identified by®or TM are registered trademarks or trademarks,respectively,of CommScope.All specifications are subject to change. page 1 of 3 See www.commscope.com/andrew for the most current information. 2/2/2011 Product Specifications CMMSC PE® PoWUM BY DREW .........._ .. %9 DB5083 - x Downtilt Mounting Kit for 2.4"-4.5" (60- 115 mm) OD round members.Includes a heavy- duty,galvanized steel downtilt mounting bracket assembly and associated hardware.This kit is compatible with the DB380 pipe mount kit for panel antennas that are equipped with two mounting brackets. 3 General Specifications Antenna Brand Andrew® Mount Type Downtilt mounts Application Outdoor Includes Brackets I Hardware Package Quantity 1 Mechanical Specifications Color Silver Material Type Galvanized steel Dimensions Compatible Diameter, maximum 114.3 mm 4.5 in Compatible Diameter, minimum 61.0 mm 2.4 in Net Weight 2.2 kg 1 4.9 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SI/T 11364-2006 Below Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®or TI are registered trademarks,respectively,of CommScope. Page 5 of 5 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:J,ily 26, 2013 January 13,2014 Product Specifications COMMSC PE® POWERED n ! -*A*MDREW .......... DB380 Pipe Mounting Kit for 2.4"-4,5" (60-115mm) OD round members on wide panel antennas. Includes 2 clamp sets and double nuts. General Specifications Antenna Brand Andrew® Mount Type Pipe mounts Application Outdoor Includes Brackets I Hardware Package Quantity 2 Mechanical Specifications Color Silver Material Type Galvanized steel Dimensions Compatible Diameter, maximum 114.3 mm 4.5 in Compatible Diameter, minimurn 61.0 mm 2.4 in Net Weight 2.8 kg 1 6.2 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant China RoHS SJ/T 11364-2006 Below Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system Ui 4,�e ©2014 CommScope,Inc-All rights reserved.All trademarks identified by®or TM are registered trademarks,respectively,of CommScope. Page 4 of 5 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:July 26, 2013 January 13,2014 MW Product Specifications COMMSC PEO W X 4514DS VTM POWFUD Rr ' IlIZANDREW.. i Horizontal Pattern Vertical Pattern u Freq:750,Tilt:0' Freq:750,Tilt:0' Freq:850,Tilt:0' Freq:850,T,It:0' ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®or TM are registered trademarks,respectively,of CommScope. Page 3 of 5 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:December 17, 2013 January 13,2014 Product Specifications CMMSC PE� LNX-4514DS-VIM I POWERED BY 00" W Length 1308.0 mm 1 51.5 in _..._ Width 389.0 mm 1 15.3 in Net Weight 13.3 kg 1 29.3 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 2.0 Actuator LNX-4514DS-AlM RET System Teletilt® Regulatory Compliance/Certifications Agency Classification ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system Included Products DB380—Pipe Mounting Kit for 2.4"-4.5" (60-115mm) OD round members on wide panel antennas. Includes 2 clamp sets and double nuts. DB5083—Downtilt Mounting Kit for 2.4"-4.5" (60 - 115 mm) OD round members. Includes a heavy-duty, galvanized steel downtilt mounting bracket assernbly and associated hardware. This kit is compatible with the DB380 pipe mount kit for panel antennas that are equipped with two mounting brackets. ©2014 CommScope,Inc.All rights reserved.All trademarks identified by 0 or TM are registered trademarks,respectively,of CommScope. Page 2 of 5 All specifications are subject to change withcut notice.See www.commscope.com for the most current information.Revised December 17, 2013 January 13,2014 *V�Ak 1W Product Specifications COMMSC PE® ......... PowERa)RY ANDREW J _ __ lNX-4514DS-V1 M Andrew@ Antenna, 698-896 MHz,451 horizontal beamwidth, RET compatible Broadband, providing future-ready single antenna for application in 700 MHz and existing 850 MHz cellular operation * Air dielectric design provides