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22-026 (3) 13 52 Rail)RFD Allowable Uplift Wind Force fait) Rail Spen(ft) 70 8o 90 100 110 130 150 170 200 1 240 300 38D 480 650 900 3.0 13!52 Rail 3.5 17!52 Rail 4.0 13/52 Rali 4.5 13152 Rail 5.0 13/52 Rail 5.5 13752 Rail 6.0 1 13/52 Ralf 6.5 13/52 Rail 7.0 13/52 Rail 7.5 13/52 Rail 8.0 13/52 Rail 8.5 13/52 Rail 910 13/52 Rail 9.5 13/52 Rail 10.0 13/52 ROR 13/52 Rail IRFD Allowable Uplift Span(ft) Fora fib) 3.0 1764 3.5 1480 4.0 1243 4.5 1101 5.0 960 5.5 838 6.0 7S6 6.5 690 7.0 651 7.5 598 8.0 533 &5 510 9.0 480 9.5 444 10.o aoz 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 Psf 10 psf 20 psf 30 pst 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 65 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Im 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 110 5.5 5.5 5.5 5.5 S.0 45 4.5 4.0 4.0 3.5 category 120 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 B 130 5.0 5A 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 45 45 4.5 1 4.5 4.5 1 4.5 4.5 1 4.0 4.0 3.5 150 4.0 4.0 4.0 1 4.0' 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 1 4.0' 4.0 1 4.0 1 4.0 1 4.0 4.0 3.5 Exposure Wind Ground Snow Load 5 eed 0 psf 10 sf 20 psf 30 psf 40 sf 50 sf 60 sf 70 sf 80 f 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 Vsf 30 ost 40 psf 50 p Of 60 p5f 70 psf BO pst 90 psf S.Q.. 0 `' 3.5 3S Ceti"- - '." 3S P n 3.5 "35rS . 3S: 3.5 160__ 3.0 3A.. 'j 16" 1 34 T f ��' � 3� . .`''3Q. _.".T; � -;� 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are ASO values It. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 13/S2 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Seed 0 psf 10 pst 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 8.5 8.0 7.0 6.0 S.S 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6.0 5.5 S.0 4S 4.0 4.0 3.5 110 7.0 7.0 6.5 6.0 5.5 5.0 4.S 4.0 4.0 3.5 Category 120 6.5 6.5 6.5 S.5 5.0 S.0 4.S 4.0 4.0 3.5 6 130 6.0 1 6.0 610 i 5.5 S.0 4S 4.S 1 4.0 4.0 3.5 140 5.5 5.5 5.5 55 5.0 1 4.5 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 1 4.0 1 3.5 160 5.0 5.0 5.0 5.0 5.0 4.5 45 4.0 1 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf g0 psf 90 psf 5 '>a'. G0 SA _ 4A_ :;` +tA...` 3.5 3.5 S:0'.-< 'U" x f , S 0. .. .50 4 S 3.s SzOf.. SA r: 5.0 _ 5.0° E S1i 4. 45 0 _r= . .3.S 43 _ S 45 - .,. 3.s 4.4 ,-'` 4A J `Ad 4.0: ,. :411. 4.0:. :4.b. 3.5 R 160 _ 4A ..: �4,0 ' 4.0 1 4.0 ' CO 'U 4:0 40: 3.5 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 c. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 J. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart 1. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 13152 Rail Zone 15 an Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 DO 80 psf 90 psf 85 10.0 &S 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 10.0 8.5 7.0 6.0 5.5 5.0 45 4.0 4.0 3.5 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 120 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 B 130 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 7.5 7.5 5.5 6.0 5.5 1 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 sf 10 psf 20 psf 30 psf 40 psf 50 sf 60 psf 70 sf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 DO 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 9.0 85 7.0 6.0!, 5.5 5.0 4.5 4,0 4.0 3.5 100 SS 8.0 7.0 6.0 5.5 5:0 4.5 4.0 4.0 3.5 110 7.S 1.5 7.0 6.0r Category 120 7.0 7.0 :, 65 6.0 S.5 „>5.0 ti 0 X4,0 4.0 . 3.S D 130 6.5 6.5 65 6.0 S. 57- 45 40 40 3.5 140 6.0 610 64 1 5.5 i' S:0 4 S ?t.5 4.0 0 3.5 150 53 55 5.5. 1 55 �0 _ . 5. .'. � .,..:,. .. ... 4:0. 35 160 5.5 5.5 5.5 i 5.5 5.0 44 1, ',LS .4,Or.4,O 13 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor perASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 601hs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 J. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M, Maximum cantilever is L/3 rru� r wliuur rr loll -C STRIKTURAL ENGINEERS July 21,2014 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855)731-9996 FAX:(916)287-2269 Attn.:Mounting Systems, Inc.-Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System PZSE, Inc.-Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts,rail allowable uplift wind force and performed rail component capacity check including L foot bracket,and clamp and mid- clamp.All information,data and analysis contained within the Mounting Systems, Inc.rail span charts are based on,and comply with Mounting Systems, Inc.'s Alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05 2. 2009 International Building Code,by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13152 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. Sincerely, tH OF ALgS� PAUL K. ZACHER RUCTURAL Paul Zacher,SE- President No.50100 GISTS S�1Al Exp 6/30/2016 8150 Sierra(ollege Boulevard,Suite 150 • Roseville,(A 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 2/2012015 Pawer Optimizer(SolarEdge Feature highlights of SolarEdge Power optimizers: • Per-module Maxmum Power Point Tracking(MPPT) • Superior efficiency(99.5%peak efficiency,98.8%weighted efficiency) • Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading Designed for extreme environmental conditions • 25 year reliability and warranty • Advanced,real-time performance measurement • Automatic module DC voltage shut-down for installer ana firefighter safety Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.®All Rights Reserved Careers i Contact i Subscribe RSS Feeds Terms&Conditions http://www.solaredge.us/groups/us/powerbox-power-optimizer 2/2 2120/2015 Power OpUmizer i SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA Nw AA AM Power Optimizer Inverter Monitoring Power Optimizer Rrrommond Share 19 SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the maximum power point (MPPT) of each module individually. Furthermore, the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is 4 equipped with the unique SafeDCT"feature which automatically shuts down modules'DC voltage whenever the inverter or grid power is shutdown. The MPPT per module allows for flexible installation design with multiple orientations,tilts and module types in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are available: P-Series j WMlg J,� n ftNer Ootimizars Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model Module Power Module Voc P300 1:130OW I<48V ; P400 5400W <80V i P405 s405W 3 <125V Download datasheet !! P•8erial,Commercial Pomr Qxtftkff Commercial solution connecting two modules per power optimizer Power Optimizer Model Module Power Module Voc j IP600 _. 15600W` }<96V P700 5700W' I <125V I 11 i Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed Download datasheet http:/Mww.solaredge.us/groups/us/powe-box-power-optimizer 1/2 =@e Single Phase Inverters for North America so I a r SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE760OA-US SE1000OA-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000.@ 240V Max.AC Power Output 3300 4150 5400 tot 208V 6000 8350 10800 @ 208V 12000 VA 5450 1&241)V 10950,(q?240V AC Output Voltage Min:Nom:Max") 183-208-229 Vac AC Output Voltage Min.-Nom-Max."' ✓ ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom.-Max!') 59.3-60-60.5(with HI country setting 57-60-60.5) Hr ...24 @ 208V. �.. ..... ...I.. Max.Continuous Output Current 12.5 16 25 32 47.5 A ... . .. ...__.. (. .4?@.24ov._ GFDI 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Power''' 3750 4750 6250 7500 9500 12400 14250 W (STC) ........ Transformer-less,Ungrounded Yes Max.Input Voltage S00 Vdt Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ....... ............ Max.Input Currentt l 9 S 13 16.5 @ 208V 18 23 33 @ 208V 34S Adc 15,5 @24OV _.__.. .30.15. Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes .. ..... ..... Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 97.7 98-2 98.3 9 8.3 98 98 98 'Y CEC Weighted Efficiency 97.5 98 97 5 @ 208V 97.5 97,5 97 @ 208V 975 % 98,@°.240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,R5232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optional)" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installeclO, STANDARD COMPLIANCE Safety UL1741,UL16998,U1.1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partlS class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG OC input conduit size/p of strings J AWG range. .,, 3/4"minimum 11-2 strings J 16-6 AWG 3/4"minimum/1-2 strings 114-6 AWG A Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ I.... ... .... 30Sx12.5x10.5/775x315x260 (HxWxD), 775 x 315 x 172 775 x,315 x 191, min Weight with Safety Switch 51.2/23,2 54.7/24.7 88 4/40.1 b/kg .. Cooling Natural Convection Fans(user replaceable) Noise <25 <5O, dBA Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available'61) F/-C Range Protection Rating NEMA 311 U For other regional settings please contact SolarEdge support Irl Limited to 125°6 for locadons where the yearly average high temperature is ahnvv 77'F/75'C and In 135°(fou.loutiurts where it is kwluw T/"F/25'C For detailed inforr-hon,refer to httb:/lwww.solamda-e.us/files/odfs/inverter do oversizirta eulde.odl lad A higher current source maybe used;the inverter will limit its input current to the values stated 1"Revenue grade inverter P/N:StxxxxA-J5000NNR2 Is'Rapid shutdown kit P/N:SE1000-RSO-Sl la AB version P/N:SE—A-U5000NMA SL)SPEC • solar=ee • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US/SE5000A-US/ SE600OA-US/ SE760OA-US/ SE1000OA-US/ SE1140OA-US 2.26 q 1 f The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 USA GFRMANY-ITALY-FRANCE-IAPAN-CHINA-AUSTRALIA THE NETHERLANDS-ISRAEL www.solaredge.us so I a r ' • • SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Powerlrl 300 400 405 W Absolute M aximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 3-48 8-80 12.5 105 Vdc Maximum Short Circuit Current(Isc) 10 Adc Maximum DC.Input Curre nt 12.5 Adc Maximum Efficiency 99.5 %11.1 Weighted Efficiency 98.8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Safety IE'.C62109-1(class II safety),UL1741 ....... RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ Pxxx•5 series mm/in 5x5.97x1.08 5x5,97x1.37 5x5.97x1.89 Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 ( 930/2.05 930/2.05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0,95/3.0 1.2/3.9 m/ft _......._............... Operatin.Temperature Range -40-+85/-40-+185 -C/T Pxxx-2 series IP65/NEMA4 Protection Rating �Pxxx-5 series IP68 J NEMA613 Relative Humidity 0-100 % "I Rated SrC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER") Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations v1 It is not allowed to mix P40S with P300/P400(P600/P700 In one string 71 IN solar - . . :. SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • • • 2 •�. w PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - IIALY FRANCE - JAPAN - CHINA - ISRAEL AUSTRALIA www.solaredge.us STATE NOT)CES AN A. OBTAINING PERMITS VVesha|7 obtain all neceua'ypernn�txfor the /nsta||aYmn and operation cf the Systern Homeowners who secure their own permits shai! be excluded from the state guaranty funds, B. OUR LICENSES. HOME IMPROVEMENT CONTRACTORS ARE REQUIRED TO BE REGISTERED WITH THE 0K[LYUR OF THE MASSACHUSETTS 0F�}LE O� CONSUMER AFFAIRS AND BUSINESS REGULATION FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CONTACT THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS AEGULAT/ON TEN PARK PL\Z\, SUITE 5170. BOSTON, MA 82116' 617 973.8700 ()R888283.3767 C. ARBITRATION. Notwithstanding anything tothecomtrapv in the Agreement, the contractor and hurneovvne, hereby mutually agree in advance that in the event that the contractor has dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Off ice of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in K4 G L c 142A NOT|[E The signatures of the parties below apply only to the dispute resolution initiated by the contractor The owner may initiate alternative dispute resolution even where this section is not separately signed V|V|NT SOLAR DEVELOPER, LLC CUISYOMER(S): � - 0 g� « � �� � Pnrrcdwo'ne �� G d' �������� so�sneoonNu "~"~~~~=" 8, P,=ued Name • 3301 N thanksgiving Way, Sulu S00, Lehi, UT 8A043 ivin suppo rt Ov+v,ritsoljr com I www,vivi nt solar c om va t. Phone 877.404 4129 1 Fax 801 765 5758 RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT 11/14/2015 4686509 119 CUSTOMER INFORMATION Vicki Bell (413) 695-6528 vab*uhs.umass.edu Ges &0 PROPERTY INFORMATION 56 Spruce Hill Ave Florence MA 01062-3415 OUR PROMISES TO YOU -------------- YOUR OBLIGATIONS DOCUMENTS THE AGREEMENT INCLUDES THE FOLLOWING DOCUMENTS� f XtAkil b Jij"f rJ C! mounting systems BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 Ibs 40 0 40 707-0023 L-foot 11 mm fast attach 0.241 Ibs 29 0 29 702-0207 MEC CS RH 40mm 0.000 Ibs 32 0 32 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 28 0 28 712-0136 Weeblug Alpha+pa 0.000 Ibs 21 0 21 807-0131 ACC Wire Management Clip 0.000 Ibs 0 0 0 807-0134 Omega Wire Management Clip 0.000 Ibs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0 712-0147 Rail/Microinverter Attachment-M8x25mm T-BoI 0.000 Ibs 0 0 0 800-1097 BR 13/52 CS;12ft 2.331 Ibs 8 0 8 800-1095 BR 13/52 CS;14ft 2.331 Ibs 8 0 8 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 2 0 2 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 6 0 6 706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 3 0 3 Total 160.840 Ibs is t a a Developer: Page 11 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systems o _a � � a N N m m c v - E 0 u rn a w I � a � a � C � a+ co rn ri o ri Developer: Page 10 of 11 Date 11/6/2015 MS Version 2.0.34.0 Q) m° n `° � 3 f °rD Ln Q ru rr � N N O N In 2.69 R I 0 Pttechment ice E F Top layer A=GS 13/52 12 K[3 ft 5.46 in] m m 6.54 ft B=GS 13/52 12 It[61t 9.31 in] C=GS 13/5214 ft[13 ft 5.01 in] E E Lower Layer D=GS 10/48 12 ft[4 It 9.94 In] D D E=GS 10/48 16 ft F=GS 10/48 16 ft[15 it 9.91 in] a ¢ ¢ a G=GS 10/4816 ft[15ft 9.93in_ E -v N Cu D fD rD O 3 N O O W A F, O N Alpha' mounting systems Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 70.5 % 84.0% 0.0 in Edges 70.5 % 84.0% 0.0 in Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 58.4% 31.1 % 0.0 in 48.2 % Edges 58.4% 31.1 % 0.0 in 48.2% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. o t a a Developer: Page 8 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677 Ibf fastener distance 48.00 in Rail Description GS 13/52 Moment of inertia Iz 0.17 in^4 Moment of inertia ly 0.31 in A4 m Resistance moment Wz 0.23 in^3 a Resistance moment Wy 0.28 in^3 Q Cross section area 0.59 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia lz 0.16 in A4 Moment of inertia ly 0.24 in A4 Resistance moment Wz 0.21 in^3 Resistance moment Wy 0.24 in A3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 7 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systems Module field layout Module manufacturer TrinaSolar Module length 64.6 in Module type TSM 260 PD05.08 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 22 Modul weight 47.00 Ibs Module orientation Landscape Overall power output 5.7 kWp m 9 ft 2 05!n 38(t 691n 7 ft 5.26 as _Q 2it947,n 13 n 2,64 Ir 1 ft 10.26 in !h 11.44 it ,.f+ � 9 R LOS in Developer: Page 6 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting syst.e TIS max action [Ib/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 198.500 92.720 -84.850 5.089 198.500 92.720 -84.850 5.089 Edges 198.500 92.720 -103.700 5.089 198.500 92.720 -103.700 5.089 m .c n Q Developer: Page 5 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systeri,is Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75* L+0.75* (Lr or S or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(Lr or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 30.020 14.020 -12.830 0.770 M M M Edges I 30.020 14.020 -15.690 0.770 Q max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 80.830 37.760 -34.550 2.072 Edges 80.830 37.760 -42.240 2.072 Developer: Page 4 of 11 Date 11/6/2015 MS Version 2.0.34.0 _+IW mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 60.000 Ib/ftZ Shape factor C5= 0.646 Snow load-flat pr= 42.000 Ib/ftZ Snow load-sloped Ps= 27.140 Ib/ft2 Wind load Basic wind speed v= 125.00 mph Terrain category B:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 23.800 Ib/ftZ L Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 57.670 -64.078 Edges 57.670 -76.893 Dead load Module area AN,= 17.54 ftZ Modul weight GN,= 47.00 Ibs Dead load gm= 2.732 Ib/ftZ Developer: Page 3 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 54 ft 8.00 in Building width 31 ft 8.65 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 28° Rafter height 6.0 in Rafter spacing 18.0 in n. Q lg�$X21 h Developer: Page 2 of 11 Date 11/6/2015 MS Version 2.0.34.0 mounting systems Project Information Contact Name 4686509 Street address 56 Spruce Hill Ave City,State,ZIP Florence,MA,01062 Phone Email m u. Developer: Page 1 of 11 Date 11/6/2015 MS Version 2.0.34.0 DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant 'opens all ungrounded conductors N U Notes: SE6000A-US-U Inverter Specs: CEC Efficiency 97.5% ALL CONDUCTORS AC Operating Voltage 240V cn d Z Continuous Max Output 25A NN=Z SHALL BE COPPER DC MaximuminputCurrent 18A ��°o Solar Edge Optimizer Specs: m O P300 DC Input Power 30OW j DC Max Input Voltage 8-48V Design Conditions: DC Max Input Current 12.5A g DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 22 PV MODULES PER INVERTER=5720 WATTS STC Lowest Min.Mean Extreme DB -22.8°C VOC Temp coefficient V/°C Trina Solar TSM-260PD05.08 1 STRING OF 11 PV MODULES Short Circuit Current(Isc) 9.00A 1 STRING OF 11 PV MODULES System Specs: Open Circuit Voltage(Voc) 38.2V y p Operating Current(Imp) 8.50A Max DC Voltage 500V Operating Voltage(Vmp) 30.6V 0 „ Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A Max.DC Current per String 15A STC Rating(Pmax) 260W TF - . - - Nominal AC Current 25A Power Tolerance -0/+3% ' J __ "-Integral Revenue Grade Meter Compliant SOLAREDGE with ANSI C12.1-2008 L1 L2 N EXISTING P300 OPTIMIZERS -- ENTRANCE SUPPLY-SIDE 8 CONDUCTORS s OLARnDG u SOLAR TAP M RATED:60A g o a O � � ° ° o ,o NEC 705.12(A) o IN 0 U a S'remens#LNF222R I' W — — — 100A/240V UNFUSED Z to NEMA3 Siemens#LNF222R Z $OLAREDGE OR EQUIVALENT y .I Z IL V 0 0 0 = = DC SAFETY ^/ * 60AJ240V FUSED NEMA3 60A ll Q! u) SWITCH M OR EQUIVALENT W W 2 M W Z SOLAREDGE ¢ Q 3 P300 OPTIMIZERS 40A Z Z SHEET EXISTING NAME: 240V/1 25A AC w LOAD-CENTER -- — VISIBLE LOCKABLE M LOCKABLE 'KNIFE'AIC 0 'KNIFE'AJC ^ DISCONNECT 1 DISCONNECT _ SHEET L L L NUMBER: PV WIRE IN FREE AIR INTO THWN-21N 1"PVC CONDUIT, O MINIMUM 8 AWG CU WIRE(RATED 90 DEG C)IN 1"PVC O KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU CONDUIT. LL,L2,AND NEUTRAL;8 AWG GROUND WIRE.KEE 1 WIRE EACH(RATED 90 DEG C).6AWG BARE COPPER EGC UNDER 1.5%VOLTAGE DROP. OR 8AWG INSULATED COPPER EGC IN CONDUIT. W U a PV MODULE,TYP.MOUNT o N TO RAFTERS,PARALLEL a� Q�w WITH PLANE OF ROOF a .d =<:E L-FOOT WITH CONNECTION ® U Z VLL a�F- fn m� FLASHING WITH 3 WATERPROOF SEALANT 5 U MOUNTING ING Ua PV40 MID CLAMP DETAIL °� NOT TO SCALE 5'l 6"ox 4 1/2"MINIMUM 1/ f STAINLESS STEEL LAG SCREW TORQUE=1322 f1-Ibs. PV ARRAY TYP. ELEVATION ❑� i,17 ., NOT TO SCALE ® (LEVELING FOOT ON COMP MOUNT NOT TO SCALE END CLAMP DETAIL s.s NOT TO SCALE d 0 PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP N J FRAMING BELOW SHOWN ND CLAMP ' DASHED FOR CLARITY a m V I I I I I PHOTOVOLTAIC MODULE N I I I I I I END CLAMP y 2 I I I I I I I I I I I I 1 W m I I I I I I I I I I I PHOTOVOLTAIC MODULE Z _N I ( I I I I I I CANTILEVER=U3 L=PERMITTED SPACING � 7 U I I I I I I I I OR LESS z w W W to Y I W W Z 0] I I I I I I I I I I I I I a I I I I I I I I I I I I I I I I I I I I z z Z I I I I I I I I I I I I I I I I I I I I I SHEET I I I I I I NAME: I I I I I I I I I I I I ROOF FRAMING L-FOOT WITH MID CLAMP CONNECTION ❑ Z J 1 L-FOOT WITH CONNECTION = Q MID CLAMP PERMITTED LEVELING PV4.0 O LLJ FOOT SPACING 0 PORTRAITMODULES USING SHARED RMLS PV SYSTEM MOUNT DETAIL SHEET NUMBER: MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE o NOT TO SCALE N 56 Spruce Hill Ave, FI A 10 2 M U City of Northampton > JUNCTION BOX ATTACHED T _¢ ARRAY USING ECO HARDWARE TO Building Department KEEP JUNCTION BOX OFF ROOF Plan Review N 2 HIMNEY Z _ — — X12 Main Street _ _ W.o= Northampton, MA 01060 a I 1 m J I PV SYSTEM SIZE: I 7 5.72 kW DC I I I I I I I 1 I I o N OMP.SHINGLE m PLUMBING VENT(S J I I � o � 1 0 °' Oa (D U N F- LLI V STRING#1: Z ¢ I 11 MODULES Roof Section 1 '> M Z Roof Azimuth:167 N Roof Tilt:28 1 aw PV STRING#2.11 MODULES SHEET II - _ _ - - _ _ —J 1- _ _ _ NAME: L� Lij Z (22)Trina Solar TSM-260 PDO5.08 MODULE PV INTERCONNECTION POINT,INVERTER, T OF 1"PVC CONDUIT LOCKABLE DISCONNECT SWITCH, FROM JUNCTION BOX TO ELEC PANEL &UTILITY METER LOCATION SHEET TIE INTO METER#60049439 NUMBER: PV SYSTEM SITE PLAN °. SCALE: 3/32"= 1'-0" > Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 40 PSF = Live Load 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 'h" thick and mounted 4 '/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/i', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every third roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than three (3)spaces or 57"o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, ���OF ► Q ...� su • vii Scott E. Wyssling, P No 507 MA License No. 5 7 100,�9FGIST�p�` ess/ONA-E��' a ! • vivin 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi' UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling @vivintsolar.com November 06, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Bell Residence 56 Spruce Hill Ave, Florence MA S-4686509 5.72 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Section 1: Roof section is composed of 2x6 dimensional lumber at 19" on center with 1x8 collar ties every 38". The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 90 mph based on Exposure Category B and 28 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information e// Please Print Ley-ibly Name(Business/Organization/Individual): V;y i n-{- Sir/i -I J:;,e- - Address: 3 301 Iy • r ha r, V-5 q, v"NI w1 K 5,(4e' Soa City/State/Zip: Le-i L47—" Y d g 3 Phone#: gd Are you an employer?Check the appropriate box: Type of project(required): 1. D"I�am a employer with 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t E:] Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.E] Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees.[No workers' 13.0 Other comp.insurance required.] "Any applicant that checks box N1 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ,ry Insurance Company Name: crt t-� /`i e r c�h .i�.s r t r� �,c Gd! L-4 H C4 Policy#or Self-ins.Lic. #: V l t* S'0 y (�p U l y V Expiration Date: t (� Jam/ Z v!G Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. S nature• �� Date: Phone#: 'VU ( ` Z Z 1 — 6 K s ? 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.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: t SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150 Paodgette St U nit B—Clikopee. MA 01 22 03/25/2017 Add Expiration Date 413-331-0769 S;g ure Telephone 9.Registered Home Improvement Contractor. Not Applicable ❑ Vivint Solar Deyel"er/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving y 4500 Lehi_ UT 84043 7/21/2015 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(S)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House F-1 Addition F-1 Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [01 Decks [Q Siding[0] Other[a Brief Description of Proposed „ LW W�or : Installation of roof mounted photovoltaic so ar systems#of modulesof!5' �o M era io�xisting a roo a1'�'y1Yes f o Adding new be room_iYe 9 No' nK 1061 ' Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa. If New house and or addition to existing housing.complete the following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance, Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well„ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 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 1, Vivint Solar Developer 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 Savina Cervone Print Ve 1 Si ure of Owner/Agent Date Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information 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 Parkin g Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW © YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over i acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Departrnent use only ity of Northampton Status of Permit ilding Department Curb Cut/Drtveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability ort ampton, MA 01060 Two Sets of Structural Planes -5 7-1240 Fax 413-587-1272 Plot/Site Plans pESn.c eWWtFTC" p1 Other Specify PPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: koe- This section to be completed by office 56 6 c& klil' Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Vicki 5rl) c-brwp All A(" Name(Print) M es Telephone Signature 2.2 Authorized Anent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Nam rint) _ Current Mailing Address: 413-331-0769 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS 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=0 +2+3+4+5) Check Number .41Z(� This Section For Official Use Only Building ermit Number. Date 9 Issued- Signature Building Commissioner/Inspector of Buildings Date File#BP-2016-0680 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 56 SPRUCE HILL AVE MAP 22 PARCEL 026 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tvpeof Construction: INSTALL ROOF MOUNTED 5.72 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOJkMATION 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 Y s� - ..s- Signature of Building cial Date ffi 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. 56 SPRUCE HILL AVE BP-2016-0680 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 22-026 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0680 Project# JS-2016-001151 Est. Cost: $27648.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq.ft.): 14287.68 Owner: BELL VICKI A&RICHARD W RILEY Zoning: Applicant: VIVINT SOLAR DEVELOPER LLC AT: 56 SPRUCE HILL AVE Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON:11/19/2015 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 5.72 KW SOLAR ARRAY 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 11/19/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner