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18C-079 (5) 13152 Rail 1RFD Allowable Uolift Wind Force foln Rail Soon 70 80 90 100 110 130 150 170 200 240 300 380 480 65D 900 3.0 13152 Rail 33 13/52 Roll 4.0 13/52 Reif 4.5 13152 Rail 5.0 18/52 Ralf 5.5 13/52 Ralf 6.0 13152 Ralf 6.5 13/52 Rail 7.0 13152 Rail 7.5 13/52 Rail 8.0 13/S2 Rag 8.5 13152 Rail 9.0 13152 Rag 9.5 13/52 Rail 10.0 13/52 Rag 13/52 Rail iRFD Allowable Uplift Span(ft) Force(lb) 3.0 1764 3.5 1460 4.0 1243 4.5 1101 S.0 960 5.5 1 838 6.0 756 6.5 690 7.0 651 7.S 598 8.0 533 8.5 510 9.0 480 9.5 444 10.0 402 i I 13/52 Rail Tone 3 Span Chart Exposure Wind Ground Snow toad Speed 0 psf 30 psf 20 psf 30 ps P 40 psf SO psf 60 psf 70 psf 80 psf 90 psf 135 6-5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 310 5.5 5.5 5.5 5.5 SA 4.5 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 8 130 5.0 5.0 5.0 5.0 5.0 4.S 4.5 4.0 4.0 3.5 140 45 45 4.5 4.5 1 .5 1 4.5 4.5 4.0 4.0 3.5 ISO 4.0 4.0 4.0 4.0 j 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.01 4.0 4.0 4.0 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 sf 10 sf 20 psf 30 psf 40 sf SO sf 60 sf 70 sf 80 f 90 sf Exposure Wind Ground Snow toad Speed 0 sf 10 sf 20 sf 30 sf 40 psf 50 psf 60 sf 70 f 80 t 90 sf 5A 3S 3.5 Catlowy 3.5 160 3.0 1A_ 30 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 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 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 Zone 2 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 pst 20 psf 30 Psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf as 8.5 810 7.0 6.0 5.S 5.0 4.5 4.0 4.0 3.5 100 75 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 S.5 5.0 4.5 4.0 4.0 3.5 Category 120 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 8 130 6.0 6.0 6.0 5.5 S.0 4-5 4.5 4.0 4.0 3.5 140 S.S 5.5 5.5 1 5.5 5.0 4.5 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.S 4.0 4.0 3.5 160 5.0 s.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 Psf....-L. 30 psf 40 psf 50 psf 60 sf 70 sf 80 sf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 sf 90 sf 6S 660 55 SO. M 40 :" 3.5 3S Co 3:5 C 330 , ,a►0. 5.0 S.0' at fi 44 tY". 3 5 2a0 KS 4.5 • 4S„ f5 4 5 7' 3 5 150 4,0 4A 40 4.fl ?k0 ";4J} 40, i(! 3.5 _., n 1fi0 =4A 4 0 4.0 - 4 b` 40 4.0 . _°zt 3.S- 4'0 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 I 13/52 Rail irone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf SO psf 60 P5f 70 PSf 80 PSf 90 p5f 85 10.0 8.5 70 6.0i 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 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 Category r146 20 9.0 8.5 7.0 6.0! 5.5 5.0 4.5 4.0 4.0 3.5 B 30 8.0 810 7.0 6.0 5.5 510 4.5 4.0 4.0 3.5 0 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 50 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 0 7.0 7.0 6.5 6,0 5.5 5.0 4.5 1 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 1 50 psf 60 psf 70 sf 80 sf 90 psf Exposure Wind Ground Snow Load Speed 0 psF 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 1 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 S.0 4.5 410 4.0 3.5 110 74 7.5 7.0-: 6.0 :5 4` .. i.. . Category 120 7A 7.0 6.5 6.0 S.S S.0 4.S ,a,, 4.0 b. 35 D 130 6.5 6.5 L 6.5 60 S.S 5.0'" >4 5 `4 tl 3:5 140 6.0 6.0 ft0 . 5:5 ., Sa �4.5 . -4S -4.0 -44 35 150 5.5_ 5.5,,. S.S S;5 5c0 .. 4. 711 160 5.5 5.5 5.5 5.5 SA 4.5 . 4S ".. 4D ` _ 44.. _ 35 i i 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 I. 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 �i,owlr"C STRUCTURAL 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,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[CC-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, SK OF 4a PAUL K. ZACHER RUCTURAL y Paul Zacher,SE-President G 50100 o�sT� SONAL� &KF 6/30/2016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.9611960 P • 916.961.3965 • www.pzse.com 2/20/2015 Power Optimizer I SclarEdge i Feature highlights of SolarEdge Power optimizers: I • Per-module Maximum 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 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 I Contact i Subscribe i RSS Feeds I Terms&Conditions http://www.solaredge.us/groups/us/powerbox-power-optim izer 2I2 212012015 Power Optimizer I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA ♦v'wW Power Optimizer Inverter Monitoring Power Optimizer Recommend Share 99 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 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 ofdifferent 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: Pr&LisO fthg.Ad"n PwA*r Clagmili Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model Module Power Module Voc P300 S300W <48V P400 5400 W <80V P405 5405W <125V Download datasheet p-Sertea CummerckelPpe4x!`MftjWr Commercial solution connecting two modules per power optimizer !! Power Optimizer Model Module Power Module Voc i 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 =ee S ingle 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 SE10000A-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 to 206V 6000 8350 10800 @ 209V 12000 VA 5450 @240V 10950,@240V AC Output Voltage Min:Nom.-Max!11 ✓ 183-208-229 Vac AC Output Voltage Min.-Nom-Max"' J ✓ ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom.-Max-11) S9.3-60-60.5(with HI country setting 57-60-60.5) Hz 24 @ 208V 48 @ 208V Max.Continuous Output Current 12.5 16 25 32 47.5 A 21.@.240V 42 @,24pV_. GFDI 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Powert'( 3750 4750 6250 7500 9500 12400 14250 W {STC) .. .. .. ... ........... Transformer-less,Ungrounded Yes .Max:Input Voltage.......p........g. .. .. ._ 500 Vdt Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Currentlal 9 5 13 16.5 @ 208V 18 23 33 @ 208V 345 Adc 15,5 @ 240V ... ..@ ....... 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 98.3 983 98 98 98 `Yo CEC Weighted Efficiency 97.5 98 97 5 @ 208V 97.5 97.5 97 @ 208V 97 5 % 98,[D 240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 yet ADDITIONAL FEATURES Supported Communication Interfaces RS485,85232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI 012.1 Optional(" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installecilsl STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 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 f 8-3 AWG ... . .. .. ..... .. ... ... DC input conduit size/#of strings/ AWG range. .., , 3J4"minimum/1-2 strings/16»6 AWG 3/4"minimum/1-2 strings 114-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ 30 5 z 12.5 x 10.5/775 x 315 x 260 in/ glxwxp), . ­­­. .. _ 775.x.315.x172., -.. 775 x,315 x191 mm Weight with Safety Switch 51 2%23:2 I 54,7/24.7 88,4/40.1 lb/kg .. Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version available(6)) -F/.c Protection Rating NEMA 311 Iq For otlie r regional settings please contact SolarEdge support Ixi Limited to 125%for locations where the yearly average high temperature is above 777/75'[and to 135%far 1­0 it is belnw 7TF/2s'C For delailed information,refer to httk)li/wsvw.solartdee.us/flie5/odfs/inverter do ov mine gulde.pdl A higher current source maybe used;the inverter will limit its input current to the values stated I"Revenue grade inverter P/N:SExxxxA-U5000NNR2 ist Rapid shutdown kit P/N:5E1000-RSU-Sl lei-40 version P/N:SExxxxA-U500t1NNt14 SUf1SG`�Er' RoHS solar=ee SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US/ SE5000A-US/ SE6000A-US/ SE7600A-US/ SE1000OA-US/ SE1140OA-US ter 'cam Waot 1 r . • 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-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-TH E NETHERLANDS-ISRAEL www.sollaredge.us t so a r+ - @ o z SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 INPUT (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) Rated Input DC Powei lfl 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) ........ . MPPT Operating Range 8-48 8-80 12.5 105 Vdc I. Maximum Short Circuit Current(Isc) t0 Adc Maximum DC,Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted.Efficiency. 98.8 % Overvoltage Category If OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO 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 Pal Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1 class II safet U RoHS (...Yes ......YJ< L1741 . ............. 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 HJ 128 x 152 x 27.5/ 228 x 152 x 35/ 128 x 152 x 48/ Pxxx-5 series 5 x 5.97 x 1.08 5 x 5.97 x 1.37 I' S x 5.97 x 1.89 mm/in Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/17 930/2.05 930/2.OS gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compati ble Output Wire Length 0.95/3.0 i 1.2/3,9: m/h .. . .... Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating .Pxxx 2 series IP65/NEMA4 I.Pxxx-S series IP68/NEMA6P Relative .............Humidity 0-100 % nl Rated STC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING A SOLAREDGE INVERTERj2) SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length 25 25 (Power Optimizers) 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes 01 It s not allowed to mix 1`405 with P300/P400/P0001P700 in one string • solar=ee SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • • war 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 - ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us EXHIBIT `_ 41 STATE NOTICES AND a#SC1. 5URES A. OBTAINING PERMITS We shah obtain all necessary Pe,f rtts 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 REQU"REMENTS, 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. Notwithstan6ng anything to the contrary �n the Agreement, the contractor and homeowner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbetrat+on 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 6s not separately signed. VIVINT SOLAR DEVELOPER, L'L�C CUSTOMER(S): By Ponred Nam.. Brian Legg �-ed Name WILLIAM MOCK Salesperson No 114601 �,: ¢r-fed Nacre 3301 N Thanksgiving Way, Suite 500, Lehi, UT 84043 vivin• A rt @vivintsolar com I www.vivintsolarcom t. ( suppoPhone 877,404 4129 1 Fax 801 765 5758 RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT 12/08/2015 4724389 119 CUSTOMER INFORMATION William Mock (413) 348-9075 mock1540 @comcast.net Oes &C i V-1 PROPERTY INFORMATION 785 Bridge Rd Northampton ' MA 01060 OUR PROMISES TO YOU YOUR OBLIGATIONS DOCUMENTS THE AGREEMENT INCLUDES THE FOLLOWING DOCUMENTS� xfitol A Nf�t',t:o ,'n' mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 32 0 32 702-0207 MEC CS RH 40mm 0.000 Ibs 12 0 12 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 18 0 18 712-0136 Weeblug Alpha+pa 0.000 Ibs 11 0 11 807-0131 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 11 0 11 Total 157.555 Ibs m m v N f` d' !0 t _G Q Developer: Page 9 of 9 Date 11/23/2015 MS Version 2.0.34.0 14.00 ft rD - 3 3.34 ft 3.34 It =+ N W 0 GIB i I I I 12.24 ft 12.24 ft ! I 3.34 ft 3.34 ft L'I ! rD N• a O (D 7 N 0 3.00 It 14.00 It 3.00 ft w � o 0 Field F—I Edges Corner Alpha` s-4724389 CU v 0 0 °o 0 rD 0A XAttachment .0-r _ \ A \� splice C =1 i rt w C to A=GS 10/48 12 ft[5 ft 3.50 in] 8=GS 10/4812ft[5ft5.00in] i C=GS 10/4812ft[1Oft10.75in] u - A --- VA,t— v V y i C v v I A C 3.32 ft A I cn w < � NJ � V N 0 T W A O lD Alpha' s-4724389 mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 48.00 in Rail Description GS 10/48 m v N Moment of inertia Iz 0.16 in A4 Moment of inertia ly 0.24 in^4 M Resistance moment Wz 0.21 in"3 _a Resistance moment Wy 0.24 in^3 Q 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 36.9% 17.5% 0.0% 7.0 in 33.8 % Edges 36.9% 17.5% 0.0 in 33.8% Comer 36.9% 17.5% 0.0 in 33.8% 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 11/23/2015 MS Version 2.0.34.0 `W,qw- mounting systems Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 12 Modul weight 41.90 Ibs Module orientation Landscape Overall power output 3.1 kWp 9`t1.25in 10ft10.75in 18 ft 11,00 r Ift1.33in 0010 M zT N d. M L a a 16 ft 6.49 it 4 ft 2-93 in 1ft1.99in --- -- -- - Ift317in X 0(Yffi 72 in 9 ft 1.25 in 20`t 0 00 in Developer: Page 5 of 9 Date 11/23/2015 MS Version 2.0.34.0 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*(L,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 c0 m orthogonal parallel orthogonal parallel Field 19.210 9.370 -5.357 0.637 M z Edges ( 19.210 9.370 -11.280 0.637 q Corner I 19.210 9.370 -17.940 0.637 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 62.610 30.540 -17.460 2.075 Edges 62.610 30.540 -36.760 2.075 Corner 62.610 30.540 -58.470 2.075 Developer: Page 4 of 9 Date 11/23/2015 MS Version 2.0.34.0 `_"q '— j mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor CS= 0.677 Snow load -flat Pf= 28.000 Ib/ftZ Snow load-sloped Ps= 18.950 Ib/ftZ Wind load Basic wind speed v= 90.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions 00 having the size of single-family dwellings or larger. v Wind Gust Velocity Pressure q= 12.340 Ib/ftZ v �a s Roof areas C Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 20.106 -36.190 Edges 20.106 -68.359 Corner 20.106 -104.549 Dead load Module area Ati,= 17.65 ftZ Modul weight GN,= 41.90 Ibs Dead load gM= 2.421 Ib/ftZ Developer: Page 3 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 20 ft 0.00 in Building width 34 ft 0.05 in Building height 19 ft 8.22 in rn w Roof specifications I N n Roofing Composition shingle Rafter width 2.0 in �? Roof pitch 26° Rafter height 8.0 in Rafter spacing 16.0 in a �QI- ti 1g�8.ZZ+n -e -c Developer: Page 2 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems Project Information Project data Project description s-4724389 Contact Name s-4724389 Street address 785 Bridge Rd City,State,ZIP Northampton,MA 01060 Phone Email CO m M v N r\ 7 M s a a Developer: Page 1 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 76 0 76 702-0205 MEC CS RH 35mm 0.000 Ibs 20 0 20 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 68 0 68 712-0136 Weeblug Alpha+pa 0.000 Ibs 10 0 10 807-0131 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 0 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 14 0 14 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 8 0 8 706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 12 0 12 Total 323.122 Ibs m 00 m v N r L CL a Developer: Page 9 of 9 Date 11/23/2015 MS Version 2.0.34.0 `° 0 0 3 'D rD 0 (D 3 ,+ 1,J U� W "i CD Ln 58.51 ft 5.02 It Jill 5.02 ft 15.05 It 15.05 It 5.02 ft 4.51 vft 8. 1 kft 5.02 ft 5 5 ft ❑ Field 711 Edges ■ Comer Ln Ln (D O rD D N 00 P uj 0 CD Alpha' s-4724389 v 0 n O 0 a L'i cn O '_ -a r+ r _ w � UQ NJ N O N in I Attachment A LI I l l l l b l 1 splice A B A D A=GS 10148 16 ft A B A E =GS10/411 12ft[Oft8.61in, C=GS 10J48 12 ft[7 ft 4.23 in] A A I i I I I E I f I I D=GS 10/4812ft[10ft8.03in- s If E=GS 10/48 16 ft[14 ft 6.84 in] A B A C A B Al I I I C 2.71 ft to v ro N O 3 N O O — W A O lD Alpha' s-4724389 E mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max.suction load -816 Ibf Max. lateral load 677lbf fastener distance 48.00 in Rail Description GS 10/48 rn w m N Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in A4 t Resistance moment Wz 0.21 in^3 a Resistance moment Wy 0.24 in^3 c 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=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 30.6% 14.5% 0.0 % 13.3 in 28.0 % Edges 30.6 % 14.5% 0.0 % 13.3 in 28.0 % Comer 30.6 % 14.5% 0.0% 11.3 in 28.0 % 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 11/23/2015 MS Version 2.0.34.0 mounting systems Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TSM-260 PD05.08 Module width 39.1 in Module power 260.00 Watt Frame height 1.4 in Number of modules 39 Modul weight 41.01 Ibs Module orientation Portrait Overall power output 10.1 kWp m 00 m N t\ t 0 11.66 in 46 ft 4 50 in 20 ft 2.78 in M 25 ft 1.00 in 2ft 10.56ir Q 16 ft 4-38 it 5ft1006in 5 ft 10.06 it 00 M*87 in 57 ft 6.33 in Developer: Page 5 of 9 Date 11/23/2015 MS Version 2.0.34.0 ;-0 w mounting systems Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75* L+0.75* (L,orS 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/ft2] Roof area Pressure Pressure Suction Suction 000 orthogonal parallel orthogonal parallel N N Field 19.170 9.349 -5.383 0.624 t Edges I 19.170 9.349 -11.300 0.624 a Corner I 19.170 9.349 -17.970 0.624 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 51.900 25.310 -14.570 1.690 Edges 51.900 25.310 -30.610 1.690 Corner 51.900 25.310 -48.640 1.690 Developer: Page 4 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor CS= 0.677 Snow load-flat pr= 28.000 Ib/ft2 Snow load-sloped ps= 18.950 Ib/ft2 Wind load Basic wind speed v= 90.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions m cc having the size of single-family dwellings or larger. N Wind Gust Velocity Pressure q= 12.340 Ib/ft2 .c a Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 16.702 -30.063 Edges 16.702 -56.786 Corner 16.702 -86.849 Dead load Module area AM= 17.62 ft2 Modul weight Gti,= 41.01 Ibs Dead load gm= 2.373 Ib/ft2 Developer: Page 3 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 67 ft 6.33 in Building width 45 ft 1.07 in Building height 19 ft 8.22 in rn Roof specifications v N Roofing Composition shingle Rafter width 2.0 in v Roof pitch 26* Rafter height 6.0 in Rafter spacing 16.0 in a -c O � D� Developer: Page 2 of 9 Date 11/23/2015 MS Version 2.0.34.0 mounting systems Project Information Project data Project description s-4724389 Contact Name s-4724389 Street address 785 Bridge Rd City,State,ZIP Northampton,MA 01060 Phone Email m m v N n d' to f6 s a a Developer: Page 1 of 9 Date 11/23/2015 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 V o C Notes: SE10000A-US-U Inverter Spec: CEC Efficiency 97.5% �M W ALL CONDUCTORS AC Operating Voltage 240V N=oZ Continuous Max Output 42A ,E,Z SHALL BE COPPER DC MaximuminputCurrent 30.5A Y�eo U Za Solar Edge Optimizer Specs: o P300 DC Input Power 30OW 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: 51 PV MODULES PER INVERTER=13260 WATTS STC Lowest Min.Mean Extreme DB -22.8°C 1 STRING OF 18 PV MODULES VOC Temp coefficient V/eC Short Solar t Current Short Circuit Current(Isc) 9.00A 1 STRING OF 16 PV MODULES OF 17 PV MODULES System Specs: Open Circuit Voltage p) 38.2V 1 STRING _ _ y p Operating Current(Imp) 8.50A Max DC Voltage 500V Operating Voltage(Vmp) 30.6V ", ED M � e e i� 1e Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A *""• Max.DC Current per String 15A STC Rating(Pmax) 260W � Nominal AC Current 47.5A Power Tolerance -0/+3% * J o o =_ __ *-Integral Revenue Grade Meter Compliant with ANSI C12.1-2008 L1 L2 N EXISTING SOLAREDGE a P300 OPTIMIZERS — ENTRANCE SUPPLY-SIDE CONDUCTORS a ,o SOLAREDGE SOLAR TAP M RATED:200A o a SE100DDA-US-U ED � 0 0 0 1fi 16 INVERTER NEC 705.12(A) N D- U a Siemens#NF222R I_ III _ 100AI240V UNFUSED j Q + — — — — NEMA3 Siemens#LNF222R SOLAREDGE OR EQUIVALENT 50A/240V FUSED NEMA3 > Z W O DC SAFETY M�K OR EQUIVALENT 200A W W 2 m SWITCH J Z SOLAREDGE _ P300 OPTIMIZERS Z Z p 60A -- SHEET EXISTING NAME: e e e 1s 17 1 240V/200A AC Lu - - — — — — LOAD-CENTER � (9 VISIBLE LOCKABLE M _ LOCKABLE 'KNIFE'AIC C _ ^ 'KNIFE'AIC DISCONNECT o J DISCONNECT 3 it SHEET SOLAREDGE J J NUMBER: P300 OPTIMIZERS PV WIRE IN FREE AIR INTO THWN-2 IN 1"PVC CONDUIT. FDROP. AWG CU WIRE(RATED 90 DEG C)IN 1-1/4"EMT 0 O KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU MINIMUM 4 AWG CU WIRE(RATED 90 DEG C)IN 1-1/4"PVC SIDE AND PVC CONDUIT OUTSIDE. AND 1 WIRE EACH(RATED 90 DEC C).6AWG BARE COPPER EGC O CONDUIT.POSITIVE,NEGATIVE;B AWG GROUND WIRE. 3 AWG GROUND WIRE.KEEP UNDER 1.5%VOLTAGE W OR BAWG INSULATED COPPER EGC IN CONDUIT, KEEP UNDER 1.5%VOLTAGE DROP. 0 0 oo U N PV MODULE,TYP.MOUNT o� TO RAFTERS,PARALLEL <w WITH PLANE OF ROOF a `o= tm L-FOOT WITH CONNECTION N Ix m E Z H Z FLASHING WITH r t= 3 MOUNTING WATERPROOF SEALANT (� Z OU PV4.0 DETAIL MID CLAMP DETAIL ..:......•; J NOT TO SCALE _ _ 5/16'014 12"MINIMUM STAINLESS STEEL LAG SCREW TORQUE=1332 ft-Ibs 4� PV ARRAY TYP. ELEVATION NOT TO SCALE ® (LEVELING FOOT ON COMP MOUNT NOT TO SCALE END CLAMP DETAIL NOT TO SCALE +rte m w PERMITTED LEVELING L-FOOT WITH CONNECTION cr FOOT SPACING N END CLAMP J O1 N J FRAMING BELOW SHOWN END CLAMP DASHED FOR CLARITY n PHOTOVOLTAIC MODULE L m I I I I I Pva.o cr N a0 � END CLAMP O _ I I I I I I I I I I I I I F- W M I I I I I I I I I I I I PHOTOVOLTAIC MODULE Z C N I 1 1 t I I t I CANTILEVER=U3 L=PERMITTED SPACING _ J I 1 OR LESS VER FV U K NF J-M=OUTPUT > Z W c� � xco I I I I I I I I I I I I I w z t I I I I I I I aa �' 3 I I I I I I I I I I I I ai a, y I I 1 1 I I 1 1 I I ?I Z z o I I I I I I I I I SHEET I I I I I I NAME: I 1 I I I I I I I ROOF FRAMING t co L-FOOT WITH MID CLAMP 1 I I I CONNECTION ~ J L-FOOT WITH CONNECTION Z Q PERMITTED LEVELING PV4,0 O Lu MID CLAMP FOOT SPACING C W G Q PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE NUMBER: BE NOT TO SCALE CL " PV SYSTEM SIZE: 785 Bri ge o ampton MA 1060 13.26 kW DC c N City of Northampton V INTERCONNECTION POINT,INVERTER, ¢w Building Department LOCKABLE DISCONNECT SWITCH, "Cn m� plan Review a UTILITY METER LOCATION o TIE INTO METER#40027221 m E 212 Main Street 00'OF 1"PVC CONDUIT �^_ Northampton, MA 01 OW FROM JUNCTION BOX TO ELEC PANEL Z U a JUNCTION BOX ATTACHED TO 0 ARRAY USING ECO HARDWARE TO KEEP JUNCTION BOX OFF ROOF I I I � I o i I � o 0 i I J O N 0 7 fh G1 5 ° � � o - � (0 ft U y r w Z uj > Z u U V STRING#3: V STRING#2: V STRING#1: oof Section 2 5 tY U) Y 17 MODULES 16 MODULES 18 MODULES Roof Azimuth:176 J w w Z LOOF VENT(S) Roof Till:26 ¢ 7 COMP.SHINGLE oof Section 1 ?I z Roof Azimuth:176 SHEET Roof Tilt:26 NAME: 51)Jinko JKM260P-60 MODULES W Q � J SHEET NUMBER: PV SYSTEM SITE PLAN °. SCALE: 1/16"= 1'-0" a Page 2 of 2 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 26 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. B. Loading Criteria 10 PSF= Dead Load (roofing/framing) 40 PSF= Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF C. 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 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 1/2", is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1 and 2): 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 and the structural upgrades installed, 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, -,itk Of 10 � y s SLIN VIL Scott E. Wyssling, P No 5507 MA License No. 5 7 A90A 9F sTEP`` Fss/ONA�LNG vivint. vivant. 3303 North Thanksgiving Way, suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scoff.wysslingr7a vivintsolar.com November 25, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Mock Residence 785 Bridge Rd, Northampton MA S-4724389 13.26 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 32" 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. • Roof Section 2: Roof section is composed of 2x10 dimensional lumber at 16"on center 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. Approved Structural Upgrade Options 1. Knee wall or Purlin constructed of either 2 x 4's or 2 x 6's with a top and bottom plate attached to the rafters and attics joists respectively, shall be placed in the attic within 12" of a load bearing wall below the attic. If a purlin is utilized the maximum permitted angle shall be 45 degrees. 2. Full length sister rafter shall be installed from the ridge to the exterior wall same size as the existing rafter. The sistered rafter shall be nailed with 12 penny nails in a staggered pattern every 18". One splice in the new rafter may be permitted if metal plates are installed on both sides of the rafter with 3/8" carriage bolts. Minimum of 2 bolts are required on both sides of the butt joint. Based on the span of the existing rafters for roof section 1, a structural upgrade is required to strengthen the roof system. The method to be used shall be determined by the Licensed Construction Supervisor (CSL) under my direction and based on actual field conditions such as access to the attic and location of load bearing walls. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction ■ i r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Lezibly Name(Business/Organization/Individual): y�y i rt-f- Sy f'a�"� 17-"e- - Address: -3301 Iy • h,4 rn IUS q, V`N q L✓.r K 5 u e S—o c City/State/Zip: L•e��k, 7-" q Y y Lf 3 Phone#: �W 1 - 77-1 - � K S Y Are you an employer?Check the appropriate box: Type of project(required): 1.Eg I am a employer with 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. $ 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-❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers' comp. c. 152, §](4),and we have no 12.❑ Roof repairs insurance required.]+ employees. [No workers' 13.❑Other comp•insurance required.] *Any applicant that checks box NI 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 their workers'comp,policy information. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: r61- A m e r- �h -Y s N r t �,c+� Gs O 41 n C Policy#or Self-in-s.Lic.#: VN/1r S f9 r1 � U / �U ( Expiration Date: I l� 1 /�G Job Site Address: / l City/State/Zip: Pv4 Attach a copy of the workers' compensi4on 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. 1do hereby certify under thepains andpenalties ofperjury that the information provided above is true and correct. Signature: / �-�� Date: Phone M Cd'G 2- 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 UM 13 o ee MA 01 22 03/25/2017 Addre Expiration Date 413-331-0769 Sig ure Telephone 9 Reallstered Home Improvement Contractor. Not Applicable ❑ Vivint Solar Developer/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving way#500 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(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... O No...... ❑ 11. - Home Owner Exemation 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 [--J Replacement Windows Alteration(s) Roofing Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [C] Siding[❑] Other[❑] Brief Description of Proposed t S .-L b K 1 W kpInstallllation of roof mounted photovoltaic hotovoltaic s lar s terns#of modules n A eritl'on�oe`Jtisting be3C�om �rYes )n o e Adding new�obe r� �_vsGre� N hGnk Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga. 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 Pr' Name Idl q1t5 i ure of dht 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 Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain,a brook, body of water or wetlands? NO O DONT KNOW © YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O 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 1 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. Department use only City of Northampton Status of Permit 10 Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability DEPT.OP W—DING INSPECTIONS Room 100 Water/Well Availability NORTHAMPTON MA 01 OW Northampton, MA 01060 Two Sets of Structural Mans 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 Prooertv Address: This section to be completed by office 7 5 rfl�" 3e �� Map Lot Unit �o r I_hcxryP CCC7, o-iA Zone Overlay District T Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: /I ("')ill l l o no �CK Name(Print) Curet ail d Telephone Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Nam Print} Current Mailing Address: 413-331-0769 y4Ar.. rne4 zWAJQ-1 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 d I (b)Estimated Total Cost of F� Construction from 6 3 Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection 6, Total =(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number-. Is Issued: Signature Building Commissioner/Inspector of Buildings Date File#BP-2016-0777 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 785 BRIDGE RD MAP 18C PARCEL 079 001 ZONE URB000)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 13.26 KW SOLAR ARRAY Q New Construction Non Structural interior renovations Addition to Existing Accessory Structure Z lik ert BuildinV,Plans Included: Owner/Statement or License 070940 1 v 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICA ION BASED ON IN OR 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 enrol' ' Signature of Building O cia 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. 785 BRIDGE RD BP-2016-0777 GIs#: COMMONWEALTH OF MASSACHUSETTS MM:Block: 18C-079 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0777 Project# JS-2016-001316 Est. Cost: $29172.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(ss . ft.): 20995.92 Owner: MOCK WILLIAM D&ALFRED J ALBANO JR TRUSTEES Zoning. URB(100)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 785 BRIDGE RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUPD ON.1211412015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 13.26 KW SOLAR ARRAY - structural repair per engineering required 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: F eeTvpe: Date Paid: Amount: Building 12/14/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner