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44-014 (3)
g 149.0 ft I 0 = , DESIGNED APPURTENANCE LOADING o' I TYPE ELEVATION TYPE ELEVATION ✓ �� 138 0 ft �� Flash Beaco Lighting - - -� 148 8 -__ P1pe �XV 78 206577S -C w/ Mount 140 - _ Pipe -�_ _- - _ - -- {I I (2) RFS APXVI8- 209014 w/ Mount 148.96 Pipe RFS APXVIB- 206517S -Cw /Mount 140 I - II (2) RFS APXV78- 209014 w/ Mount 148.98 RFS APXV18- 2065175 -C w/ Mount 140 I Pipe Pipe (2) RFS APXV 18- 209014 w/ Mount 148.98 `1-(1) Chain Mount MNT 140 I II Pipe (1) 13.5 Low Profile Platform MNT 122.09 ,I I @5 RFSAPX76DWV16DWVSAwl 148.98 (2) Antel LPA- 80063 /4CFw/Mount 122.09 ■ I I Mount Pip I Pipe Pipe -- - (2) Antel LPA- 80063/4CF w/MOUm 122.09 X FA RFS APXI6DWV- 16DWVS -A w/ 148.98 ° I Mount Pipe Pipe n of % I 111 RFS APXI6DW V -16DW VS A w/ 148.98 (2) Ante! LPA- 80063 /4CF wMlount 122.09 , ° .(7-1 2 ° I Mount Pipe ( Pipe w m m , 111 d n 'e KRY 112 144/1 148.98 (2) LPA- 171080/BCF w/ Mount Pipe 122.09 KRY 112 144/1 148.98 (2) LPA- 171080/8CF w/ Mount Pipe 122.09 - - -_ KRY 112 144/1 148.98 (2) LPA 171080 /BCF wl Mount Pipe 122.09 KRY 112 71 148.98 - -- BXA 70063 -6CF -2 w/ Mount Pipe 122.09 ': KRY 112 71 148.98 BXA - 70063 -6CF -2 w/ Mount Pipe 122.09 I KRY 112 71 1- 148.98 BXA- 70063 -6CF -2 w/ Mount Pipe 1122.09 (1) 125' Low Profile Platform MNT 114898 / MATERIAL STRENGTH 94 B ft I GRADE Fy Fu GRADE I Fy 1 Fu 1 LA572 -65 65 ksi • 80 ksi TOWER DESIGN NOTES 1. Tower is located in Hampshire County, Massachusetts. 2. Tower designed for Exposure C to the TIA -222 -G Standard. the TIA-222-G Standard. mph basic wind in accordance he T 22 G a 3. Tower designed for 95 m bas cordance wllh I c 9 P Q 4. Tower is also designed for a 40 mph basic wind with 1.00 in ice. Ice is considered to increase 1 in thickness with height. 5. Deflections are based upon a 60 mph wind. 11 ( 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft c 8. TOWER RATING: 48.4% 0 N i X !1 I � 46.8 ft • ALL REACTIONS ARE FACTORED 1 i 1 AXIAL III I 76 K 0 SHEAR MOMENT 5 K J 1 542 kip-ft TOR UE 0 kip-ft Q p . IN 1.0000 in ICE 40 hW D 00 0 mph AXIAL 43 K 1 T SHEAR l \ MOMEN III 26 K 2505 kip-ft P I I 0.0 ft II ii °i TORQUE 0 kip -ft REACTIONS - 95 mph WIND Y IC I o E CO u I a o m m F l z m 3 FDH Engineering, Inc.''' Northampton 2 MA13219 - FOH 6521 Meridian Drive Protect 12- 06310E S1 Client SBA -Iorawn by David Zambrano Raleing, NC 27616 _- _LApps -- Consorting Engineers Phone: 919 - 7551012 Code TIA -222 G bate 06/25/12 Scale NTS FAX: 919 - 7551031 Path:.o.. CDwg No. E_1 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 APPENDIX Document No. ENG-RPT-501S Revision Date: 06/17/11 7 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 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 additional /updated 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: 06/17/11 6 A Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2 - Material Strength Member Type 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 Section Elevation Component o Pass No. ft Type Size /o Capacity Fail L1 149 -138 Pole TP37.36x35.56x0.25 1.9 Pass L2 138 - 94.75 Pole TP43.99x36.0827x0.3215 17.5 Pass L3 94.75 -46.75 Pole TP51.27x42.441x0.3215 38.8 Pass L4 46.75 - 0 Pole TP58.35x49.5543x0.375 48.4 Pass Anchor Bolts (16) 2.250 w/ BC =65" 46.8 Pass Base Plate 63" SQ PL x 2.75" thk 39.0 Pass Table 4 - Maximum Base Reactions Base Reactions Current Analysis Original Design ( ANSI/TIA- 222 -G) (TIA/EIA- 222 -F) Axial 43 k 60 k Shear 26 k 29 k Moment 2,505 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. Document No. ENG- RPT -501S Revision Date: 06/17/11 5 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 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: Antenna Coax and Mount Elevation Description Lines Carrier Elevation Mount Type (ft) (ft) (6) RFS APXV18- 209014 149 (3) RFS APX16DWV 16DWVS A (18) 1 -5/8" T- Mobile 149 (1) 12.5' Low Profile Platform (3) Ericsson KRY 112 144/1 TMAs 6 Ericsson KRY 112 71 TMAs 140 3 RFS APXV18- 206517S -C 6 1 -5/8" Metro PCS 140 1 Chain Mount 122.1 (6) Antel LPA-185080/8CF (12) 1 -5/8" Verizon 122.1 (1) 13.5' Low Profile Platform 6 Antel LPA- 80063/4CF Proposed Loading: Antenna Coax and Mount Elevation Description Lines Carrier Elevation Mount Type (ft) (ft) (6) Antel LPA- 80063/4CF 122 (6) Antel LPA- 171080 -CF (18) 1-5/8" Verizon 122.1 (1) 13.5' Low Profile Platform 3 Antel BXA- 70063 -6CF Document No. ENG-RPT-501S Revision Date: 06/17/11 4 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 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, and member sizes was obtained from: ❑ Sabre Communications Corporation (Job No. 05- 04188) Structural Design Repot dated April 21, 2005 ❑ Sabre Communications Corporation (Job No. 08- 07284T) original foundation drawings dated April 21, 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 ANSI/TIA -222 -G standard is 95 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 II structure in Exposure Category C with a topographical factor of 1. Conclusions With the existing and proposed antennas from Verizon in place at 122 ft, the tower meets the requirements of the ANSI/TIA- 222-G standard provided the Recommendation listed below is satisfied. Furthermore, provided the foundation was designed and constructed to support the original design reactions (see Sabre Communications Corporation Job No. 08- 07284T), 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. Recommendation To ensure the requirements of the ANSI/TIA -222 -G standard are met with the existing and proposed loading in place, we have the following recommendation: 1. The proposed coax should be installed inside the pole's shaft. Document No. ENG- RPT -501S Revision Date: 06/17/11 3 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA13219 -A June 25, 2012 TABLE OF CONTENTS EXECUTIVE SUMMARY 3 Conclusions 3 Recommendation 3 APPURTENANCE LISTING 4 RESULTS 5 GENERAL COMMENTS 6 LIMITATIONS 6 APPENDIX 7 Document No. ENG-RPT-501S Revision Date: 06/17/11 2 FDH 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 FDH Project Number 12- 06310E S1 Analysis Results Tower Components 48.4% Sufficient Foundation 66.4% Sufficient Prepared By: Reviewed By: /"Th • l r ` / David Zambrano J. Darrin Holt, PhD, PE Project Engineer Principal MA PE License No. 47696 FDH Engineering, Inc. K OF as 6521 Meridien Drive } Raleigh, NC 27616 JAM ,g v (919) 755 -1012 ; roa info @fdh- inc.com N 47 {96 ./��FOIST E'. O� O fr"688 /ONAI 6 * 1 - June 25, 2012 Prepared pursuant to ANSI /TIA -222 -G Structural Standard for Antenna Supporting Structures and Antennas Document No. ENG- RPT -501S Revision Date: 06/17/11 _.r• /''''''' .1.. - Ste Vertically Polarized Log Periodic 63° / 13.0 dBd 806 -960 MHz Mechanical specifications LPA- 80063/4CF _ Length 1205 mm 47.4 in When ordering replace "_" with connector type. Width 386 mm 15.2 in Radiation - pattern -5 ''' °4 Depth 335 mm 13.2 in 2 Depth with z- bracket 375 mm 14.8 in no -100 -20 -80 -,, ' � � Weight 4 > 9.1 kg 20 lbs -13° , 6 .5° kr Wind Area Fore /Aft 0.47 m 5.0 ft2 4° f . ` -,50 -3p ... 5� �. Wind Area Side 0.40 m 4.4 ft 60 0 �, - Max Wind Survivability >201 km/hr >125 mph 1 ° w Wind Load @ 100 mph (161 km /hr) " ° , , ', Fore /Aft 665 N 150 lbf ° ° ; { � ,} P 160 - 20 ° y 3 t Side 577 N 130 lbf t �' -,� y - 150 30 ,- , 140 40 - 4i ' Antenna consisting of aluminum alloy with 130 Z 50 : brass feedlines covered by a gray, UV safe "° ,°° 90 3° ' '" fiberglass radome. RoHS compliant. Horizontal ` r -11 -100 -°0 .60 , � . Mounting & Downtilting _, .60 , 130 -50 ?,µd Mounting hardware attaches to pipe diameter 140 40 050 -102 mm; 02.0 -4.0 in. If the lock -down brace is used, the maximum diameter is - 180, '.. �..'';'. ` t ' t.. 088.9 mm (3.5 in). 180 °* •i. " 4`9 Mounting & Downtilt Bracket Kit 2169999 150 30 >, .�1 ` . a � � :2: 42 3. x , ¢ . 140 40 Electrical specifications 130 20 60 50 Featuring our Exclusive Frequency Range 806 -960 MHz 0 ' °° 9 30 ° A 3T TechnologyTM Impedance 500 Vertical Antenna Design: Connector 3) NE or E -DIN WerPf Female 1 port / Center Radiation patterns for all antennas .True log periodic design allows for are measured with the antenna VSWR') 5 1.4:1 mounted on a fiberglass pole. superior front -to -side characteristics to Polarization Vertical minimize sector overlap. Gain 1) 13.0 dBd Mounting on a metal pole will typi- • Unique feedline design eliminates the 15.0 dBi cally improve the front -to -back need for conventional solder joints in Power Rating 2) 500 W ratio. the signal path. • A non - collinear system with access to Half Power Angle') every radiating element for broad band - Horizontal Beamwidth 63 width and superior performance. Vertical Beamwidth 15° • Air as insulation for virtually no internal Electrical downtilt 5) 0 signal loss. Null fill I) 10% Lightning protection Direct ground Warranty: This antenna is under a five -year limited warranty for repair or replacement. 1) Typical values. 2) Power rating limited by connector only. 3) NE indicates an elongated N connector. E -DIN indicates an elongated DIN connector. 4) Antenna weight does not include brackets, 5) Add'I downtilts may be available, Check website for details. !- - Improvements to mechanical and/or electrical perfom3ance of the antenna - 0 6 - ' '•, %.° A —__ may be made without notice. mphenol Antel,Inc. 1 of 1 815.399.0001 • antel@antelinc.com • www.antelinc.com ar <�.ao9rr�o., 1710 -2170 MHz LPA- 171080 -8CF- EDIN -X V -Pot I Log Periodic 180° 1 16.0 -16.5 dBi 1710 -1880 MHz 1850 -1990 MHz 1920 -2170 MHz 2 I 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.amphenol - antennas.com 2 of 2 ' � � # - -,._., ilk I • Illii 'A.A. _ 1710-2170 MHz „...„. . . , LPA-171080-8CF-EDIN-X V-Pol I Log Periodic I 80° I 16.0-16.5 dBi Electrical Characteristics 1710-2170 MHz Frequency bands 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz Polarization Vertical Horizontal beamwidth 78° 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 downtilt (X) 0, 2 Impedance 500 VSWR 5 1.5:1 Null fill 5% (-26.02 dB) Input power 250 W Lightning protection Direct Ground Connector(s) 1 Port / EDIN or NE / Female / Center (Back) 4 i 411: * * 114111 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 rn Side: 0.22 m Front: 1.5 ft Side: 2.3 ft Wind load t 161 km/hr (100 mph) Front: 185 N Side: 317 N Front: 42 lbf Side: 71 lbf Mounting Options Part Number Fits Pipe Diameter Weight 2-Point Mounting Bracket Kit 26799997 50-102 mm 2.0-4.0 in 2.3 kg 5.0 lbs 2-Point Mounting and Downtitt Brad<et Kit 26799999 50-102 mm 2.0-4.0 in 2.3 kg 5.0 lbs 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz 1111 It13 • Horizontal Horizontal Horizontal .v . 1P 90 917 0 I Vertical 0° I Vertical 0° 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 1 of 2 www.amphenol-antennas.com REV030811 r Z ;o Z woo • seuualue- Iouaydwe'MMM aoqou anogem spew eq Rew;onpoad of sivawanoadwl lonpoid slyq of a6ewep ul llnsej Iew suoplpuoo pons loaluoo mo puoAaq Si spoddns leanones uo ssaals Jo leuogeaado swaalx3 suoippuoo leuolaeaado pue 6uunloe4nuew leuwou jo )lnsaf e se Raen Amu pue Apo sanien a6uea JO leoldb; aago 01 papinoad we saateweaed souei ZHW Ogg I leo!uSA I .01 zHW 099 I leollaaA I d8 zHW 098 I leo!: .(:,, zHW OSL 1 1 A I .01, ZHW 09L 1 150! 19A I ,8 zHW 09L I le0!1 au o Gel 0 4- N 103-1 09•£9002.- V X8 8-N I L z1-11A1099 I Ieo'UaA I o4 9- N103 - 309-£90 zHW 098 I IeoluaA I ab ZHW 039 I leolu, .C.:_ 2 H1A1 04L I Ieogie f ,S zHW 091 I Ie I b x. ZHW 092. I Mow/ 06 ft ■ SZ! 791 / d( 411111 ;/ 4 a ! s Nipay09• 9 / laUe if 1 , / 4 Alik aill . 696-900 MHz BXA-70063-6CF-EDIN-X X-Pol I FET Panel I 63° I 14.5 dBd Electrical Characteristics 696-900 MHz Frequency bands 696-806 MHz 806-900 MHz i N Polarization ±45° Horizontal beamwidth 65° 63° ± Vertical beamwidth 13° 11° Gain 14.0 dBd (16.1 dBi) 14.5 dBd (16.6 dB) 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 Front-to-back ratio (+1-30°) -33A dB -36.3 dB Null fill 5% (-26.02 dB) Isolation between ports < -25 dB Input power 500 W Lightning protection Direct Ground Connector(s) 2 Ports / EDIN or NE / Female / Center (Back) Mechanical Characteristics Dimensions Length x Width x Depth 1804 x 285 x 132 mm 71.0x 11.2 x 5.2 in Depth with z-brackets 172 mm 6.8 in . ., Weight without mounting brackets 7.9 kg 17 lbs .,•.14:',,2,,' ,:, Survival wind speed > 201 km/hr > 125 mph Wind area Front: 0.51 m Side: 0.24 m Front: 5.5 ft Side: 2.6 ft Wind load © 161 km/hr (100 mph) Front: 759 N Side: 391 N Front: 169 lbf Side: 89 lbf Mounting Options Part Number Fits Pipe Diameter Weight 3-Point Mounting Bracket Kit 36210003 50-160 mm 2.0-6.3 in 6.3 kg 14 lbs 3-Point Downtilt Bracket Kit (0-14°) 36210004 50-160 mm 2.0-6.3 in 7.3 kg 16 lbs 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 4■11111 ...1 ' 40 v Horizontal I 750 MHz 0 I Vertical I 750 MHz 2° I Vertical I 750 MHz 170 • ■ 11 0 1111111 .' 6,0 Horizontal I 850 MHz 0' I Vertical I 850 MHz 2° I Vertical I 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 IP 10 Vertically Polarized, Log Periodic 80° / 16 dBi Mechanical specifications LPA- 185080/8CF 2° Length 1204 mm 47.4 in When ordering, replace =" with connector type. Width 104 mm 4.1 in Radiation - pattern'' Depth 150 mm 5.9 in oes 4) Weight 3.2 kg 7.0 lbs -g° -eo & 'r O -110 - 70 t-?H �$ Wind Area 130120 so -50 140 -40* CO Front 0.125 m 1.35 ft -,50 -30 o Side 0.144 m 1.55 ft ,6o -20 3 Rated Wind Velocity (Safety factor 2.0) -170 N 180 35 30 25 20 15 10 5 0 >658 km /hr >409 mph 170 \ 160\ 20 Wind load @ 100 mph (161 km /hr) So 30 Front 202 N 45 lbs 140 40 ` Side 211 N 47 lbs 130,20 110 �_/ 60 50 100 g0 80 70 Antenna consisting of aluminum alloy with brass r feedlines covered by a UV safe fiberglass radome. Horizontal Mounting & Downtilting: 110 9 ° -80 -70 ' 120 -60 Wall mounted or pole tower mount with mounting 130 -50 brackets. -140 -40� -150 -30 5. Mounting bracket kit #26799997 160 20 Downtilt bracket kit #26799999 - 170 10 The downtilt bracket kit includes the mounting F : �^" 180 0 bracket kit.k 170 / 10 160 / 20 Electrical specifications 5 0 a0 40 30 . y Amphenol Antel's y- Frequency Range 1850 -1990 MHz 130 50 Exclusive 3T (True Impedance 50f2 " °' °° 9 0 80 T ransmission Line p Technology) 3) Connector - NE, E -DIN Vertical t Antenna Design: 1) VSWR 51.4:1 • True log- periodic design allows for su- perior front -to -side characteristics to Polarization Vertical Radiation patterns for all antennas minimize sector overlap. are measured with the antenna • Unique feedline design eliminates the 1) Gain 16 dBi mounted on a fiberglass pole. need for conventional solder joints in 2) Power Rating 250. W the signal path. • A non - collinear system with access to ' Half Power Angle Mounting on a metal pole will every radiating element for broad band- typically improve the Front -to- width and superior performance. H - Plane 80° Back Ratio. • Air as insulation for virtually no internal E - Plane 8° signal loss. 1) Lobe Tilt 2° Every Amphenol Antel antenna is under a five -year limited warranty for repair or re- 1) Null Fill. 10% placement Lightning Protection Direct Ground Antenna available with center -fed connector only. ' Typical Values 2 ' Power Rating limited by connector only. CF Denotes a Center -Fed ' NE indicates an elongated N Connector. E -DIN indicates an elongated DIN Connector, Connector. The antenna weight listed above does not include the bracket weight. Amphenol mprensaip b ardualeal and/or 'Ncbles! Women of the 1850-1990 MHz Antel, l nc. antenna maybe made without miles. The Antenna Technology Company 1300 Capital Drive Rockford, IL 61109 Toll -Free (888) 417 -9562 Tel. (815) 399 -0001 Revision Date: 12/15/03 Fax. (815) 399 -0156 Email: antel @antelinc.com www.antelinc.com , Ant. Freq. Func. Color Code Ant. Freq. Func. Color Code Ant. Freq. Func. Color Code Al 800 Txl /Rx0 RED A7 800 Tx2 /Rx0 BLUE A13 800 Tx3 /Rx0 GREEN A2 1900 Txl /Rx0 RED/ A8 1900 Tx2 /Rx0 BLUE/ WHITE A14 1900 Tx3 /Rx0 GREEN/WHITE WHITE A3 700 Txl /Rx0 RED/ A9 700 Tx2 /Rx0 BLUE/ ORANGE A15 700 Tx3 /Rx0 GREEN /ORANGE ORANGE A4 700 Tx4 /Rx1 RED /RED/ A10 700 Tx5 /Rx1 BLUE /BLUE/ Al6 700 Tx6 /Rxl GREEN /GREEN/ ORANGE ORANGE ORANGE A5 1900 Tx4 /Rx1 RED /RED/ All 1900 Tx5 /Rx1 BLUE /BLUE/ A17 1900 Tx6 /Rx1 GREEN /GREEN/ WHITE WHITE WHITE A6 800 Tx4 /Rx1 RED /RED Al2 800 Tx5 /Rx1 BLUE /BLUE A18 800 Tx6 /Rx1 GREEN /GREEN T GINEER RE MANAGE Prepared By: Jay Latorre Steve Weatherbee JL 4/5/2012 Site Configuration 0° Al A2 A3 A4 A5 A6 411) 0 A13 0 Al2 A14 0 j Al 270° Al ® ® A10 90° _ Al6 A9 All A8 A180 North A7 180° 0 850 • 2' 1.--4 4 ► 4• ® 2' 1 2' SITES ` r ; 1, 71ri 6 , -:IPINEkGROVE ',: _ ECP - CELL # LATITUDE n * "' 2 - 17x°43 , : e�►[hrtlli7 -": i 7. ;V SAVEBU.' N . __ ,, ,,,, Additional Comments: 2012 LTE Phase 4 Fill In Add LTE antennas. STRUCT , _ _ , C 4 P - , :i 700 Mhz - LTE ANTENNA ADD ALPHA BETA GAMMA EQUIPMENT TYPE eNodeB eNodeB eNodeB ANTENNA TYPE BXA- 70063 -6CF- EDIN -0 BXA- 70063 -6CF- EDIN -O BXA- 70063 -6CF- EDIN -0 QTY OF ANTENNAS PER FACE 1 1 1 ORIENTATION (DEG) 20 225 310 DOWN TILT ( MECH /DEG ) 3 0 0 RAD CTR (FT AGL) 120 120 120 TMA - QTY / MODEL DIPLEXER - QTY / MODEL 850 Celluar.Current�;Config _ 4 ; ; " fig` ALPHA °' 7 •- t '79:. BET .,4��' ,iar: � ` :` � , EQU } , v , , . , s� Cellular Modcell 4.0B Cellular Modcell 4.0B Cellular Modcell 4.0B `, LPA- 80063/4CF LPA- 80063 -4CF- EDIN -5 LPA- 80063 -4CF- EDIN -0 Q,T�(T P. .T a , . , � - irk ''N 2 2 2 ORI ' - • • * , ,rt r,. 20 225 310 1i arl/ 1171A ti 017 3 0 2 - ®, T:7- , "$_` 120 120 120 M;";fi 850 Celluar - Future Config ALPHA BETA +a1:','! GA A4 x ry EQUIPMENT TYPE 1 h #,' ='"," Cellular Modcell 4.0B Cellular Modcell 4.0B Cellular Modcell 4.0B ANTENNATYPE ,,t " 1 LPA- 80063 - 4CF - EDIN -5 LPA- 80063 - 4CF - EDIN -5 LPA- 80063 - 4CF - EDIN -0 QTY OF`''ANTENNAS - FACE 2 2 2 ORIENTATION (DEG)'' # PY -' : :: 4 ' 20 225 310 DOWN TILT '(MECH/D .,',1i 0 0 2 RAD CTR x'(FT"`AGL) `400 120 120 120 TMA- QTfY' / 1 ;: DIPLEXER,R',QTYIMODEL _ - -_ DIPL'EXWITH LTE ICABLE._a, ^°" 190 per , - - - . i' -: , a ; r BET ,, 7 e ",.. . - .,=`__.__.-....„_] EQ —T. ,,.: ,' = N/A N/A N/A ANTEAI �;-'''�" . LPA- 185080/8CF 2 LPA- 185080/8CF 2 LPA- 185080/8CF 2 ___ 7 11.,7,1 r''. 2 2 2 QItI: 1 20 225 310 ,,,at . 4 ri-, : :1 r'.;T" L ,_ , 0 0 0 -a . ' 11 120 120 120 .x..r.:Ww++*n' 1900 PCS., Future t Config ,,ld , ALPHA BETA ` ` 4 10}4 MM `' � �r, r 61 ; , EQUIPMENT TTYPE z 0 ° ` ' N/A N/A N/A ANTENNA TYPE -:_ 4 i LPA- 171080 -8CF- EDIN -2 LPA- 171080 -8CF- EDIN -2 LPA- 171080 -8CF- EDIN -2 QTY OFTANTENNASS,'PER`, 2 2 2 ORIENTATION (DEG),4 20 225 310 DOWNTI'ILT (MECH /DEGye 0 0 0 RADtCTR (FA ' GL) . . '`i`rl i 120 120 120 TMA ° QTY' MODEU Y °V:,'; 1 � DIPLEX; WITHCE "'LLARCABLE. 1 ' 14 ,, i BE -.:, • RICABLE'S = 7 ` vV, ; 3.::,,,,: ; ESTIMATED C0 =� £ i:741 �� g MAINLINE SIZE 1 5/8" TOTAL # OF MAINLINES 18 MAINLINE (FT) 160 JUMPER SIZE 1/2 " TOTAL # OF TOP JUMPERS 18 TOP JUMPER (FT) 12 12 + 6 12 + 6 - ; acs ,REQUENCIES , , :. 7. 3. L_____,........,_ ?inn F ,` • . 700' CV, : Cellular (Watts) 20 ..w TX - 869 - 880,890 -891.5 MHz TX - 1970 -1975 / 2145 -21 TX - 746 -757 PCS (Watts) 16 RX - 824 - 835,845 -846.5 MHz RX - 1890 -1895 / 1745 - RX - 776 - 787 LTE (Watts) 40 The Commonwealth of Massachusetts ;.. , _ i Department of Industrial Accidents r Office of Investigations ::,.:...4 l :� : : ' 1 ! 600 Washington Street �r r " : Boston, MA 02111 II -',/s ; www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business / Organization /Individual): �4- �� x - & y - e\ess C ,- Address: A O ' \ �J \ qij ,,,,,,,,-, - CitylState /Zip: Phone #: t't \ - ZA 3 3D-\\ Are you an employer? Check the appropriate box: 4. I am a general contractor and I Type of project (required): 1 I am a employer with 2 0 g 6. ❑ New construction employees (full and/or part- time).* have hired the sub - contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have 8. [] Demolition working for me in capacity. employees and have workers' g any P tY 9. 0 Building addition [No workers' comp. insurance comp. insurance.t required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11. [] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ❑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. Insurance Company Name: a._\_ p Policy # or Self -ins. Lic. #: \)3C 0\0 ` '1 \ 0 \ c\ 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 certi A nder the pains a penalties of perjury that the information provided above is true and correct. akz Signature: / . Date: 7 1 q - a-U) a, Phone #: Li 1 — 2 1 43- sc.'I\ 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 #: d900 Broken Sound Parkway NW Boon Raton, F. I i487 2;'97 SBA 1181 +:,f ?9957(70 F + 561 995 7h26 shasite.coni LETTER OF AUTHORIZATION Date: July 17, 2012 SBA Site ID: MA13219 -A -o2 /Northampton 2 Property Located at: 245 Old Wilson Road, Northampton, MA 01062 THE CITY /COUNTY OF: NORTHAMPTON / HAMPSHIRE APPLICATION FOR ZONING /USE /BUILDING PERMIT To Whom It May Concern: 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 at the site /property referenced above on behalf of Gil Verrillo. All approval conditions that may be granted to Verizon in connection with this facility relating to this specific application are the sole responsibility of Verizon. Thank you, SBA Infrastructure, LLC By: Name: Br n Allen Its: VP, Site Marketing Date: 07 / 17 / 2012 Versionl.7 Commercial Building Permit May 15, 2000 SECTION 10 STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 0 SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT See attached Letter of Authorization I, , as Owner of the subject property hereby authorize _.. ._ _ —__w . _. _____ _ to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Ellen W. Freyman on behalf of Bell Atlantic Mobile of Massachusetts Corporatio Ltd. d /b /a Verizon Wireless Mf , 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 periury Ellen W. Freyman Print Name by $ � Signa s • er /A:�� authorized agent a fe SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Berkshire Wireless Not Applicable ❑ Dennis Teichert ;CS 71466 Name of License Holder License Number 480 Pleasant Street, Lee, MA 01238 04/14/2013 Address Expiration Date ��— (413) 441 -4837 Signature Telephone 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 0 No Versionl.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 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility � W Address Registration Number Signature Telephone Expiration Date 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 d 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 0 DONT KNOW 0 YES V IF YES, date issued: 06/23/2004 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 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 DONT KNOW © YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , 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 ® NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 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 MI Brief Description Verizon Wireless is removing 6 of the existing antennas and replacing them with 9 upgraded Of Proposed Work: antennas, 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 I ❑ 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 I ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ig 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 (sf) 1st 1 st 2nd 2 nd 3rd 3 rd 4 4 Total Area (sf) Total Proposed New Construction (sf) 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 ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system El Versionl.7 Commercial Building Permit May 15, 2000 Crntuse only City of Northampton Status of Permit: I Buiiding Department Cu Cut/Di veway aeenit ( AUG -62012 212 Main Street SOWeriSePtic a tity Room 100 Weter)Well Ava lily , N rthampton, MA 01060 Two Sets ofSturallns pErT. OF BUiLL'4t431NSPECTION3 NORTHAMPTON, ►uyoteaa, a1 -587 -1240 Fax 413- 587 -1272 Plot/Site Plans Other S 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 0 5900 Broken Sound Parkway, NW 0 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 0 99 East River Drive, East Hartford, CT 06108 0 Name (Print) Current Mailing Address: (413) 737-1131 Signature 9 .V. i �/. Telephone cu t ten. 1 - .a y Gllt SECTION 3 - ESTI ATED'' STRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building $ Ck (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) ? 9 b . Check Number 4_<5` This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date .r< Shatz Schwartz and Fentin, P.C. Counsellors at Law August 2, 2012 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. 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, ( f b OL Q - Dana Cowl Paralegal /dmc Enclosures U \U108 \Verizon \2012\Pine Grove --- Noho \LT BI w App1.080212 1441 Main Street, Springfield, MA 01103 -1450 • 413 - 737 -1131 • 413 - 736 -0375 (fax) • www. ssfpc.com File # BP- 2013 -0132 OK 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 REQUIRED DATE ZONING FORM FILLED OUT Fee Paid -. Building Permit Filled out . _ Fee Paid �� t Typeof Construction:_REMOVE 6 VERIZON ANTENNAS & REPLACE W/9 UPGRADED New Construction Non Structural interior renovations_ Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 71466 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFjWCIATION 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 Demolitio Delay 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- 2013 -0132 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: Non structural interior renovations BUILDING PERMIT Permit # BP- 2013 -0132 Project # JS- 2013- 000215 Est. Cost: 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:8/10/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: REMOVE 6 VERIZON ANTENNAS & REPLACE W/9 UPGRADED 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 8/10/2012 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner