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12C-027 13/52 Rag IRFDAgowable Uplift Wind Fora(Olt) Rail Soon(M 70 so 90 100 110 1 130 ISO 170 200 1 240 300 380 480 1 650 900 3.0 13/52 Rail 3S 13/52 Rag 4.0 13/52 Rail 45 13/52 Rag 5.0 13/52 Rall 5.5 13/52 Rag 6.0 1 13/52 Rtli 6.5 13152 Rag 7.0 13152 Rail 7.5 13/52 Rag 8.0 13/52 Rag 85 13/52 Rail 9.0 13/52 Rag 95 ]3/52 Rail 10.0 33152 Rag 13/52 Rog IRFD Allowable Uplift Span Ift) Force(ib) 3.0 1764 3.S 1480 4.0 1243 4 5 1101 5.0 960 SS 838 6.0 756 6.5 690 7.0 651 7.5 596 8.0 533 8.5 510 9.0 480 9.S 444 10.0 402 �I 13/52 Rail tone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 sf 10 sf 20 psf 304 40 psf 50 sf 60 psf 70 sf 80 f 90 psf 85 6S 6.5 6.5 6.01 5.5 S.0 4.5 4.0 4.0 3.5 100 6.0 6.0 6.0 5.5 5.0 4.5 4.S 4.0 4.0 3.5 110 5.5 5.5 5.5 SS S.0 4S 4.5 4.0 4.0 3.5 Category 120 5.0 5.0 5.0 5.0 5.0 4.5 4.S 4.0 4.0 3.5 B 130 5.0 S.0 1 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 4.5 45 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 1 4.0 4.0 CO 4.0 4.0 1 4.0 3.5 160 4.0 4.0 4.0 1 4.0' 4.0 40 4.0 -4.0 1 4.0 3.5 Exposure Wind Ground Snow Load S ed 0 psf 10 sf 20 f 30 p 40 sf 50 sf 60 70 sf LLi�ML 80psf 90 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 p# 40 psf 50 psf 60 psf 70 psf 80 pst 90 psf D` 3S 3.5 �' 3S - z 3.5 3A 30 ' 3 4 .7, ..3.0. 3.0 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 Oft f. Roof pitch Is between 7 degree and 27 degree g. Maximum solar panel weight is 60 Ibs 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 maxinoum 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 13/52 Rail Zone 25 an Chart 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 85 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 33 Category 120 6.5 6.5 6.s 5.5 5.0 5.0 4.5 4.0 ko 3.5 6 130 6.0 6.0 6.0 5.5 S.0 4S 43 4.0 4.0 3.5 140 5.5 5.5 5.5 55 5.0 4.5 4.s 4.0 1 4.0 - 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 1 4.5 4.0 4.0 3 5 160 5.0 5.0 5.0 5.0 5.0 4.5 4.5 40 4.0 3.5 Expowre Wind Gro�Snow Load Spee d 0 sf 10 psf 20 psf 30 psf 40 0 psf 60 sf 70 psf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 f 60 psf 70 psf 80 psf 90 psf 6S.' 6 5�,n° i.6 _ _ SA"', 4S_ „ 4 4 0 '' 3.5.. 3110 GO ; .f.0 5,5 # . �, :3.5 S.S :' & :° z . : 54 5r0 .:.:° SA-f3 5 SA ':45 46 :rte Is n .-4.$ RS 4: 1 4A 35 140 .,. .'4S 4S `. AS _4.5 .f_ 41- 45, 4S .r. ,- 4.0". 3.5 35d; 4. 4~0 40 m_ 40 4.0 ., ' . 4:A. �4:ff...� 'm 4.0' 3.5 160 44'. '. 4.0 4.0 4.0 1 4.0 1 4;0 4.0 4:0.''" . `4.0' 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 60 Ibs h. Height of solar panel is between 2"and 10"to roof I. Defiection 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 13/52 Rail Z'ne 1 Span Chart [Category xposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 sf 80 psf 90 psf 85 10.0 8.5 7.0 6.0 515 5.0 4.5 4.0 4.0 3.5 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 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 3.5 120 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 6.5 6.0 S.5 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 1 4.5 1 4.0 1 4.0 35 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 ps 40 psf I 50 p5f 60 psf 70 psf 80 sf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 os 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 9.0 8.5 7,0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 8.5 8.0 7.0 6.0 5.5 3.0 4.5 4,0 4.0 35 110 7-5 7,5 '; 7.0 0 4.Q a 35_ _._ Category 120 7.0 7.0. 6.5. 6A . 3 5 :S.Q ,s 45 ,. 4 0 _ 4A D 130 6.5 5.5 6.5� '6.0 ' 'S X50 .. 4Q`" �t0 `. 3.5 140 6.0 6.0 w S-S" 5:0 #5 "4 5 ,.;4.0 41 3.5 150 SS 5.5 53 " 531 4.0 t 4A 3.5. 160 5.5 5.5 1 5.5 1 5.5 1 5.0 1 5 .1 4S j 44 A9 . ,.;.315 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 L 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 w STRU(TURALENGINEERS 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,end 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. 13/52 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, PAUL K. IACHER RUCTURAL Paul Zacher,SE-President No.50100 GJSTE 'rSbNALE FJCP 6/70!`2016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 * www.pzse.com 2/20!2015 Power Optimizer SolarEdge Feature highlights of SolarEdge Power optimizers: • Per-module Maximum Power Point Tracking(MPPT) • Superior efficiency(99.5%peak efficiency,98.8%weighted hted 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 and firefighter safety • Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.®All Rights Reserved Careers l Contact l Subscribe l RSS Feeds l Terms&Conditions http://www.solarecige.us/groups/us/powerbox-power-optimizer 2/2 2/2012015 Power Optimizer i SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA Ad Ad A" eese� �..4ww r,.a... Power Optimizer Inverter Monitoring Power Optimizer R.ecommond share is 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 equipped with the unique SafeDCTm feature which automatically shuts down modules'DC voltage whenever the inverter orgrid poweris 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 avaiable: P12rims 1t oWls Add-On Power ODUMizers Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model Module Power Module Voc P300 5300W� � <48V P400 5400W <80V P405 s405W <125V Download datasheet III P-Series Commercial Power Outbnlzer Commercial solution connecting two modules per power optimizer Power Optimizer Model Module Power Module Voc P600 15600W= _ <96V P700 5700W` <125V `Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http:/ANww.solaredge.us/groups/us/powerbox-power-optimizer 1/2 I solar=ee Single Ph se Inverters for North America AW SE3000A-US/SE38 OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380DA-US SESOOOAjUS SE6000A-US SE760DA-US SE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000�240V 5400 @ 2 8V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA 5450 C&21av io95o.@zaov AC Output Voltage Min:Nom.-MaxPl ✓ 183-208-229 Vac AC Output Voltage Min:Nom-Max!`i , ✓ ✓ ✓ 211-240-264 Vac AC Fre uenc Min.-Nom:Max.w 5932-0-24.5(with HI country setting 57;60-60.5) Hz IIMax.Continuous Output Current 12.5 16 QV ! GFDI 25 I 32 f 42�.240V I 47'5 A II 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT _ _ _. Recommended Max.DC Powert'i.. .. .. ... ISM 3750 4750 6250 7500 9500 12400 14250 W ........... Transformer-less,Ungrounded Yes . . ..... ..... M . ax,Input Voltage 500 Vdc Nam.DC Input Voltage 325 208V/350 240V Vdc 16.5 @ 208V 33 @ 208V Max.Input Currentul 95 13 18 23 34.5 Adc .......... 30.5�.240V 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 98.3 98 98 98 % CEC Weighted Efficiency 97-5 98 97 5 @ 2018V 97.5 97.5 97 @ 208V 97S % 98. 240 d 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,'RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optional"' Rapid Shutdown—NEC 2014 690.12 Functionality enabled)when SolarEdge rapid shutdown kit is installedtsl STANDARD COMPLIANCE Safety UL17141,UL1699B,UL1998,CSA22.2 Grid Connection Standards IEEE1547 Emissions FCC part l5 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ AWG 3/4"minimum 1-2 strip -6 AWG 3/4"minimum 1-2 strings/14-6 AWG h y. .'5x1.......J.../.. ......x/1 ...2-5 ...... / g Dimensions with Safety Switch 30.5 x 12.5 x 7 37 ' 12.5 x 7.5/ 30 5 x 12.5 x 10.5/775 x 315 x 260 in/ Weight.Dwith Safety Switch 7751 2/23.272 775'x 315 x 191 mro .. . . ... ...y......... :?/za.7 sB.4/ao.1 Ib/kg Cooling Natural Convection Fans(userrePlaceable) . .... .. . .. ......l.. Noise <25 <50 dBA Min.-Max.Operating Temperature Range. -13 to+140/-,25 to+60(-40 to+60 version available0)) F/'C Protection Rating NEMA 3R lu For other regional settings please contact SolarEdge support pl Limited to 125%for locations where the yearly average high temperature is ahnve 77"F/75'C and to 13576 fW locations where rt u below 77"yS'C For detailed infori ahon,miertohtto,ilwvzw.soUmdee.usJf)leapdfs/inverter do oversizing auks tcif l+i A higher current source maybe used;the inverter will limit its input current to the values stated IO Revenue grade inverter PIN:SExatuA-USOOONNRZ pi Rapid shutdown kit P/N:SE1000-RSD-51 -40 version P/N:SE—A-USOOONNU4 SUftSt?Et R • I solar - . . • SolarEdge Single Phase Inverters For North America SE3000A-US/ SE380OA-US/ SE5000A-US/SE6000A-US/ SE7600A-US/ SE1000OA-US/SE1140OA-US • • 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-G ERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-T'HE NETHERLANDS-ISRAEL www.solaredge.us 'I so I a r - • • ze SolarEdge Power optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-call modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Power(') 300 400 405 W Absolute Maximum Input Voltage ' (Voc at lowest temperature) 48 80 125 Vdc MPPT Operating.Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 Adc ...... . . Maximum DC Input Current 12.5 Adc Maximum Efficiency 99,5 % Weighted Efficiency. 98.8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED T9 OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 1 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 Port15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1 c 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 iS9 mm/in Pxxx-5 series Dimensions(W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ mm/in 5 x 5.97 x 1.08 5.0.97.0.37........ S x 5.97 x 1.89 . .... Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 9'30'/' 30/2.05 930/2.05 gr/lb Input Connector MC4 Compatible ....... Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 1.213:91 3:9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating Pxxx 2 series IP65/NEMA4 Pxxx-5.series IP68/NEMA6P Relative Humidity 0-100 % r'I Rated STC 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 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations of It is not allowed to mix P405 with 1`300/1P4001P6001P700 in one string 71 • solar - • • SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • • wact�'M 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 - I1ALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us EXHIBIT B— CHUSETTS STATE NOTICES 6ND DISCLOSURES A. OBTAINING PERMITS. We shall obtain all necessary permits for the installation and operation of the System. Homeowners who secure their own permits shall be excluded from the state guaranty funds. B. OUR LICENSES. HOME IMPROVEMENT CONTRACTORS ARE REQUIRED TO BE REGISTERED WITH THE DIRECTOR OF THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION. FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CONTACT THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION: TEN PARK PLAZA, SUITE 5170, BOSTON, MA 02116, 617.973.8700 OR 888,283.3757, C. ARBITRATION. Notwithstanding anything to the contrary in the Agreement, the contractor and homeowner hereby mutually agree in advance that in the event th at the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in M.G.L. c. 142A. NOTICE: 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. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): By. By. Printed Name, Douglas Yates Printed Name, Joan Payne Saiesperson No.. 76974 ------ By. Printed Name. 3301 N Thanksgiving Way, Suite 500, Lehi, UT 84043 vivintf s- o a r support@vivintsolar.com I www.vivintsolar.com Phone: 877.404,4129 1 Fax 801.765.5758 RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT 't+IN dAT I si Kvq,��,4u A-A'[jper kWhj 12/05/2015 4749023 119 CUSTOMER INFORMATION Ix-,* Joan Payne (413) 923-8918 jcdpayne@comcast.net PR0,N;Ty OVNL4 Des&0 Qe5 ovo PROPERTY INFORMATION 54 Burncolt Rd, Florence Hampshire MA "01062 OUR PROMISES TO YOU YOUR OBLIGATIONS DOCUMENTS THE AGREEMENT INCLUDES THE FOLLOWING DOCUMENTS: • Power Purchase Agreement, including'. • Exhibit A Notice of Cancellation • Exhibit B State Notices and Disclosures • the Customer Packet, and • the Work Order(s) mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 56 0 56 702-0207 MEC CS RH 40mm 0.000 Ibs 16 0 16 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 10 0 10 712-0136 Weeblug Alpha+pa 0.000 Ibs 8 0 8 807-0131 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-Bol 0.000 Ibs 0 0 0 800-1089 BR 10/48 CS;12ft 13.623 Ibs 8 0 8 800-1085 BR 10148 CS;16ft 13.623 Ibs 2 0 2 706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 2 0 2 Total 150.559 Ibs co s a 4 Developer: Page 9 of 9 Date 12/15/2015 MS Version 2.0.34.0 00 3 1 C _ N � :3 U1 Nv�( O Ln Ut 50.00 ft 3.26 R I l l l l l l l l l l l l l l l l l l l l l l l 3.26 R Ililllllll l l l l l l l l l l l l l f -'T- T--'T--�h--'T-�-'�--#-�- 1.27 ft _ 1 T __ 1 14444+ 1 1 1 __ 7.27 ft -- — -- 3.26 ft � 3.26 ft ID0 ft 5D.D0 It 3.00 ft E:1 Field rl Edges 0 Corner G rp � O (D N 00 O W A 0 O l0 Alpha' Q) (D l7 fD O �� K � o r 4� N � 3 N t„ G va N O r tr � D E I I I I I I I I I I I I I I I I I I I I I I I I I 0 shment L � ( I I I I I I I I I I I I 1 1 1 1 d l Dl 1 1 1 1 1 4 A=GS 10148 12 It[5 It 3.50 in] B=GS 10148 12 ft 15 It 5.00 In] C=GS 10/48 12 ft[10 It 10.75 In- 3.31 ft D=GS 10/48 16 It E=GS 10/4812ft[0ft4.49in] 'o 1n a C CM ID O O 7 N O W A O lD Alpha' mounting systems Configuration Fastener capacity Description L-foot Timm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 16.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 CL Resistance moment Wy 0.24 in^3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection',under load (% A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 4.2% 0.7% 4.5 in 12.2% Edges 4.2% 0.7 % 0.0 in 12.2 % Comer 4.5% 0.7% 0.0 in 13.1 % 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. Developer: Page 6 of 9 Date 12/15/2015 MS Version 2.0.34.0 mounting systems Module field layout Module manufacturer Jinko Module length 65.0 in Module type JKM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 9 Modul weight 41.90 Ibs Module orientation Landscape Overall power output 2.3 kWp m s CL 4 w. u ai19 SJ i Developer: Page 5 of 9 Date 12/15/2015 MS Version 2.0.34.0 ` 161WWw mounting systems 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*(L,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 20.870 8.859 -6.885 0.569 �o s Edges I 20.870 8.859 -14.200 0.569 °' Corner I 20.870 8.859 -22.420 0.569 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 67.850 28.800 -22.380 1.850 Edges 67.850 28.800 -46.150 1.850 Corner 67.850 28.800 -72.890 1.850 Developer: Page 4 of 9 Date 12/15/2015 MS Version 2.0.34.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ftZ Shape factor C,= 0.723 Snow load-flat Pf= 28.000 Ib/ftZ Snow load-sloped ps= 20.250 Ib/ftZ Wind load Basic wind speed v= 100.00 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= 15.230 Ib/ftZ t C. Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.758 -44.565 Edges 24.758 -84.178 Corner 24.758 -128.743 Dead load Module area Ati,= 17.60 ftZ Modul weight GN,= 41.90 Ibs Dead load gm= 2.427 Ib/ftZ Developer: Page 3 of 9 Date 12/15/2015 MS Version 2.0.34.0 `,4WE mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 56 ft 0.00 in Building width 25 ft 4.52 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 23° Rafter height 6.0 in Rafter spacing 16.0 in c a •c I � o- h I c I', 'L ti Developer: Page 2 of 9 Date 12/15/2015 MS Version 2.0.34.0 s mounting systems Project Information Contact Name 4749023 Street address 54 Burncolt Rd, City,State,ZIP Florence,MA,01062 Phone Email s CL Q °f � i f i Developer: Page 1 of 9 Date 12/15/2015 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 U C A Notes: SE380OA-US-U Inverter Specs: CEC Efficiency 98% fnQ ALL CONDUCTORS AC Operating Voltage 240V Q Egz Continuous Max Output 16A m-2 Z SHALL BE COPPER DC Maximum Input Current 13A (D .2 Solar Edge Optimizer Specs: a CU P300 DC Input Power 300W DC Max Input Voltage 8-48V Design Conditions: DC Max Input Current 12.5A DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 9 PV MODULES PER INVERTER=2340 WATTS STC Lowest Min.Mean Extreme DB -22.8°C 1 STRING OF 9 PV MODULES VOC Temp coefficient V/°C Jinko JKM260P-60 Short Circuit Current(Isc) 9.11A Open Circuit Voltage(Voc) 37.8V o System Specs: Operating CUrrent{#np} _ 8.4 Max DC Voltage 500V Operating Voltage(Vmp) 30.7V C a 0 0' 8 9 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A +� Max.DC Current per String 15A STC Rating(Pmax) 260W /� o Nominal AC Current 16A Power Tolerance -0/+3% •r' _ Integral Revenue Grade Meter Compliant SOLAREDGE with ANSI C12.1-2008 P300 OPTIMIZERS L1 L2 N SOLAREDGE SE3800A-US-U g m o v INVERTER vO f K U Si°me #LNF222R Z M = SOLAREDGE 30N240V UNFUSED 200A Z j DC SAFETV ti * NEMA3 >Z w SWITCH M OREQUIVALENT It U) y W W Z 0] Q K 20A Z Z p EXISTING SHEET 240V/200A AC NAME: iL LOAD-CENTER ? 1 VISIBLE WITH 1-2 POLE 20A M KN FE 11C ^ SOLAR BREAKER 2 DISCONNECT L SHEET NUMBER: 0 PV WIRE IN FREE AIR INTO THWN-2 IN 1"PVC CONDUIT. KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU O MINIMUM 10 AWG CU WIRE(RATED 90 DEG C)IN 1"PVC 1 WIRE EACH(RATED 90 DEG C).6AWG BARE COPPER EGC CONDUIT.LI,L2,AND NEUTRAL;8 AWG GROUND WIRE.KEE � OR 8AWG INSULATED COPPER EGC IN CONDUIT. UNDER 1.5%VOLTAGE DROP. LU s U rn PV MODULE,TYP.MOUNT O c m TO RAFTERS,PARALLEL fn ¢� WITH PLANE OF ROOF o o L-FOOT WITH CONNECTION m C O= FLASHING WITH LL 0 WATERPROOF SEALANT U¢ 3 MOUNTING PV4.0 DETAIL MID CLAMP DETAIL a T! STAI.NLE F- NOT TO SCALE 4 111"MINIMUM SS STEEL LAG SCREW =13t2 R-Ibs. e v.�-.^w•rc 4W PV ARRAY TYP. ELEVATION LED 0 0 NOT TO SCALE ® LEVELING FOOT ON COMP MOUNT r rl NOT TO SCALE END CLAMP DETAIL •ar NOT TO SCALE m w PERMITTED LEVELING L-FOOT WITH CONNECTION rn FOOT SPACING J END CLAMP m N V J FRAMING BELOW SHOWN ND CLAMP ' DASHED FOR CLARITY V e 1 I I I PHOTOVOLTAIC MODU LE pV4.0 Of � I I I I I I END CLAMP V) = y I I I I I I I I I I I I I F- W I 1 I I 1 1 I I I I I I PHOTOVOLTAIC MODULE I I I I I I I I I I CANTILEVER=L/3 L=PERMITTED SPACING j Z y OR LESS I I I I I I I I ul LU z M W J Z m J J V Z I I I I I I I I I I I I I I I I I I I I U)NAME:y J I 1 I I I I I I I I I I ? SHEET ? z o I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I ROOF FRAMING U) H J_ I L-1 OT WITH MID CLAMP I I I I i CONNECTION e L-FOOT WITH CONNECTION Z Q PERMITTED LEVELING PV4.0 o I,LI MID CLAMP FOOT SPACING L PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET NUMBER: NOT TO SCALE MODULES IN PORTRAIT/LANDSCAPE ° It NOT TO SCALE > a m z 0 0 wm wm m m o� A C o(n m Z O U)it °o g O DO IN-M tNa C(U .50 40,O N� n 2 3 O m v U) x z 0 m co D C r m C/) � OD I. m o � O O m D Z Z m r m z n INSTALLER:VIVINT SOLAR ' " Payne Residence INSTALLER NUMBER:1.877,4044129 / P V 2.0 m m m ROOF A m ~ MA LICENSE:MAHIC m PLAN 170848 FbrenBcenMA01062 DRAWN BY:KA S-4749023 Last Modified:12/15 015 UTILITY ACCOUNT NUMBER:90693-16015 �w 1—l—,e6 City of Northampton �� Q worwRepartment _ - - v p, plan fwv 'V 212 Main Street :2 Northampton, � hampton, MA 01060 o I 1 s�� Z I �m�� „Z etal —0 I I C LL¢ JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO I PLUMBING VENT(S) KEEP JUNCTION BOX OFF ROOF 1 I C! I PV SYSTEM SIZE: 2.34 kW DC 80'OF 1"PVC CONDUIT I I FROM JUNCTION BOX TO ELEC PANEL 1 I +f I Roof Section 1 N Roof Azimuth:175 n PV INTERCONNECTION POINT,INVERTER, Roof TiH:23 LOCKABLE DISCONNECT SWITCH, &UTILITY METER LOCATION I c TIE INTO METER#63331904 OMP.SHINGLE 1 (9)Jinko JKM260P-60 MODULE 1 J I V STRING#1: I t 9 MODULES I w \\--CHIMNEY a I II uj U N Z m Q I I > z I W W W m I Z H H � 54 Burncolt Rd„ Florence MA 01062 SHEET NAME: L—————————————————————————— W Z - — J SHEET NUMBER: PV SYSTEM SITE PLAN °. SCALE: 3/32"= 1'-0" a Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 40 PSF = Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardwarEO 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 '/2'thick and mounted 4 1/2'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 '/2", 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 fourth 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 four (4) spaces or 64"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 it you require further information do not hesitate to contact me. V truly yours, ��N OF s y .�� SUN VIL Scott E. Wyssling, P No SD507 MA License No. 5 7 O9oF9FC/STEA FSS/pNAI�N6 Vivant. 41 0 vivin t 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 December 16, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Payne Residence 54 Burncolt Rd, Florence MA S-4749023 2.34 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 16" on center with 2x4 collar ties every 48" and a single layer of roofing. 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 23 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. ■ • ' ® DATE(MMIDD/YYYY) ACCC)II CERTIFICATE OF LIABILITY INSURANCE 10/31/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME'ME: MARSH USA INC. 122517TH STREET,SUITE 1300 AIC No Ext: FAX No): DENVER,CO 80202-5534 E-MAIL Attn:Denver.certrequest @marsh.com,Fax:212.948.4381 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# 462738-STND-GAWUE-14-15 INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc: Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 3301 North Thanksgiving Way INSURER D: Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002455551-03 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DCDIYYYY MM DDY� LIMITS LTR A GENERAL LIABILITY 14PKGWE00274 11/01/2014 11101/2015 EACH OCCURRENCE $ 1,000,000 X DAMAGE T RENTED 50,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE IT]OCCUR MED EXP(Any one person) $ 5,000 X $5,000 Ded.BI&PD PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY BAP509601500 11/01/2014 11i01/2015 EOadenSINGLELIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident A UMBRELLA LIAB X OCCUR 14EFXWE00088 11/01/2014 11101/2015 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ C WORKERS COMPENSATION WC509601300 11/01/2014 11101/2015 X wC STATU- OTH- B AND EMPLOYERS'LIABILITY WC509601400 11/01/2014 11101/2015 1,000,000 I ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? r NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ A Errors&Omissions& 14PKGWE00274 11/01/2014 11101/2015 LIMIT 1,000,000 Contractors Pollution DEDUCTIBLE 5,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe 1Jr• Beals-e- @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor. License: CS-070940 John AJalbert 591 ELM STREET WEST SPRINGFLf'E Expiration Commissioner 0=512017 +iIJF 61(,+ Mee of Consumer Ait;stlrs&Business RegalWas ME IMPROVEMENT CONTRACTOR Registration: MW Type Expiratlaw j4=16 Supplement VIVINT SOLAR DEVELOPER I.I.C. JOHN JAL.BERT 4931 NORTH 300 WEST PROVO,UT$4004 Undersecretary ISE110IG-ID99049 4W UC SalnD9ego I Extension INTERNATIONAL SAFETY EDUCATION INSTITUTE RSEII This card certifies that JOHN JA .BERT has completed a it?-Hour OSHA Hazard Recognition Training for the Construction Industry � � _•—� �f ��--- _ 01125/2014 Director Scott MacKay Traine':Taylor Sikes grad.Date. The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant information Please Print Leeibly Name(Business/Organization/Individual): Vivint Solar Developer, LLC Address:3301 North Thanksgiving Way,Suite 500 City/State/Zip:Lehi, LIT 84043 Phone#:801-377-9111 Are you an employer?Check the appropriate box: Type of project(required): 1.1 lam a employer with 214 4. ❑ I 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. 7. E] Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no Sol Installation employees. [No workers' 13.❑ Solar aon Other comp. insurance required.] *Any applicant that checks box#I 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:Zurich American Insurance Company _ Policy#or Self-ins. ��L,,iic.#:WC 5096013000/ Expiration Date:11//1/2015 Job Site Addresf�7.� r� 0 C'CY� ! d _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 11/4/2014 Sip-nature: ® G�-�---`-� Date: Phone#: 801-2296459 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150 Padeette St Unit B Chico nee. MA 0 1022 03/25/2017 AddreWl 011 Expiration Date //,/,/ IA�t� 413-331-0769 Sig re 7 Telephone 8.Realstered Home Improvement Contractor. Not Applicable ❑ Vivint Solar ,yelQper/,iohn A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way 9500 Lehi,UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) 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.CM 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 horde 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 b-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) El Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[C3] Brief Description of Proposed (� tt frrk: Installation of roof mounted Dhotovoltai solar systems#of modules �� Iteration existing bedroom m es 1 n o Adding�new bedroom�,v�e� . No W7 Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.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 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 i, 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 Si Owner/Agent Date JAN 1 2016 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: LL—R:_ F Rear Building Height Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page. and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservatibn Commission? Needs to be obtained 0 Obtained 0 ;,.Dote I;sued',; C. Do any signs exist on the property? YES 0 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 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,gradingj,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO '0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. i A Department use only --c"ity Of Northampton Status of Permit: E uildog Department Curb Cut/Driveway Permit 1 21�Main Street Sewer/Septic Aveilablllty u Boom 100 WaterlWell Availability Northampton, MA 01060 Two Sets of Structural Plans =' phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans : - Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Pro a Address: n�J This section to be completed by office r �f I� Map Lot Unit Fl o mn Cep ► M Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) J Curr n s Telephone Signature 2.2 Authorized Assent: Savina Celvone 150 Padgette St, Chicopee, MA 01022 Name(P' Current Mailing Address: AA_Q 413-331-0769 Signa Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only complete by ermit applicant 1. Building �k (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 s 6. Total=0 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0892 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 54 BURNCOLT RD MAP 12C PARCEL 027 001 ZONE RI(100)/URA(100)/WSP(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT 44 4 Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALLROOFMOUNTED2.34KW 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 INFOR ION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolitio a Sig ure o ui ing 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. 54 BURNCOLT RD BP-2016-0892 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:B►ock: 12C-027 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-2016-0892 Project# JS-2016-001509 Est. Cost: $5148.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 11630.52 Owner: PAYNEJOAN Zoning: RI(100)/URA(100)/WSP(100)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT. 54 BURNCOLT RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON.1/1112016 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLROOFMOUNTED2.34KW 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 1/11/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner