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36-238 R 13/52 Rail URFD Allowable Uplift Wind Form(pin Rail Span(111 70 80 90 100 110 L 130 150 1 170 200 1 240 300 380 480 650 900 3.6 13/52 Rail 13!52 Rail 3 5 13/52 Rall 4.0 13/52 Rall 4.5 5.0 13/52 Rall 5.5 13/52 Rail 640 13/52 gall 6.5 13/52 Rail 7.0 13/52 Raw 7.5 13/52 Rall 8.0 13/52 R&D 8.5 13/52 Rail 9.0 13/52 Roll 9.5 13/52 Rail 10.0 13/52 RaN 13/52 Rail LRFD Allowable Uplift Span(ft) Force(lb) 3.0 1764 3.5 1480 4.0 1143 4.5 1101 5.0 960 5.5 1 838 6.0 7S6 6.5 690 7.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 10.0 402 r 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 f 40 psf 50 psf 60 psf 70 psf 80 psf 90 PSf 85 6S 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.S 110 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Category 120 510 5.0 S.0 5.0 5.0 4.5 _4.5 4.0 4.0 3.5 8 130 5.0 1 5.0 1 5.0 S. 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 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Exposure Wind Ground Snow Load S eed 0 psf 10 sf 20 sf 30 psf 40 sf 50 sf 60 sf 70 sf 80 sf 90 sf Exposure Wind Ground Snow Load S eed 0 sf 10 Psf 20 0Sf 30 psf 40 psf 50 psf 66-p4- 0 sf 70 psf 80 Pst 90 psf 3S 3S y �W +A a t SIT 3A°'. . a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor perASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height Is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 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 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 R 13/52 Rail Zone 2 Span Chart Wind Ground Snow Load Exposure Seed 0 psf 10 pst 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 osf 90 psf 85 8.5 810 7.0 6.0 53 5.0 4.5 4.0 4.0 15 100 7.5 7.5 7.0 610 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 6.0 5.5 510 45 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 6 130 6.0 6.0 1 6.0 5.5 5.0 1 4.5 4.5 4.0 4.0 3.5 140 5.5 5.5 5.5 5.5 5.0 4.5 45 4.0 4.0 3.5 150 S.0 5.0 5.0 5.0 5.0 4.5 1 4.5 4.0 4.0 3.5 160 S.0 5.0 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 sf 20 psf 30 psf 40 psf 50 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 psf 60 psf 70 psf 80 psf 90 psf 35r5 3- 4.0 . 0 ;# 3.5 3.5 Catttgl►ry a5 Y u - _ . _340 `IRS 4,0 . ! :. 4.0 -Aa. . it, ti. 40 t�u.� ' 3S 160 4.0 , `; *0 40 4.4" 40 40` .. +1.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60lbs h. Height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 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 13/52 Rail Zone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf SO psf 60 psf 70 psf 80 psf 90 psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.S 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 120 9.0 8.5 7.0 6.0 5.5 5.0 45 4.0 4.0 3.5 8 130 8.0 1 8.0 7.0 6.0 5.5 5.0 45 4.0 4.0 3.5 140 7.5 7.5 5.5 6.0 5.5 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 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 sf 50 sf 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 70 psf 80 psf 90 psf 85 94 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 4.0 4.0 315 110 7 .S 7.0, .0 0 Category 120 7.0 7.4- 6.5 _6.0 55 SA .., ,. 35 D 130 1 5.5 1 6.5 6.5 6.0 140 1 6.0 1 6.0 6.0 5.5 5 0 'AV 315 154 S S 5..; -;," 5 .0 3 5 160 5.5 5.5 5.5 5.5 5.0 4.5 &C I 40_°. 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. Heightof solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 43 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 1, the span length applies to a seismic design category E or less M, Maximum cantilever is L/3 ur+iwwnrrruur rlwrurlut Oil STRUCTURAIENGINEERS 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, tµOF PAUL K. `4 TACH= RUCTURAL Zj No,50100 Paul Zacher,SE-President GIST� SSiONALE EXP 6/30/2016 8150 Sierra(ollege Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 2/20/2015 Power Optimizer I SolarEdge Feature highlights of SolarEdge Power optimizers: • 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 1 Subscribe 1 RSS Feeds 1 Terms$Conditions http:itwww.solaredge.us/groups/us/powerbox-power-optimizer 212 t 2/20/2015 Power Optimizer i SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA, I JA r.,aww AM AM Power Optimizer Inverter Monitoring Power Optimizer Recommend slmr° -_,e 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 juncfion 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 shut down. The MPPT per module allows for flexible installation design with multiple orientations,tilts and module types in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are available: P.-SeriH9 MOW@ Add S2tLeg"r Oottmizers Connected by installers to the PV module and compatible with a wide range of modules I Power Optimizer P Model Module Power Module Voc P300 5300W <48V P400 5400W <80V P405 1:5405W <125V Download datasheet P-Serles Commercial Power Qaft er Commercial solution connecting two modules per power optimizer x f Power Optimizer Model Module Power Module Voc P600 15600W* <96V t P700 5700W* <125V I Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http,/Avww.solaredge.us/groups/us/powerbox-power-optimizer 1/2 r Single Phase Inverters for North America solar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760DA-US SESOOOOA-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000. 1a 240V_ Max.AC Power Output 33110 4150 5400(a 208V 10800 @ 208V 6000 8350 12000 VA 5450 @240V 10950,(a1240V AC Output Voltage Min:Nom.-Max r'I ✓ 183-208-229 Vac AC Output Voltage Min.-Nam-Max,,, ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom.-MaxJi1 59.3-60-60.5(with HI country setting 57-60-60.5) H2 24 @ 208V 48 @ 208V Max.Continuous Output Current 12.5 16 25 32 47.5 A 21.@.240!! . .............. �.. ........ . .�. .a2 @,zaov... GFDI l A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Poweri" 3750 4750 6250 7500 9500 12400 14250 W Transformer-less,Ungrounded Yes Max;Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Current(31 9.5 13 16.5 @ 208V 18 23 33 @ 208V 345 Adc 15,5 240V 305„@ 240V Max:Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ki2 Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 983 98 98 98 `f'o 97 @ 208V CEC Weighted Efficiency 97.5 98 97 5 @ 208V 97.5 97.5 975 °/, 98..@.240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,R5232,Ethernet,2igBee(optional) Revenue Grade Data,ANSI C12.1 Optional(" Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(" STANDARD COMPLIANCE Safety UL1741,UL16998,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part 1.5 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG OC input conduit size/q of strings/ 3/4"minimum 1-2 strings 16-6 AWG 3/4"minimum 1-2 strings/14-6 AWG AWG range. ... .. / 8 / / Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x'12.5 x'7.5'/ 30 5 x 12.5 x 10.5/775 x 315 x 260 In/ (HxWxD), 775 x.315,x,172 775 x 315.x 191 rnrn Weight with Safety Switch 51.2123.2 ( 54.7/24.7 88,4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available(61) F/°C Range Protection Rating NEMA 311 Iq For other regional settings please contact Solarrdge support xl Limited to 125%for locadons where the yearly average ugh temperature is above 7TF/25 C and to 135%for 1-hons where it is below 77-F/2Sc For detailed mfonnahon,refer to hitud/www.sotamd1pe u°/fil /odf/in rt r dc yversizina aulde odf I'(A higher current source may be used;the inverter will limit its input current to the values stated °I Revenue grade inverter P/N:SExcsnA-USOOONNR2 tsl Rapid shutdown kit P/N:SE1000-RSO-51 lul-40 version P/N:SExvevA-US00nNNl14 Suf'SPEC solar=es • SolarEdge Single Phase Inverters For North America SE3000A-US/ SE380OA-US/ SE5000A-US/SE6000A-US/ SE7600A-US/ SE1000OA-US/ SE1140OA-US s , '12'25 •.e„e„��•I • 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-IAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us so I a r • @ @ SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 INPUT (for 60-cell modules) (for 72&96ce11 modules) (for thin film modules) Rated Input DC Powerttl 300 400 405 VV Absolute Maximum Input Voltage 48 Bt) (Voc at lowest tem erature) 125 Vdc MPPT Operating Range 8-48 8-80 12.5 105 Vdc Maximum Short Circuit Current(Isc) t0 Adc Maximum DC Input Current 12.5 Adc ......... Maximum Efficiency 99.5 y, Weighted.Efficiency 98,8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 1S Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optim¢er 1 Vdc STANDARD COMPLIANCE - - EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 - ... RHS o Yes _... INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in ... .................................. Dimensions(W x L x H) 128x152x27.5/ 128x152x35/ 128x152x48/ Pxxx-5 series 5 x 5.97 x 1.08 5 x 5.97 x 1.37 + 5 x 5.97 x 1.89 mm/in Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 I 930/2.05 I 930/2.05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible .. .............. ...... ......... Output Wire Length 0.95/3.0 1.2/3.9 m/ft ........ . ...... .... ... Operating Temperature e ' g.....p.rature Ran g..... .... .. .-40. -+85. / .-40-+185 'C/"F Protection Rating r Pxxx-2 series IP65/NEMA4 Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % "I Hated SIC power of the module Module of uP to+5%power tolerance allowed PV SYSTEM DESIGN USING A SOLAREDGE INVERTER"' SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes ''I It is not allowed to mix P405 with P300/P400/P600/P700 in one string • solar=@@ SolarEdge Power Optimizer Module Add-On For North America • P300 / P400 / P405 • •4. w' r n 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 II 1 ADOIIJ I F'N.AL TF:RNIS AND(ONIMFlor.' ?. 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S n 11 r t i y iti 11a ,I hi, A t III np!cani It+ N Iv Lhaimli ti- i pi"You d=i i ih t t l to a II t ,-t,r f a u,d i aagt I I o f f in,ter oi t It m I tut j rco"it .-iltenrnnns-. td!'l ati1 a a..,r;?I�t"t d old I pmt mt „nr.hot- ic.at r ecet fir I_,tF.e,mz r ,�stl to re it,I c r,a 5,st, 1,it Nf, Itt,1 T",elnr the System •.o=h , Y itI p t. a le Lm e if, ,'- s f ra ms ii Iii !, I Pout t"opc0l piu it in ; Ut n i4 and I, lit, daf,ulac,to F r If,pcn, or a id 1 r'y salon; t iol" lit rvotcl the S,-,e.a L r Ihr c otrac.nr ( D'I"mlt -w.lt i ld h crirn it r 1 t r f ( no. t. t u, tai 'n ( m rte: 1 tl- '1 n� -.�rrt I t 1!oI n t.amm,other-iron I t suant to the n Ill Intl ail d u f ,f n.,ur tl actin [ he Sy t i �f, t c 0i'(LI 1<vltaA01I S n i la, a alt 'tots-It pay to l th Datlell .or rti tt I t at i It. ,a - t ii itan i A,d nd to ,a .par I isnn.fi, Ih DfauG t'l etii h)L.l�.aa anl unequal t< "',en Dollars fS 7tsar tti� t t I ,I I I s t. �,r! I I.p t r ', th mi ut I s. A )u t dl tit Irma-I I u;licct I t tction I pore n 0 p +c r(�.c;.m t tr 20 the uatl I Yon a t;r.0 h n Al I -ci n l r..y Ti-�.rs'l th Bi Dello,It Po,n)m ilI h I. 1,L ut in tall Il phs app, allc tas YOU t�.ree nr. a ll,ur t al cr c al i tP i,rl i nc t t t n t t I e of a that the Imauh i t r,�t 1 tt u C,"is th r-Ifu t if lit 5, tcm uu.,in he c t: if a n , i tl . :. i tl a ',tint n - .i cl l inner (tetorler tact a t, s d 1 r1�.a cut i ❑ ,i JIG 1 una cs and I e:that,We to i,, r,ul m i n at f I h \1i n a. {I Y t sill I.,y ut rrs-s o k tiG, Y m p.it it xl c U at ll Pavment,We ,,nil ran,hr n,n n"hip of the ;u> d m >r a i a ❑t I m.�. I? jet r c n} S a-r '�)YOU 0 n-n A 41 ace] h t'S. _.corn I a 0, -.I p t m >,t r Snt rti hat he 14 FFIritIN MON I rrni,na on h,1,61G,-. W ma, It our of 11 r Linn. ¢:rl ill ,11 111111L c ell! 11 p�.l,i , u. i, i li i o(h' Ic..hip oI [ unnLa,d A rum nt a Ifprf r ill tnG fn-S -i e Dart upon defilorl 4 llnuIll i!,, th,Lt ht f mm,l,ull q1t,- t ui F III,ill t �c.;w -a - lit':,(u I(ncr 1),l fait With a m (1p) I l t:n hat t h Sv.rcn rti i ,d;ill n Yi all .iy O ouiclatd part,and i s fti r i a u lu,", 1 Ii lire n m n1Ci h o t ndcr h r nst n.11:ch L�'o t h e :Ill ) hat vA to t oli a'11", n Iz at L o t t S'acne I(c S sl.cn tr o terr d q ,.it Under 5 croon Sc.don I lr can 11 %k G",it t ihr 1 Meer a rti a} , t fn S i I I)¢:. th I Z h all b r cry Il fl is to Tema",tits S}stt.m rd. ! .'e all o flop prne,r<auons 1� Ill e lion Icaks. if We r�lr bw t to I it .w le.,orOtlill I f c ILIC pi Ill! alit T,....)I,j,Iawcd 1 t u, wirrmtolic, tilts I, �Owentl e ,rah' hme no :l hahohly to Y:at. that 0111 p i fib it I r , �t hT i!i f t ,t una 'L po n(out (i)T.,1 nit❑m t i t ch Yu I n u.trmiutic Ihi l anent(11 pursuant ro the icy i t F >h aun,I,, yid r I a(ii it'll q p -till, a Iument other' vas of°time Nof 'of(all �,lli(rlt i u uLum a Srllcr Dclault. dolt rti lt to-r etc 'IT�.:S .hla n an, credit,, tau nct ni ail',ancc,,or 15.SlSI LNI SFIL IDO VC, (al S1l t,Yiatdotcn. In addition to O iii Ft to strut ceruli v s lei n tfihtltt,1 ell 'n..t 1a, I to,i S,lent PH {uu>,y. or d wn the S, tern iur Ina cIsnce 1l ally.Trttl<o,crt the`iyStetn it IA cas'u.tahly .m nua ncroal a mHut- ihcr'ot t-.,dl 1.I dy; th 'S) rm Interest",); (Ii) :my Ldicce that I r)p t-t con i IIIS or uu to of pusus nu the I rope rty elifch arc not TC,rfi s -u rco a ton:net t u; Ie•mrnrs, d )I of d e mend rc(ulnd ht, under(fur unuot,l,hett r pr not'lndet'Your Control,mu,, uttcrlerc torh th.,sett: the[t It,�and fm) n, do i rut.iwces a to„v1 kit i,w f r i ( muter t iu the a)tntti w o the Stt,rcrn l.Sufetr.S'ltrrtdmen Du!'itrr IGe pcndenci, of a Satiety ti;sun udtiy,ic )II..,°a Dill, Noll . F u h pn tit,rots! U. �r(II S�ntdt,^n. F iu ,all pay ,111w Slitldo,in Pa}m nt. fI°Ilroperic Vacaicd. In'hc Yaa n once any p `•inn Or Ilut 'j,'`P'. 911 Ill, ) C'91 It ill III Scxlrin (lit Your Lt,rot Ihal F t l locale'Yo I )heal t Jr auV(I)f rl(ad iA tune.ab, fCAal(of ail eN'eni that Via pen, IlUL all" tIC I),II)iC,I(InrlrllaS el'itt,U l,C:lnee th:ll IrIJ,,ll'ea etll is all a li)let.Y1oUc'UCe'Loa:r Sell('r i)CIJL[t1.YOU will C(i11It11L1t:rti�dS LS LOC all ilIC Qreou S-st.ni pena 1.i ,:'r u:Y if all c_tn i en acts n w(ta ae-,pen to the Fncrev pro IlJec I by mile �n. (i I Into,mn�,,u n 0',".loon. II ant r onnccuon "IC IT; ru-lailm I pint tI try not I i '! .toil .n .,Cr,silo 10C a Customer ilhltlte halt heeom + .li vale i Cur teal n -a-,al are nor ill a Force N1-alearc Dct i Ill uadcr�t uI n (:tl k ❑y or(i)c ms d by t 11 uteri I, Out arie,C,u ed action or onacuoll uch that the 10. S 11 F OF SOLAR ENERGY. i:, �alc of I Illclaim fl firm np s l h he In- Se�Icm is n. II J)r u,lr }aduu I tr a,of uans(er tl titricity[n Y,ry or to the Seal UI-c, We , II -.,ti a lnu and 1 11 il�bus f,"" I all ill the L acre, t tilits A"ru will pay (: tic Shill owe I-Am nt. (d)Shullll Pe,nteut. T'ic plot uc hl 1111 S hone. 1 We I I cmd r;,k t loss Ih ,txu )if Iaic"l shiall Umidonn Payment" h i geal the:um oT(a)paw uerus )i the I'nu e,c gill that "An'let Ill.in U u Y u It ill P um w i u flee Sy t in I. mete url tted IK Your You could huwc made i, as deserih d in Suu.0 .-1,liar,he Foe w anal would "'op li •n n I ,in„ Fn i G i u Ihr cyst)on -, l he ick r.d to You in hl,-been ntoduccd to ill S,slam -urine the pert( o(ihe,hut(lown:(n)the vtdue to cr+mpL m- ,a::!I Ill r,yufrclf,li 'ti Ill t nlitp. 'ill)P.,,L ento- Y,a �rcc that life I,of the iastem In rtrtl s iet W e w old hale re ef,eff„iih respect to the Fbo r,N obit tut t nr pal an amr un Iu 'ua i this A}.I ( t shill he oil„lute all([ that d,:Sost to,vuld h ht rrodu d t -lowing such shautnwn:and(ill)applicable una n ht onal.:ua hill ,,>I h t 6,u 4 all ah,eenI rti l td,c c unurciaim s.toll', alvCs. DClern➢n-.on of t 4-noun I tla rL�That,woidd ht- hero pro dlt..ed during ac`Ill1 nun or l it Y n 1 laud R i ..e That it tot, Ine, pi-able ill F ou the period(I the s-luau i v if ail he hosed(Aj dulinit the first year after the ills€rvrce I-uc a id;r shalt h lit'aSla in a t cells n 1u7'n u h, F I- IT, ud cS to+. I apt a< Uoo.on coon It d'G-1t; It oduellon.and i Ili ate•r the first year after the fn-Seiswe perrmit d by Cur A ut of(.aucOlxwn.You hct b,- t cc f l ri has You-n,,have n, Date,based on auuul opC I l i n of roc Svctem during dr same period in the pr,rious i:1[ r va e;i tl A_reem m ur n:v k acu eta x.c al he 4tiem,or a .rani a af. Wit shutdown.pdasu a n�wcutn 4,u this Se Lion iy •onunues tar one hundred ^n t Iatcr_;t in'he``v,tcn r I Lnn_n. ,n 0 li,ai m Dell, r WE IX Not and eight; (I`t0) days o �toigcr, llc may,. in Our sole discretion, terminate this WAR 2 3N f OR (;t,Ilk lY I LI-fH6 11,1Ot Imo(()f i? ((R(V i'i2U DU('EU RY i ferment and rcgmrC Yc�aj pay the f)Ctatitt Piemen-. 1 P SF Si FAn 11 R 4NY PlI 8101)OR iN'T COS l ,A\ ,GS WC arc I'll a uufity 1� FORCh,b1A,LITRI If You or We air unable to perfonn arae of the obligations 'r publa -,r,i, compan dill]do not uui ally o blaca )us of a utility or public under thin lgrremrnt bee lsq Of a F ac.Nlaiewe)=cent.wch of lretcd part,mill be ;ell, cam coy t u{.,p�y t n!r lrl_, r yuiromcnn are not subject to roue eXcuccd h,om rl h lecrr p -i larttt is if le ud by the I'tree Vajem'e F, nt r rruded 'ell 9t,all vI nt d aufl)olio Dui uic th• Iron Yo. under tat n that You may hat,be suspc psi m )f a a¢�fs_ation i.ill nu•rre,ner scope and(it'uo Iencrr duration rcr w c In(r rice( cots Iran tit S"rco n tc .eat it If You flood nn' such hart is regal d I. the F bfr_ieurr Lieut. '%glee 4t Beare Event",hall mean any ,td�iu n d n h:.n Y,�n.hall he si,k,, Icspdasiblc to a±:am such energy from the cNero Condition or ileum uKe beyond the cmllr(I of to of Pecicd pang which,by the Lail t i lour east. cr r e,ii du toll fight t-1,party cndd not iea.onohiy hate been expected to avoid, I L OWNLRSHIP OF SY ST1 NI (alt.1.1 O vuar,hip of e-tiy icg). l%c shall.fun m d'hicla 1,the cscrcise i illie di.i once such party without(cult attnhutahic to it is and hold 1 prorico,i ieht,i) S,sein ofd n Sl rem II cress You shall hale no un lute IO MCICOme,Mehl o-. bW n(il tirtu red to,action by a eoyernmrnt it authoritl. prop rt-Ill r.f II I,c Ss,t m u'ill,S,.tun Imerr t cm-pt tier it)the Fecrca that Ifle laihtre to act on the pa ( any go>rrnmc ltal authority or dl Utihtg or dderi that du S, (lo ncI acs ml(if) mr,.redid )r pa;rnen s t,a able under Your Ltilit}'.s .ouch action has been tun y •yucstcd and diligently pursued), I:ulure to obtain oa net una l ale Pi ran.tk,r d- Ell th at th Syst..m -er.•mtes. l ou aerie to kurp nt nnmin a I. :suit.lions t tent u'approval(provided h (such party has made the`` Cur and S u m Infer t,itu Inau.ill Iwo.a,l vmhranc.n 7b)I crsonal im I and teasonahie t. n•reut charts to nbt in and maintain the 'amt), labor firo Nature o I I S ohm. Vntwithst,mduic the nam ,iu ch,eh Ihr System t1 riot put .strike ecrk-,loP1 ,low I ,on I cka,ut,floral,Catthyuake..hrei lightning, udachut.o Y dull Ihit},rti I am lim,",f linte ba I. } i and W hcrehl acree that cin<,,epideml ,,oar,tern a .riot,tionomic sanction or calbargo civil dlsturhance, file S Strm and th Jysteno Ina t"ts shal ounam(lu ,le rson ll prnprrtc and shall tot oI god, onaw ailahiiit o elec.ucity from the htilih, equgnnen4 supplies or not I d emed or n arfct•rir d is;i"tistur or tiny p Ira it - "re apt,-,as those terms ppIoducts.pc,cot sir.'Atoll uI c eousc, hl : nicone other h an the affected pall,,or m.xv he 1 l 'I h rid hIlabl la It L It rdt r oc ed'i,u.di iI slallal:ion of ihr Arm m of eyu�.neral not a �r�by rn under the untn>I of th allc rcd parry S\saem h 11 pct he rCpau n del, ui a'ati on,coo cl,on, in(do nization of.or 1?.LIJIITA ION OF L. ILITY. You under Land that (t)We are not an insurer adds o r r to Yo ur!ntx,rly. t )t r w<,I 1 <, Y ru F t1m, rant R,Us-and lour of Your Propert}. I'rcesnn i mtx;rte, ur Ixrnuns! catty, per.m: I❑ or on Yoar •mpl v (,..it a I o fu"Lu r he"Ifo i a'cce -ant. ise Yt ur Propert, a'hat Prop ray;fho Fro tie,ol esponsihle for pro idin anyim ill m ,clth respect tom WY ma (1 n tall 1, tc,a t m uNaut ail System the o-, ,w the Trim,(Iii nt:arce F l ur Pao}}x f ad is u i .;Ic)the amount F u pal t'I Is i hosed e Non rile tour rt hts a, to the A±rcem x and the Svsw and { ) take ant odor action littl I Iloe t.❑c tul,Produ 1f•q time SN,Iern and not on the latu,of Your Property or n;;>ufl,hh Ili'sC ire m co neclinn with it uaIsuuetit i in st llati n, oper:rtiun, ft-contend;(d)tl .Sy step (m y nut al r tys operate prnprriy for various tcasrns;Ie)it mair.un uic rep ur nr rrnun il i Ihr ti} em. Chin ,-,I,Ls if ac ess rn Your is diilicuh t r d wmm�c rr once tar value nt they components ill'life wsm,n that Ihvp it,.hall col sGiutc o lit u c ouplcd uith an iIll - 3,hall be tnvue able till fm hi ix Ina ?r dcstroye 1(Mia System fails to olx rate properk:11}it is diffkuh to up t( ninety t Ill i lv after th F�Cement apiras a pre u c Us with time to remo,c J&,a,inc ill a Iw mce w�:t�pbrlion.if env,of env property loss,personal iniury ur tLc> tun a till ❑d f tf-^Tenn. !ill N tiles it» t"l tena( riershfp %,u authorize flat,would h praimLit,1'taused he Our tiaifure to,1),(mama.Our negfigencr,or u Vsia milk- tilro find o Im ,,idfiele,anl,�o,ernnl wl-, h)r i sa,mt,Ile taflurc oflhc Sy st"m.or t}i System ntstalluf Ion. nrces my r trre,id norm-,(I Oar ossnect tp in tFie S strn and tilt,S vtrm Ant l .-ts' NOTWITF IST.AN D I i ANY BREACH OF THIS AGREEMEN"1, and our r ht t' t „Your Iioperty. LpnI terminattti oI'th!s.AgICCmeut,each uch Illm gill b I ntinatad Y'u Ili, rand that tII S tcm hall be marked and ANY PAILI'RE OI T G SYS I E:R1, OR ANY NiiGl_IGI NT AC`C 12.Ate i Our xo)crty a )R LOSS (W HE PH FR THA[ CAt1SfD h.'Y iNIL`KY { 12n,fer IGVNIF�Tl&"pal this IL r a) F lRes.m fr ma isleir" s-II, all PROPERTY DAR-Ill PFRSON:V. INJURY OR DEATH) TO !ratter t n ,+bn)c or t❑ art)Chi. F rernent IGr Sw feu >r ilic Slst Inie e is ANYONE, WE A. �)t YOl_ AGREE TI LA"i, UNL6SS StlCH with,ua F t t r con e n.an{e ith out r nice. It such asst ncc rccs na w l,1ina tc asuune Our n its andcr this \ rcem nt W hill have no tuuh r 1;,"or I li,dti n tinder INJURY OR LOSS �R AS CAUISLD i3Y A PAR iY'S GROSS Bats.N t°ement ipcn till rftcunuicss of such assigmaent. (b)lean uer oI'f try)<,. NEGLIGF.NC"F, FI .�iD. OR WILI-FUL INJURY. SUCH Y,.0 .Fiala pn),at t with dun tu)).taw pri'r winten notice u a prop( ill ire PARTI"S L.IAE3[LI •ARISING OUT OF OR RELA"PING TO ,Inipi ale >f Y.ur Propertw this unilen notice hill include Ill, nan) rI the prop' d purchaser r traosi ice (`Prop<rm Transleree'"') and the proposed dare of PHIS AGRI I,R1EN' F1AL1. IN NO EVEN'P Ft.XC'ET;D THIS de(f trua..l 1. Y,a,till also pr wide a tv additional iiifor tction tc crdin f f-operty DFFAUI.T PAYR1E . YOU AND WF. AGREE THAT THiS Tr.Insfer e That W icasonabk rtyuest. Fou will icyu li'hat f-petli imstcree AMOUNT IS A FA �l EPRESENTATION OF THE DAMAGES a,ree n),riling,ith Ls that Pr ports Irtnsleree will a w e Yo ur obligatmns tinder ),H,41 YOU Ibis A�rcement Propert. T sn t r shall nt r:nto such reenl nt'm or beta'e ihr OR W'h PI CT TO INCUR IN 7 f'll C:.ASE OF ANY date Y our Pr)pent i st ld. AIlunatilely it Ik Iocnnmc'tat Pr f ill pr:tnsier^e is INJURY OR LOSS i,i F,UNDFR. pmt act(lu lcll ere Ittw)rthr I a amt Your o bf,prions off n �l: %greement,or NO CLAIM SHALE. I MADE BY YOU AGAINST U'S OR ANY Proper v Trmufelee r ftaw;to is,umc Y our ohii,utl0u, a der tills Agreement, We Copyc.ghtt 'U,.A9,Im 4,Lu Der,loncr.I-L(. -411 kie!,!.c lt:vcncd ! A4\11 r71rsa-Arc Mil,.=Zx, (i)any aspect of the relationship between You and Us,whether based in contract,tort,statute or any other legal theory;(ii)this Agreement or any other agreement concerning the subject matter hereof; (iii) any breach, default, or termination of this Agreement; and (iv)the interpretation,validity,or enforceability of this Agreement,including the determination of the scope or applicability of this Section 5(each,a "Dispute'). Prior to commencing arbitration,a party must first send a written"Notice of Dispute"via certified mail to the other party. The Notice of Dispute must describe the nature and basis for the Dispute and the relief sought. If You and We are unable to resolve the Dispute within thirty (30) days, then either party ma commence arbitration. The arbitration shall be administered by JAMS pursuant to its Streamlined Arbitration Rules and Procedures(available at: http://www.Jamsadr.com/rut.-streamlined-arbitration,the"JAMS Rules")and under the rules set forth in this Agreement. The arbitrator shall be bound by the terms of this Agreement. No matter the circumstances,the arbitrator shall not award punitive, special,exemplary, indirect,or consequential damages to either party. If You initiate arbitration, You shall be responsible to pa $250. All attorneys' tees,travel expenses,and other costs of the arbitration shall be borne by You and Us in accordance with the JAMS Rules and applicable law. The arbitration shall be conducted at a mutually agreeable location near Your Property. Judgment on an arbitration award may e entered in any court of competent jurisdiction. Nothing in this Section 5 shall preclude You or We from seeking provisional remedies in aid of arbitration from a court of competent jurisdiction. NOTICE:BY INITIALING IN THE SPACE BELOW YOU ARE AGREEING TO HAVE ANY DISPUTE ARISING OUT OF THE MATTERS INCLUDED IN THE"ARBITRATION OF DISPUTES"PROVISION DECIDED BY NEUTRAL ARBITRATION AS PROVIDED BY APPLICABLE LAW AND YOU ARE GIVING UP ANY RIGHTS YOU MIGHT POSSESS TO HAVE THE DISPUTE LITIGATED IN A COURT OR JURY TRIAL. BY INITIALING IN THE SPACE BELOW YOU ARE GIVING UP YOUR JUDICIAL RIGHTS TO DISCOVERY AND APPEAL. IF YOU REFUSE TO SUBMIT TO ARBITRATION AFTER AGREEING TO THIS PROVISION, YOU MAY BE COMPELLED TO ARBITRATE. YOUR AGREEMENT TO THIS ARBITRATION PROVISION IS VOLUNTARY. YOU HAVE READ AND UNDERSTAND THE FOREGOING AND AGREE TO SUBMIT DISPUTES ARISING OUT OF THE MATTERS INCLUDED IN THE"ARBITRATION OF DISPUTES"PROVISION TO NEUTRAL ARBITRATION. C"romsts tniiai.h V UWE AGREE TO ARBITRATION AND WAIVE THE RIGHT TO A JURY TRIAL: I� �> 6.NOTICE TO CUSTOMERS I K r II A. LIST OF DOCUMENTS TO BE INCORPORATED INTO THE CONTRACT: (i)this Agreement,(ii)the Additional Terms and ( Conditions,(iii)the Customer Packet,and(iv)the Work Order. These documents are expressly incorporated into this Agreement and apply to the relationship between You and Us. B. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE PEACE TO REMOVE GOODS INSTALLED UNDER THIS AGREEMENT. C. DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ ALL OF ITS PAGES. You acknowledge that You have read and received a l e gible copy of this Agreement,that We have signed the Agreement,and that You have read and received a legible copy of every document that We have signed during the negotiation. D. DO NOT SIGN THIS AGREEMENT IF THIS AGREEMENT CONTAINS ANY BLANK SPACES. You are entitled to a completely filled in copy of this Agreement,signed by both You and Us,before any work may be started. E. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE LATER OF: (1)MIDNIGHT OF THE THIRD (3RD)BUSINESS DAY AFTER THE TRANSACTION DATE,OR(11)THE START OF INSTALLATION OF THE SYSTEM. SEE THE NOTICE OF CANCELLATION BELOW FOR AN EXPLANATION OF THIS RIGHT. VIVINT SOLAR DEVELOPER,LLC CUSTOMER(S): By: By_ Aj Printed Name: Printed Name: GE Title: n By: Printed Name: 4 Y C I S Z� Transaction Date: Y1y 11� 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. -------------------------------------------------------------------------------------------------- NOTICE OF CANCELLATION Transaction Date: AR No.: YOU MAY CANCEL THIS TRANSACTION,WITHOUT ANY PENALTY OR OBLIGATION,WITHIN THREE(3)BUSINESS DAYS OF THE ABOVE DATE, OR (IF LATER) UNTIL THE START OF INSTALLATION OF THE SYSTM. IF YOU CANCEL,ANY PROPERTY TRADED IN,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,AND ANY NEGOTIABLE INSTRUMENT EXECUTED BY YOU WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL,YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE,IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED,ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE, OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY(20)DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION,YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO,THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE,OR SEND A TELEGRAM,TO VIVINT SOLAR DEVELOPER,LLC,AT 4931 N 300 W,PROVO,UT 84604 PRIOR TO THE LATER OF: (1)MIDNIGHT OF THE THIRD(3RD)BUSINESS DAY AFTER THE TRANSACTION DATE,OR(II)THE START OF INSTALLATION OF THE SYSTEM. 1 HEREBY CANCEL THIS TRANSACTION: Date: Customer's Signature: OF OF WMI!ATLti_ I VIR 111%S t PI Olt[-I'S. AtIF^Jl ti_ « : un t I rilm wd o, 1au,mdt OR ('ON1RA( FORC FOR A\} ',I'!( 1AL. 1 XLAIPL.ARY. 'I 1\i Ira U I(I F NL a 1zee, nt tie tdluunul Fenn, and 1\DlIZI l F iNC,1D! ` T;AL, IONSLO( t '.f!-A( OIZ ill \ITIV6 tn,.i die ( t cI h "V("A. 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TFIAT WF ARF REF 1 iNC, ON THIS 11 r d ition tl me r I �t ICnt tit r iunedl 3i`i �Hc an t h},r)ts n n hill he SL( IK)N' 1 AS A (O\DiIION \\I) IIIAFFRIA1. uu n• I t�i -esl,eel �nl 1 ICea t l I mt+ in lul'•h,thit i�ti meltlutr Fitt�d. iNi)1CI,A'lL\ffO1NTLRINTOTHISA( 'L1-3'IF{NI �.. IhuIl ,tvsi :prwlsreI : t nal Lrorcctll b1litl"Inth,:V. IS I\DE-NINIFWA FJON, lit the titlk� cstc nt eernu tad by l t 'rch poet u t h Ii lIcem d to h .:hm:t d ut,i he: 6e onl,t.e dell tr disc F nu,m a nt�r.nn v appin h! t appin:dhlC laVV; YOU her h)' agree to Indeml A', ado ittiC eS�)Cn5CS, mar � < nul in ona ,n murex and ht,ld hnm!ea (s and (> l aflili lRs t�irectorl. any o�ecs. mtrrpans tti li-, (k,lnnverl rs<h..11b de.ned a, anus[[tr tar nsuunuut. 3 art nts, coot ta(:mrS. .Ind Our ucces,oIS _Ind lS,i, s 1 : Im npnril, I fe t:ylt;nt (ill lit 1'pol j Sti ll n5tilule tln , i_i n:il ft,r echo 8 ..(otcred Pau»e'} from ,ut) and all LFIUC pa rh [,brim>. rCt udts. cost xpeusc s l rc!udm r�,on thle att<a s Ices and e )arses). nil t Ip 1 na (,yu.s:n},i ddria"cs, hahlhlles. ellarties. loses,obh �t ins. mjaries�t�e.nan((s hm t n;�rvtd 7 r,�rdin t „r�.dm tµ ,a httq e�IF and hens of tm kind of nature In connecut with,arisim_out of,or d,rlo> u1 I>i 1` 1 r,❑:lh- d aril}in n,lc n.ot1 ,r rapt e Icd in t u ) 1 ,ea I L.d 4,�,�e rr nlea.c t or anl�Dl put�relsun' t m arising ti)t,ny ua�;Iclatcc.io Iii four hrcach oFt.hls ,�rcenlent.or(iil Your ne,I arc< or lIdiful mt conduct: ucirGrr/ laI Your 29.PRES REEN AND OP'I Ol!T \OTIC'F;. FLIES nc3 uin ticd,ion t hligations ureter tilt, Sa tt �)_I S hall not apply if 'PRE:. IV T) U rF F ( ED RFD ON the h rill ur d lnt,a that i, the basis lot alit third panV Clain-, INFORNIIATFON N' YOUR C'RFDIT RGPORF 1\UFC':111NG omunwd mvile(mc b!O I ampkn=,or acct:,seas n Your f toperrs i 1FAT YOU A1L1 4 I;RIAIN CAI"I FRIA "11115 Of FF'R IS No I- and Sti h h trm O 1 un l C e as 901AT causal V the t..u,,te mo mec (t1.,-AT"1 HID '(OC I)O NOT ti LIX OLT CRiTF W, 1F or ee ll;kll it)ISCOfIdUO,of such cmplovee of ag nt. YOU DO ''O'1' V AwT TO RFC'E.IVL PR L:SUZLI;VE D OFFF-RS 19.St RROGAFION. You agrc to relen Lill Coecred Pt(sorrs OI ('REDIC FR( 1 (.S,AND OFHLIZ COMPAWS, CALL THL Ilom am claims of anti pa lies �untg Ihr.nt, t 'Your aluhorit,, or in ('ON.SL\1LR RFf t*11N(t A(3l NC IFS TOLL-FREE:. (888) 507- Yo tr n,tlno- utcll as Your insu,it ee comp ley. ,nd You 'three To ti88;Oh to RI'T'F. F;XPFRI AN OPT OL;T,P.O BOX 919 ALLEN. defend La n lit st am such claim YOl ACiRf L TO NO-FJI At FX 75013, it J6'UXION NAME REMOVAL OPTION, P.O. YOL R tNSL72\NCF UOMPANY OF THFS 1 L F ASL BOX 50> WOOL V1 N, PA 190 4 LQUII°AX OPTIONiS, P.O. '_Q. kNUNDAILVIS AND NNAI%ERS Iris Ag...r nt.:e, a �,he runcudcd or BOX 740123.ATE �vTA.(;A 30374013?. I i I ► i i I ' � I tt enC}nFh In;Vie int xJ..r h•.-I�.pr[.I.t.Ali It.h.l<-ser,-,.� Mivl'..........I',PPA tl,, � I 3301 N.Thanksgiving Way,Ste.500,Lehi,UT 84043 Employer Identification No.: 80-0756438 vwi tit. so I a rrM Phone:(877)404-4129 Fax:(801)765-5758 Massachusetts HIC License No.: 170848 E-Mail: support(4,.vivintsolar.com n 0�� www.vivintsolar.com AR No.: L RESIDENTIAL POWER PURCHASE AGREEMENT This RESIDENTIAL POWER PURCHASE AGREEMENT(this"Agreement")is entered into b and between VIVINT SOLAR DEVELOPER,LLC,a Delaware limited liability company("We","Us","Our")and the undersigned Customer s)("You", `Your"),as of the Transaction Date set forth below. Full Name no-cc wrr, Full Name rr';r.�'i. ca,u Customer(s): Pr p,m 0—e, o-r-, o.�� C" 4 ( Property owner 13 2.e❑ns q✓ f e' 5 z.CZri Telephone No.: p (p 3 O(D I E-Mail: f Gl 5 ZCZ 0-C.; , Property Street Address: (( Address: City,County,State.7,ip: r Qj 0 1.SERVICES A. DESIGN AND INSTALLATION. We will design,install,service and maintain a solar photovoltaic system on Your Property,which will include all solar panels,inverters,meters,and other components(collectively,the"System"),as further described in the Customer Packet and the Work Order that We will provide to You hereafter. All material portions of the System will be installed by Our employed technicians and electricians,and not subcontractors. With Your cooperation, We will (i)design, install and connect the System in material compliance with all applicable laws; (n)complete all required nspections;and(iii)obtain all required certifications and permits. In order to design a S stem that meets Your needs,You agree that We may obtain Your electrical usage history from Your electric utility(the"Utility")and You shall provide Us with copies of Your Utility bills as We may reasonably request. Other than the activation fee described in Section 1.B,We will design and installthe System cost to You B. ACTIVATION. You agree to pay Us a one-time activation fee in the amount of$ bVe will interconnect the System with the Utility,and cause the System to generate energy measured in kilowatt hours ("kWh") (the"Ener Installation of the System generally takes one day and is anticipated to begin and be substantially complete between two(2)and six(6)weeks hereafter. C. OWNERSHIP OF SYSTEM. We shall own the System as Our sole personal property. You will have no property interest in the System. D. OPERATIONS AND MAINTENANCE. We will operate and maintain the System(i)at Our sole cost and expense;(it)in good condition;and(iii)in material compliance with all applicable laws and permits and the Utility's requirements. E. INSURANCE. We carry commercial general liability insurance,workers'compensation insurance,and proper ttyy insurance on the System. For more information concerning Our insurance,and to obtain a copy of Our certificate of insurance,please visit: www.vivintsolar.com/insurance. 2.TERM PRICE PAYMENTS,AND FINANCIAL DISCLOSURES A. ENERGY PRICE. For all Energy produced by the System,You shall pay Us$0. W5 per kWh(the"Energy Price'),plus applicable taxes. The Energy Price shall increase each year by two and nine-tenths percent(229 o). A Mod faith estimate of the System output,measured m kilowatt hours, will be pprovidcd to You in the Customer Packet. THIS AGREEMENT IS FOR THE SALE OF ENERGY BY US TO YOU AND NOT FOR THE SALE OF A SOLAR ENERGY DEVICE. B. TERM. This Agreement shall be effective as of the Transaction Date and continue until the twentieth(20`^)anniversary of the In-Service Date(the iI "Term"). The"In-Service Date"shall be the first day after all of the following have been achieved: (i)the System has been installed and is capable of generating Energy, a all permits necessary to o erate the System have been obtained.("i the System has been'interconnected with the Utility,and(iv)all in certificates ifi p rY P Y ) y inspections and certificates reywred under applicable law,or by the Utility have been completed or received. C. PAYMENTS. Beginning with the first month following the In-Service Date and throughout the Term,We will send You an invoice reflecting the charges for Energy produced by the System in the previous month. You shall make monthly payments to Us by automatic ayment deduction from Your designated checking account or credit card. It is Your responsibility to ensure that there are adequate funds or adequate credirt limit. There is no financin I charge associated with this Agreement. For all payments more than ten(10)days past due,We may impose a late charge equal to Twenty-Five Dollars($25� and Interest at an annual rate often percent(10%),plus applicable taxes. It You continue to fail to make any payment within ten(10)days after We give You written notice,then We may exercise all remedies available to Us pursuant to Section 13(b). D. RENEWAL. At the end of the Term,You may elect to(i)continue with this Agreement on a year-to-year basis;(ii)enter into a new Agreement with Us and cancel this Agreement;(iii)purchase the Systcm at the end of the Tetra and cancel this Agreement(the"Purchase option")-or(iv)cancel this Agreement and have the System removed at no cost to You. You will aced to notify Us in writing concerning Your election sixty(60)days prior to the end Mt'the Term. If You elect the Purchase Option, the "Purchase Option Price" will he the then-current hair market value of the System based on an independent appraiser's valuation of similarly sized photovoltaic systems in Your geographic region. The appraiser's valuation will be provided to You in writing and wil l be binding. If We receive Your payment of the Purchase Option Price,costs of the appraisal,applicable taxes,and all other amounts then owing and unpaid hereunder,We will transfer ownership of the System to You at the end of the Term on an"As Is,Where Is"basis. If You elect to have the System removed,We will remove the System from Your Property within ninetyy(90)dayys after the end of the Tetra. IF YOU DO NOT NOTIFY US OF YOUR ELECTION TO CANCEL BY SENDING A WRITTEN NOTICE TO US, THEN THIS AGREEMENT WILL AUTOMATICALLY RENEW ON A YEAR-TO-YEAR BASIS UNTIL,YOU NOTIFY US IN WRITING OF YOUR ELECTION TO CANCEL AT LEAST SIXTY(60) DAYS PRIOR TO THE END OF" HE RENEWAL TERM. E. CREDIT CHECK. In connection with the execution of this Agreement and at any time during the Term,You hereby authorize Us to(i)obtain Your credit rating and report from credit reporting agencies;(ii)to report Your payment performance under this Agreement to credit reporting agencies;and (iii)disclose this and other information to Our atliliates and actual or prospective lenders,financing parties,investors,insurers.and acquirers. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE (888) 567-8688. SEE PRESCREEN & OPT-OUT NOTICE(SECTION 29}BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. 3.LIMN"1 ED WARRANTY A. LIMITED INSTALLA'T'ION WARRANTY. We provide a workmanship warranty that the System shall be free from material defects in design and workmanship under normal o erating conditions for the Term. We further warrant that all rooftop penetrations We install shall be watertight as of the date of installation. We do not provide any,warranty to You with respect to any component of the System. Any manufacturer's warranty is in addition to,not in lieu of,this limited installation warranty. This warranty,does not cover problems resulting from exposure to harmful materials and chemicals, fire. flood, earthquake,or other acts of god,vandalism,alteration of system by anyone not authorized by Us,or any other cause beyond Our control. B. MANUFACTURERS'WARRANTIES. 'fhe System's solar modules carry a minimum manufacturer's warranty of twenty(20)years as follows: (a)during the first ten(10)years of use,the modules'electrical output will not degrade by more than ten percent(10%)from the or'igrom? rated output;and (b)duringg the first twenty(20)years of use.the modules'electrical output will not degrade by more than twenty percent(20%)from the originally rated outptit. I he System's inverters ca a minimum manufacturer's warranty often(10)years against defects or component breakdowns. During te Term,We will enforce these warranties to the fullest extent possible. C. DISCLAIMER OF WARRANTY. EXCEPT AS SET FORTH IN THIS SECTION 3, WE MAKE NO OTHER WARRANTY TO YOU OR ANY OTHER PERSON, WHETHER EXPRESS, IMPLIED OR STATUTORY, AS TO THE MERCHANTABILITY OR FITNESS FOR ANY PURPOSE OF THE EQUIPMENT, INSTALLATION, DESIGN OPERATION, OR MAINTENANCE OF THE SYSTEM, THE PRODUCTION OR DELIVERY OF ENERGY, OR ANY OTliER ASSOCIATED SERVICE OR MATTER HEREUNDER, ALL OF WHICH WE HEREBY EXPRESSLY DISCLAIM. OUR LIABILITY FOR ANY BREACH OF ANY WARRANTY IS LIMITED TO REPAIRING THE SYSTEM OR YOUR PROPERTY TO THE EXTENT REQUIRED UNDER THIS AGREEMENT. YOU ACKNOWLEDGE THAT WE ARE RELYING ON THIS SECTION 3.C. AS A CONDITION AND MATERIAL INDUCEMENT TO ENTER INTO THIS AGREEMENT. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION OF THE FACE HEREOF, 4.REMOVAL OF THE SYSTEM You shall not make any Alterations(as defined in Section 9(c))to the System. if You want to make repairs or improvements to Your Property that require the temporary removal of the System or that could rate ere with its performance or operation,You must give Us at least thirty(30)days'prior written notice (a"Customer-Requested Shutdown"). You agree that any repair or improvement to Your Property shall not materially alter Your roof where the System is installed. As compensation for Our removal,storage,and reinstallation of the System,You agree to pay to Us a fee equal to Four Hundred and Ninety-Nine Dollars($499)before We remove the System. You shall be required to pay the Shutdown Payment(as defined in Section 15)if the System is not reinstalled within thirty(30)days of removal. In the event of an emergency affecting the System,You shall contact Us imme tare y. If We arc unable to timely respond,You may(at Your own expense)contract with a licensed and qualified solar installer to remove the System as necessary to make repairs required by i the emergency. You shall be responsible for any damage to the System that results from actions taken by Your contractor. 5.ARBITRATION OF DISPUTES Most customer concerns can be resolved quickly and amicably by calling Our customer service department at(877) 404-4129. If Our customer service department is unable to resolve Your concern,You and We agree to resolve any Dispute(as defined below)through binding arbitration or small claims court instead of courts of general jurisdiction. BY SIGNING BELOW,YOU ACKNOWLEDGE AND AGREE THAT(f)YOU ARE HEREBY WAIVING THE RIGHT TO A TRIAL BY JURY;AND(II)YOU MAY BRING CLAIMS AGAINST US ONLY IN YOUR INDIVIDUAL CAPACITY,AND NOT AS A PLAINTIFF OR CLASS MEMBER IN ANY PURPORTED CLASS OR REPRESENTATIVE PROCEEDING. You and We agree to arbitrate all disputes, claims and controversies arising out of or relating to TA .:, A Windows Microsoft' Windows Printer Test Page Congratulations! if you can read this information, you have correctly installed your Canon iR-ADV 05250/5255 UFR II on MA-04. The information below describes your printer driver and port settings. Submitted Time: 11:11:41 AM 6/18/2015 Computer name: MA-04 Printer name: Canon iR-ADV C5250 UFR II Printer model : Canon iR-ADV 05250/5255 UFR II Color support: Yes Port name(s) : 192.168.1.213 Data format: RAW Location: Comment: Driver name: CNLBOM_DE767.DLL Data file: IRC525ZU.XPD Config file: CNLBOMUI_DE767.DLL Help file: CNLBIU_DE767.CHM Driver version: 21.10 Environment: windows x64 Additional files used by this driver: C:\windows\system32\spool\DRIVERS\x64\3\CNLB0409_DE767.DLL (21.10) C:\Windows\system32\spool\DRIVERS\x64\3\IRC525ZU.UPD C:\windows\system32\spool\DRIVERS\x64\3\CNLB_36A.DAT C:\windows\system32\spool\DRIVERS\x64\3\AUSSDRV.DLL (3, 8, 0, 0) C:\Windows\system32\spool\DRIVERS\x64\3\CNXPORSW.DLL (3.07.11) C:\Windows\system32\spool\DRIVERS\x64\3\CNXPOLOG.DLL (1.0 built by: WinDDK) C:\Windows\system32\spool\DRIVERS\x64\3\CNXPCF32.DLL (2,4,0,0) C:\windows\system32\spool\DRIVERS\x64\3\CNXPCP32.DLL (2,5, 5,0) C:\Windows\system32\spool\DRIVERS\x64\3\CNXPTN32.DLL (2.4.0.0) C:\Windows\system32\spool\DRIVERS\x64\3\CPC10S.DLL (5.7.0.3) C:\windows\system32\spool\DRIVERS\x64\3\CPC10D.EXE (5.7.0.3) C:\Windows\system32\spool\DRIVERS\x64\3\CPC10Q.EXE (5.7.0.3) C:\windows\system32\spool\DRIVERS\x64\3\CPC10E.DLL (5.7.0.3) c:\windows\system32\spool\DRIVERS\x64\3\CPC10V.EXE (5.7.0.3) c:\windows\system32\spool\DRIVERS\x64\3\CPClUS.DLL (5.7.0.3) C:\Windows\system32\spool\DRIVERS\x64\3\CPCIUS.CHM C:\Windows\system32\spool\DRIVERS\x64\3\CNLBCM32.DLL (3,7,6,2) C:\windows\system32\spool\DRIVERS\x64\3\UCS32P.DLL (2.2.2) C:\Windows\system32\spool\DRIVERS\x64\3\CNXDIAS2.DLL (10,3,1,3109) C:\Windows\system32\spool\DRIVERS\x64\3\CNKYNS32.DLL (3.1.4) C:\windows\system32\spool\DRIVERS\x64\3\CNRGBVIRTUALDEVICE.DLL (1.1.4.0) C:\windows\system32\spool\DRIVERS\x64\3\CNRGBPRINTER.DLL (1.1.4.0) C:\Windows\system32\spool\DRIVERS\x64\3\CNPERCEPTUAL.DLL (1.1.2.0) C:\Windows\system32\spool\DRIVERS\x64\3\CNMONITORMATCH.DLL (1.1.4.0) C:\Windows\system32\spool\DRIVERS\x64\3\CNCOLORIMETRIC.DLL (1.1.4.0) C:\windows\system32\spool\DRIVERS\x64\3\CNSATURATION.DLL (1.1.2.0) C:\windows\system32\spool\DRIVERS\x64\3\CNLK.PRF This is the end of the printer test page. mounting S`VSten,,,S BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 Ibs 18 0 18 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 Ibs 2 0 2 702-0192 Module end clamp CS FH 35mm 0.112 Ibs 12 0 12 700-0080 Module clamp CS FH 30-40mm 0.090 Ibs 10 0 10 720-1200 Set:5 spare Clickstones 0.135 Ibs 1 0 1 800-1089 BR 10/48 CS;12ft 13.623 Ibs, 8 0 8 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 2 0 2 Total 141.450 Ibs m r` O N Q M t CL Q Developer: Page 11 of 11 Date 5/13/2015 MS Version 2.0.28.0 (D 0, 3 0 CD 16.00 ft U� 0 3.2-6 ft 3.26 ft J, 5.65 ft j 5.65 ft 3.26 ft X4, 3.26 ft 3.00 ft 16.00 ft 3.00 ft rD -V a) (D L— Field Edges Corner 0 O 0 O Alpha' 4240753 O (D / 0 ,� cul o ro o ° 2.71 It I XAttachment E p Top layer A=GS 10/48 12 ft[6 ft 9.22 in) 8=GS 10/4812ft[1Ok1.02in] 4.88 k Lower Layer a C=GS 10(48 12 ft[4 ft 3.94 in] D=GS 10/4812 ft[9 ft 7.94 inj E E=GS 10/48 16 ft[14 ft 11.94 in' D � v � d < m fD N_ lD N p O N P N O 1 Alpha+ 4240753 mounting Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 32.8% 28.4% 0.0 in Edges 32.8% 28.4% 0.0 in Comer 35.4% 30.0 % 0.0 in Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 58.0% 27.5 % 0.0 in 55.5 % Edges 58.0% 27.5% 0.0 in 55.5% Comer 61.0% 29.0 % 0.0 in 59.9% The system was successfully verified. Notes M • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution t • The values for material durability are taken from the technical manual of the manufacturer. a 'Zr Developer: Page 8 of 11 Date 5/13/2015 MS Version 2.0.28.0 Ww mounting sten is Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf Rail Description GS 10/48 M Ln Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in A4 Resistance moment Wz 0.21 in A3 r Resistance moment Wy 0.24 in^3 a a Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia lz 0.16 in A4 Moment of inertia ly 0.24 in A4 Resistance moment Wz 0.21 in^3 Resistance moment Wy 0.24 in^3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 7 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting `y q t r n-i Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TSM-255 PC05A Module width 39.1 in Module power 255.00 Watt Frame height 1.4 in Number of modules 8 Modul weight 41.01 Ibs Module orientation Landscape Overall power output 2.0 kWp O d' N s i Q i i 1 1 i i Ift4.59in. -.. _..-- -- ?'- 4 ft SAS in Developer: Page 6 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting S}% a;71 max action Ub/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 103.000 43.710 -34.200 2.752 103.000 43.710 -34.200 2.752 Edges 103.000 43.710 -70.350 2.752 103.000 43.710 -70.350 2.752 Corner 103.000 43.710 -111.000 2.752 103.000 43.710 -111.000 2.752 M n d N z7 t O. Q Developer: Page 5 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting �y t='rr s Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75* L+0.75* (Lr or S or R) LFK5: Ed=D+(0.6*W or 0.7 * E) LFK6a: Ed=D+0.75* L+0.75* (0.6*W)+0.75* (Lr or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7* E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [lb/ft2] Roof area Pressure Pressure Suction Suction M orthogonal parallel orthogonal parallel � 0 Field 20.820 8.838 -6.914 0.556 .M Edges I 20.820 8.838 -14.230 0.556 Corner 20.820 8.838 -22.450 0.556 max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 56.370 23.930 -18.720 1.506 Edges 56.370 23.930 -38.510 1.506 Corner 56.370 23.930 -60.780 1.506 Developer: Page 4 of 11 Date 5/13/2015 MS Version 2.0.28.0 14111110"It mounting �s y 5 1 S Loads Snow load Importance factor 11: 1.00 Ground snow load pg= 40.000 Ib/ftZ Shape factor C,= 0.723 Snow load-flat p,= 28.000 lb/ftZ Snow load-sloped Ps= 20.250 lb/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 rN ro s Roof areas a a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 20.619 -37.115 Edges 20.619 -70.106 Corner 20.619 -107.221 Dead load Module area Aa,= 17.62 ftZ Modul weight GH,= 41.01 Ibs Dead load gm= 2.373 Ib/ftZ Developer: Page 3 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting S`yste s Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 22 ft 0.00 in Building width 22 ft 4.79 in Building height 15 ft 8.22 in Roof specifications Ln 0 Roofing Composition shingle Rafter width 2.0 in N Roof pitch 23° Rafter height 8.0 in Rafter spacing 16.0 in a Q 15�$22 in •c Cd -mac Developer: Page 2 of 11 Date 5/1312015 MS Version 2.0.28.0 mounfing s ten is Project Information Project data Project description 4240753 Contact Name 4240753 Street address 11 Diamond Ct City,State,ZIP Florence,MA,01062 Phone Email Ln m 0 N ro t n. Q Developer: Page 1 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting systelrls BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 Ibs 24 0 24 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 Ibs 3 0 3 702-0192 Module end clamp CS FH 35mm 0.112 Ibs 28 0 28 700-0080 Module clamp CS FH 30-40mm 0.090 Ibs 20 0 20 720-1200 Set:5 spare Clickstones 0.135 Ibs 1 0 1 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 18 0 18 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 12 0 12 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 Ibs 12 0 12 Total 425.923 Ibs Ln M n r" O tV d' S a Developer: Page 11 of 11 Date 5/13/2015 MS Version 2.0.28.0 00 w rD < 0,�!P � rY O (D 34.42 ft T-i 77 3.24 ft 3.24 ft Tt 'I 3.78 ft I 3.78 ft I T I I I IT T I I I Ir I I I -T I 3.23 ft 3.23 ft L — ------ 34.42 ft 3.00 ft L—J Field I Edges M Corner Ln Ln rp 0 (D O 90 0- O Alpha* 4240753 Q O rt ` " 3 r s, 04 0 N in (D V) i-n N 0 +V O N lJ1 2.71 R X Attachment — ❑ splice 3.12h Top layer A DA A A A =ADC A A t A A=GS 10/48 12 ft[3 ft 5.42 in] B B B=GS 10/48 16 ft C=GS 10/4812ft14ft7.43in] Lower Layer B 8 C D=GS 10/48 16 ft E=GS 10148 12 ft[0 ft 3.92 in] F=GS 10/46 12 ft[5 ft 7.91 inj Ln a to cr < ao rD N �C. lD 0 7 N 0 O N W fa O 1-' Alpha` 4240753 WW mounting Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 26.5% 20.0% INF in Edges 26.5% 20.0% INF in Comer 27.8% 20.7% INF in Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 92.3% 58.4% 0.0 in 67.3 % Edges 92.3 % 58.4 % 0.0 in 67.3 % Comer 95.5% 60.5% 0.0 in 70.7% The system could not be verified. Notes M Ln h • 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. a a Developer: Page 8 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting systerris Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf Rail Description GS 10/48 m in Moment of inertia Iz 0.16 in^4 0 d' Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 l t Resistance moment Wy 0.24 in^3 a Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross 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 Resistance moment Wy 0.24 in A3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 7 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TSM-255 PC05A Module width 39.1 in Module power 255.00 Watt Frame height 1.4 in Number of modules 17 Modul weight 41.01 Ibs Module orientation Landscape Overall power output 4.3 kWp m Ln h M s a i Developer: Page 6 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting `yf5ten,iS max action fib/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 93.690 37.850 -30.270 2.339 93.690 37.850 -30.270 2.339 Edges 93.690 37.850 -62.320 2.339 93.690 37.850 -62.320 2.339 Corner 93.690 37.850 -98.380 2.339 93.690 37.850 -98.380 2.339 s 0 N _Q Q Developer: Page 5 of 11 Date 5/13/2015 MS Version 2.0.28.0 '4111111low mouton ` ' T _."? Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,orSor R) LFK4: Ed=D+0.75* L+0.75*(Lr or S or R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(Lr or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [lb/ft'] Roof area Pressure Pressure Suction Suction :r orthogonal parallel orthogonal parallel o v N Field 21.370 8.635 -6.905 0.533 M .c Edges ` 21.370 8.635 -14.220 0.533 Q Corner I 21.370 8.635 -22.440 0.533 max action [Ib/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 57.860 23.380 -18.690 1.444 Edges 57.860 23.380 -38.490 1.444 Corner 57.860 23.380 -60.760 1.444 Developer: Page 4 of 11 Date 5/13/2015 MS Version 2.0.28.0 .41111111OW AW mounting systerris Loads Snow load Importance factor 11: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.738 Snow load-flat pf= 28.000 Ib/ft2 Snow load-sloped ps= 20.680 Ib/ft2 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. U1 Wind Gust Velocity Pressure q= 15.230 Ib/ft2 CD m s a Roof areas � Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 20.619 -37.115 Edges 20.619 -70.106 Corner 20.619 -107.221 Dead load Module area Ati,= 17.62 ft' Modul weight G,= 41.01 Ibs Dead load gm= 2.373 lb 1ft2 Developer: Page 3 of 11 Date 5/13/2015 MS Version 2.0.28.0 ._� *IW mounting Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 40 ft 5.00 in Building width 19 ft 0.09 in Building height 25 ft 8.22 in Roof specifications Ln n 0 Roofing Composition shingle Rafter width 2.0 in Roof pitch 22° Rafter height 8.0 in Rafter spacing 16.0 in Q a 25�gZ�I� /ao i o• Developer: Page 2 of 11 Date 5/13/2015 MS Version 2.0.28.0 mounting sYsten'is Project Information Project data Project description 4240753 Contact Name 4240753 Street address 11 Diamond Ct City,State,ZIP Florence,MA,01062 Phone Email ns Ln 0 N s a a Developer: Page 1 of 11 Date 5/13/2015 MS Version 2.0.28.0 5olarEdge Power Optimizer P300 Rated DC Input Power-300 watts Signs(See Guide Section 7) PV Module Ratings @ STC(Guide Section 5) Maximum Input Voltage-80 Vdc MPPT Range-8 to 80 Vdc Model MakelMociet Trio ISM-255 PA05.1B Maximum Input Current-10 Adc Maximum Output Current-15 Adc Sign for inverter OCPD and AC DisCOnnect. [ring Limitations-8 to 20 Optimizers,5250 watts STC per string maximum Max Power-Poinl Current(Imp) 837 Amps Solar PV System AC Point Of Connection Max Power Point Voltage(Vmp) 30.5 Volts PV Wire in Free Air or THHN-2/THWN-2in 3/4"EMT Conduit AC Output Current 25 Open-Circuit Current 388 Volts Keep under 2%voltage drop, p Amps Short-Circuit Current(ISC) 8.88 Amps N Minimum 10 AWG Cu wire each(rated 90 deg C) Nominal AC Voltage 240 Volts Max Series Fuse(OCPD) 15 Amos U Positive,Negative Sane Copper EGC or insulated GEC in conduit Nominal Maximum Power at STC(Pmax) 255 Watts C Maximum System Voltage 1000(IEC)I600(UL) tU g THIS PANEL FED BY MULTIPLE SOURCES VocTemperature Coeffiaunt -0.45 %r°C 't7 w Minimum BAWG CU Wire(rated 90 de CI LL,L2,and neutral8 AWG Ground wire in 1"EMT or PVC conduit D Keep under 1.5%voltage drop (UTILITY AND SOLAR) (o of NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 8 and Appandix D): c<I— z 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme fd w 0 SolarEd a SE6000A-US-U Inverter 97.5%CEC Efficiency N1 240 Vac System Labels tV p O B dry bulb temperature for ASHRAE location most similar to installation location:-26.9°C w U 6000 Wac continuous Maximum Output Current 25 Amps Maximum DC Voltage=500 Vdc (� U Maximum Input Current 18 Adc Ground fault protection provided Nominal Operating Voltage=350 V tV —°Q per NEC article 690.35 Maximum DC Current=15.0 Adc per string 2)Highest cfor ASo IR ambient temperature ar based to ion ASHRAE highest month 2%dry bulb N a Max Continuous Output Current=32A temperature For ASHRAE location most similar to installation location:32.5°C (� SolarEdge DC safety switch aa0 vac,50 amps continuous 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47°C in the LL 600 Vdc,36.5 amps continuous Opens all ungrounded conductors United States(Chicopee Falls,MA is 33.2°C).For less than 9 current-carrying conductors per NEC article 690.35 in roof-mounted sunlit conduit at least 0.5"above root .t and using the outdi design temperature of 47°C or less(all of United Stales). it)12 AM,90°C conductors are generally acceptable for modules with Isc of 7.68 Amps or less when protected by a 12-Amp or smaller fuse. b)10 AVVG.SWC conductors are generally acceptable for modules with Isc of 9.6 Amps or less when protected by a 15-Amp or smaller fuse. ALL CONDUCTORS SHALL BE COPPER PV Modules=255 Watts STC 25 Modules per Inverter=6375 watts STC u 1 string of 17 PV Modules N 1 string of 8 PV Modules SOLAR EDGE SE6000A-US-U Y INVERTER d N Lt L2 - 01111111111110 °o t l 0 0 0 0 E 16 F1 7 SOLARY-SIDE TAP EXISTING NEC 1�A ENTRANCE 206%(A) V CONDUCTORS N RATED: 0 200A o VISIBLE LOCKABLE 240V/200A v a 'KNIFE' PANEL z m a SREC;ANSI A/C >_ g 0 0 0 0 METER DISCONNECT > z ui 200A W W z m J w — — — — 40A yNa � 0 - -= L2 SHEET r NAME. - N LU T G W❑ �2 MILBANK 100A OR SIEMENS SIEMENS d'W EQUIVALENT _] z U5934-xL-13LG #LNF222R 60AI240V GEC Q J Q UNFUSED FUSED =Ground CO— 0 60A/240V NEMA3 TO SHEET NEMA3 GF222R EXISTING NUMBER: OR OR LOAD-CENTER p EQUIVALENT EQUIVALENT r U.I U ° C m N PV MODULE,TYP.MOUNT 0 � TO RAFTERS OF COMP. q N 5°w SHINGLE ROOF,PARALLEL °m L-FOOT WITH CONNECTION W C Q WITH PLANE OF ROOF z E 2 � L. z g 5 1- 0 m z � �-LL°F- ^MID CLAMP DETAIL FLASHING WITH Z m PV4.0 DETAIL Q 3 MOUNTING NOT TO SCALE WATERPROOF SEALANT O N N O N 0 /\may LL 5116"0x 4 112"MINIMUM STAINLESS STEEL LAG SCREW TORQUE=1332 h-Ibs. PV ARRAY TYP. ELEVATION END CLAMP DETAIL L-FOOT DETAIL NOT TO SCALE NOT TO SCALE 2 N NOT TO SCALE `3 v LE 0 PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING H J END CLAMP m N FRAMING BELOW SHOWN END CLAMP DASHED FOR CLARITY I I I PHOTOVOLTAIC MODULE PV4.0 n � O V END CLAMP N L6 I I I I I I I PHOTOVOLTAIC MODULE Z m S I ! I ! I I I I I I I I I CANTILEV =113 L=PERMITTED SPACING 1 OR LESS VERIFY WITH QUICK CONFIGURATOR OUTPUT z LL m 2 1n > W W z m J J V I I I I I I I I I I I I ! F¢ r � I I I I I I I z z 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 SHEET I I I I I I NAME: L-FOOT WITH MID CLAMP L-FOOT WITH CONNECTION Z Q CONNECTION :D 1 1 1 0 MID CLAMP PERMITTED LEVELING PV4.O ROOF FRAMING 0 FOOT SPACING PV SYSTEM MOUNT DETAIL SHEET NUMBER: SCALE:N.T.S. MODULES IN PORTRAIT/LANDSCAPE o M NOT TO SCALE 0 0 x z G7 r m O U O 0 o ONN 410 V C(D N Cn W 50 CD nO �O m0 fV m z 0 �m N M ;m W� m K< x < m 0A r z < rn n z mC) N U)# lJ � D r � m � , W N m o � - O O n z c i n= INSTALLER:VIVINT SOLAR Faszcza Residence INSTALLER NUMBER:1.877.404.4129 ROOF m m I 11 Dimond Ct MA LICENSE:MAHIC 170848 � Florence,MA 01062 DRAWN BY:RM I S-4240753 Last Modified 5/11/2015 PLAN UTILITY ACCOUNT NUMBER:76394 59007 N En N N D 0 D m« t.0 Z Z O zj �mZ Z 0 Q ODD xm, O q D 0 E Z Z O 00 O� m0 0) -0 4 C/) 2 � � m C) K C/) N M i � ---------------- ---- i 11 Diamond Ct, Florence MA 01062 I O n t r M 0 0 a o t c z z I �zM m m 4 mmn c z D= INSTALLER'.VIVINT SOLAR Faszcza Residence �'m SITE m m INSTALLER NUMBER:1.877.404.4129 11 DiamondCt PV 1.0 m m MA LICENSE:MAHIC 170848 vivint. � Florence,MA 01062 PLAN DRAWN BY:RM I S-4240753 Last Modified:5/11/2015 UTILITY ACCOUNT NUMBER:76394 59007 -0 m < City of Northampton of Northam: ort Dui ding Departr tpt,t W � Build�g Plan Review Plan Review 212 Main Street 212 Mtakl 8tret� o cn Northampton, MA 01060 \lorthnmpton, MA a.1 UAo M -D z I O n t r M 0 0 a o t c z z I �zM m m 4 mmn c z D= INSTALLER'.VIVINT SOLAR Faszcza Residence �'m SITE m m INSTALLER NUMBER:1.877.404.4129 11 DiamondCt PV 1.0 m m MA LICENSE:MAHIC 170848 vivint. � Florence,MA 01062 PLAN DRAWN BY:RM I S-4240753 Last Modified:5/11/2015 UTILITY ACCOUNT NUMBER:76394 59007 Page 2 of 2 S. Loading Criteria 10 PSF = Dead Load roofing/framing 40 PSF = Live Load (ground snow load) 5 PSF = Dead Load solar panels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters 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 '/z"thick and mounted 4 '/2"off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher that 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 ", is less than the maximum allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 '/z" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts will be adequate with a sufficient factor of safety. 4. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every fourth roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than four(4) rafter spaces or 64" o/c, whichever is less. 5. Panel supports connections shall be staggered to distribute load to adjacent rafters. 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, current industry standards and practice, and based on 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. OF Ve ruly yours, �.. Q • ,E C V' Scott E. Wyssli PE 0 50 MA License No. 505 90 GIST vivint, 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Head of Structural Engineering scott.wyssling @vivintsolar.com May 11,2015 Mr. Dan Rock, Project Manager Vivint Solar 150 Padgette Street, Unit A Chicopee, MA 01022 Re: Structural Engineering Services Faszcza Residence 11 Diamond Ct, Florence MA S-4240753 6.375 kW System 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 rafters 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 2x8 dimensional lumber at 16" on center with 2x4 collar ties every 48". The attic space is unfinished and the photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. 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 22 and 23 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 3 per(ASCE/SE17-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivint. now The Commonwealth of Massachusetts Department of Industrial Accidents v — OKIce of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lep-ibiv Name(Business/Organization/Individual): Vivint Solar Developer, LLC Address:3301 North Thanksgiving Way,Suite 500 Cit /State/7ip:Lehi, UT 84043 Phone#:801-377-9111 Are you an employer?Check the appropriate box: Type of project(required): l.S6 I am a employer with 214 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. []Remodeling ship and have no employees These sub-contractors have g ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.= 9. []Building addition required.] 5. [] We are a corporation and its 10.❑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 Solar Installation employees. [No workers' 13.©Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I 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. Lic.#:WC 509601300 Expiration Date:11/112015 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penaltles of perjury that the Information provided above is true and correct Signature• Date• 11/4/2014 Phone#: 801-2296459 Offteial 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 15 F tt St B o e MA 1022 03/25/2017 Add Expiration Date ' 413-331-0769 Sig Are Telephone 9.Registered 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....... ❑ No...... 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building!permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all auolicable) New House ❑ Addition ❑ Replacement Windows Alterations) Roofing Q Or Doors !] Accessory Bldg. ❑ Demolition ❑ New Signs [OI Decks [p Siding[p) Other ID) Brief Description of Proposed 3� work: Installation of roof mounted hotovoltaic sola systems#of dules rlea e rya; ei-T i I e - a I,e ettVe o e an/1 A e ation of existing bedroom Yes No dding new bedroom_ Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga. If New house and or addition to existinta housina,complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance, Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 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 C. Signs ure of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: [: _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 © DONT 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 O DONT KNOW O YES 0 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 © 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 © 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 tutl C-I>of Northampton StatusofPwmt^ Elul Department De P curb CUIVID11vowaylpe rin It 2121 Main Street ab JUN 9 R om 100 W Nfe i" Q� , ortorf ton, MA01060 TwoSots6f * e I1 �phone 413-07-1 40 Fax 413-587-1272 Pw'Sifie.P - ctrlc,PI" „ ,,otn,g&( -s I '� Or .�a � .., ON TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 PropRrty Address: This section to be completed by office /[ i am once C-f- Map Lot Unit r'lo rra n ce rnA of 0(zg tone Overlay District Elm St.District CB Distrlct SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Qwner of Record: rUH PQ3ZCZCA H Iiamonj C - Name(Print) Cur rep Zi_g!%5, st)— ra ro 0 Tele''p]]h''onee � Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name rint) , Current Mailing Address: 413-331-0769 Si ure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (► (b)Estimated Total Cost of (j Construction from 6 3 Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number- Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1331 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 11 DIAMOND CT MAP 36 PARCEL 238 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 6.375 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessoty 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 INFO MATION PRESENTED: proved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay S4 re o Build' g fficial 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. 11 DIAMOND CT BP-2015-1331 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-238 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-2015-1331 Project# JS-2015-002432 Est.Cost: $31875.00 Fee: $192.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 47916.00 Owner: FASZCZA GERALD&KAREN Zonine: Applicant: VIVINT SOLAR DEVELOPER LLC AT. 11 DIAMOND CT Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON.612212015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 6.375 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 6/22/2015 0:00:00 $192.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner