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44-014 (9) Shatz, 1441 Main Street Schwartz and Springfield, Massachusetts 01103 Telephone: (413) 737 1131 Fentin, PC. Facsimile: (413) 736 0375 www.ssfpc.com Counsellors at Law December 1, 2015 City of Northampton Department of Building Inspections 212 Main Street- Municipal Building 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 $100. 00 as payment for the building permit fee. When it is 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 feel free to contact Attorney Ellen Freyman or myself if you have any questions or need additional information. Thank you. Sincerely, Sofia Bitzas Williams Paralegal /sbw Enclosures U\A09\0 Verizon\0 Swaps\2015\Pine Grove\5Building Inspector.12.1.15 Product Specifications cOMMSC PE® HBXX-9014DS-VTM PowEQZD BY "�N�DREW« .. ..- ......_.. 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(R) 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 o 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 ore 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 ADD 3 Product Specifications COMMSC : PE® POWER [ BY O'llANDREW H BXX-9014DS-VTM Andrew® Quad Port Teletilt®Antenna, 1710-2180 MHz,900 horizontal beamwidth, RET compatible Enhanced control of out-of-sector power improves co-channel interference, reduces softer hand-offs, improves capacity 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 x:0.4 t0.4 00115.9 00115.9 0 ° 116.0 Gain by Beam Tilt, average, dBi 5 o 1 16.1 5 ° 1 16.1 5 ° 1 16.2 10 o 1 15.7 10 o 1 15.7 10 0 1 15.7 Beamwidth, Horizontal, degrees 88 88 88 Beamwidth, Horizontal Tolerance, degrees t4.7 t3.1 f3.8 Beamwidth, Vertical, degrees 7.5 7.1 6.7 Beamwidth, Vertical Tolerance, degrees f0.4 t0,4 f0.5 Beam Tilt, degrees 0-10 0-10 0-10 USLS, dB 18 18 18 Front-to-Back Total Power at 1800 t 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 f450 ±450 Impedance 50 ohrn 50 ohrn 50 ohm General Specifications Antenna Brand Andrew@ Antenna Type DualPol@ quad Band Single band Brand DualPol(!k) ( Teletilt(R) 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 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 informaticn_Revised:June 26,2014 September 22,2014 Product Specifications COMMSC PE® POWFUD Rx SBNHH-1 D85C '0'ARDREW RF Connector Quantity, total 6 Wind Loading, maximum 840.0 N @ 150 km/h 188.8 Ibf @ 150 krn/h Wind Speed, maximum 241.4 km/h I 150.0 mph Dimensions Depth 180.0 mm I 7.1 in Length 2438.0 mm 1 96.0 in Width 301.0 mm I 11.9 in Net Weight 20.0 kg I 44.1 lb Remote Electrical Tilt (RET) Information Annual Failure Rate, maximum 0.01% Input Voltage 10-30 Vdc Power Consumption, idle state, maximum 2.0 W Power Consumption, normal conditions, maximum 11.0 W Protocol 3GPP/AISG 2.0 (Multi-RET) RET Interface 8-pin DIN Female I 8-pin DIN Male RET Interface, quantity 1 female I 1 male RET System Teletilt@ 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 Included Products BSAMNT-1 —Wide Profile Antenna Downtilt Mounting Kit for 2.4 -4.5 in (60- 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. ©2014 CommScope,Inc.All rights reserved.All trademarks identified by 0 or TM are registered trademarks,respectively,of CommScope. page 2 of 2 All specifications are subject to change without notice.See www.cornmscope.com for the most current information.Revised:November 5,2014 November 5,2014 r ..,� ,* e; • r } i '. i I i i i I I I I ADD I Product Specifications COMMSC PE® owsty 1-40N�DREW G CommScope--Proprietary and Confidential. Preliminary specifications are for illustrative purposes only and will be updated prior to publication. SBNHH-1 D85C Andrew®Tri-band Antenna, 698-896 and 2 x 1710-2360 MHz, 850 horizontal beamwidth,internal RETs. { Interleaved dipole technology providing for attractive, low wind load mechanical l package Electrical Specifications Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Beamwidth, Horizontal, degrees 85 85 85 85 85 85 Beamwidth,Vertical, degrees 9.0 8.0 5.0 5.0 5.0 5.0 Beam Tilt, degrees 0-9 0-9 0-6 0-6 0-6 0-6 USLS, dB 16 16 16 16 16 16 CPR at Boresight, dB 18 18 18 18 18 18 CPR at Sector, dB 10 10 10 10 10 10 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 30 30 30 30 30 30 VSWR ( Return Loss, dB 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 1.4.0 1.5 1 14.0 1.5 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 300 300 300 3 Polarization ±450 ±450 ±450 ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA* Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain by all Beam Tilts, average, dBi 15.0 15.0 17.0 17.0 17.0 17.0 Beamwidth, Horizontal Tolerance, degrees ±815 f8.5 f8.5 f8.5 f8.5 f8.5 Beamwidth, Vertical Tolerance, degrees t0.9 f0.8 f0.5 f0.5 f0.5 t0.5 Front-to-Back Total Power at 1800 t 300, dB 23 23 23 23 23 23 CommScope®supports NGMN recommendations on Base Station Antenna Standards (BASTA). To learn more about the benefits of BASTA, download the whitepoper Time to Raise the Bar on BSAs. General Specifications Antenna Brand Andrew Ca) Antenna Type DualPol@ multiband Band Multiband Brand DualPol& Operating Frequency Band 1710 - 2360 MHz ( 698 - 896 MHz Mechanical Specifications Color Light gray Lightning Protection do Ground Radiator Material Aluminum ( Low loss circuit board Radome Material Fiberglass, UV resistant RF Connector Interface 7-16 DIN Female RF Connector Location Bottom ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®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:November 5,2014 November 5,2014 i I i I i Product Specifications COMMSC PE� SBNHH-1 D65C POWFUD BY � -I ' NDREW Color Light gray Lightning Protection do Ground Radiator Material Aluminum I Low loss circuit board Radome Material Fiberglass, UV resistant RF Connector Interface 7-16 DIN Fernale RF Connector Location Bottom RF Connector Quantity, total 6 Wind Loading, maximum 879.0 N @ 150 km/h 197.6 Ibf @ 150 km/h Wind Speed, maximum 241.4 km/h 1 150.0 mph Dimensions Depth 181.0 mm ( 7.1 in Length 2438.0 mm 1 96.0 in Width 301.0 mm 11.9 in Net Weight 22.5 kg 1 49.6 lb Remote Electrical Tilt (RET) Information Input Voltage 10-30 Vdc Power Consumption, idle state, maximum 2.0 W Power Consumption, normal conditions, maximum 11.0 W Protocol 3GPP/AISG 2.0 (Multi-RET) RET Interface 8-pin DIN Fernale I 8-pin DIN Male RET Interface, quantity 1 female 1 1 male RET System Teletilt(R) 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 Included Products BSAMNT-1—Wide Profile Antenna Downtilt Mounting Kit for 2.4 -4.5 in (60 - 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. @2014 CommScope,Inc.All rights reserved.All trademarks identified by®or Tm are registered trademarks,respectively,of CcmmScope. page 2 of 2 All specifications are subject to change without notice.See www.commscope.com for the most current information.Revised:October 22,2014 November 17,2014 ,�,..,, ,,e� ,� :". I I i I i i i i i I i ADD Z. Product Specifications COMMSC PE® POWERED BY ANDREW ? ................. D65C Andrew®Tri-band Antenna, 698-896 and 2 x 1710-2360 MHz, 650 horizontal beamwidth, internal RET. Both high bands share the same electrical tilt. « Interleaved dipole technology providing for attractive, low wind load mechanical package Electrical Specifications Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain, dBi 16.2 16.0 17.7 17.9 18.5 18.5 Beamwidth, Horizontal, degrees 66 64 70 65 63 58 Beamwidth, Vertical, degrees 8.9 7.8 5.7 5.2 5.0 4.4 Beam Tilt, degrees 0-11 0-11 0-7 0-7 0-7 0-7 USLS, dB 11 12 15 15 15 14 Front-to-Back Ratio at 1800, dB 29 31 27 27 28 27 CPR at Boresight, dB 27 21 18 19 16 19 CPR at Sector, dB 14 9 10 10 8 4 Isolation, dB 25 25 25 25 25 25 Isolation,Intersystem, dB 30 30 30 30 30 30 VSWR ( Return Loss, dB 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 350 350 350 300 Polarization ±450 ±450 ±450 ±450 ±450 ±450 Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA* Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain by all Beam Tilts, average, dBi 15.8 15.6 17.3 17.8 18.2 18.1 Gain by all Beam Tilts Tolerance, dB t0.4 t0.5 f0.3 f0.2 f0.5 t0.4 0 ° 116.0 0 ° 115.8 0 ° 117.3 0 ° 117.7 0 ° 118.0 0 ° 117,9 Gain by Beam Tilt, average, dBi 5 " 1 16.0 5 " 1 15.8 4 " 1 17.4 4 " 1 17.8 4 ° 1 18.2 4 ° 1 18.2 11 " 1 15.5 11 ° 1 15.2 7 ° 1 17.3 7 ° 1 17.7 7 " 1 18.1 7 0 1 18.2 Beamwidth, Horizontal Tolerance, degrees f1.2 ±1.9 ±3.4 f3.8 f4.7 f3.7 Beamwidth, Vertical Tolerance, degrees t0.6 f0.5 t0.3 t0.2 f0.3 f0.2 USLS, dB 13 14 17 16 17 15 Front-to-Back Total Power at 1800 t 300, dB 26 24 27 25 25 26 CPR at Boresight, dB 29 22 20 21 19 21 CPR at Sector, dB 14 11 13 11 9 5 * CommScope®supports NGMN recommendations on Base Station Antenna Standards (BASTA). To learn more about the benefits of BASTA, download the whitepoper Time to Raise the Bar on BSAs. General Specifications Antenna Brand AndrewCR) Antenna Type DualPolO multiband with internal RET Band Multiband Brand DualPol(R) ( Teletilt(R) Operating Frequency Band 1710 - 2360 MHz ( 698 - 896 MHz Mechanical Specifications ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®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:October 22,2014 November 17,2014 i I i i i I, i I i Product Specifications COMMSC PE® HBXX 9016DSVTMoxt arc BY ANDREW i Width 305.0 mm 1 12.0 in Net Weight 16.9 kg 1 373 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator HBXX-9016DS-R2M Model with Factory Installed AISG 2.0 Actuator HBXX-9016DS-A2M RET System TeletiltCk� 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 I 11 4 I 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 0 or TM are registered trademarks,respectively,of CommScope. page 2 of 2 All specifications are subject to change.See www.commscope.com for the most current information.Revised February 11,2014 April 17,2014 -._� * '� 11 I i i i i I i I, i I I :� ADD ) Product Specifications COMMSC ; PE® PCONFRED BY , .DREW , HQXX-9016DS-VTM Andrew@ Quad port Teletilt®Antenna, 1710-2180 MHz,900 horizontal beamwidth, RET compatible Each DualPol@ array can be independently adjusted for greater flexibility * Excellent gain, VSWR,front-to-back ratio, and PIM specifications for robust network performance * Excellent solution for site sharing and maximizing capacity Wide horizontal and narrow vertical beamwidth to maximize coverage and capacity Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain,,dBi 17.5 17.5 17.5 Beamwidth, Horizontal, degrees 90 90 90 Beamwidth,Vertical, degrees 5.0 4.6 4.3 Beam Tilt, degrees 0-6 0-6 0-6 USLS,typical, dB 17 17 17 Front-to-Back Ratio at 1800, dB 28 28 28 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 Andrew(R) Antenna Type DualPoICR)single band, quad Band Single band Brand DualPol(r-) I Teletilt® Operating Frequency Band 1710 - 2180 MHz Mechanical Specifications Color Light gray Lightning Protection do Ground Radiator Material Law lass circuit board Radome Material PVC, UV resistant RF Connector Interface 7-16 DIN Female RF Connector Location Bottom RF Connector Quantity, total 4 Wind Loading, maximum 664.6 N @ 150 km/h 149.4 Ibf @ 150 km/h Wind Speed, maximum 241.4 km/h 1 150.0 mph Dimensions Depth 166.0 mm ( 6.5 in Length 1896.0 mm 1 74.6 in ©2014 CommScope,Inc.All rights reserved.All trademarks identified by @ or TM are registered trademarks,respectively,of CommScope. page 1 of 2 All specifications are subject to change.See www.commscope.com for the most current information_Revised:February 11,2014 April 17,2014 � �'�f -'• F'� I j I i i j I ADD Z... Product Specifications COMMSC PE� HBXX-6517DS-Vi-M ,,fir POWERED al sq ANDREW Andrew®Quad Port Teletilt@ Antenna, 1710-2180 MHz, 650 horizontal beamwidth, RET compatible Electrical Specifications Frequency Band,MHz 1710-1880 1850-1990 1920-2180 Gain by all Beam Tilts,average, dBi 18,5 18.6 18.8 Gain by all Beam Tilts Tolerance, dB +0.4 i0.3 +0.4 Gain by Beam Tilt, average, dBi Beamwidth, Horizontal, degrees 67 66 65 Beamwidth, Horizontal Tolerance, degrees +2.4 +1.7 +2.9 Beamwidth, Vertical, degrees 5.0 4.7 4,4 Beamwidth, Vertical Tolerance, degrees f0.3 +0.3 +03 Beam Tilt, degrees 0-6 0-6 0-6 USLS, dB 18 19 19 Front-to-Back Total Power at 180° t 301, dB 25 26 26 CPR at Boresight, dB 22 23 22 CPR at Sector, dB 10 10 9 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 +451 +451 ±451 *Values calculated using NGMN Alliance N-F-BASFA v9.6 Mechanical Specifications Color I Radome Material Light gray I PVC, UV resistant Connector Interface I Location I Quantity 7-16 DIN Female 1 Bottorn 1 4 Wind Loading, maximum 668.0 N @ 1.50 km/h 150.2 Ibf @ 150 km/h Wind Speed, maximum 241.0 kin h 1 149.8 mph Antenna Dimensions, L x W x D 1903.0 mm x 305.0 mm x 166.0 mm 1 74.9 in x 12.0 in x 6,5 in Net Weight 19.5 kg 1 43.0 lb Model with factory installed AISG 2.0 RET HBXX-6517DS-A2M ©2014 CommScope,Inc.All rights reserved.All trademarks identified by®or rm are registered trademarks,respectively,of CommScope. page 1 of 1 All specifications are subject to change.See www commscope com for the most current information.Revised'Fecruary 24,2014 March 20,2014 1710-2170 MHz LPA-171080-8CF-EDIN-X V-Pol Log Periodic 80° 1 16.0-16.5 dBi 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz ,o s� 2° 1 Vertical 2' 1 Vertical 2' 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. REV030811 www.amphenol-antennas.com 2 of 2 I i i I i i I i I i i i i i A&ft,Amphenol 1710-2170 MHz N I ENNA SOLU'T IONS e X LPA-1 71080-8CF-EDIN-X Re."!�'r va!l I'i:NF V-Pol I Log Periodic 1 80' 1 16,0-16.5 dBi ............... Frequency bands 1710-1880 MHz 1850-1990 MHz 1920-2170 MHz Polarization Vertical ai Horizontal beamwidth 78' 800 770 Vertical beamwidth 60 7- 6* Gain 13.9 dBd(16.0 d&) 14.4 dBd(16.5 dBi) 13.9 dBd(16.0 dBi) Electrical downtilt(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 EDIN or NE Female Center(Back) Mechanical Characteristics 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:0.14M2 Side:0.22 M2 Front:1.5 ft2 Side:2.3 ft2 14M T Wind load @ 161 km/hr(100 mph) Front:185 N Side:317 N Front:42 lbf Side:71 Ibf Mo 11 u 11 nting Options Number 2-Point Mounting Bracket Kit 26799997 50-102 mm 2.0-4.0 in 2.3 kg 5.0 Ibs 2-Point Mounting and Downth 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 a o so -12s, so, so Horizontal Horizontal Horizontal loo, 'As so 0' I Vertical 0' I 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 BXA-70063-6CF-EDIN-X x-Pol FET Panel 1 63° l 14.5 dBd BXA-70063-6CF-EDIN-3 BXA-70063-6CF-EDIN-4 BXA-70063-6CF-EDIN-5 K .,m s° w' -30 .10 12. 12o 3° I Vertical 1 750 MHz 4° 1 Vertical 1 750 MHz 5° 1 Vertical 1 750 MHz 30 N 12 121 n d° 3° 1 Vertical 1 850 MHz 4° 1 Vertical 1 850 MHz 5° Vertical 1 850 MHz BXA-70063-6CF-EDIN-6 BXA-70063-6CF-EDIN-8 BXA-70063-6CF-EDIN-10 AM -12Q 6° I Vertical 1 750 MHz 8° 1 Vertical 1 750 MHz 10° Vertical 1 750 MHz 6° 1 Vertical 1 850 MHz 8° 1 Vertical 1 850 MHz 10° 1 Vertical 1 850 MHz Quoted performance conditions and/ors essron structural supports to s beyond our l controll. Such conditions may result in damage t normal this product. Improvements to product may lbe made ry without notice. notice. REV0310 www.amphenol-antennas.com 2 of 2 • t, t R .,, � � .� �i � K' ,mot.. •�, "�� .,, .�.�. i i I I i i i I I 696-900 BXA-70063-6CF—EDIN—X ,.s,,� X-Poi ( FET Panel 63° { 14.5 dBd v,;<:,,:;: <:�r,u Frequency bands 696-806 MHz 806-900 MHz Polarization ±45° Horizontal beamwidth 65° 63° Vertical beamwidth 13° 110 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 504 VSWR `-1.35:1 Upper sidelobe suppression(1 -18.3 dB -18.2 dB Front-to-back ratio(+1-30°) -33.4 dB -36.3 dB q .i Null fill 5%(-26.02 dB) S Isolation between ports `-25 dB Input power ' 500 W Lightning protection Direct Ground Connector(s) 2 Ports/EDIN or NE/Female/Center(Back) a 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 a Survival wind speed >201 km/hr >125 mph Wind area Front:0.51 m2 Side:0.24 m2 Front: 5.5 ft' Side: 2.6 ft2 Lit Wind load @ 161 kni(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 Horizontal 1 750 MHz 0° 1 Vertical 1 750 MHz 2° I Vertical 750 MHz i Horizontal 1 850 MHz 0° 1 Vertical 1 850 MHz 2° 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 REVO31O TES Engr.Number: 16259 Page 2/2 Date: 6/26/2015 Check the capacities of ReinforceinK Concrete: Strength reduction factor(Flexure and axial tension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 Load/ Capacity (1)Concrete Pier: Ratio Vertical Steel Rebar Area(sq.in./each): 0.79 Tie/Stirrup Area(sq.in./each): 0.20 Calculated Moment Capacity(Mn,Kips-Ft): 5088.7 > Design Factored Moment(Mu,Kips-F1 2919.6 0.57 OKI Calculated Shear Capacity(Kips): 660.1 > Design Factored Shear(Kips): 28.7 0.04 OKI Calculated Tension Capacity(Tn,Kips): 1621.1 > Design Factored Tension(Tu Kips): 0.0 0.00 OKI Calculated Compression Capacity(Pn,Kips): 9744.8 > Design Factored Axial Load(Pu Kips): 68.7 0.01 OKI Moment&Axial Strength Combination(Pu/Pn+Mu/Mn): 0.58 OKI Check Tie Spacing(Design/Required): 1 OKI Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is satisfied per ACI (2).Concrete Pad: One-Way Design Shear Capacity(L-Direction,Kips): 570.0 > One-Way Factored Shear(L-D.Kips): 212.6 0.37 OKI One-Way Design Shear Capacity(W-Direction,Kips): 570.0 > One-Way Factored Shear(W-D.,Kips) 212.6 0.37 OKI One-Way Design Shear Capacity(Corner-Corner.Kips): 643.3 > One-Way Factored Shear(C-C,Kips): 296.6 0.46 OKI Lower Steel Pad Reinforcement Ratio(L-Direct.): 0.0068 OKI Lower Steel Pad Reinf.Ratio(W-Direc 0.0068 Lower Steel Pad Moment Capacity(L-Direction.Kips-ft): 3543.7 > Moment at Bottom(L-Direct.K-Ft): 749.3 0.21 OKI Lower Steel Pad Moment Capacity(W-Direction.Kips-ft): 3543.7 > Moment at Bottom(W-Direct.K-Ft): 749.3 0.21 OKI Lower Steel Pad Moment Capacity(Corner-Corner,K-ft): 4930.3 > Moment at Bottom(C-C Dir.K-Ft): 1059.6 0.21 OKI Upper Steel Pad Reinforcement Ratio(L-Direct.): 0.0068 OKI Upper Steel Reinf.Ratio(W-Direct.): 0.0068 Upper Steel Pad Moment Capacity(L-Direction.Kips-ft): 3543.7 > Moment at the top (L-Dir Kips-Ft): 94.9 0.03 OKI Upper Steel Pad Moment Capacity(W-Direction.Kips-ft): 3543.7 > Moment at the top (W-Dir Kips-Ft): 94.9 0.03 OKI Upper Steel Pad Moment Capacity(Corner-Corner.K-ft): 4930.3 > Moment at the top (C-C Direc.K-Ft): 326.6 0.07 OKI Monopole Mat Foundation Design Dote fit 11) 6/26xte Customer Name: Verizon EIAMA Standard: EIA-222-G Site Name: Structure Height(Ft.): 149 IES Site Nmber: MA13219-A-SBA Engineer Name: E.Goyal "lirsrt'r'1•a4:}¢tCt9't1u:,lrainliirn Engr.Number: 16259 Engineer Login ID: Foundation Info Obtained from: Drawings/Calculations Structure Type: Monopole ( Analysis or Design? Analysis fit 00 0.00 { r.... .. _y. Base Reactions(Factored): ; 7 Axial Load(Kips): 68.7 Shear Force(Kips): 28.7 7 # 4 Uplift Force(Kips): 0.0 Moment(Kips-ft): 2790.4 99.0 41 # 9 I 41 # 9 Foundation Geometries: 5.5 t,: /` /41 # 9 t , Mods required-Yes/No?: No . t 41 # 9 a f Diameter of Pier(ft.): 7.0 Depth of Base BG(ft.): 5.5 i ¢ � jtl � h` Pier Height A.G.(ft.): 1.00 Thickness of Pad(ft): 2.00 ry 2.00 Length of Pad ft): 24.5 Width of Pad(ft.): 24.5 ...........__._.. _...._... _................_..._....2 4.rr.___.._____._.__.................. Final Length of pad(ft) 24.5 Final width of pad(ft): 24.5 J 0.0' ' Control Value for Cell D18: 0 Control Value for Cell F18: 0 ( Material Properties and Reabr Info: a 7.0 Concrete Strength(psi): 4000 Steel Elastic Modulus: 29000 ksi I Vertical bar yield(ksi) 60 Tie steel yield(ksi): 60 24.5 Vertical Rebar Size#: 8 Tie/Stirrup Size#: 4 24.5 j Ai W Qty.of Vertical Rebars 38 Tie Spacing(in): 12.0 Pad Rebar Yield(Ksi): 60 Pad Steel Rebar Size(#): 9 38 # 8 Concrete Cover(in.): 3 Unit Weight of Concrete: 150.0 pcf i y' ............................................. ....... 0 0 Rebar at the bottom of the concrete pad: T Qty.of Rebar in Pad(L): 41 Qty.of Rebar in Pad(W): 41 Rebar at the top of the concrete pad: 24.5 .L r. Qty.of Rebar in Pad(L): 41 Qty.of Rebar in Pad(W): 41 Soil Design Parameters: Soil Unit Weight(pcf): 110.0 Soil Buoyant Weight: 50.0 Pcf Water Table B.G.S.(ft): 99.0 Unit Weight of Water: 62.4 pcf Angle from Top of Pad: 30 Ultimate Bearing Pressure(psf): 20000 Ultimate Skin Friction: 1200 Psf Angle from Bottm of Pad: 25 Consider Friction for O.T.M.(Y/N): No Consider Friction for bearing(Y/N): No ,Angle from Bottm of Pad: 25 Consider soil hori.force for O.T.M.: No Reduction factor on the maximum soil bearing pressure: 1.00 Foundation Analysis and Design: Uplift Strength Reduction Factor: 0.75 Compression Strength Reduction Factor: 0.75 Total Dry Soil Volume(cu.Ft.): 1966.18 Total Dry Soil Weight(Kips): 216.28 Total Buoyant Soil Volume(cu.Ft.): 0.00 Total Buoyant Soil Weight(Kips): 0.00 Total Effective Soil Weight(Kips): 216.28 Weight from the Concrete Block at Top(K): 0.00 Total Dry Concrete Volume(cu.Ft.): 1373.68 Total Dry Concrete Weight(Kips): 206.05 Total Buoyant Concrete Volume(cu.Ft.): 0.00 Total Buoyant Concrete Weight(Kips): 0.00 Total Effective Concrete Weight(Kips): 206.05 Total Vertical Load on Base(Kips): 491.03 Load/ Check Soil Capacities: Capacity Ratio Calculated Maxium Net Soil Pressure under the base(psf): 2217 < Allowable Factored Soil Bearing(psf): 15000 0.15 OKI Allowable Foundation Overturning Resistance(kips-ft.): 5497.8 > Design Factored Momont(kips-ft): 2977 0.54 OKI Factor of Safety Against Overturning(0.R.Moment/Design Moment): 1.85 OKI Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Tower Fn ineerim-,Solutions Gh: 1.1 Topography: 1 Struct Class: II Page: 22 Reactions Shear Shear Axial Moment Moment t FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) 1.21D+1.6W 100 mph Wind 28.7 0.00 42.15 0.00 0.00 2790.38 0.91D+1.6W 100 mph Wind 28.7 0.00 31.60 0.00 0.00 2773.67 1.21)+1.ODi+1.OWi 40 mph 5.4 0.00 68.74 0.00 0.00 522.25 1.01D+1.OW 60 mph Wind 6.5 0.00 35.15 0.00 0.00 625.47 Max Stresses Pu Vu Tu Mu Mu Resultant phi phi phi phi FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Elev Stress Load Case (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (ft) Ratio 1.21)+1.6W 100 mph Wind -42.15 -28.71 0.00 -2790.3 0.00 -2790.3 4396.19 2198.0 10487.0 5251.34 0.00 0.541 0.91D+1.6W 100 mph Wind -31.60 -28.69 0.00 -2773.6 0.00 -2773.6 4396.19 2198.0 10487.0 5251.34 0.00 0.536 1.21D+1.ODi+1.OWi 40 mph -68.74 -5.38 0.00 -522.25 0.00 -522.25 4396.19 2198.0 10487.0 5251.34 0.00 0.115 1.01D+1.OW 60 mph Wind -35.15 -6.46 0.00 -625.47 0.00 -625.47 4396.19 2198.0 10487.0 5251.34 0.00 0.127 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 r Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 21 Tower Eniaeering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 21 Dead Load Factor 1.00 Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Rotation Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft kips) (ft kips) (kips) (kips) (ft kips) (ft-kips) (in) Ideal Ratio 0.00 -35.15 -6.46 0.00 -625.47 0.00 625.47 4396.19 2198.09 10487.0 5251.34 0.00 0.00 0.127 5.00 -33.84 -6.34 0.00 -593.19 0.00 593.19 4361.57 2180.79 10255.5 5135.40 0.02 -0.03 0.123 10.00 -32.56 -6.23 0.00 -561.47 0.00 561.47 4326.15 2163.08 10024.5 5019.71 0.06 -0.06 0.119 15.00 -31.28 -6.12 0.00 -530.32 0.00 530.32 4289.92 2144.96 9794.07 4904.32 0.14 -0.09 0.115 20.00 -30.03 -6.00 0.00 -499.74 0.00 499.74 4252.89 2126.45 9564.28 4789.25 0.25 -0.12 0.111 25.00 -28.79 -5.87 0.00 -469.75 0.00 469.75 4215.05 2107.53 9335.24 4674.56 0.38 -0.14 0.107 30.00 -27.57 -5.74 0.00 -440.40 0.00 440.40 4176.41 2088.20 9107.02 4560.28 0.55 -0.17 0.103 35.00 -26.37 -5.61 0.00 -411.69 0.00 411.69 4136.96 2068.48 8879.71 4446.46 0.75 -0.20 0.099 40.00 -25.18 -5.47 0.00 -383.65 0.00 383.65 4096.70 2048.35 8653.40 4333.13 0.97 -0.23 0.095 45.00 -24.01 -5.33 0.00 -356.30 0.00 356.30 4055.64 2027.82 8428.16 4220.34 1.22 -0.25 0.090 46.75 -23.61 -5.28 0.00 -346.98 0.00 346.98 4041.08 2020.54 8349.59 4181.00 1.31 -0.26 0.089 50.00 -22.29 -5.18 0.00 -329.82 0.00 329.82 4013.77 2006.89 8204.07 4108.13 1.49 -0.28 0.086 53.25 -20.98 -5.09 0.00 -312.97 0.00 312.97 3237.83 1618.92 6646.65 3328.27 1.69 -0.29 0.101 55.00 -20.63 -5.04 0.00 -304.07 0.00 304.07 3227.58 1613.79 6587.03 3298.41 1.80 -0.30 0.099 60.00 -19.64 -4.89 0.00 -278.88 0.00 278.88 3197.74 1598.87 6416.93 3213.23 2.13 -0.33 0.093 65.00 -18.66 -4.75 0.00 -254.41 0.00 254.41 3167.10 1583.55 6247.27 3128.28 2.48 -0.35 0.087 70.00 -17.70 -4.60 0.00 -230.68 0.00 230.68 3135.65 1567.83 6078.15 3043.59 2.87 -0.38 0.081 75.00 -16.75 -4.45 0.00 -207.69 0.00 207.69 310140 1551.70 5909.65 2959.22 3.27 -0.40 0.076 78.00 -16.18 -4.35 0.00 -194.35 0.00 194.35 3083.66 1541.83 5808.87 2908.75 3.53 -0.41 0.072 80.00 -15.81 -4.29 0.00 -185.65 0.00 185.65 3070.34 1535.17 5741.84 2875.19 3.71 -0.42 0.070 85.00 -14.89 -4.14 0.00 -164.20 0.00 164.20 3036.48 1518.24 5574.81 2791.55 4.16 -0.44 0.064 90.00 -13.99 -3.99 0.00 -143.49 0.00 143.49 3001.81 1500.90 5408.64 2708.34 4.63 -0.46 0.058 94.75 -13.14 -3.85 0.00 -124.52 0.00 124.52 2968.12 1484.06 5251.65 2629.73 5.10 -0.48 0.052 95.00 -13.06 -3.84 0.00 -123.56 0.00 123.56 2966.33 1483.16 5243.41 2625.60 5.13 -0.48 0.051 100.00 -11.43 -3.69 0.00 -104.34 0.00 104.34 2930.05 1465.02 5079.21 2543.38 5.64 -0.50 0.045 100.25 -11.35 -3.68 0.00 -103.42 0.00 103.42 2956.60 1478.30 5198.92 2603.32 5.66 -0.50 0.044 105.00 -10.53 -3.54 0.00 -85.94 0.00 85.94 2921.94 1460.97 5043.18 2525.34 6.17 -0.51 0.038 110.00 -9.67 -3.39 0.00 -68.26 0.00 68.26 2884.68 1442.34 4880.34 2443.80 6.71 -0.52 0.031 115.00 -8.83 -3.24 0.00 -51.32 0.00 51.32 2846.61 1423.30 4718.72 2362.87 7.26 -0.53 0.025 120.00 -8.00 -3.09 0.00 -35.12 0.00 35.12 2807.73 1403.86 4558.39 2282.58 7.82 -0.54 0.018 122.00 -5.75 -1.46 0.00 -28.93 0.00 28.93 2791.95 1395.98 4494.63 2250.66 8.04 -0.54 0.015 125.00 -5.32 -1.37 0.00 -24.56 0.00 24.56 2768.05 1384.02 4399.43 2202.98 8.38 -0.54 0.013 130.00 -4.62 -1.23 0.00 -17.69 0.00 17.69 2727.56 1363.78 4241.93 2124.12 8.95 -0.55 0.010 135.00 -3.93 -1.09 0.00 -11.55 0.00 11.55 2686.26 1343.13 4085.97 2046.02 9.53 -0.55 0.007 138.00 -3.52 -1.00 0.00 -8.28 0.00 8.28 2661.10 1330.55 3993.16 1999.55 9.87 -0.55 0.005 140.00 -3.05 -0.95 0.00 -6.27 0.00 6.27 2644.16 1322.08 3931.63 1968.74 10.10 -0.55 0.004 142.75 -2.41 -0.87 0.00 -3.67 0.00 3.67 1886.84 943.42 2820.27 1412.23 10.42 -0.55 0.004 145.00 -2.18 -0.81 0.00 -1.72 0.00 1.72 1875.48 937.74 2774.47 1389.30 10.68 -0.55 0.002 147.00 -0.19 -0.05 0.00 -0.11 0.00 0.11 1865.24 932.62 2733.85 1368.96 10.91 -0.55 0.000 149.00 0.00 -0.05 0.00 0.00 0.00 0.00 1854.88 927.44 2693.32 1348.66 11.15 -0.55 0.000 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 20 Tower EninaeiingSolutions Load Case: 1.OD + 1.OW 60 mph Wind 9 Iterations 21 Dead Load Factor 1.00 I Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Descriotion IN (lb) Ilb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 130.43 1301.82 0.00 0.00 10.00 128.58 1285.12 0.00 0.00 15.00 126.72 1268.42 0.00 0.00 20.00 132.49 1251.72 0.00 0.00 25.00 136.79 1235.02 0.00 0.00 30.00 140.00 1218.32 0.00 0.00 35.00 142.40 1201.62 0.00 0.00 40.00 144.18 1184.92 0.00 0.00 45.00 145.47 1168.22 0.00 0.00 46.75 50.77 404.93 0.00 0.00 50.00 96.06 1318.63 0.00 0.00 53.25 96.32 1305.53 0.00 0.00 55.00 51.79 349.92 0.00 0.00 60.00 149.04 990.12 0.00 0.00 65.00 149.04 975.80 0.00 0.00 70.00 148.82 961.48 0.00 0.00 75.00 148.40 947.16 0.00 0.00 78.00 (1)attachments 100.09 571.43 0.00 0.00 80.00 58.80 371.10 0.00 0.00 85.00 147.02 917.73 0.00 0.00 90.00 146.09 903.41 0.00 0.00 94.75 137.77 844.98 0.00 0.00 95.00 7.29 82.02 0.00 0.00 100.00 146.00 1625.34 0.00 0.00 100.25 7.23 80.52 0.00 0.00 105.00 137.41 827.70 0.00 0.00 110.00 143.32 857.30 0.00 0.00 115.00 141.82 842.99 0.00 0.00 120.00 140.22 828.67 0.00 0.00 122.00 (30)attachments 1612.29 2264.66 0.00 0.00 125.00 82.77 430.37 0.00 0.00 130.00 136.76 705.83 0.00 0.00 135.00 134.91 691.51 0.00 0.00 138.00 79.90 408.04 0.00 0.00 140.00 53.55 468.74 0.00 0.00 142.75 73.16 637.87 0.00 0.00 145.00 59.38 238.17 0.00 0.00 147.00 (10)attachments 732.50 1991.81 0.00 0.00 149.00 52.10 191.57 0.00 0.00 Totals: 6,447.66 35,150.47 0.00 0.00 Copyright 0 2015 by Tower Engineering Solutions,LLC.All rights reserved. own IMI Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 1+1 ''f Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 191 TWffFngineeriT1C nuons Load Case: 1.01D + 1.OW 60 mph Wind Iterations 21 Dead Load Factor 1.00 Wind Load Factor 1.00 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 78.00 GPS 1 10.516 11.568 1.00 1.00 1.00 10.00 0.000 0.000 11.57 0.00 0.00 2 122.00 1900 RRH MOW 3 11.554 12.710 0.70 0.80 8.03 132.00 0.000 0.000 102.00 0.00 0.00 3 122.00 E15R05P19 3 11.554 12.710 0.64 0.80 2.04 66.00 0.000 0.000 25.87 0.00 0.00 4 122.00 FD9R6004/2C-3L 6 11.554 12.710 0.50 0.80 1.10 15.60 0.000 0.000 14.00 0.00 0.00 5 122.00 HBXX-6517DS-A2M 2 11.554 12.710 0.62 0.80 10.53 81.60 0.000 0.000 133.88 0.00 0.00 6 122.00 HBXX-9014DS-A1 M 3 11.554 12.710 0.62 0.80 10.03 89.40 0.000 0.000 127.54 0.00 0.00 7 122.00 HBXX-9016DS-ATM 1 11.554 12.710 0.62 0.80 5.25 37.30 0.000 0.000 66.71 0.00 0.00 8 122.00 Low Profile Platform-flat 1 11.554 12.710 1.00 1.00 30.00 1200.00 0.000 0.000 381.30 0.00 0.00 9 122.00 LPA-80063-4CF-EDIN-X 6 11.554 12.710 0.74 0.80 27.45 120.00 0.000 0.000 348.93 0.00 0.00 10 122.00 RC2DS-4750-PF-48 2 11.554 12.710 0.67 0.80 5.09 52.00 0.000 0.000 64.74 0.00 0.00 11 122.00 SBNHH-1 D65C 2 11.554 12.710 0.67 0.80 15.31 99.20 0.000 0.000 194.57 0.00 0.00 12 122.00 SBNHH-1 D85C 1 11.554 12.710 0.67 0.80 7.65 44.10 0.000 0.000 97.28 0.00 0.00 13 147.00 AIR 21,1.3M,B2A 134P 3 12.017 13.219 0.69 0.80 12.57 274.50 0.000 0.000 166.15 0.00 0.00 14 147.00 AIR 21,1.3M,134A 62P 3 12.017 13.219 0.69 0.80 12.57 271.20 0.000 0.000 166.15 0.00 0.00 15 147.00 KRY 112 114 TMD's 3 12.017 13.219 0.75 0.80 1.31 36.30 0.000 0.000 17.30 0.00 0.00 16 147.00 Low Profile Platform 1 12.017 13.219 1.00 1.00 25.00 1200.00 0.000 0.000 330.47 0.00 0.00 Totals: 3,729.20 2,248.45 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 18 Toyer finglneering Solutions Load Case: 1.01D + 1.OW 60 mph Wind Iterations 21 Dead Load Factor 1.00 *L Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 7.442 8.19 273.13 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.19 269.27 0.650 0.000 5.00 24.513 15.93 130.4 0.0 1165.6 10.00 1.00 0.85 7.442 8.19 265.41 0.650 0.000 5.00 24.164 15.71 128.6 0.0 1148.9 15.00 1.00 0.85 7.442 8.19 261.55 0.650 0.000 5.00 23.815 15.48 126.7 0.0 1132.2 20.00 1.00 0.90 7.896 8.69 265.44 0.650 0.000 5.00 23.466 15.25 132.5 0.0 1115.5 25.00 1.00 0.95 8.276 9.10 267.67 0.650 0.000 5.00 23.117 15.03 136.8 0.0 1098.8 30.00 1.00 0.98 8.600 9.46 268.71 0.650 0.000 5.00 22.768 14.80 140.0 0.0 1082.1 35.00 1.00 1.01 8.883 9.77 268.89 0.650 0.000 5.00 22.420 14.57 142.4 0.0 1065.4 40.00 1.00 1.04 9.137 10.05 268.42 0.650 0.000 5.00 22.071 14.35 144.2 0.0 1048.7 45.00 1.00 1.07 9.366 10.30 267.44 0.650 0.000 5.00 21.722 14.12 145.5 0.0 1032.0 46.75 Bot-Section 2 1.00 1.08 9.442 10.39 266.99 0.650 0.000 1.75 7.520 4.89 50.8 0.0 357.3 50.00 1.00 1.09 9.576 10.53 266.04 0.650 0.000 3.25 14.029 9.12 96.1 0.0 1230.1 53.25 Top-Section 1 1.00 1.11 9.704 10.67 264.94 0.650 0.000 3.25 13.882 9.02 96.3 0.0 1217.0 55.00 1.00 1.12 9.770 10.75 267.75 0.650 0.000 1.75 7.414 4.82 51.8 0.0 302.3 60.00 1.00 1.14 9.951 10.95 265.75 0.650 0.000 5.00 20.947 13.62 149.0 0.0 853.9 65.00 1.00 1.16 10.120 11.13 263.49 0.650 0.000 5.00 20.598 13.39 149.0 0.0 839.6 70.00 1.00 1.17 10.279 11.31 261.02 0.650 0.000 5.00 20.249 13.16 148.8 0.0 825.3 75.00 1.00 1.19 10.430 11.47 258.35 0.650 0.000 5.00 19.900 12.94 148.4 0.0 811.0 78.00 Appurtenance(s) 1.00 1.20 10.516 11.57 256.67 0.650 0.000 3.00 11.773 7.65 88.5 0.0 479.7 80.00 1.00 1.21 10.572 11.63 255.51 0.650 0.000 2.00 7.779 5.06 58.8 0.0 317.0 85.00 1.00 1.22 10.708 11.78 252.52 0.650 0.000 5.00 19.202 12.48 147.0 0.0 782.4 90.00 1.00 1.24 10.838 11.92 249.38 0.650 0.000 5.00 18.853 12.25 146.1 0.0 768.0 94.75 Bot-Section 3 1.00 1.25 10.956 12.05 246.29 0.650 0.000 4.75 17.588 11.43 137.8 0.0 716.4 95.00 1.00 1.25 10.962 12.06 246.12 0.650 0.000 0.25 0.931 0.60 7.3 0.0 75.3 100.00 1.00 1.27 11.081 12.19 242.74 0.650 0.000 5.00 18.428 11.98 146.0 0.0 1490.0 100.25 Top-Section 2 1.00 1.27 11.087 12.20 242.57 0.650 0.000 0.25 0.912 0.59 7.2 0.0 73.7 105.00 1.00 1.28 11.195 12.31 242.95 0.650 0.000 4.75 17.166 11.16 137.4 0.0 699.1 110.00 1.00 1.29 11.305 12.44 239.39 0.650 0.000 5.00 17.730 11.52 143.3 0.0 721.9 115.00 1.00 1.30 11.412 12.55 235.73 0.650 0.000 5.00 17.381 11.30 141.8 0.0 707.6 120.00 1.00 1.32 11.514 12.67 231.98 0.650 0.000 5.00 17.032 11.07 140.2 0.0 693.3 122.00 Appurtenance(s) 1.00 1.32 11.554 12.71 230.46 0.650 0.000 2.00 6.715 4.36 55.5 0.0 273.3 125.00 1.00 1.33 11.614 12.78 228.16 0.650 0.000 3.00 9.968 6.48 82.8 0.0 405.7 130.00 1.00 1.34 11.710 12.88 224.26 0.650 0.000 5.00 16.334 10.62 136.8 0.0 664.7 135.00 1.00 1.35 11.803 12.98 220.29 0.650 0.000 5.00 15.985 10.39 134.9 0.0 650.3 138.00 Bot-Section 4 1.00 1.35 11.858 13.04 217.88 0.650 0.000 3.00 9.424 6.13 79.9 0.0 383.3 140.00 1.00 1.36 11.894 13.08 216.26 0.650 0.000 2.00 6.297 4.09 53.6 0.0 452.3 142.75 Top-Section 3 1.00 1.36 11.943 13.14 214.01 0.650 0.000 2.75 8.568 5.57 73.2 0.0 615.2 145.00 1.00 1.37 11.982 13.18 215.13 0.650 0.000 2.25 6.931 4.51 59.4 0.0 219.6 147.00 Appurtenance(s) 1.00 1.37 12.017 13.22 213.48 0.650 0.000 2.00 6.102 3.97 52.4 0.0 193.3 149.00 1.00 1.38 12.051 13.26 211.82 0.650 0.000 2.00 6.046 3.93 52.1 0.0 191.6 Totals: 149.00 4,199.2 27,899.9 Copyright 0 2015 by Tower Engineering Solutions,LLC.All rights reserved. i i i I I I i I i i I I i i Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 ''1 1i1 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh• 1.1 Topography: 1 Struct Class: II Page: 17 Towei Fmiuec;»,;Solun. Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind - Iterations 21 Dead Load Factor 1.20 Wind Load Factor 1.00 Sag Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Rotation Stress (ft) (kips) (kips) (ft kips) (ft kips) (ft kips) (ft-kius) (ki)s) (kips) (ft-kips) (ft-kiml (in) (deal Ratio 0.00 -68.74 -5.38 0.00 -522.25 0.00 522.25 4396.19 2198.09 10487.0 5251.34 0.00 0.00 0.115 5.00 -66.56 -5.30 0.00 -495.33 0.00 495.33 4361.57 2180.79 10255.5 5135.40 0.01 -0.02 0.112 10.00 -64.36 -5.21 0.00 -468.84 0.00 468.84 4326.15 2163.08 10024.5 5019.71 0.05 -0.05 0.108 15.00 -62.17 -5.13 0.00 -442.77 0.00 442.77 4289.92 2144.96 9794.07 4904.32 0.12 -0.07 0.105 20.00 -59.99 -5.03 0.00 -417.14 0.00 417.14 4252.89 2126.45 9564.28 4789.25 0.21 -0.10 0.101 25.00 -57.82 -4.93 0.00 -391.99 0.00 391.99 4215.05 2107.53 9335.24 4674.56 0.32 -0.12 0.098 30.00 -55.67 -4.82 0.00 -367.33 0.00 367.33 4176.41 2088.20 9107.02 4560.28 0.46 -0.14 0.094 35.00 -53.54 -4.71 0.00 -343.21 0.00 343.21 4136.96 2068.48 8879.71 4446.46 0.62 -0.17 0.090 40.00 -51.43 -4.60 0.00 -319.64 0.00 319.64 4096.70 2048.35 8653.40 4333.13 0.81 -0.19 0.086 45.00 -49.34 -4.48 0.00 -296.64 0.00 296.64 4055.64 2027.82 8428.16 4220.34 1.02 -0.21 0.082 46.75 -48.62 -4.44 0.00 -288.81 0.00 288.81 4041.08 2020.54 8349.59 4181.00 1.09 -0.22 0.081 50.00 -46.58 -4.36 0.00 -274.39 0.00 274.39 4013.77 2006.89 8204.07 4108.13 1.25 -0.23 0.078 53.25 -44.57 -4.27 0.00 -260.23 0.00 260.23 3237.83 1618.92 6646.65 3328.27 1.41 -0.24 0.092 55.00 -43.91 -4.23 0.00 -252.76 0.00 252.76 3227.58 1613.79 6587.03 3298.41 1.50 -0.25 0.090 60.00 -42.04 -4.11 0.00 -231.61 0.00 231.61 3197.74 1598.87 6416.93 3213.23 1.78 -0.27 0.085 65.00 -40.19 -3.98 0.00 -211.07 0.00 211.07 3167.10 1583.55 6247.27 3128.28 2.07 -0.29 0.080 70.00 -38.37 -3.85 0.00 -191.18 0.00 191.18 3135.65 1567.83 6078.15 3043.59 2.39 -0.31 0.075 75.00 -36.57 -3.72 0.00 -171.94 0.00 171.94 3103.40 1551.70 5909.65 2959.22 2.73 -0.33 0.070 78.00 -35.46 -3.63 0.00 -160.79 0.00 160.79 3083.66 1541.83 5808.87 2908.75 2.94 -0.34 0.067 80.00 -34.75 -3.58 0.00 -153.54 0.00 153.54 3070.34 1535.17 5741.84 2875.19 3.09 -0.35 0.065 85.00 -33.00 -3.44 0.00 -135.66 0.00 135.66 3036.48 1518.24 5574.81 2791.55 3.47 -0.37 0.059 90.00 -31.27 -3.31 0.00 -118.44 0.00 118.44 3001.81 1500.90 5408.64 2708.34 3.86 -0.38 0.054 94.75 -29.66 -3.18 0.00 -102.73 0.00 102.73 2968.12 1484.06 5251.65 2629.73 4.25 -0.40 0.049 95.00 -29.53 -3.17 0.00 -101.94 0.00 101.94 2966.33 1483.16 5243.41 2625.60 4.27 -0.40 0.049 100.00 -26.94 -3.03 0.00 -86.08 0.00 86.08 2930.05 1465.02 5079.21 2543.38 4.70 -0.41 0.043 100.25 -26.81 -3.02 0.00 -85.32 0.00 85.32 2956.60 1478.30 5198.92 2603.32 4.72 -0.41 0.042 105.00 -25.22 -2.89 0.00 -70.98 0.00 70.98 2921.94 1460.97 5043.18 2525.34 5.14 -0.42 0.037 110.00 -23.58 -2.75 0.00 -56.53 0.00 56.53 2884.68 1442.34 4880.34 2443.80 5.59 -0.43 0.031 115.00 -21.96 -2.61 0.00 -42.78 0.00 42.78 2846.61 1423.30 4718.72 2362.87 6.04 -0.44 0.026 120.00 -20.36 -2.47 0.00 -29.73 0.00 29.73 2807.73 1403.86 4558.39 2282.58 6.51 -0.45 0.020 122.00 -12.57 -1.28 0.00 -24.78 0.00 24.78 2791.95 1395.98 4494.63 2250.66 6.70 -0.45 0.016 125.00 -11.70 -1.20 0.00 -20.95 0.00 20.95 2768.05 1384.02 4399.43 2202.98 6.98 -0.45 0.014 130.00 -10.27 -1.06 0.00 -14.96 0.00 14.96 2727.56 1363.78 4241.93 2124.12 7.45 -0.45 0.011 135.00 -8.87 -0.93 0.00 -9.66 0.00 9.66 2686.26 1343.13 4085.97 2046.02 7.93 -0.46 0.008 138.00 -8.04 -0.85 0.00 -6.88 0.00 6.88 2661.10 1330.55 3993.16 1999.55 8.22 -0.46 0.006 140.00 -7.25 -0.79 0.00 -5.19 0.00 5.19 2644.16 1322.08 3931.63 1968.74 8.41 -0.46 0.005 142.75 -6.18 -0.71 0.00 -3.02 0.00 3.02 1886.84 943.42 2820.27 1412.23 8.68 -0.46 0.005 145.00 -5.64 -0.65 0.00 -1.41 0.00 1.41 1875.48 937.74 2774.47 1389.30 8.89 -0.46 0.004 147.00 -0.45 -0.05 0.00 -0.10 0.00 0.10 1865.24 932.62 2733.85 1368.96 9.09 -0.46 0.000 149.00 0.00 -0.05 0.00 0.00 0.00 0.00 1854.88 927.44 2693.32 1348.66 9.28 -0.46 0.000 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C i Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 161 T"werE,ngineeringSolu`iuns Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind -1 Iterations 21 Dead Load Factor 1.20 Wind Load Factor 1.00 ' Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 113.05 2176.10 0.00 0.00 10.00 111.96 2192.25 0.00 0.00 15.00 110.70 2190.40 0.00 0.00 20.00 116.05 2180.66 0.00 0.00 25.00 120.11 2166.40 0.00 0.00 30.00 123.20 2149.15 0.00 0.00 35.00 125.58 2129.77 0.00 0.00 40.00 127.41 2108.78 0.00 0.00 45.00 128.80 2086.52 0.00 0.00 46.75 45.00 725.19 0.00 0.00 50.00 85.16 2030.75 0.00 0.00 53.25 85.50 2013.38 0.00 0.00 55.00 46.01 659.94 0.00 0.00 60.00 132.62 1869.21 0.00 0.00 65.00 132.88 1846.67 0.00 0.00 70.00 132.95 1823.58 0.00 0.00 75.00 132.83 1800.02 0.00 0.00 78.00 (1)attachments 89.07 1109.96 0.00 0.00 80.00 52.76 707.97 0.00 0.00 85.00 132.14 1750.70 0.00 0.00 90.00 131.59 1725.98 0.00 0.00 94.75 124.35 1616.70 0.00 0.00 95.00 6.58 130.57 0.00 0.00 100.00 131.90 2585.33 0.00 0.00 100.25 6.54 128.34 0.00 0.00 105.00 124.42 1588.48 0.00 0.00 110.00 130.06 1646.75 0.00 0.00 115.00 129.00 1620.75 0.00 0.00 120.00 127.86 1594.54 0.00 0.00 122.00 (30)attachments 1133.64 7801.61 0.00 0.00 125.00 75.70 871.00 0.00 0.00 130.00 125.35 1428.51 0.00 0.00 135.00 123.98 1401.75 0.00 0.00 138.00 73.58 829.31 0.00 0.00 140.00 49.32 790.26 0.00 0.00 142.75 67.46 1075.66 0.00 0.00 145.00 54.84 537.61 0.00 0.00 147.00 (10)attachments 561.47 5196.69 0.00 0.00 149.00 48.23 450.51 0.00 0.00 Totals: 5,369.65 68,737.75 0.00 0.00 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. 1. MEMIN Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 15 T(merEn iaufingkawhms Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind Y'A Iterations 21 Dead Load Factor 1.20 J Wind Load Factor 1.00 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 78.00 GPS 1 4.674 5.141 1.00 1.00 1.89 40.62 0.000 0.000 9.71 0.00 0.00 2 122.00 1900 RRH MOW 3 5.135 5.649 0.70 0.80 11.86 492.53 0.000 0.000 66.99 0.00 0.00 3 122.00 E15R05P19 3 5.135 5.649 0.64 0.80 3.90 169.90 0.000 0.000 22.04 0.00 0.00 4 122.00 FD9R6004/2C-3L 6 5.135 5.649 0.50 0.80 2.87 67.82 0.000 0.000 16.22 0.00 0.00 5 122.00 HBXX-6517DS-A2M 2 5.135 5.649 0.62 0.80 15.23 457.50 0.000 0.000 86.03 0.00 0.00 6 122.00 HBXX-9014DS-A1 M 3 5.135 5.649 0.62 0.80 14.82 484.49 0.000 0.000 83.71 0.00 0.00 7 122.00 HBXX-9016DS-ATM 1 5.135 5.649 0.62 0.80 7.59 223.78 0.000 0.000 42.86 0.00 0.00 8 122.00 Low Profile Platform-flat 1 5.135 5.649 1.00 1.00 62.82 2507.62 0.000 0.000 354.88 0.00 0.00 9 122.00 LPA-80063-4CF-EDIN-X 6 5.135 5.649 0.74 0.80 38.49 1263.20 0.000 0.000 217.44 0.00 0.00 10 122.00 RC2DS-4750-PF-48 2 5.135 5.649 0.67 0.80 6.77 243.85 0.000 0.000 38.24 0.00 0.00 11 122.00 SBNHH-1D65C 2 5.135 5.649 0.67 0.80 18.24 843.99 0.000 0.000 103.03 0.00 0.00 12 122.00 SBNHH-1D85C 1 5.135 5.649 0.67 0.80 9.12 415.40 0.000 0.000 51.51 0.00 0.00 13 147.00 AIR 21,13M,62A 64P 3 5.341 5.875 0.69 0.80 15.65 1047.43 0.000 0.000 91.94 0.00 0.00 14 147.00 AIR 21,13M,64A 132P 3 5.341 5.875 0.69 0.80 15.65 1043.47 0.000 0.000 91.94 0.00 0.00 15 147.00 KRY 112 114 TMD's 3 5.341 5.875 0.75 0.80 3.15 98.43 0.000 0.000 18.53 0.00 0.00 16 147.00 Low Profile Platform 1 5.341 5.875 1.00 1.00 52.87 2533.35 0.000 0.000 310.59 0.00 0.00 Totals: 11,933.37 1,605.68 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. KAM............. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 StruetClass: II Page: 14 ToNorfji6neenn',Soltmons Load Case: 1.21) + 1.ODi + 1.OWi 40 mph Wind a Iterations 21 Dead Load Factor 1.20 Wind Load Factor 1.00 * Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 3.308 3.64 0.001.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 3.308 3.64 0.00 1.200 1.656 5.00 25.893 31.07 113.0 613.9 2012.7 10.00 1.00 0.85 3.308 3.64 0.00 1.200 1.775 5.00 25.643 30.77 112.0 650.1 2028.8 15.00 1.00 0.85 3.308 3.64 0.00 1.200 1.848 5.00 25.356 30.43 110.7 668.3 2027.0 20.00 1.00 0.90 3.509 3.86 0.001.200 1,902 5.00 25.052 30.06 116.0 678.6 2017.3 25.00 1.00 0.95 3.678 4.05 0.00 1.200 1.945 5.00 24.738 29.69 120.1 684.4 2003.0 30.00 1.00 0.98 3.822 4.20 0.00 1.200 1.981 5.00 24.419 29.30 123.2 687.2 1985.7 35.00 1.00 1.01 3.948 4.34 0.00 1.200 2.012 5.00 24.096 28.92 125.6 687.8 1966.4 40.00 1.00 1.04 4.061 4.47 0.00 1.200 2.039 5.00 23.770 28.52 127.4 686.9 1945.4 45.00 1.00 1.07 4.163 4.58 0.00 1.200 2.063 5.00 23.441 28.13 128.8 684.7 1923.1 46.75 Bot-Section 2 1.00 1.08 4.196 4.62 0.00 1.200 2.071 1.75 8.124 9.75 45.0 239.3 668.0 50.00 1.00 1.09 4.256 4.68 0.001.200 2,085 3.25 15.159 18.19 85.2 448.4 1924.5 53.25 Top-Section 1 1.00 1.11 4.313 4.74 0.00 1.200 2.098 3.25 15.018 18.02 85.5 446.7 1907.2 55.00 1.00 1.12 4.342 4.78 0.001200 2.105 1.75 8.028 9.63 46.0 240.0 602.8 60.00 1.00 1.14 4.423 4.86 0.00 1.200 2.123 5.00 22.716 27.26 132.6 681.1 1705.8 65.00 1.00 1.16 4.498 4.95 0.00 1.200 2.140 5.00 22.382 26.86 132.9 675.7 1683.3 70.00 1.00 1.17 4.569 5.03 0.00 1.200 2.156 5.00 22.046 26.46 132.9 669.8 1660.2 75.00 1.00 1.19 4.635 5.10 0.00 1.200 2.171 5.00 21.709 26.05 132.8 663.4 1636.6 78.00 Appurtenance(s) 1.00 1.20 4.674 5.14 0.00 1.200 2.180 3.00 12.862 15.43 79.4 395.6 971.3 80.00 1.00 1.21 4.699 5.17 0.001200 2.185 2.00 8.507 10.21 52.8 262.6 643.0 85.00 1.00 1.22 4.759 5.24 0.00 1.200 2.198 5.00 21.034 25.24 132.1 649.4 1588.3 90.00 1.00 1.24 4.817 5.30 0.00 1.200 2.211 5.00 20.696 24.84 131.6 641.9 1563.5 94.75 Bot-Section 3 1.00 1.25 4.869 5.36 0.00 1.200 2.222 4.75 19.347 23.22 124.3 602.7 1462.4 95.00 1.00 1.25 4.872 5.36 0.001200 2.223 0.25 1.023 1.23 6.6 32.2 122.5 100.00 1.00 1.27 4.925 5.42 0.00 1.200 2.234 5.00 20.290 24.35 131.9 634.9 2422.9 100.25 Top-Section 2 1.00 1.27 4.927 5.42 0.00 1.200 2.235 0.25 1.005 1.21 6.5 31.7 120.2 105.00 1.00 1.28 4.976 5.47 0.001200 2.245 4.75 18.944 22.73 124.4 595.2 1434.2 110.00 1.00 1.29 5.025 5.53 0.001200 2.256 5.00 19.610 23.53 130.1 618.0 1484.3 115.00 1.00 1.30 5.072 5.58 0.001.200 2,266 5.00 19.269 23.12 129.0 609.2 1458.3 120.00 1.00 1.32 5.117 5.63 0.001.200 2.276 5.00 18.928 22.71 127.9 600.1 1432.1 122.00 Appurtenance(s) 1.00 1.32 5.135 5.65 0.00 1.200 2.279 2.00 7.475 8.97 50.7 238.6 566.6 125.00 1.00 1.33 5.162 5.68 0.001200 2.285 3.00 11.110 13.33 75.7 354.6 841.4 130.00 1.00 1.34 5.204 5.72 0.001200 2.294 5.00 18.246 21.89 125.3 581.5 1379.1 135.00 1.00 1.35 5.246 5.77 0.001.200 2.303 5.00 17.904 21.48 124.0 571.9 1352.3 138.00 Bot-Section 4 1.00 1.35 5.270 5.80 0.00 1.200 2,308 3.00 10.577 12.69 73.6 339.7 799.7 140.00 1.00 1.36 5.286 5.81 0.001200 2.311 2.00 7.068 8.48 49.3 227.8 770.5 142.75 Top-Section 3 1.00 1.36 5.308 5.84 0.00 1.200 2.315 2.75 9.629 11.55 67.5 310.2 1048.5 145.00 1.00 1.37 5.325 5.86 0.001.200 2.319 2.25 7.801 9.36 54.8 251.8 515.4 147.00 Appurtenance(s) 1.00 1.37 5.341 5.87 0.00 1.200 2,322 2.00 6.876 8.25 48.5 222.2 454.2 149.00 1.00 1.38 5.356 5.89 0.001200 2.325 2.00 6.821 8.19 48.2 220.6 450.5 Totals: 149.00 3,764.0 52,578.8 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. i I j I i Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 ES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh• 1.1 Topography: 1 Struct Class: II Page: 13 Towerfngineoin Solutims Load Case: 0.9D + 1.6W 100 mph Wind Iterations 22 Dead Load Factor 0.90 h Wind Load Factor 1.60 ' Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Rotation Stress (ft) (kips) (kips) (ft-kind (ft-kios) (ft-kips) (ft-ki)s) (kips) (kips) (ft-kips) (ft-kips) (in) Idea) Ratio 0.00 -31.60 -28.69 0.00 -2773.6 0.00 2773.67 4396.19 2198.09 10487.0 5251.34 0.00 0.00 0.536 5.00 -30.37 -28.18 0.00 -2630.2 0.00 2630.21 4361.57 2180.79 10255.5 5135.40 0.07 -0.13 0.519 10.00 -29.15 -27.67 0.00 -2489.3 0.00 2489.31 4326.15 2163.08 10024.5 5019.71 0.28 -0.26 0.503 15.00 -27.95 -27.16 0.00 -2350.9 0.00 2350.95 4289.92 2144.96 9794.07 4904.32 0.62 -0.39 0.486 20.00 -26.77 -26.62 0.00 -2215.1 0.00 2215.14 4252.89 2126.45 9564.28 4789.25 1.10 -0.52 0.469 25.00 -25.61 -26.06 0.00 -2082.0 0.00 2082.02 4215.05 2107.53 9335.24 4674.56 1.70 -0.64 0.452 30.00 -24.47 -25.48 0.00 -1951.7 0.00 1951.72 4176.41 2088.20 9107.02 4560.28 2.44 -0.76 0.434 35.00 -23.34 -24.88 0.00 -1824.3 0.00 1824.33 4136.96 2068.48 8879.71 4446.46 3.30 -0.88 0.416 40.00 -22.24 -24.26 0.00 -1699.9 0.00 1699.95 4096.70 2048.35 8653.40 4333.13 4.29 -1.00 0.398 45.00 -21.17 -23.63 0.00 -1578.6 0.00 1578.64 4055.64 2027.82 8428.16 4220.34 5.40 -1.11 0.379 46.75 -20.79 -23.41 0.00 -1537.2 0.00 1537.29 4041.08 2020.54 8349.59 4181.00 5.81 -1.15 0.373 50.00 -19.58 -22.99 0.00 -1461.2 0.00 1461.20 4013.77 2006.89 8204.07 4108.13 6.63 -1.23 0.361 53.25 -18.39 -22.55 0.00 -1386.5 0.00 1386.50 3237.83 1618.92 6646.65 3328.27 7.48 -1.30 0.422 55.00 -18.05 -22.34 0.00 -1347.0 0.00 1347.03 3227.58 1613.79 6587.03 3298.41 7.97 -1.33 0.414 60.00 -17.13 -21.69 0.00 -1235.3 0.00 1235.35 3197.74 1598.87 6416.93 3213.23 9.43 -1.45 0.390 65.00 -16.23 -21.03 0.00 -1126.9 0.00 1126.91 3167.10 1583.55 6247.27 3128.28 11.01 -1.56 0.366 70.00 -15.35 -20.38 0.00 -1021.7 0.00 1021.74 3135.65 1567.83 6078.15 3043.59 12.71 -1.67 0.341 75.00 -14.49 -19.71 0.00 -919.86 0.00 919.86 3103.40 1551.70 5909.65 2959.22 14.51 -1.77 0.316 78.00 -13.97 -19.26 0.00 -860.73 0.00 860.73 3083.66 1541.83 5808.87 2908.75 15.65 -1.83 0301 80.00 -13.63 -19.01 0.00 -822.20 0.00 822.20 3070.34 1535.17 5741.84 2875.19 16.42 -1.87 0.291 85.00 -12.79 -18.35 0.00 -727.17 0.00 727.17 3036.48 1518.24 5574.81 2791.55 18.43 -1.96 0.265 90.00 -11.98 -17.68 0.00 -635.45 0.00 635.45 3001.81 1500.90 5408.64 2708.34 20.54 -2.05 0.239 94.75 -11.23 -17.05 0.00 -551.44 0.00 551.44 2968.12 1484.06 5251.65 2629.73 22.61 -2.12 0.214 95.00 -11.15 -17.02 0.00 -547.18 0.00 547.18 2966.33 1483.16 5243.41 2625.60 22.72 -2.12 0.212 100.00 -9.70 -16.33 0.00 -462.06 0.00 462.06 2930.05 1465.02 5079.21 2543.38 24.99 -2.19 0.185 100.25 -9.62 -16.30 0.00 -457.98 0.00 457.98 2956.60 1478.30 5198.92 2603.32 25.10 -2.20 0.179 105.00 -8.88 -15.67 0.00 -380.56 0.00 380.56 2921.94 1460.97 5043.18 2525.34 27.32 -2.26 0.154 110.00 -8.13 -15.01 0.00 -302.23 0.00 302.23 2884.68 1442.34 4880.34 2443.80 29.71 -2.31 0.127 115.00 -7.38 -14.35 0.00 -227.20 0.00 227.20 2846.61 1423.30 4718.72 2362.87 32.15 -2.35 0.099 120.00 -6.66 -13.70 0.00 -155.45 0.00 155.45 2807.73 1403.86 4558.39 2282.58 34.63 -2.38 0.071 122.00 -4.92 -6.46 0.00 -128.05 0.00 128.05 2791.95 1395.98 4494.63 2250.66 35.63 -2.39 0.059 125.00 -4.55 -6.07 0.00 -108.68 0.00 108.68 2768.05 1384.02 4399.43 2202.98 37.14 -2.41 0.051 130.00 -3.94 -5.44 0.00 -78.32 0.00 78.32 2727.56 1363.78 4241.93 2124.12 39.67 -2.42 0.038 135.00 -3.34 -4.82 0.00 -51.11 0.00 51.11 2686.26 1343.13 4085.97 2046.02 42.21 -2.44 0.026 138.00 -2.99 -4.45 0.00 -36.67 0.00 36.67 2661.10 1330.55 3993.16 1999.55 43.74 -2.44 0.019 140.00 -2.58 -4.19 0.00 -27.78 0.00 27.78 2644.16 1322.08 3931.63 1968.74 44.77 -2.44 0.015 142.75 -2.02 -3.84 0.00 -16.25 0.00 16.25 1886.84 943.42 2820.27 1412.23 46.18 -2.45 0.013 145.00 -1.81 -3.57 0.00 -7.61 0.00 7.61 1875.48 937.74 2774.47 1389.30 47.33 -2.45 0.006 147.00 -0.16 -0.24 0.00 -0.48 0.00 0.48 1865.24 932.62 2733.85 1368.96 48.36 -2.45 0.000 149.00 0.00 -0.23 0.00 0.00 0.00 0.00 1854.88 927.44 2693.32 1348.66 49.38 -2.45 0.000 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. ENE= Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 12 To%wreng ucringSnhuuau Load Case: 0.9D + 1.6W 100 mph Wind a° Iterations 22 µ Dead Load Factor 0.90 Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 579.70 1171.63 0.00 0.00 10.00 571.45 1156.60 0.00 0.00 15.00 563.20 1141.57 0.00 0.00 20.00 588.82 1126.54 0.00 0.00 25.00 607.97 1111.51 0.00 0.00 30.00 622.22 1096.48 0.00 0.00 35.00 632.90 1081.45 0.00 0.00 40.00 640.81 1066.42 0.00 0.00 45.00 646.51 1051.39 0.00 0.00 46.75 225.63 364.44 0.00 0.00 50.00 426.93 1186.77 0.00 0.00 53.25 428.08 1174.98 0.00 0.00 55.00 230.19 314.93 0.00 0.00 60.00 662.38 891.10 0.00 0.00 65.00 662.42 878.22 0.00 0.00 70.00 661.44 865.33 0.00 0.00 75.00 659.55 852.45 0.00 0.00 78.00 (1)attachments 444.83 514.28 0.00 0.00 80.00 261.33 333.99 0.00 0.00 85.00 653.41 825.96 0.00 0.00 90.00 649.31 813.07 0.00 0.00 94.75 612.30 760.48 0.00 0.00 95.00 32.41 73.82 0.00 0.00 100.00 648.88 1462.81 0.00 0.00 100.25 32.14 72.46 0.00 0.00 105.00 610.71 744.93 0.00 0.00 110.00 636.96 771.57 0.00 0.00 115.00 630.29 758.69 0.00 0.00 120.00 62120 745.80 0.00 0.00 122.00 (30)attachments 7165.73 2038.19 0.00 0.00 125.00 367.87 387.33 0.00 0.00 130.00 607.82 635.25 0.00 0.00 135.00 599.58 622.36 0.00 0.00 138.00 355.11 367.23 0.00 0.00 140.00 238.02 421.87 0.00 0.00 142.75 325.16 574.08 0.00 0.00 145.00 263.92 214.35 0.00 0.00 147.00 (10)attachments 3255.55 1792.63 0.00 0.00 149.00 231.54 172.41 0.00 0.00 Totals: 28,656.28 31,635.42 0.00 0.00 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. i I I I i I i i I I i MENEM: 11111111mliffil M'' i I ON Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 �� ''� Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 11 """��"'�"`� �`��`��"�� Load Case: 0.9D + 1.6W 100 mph Wind Iterations 22 Dead Load Factor 0.90 Wind Load Factor 1.60 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 78.00 GPS 1 29.211 32.132 1.00 1.00 1.00 9.00 0.000 0.000 51.41 0.00 0.00 2 122.00 1900 RRH 2x60W 3 32.096 35.305 0.70 0.80 8.03 118.80 0.000 0.000 453.35 0.00 0.00 3 122.00 E15R05P19 3 32.096 35.305 0.64 0.80 2.04 59.40 0.000 0.000 114.97 0.00 0.00 4 122.00 FD9R6004/2C-3L 6 32.096 35.305 0.50 0.80 1.10 14.04 0.000 0.000 62.20 0.00 0.00 5 122.00 HBXX-6517DS-A2M 2 32.096 35.305 0.62 0.80 10.53 73.44 0.000 0.000 595.03 0.00 0.00 6 122.00 HBXX-9014DS-A1 M 3 32.096 35.305 0.62 0.80 10.03 80.46 0.000 0.000 566.84 0.00 0.00 7 122.00 HBXX-9016DS-ATM 1 32.096 35.305 0.62 0.80 5.25 33.57 0.000 0.000 296.47 0.00 0.00 8 122.00 Low Profile Platform-flat 1 32.096 35.305 1.00 1.00 30.00 1080.00 0.000 0.000 1694.66 0.00 0.00 9 122.00 LPA-80063-4CF-EDIN-X 6 32.096 35.305 0.74 0.80 27.45 108.00 0.000 0.000 1550.81 0.00 0.00 10 122.00 RC2DS-4750-PF-48 2 32.096 35.305 0.67 0.80 5.09 46.80 0.000 0.000 287.74 0.00 0.00 11 122.00 SBNHH-1D65C 2 32.096 35.305 0.67 0.80 15.31 89.28 0.000 0.000 864.74 0.00 0.00 12 122.00 SBNHH-1 D85C 1 32.096 35.305 0.67 0.80 7.65 39.69 0.000 0.000 432.37 0.00 0.00 13 147.00 AIR 21,13M,62A 64P 3 33.380 36.718 0.69 0.80 12.57 247.05 0.000 0.000 738.47 0.00 0.00 14 147.00 AIR 21,13M,134A 62P 3 33.380 36.718 0.69 0.80 12.57 244.08 0.000 0.000 738.47 0.00 0.00 15 147.00 KRY 112 114 TMD's 3 33.380 36.718 0.75 0.80 1.31 32.67 0.000 0.000 76.87 0.00 0.00 16 147.00 Low Profile Platform 1 33.380 36.718 1.00 1.00 25.00 1080.00 0.000 0.000 1468.74 0.00 0.00 Totals: 3,356.28 9,993.12 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. MEN= M I KM;: Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 10 T°"o` '�'�``ringSo�u,tons Load Case: 0.9D + 1.6W 100 mph Wind ° Iterations 22 Dead Load Factor 0.90 Wind Load Factor 1.60 ° Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 20.672 22.74 455.22 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 20.672 22.74 448.78 0.650 0.000 5.00 24.513 15.93 579.7 0.0 1049.1 10.00 1.00 0.85 20.672 22.74 442.35 0.650 0.000 5.00 24.164 15.71 571.5 0.0 1034.1 15.00 1.00 0.85 20.672 22.74 435.91 0.650 0.000 5.00 23.815 15.48 563.2 0.0 1019.0 20.00 1.00 0.90 21.934 24.13 442.39 0.650 0.000 5.00 23.466 15.25 588.8 0.0 1004.0 25.00 1.00 0.95 22.989 25.29 446.12 0.650 0.000 5.00 23.117 15.03 608.0 0.0 989.0 30.00 1.00 0.98 23.888 26.28 447.85 0.650 0.000 5.00 22.768 14.80 622.2 0.0 973.9 35.00 1.00 1.01 24.676 27.14 448.15 0.650 0.000 5.00 22.420 14.57 632.9 0.0 958.9 40.00 1.00 1.04 25.380 27.92 447.36 0.650 0.000 5.00 22.071 14.35 640.8 0.0 943.9 45.00 1.00 1.07 26.017 28.62 445.73 0.650 0.000 5.00 21.722 14.12 646.5 0.0 928.8 46.75 Bot-Section 2 1.00 1.08 26.227 28.85 444.98 0.650 0.000 1.75 7.520 4.89 225.6 0.0 321.5 50.00 1.00 1.09 26.601 29.26 443.40 0.650 0.000 3.25 14.029 9.12 426.9 0.0 1107.1 53.25 Top-Section 1 1.00 1.11 26.956 29.65 441.57 0.650 0.000 3.25 13.882 9.02 428.1 0.0 1095.3 55.00 1.00 1.12 27.140 29.85 446.25 0.650 0.000 1.75 7.414 4.82 230.2 0.0 272.0 60.00 1.00 1.14 27.641 30.41 442.91 0.650 0.000 5.00 20.947 13.62 662.4 0.0 768.6 65.00 1.00 1.16 28.111 30.92 439.16 0.650 0.000 5.00 20.598 13.39 662.4 0.0 755.7 70.00 1.00 1.17 28.553 31.41 435.03 0.650 0.000 5.00 20.249 13.16 661.4 0.0 742.8 75.00 1.00 1.19 28.971 31.87 430.59 0.650 0.000 5.00 19.900 12.94 659.5 0.0 729.9 78.00 Appurtenance(s) 1.00 1.20 29.211 32.13 427.78 0.650 0.000 3.00 11.773 7.65 393.4 0.0 431.8 80.00 1.00 1.21 29.367 32.30 425.86 0.650 0.000 2.00 7.779 5.06 261.3 0.0 285.3 85.00 1.00 1.22 29.745 32.72 420.86 0.650 0.000 5.00 19.202 12.48 653.4 0.0 704.1 90.00 1.00 1.24 30.105 33.12 415.64 0.650 0.000 5.00 18.853 12.25 649.3 0.0 691.2 94.75 Bot-Section 3 1.00 1.25 30.432 33.48 410.48 0.650 0.000 4.75 17.588 11.43 612.3 0.0 644.7 95.00 1.00 1.25 30.449 33.49 410.20 0.650 0.000 0.25 0.931 0.60 32.4 0.0 67.7 100.00 1.00 1.27 30.780 33.86 404.57 0.650 0.000 5.00 18.428 11.98 648.9 0.0 1341.0 100.25 Top-Section 2 1.00 1.27 30.796 33.88 404.29 0.650 0.000 0.25 0.912 0.59 32.1 0.0 66.4 105.00 1.00 1.28 31.098 34.21 404.92 0.650 0.000 4.75 17.166 11.16 610.7 0.0 629.2 110.00 1.00 1.29 31.404 34.54 398.98 0.650 0.000 5.00 17.730 11.52 637.0 0.0 649.7 115.00 1.00 1.30 31.699 34.87 392.88 0.650 0.000 5.00 17.381 11.30 630.3 0.0 636.9 120.00 1.00 1.32 31.984 35.18 386.64 0.650 0.000 5.00 17.032 11.07 623.2 0.0 624.0 122.00 Appurtenance(s) 1.00 1.32 32.096 35.31 384.11 0.650 0.000 2.00 6.715 4.36 246.6 0.0 246.0 125.00 1.00 1.33 32.260 35.49 380.27 0.650 0.000 3.00 9.968 6.48 367.9 0.0 365.1 130.00 1.00 1.34 32.528 35.78 373.77 0.650 0.000 5.00 16.334 10.62 607.8 0.0 598.2 135.00 1.00 1.35 32.787 36.07 367.16 0.650 0.000 5.00 15.985 10.39 599.6 0.0 585.3 138.00 Bot-Section 4 1.00 1.35 32.939 36.23 363.13 0.650 0.000 3.00 9.424 6.13 355.1 0.0 345.0 140.00 1.00 1.36 33.039 36.34 360.43 0.650 0.000 2.00 6.297 4.09 238.0 0.0 407.0 142.75 Top-Section 3 1.00 1.36 33.175 36.49 356.69 0.650 0.000 2.75 8.568 5.57 325.2 0.0 553.7 145.00 1.00 1.37 33.284 36.61 358.55 0.650 0.000 2.25 6.931 4.51 263.9 0.0 197.7 147.00 Appurtenance(s) 1.00 1.37 33.380 36.72 355.80 0.650 0.000 2.00 6.102 3.97 233.0 0.0 174.0 149.00 1.00 1.38 33.475 36.82 353.03 0.650 0.000 2.00 6.046 3.93 231.5 0.0 172.4 Totals: 149.00 18,663.2 25,109.9 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000(ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 91 To,ecrl?mu,ceringJOlun ns Load Case: 1.2D + 1.6W 100 mph Wind - Iterations 22 Dead Load Factor 1.20 Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Rotation Stress (ft) (kips) (kips) (ft kips) (ft kips) (ft kips) (ft-kips) (kips) (kips) (ft kips) (ft kips) (in) (dea) Ratio 0.00 -42.15 -28.71 0.00 -2790.3 0.00 2790.38 4396.19 2198.09 10487.0 5251.34 0.00 0.00 0.541 5.00 -40.52 -28.22 0.00 -2646.8 0.00 2646.85 4361.57 2180.79 10255.5 5135.40 0.07 -0.13 0.525 10.00 -38.92 -27.73 0.00 -2505.7 0.00 2505.77 4326.15 2163.08 10024.5 5019.71 0.28 -0.26 0.508 15.00 -37.34 -27.24 0.00 -2367.1 0.00 2367.13 4289.92 2144.96 9794.07 4904.32 0.63 -0.39 0.492 20.00 -35.78 -26.72 0.00 -2230.9 0.00 2230.93 4252.89 2126.45 9564.28 4789.25 1.10 -0.52 0.474 25.00 -34.25 -26.17 0.00 -2097.3 0.00 2097.35 4215.05 2107.53 9335.24 4674.56 1.72 -0.64 0.457 30.00 -32.74 -25.60 0.00 -1966.5 0.00 1966.50 4176.41 2088.20 9107.02 4560.28 2.46 -0.77 0.439 35.00 -31.26 -25.01 0.00 -1838.5 0.00 1838.51 4136.96 2068.48 8879.71 4446.46 3.33 -0.89 0.421 40.00 -29.80 -24.41 0.00 -1713.4 0.00 1713.46 4096.70 2048.35 8653.40 4333.13 4.32 -1.01 0.403 45.00 -28.37 -23.77 0.00 -1591.4 0.00 1591.43 4055.64 2027.82 8428.16 4220.34 5.44 -1.12 0.384 46.75 -27.87 -23.56 0.00 -1549.8 0.00 1549.83 4041.08 2020.54 8349.59 4181.00 5.85 -1.16 0.378 50.00 -26.27 -23.14 0.00 -1473.2 0.00 1473.24 4013.77 2006.89 8204.07 4108.13 6.67 -1.23 0.365 53.25 -24.69 -22.70 0.00 -1398.0 0.00 1398.04 3237.83 1618.92 6646.65 3328.27 7.54 -1.31 0.428 55.00 -24.24 -22.49 0.00 -1358.3 0.00 1358.32 3227.58 1613.79 6587.03 3298.41 8.02 -1.34 0.420 60.00 -23.03 -21.85 0.00 -1245.8 0.00 1245.86 3197.74 1598.87 6416.93 3213.23 9.50 -1.46 0.395 65.00 -21.83 -21.20 0.00 -1136.6 0.00 1136.62 3167.10 1583.55 6247.27 3128.28 11.09 -1.58 0.370 70.00 -20.66 -20.54 0.00 -1030.6 0.00 1030.64 3135.65 1567.83 6078.15 3043.59 12.80 -1.68 0.345 75.00 -19.52 -19.87 0.00 -927.93 0.00 927.93 3103.40 1551.70 5909.65 2959.22 14.62 -1.79 0.320 78.00 -18.83 -19.42 0.00 -868.31 0.00 868.31 3083.66 1541.83 5808.87 2908.75 15.76 -1.85 0.305 80.00 -18.37 -19.17 0.00 -829.46 0.00 829.46 3070.34 1535.17 5741.84 2875.19 16.54 -1.89 0.295 85.00 -17.26 -18.51 0.00 -733.61 0.00 733.61 3036.48 1518.24 5574.81 2791.55 18.57 -1.98 0.269 90.00 -16.18 -17.84 0.00 -641.08 0.00 641.08 3001.81 1500.90 5408.64 2708.34 20.69 -2.06 0.242 94.75 -15.18 -17.20 0.00 -556.33 0.00 556.33 2968.12 1484.06 5251.65 2629.73 22.78 -2.14 0.217 95.00 -15.07 -17.18 0.00 -552.03 0.00 552.03 2966.33 1483.16 5243.41 2625.60 22.89 -2.14 0.215 100.00 -13.13 -16.46 0.00 -466.14 0.00 466.14 2930.05 1465.02 5079.21 2543.38 25.17 -2.21 0.188 100.25 -13.03 -16.43 0.00 -462.03 0.00 462.03 2956.60 1478.30 5198.92 2603.32 25.29 -2.22 0.182 105.00 -12.04 -15.80 0.00 -383.96 0.00 383.96 2921.94 1460.97 5043.18 2525.34 27.52 -2.27 0.156 110.00 -11.03 -15.13 0.00 -304.98 0.00 304.98 2884.68 1442.34 4880.34 2443.80 29.94 -2.33 0.129 115.00 -10.04 -14.46 0.00 -229.34 0.00 229.34 2846.61 1423.30 4718.72 2362.87 32.39 -2.37 0.101 120.00 -9.06 -13.80 0.00 -157.02 0.00 157.02 2807.73 1403.86 4558.39 2282.58 34.89 -2.40 0.072 122.00 -6.65 -6.53 0.00 -129.42 0.00 129.42 2791.95 1395.98 4494.63 2250.66 35.90 -2.41 0.060 125.00 -6.14 -6.14 0.00 -109.83 0.00 109.83 2768.05 1384.02 4399.43 2202.98 37.42 -2.42 0.052 130.00 -5.32 -5.50 0.00 -79.11 0.00 79.11 2727.56 1363.78 4241.93 2124.12 39.97 -2.44 0.039 135.00 -4.52 -4.87 0.00 -51.61 0.00 51.61 2686.26 1343.13 4085.97 2046.02 42.53 -2.46 0.027 138.00 -4.04 -4.49 0.00 -37.01 0.00 37.01 2661.10 1330.55 3993.16 1999.55 44.08 -2.46 0.020 140.00 -3.49 -4.23 0.00 -28.02 0.00 28.02 2644.16 1322.08 3931.63 1968.74 45.11 -2.46 0.016 142.75 -2.74 -3.87 0.00 -16.39 0.00 16.39 1886.84 943.42 2820.27 1412.23 46.53 -2.47 0.013 145.00 -2.47 -3.60 0.00 -7.68 0.00 7.68 1875.48 937.74 2774.47 1389.30 47.69 -2.47 0.007 147.00 -0.22 -0.24 0.00 -0.48 0.00 0.48 1865.24 932.62 2733.85 1368.96 48.73 -2.47 0.000 149.00 0.00 -0.23 0.00 0.00 0.00 0.00 1854.88 927.44 2693.32 1348.66 49.76 -2.47 0.000 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 f+� (,) Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 S Base Elev: 0.000 (ft) Site Class: D- Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 8 T"\wrEnginaeringSolutions Load Case: 1.21) + 1.6W 100 mph Wind Iterations 22 Dead Load Factor 1.20 Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) ON (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 579.70 1562.18 0.00 0.00 10.00 571.45 1542.14 0.00 0.00 15.00 563.20 1522.10 0.00 0.00 20.00 588.82 1502.06 0.00 0.00 25.00 607.97 1482.02 0.00 0.00 30.00 622.22 1461.98 0.00 0.00 35.00 632.90 1441.94 0.00 0.00 40.00 640.81 1421.90 0.00 0.00 45.00 646.51 1401.86 0.00 0.00 46.75 225.63 485.92 0.00 0.00 50.00 426.93 1582.36 0.00 0.00 53.25 428.08 1566.64 0.00 0.00 55.00 230.19 419.91 0.00 0.00 60.00 662.38 1188.14 0.00 0.00 65.00 662.42 1170.96 0.00 0.00 70.00 661.44 1153.78 0.00 0.00 75.00 659.55 1136.60 0.00 0.00 78.00 (1)attachments 444.83 685.71 0.00 0.00 80.00 261.33 445.32 0.00 0.00 85.00 653.41 1101.27 0.00 0.00 90.00 649.31 1084.09 0.00 0.00 94.75 612.30 1013.97 0.00 0.00 95.00 32.41 98.42 0.00 0.00 100.00 648.88 1950.41 0.00 0.00 100.25 32.14 96.62 0.00 0.00 105.00 610.71 993.24 0.00 0.00 110.00 636.96 1028.76 0.00 0.00 115.00 630.29 1011.58 0.00 0.00 120.00 623.20 994.40 0.00 0.00 122.00 (30)attachments 7165.73 2717.59 0.00 0.00 125.00 367.87 516.45 0.00 0.00 130.00 607.82 847.00 0.00 0.00 135.00 599.58 829.82 0.00 0.00 138.00 355.11 489.64 0.00 0.00 140.00 238.02 562.49 0.00 0.00 142.75 325.16 765.45 0.00 0.00 145.00 263.92 285.80 0.00 0.00 147.00 (10)attachments 3255.55 2390.18 0.00 0.00 149.00 231.54 229.88 0.00 0.00 Totals: 28,656.28 42,180.56 0.00 0.00 Copyright 0 2015 by Tower Engineering Solutions,LLC.All rights reserved. EMEM :: Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struet Class: II Page: 7 TmerEngineering Soludms Load Case: 1.2D + 1.6W 100 mph Wind ,` Iterations 22 Dead Load Factor 1.20 ` Wind Load Factor 1.60 Total Dead Horiz Vert Wind Mom Mom Elegy qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 78.00 GPS 1 29.211 32.132 1.00 1.00 1.00 12.00 0.000 0.000 51.41 0.00 0.00 2 122.00 1900 RRH MOW 3 32.096 35.305 0.70 0.80 8.03 158.40 0.000 0.000 453.35 0.00 0.00 3 122.00 E15R05P19 3 32.096 35.305 0.64 0.80 2.04 79.20 0.000 0.000 114.97 0.00 0.00 4 122.00 FD9R6004/2C-3L 6 32.096 35.305 0.50 0.80 1.10 18.72 0.000 0.000 62.20 0.00 0.00 5 122.00 HBXX-6517DS-A2M 2 32.096 35.305 0.62 0.80 10.53 97.92 0.000 0.000 595.03 0.00 0.00 6 122.00 HBXX-9014DS-A1 M 3 32.096 35.305 0.62 0.80 10.03 107.28 0.000 0.000 566.84 0.00 0.00 7 122.00 HBXX-9016DS-ATM 1 32.096 35.305 0.62 0.80 5.25 44.76 0.000 0.000 296.47 0.00 0.00 8 122.00 Low Profile Platform-flat 1 32.096 35.305 1.00 1.00 30.00 1440.00 0.000 0.000 1694.66 0.00 0.00 9 122.00 LPA-80063-4CF-EDIN-X 6 32.096 35.305 0.74 0.80 27.45 144.00 0.000 0.000 1550.81 0.00 0.00 10 122.00 RC2DS-4750-PF-48 2 32.096 35.305 0.67 0.80 5.09 62.40 0.000 0.000 287.74 0.00 0.00 11 122.00 SBNHH-1D65C 2 32.096 35.305 0.67 0.80 15.31 119.04 0.000 0.000 864.74 0.00 0.00 12 122.00 SBNHH-1D85C 1 32.096 35.305 0.67 0.80 7.65 52.92 0.000 0.000 432.37 0.00 0.00 13 147.00 AIR 21,1.3M,62A 64P 3 33.380 36.718 0.69 0.80 12.57 329.40 0.000 0.000 738.47 0.00 0.00 14 147.00 AIR 21,13M,134A 62P 3 33.380 36.718 0.69 0.80 12.57 325.44 0.000 0.000 738.47 0.00 0.00 15 147.00 KRY 112 114 TMD's 3 33.380 36.718 0.75 0.80 1.31 43.56 0.000 0.000 76.87 0.00 0.00 16 147.00 Low Profile Platform 1 33.380 36.718 1.00 1.00 26.00 1440.00 0.000 0.000 1468.74 0.00 0.00 Totals: 4,475.04 9,993.12 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. i I I I i j I I i OWN Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 +1 I�/ Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 StructClass: II Page: 6 To"`ihigiucring,SAwiOns Load Case: 1.2D + 1.6W 100 mph Wind Iterations 22 X Dead Load Factor 1.20 Wind Load Factor 1.60 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 20.672 22.74 455.22 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 20.672 22.74 448.78 0.650 0.000 5.00 24.513 15.93 579.7 0.0 1398.8 10.00 1.00 0.85 20.672 22.74 442.35 0.650 0.000 5.00 24.164 15.71 571.5 0.0 1378.7 15.00 1.00 0.85 20.672 22.74 435.91 0.650 0.000 5.00 23.815 15.48 563.2 0.0 1358.7 20.00 1.00 0.90 21.934 24.13 442.39 0.650 0.000 5.00 23.466 15.25 588.8 0.0 1338.7 25.00 1.00 0.95 22.989 25.29 446.12 0.650 0.000 5.00 23.117 15.03 608.0 0.0 1318.6 30.00 1.00 0.98 23.888 26.28 447.85 0.650 0.000 5.00 22.768 14.80 622.2 0.0 1298.6 35.00 1.00 1.01 24.676 27.14 448.15 0.650 0.000 5.00 22.420 14.57 632.9 0.0 1278.5 40.00 1.00 1.04 25.380 27.92 447.36 0.650 0.000 5.00 22.071 14.35 640.8 0.0 1258.5 45.00 1.00 1.07 26.017 28.62 445.73 0.650 0.000 5.00 21.722 14.12 646.5 0.0 1238.5 46.75 Bot-Section 2 1.00 1.08 26.227 28.85 444.98 0.650 0.000 1.75 7.520 4.89 225.6 0.0 428.7 50.00 1.00 1.09 26.601 29.26 443.40 0.650 0.000 3.25 14.029 9.12 426.9 0.0 1476.1 53.25 Top-Section 1 1.00 1.11 26.956 29.65 441.57 0.650 0.000 3.25 13.882 9.02 428.1 0.0 1460.4 55.00 1.00 1.12 27.140 29.85 446.25 0.650 0.000 1.75 7.414 4.82 230.2 0.0 362.7 60.00 1.00 1.14 27.641 30.41 442.91 0.650 0.000 5.00 20.947 13.62 662.4 0.0 1024.7 65.00 1.00 1.16 28.111 30.92 439.16 0.650 0.000 5.00 20.598 13.39 662.4 0.0 1007.6 70.00 1.00 1.17 28.553 31.41 435.03 0.650 0.000 5.00 20.249 13.16 661.4 0.0 990.4 75.00 1.00 1.19 28.971 31.87 430.59 0.650 0.000 5.00 19.900 12.94 659.5 0.0 973.2 78.00 Appurtenance(s) 1.00 1.20 29.211 32.13 427.78 0.650 0.000 3.00 11.773 7.65 393.4 0.0 575.7 80.00 1.00 1.21 29.367 32.30 425.86 0.650 0.000 2.00 7.779 5.06 261.3 0.0 380.3 85.00 1.00 1.22 29.745 32.72 420.86 0.650 0.000 5.00 19.202 12.48 653.4 0.0 938.8 90.00 1.00 1.24 30.105 33.12 415.64 0.650 0.000 5.00 18.853 12.25 649.3 0.0 921.6 94.75 Bot-Section 3 1.00 1.25 30.432 33.48 410.48 0.650 0.000 4.75 17.588 11.43 612.3 0.0 859.7 95.00 1.00 1.25 30.449 33.49 410.20 0.650 0.000 0.25 0.931 0.60 32.4 0.0 903 100.00 1.00 1.27 30.780 33.86 404.57 0.650 0.000 5.00 18.428 11.98 648.9 0.0 1788.0 100.25 Top-Section 2 1.00 1.27 30.796 33.88 404.29 0.650 0.000 0.25 0.912 0.59 32.1 0.0 88.5 105.00 1.00 1.28 31.098 34.21 404.92 0.650 0.000 4.75 17.166 11.16 610.7 0.0 838.9 110.00 1.00 1.29 31.404 34.54 398.98 0.650 0.000 5.00 17.730 11.52 637.0 0.0 866.3 115.00 1.00 1.30 31.699 34.87 392.88 0.650 0.000 5.00 17.381 11.30 630.3 0.0 849.1 120.00 1.00 1.32 31.984 35.18 386.64 0.650 0.000 5.00 17.032 11.07 623.2 0.0 832.0 122.00 Appurtenance(s) 1.00 1.32 32.096 35.31 384.11 0.650 0.000 2.00 6.715 4.36 246.6 0.0 328.0 125.00 1.00 1.33 32.260 35.49 380.27 0.650 0.000 3.00 9.968 6.48 367.9 0.0 486.8 130.00 1.00 1.34 32.528 35.78 373.77 0.650 0.000 5.00 16.334 10.62 607.8 0.0 797.6 135.00 1.00 1.35 32.787 36.07 367.16 0.650 0.000 5.00 15.985 10.39 599.6 0.0 780.4 138.00 Bot-Section 4 1.00 1.35 32.939 36.23 363.13 0.650 0.000 3.00 9.424 6.13 355.1 0.0 460.0 140.00 1.00 1.36 33.039 36.34 360.43 0.650 0.000 2.00 6.297 4.09 238.0 0.0 542.7 142.75 Top-Section 3 1.00 1.36 33.175 36.49 356.69 0.650 0.000 2.75 8.568 5.57 325.2 0.0 738.3 145.00 1.00 1.37 33.284 36.61 358.55 0.650 0.000 2.25 6.931 4.51 263.9 0.0 263.6 147.00 Appurtenance(s) 1.00 1.37 33.380 36.72 355.80 0.650 0.000 2.00 6.102 3.97 233.0 0.0 232.0 149.00 1.00 1.38 33.475 36.82 353.03 0.650 0.000 2.00 6.046 3.93 231.5 0.0 229.9 Totals: 149.00 18,663.2 33,479.9 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. i i i I i i i i i i i I I I i Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 Base Elev: 0.000(ft) Site Class: D-Stiff Soil IES� ro Gh: 1.1 Topography: 1 Struct Class: II Page: 5 T°w°` "'°"°,Solutions Increment Length: 5(ft) Elev Thick Dia Area Ix W/t D/t Fpy S Weight (ft) Description (in) (in) (in^2) (in^4) Ratio Ratio (ksi) (in^31 (Ib) 0.00 0.3750 58.350 69.002 29302.0 26.03 155.60 70.8 989.1 0.0 5.00 0.3750 57.525 68.021 28069.3 25.64 153.40 71.2 961.1 1165.6 10.00 0.3750 56.701 67.039 26871.6 25.25 151.20 71.7 933.4 1148.9 15.00 0.3750 55.876 66.058 25708.4 24.86 149.00 72.2 906.2 1132.2 20.00 0.3750 55.051 65.076 24579.4 24.47 146.80 72.6 879.4 1115.5 25.00 0.3750 54.227 64.094 23483.8 24.09 144.60 73.1 853.0 1098.8 30.00 0.3750 53.402 63.113 22421.4 23.70 142.40 73.5 827.0 1082.1 35.00 0.3750 52.577 62.131 21391.4 23.31 140.21 74.0 801.4 1065.4 40.00 0.3750 51.752 61.150 20393.5 22.92 138.01 74.4 776.1 1048.7 45.00 0.3750 50.928 60.168 19427.2 22.54 135.81 74.9 751.3 1032.0 46.75 Bot-Section 2 0.3750 50.639 59.825 19096.3 22.40 135.04 75.1 742.8 357.3 50.00 0.3750 50.103 59.187 18491.8 22.15 133.61 75.4 726.9 1230.1 53.25 Top-Section 1 0.3215 50.210 50.906 16007.6 26.13 156.17 0.0 0.0 1217.0 55.00 0.3215 49.921 50.612 15731.3 25.97 155.28 70.9 620.7 302.3 60.00 0.3215 49.097 49.770 14959.6 25.52 152.71 71.4 600.1 853.9 65.00 0.3215 48.272 48.929 14213.6 25.06 150.15 71.9 579.9 839.6 70.00 0.3215 47.447 48.087 13492.7 24.61 147.58 72.5 560.1 825.3 75.00 0.3215 46.623 47.246 12796.7 24.16 145.02 73.0 540.6 811.0 78.00 0.3215 46.128 46.741 12390.8 23.89 143.48 73.3 529.1 479.7 80.00 0.3215 45.798 46.404 12125.0 23.71 142.45 73.5 521.5 317.0 85.00 0.3215 44.973 45.563 11477.2 23.25 139.89 74.0 502.7 782.4 90.00 0.3215 44.148 44.721 10853.0 22.80 137.32 74.6 484.2 768.0 94.75 Bot-Section 3 0.3215 43.365 43.922 10281.3 22.37 134.88 75.1 467.0 716.4 95.00 0.3215 43.324 43.880 10251.8 22.35 134.76 75.1 466.1 75.3 100.00 0.3215 42.499 43.038 9673.2 21.90 132.19 75.6 448.3 1490.0 100.25 Top-Section 2 0.3215 43.101 43.652 10093.1 22.23 134.06 0.0 0.0 73.7 105.00 0.3215 42.317 42.853 9548.7 21.80 131.62 75.8 444.4 699.1 110.00 0.3215 41.493 42.011 8997.1 21.35 129.06 76.3 427.1 721.9 115.00 0.3215 40.668 41.170 8467.2 20.89 126.49 76.8 410.1 707.6 120.00 0.3215 39.843 40.328 7958.5 20.44 123.93 77.4 393.4 693.3 122.00 0.3215 39.513 39.992 7760.9 20.26 122.90 77.6 386.9 273.3 125.00 0.3215 39.019 39.487 7470.7 19.99 121.36 77.9 377.1 405.7 130.00 0.3215 38.194 38.645 7003.1 19.54 118.80 78.4 361.1 664.7 135.00 0.3215 37.369 37.804 6555.5 19.08 116.23 79.0 345.5 650.3 138.00 Bot-Section 4 0.3215 36.874 37.299 6296.3 18.81 114.69 79.3 336.3 383.3 140.00 0.3215 36.544 36.962 6127.4 18.63 113.67 79.5 330.2 452.3 142.75 Top-Section 3 0.2500 36.591 28.835 4811.4 24.40 146.36 0.0 0.0 615.2 145.00 0.2500 36.220 28.541 4665.5 24.14 144.88 73.0 253.7 219.6 147.00 0.2500 35.890 28.279 4538.3 23.90 143.56 73.3 249.1 193.3 149.00 0.2500 35.560 28.017 4413.4 23.67 142.24 73.6 244.5 191.6 27899.9 Copyright 0 2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Towcr Engmarhlo Solutions Gh: 1.1 Topography: 1 Struct Class: II Page:4 Discrete Al2purtenances No Ice Ice Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 1 147.0 AIR 21,1.3M,62A 64P 3 91.50 6.09 0.86 330.84 7.582 0.86 0.00 0.00 2 147.0 AIR 21,13M,64A 132P 3 90.40 6.09 0.86 329.74 7.582 0.86 0.00 0.00 3 147.0 KRY 112 114 TMD's 3 12.10 0.58 0.94 35.39 1.398 0.94 0.00 0.00 4 147.0 Low Profile Platform 1 1200.00 25.00 1.00 2593.35 52.86 1.00 0.00 0.00 5 122.0 1900 RRH 2x60W 3 44.00 3.80 0.88 186.58 5.615 0.88 0.00 0.00 6 122.0 E15R05P19 3 22.00 1.06 0.80 60.73 2.032 0.80 0.00 0.00 7 122.0 FD9R6004/2C-3L 6 2.60 0.37 0.62 13.08 0.965 0.62 0.00 0.00 8 122.0 HBXX-6517DS-A2M 2 40.80 8.55 0.77 270.99 12.36 0.77 0.00 0.00 9 122.0 HBXX-9014DS-A1 M 3 29.80 5.43 0.77 190.84 8.019 0.77 0.00 0.00 10 122.0 HBXX-9016DS-ATM 1 37.30 8.52 0.77 266.62 12.31 0.77 0.00 0.00 11 122.0 Low Profile Platform-flat 1 1200.00 30.00 1.00 2567.62 62.82 1.00 0.00 0.00 12 122.0 LPA-80063-4CF-EDIN-X 6 20.00 6.15 0.93 258.93 8.623 0.93 0.00 0.00 13 122.0 RC2DS-4750-PF-48 2 26.00 3.79 0.84 147.73 5.037 0.84 0.00 0.00 14 122.0 SBNHH-1 D65C 2 49.60 11.39 0.84 412.08 13.57 0.84 0.00 0.00 15 122.0 SBNHH-1D85C 1 44.10 11.39 0.84 406.58 13.57 0.84 0.00 0.00 16 78.00 CPS 1 10.00 1.00 1.00 46.62 1.889 1.00 0.00 0.00 Totals: 41 3,729.20 12,576.83 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 147.0 (6)1 5/8" Coax 0.00 Inside 0.00 147.0 (1)1 5/8" Fiber 0.00 Inside 0.00 147.0 (1)1-1/4"LMU 0.00 Inside 0.00 122.0 (2) Fiber 0.00 Inside 0.00 122.0 (18)1 5/8" Coax 0.00 Inside 0.00 78.00 (1)1/2" Coa x 0.00 Inside Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Crest Height: 0.00 ES "Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Tomr P:n�ux°ennG Snhuions Gh: 1.1 Topography: 1 Struct Class: II Page: 3 Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (lb) 1 18 53.250 0.3750 65 0.00 11,556 2 18 53.500 0.3215 65 Slip 78.00 8,647 3 18 48.000 0.3215 65 Slip 66.00 6,621 4 18 11.000 0.2500 65 Slip 57.00 1,076 Total Shaft Weight: 27,900 Bottom Torn Sec. Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t No. (in) (ft) (sqin) (in"4) Ratio Ratio (in) (ft) (spin) (in^4) Ratio Ratio Taper 1 58.35 0.00 69.00 29302.04 26.02 155.6 49.57 53.25 58.55 17900.2 21.89 132.1 0.164940 2 51.28 46.75 52.00 17061.93 26.71 159.5 42.46 100.2 43.00 9644.83 21.87 132.0 0.164940 3 44.01 94.75 44.58 10748.96 22.72 136.8 36.09 142.7 36.50 5900.10 18.38 112.2 0.164940 4 37.37 138.0 29.46 5129.33 24.94 149.4 35.56 149.0 28.02 4413.44 23.67 142.2 0.164940 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. Type: Tapered Base Shape: 18 Sided 6/26/2015 Site Name: Northampton 2 Taper: 0.16494 ES Height: 149.00 (ft) Base Elev: 0.00 (ft) Page:2 Tower Enginecrh,gsointlons Shaft Properties r Length Top Bottom Thick Joint Grade Seq (ft) (in) (in) (in) Type Taper (ksi) I 1 53.25 49.57 58.35 0.375 0.16494 65 sas-s 1-14"Thi& 2 53.50 42.46 51.28 0.322 Slip 0.16494 65 1as°a^ 5 sii 3 48.00 36.09 44.01 0.322 Slip 0.16494 65 4 11.00 35.56 37.37 0.250 Slip 0.16494 65 Discrete Appurtenances Attach Force Eley(ft) Elev(ft) Qty Description Carrier 147.00 147.00 3 AIR 21,1.3M,132A 134P T-Mobile 516"Thick 147.00 147.00 3 AIR 21,1.3M,64A 132P T-Mobile ifrSKSr1 147.00 147.00 3 KRY 112 114 TMD's T-Mobile 147.00 147.00 1 Low Profile Platform T-Mobile 122.00 122.00 3 1900 RRH 2x6OW Verizon 122.00 122.00 3 E15RO5P19 Verizon 122.00 122.00 6 FD9R6004 12C-3L Verizon 122.00 122.00 2 HBXX-6517DS-A2M Verizon ss° 122.00 122.00 3 HBXX-9014DS-A1 M Verizon 122.00 122.00 1 HBXX-9016DS-ATM Verizon 122.00 122.00 1 Low Profile Platform-flat Verizon 122.00 122.00 6 LPA-80063-4CF-EDIN-X Verizon 122.00 122.00 2 RC2DS-4750-PF-48 Verizon 122.00 122.00 2 SBNHH-1 D65C Verizon 122.00 122.00 1 SBNHH-1D85C Verizon 5t16^Thick 78.00 78.00 1 GPS Verizon (65 KSI) Linear Appurtenances Elev Elev From(ft) To(ft) Placement Description Carrier 0.00 147.00 Inside 1 5/8" Coax T-Mobile 0.00 147.00 Inside 1 5/8" Fiber T-Mobile 0.00 147.00 Inside 1-1/4"LMU T-Mobile Ss`s» 7s" 0.00 122.00 Inside Fiber Verizon 0.00 122.00 Inside 1 5/8" Coax Verizon 0.00 78.00 Inside 1/2" Coax Verizon Anchor Bolts Grade Qtv Specifications (ksi) Arrangement ifs"Thin 16 2.25"18J 75.0 Cluster {sSKSii Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 2.7500 63.0 60.0 Square ' E Reactions Load Case Moment Shear Axial 1.21D+1.6W 100 mph Wind 2790.4 28.7 42.1 0.91D+1.6W 100 mph Wind 2773.7 28.7 31.6 1.21D+1.ODi+1.OWi 40 mph Wind 522.3 5.4 68.7 1.01D+1.OW 60 mph Wind 625.5 6.5 35.1 Copyright©2015 by Tower Engineering Solutions,LLC.All rights reserved. i i i I i i I i I i i i i I i i i i I i ,. ........... Structure: MA13219-A-SBA Code: EIA/TIA-222-G 6/26/2015 Site Name: Northampton 2 Exposure: C Height: 149.00 (ft) Gh: 1.1 IES� Base Elev: 0.000(ft) Page: 1 Tower fing;ncumgSolutiuns Dead Load Factor: 1.20 Iterations: 22 Wind Load Factor: 1.60 Load Case : 1.213+ 1.6W 100 mph Wind ' Copyrght©2015 by Tower Engineering Solutions,L.L.C.All rights reserved. 148'-0' 1� 1�,-, 14i•8• L 11,41 iT TMA s°u. 5r, sti 140 33 ► T, 135 i. 125 vX t II Thick 115.00 i b5 K511 11G.°�3 It 3, I t � i 85 ODD 8O.;>", i a 75 -y,J i J.+1s"v - P, 5d hick 144:V W S e ,'65KSIi MW r 53 2,50 8 59.3. 15 u v 4C as' r E 30 L*0 a 2u"f' N.T5KSq ticA 16 I � 15 1 - 5.0r' t in.OrN i z1 0,11 0.21 031 G.41 u51 w51 '1 itel 3:91 � oa X Interaction Standard Conditions 1. This analysis was performed based on the information supplied to(TES)Tower Engineering Solutions, LLC.Verification of the information provided was not included in the Scope of Work for TES.The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10%of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client.TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes,TES should be notified in writing and the applicable minimum values provided by the client. 7. The configuration of the existing mounts, antennas,coax and other appurtenances were supplied by the customer for the current structural analysis.TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions,TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 8. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed,final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 16259R1 Page 5 June 26,2015 Now Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Pole shafts Anchor Base Plate Bolts Max. Usage: 54.1% 53.0% 56.0% Pass/Fail Pass Pass Pass Foundations Moment(Kip-Ft) Shear(Kips) Axial(Kips) Analysis Reactions 2790.4 28.7 68.7 The foundation has been investigated using the supplied documents and soils report and was found adequate.Therefore, no modification to the foundation will be required. Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSI/TIA/EIA 222-G for the installed antennas. The maximum twist/sway at the elevation of the proposed equipment is 0.5437 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 1625981 Page 4 June 26,2015 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Transmission Items Elevation Qry. Antenna Descriptions Mount Type&Qty. Owner (ft) Lines 1 3 Ericsson AIR 132A B4P Panels (6)15/8" 2 147.0 3 Ericsson AIR B4A B2P Panels Low Profile Platform (1)15/8"Fiber T-Mobile 3 3 Ericsson KRY 112114TMD's (1)1-1/4"LMU - 6 Antel LPA-80063/4C - 3 Commscope HBX-9014DS-A1M - 2 Commscope LNX-6514DS-A1M - 2 Commscope HBX-6517DS-AlM (18)15/8" - 122.0 1 Commscope LNX-4514DS-AIM (1)Low Profile Platform (2)Fiber Verizon - 1 Commscope HBX-6516DS-A1M - 2 Commscope RC2DC-4750-PF-48 - 3 ALU RRH 2x60 AWS 3 ALU RRH-PCS-60W *Metro PCS is decommissioned from the 140' RAID center. All transmission lines are considered running inside of the pole shafts. Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Elevatio Transmission Items Qty. Antenna Descriptions Mount Type&Qty. Lines Owner 4 6 Antel LPA-80063-4CF-EDIN-X Panels 5 3 Commscope HBXX-9014DS-AIM Panels 6 2 Commscope HBXX-6517DS-A2M Panels 7 2 Commscope SBNHH-1D65C Panels 8 1 Commscope SBNHH-1D85C Panels ) Fiber 9 122.0 1 Commscope HBXX-9016DS-ATM Panels Low Profile Platform (118)15/8" Verizon 10 3 Commscope E15R05P19 TMA's 11 2 Commscope RC2DC-4750-PF-48 Dist.Box 12 3 ALU 1900 RRH 2x60W RRU's 13 6 RFS Celwave FD9R6004/2C-3L Diplexer 14 78.0 1 GPS Direct Mounted (1) All transmission lines are considered running inside of the pole shafts. TES Project Number: 16259111 Page 3 June 26,2015 Introduction The purpose of this report is to summarize the analysis results on the 149 ft. Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Original tower drawings and design by Sabre,job#05-04188,dated 04/21/2005 Foundation Drawing Original foundation drawings by Sabre,job#05-04188,dated 04/21/2005 Geotechnical Report Geotech report prepared by JGI Eastern,Inc.,project#05180G,dated 03/10/2005 Previous SA Previous SA by FDH Engineering,project#1467P31400,dated 06/24/2014 Modification Drawings N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second- order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: Ultimate Design Wind Speed V„it= 129.0 mph (3-Sec. Gust)/ (based on IBC 2012) Nominal Design Wind Speed Vasd = 100.0 mph (3-Sec. Gust) Wind Speed with Ice: 40 mph (3-Sec.Gust) with 1" radial ice concurrent Operational Wind Speed: 60 mph +0" Radial ice Standard/Codes: ANSI/TIA/EIA 222-G /2012 IBC/ Massachusetts State Building Code, Eighth Edition Exposure Category: C Structure Class: II Topographic Category: 1 Crest Height: 0 ft. TES Project Number: 16259R1 Page 2 June 26,2015 1+� ►►1 ES Tower Engineering Solutions Phone(972)483-0607,Fax(972) 975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 149 ft. Monopole Customer Name: SBA Communications Corp Customer Site Number: MA13219-A Customer Site Name: Northampton 2 Carrier Name:Verizon Carrier Site Name: Pine grove Site Location: 245 Old Wilson Road Northampton, Massachusetts Hampshire County Latitude:42.295472 Longitude: -72.667388 Analysis Result: Max Structural Usage: 56.0%[Pass] Max Foundation Usage: 57.0% [Pass] Report Prepared By: Esha Goyal TES Project Number: 16259R1 Page 1 June 26,2015 i�� T 11 ES Tower Engineering Solutions Phone(972)483-0607, Fax(972)975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 149 ft. Monopole Customer Name: SBA Communications Corp Customer Site Number: MA13219-A Customer Site Name: Northampton 2 Carrier Name:Verizon Carrier Site Name: Pine grove Site Location: 245 Old Wilson Road Northampton, Massachusetts Hampshire County Latitude:42.295472 Longitude:-72.667388 JH OF JAI Analysis Result: X RE C) Max Structural Usage: 56.0%[Pass] No, 6609 Max Foundation Usage: 57.0%[Pass] IS T 0�'40 CL "ONAL 04 Report Prepared By : Esha Goyal wry TES Project Number:16259R1 Page 1 June 26,2015 Co r,rg i es Av I I ti's'' LETTER OF AUTHORIZATION SBA Site ID: MA13219-A,Northampton 2 Property Located at: 245 Old Wilson Road,Northampton,MA,o1o62 THE CITY/COUNTY OF: Northampton/Hampshire APPLICATION FOR ZONINGIUSEIBUILDING 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: 11/03/2015 The Commonwealth of Massachusetts Print Farm i >*, Department of Industrial Accidents *, .. Office of Investigations - i I Congress Street,Suite 100 Boston,, MA 0211 4-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ALplicant Information Please Print Legibly Name(Business/Organization/Individual): Heidrea Communications CT LLC Address:?Thompson Rd. Area#3 City/State/Zip: East Windsor, CT 06088 Phone#: 508-473-1990 Are you an employer?Check the appropriate box: 3 4. ❑ 1 am a general contractor and I Type of project(required): ❑ I. 1 am a employer with employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working or me in an capacity. employees and have workers' g y 9, ❑Building addition [No workers'comp. insurance comp, insurance. re aired. 5. ❑ We are a corporation and its I 10.❑ Electrical repairs or additions q l 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 r c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] - employees. jNo workers' � 13.[✓ Other_,Telecommunications_ 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: The Insurance Company of the State of Pennsylvania Policy#or Self-ins.Lic.#: WC 62716021 Expiration Date: 03/15116 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 r the pains and penalties g(gerjury that the#!ormation provided above is true and correct i miature., Z-9 Date 11/25/15 Phone#: 508 3-1990 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 S.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 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT See attached Letter of Authorization. 1, 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 Ellen W Freyman,on behalf of Bell Atlantic klobile of missachusetts Corporation,I.W J1b1a Verizon Wireless 1, _ ,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 Print e .nc e4, 6c-r- _ 1, _201 Signature of Owner Agent Orl d a ent Date SECTION 12-CONSTRUCTI ERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Ll Address Expiration Date S Sgna r&e r 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 G) No 0 Versiont.7 Commercial Building Permit May 15,2004 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 Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable O 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 0 DON'T KNOW Q YES IF YES, date issued: 06/23/2004 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES Q 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 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 Date Issued: C. Do any signs exist on the property? YES NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 U IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2400 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wail Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other El Brief Description Verizon Wireless is removing nine(9)antenna panels and replacing them with nine(9)upgraded Of Proposed work: antenna panels on an existing telecommunications tower. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 11 A-2 E3 A-3 El 1A ❑ A-4 ❑ A-5 ❑ 113 ❑ B Business ❑ 2A ❑ E Educational ❑ 28 ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 313 ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 56 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use L 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 OFFICE USE ONLY BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(so 1st 1s' 2"d 20° 3rd 3r° 4th 41h 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 ❑ Zone Outside Flood Zone[] Municipal ❑ On site disposal system❑ Versionl.7 Commercial Building Permit May 15,2000 Department use only ( City of Northampton Status of Permit: �uilding Department Curb CutlDriveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability sNo ampton, MA 01060 Two Sets of Structural Plans aF� . c` -587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify F 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 This section to be completed by office 1.1 Property Address: 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 Communications Corporation 8051 Congress Ave,Boca Raton, FL 33487-1307 Name(Print) Current Mailing Address: (S6l) 995-7670 See attached Letter of Authorization Telephone Signature 2.2 Authorized Agent: Bell Atlantic Mobile of Massachusetts Corporation,Ltd 99 'East River Drive,East Hartford,CT 06108 Name(Print) dibia Verizon Yi'ireiess Current Mailing Address: (413)737-1131 Signature Telephone en re an gut nze agg SECTION 3-ESTIMAT cdNS UCTIQIV C 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) c t ? Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissionerlinspector of Buildings Date File 4 BP-2016-0752 At N )I tic- APPLICANT/CONTACT PERSON SHATZ, SCHWARTZ&FENTIN,PC AAA- ADDRESS/PHONE 1441 MAIN ST SPRINGFIELD01103 (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 Buildinz Permit Filled out Fee Paid--- --- Typeof Construction: REPLACE 9 VERIZON ANTENNA PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure BLIddinL� Plans Included: Owner/Statement or License 098919 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO MATION 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 Demolition 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-2016-0752 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: renovation BUILDING PERMIT Permit# BP-2016-0752 Project# JS-2016-001254 Est.Cost: $11500.00 Fee: $100.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: HEIDREA COMMUNICATIONS LLC098919 Lot Size(sq. ft.): Owner: AMERICAN TOWER CORPORATION C/O OMNI POINT Zonintr: Applicant: SHATZ SCHWARTZ & FENTIN, PC AT. 254 OLD WILSON RD Applicant Address: Phone: Insurance: 1441 MAIN ST (413) 737-1131 WC SPRINGFIELDMA01103 ISSUED ON.1217 12015 0:00:00 TO PERFORM THE FOLLOWING WORK.REPLACE 9 VERIZON ANTENNA PANELS 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 12/7/2015 0:00:00 $100.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner