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CITY ROOFTOP ANTENNA INSTALLATION-NOVEMBER 2024Decision Small Project Review - SRA-24-21 Address of Project: 27 CHARTER STREET Meeting Date:January 8, 2025 Members Present:Christine Madore, Dean Rubin, Grace Napolitano Members Absent:Christopher Dunn Decision:The SRA approve the project as presented and pursuant to the recommendations from the Design Review Board. Referenced Plans and Documents: - Application package submitted by Tom Clark, Industrial Communications, 40 Lone Street, Marshfield, MA 02050, submitted on November 4, 2024 and including supplemental information regarding antenna types and existing infrastructure. Structural Design Calculations, prepared by GAG Advanced Engineering Group, P.C., 500 North Broadway, East Providence, RI 02914, dated September 18, 2024. Conditions of Approval: - Validity of Approval: This approval is valid for two years from the date of the meeting. The approval shall no longer be valid if a substantial use and/or construction has not commenced except for good cause within this two-year period. - Consistency with Approved Design/Plans: Should the applicant determine that the project may not be completed as presented and conditioned herein, he/she/they shall return to the SRA to review proposed modifications prior to making any changes in the field. - There are no special conditions for this project. Findings: - Members found that the proposed project will not have a detrimental impact on the Downtown Renewal Area. Signature of the SRA: By the signature below, I certify that this recommendation accurately reflects the actions of the Salem Redevelopment Authority Board. Tom Daniel, AICP, Executive Director Date Signed: January 14, 2025 SRA-24-21 Design Review Board Recommendation Small Project Review - SRA-24-21 Address of Project: 27 CHARTER STREET Meeting Date:December 18, 2024 Members Present:Paul Durand, Catherine Miller, Elizabeth Murray, Marc Perras, Sarah Tarbet Members Absent:Leeann Leftwich, Kate Martin Decision:The Design Review Board recommends approval as presented. Referenced Plans and Documents: - Referenced plans include Historical Design Standards in the Salem Historical Commission Guidelines. The guidelines mention technology and equipment on page 96. Conditions of Approval: - Consistency with Approved Design/Plans: Should the applicant determine that the project may not be completed as presented and conditioned herein, he/she/they shall return to the DRB to review proposed modifications prior to making any changes in the field. - Findings: - The Design Review Board found this small project is consistent with design guidelines and standards in the Downtown Renewal Plan. Signature of the DRB: By the signature below, I certify that this recommendation accurately reflects the actions of the Design Review Board. Paul Durand, Chair Date Signed: December 19, 2024 SRA-24-21 City of Salem, MA November 4, 2024 SRA-24-21 SRA-Urban Renewal Area - Small Project Review Status: Active Submitted On: 11/4/2024 Primary Location 27 CHARTER STREET SALEM, MA 01970 Owner SALEM HOUSING AUTHORITY 27 CHARTER STREET SALEM, MA 01970 Applicant Tom Clark 781-738-6 679 tom.clark@induscom.com 40 Lone Street Marshfield, Ma 02050 Additional Applicant Info Is the owner the applicant?Owner* City Of Salem Is there more than one owner?Who is the point of contact for this application? Tom Clark C/O Industrial Communications Owner Email Address Owner Phone Number Project Information Project Name/Title City Of Salem Communications Project Project Description* Installation of (6) Antennas and Communications Equipment on Rooftop Penthouse For The City Of Salem Existing Structure's Square Footage * 0 Proposed Structure's Square Footage* 0 Is there a proposed change to the existing structure's footprint? Estimated time schedule for completing project* 0-30 days Does your project propose a change(s) to the existing site plan? Does your project propose landscaping changes? Does your project propose a change to the building's facade? The City of Salem encourages the inclusion of Public Art in project proposals. Public Art proposals must be presented to the Public Art Commission for consideration as part of this application's formal approval process. Public Art is loosely defined as any artistic installation on the grounds or exterior spaces of the property. Will your project include a proposal for Public Art?* No Do you have a plan in place for Public Art at this location?* No If you would like assistance or suggestion for developing public art for this location please contact Julie Barry, Senior Planner of Arts and Culture Planning Email Julie Signature Digital Signature Tom Clark Nov 4, 2024 111111T-1 TITLE SHEETGN-1 GENERAL NOTESA-1 ROOF PLAN & ELEVATIONA-2 MW ANTENNA MOUNTING DETAILSA-3OMNI ANTENNA MOUNTING DETAILS A-4CABLE MOUNTING DETAILS & STRUCTURAL NOTESPROJECT INFORMATIONDRAWING INDEXREVGENERAL NOTESLOCUS MAPUNDERGROUND SERVICE ALERTSITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDSITE NAME: 27 CHARTER STREETSITE NUMBER: CITY OF SALEM, MAIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050T-1PROJECTSITE SITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050GN-1GENERAL NOTESELECTRICAL AND GROUNDING NOTESABBREVIATIONS SITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050A-1ROOF PLANWEST ELEVATION SITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050A-2MW ANTENNA MOUNT DETAILMW BRACKET DETAILSTYP. ANCHOR ROD DETAILMICROWAVE ANTENNA DETAIL SITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050A-3VHF ANTENNA MOUNTUHF ANTENNA MOUNTOMNI ANTENNA MOUNT DETAILBRACKET DETAILBRACKET DETAILOMNI ANTENNA DETAIL SITE NAME: 27 CHARTER STREETCLIENT: CITY OF SALEM, MA500 North Broadway Phone: (401) 354-2403East Providence, RI 02914Fax: (401) 633-6354Civil Engineering - Site Development - Surveying - TelecommunicationsENGINEERING GROUP, P.C.ADVANCEDIndustrialCommunicationsEngineering Division40 Lone StreetMarshfield, MA 02050A-4STRUCTURAL NOTES:ROOFTOP CABLE SLEEPERROOFTOP CABLE TRAY DETAILVERTICAL CABLE TRAY DETAILCABLE SUPPORT DETAILEXPANSION ANCHOR DETAIL UHF Dual Antenna, Low-PIM, Hi-PIP, 6 dBd Model SP4T06P36D-D Specifications are subject to change. dbSpectra Inc., 1590 E Hwy 121 Business, Building. A/100, Lewisville, TX 75056 • P (469)322-0080 • ISO 9001/14001:2015 • www.dbspectra.com • Nov-18 Specifications Design Type True Corporate Feed Dual Frequency Range 470-512 MHz Passive Intermodulation – PIM (2 x 20W sources) -150 dBc Bandwidth 42 MHz Gain - dBd (average over BW) 6 dBd Isolation (typical) 45 dB Beam Tilt** 0° (none) Vertical Beamwidth (E-Plane) 15° Null fill and upper sidelobe supp. Yes Impedance -- Ohms 50 VSWR / Return Loss -- dB 1.5 : 1 / 14 dB (min.) Average Power Rating 500 W (each antenna) Peak Instantaneous Power 25 kW (each antenna) Polarization Vertical Lightning Protection Direct Ground Connector 7/16 DIN female (2) Equivalent Flat-Plate Area 3.3 sq. ft. Lateral Windload Thrust @100mph 144 lbf. Rated Wind Speed 150 mph (without ice) Total Length 19.8 feet Mounting Mast Length 35 inches Mounting Hardware (included) DSH3V4N Mast O.D. 3.5 inches Radome color Horizon Blue Weight 63 lbs. Shipping Weight 93 lbs. Configuration: Dual, “Two antennas in one” Features and Benefits Dual antenna configuration saves overall cost – allows two antennas in one tower slot. High RF isolation between the independent antennas provides greater system performance and interference protection! Tested to stringent Peak Instantaneous Power (PIP) levels of 25 KW using dbSpectra’s 12- channel P25 PIP test bed. High PIP level is demanded by today’s digital systems. Sturdy Construction – Heavy-wall fiberglass radome minimizes tip deflection. Excellent Lightning Protection – heavy internal conductor DC ground. Radiation Patterns: Horizontal (All) **Pattern is optimized for “upright” mounting Dual AntennaDIN VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 1 6 1.2 m | 4 ft ValuLine® High Performance Low Profile Antenna, dual- polarized, 17.700–19.700 GHz, PBR220, white antenna, flexible woven polymer gray radome without flash, standard pack—one-piece reflector Product Classification Product Type Microwave antenna Product Brand ValuLine® General Specifications Antenna Type VHLPX - ValuLine® High Performance Low Profile Antenna, dual- polarized Polarization Dual Antenna Input PBR220 Antenna Color White Reflector Construction One-piece reflector Radome Color Gray Radome Material Flexible woven polymer Flash Included No Side Struts, Included 1 inboard Side Struts, Optional 1 inboard Dimensions Diameter, nominal 1.2 m | 4 ft Electrical Specifications Operating Frequency Band 17.700 – 19.700 GHz Gain, Low Band 44.4 dBi Gain, Mid Band 44.7 dBi Gain, Top Band 44.9 dBi Boresite Cross Polarization Discrimination (XPD)30 dB Front-to-Back Ratio 73 dB Beamwidth, Horizontal 0.9 ° 0.9 ° VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 2 6 Beamwidth, Vertical 0.9 ° Return Loss 17.7 dB VSWR 1.3 Radiation Pattern Envelope Reference (RPE)7062C Electrical Compliance Brazil Anatel Class 2 | Canada SRSP 317.8 Part A | ETSI 302 217 Class 3 | US FCC Part 101A Mechanical Specifications Compatible Mounting Pipe Diameter 115 mm | 4.5 in Fine Azimuth Adjustment Range ±15° Fine Elevation Adjustment Range ±15° Wind Speed, operational 200 km/h | 124.274 mph Wind Speed, survival 250 km/h | 155.343 mph VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 3 6 Antenna Dimensions and Mounting Information Wind Forces at Wind Velocity Survival Rating Axial Force (FA)5326 N | 1,197.333 lbf Side Force (FS)2638 N | 593.046 lbf Twisting Moment (MT)2162 N-m | 19,135.312 in lb Force on Inboard Strut Side 2862 N | 643.403 lbf Zcg without Ice 43 mm | 1.693 in Zcg with 1/2 in (12 mm) Radial Ice 284 mm | 11.181 in Weight with 1/2 in (12 mm) Radial Ice 74 kg | 163.142 lb VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 4 6 Wind Forces at Wind Velocity Survival Rating Image Packaging and Weights Height, packed 1520 mm | 59.843 in Width, packed 380 mm | 14.961 in Length, packed 1360 mm | 53.543 in Packaging Type Standard pack Volume 0.8 m³ | 28.252 ft³ Weight, gross 59 kg | 130.073 lb Weight, net 32 kg | 70.548 lb Regulatory Compliance/Certifications VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 5 6 Agency Classification CHINA-ROHS Below maximum concentration value ISO 9001:2015 Designed, manufactured and/or distributed under this quality management system REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant UK-ROHS Compliant * Footnotes Operating Frequency Band Bands correspond with CCIR recommendations or common allocations used throughout the world. Other ranges can be accommodated on special order. Gain, Mid Band For a given frequency band, gain is primarily a function of antenna size. The gain of Andrew antennas is determined by either gain by comparison or by computer integration of the measured antenna patterns. Boresite Cross Polarization Discrimination (XPD)The difference between the peak of the co-polarized main beam and the maximum cross-polarized signal over an angle twice the 3 dB beamwidth of the co-polarized main beam. Front-to-Back Ratio Denotes highest radiation relative to the main beam, at 180° ±40°, across the band. Production antennas do not exceed rated values by more than 2 dB unless stated otherwise. Return Loss The figure that indicates the proportion of radio waves incident upon the antenna that are rejected as a ratio of those that are accepted. VSWR Maximum; is the guaranteed Peak Voltage-Standing-Wave-Ratio within the operating band. Radiation Pattern Envelope Reference (RPE)Radiation patterns define an antenna’s ability to discriminate against unwanted signals. Under still dry conditions, production antennas will not have any peak exceeding the current RPE by more than 3dB, maintaining an angular accuracy of +/-1° throughout Wind Speed, operational For VHLP(X), SHP(X), HX and USX antennas, the wind speed where the maximum antenna deflection is 0.3 x the 3 dB beam width of the antenna. For other antennas, it is defined as a deflection is equal to or less than 0.1 degrees. Wind Speed, survival The maximum wind speed the antenna, including mounts and radomes, where applicable, will withstand without permanent deformation. Realignment may be required. This wind speed is applicable to antenna with the specified amount of radial ice. VHLPX4-18-2WH/C ©2024 CommScope, Inc. All rights reserved. CommScope and the CommScope logo are registered trademarks of CommScope and/or its affiliates in the U.S. and other countries. For additional trademark information see https://www.commscope.com/trademarks. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 26, 2024 Page of 6 6 Axial Force (FA)Maximum forces exerted on a supporting structure as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. Side Force (FS)Maximum side force exerted on the mounting pipe as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. Twisting Moment (MT)Maximum forces exerted on a supporting structure as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. Packaging Type Andrew standard packing is suitable for export. Antennas are shipped as standard in totally recyclable cardboard or wire-bound crates (dependent on product). For your convenience, Andrew offers heavy duty export packing options. 7694352Rev: LIMPORTANT!INSTALLATIONINSTRUCTIONSREAD THISMANUAL FULLYBEFORE UNPACKINGAND ASSEMBLINGTHE ANTENNAVideos provide supplementary information- the instructions contained witin this bulletin must always be followed and take precedence over any information contained within the video. This document is for the following: VHLP(X)4-*** 1.2m ANTENNA 7694352 ERE04 Bulletin RevStatusModel Version Version RevStatus ValuLine™ 4ft Antennas 4ft (1.2m) with Fabric Radome 2 of 29page Installation Instructions LRE10 Andrew Solutions Customer Service 24 hoursU.S.A., Canada, Mexico: 1-800-255-1479 or 1-888-235-5732 U.K.: 0800 250055Other Europe: +44 592 782 612 www.commscope.com\andrew Visit our Web site at www.commscope.com\andrew or contact your local Andrew Solutions representative for more information.© 2008 CommScope, Inc. All rights reserved.Andrew Solutions is a trademark of CommScope. All trademarks identified by ® or ™ are registered trademarks or trade-marks, respectively, of CommScope. This document is for planning purposes only and is not intended to modify or supplement any specifications or warranties relating to Andrew Solutions products or services. Notice: Andrew disclaims any liability or responsibility for the results of improper or unsafe installation, inspection, maintenance, or removal practices.Aviso: Andrews no acepta ninguna obligacion ni responsabilidad como resultado de practicas incorrectas o peligrosas de instalacion, inspecci6n, mantenimiento o retire.Avis : Andrew decline toute responsabilite pour les consequences de procedures d'installation, d'inspection, d'entretien ou de retrait incorrectes ou dangereuses.Hinweis: Andrew lehnt jede Haftung Oder Verantwortung fur Schaden ab, die aufgrund unsachgemaBer Installation, Uberprufung, Wartung Oder Demontage auftreten.Atencao: A Andrew abdica do direito de toda responsabilidade pelos resultados de praticas inadequadas e sem seguranca de instalacao, inspecao, manutengao ou remocao.Awertenza: Andrew declina eventual! responsabilita denvanti dell'esecuzione di procedure di installazione, ispezione, manutenzione e smontaggio improprie o poco sicure. This instruction describes how to assemble a VHLP(X)4 antenna. The antenna can be mounted with the mount offset to the left or to the right. Offsetleft is described in this bulletin, however the images showing offset right installationare shown at the end of this document. INTRODUCTION Page 3 of 29 7694352 CONTENTS & INTRODUCTION SECTION 1INSTALLATION INSTRUCTIONS Page 4 of 29 7694352 SATETY INSTRUCTIONS SECTION 2INSTALLATION INSTRUCTIONS Page 5 of 29 7694352 SAFETY INSTRUCTIONS SECTION 2INSTALLATION INSTRUCTIONS Page 6 of 29 7694352 SAFETY INSTRUCTIONS SECTION 2INSTALLATION INSTRUCTIONS Table 1 Supplied Equipment and Tools Page 7 of 29 7694352 EQUPMENT AND TOOLS SECTION 3INSTALLATION INSTRUCTIONS Item Qty Description Contained in Kit Part No A 1 Reflector B 1 Shield Set C 1 Radome D 1 Feed FRQ. DEPENDENT D1 VFEEDA-4-FRQ 4 M4 x 12lg SHCS, sst, pass 4 M4 Lock Washer, sst, pass 1 Conductive Grease (tube) D2 Vertex Plate Installation Kit, 6GHz 7614433-2 2 Vertex Plate Segment 4 M4 x 12LG Flat Hd CSK Screw, sst, pass 1 Absorber Ring 2 Gloves 1 Loctite Nutlock, ½ML Sachet D3 7614433-2 4.0m Aluminium Tape (6GHz only) E 1 Mount: Elevation Adjustment Assembly 7679156 F1 1 Mount: Azimuth Adjustment Clamp 7679155-LPK F2 1 Mount: Antenna Side Bracket 7679155-LPK G Mount Hardware Kit 1 Conductive Grease (Tube) 2 Gloves G1 7679221 5 M10 x 40lg Hex Hd Screw, sst, pass 5 M10 Lock Washer, sst, pass G2 7679221 2 M10 x 100lg Hex Hd Screw, stl, galv 4 M10 Flat Washer, stl, galv 2 M10 Lock Washer, stl, galv 2 M10 Hex Nut, stl, galv G3 7679221 1 M10 x 35lg Hex Hd Screw, stl, galv 1 M10 Lock Washer, stl, galv 2 M10 Flat Washer, stl, galv G4 7679221 1 M10 x 140lg Eyebolt, stl, galv 2 M10 Lock Washer, stl, galv 2 M10 Flat washer, stl, galv 2 M10 Hex Nut, stl, galv G5 7679221 1 Pipe Clamp, stl, galv 4 M10 x 130lg Hex Hd Screw, stl, galv 4 M10 Lock Washer, stl, galv 4 M10 Hex Nut, stl, galv G6 7679221 2 M10 x 35lg Hex Hd Screw, sst, pass 2 M10 Lock Washer, sst, pass 2 M10 FlatWasher, sst, pass Table 1 Supplied Equipment and Tools Page 8 of 29 7694352 EQUIPMENT AND TOOLS SECTION 3INSTALLATION INSTRUCTIONS Item Qty Description Contained in Kit Part No G7 7679221 1 M10 x 50lg Hex Hd Screw, sst, pass 1 M10 Lock washer, sst, pass 1 M10 Flat Washer, sst, pass H1 Shield Assembly Hardware 7614388-2 32 M6 x 12lg Hex hd Screw, sst, pass 32 M6 Lock Washer, sst, pass 32 M6 Hex Nut, sst, pass H2 Radome Hardware 7614388-2 24 M6 X 20LG Hex hd Screw, sst, pass 24 M6 Flat Washer, sst, pass 24 M6 Lock Washer, sst, pass J Strut Hardware Kit 117790-3 1 Strut Bracket 1 Angle Bracket 3 M12 Washer, sst, pass 2 M12 Washer, stl, galv 3 M12 Lock Washer, sst, pass 2 M12 Lock Washer, stl, galv 2 M12 Nut, stl, galv 2 M12 x 35lg Hex Hd Screw, stl, galv 3 M12 x 30lg Hex Hd Screw,sst, pass K 1 Strut P99849 L Strut Pipe Tower Clamp Hardware Kit 7637689 (refer to sheets 10 and 26 for installation configurations) 2 Clamp Bracket 1 Anchor Plate 1 M12 x 140 Hex hd Screw, stl, galv 1 M12 x160 C'sk Skt hd Screw, stl, galv 5 M12 Washer, stl, galv 7 M12 Nut, stl, galv 1 U-Bolt, M12 c/w Nuts and Washers, stl, galv 1 M16 x 50 Hex hd Screw, stl, galv 1 M12 x 40 C'sk Skt hd Screw, stl, galv 1 M16 Nut, stl, galv 1 M12 Lock Washer, stl, galv 2 M16 Washer, stl. galv 1 M16 Lock Washer, stl, galv 1 Angle Bracket TOOL REQUIRMENTS Tools Page 9 of 29 7694352 EQUIPMENT AND TOOLS SECTION 3INSTALLATION INSTRUCTIONS Tools Required Bolt Diameter in MM M4 M6 M10 M12 Ring and Open spanner (A/F)10mm 17mm 19mm Torque Wrench Sockets (A/F)10mm 17mm 19mm Allen Key (A/F)3mm 8mm Torx Head Screwdriver (T-20) Cutting Pliers Compass General Toolbox Cross Slot Screwdriver (No 2) Slot Screwdriver H1 A B H2 D2 D3 C E F1 F2 G1 G7TO D D1 Page 10 of 29 7694352 EQUIPMENT AND TOOLS SECTION 3INSTALLATION INSTRUCTIONS K J L Page 11 of 29 7694352 EQUIPMENT AND TOOLS SECTION 3INSTALLATION INSTRUCTIONS A Handle reflectorCAREFULLY atall times Leave packingstruts in placeduring assembly(ommited on subsequentviews for clarity) Page 12 of 29 7694352 UNPACKING SECTION 4INSTALLATION INSTRUCTIONS Instructions for opening wire bound crate:1. Wire tabs to be released2. The back of the crate will hinge open from the opposite side from the wire tabs3. The reflector can then be hinged backwards from the bottom edge and removed from the crate4. Leave reflector attached to the backing struts until instructed to remove B Loosely join ends ofshield segments withscrews, lock washersand nuts Reflectormountingholes H1 Full absorberantenna shield Half absorberantenna shield(7GHz antenna) Plainsegments RIGHT-R BOTTOM-B Shield assembly sequence LEFT-L Absorber Typical overlaparrangement Radomemounting nut Page 13 of 29 7694352 ASSEMBLY OF REFLECTOR TO SHIELD SECTION 5INSTALLATION INSTRUCTIONS TOP-T Full absorber antennashield version shown Antenna shieldarrangement H1 Absorberclip (typ.) Reflector mounting slot Drain hole Drain hole Threaded insert forradome attachment Insert shield in to reflector so that mountingholes align with rim holes in reflector Fit loosely with lockwasher and nut in 4 opposite places as shown then tighten. Reflector Shield assembly Pry the shield slightly to align shield and reflector holes to receive a bolt. Repeat at 3 opposite positions Ensure highest side of shield set is aligned to top of antenna Lifting eyeidentifiestop of antenna At shield seams ensurerivnut is located throughhole in overlap Page 14 of 29 7694352 ASSEMBLY OF REFLECTOR TO SHIELD SECTION 5INSTALLATION INSTRUCTIONS Fit bolts, lock washers, and nuts to remaining holes of reflector and tighten. Tighten all shield segment fastenings Reflector Shield assembly H14.5 Nm ±5% On 7GHz installation ensure shieldsegments with absorber are installed at the 3 o'clock and 9 o'clock positions. ** 7GHz SHIELD INSTALLATION ONLY ** Page 15 of 29 7694352 ASSEMBLY OF REFLECTOR TO SHIELD SECTION 5INSTALLATION INSTRUCTIONS 6GHz onlyCover joint withaluminium tapeas shown BN BN Pull back absorber andcover joint with aluminiumtape as shown.Push absorber back afteraffixing tape TAPE ROLL D3 ** 6GHz SHIELD INSTALLATION ONLY ** Page 16 of 29 7694352 ASSEMBLY OF REFLECTOR TO SHIELD SECTION 5INSTALLATION INSTRUCTIONS D2 Apply Loctite Nutlock tothreads prior to assemblyTighten to 2.5Nm ± 5% Peel off adhesiveprotective film priorto assembly ofabsorber ring *** 6GHz Only*** Vertex Plate Assembly Page 17 of 29 7694352 FEED ATTACHMENT AND ALIGNMENT SECTION 6INSTALLATION INSTRUCTIONS Apply grease tosurfaces indicated D Please ensure flat infeed hub is in ahorizontal position D1 Prior to feed attachment, carefully tilt antenna upright and hold in position. After assembly, remove excess grease from internal reflector surface *For transition,OMT & customer interface information see seperate installation instructions* REFER TO SAFETY NOTE ON PAGE 5 Page 18 of 29 7694352 FEED ATTACHMENT AND ALIGNMENT SECTION 6INSTALLATION INSTRUCTIONS Unfold radome on to asuitable surface andassemble radomerim tensioners at 4 places. Ensure radome rim tensionersare pressed fully home.(When fully pressed home, tensionersare no longer loose or removable) H2 Torque to 5.5Nm 5% Assemble radome to shield with screws, lock washers,and flat washers Pull radome tab to take up any excessslack prior to tightening the attachment bolts After feed attachment, carefully tilt antenna flat. Page 19 of 29 7694352 RADOME ATTACHMENT SECTION 7INSTALLATION INSTRUCTIONS F2 G138Nm5% Assemble bracket (F2)to this set of holes G2 G3 G4 Apply grease to areas indicated SEE SAFETYNOTE PAGE 4 G5 E F1 Flat washers x 2 Remove braces and discard fixings.Carefully lay antenna on clear, flatground.Do not apply excesive weight toantenna assembly. Page 20 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS G6 G6 G7 Apply grease to surfaceindicated 38Nm 5% 38Nm 5% 38Nm 5% SEE SAFETYNOTE PAGE 4 Page 21 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS SLING G538Nm5% 1 1 1 2 Elevationadjustment nut Loosen,do not remove. Loosen,do not remove.Loosen,do not remove. Elevation adjustmentLoosen 3 screws (1).Adjust elevation by bolt head (2).On completion tighten screws (1) to38Nm ± 5%Adjustment Range ±15° NEVER WALKUNDER HOISTEDLOADS Page 22 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS Pan Left Pan Right Loosen screws G2 and G3 Torque to38Nm5% Azimuth adjustmentAdjust eyebolt.On completion tighten all hardware to 38Nm ± 5%Adjustment Range ±15° Page 23 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS Antenna Offset Left Antenna Offset Right Page 24 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS K L Strut to be loosely fitted untilalignment is complete thentighten all fixings to torquespecified. Page 25 of 29 7694352 MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS Strut to be attached to center hole.Tighten all hardware to atorque of 38Nm 5% L Torque to 38Nm 5% Torque to 38Nm 5% Torque to 95Nm 5% For attachment to non-circular structural members Torque to 38Nm 5% For attachment to circular structural members only Attach to an approvedstructural member viaa 18mm 25% hole MIN PIPE 50mm MAX PIPE 115mm Torque to 38Nm 5% 7694352 Page 26 of 29MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS Struts must be attached to a structural member capable of supporting 2704N in line with TIA-222.The maximum allowable relative deflection between the antenna mounting pipe and the strut attachment point must be less than 2mm at the survival wind speed of the antenna. Struts must be attached to a circular structural member capable of supporting2704N in line with TIA-222.The maximum allowable relative deflection between the antenna mounting pipe and the strut attachment point must be less than 2mm at the survival wind speed of the antenna. 25 25 25 (This angle may be limited by ODU) 25 Limits of strut positionfor attachment totower member Torque to 38Nm 5% Torque to 38Nm 5% Torque to 38Nm 5% 7694352 Page 27 of 29MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS For attachment to angle structural members Struts must be attached to a structural member capable of supporting 2704N in line with TIA-222.The maximum allowable relative deflection between the antenna mounting pipe and the strut attachment point must be less than 2mm at the survival wind speed of the antenna. IDEAL=0MAXIMUM=25 7694352 Page 28 of 29MOUNT ATTACHMENT AND ALIGNMENT SECTION 8INSTALLATION INSTRUCTIONS Image shown is intended as a guide for strut alignment• Strut must be attached to an appropriate, structural mounting point• Strut angle must not exceed maximum specified• Failure to install the strut as instructed may result in mechanical failure of the antenna• Page 29 of 29 7694352 GENERAL INFORMATION SECTION 9INSTALLATION INSTRUCTIONS Structural Design Calculations Site No.:27 Charter Street Client:Industrial Communications Date:September 18, 2024 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Fax: 401-354-2397 Client: ICE Subject: Structural Analysis, 27 Charter Street, Salem, MA 01970 Site: 27 Charter St. Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Sheet: 1 Date: 9/18/24 Calculated by: MRC Material Properties: Structural steel yield stress,F ys 36 ksi:= Steel yield stress (pipe),F yp 35 ksi:= Modulus of elasticity of steel,Es 29 10 6psi:= Steel unit weight,γs 490 pcf:= Loads: Environmental Loads: Wind Load: Exposure category, (ASCE 7-10 Sec 26.7.3) Risk Category, Category II (ASCE 7-10 Table 1.5-1) Basic Wind Velocity,Vw 127:=mph (MSBC Table 1604.11) Antenna Height,Height 132ft:= (ASCE 7-10 Table 29.3-1)Exposure coefficient,Kz 1.07= (ASCE 7-10 Table 26.6-1)Wind Directionality Factor,Kd 0.9:= (ASCE 7-10 Sec. 27.3.2)Velocity wind pressure,qz .00256 Vw2KzKdpsf39.79 psf=:= (ASCE 7-10 Sec. 26.9.1)Gust response factor,Gr 0.85:= (ASCE 7-10 Fig. 29.5-1)Force coeff: Flat,Cf 1.4:= Round,Cr .60:= Wind Load factor,LF .6:=(ASCE 7-10 Sect 2.4) Wind load pressure,WLf qz GrCf47.35 psf=:=(ASCE 7-10 C26.5-1) Radial ice thickness,tice .75 in:= Density of ice,γice 56 pcf:= Client: ICE Subject: Structural Analysis, 27 Charter Street, Salem, MA 01970 Site: 27 Charter St. Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Sheet: 2 Date: 9/18/24 Calculated by: MRC Analysis MW Dish Mount Fig 1 (from drawings) VHLP4-11W Antenna: Diam,wa1 51 in:= Depth,ta1 30 in:= Weight,Wa1 165 lb:= Pipe diam,Dpipe 4.5 in:= Front Wind Loading: Effective width of equipment,Weff wa1 4.25ft=:= Wind force on equipment,Pwind_eq Weff2 π 4  WLfLF402.99lb=:= Wind force on pipe,Pw_pipe Dpipe WLf Cf Cr7.61plf=:= Client: ICE Subject: Structural Analysis, 27 Charter Street, Salem, MA 01970 Site: 27 Charter St. Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Sheet: 3 Date: 9/18/24 Calculated by: MRC Mount Reactions: Top,Rt 250 lb:= See attached Enercalc outputMiddle,Rm 350 lb:= Bottom,Rb 340 lb:= Number of bolts per mount plate,nb 2:= Maximum tensile force on bolt,Tbolt max Rt Rb, Rm, ( ) nb 175lb=:= Hilti Factors: Spacing factor, fAN 1.0:= (Refer to Hilti Specs) Edge factor,fRN 1.0:= Design strength in tension,ϕN 1625 lb:= Factor of Safety,FS 2:= Allowable tensile capacity of 1/2" Hilti HIT-HY 70,Tallow ϕN fANfRN FS 812.5lb=:= TensileCheck "OK" Tallow Tboltif "NG" otherwise := TensileCheck "OK"= Client: ICE Subject: Structural Analysis, 27 Charter Street, Salem, MA 01970 Site: 27 Charter St. Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Sheet: 4 Date: 9/18/24 Calculated by: MRC Omni Mount Fig 2 (from drawings) SP4T06P36U Antenna: Diam,wa1 3.5 in:= Height,la1 20 ft:= Weight,Wa1 63 lb:= Pipe diam,Dpipe 2.375 in:= Front Wind Loading: Effective width of equipment,Weff wa1 3.5 in=:= Wind force on equipment,wwind_eq Weff WLf Cf CrLF3.55 plf=:= Length of mast base,lbase 3 ft:= Reaction at top of mast base,Rt wwind_eq la12 2 lbase 236.73lb=:= Reaction at bottom of mast base,Rb wwind_eq la1Rt-165.71-lb=:= Client: ICE Subject: Structural Analysis, 27 Charter Street, Salem, MA 01970 Site: 27 Charter St. Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Ph: 401-354-2403 Sheet: 5 Date: 9/18/24 Calculated by: MRC Reaction at top mount,R1 230 lb:= See attached Enercalc output Reaction at bottom mount,R2 150 lb:= Number of bolts per mount,nb 2:= Maximum tensile force on bolt,Tbolt max R1 R2, ( ) nb 115lb=:= Hilti Factors: Spacing factor, fAN 1.0:= (Refer to Hilti Specs) Edge factor,fRN 1.0:= Design strength in tension,ϕN 1625 lb:= Factor of Safety,FS 2:= Allowable tensile capacity of 1/2" Hilti HIT-HY 70,Tallow ϕN fANfRN FS 812.5lb=:= TensileCheck "OK" Tallow Tboltif "NG" otherwise := TensileCheck "OK"= Conclusion: Based on the results of the analysis, the proposed T-Mobile Anchor installation is structurally sound, as designed and depicted on plans by this office. The analysis was conducted in accordance with the Masachusetts State Building Code, 9th Edition, and ASCE 7-10. References: American Society of Civil Engineers (2010), Minimum Design Loads for Buildings and Other1. Structures (7-10), American Society of Civil Engineers, New York, NY Massachusetts State Building Code, 9th Edition.2. Steel Beam ADVANCED ENGINEERING GROUP, PCLic. # : KW-06008463 DESCRIPTION:MW Dish Mount Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: ICE Charter St MW Dish Mount.ec6 Project Title:27 Charter Street Engineer:MRC Project ID: Printed: 18 SEP 2024, 4:15PM Project Descr:MW Dish and Omni Installation CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Completely Unbraced Allowable Strength Design Fy : Steel Yield :35.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : W = 0.410 k @ 1.50 ft, (4' MW) Uniform Load : W = 0.0080 k/ft, Tributary Width = 1.0 ft, (Wind) Load(s) for Span Number 2 Point Load : W = 0.410 k @ 3.50 ft, (4' MW) Uniform Load : W = 0.0080 k/ft, Tributary Width = 1.0 ft, (Wind) Load for Span Number 3 Uniform Load : W = 0.0080 k/ft, Tributary Width = 1.0 ft, (Wind) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.030 : 1 Load Combination +0.60W Span # where maximum occurs Span # 1 Location of maximum on span 1.494 ft 0.1796 k Mn / Omega : Allowable 7.073 k-ft Vn/Omega : Allowable Pipe4 StdSection used for this span Span # where maximum occurs Location of maximum on span Span # 2 Load Combination +0.60W 18.674 k Section used for this span Pipe4 Std Ma : Applied Maximum Shear Stress Ratio =0.010 : 1 4.670 ft 0.214 k-ft Va : Applied 53,212 >=360 22405 Ratio =88687 >=180 Maximum Deflection Max Downward Transient Deflection 0.004 in 13,443Ratio =>=360 Max Upward Transient Deflection -0.001 in Ratio = Max Downward Total Deflection 0.003 in Ratio =>=180 Max Upward Total Deflection -0.001 in .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 4.67 ft 1 0.000 11.81 7.07 1.00 1.00 -0.00 31.19 18.67 Dsgn. L = 4.67 ft 2 0.000 11.81 7.07 1.00 1.00 -0.00 31.19 18.67 Dsgn. L = 4.67 ft 3 0.000 11.81 7.07 1.00 1.00 -0.00 31.19 18.67 +0.60W Dsgn. L = 4.67 ft 1 0.030 0.008 0.21 -0.15 0.21 11.81 7.07 1.72 1.00 0.15 31.19 18.67 Dsgn. L = 4.67 ft 2 0.021 0.010 0.13 -0.15 0.15 11.81 7.07 1.66 1.00 0.18 31.19 18.67 Dsgn. L = 4.67 ft 3 0.010 0.001 -0.07 0.07 11.81 7.07 2.10 1.00 0.03 31.19 18.67 +0.450W Steel Beam ADVANCED ENGINEERING GROUP, PCLic. # : KW-06008463 DESCRIPTION:MW Dish Mount Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: ICE Charter St MW Dish Mount.ec6 Project Title:27 Charter Street Engineer:MRC Project ID: Printed: 18 SEP 2024, 4:15PM Project Descr:MW Dish and Omni Installation Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 4.67 ft 1 0.023 0.006 0.16 -0.11 0.16 11.81 7.07 1.72 1.00 0.11 31.19 18.67 Dsgn. L = 4.67 ft 2 0.015 0.007 0.10 -0.11 0.11 11.81 7.07 1.66 1.00 0.13 31.19 18.67 Dsgn. L = 4.67 ft 3 0.008 0.001 -0.05 0.05 11.81 7.07 2.10 1.00 0.02 31.19 18.67 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections W Only 1 0.0042 1.868 0.0000 0.000 W OnlyW Only 2 0.0017 3.082 -0.0002 0.405 W Only3 0.0000 3.082 -0.0011 1.837 . Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.245 0.3430.350 -0.007 Overall MINimum 0.110 0.1550.158 -0.003 +0.60W 0.147 0.2060.210 -0.004 +0.450W 0.110 0.1550.158 -0.003 W Only 0.245 0.3430.350 -0.007 Steel Beam ADVANCED ENGINEERING GROUP, PCLic. # : KW-06008463 DESCRIPTION:Omni Mount Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: ICE Charter St MW Dish Mount.ec6 Project Title:27 Charter Street Engineer:MRC Project ID: Printed: 18 SEP 2024, 4:24PM Project Descr:MW Dish and Omni Installation CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Completely Unbraced Allowable Strength Design Fy : Steel Yield :35.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : W = -0.250 k @ 0.0 ft, (Antenna) Load(s) for Span Number 2 Point Load : W = 0.170 k @ 1.50 ft, (Antenna) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.134 : 1 Load Combination +0.60W Span # where maximum occurs Span # 2 Location of maximum on span 1.492 ft 0.150 k Mn / Omega : Allowable 1.245 k-ft Vn/Omega : Allowable Pipe2 StdSection used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +0.60W 6.287 k Section used for this span Pipe2 Std Ma : Applied Maximum Shear Stress Ratio =0.024 : 1 0.000 ft 0.166 k-ft Va : Applied 524 >=360 2274 Ratio =874 >=180 Maximum Deflection Max Downward Transient Deflection 0.029 in 1,364Ratio =>=360 Max Upward Transient Deflection -0.046 in Ratio = Max Downward Total Deflection 0.018 in Ratio =>=180 Max Upward Total Deflection -0.027 in .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 1.00 ft 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn. L = 3.33 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +0.60W Dsgn. L = 1.00 ft 1 0.120 0.024 0.15 0.15 2.08 1.25 1.00 1.00 0.15 10.50 6.29 Dsgn. L = 3.33 ft 2 0.134 0.014 0.17 0.17 2.08 1.25 1.20 1.00 0.09 10.50 6.29 +0.450W Dsgn. L = 1.00 ft 1 0.090 0.018 0.11 0.11 2.08 1.25 1.00 1.00 0.11 10.50 6.29 Dsgn. L = 3.33 ft 2 0.100 0.011 0.12 0.12 2.08 1.25 1.20 1.00 0.07 10.50 6.29 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections W Only1 0.0000 0.000 -0.0458 0.000 W Only 2 0.0293 1.518 0.0000 0.000 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.152-0.232 Steel Beam ADVANCED ENGINEERING GROUP, PCLic. # : KW-06008463 DESCRIPTION:Omni Mount Advanced Engineering Group 500 North Broadway East Providence, RI 02914 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: ICE Charter St MW Dish Mount.ec6 Project Title:27 Charter Street Engineer:MRC Project ID: Printed: 18 SEP 2024, 4:24PM Project Descr:MW Dish and Omni Installation Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MINimum 0.068-0.104 +0.60W 0.091-0.139 +0.450W 0.068-0.104 W Only 0.152-0.232