superior PIM performance with repeatable antenna-to- antenna gain and pattern consistency o Single piece radome provides long term mechanical stability Proven core design technology, with over 1,000,000 similar antennas deployed Specifically designed to have physical dimensions similar to most existing cellular antennas Electrical Specifications Frequency Band, MHz 698-806 806-896 Gain, dBi 15.5 16.4 Beamwidth, Horizontal, degrees 47 45 Beamwidth, Vertical, degrees 17.3 15.8 Beam Tilt, degrees 2-18 2-18 USLS, typical, dB 16 15 Front-to-Back Ratio at 1800, dB 32 28 Isolation, dB 30 30 VSWR I Return Loss, dB 1.4 1 15.6 1.4 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 Input Power per Port, maximum, watts 500 500 Polarization ±450 ±450 Impedance 50 ohm 50 ohm General Specifications Antenna Brand Andrewfr�) Antenna Type DualPol@ Band Single band Brand DualPol(k) I Teletilt® Operating Frequency Band 698 - 896 MHz Mechanical Specifications Color Light gray Connector Interface 7-16 DIN Female Connector Location Bottom Connector Quantity, total 2 Lightning Protection do Ground Radiator Material Aluminum Radome Material Fiberglass, UV resistant Wind Loading, maximum 586.4 N @ 150 km/h 131.8 Ibf @ 150 km/h Wind Speed, maximum 241.4 km/h 150.0 mph Dimensions Depth 163.0 mm 6.4 in @2014 CommScope,Inc.All rights reserved.All trademarks identified by®or TPA are registered trademarks,respectively,of CommScope. Page I of 5 All specifications are subject to change without notice.See www.commscope.com for the most current information. Revised: December 17, 2013 January 13,2014 Product Specifications COMMSC PEO HBX-651 6DS-T2M on the go Included Products DB390—Pipe Mounting Kit for 2.4 -4.5 in (60- 115 mm) OD round members. Use for narrow panel antennas. Includes two pipe mounts. DB5098—Downtilt Mounting Kit for 2.4 -4.5 in (60 - 115 mm) OD round members ©2012 CommScope, Inc.All rights reserved.All trademarks identified by®or TM are registered trademarks, respectively,of CommScope. page 2 of 2 All specifications are subject to change without notice.See www.commscope.com for the most current information. Revised:April 23, 2012 April 23,2012 Product Specifications COMMSC PE on the go HBX-6516DS-T2M DualPol@ Antenna, 1710-2180 MHz,650 horizontal beamwidth,fixed tilt Superior azimuth tracking and pattern symmetry to minimize any sector overlap Rugged, reliable design with excellent passive intermodulation suppression * Exceptional upper sidelobe suppression and front-to-back ratio Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain, dBi 17.9 18.0 18.1 Beamwidth, Horizontal, degrees 65 65 65 Beamwidth, Vertical, degrees 7.8 7.4 7.0 Beam Tilt, degrees 2 2 2 USLS,typical, dB 18 18 18 Front-to-Back Ratio at 1800, dB 30 30 30 Isolation, dB 30 30 30 VSWR I Return Loss, clB 1.4:1 1 15.6 1.4:1 1 15.6 1.4:1 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 Input Power per Port, maximum, watts 350 350 350 Polarization ±450 ±45° ±450 Impedance 50 ohm 50 ohm 50 ohm Lightning Protection do Ground do Ground do Ground Mechanical Specifications Color I Radome Material Light gray I PVC, UV resistant Connector Interface I Location I Quantity 7-16 DIN Female I Bottom 1 2 Wind Loading, maximum 256.8 N @ 150 km/h 57.7 Ibf @ 150 km/h Wind Speed, maximum 241.0 km/h 1 149.8 mph Dimensions Depth 83.0 mrn 1 3.3 in Length 1306.00 mm ( 51.42 in Width 166.00 mm 1 6.54 in Net Weight 4.50 kg 1 9.92 lb Regulatory Compliance/Certifications Agency Classification RoHS 2002/95/EC Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system U, @2012 CommScope, Inc.All rights reserved.All trademarks identified by 0 or TM are registered trademarks, respectively,of CommScope. page 1 of 2 All specifications are subject to change without notice.See vwvw.commscope.com for the most current information. Revised:April 23, 2012 April 23,2012 Now Product Specifications COMMSC ° PE� HBX-6517DS-T2M rawe o --I M�DREW Depth 83.0 mm 1 3.3 in Length 1902.0 mm 74.9 in Width 166.0 mm 6.5 in Net Weight 5.5 kg 1 12.1 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system U 5 lot 4 , 05 Included Products DB390—Pipe Mounting Kit for 2.4 -4.5 in (60 - 115 rnm) OD round members. Use for narrow panel antennas. Includes two pipe mounts. DB5098—Downtilt Mounting Kit for 2.4 - 4.5 in (60- 115 mm) OD round members ©2013 CommScope,Inc.All rights reserved.All trademarks identified by w or T"are registered trademarks,respectively,of CommScope. poge 2 of 2 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:September 11,2013 December 10,2013 a Product Specifications COMMSC ' PE 1 POWERED RY -1NDREW« _L._. HBX-6517DS=I 2M Andrew@ Antenna, 1710-2180 MHz,650 horizontal beamwidth,fixed tilt • Superior azimuth tracking and pattern symmetry to minimize any sector overlap • Rugged, reliable design with excellent passive intermodulation suppression • Exceptional upper sidelobe suppression and front-to-back ratio Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain, dBi 19.3 19.3 19.3 Beamwidth, Horizontal, degrees 65 65 65 Beamwidth, Vertical, degrees 5.2 4.8 4.5 Beam Tilt, degrees 2 2 2 USLS,typical, dB 18 18 18 Front-to-Back Ratio at 1800, dB 32 32 34 Isolation, dB 30 30 30 VSWR I Return Loss, dB 1.4 1 15.6 1.4 1 15.6 1.4 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 Input Power per Port, maximum, watts 350 350 350 Polarization ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm General Specifications Antenna Brand Andre-N@ Antenna Type DualPol® Band Single band Brand DuaIPol@ Operating Frequency Band 1710 - 2180 MHz Mechanical Specifications Color Light gray Connector Interface 7-16 DIN Female Connector Location Bottorn Connector Quantity, total 2 Lightning Protection do Ground Radiator Material Low loss circuit board Radome Material PVC, UV resistant Reflector Material Aluminum Wind Area, maximum 0.2 m2 1 1.8 ft2 Wind Loading, maximum 393.2 N @ 150 km/h 88.4 Ibf @ 150 km/h Wind Speed, maximum 241.5 km/h 1 150.0 mph Dimensions @2013 CommScope,Inc.All rights reserved,All trademarks identified by 1z or TM are registered trademarks,respectively,of CommScope. page 1 of 2 All specifications are subject to change without notice.See www.commscope.com for the most current information. Revised:September 11, 2013 December 10,2013 Amp hen o 1 1710-2170 MHz LPA-1 71080-8CF-EDIN-X V-Pol Lag Periodic 1 80° 1 16.0-16.5 dBi 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz 2° ( Vertical 2° I Vertical 2° I Vertical Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. REV030811 www.amphenoI-antennas.com 2 of 2 1710-2170 MHz Amphenol AN I ENNA SOLU I IONS LPA-1 71080-8CF-EDIN-X r,I 'NE V-POI Log Periodic 80' 16,0-16.5 dBi ............... Frequency bands 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz Polarization Vertical Horizontal bearnwidth 780 80* 77' Vertical beamwidth 6- 7- 6' Gain 13.9 dBd(16.0 dBi) 14.4 dBd(16.5 dBi) 13.9 dBd(16.0 dBi) Electrical clowntilt(X) 0,2 Impedance 500 VSWR :5 1.51 Null fill 5%(-26.02 dB) Input power 250 W Lightning protection Direct Ground Connector(s) 1 Port I EDIN or NE Female Center(Back) .......... Dimensions Length x Width x Depth 1207 x 105 x 175 mm 47.5 x 4.1 x 6.9 in Weight without mounting brackets 3.9 kg 8.5 lbs Survival wind speed >276 km/hr >171 mph Wind area Front:0.14 M2 Side:0.22 M2 Front:1.5 ft' Side:2.3 ft' Wind load @ 161 km/hr(100 mph) Front:185 N Side:317 N Front:42 lof Side:71 lbf .................... ating Opti..s Part Number 2-Point Mounting Bracket Kit 26799997 50-102 mm 2.0-4.0 in 2.3 kg 5.0 lbs 2-Point Mounting and Downtift Bracket KA 26799999 50-102 mm 2.0-4.0 in 2.3 kg 5.0 lbs 1710-1880 MHz 1850.1990 MHz 1920-2170 MHz ----------- Horizontal Horizontal Horizontal 30 30 0- Vertical 0' 1 Vertical 0' 1 Vertical Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. 1 of 2 www.amphenol-antennas.com REV030811 696-900 MHz IWO ANTENNA SOLU[IONS BXA-70063-6CF-EDIN-X X-Pol FET Panel i 63° C 14.5 fe d BXA-70063-6CF-EDIN-3 BXA-70063-6CF-EDIN-4 BXA-70063-6CF-EDIN-5 %o `rt X u \w �9L,, Y 1 Vertical 1 750 MHz 4° 1 Vertical 1 750 MHz 5° 1 Vertical 750 MHz Y Vertical 1 850 MHz 4° 1 Vertical 1 850 MHz 5° 1 Vertical 1 850 MHz BXA-70063-6CF-EDIN-6 BXA-70063-6CF-EDIN-8 BXA-70063-6CF-EDIN-10 110 '30 6° Vertical 1 750 MHz 80 1 Vertical 1 750 MHz 10° Vertical 1 750 MHz t5° t5°• t50 ° 6° Vertical 1 850 MHz 8° 1 Vertical 1 850 MHz 100 Vertical 1 850 MHz ........__ Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. REV0310 www.amphenol-antennas.com 2 of 2 696-900 MHz AN,_�,Amphenol BXA-70063-6CF-EDIN-X X-Po( I T Panel ( 6Y � 14.a dBd r�< <,E r I r :f,}�.,��n r Frequency bands 696-806 MHz 806-900 MHz Polarization t45° Horizontal beamwidth 65' 63' Vertical beamwidth 130 11a Gain 14.0 dBd(16.1 dBi) 14.5 dBd(16.6 dBi) Electrical downtilt(X) 0,2,3,4,5,6,8,10 Impedance 500 VSWR :51.35:1 Upper sidelobe suppression(0') -18.3 dB -18.2 dB g Front-to-back ratio(+/-30°) -33.4 d6 -36.3 d6 Null fill 5%(-26.02 dB) Isolation between ports <-25 dB Input power 500 W Lightning protection Direct Ground F., Connector(s) 2 Ports/EDIN or NE/Female/Center(Back) Dimensions Length x Width x Depth 1804 x 285 x 132 mm 71.0 x 11.2 x 5.2 in Depth with z-brackets 172 mm 6.8 in Weight without mounting brackets 7.9 kg 17 Ibs I Survival wind speed >201 km/hr >125 mph Wind area Front:0.51 m2 Side:0.24 m2 Front: 5.5ft2 Side: 2.6 ft' Wind load @ 161 km/hr(100 mph) Front: 759 N Side: 391 N Front: 1691bf Side: 89 Ibf 3-Point Mounting Bracket Kit 36210003 50-160 mm 2.0-6.3 in ! 6.3 kg 14 Ibs 3-Point Downtilt Bracket Kit(0-14°) 36210004 50-160 mm 2.0-6.3 in 7.3 kg 16 Ibs Downtilt Mounting Applications A mounting bracket and downtilt bracket kit must be ordered for downtilt applications Concealment Configurations For concealment configurations,order BXA-70063-6CF-EDIN-X-FP BXA-70063-6CF-EDIN-X BXA-70063-6CF-EDIN-0 BXA-70063-6CF-EDIN-2 �' 77 Horizontal 1 750 MHz 0' 1 Vertical 1 750 MHz 2° 1 Vertical 1 750 MHz rte' Horizontal 1 850 MHz 0° 1 Vertical 1 850 MHz 20 1 Vertical 1 850 MHz Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. 1 of 2 www.amphenol-antennas.com REV0310 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): &rtskl%c &;,a 04 e Address: �ko p/eG+_�,-hl City/State/Zip: Z e-e- /a e7/d3 I-V Phone #: %13 Y3--3a 1 Are you an employer? Check the appropriate box: Type of project(required): 1.g I am a employer with cq,S 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. 7. E] Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.insurance.: required.] 5. E] We are a corporation and its 10.El Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. LL Insurance Company Name: 9�G1 l i& S � Policy#or Self-ins. Lic.#: 600—9cl,30 1 Expiration Date: Job Site Address: 254 old Wilson Road City/State/Zip: Northampton, MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct~ Sian ature: Date: 0 Phone# 713` Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Version 1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT i See attached Letter of Authorization as Owner of the subject property hereby authorize. __ ... to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date �.. _ r Ellen W. Freyman on behalf of Bell Atlantic Mobile of Massachusetts Corporation Ltd. d/b/a verizon Wireless as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. ;Ellen W. Freyman Prin a Signature of Owner/ gent uthorized agent Date SECTION 12-CO STRUCTION SERVICES 10.1 Licensed Construction Supervisor: Berkshire Wireless Not Applicable ❑ Name of License Holder: Denms Teichert CS 71466 License Number 480 Pleasant Street, Lee, MA 01238 04/14/2015 ....... p Address ---- - -- Expiration Date ,(413)441-4837 Si nature Telephone 1� SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes @ No 0 Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable Name(Registrant): __ Registration Number Address _ ... . . ...... E Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): .............._...._ _..........__-... _-___-... Name Area of Responsibility - .-__ -T ....._.......... . . ............. _ ------- __...._.. ._ . _. .._...., .._...._ Address Registration Number i Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility E Address Registration Number Signature Telephone Expiration Date r Name Area of Responsibility ....- Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: _ Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DON'T KNOW Q YES Q IF YES, date issued: 06/23/2004 IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW O YES O IF YES: enter Book 8115 Page 69 and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained o Obtained O , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑� Brief Description Verizon Wireless is removing nine(9) of the existing antennas panels and replacing them with Of Proposed Work: nine (9)upgraded antenna panels and installing three (3)remote radio heads and associated equipment, on an existing telecommunications tower. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑✓ Specify: Cell Site COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1 St 1St 2nd 2nd 3rd 3rd 4tn 4tn Total Area(so Total Proposed New Construction(so Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ I Zone Outside Flood Zone❑ Municipal ❑ On site disposal system❑ Version 1.7 Commercial Building Permit May 15,2000 Department use only _ City of Northampton Status of Permit: LPIumbing Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability �O'� ROOm 100 Water/Well Availability rt hampton, MA 01060 Two Sets of Structural Plans 41 -587-1240 Fax 413-587-1272 Plot/Site Plans El &Gas ins,MA Qiaso Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 254 Old Wilson Road,Northampton Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: SBA Infrastructure, LLC 5900 Broken Sound Parkway,NW Name(Print) Current Mailing Address: Boca Raton, FL 33487-2797 (561) 995-7670 Signature see attached letter. Telephone 2.2 Authorized Agent: Bell Atlantic Mobile of Massachusetts Corporation, Ltd. d/b/a Verizon Wireless p 99 East River Drive, East Hartford, CT 06108 Name(Print) Current Mailing Address: (413) 737-1131 Signature Telephone SECTION 3-ESTIMA UCTION STS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) —� 5. Fire Protection 6. Total =(1 +2+3+4+5) Check Number -1k J This Section For Official Use Only Building Permit Number Date Issued 6 Signature: 1 �� Building Commissioner/Inspector of Buildings Date File#BP-2015-0341 APPLICANT/CONTACT PERSON SHATZ, SCHWARTZ&FENTIN,PC ADDRESS/PHONE 1441 MAIN ST SPRINGFIELD (413)737-1131 PROPERTY LOCATION 254 OLD WILSON RD MAP 44 PARCEL 014 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REt UI713 TE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out C4 h7 d Fee Paid Typeof Construction: REPLACE 9 ANTENNA PANELS 3 REMOTE RADIO HEADS&ASSOCIATED EQUIPMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D oli 'on D la Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 254 OLD WILSON RD BP-2015-0341 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44-014 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNAS BUILDING PERMIT Permit# BP-2015-0341 Project# JS-2015-000628 Est.Cost: $21000.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BERKSHIRE WIRELESS 71466 Lot Size(sq. ft.): Owner: SBA INFRASTRUCTURE LLC Zoning: Applicant: SHATZ, SCHWARTZ & FENTIN, PC AT. 254 OLD WILSON RD Applicant Address: Phone: Insurance: 1441 MAIN ST (413) 737-1131 WC SPRINGFIELDMA01103 ISSUED ON.912912014 0:00:00 TO PERFORM THE FOLLOWING WORK:REPLACE 9 ANTENNA PANELS, 3 REMOTE RADIO HEADS &ASSOCIATED EQUIPMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/29/2014 0:00:00 $55.00 I 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner