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22D-025 (2) 13/52 Rail LRFD Allowable Uolilt Wind Force fain Rail Soon(ft) 70 80 90 100 110 130 150 170 200 240 3D0 380 480 650 900 13/52 Rail 3.0 13152 Bail 3.5 13/52 Rail 4.0 13/52 Rail 4.5 5.0 13152 Rail 5.5 13152 Rail 6.0 13152 Rail 6.5 13/52 Rail .Y..._ _ 70 13152 Rail 7.5 13/52 Roll 6.0 13152 Rail g,5 131_52 Rail 9.0 13152 Rail J — 90 13/52 Rail 1-0,0 13152 RaN 13/52 Rail LRFD Allowable Uplift span(it) Force(lb) 3.0 1764 3.5 1480 CO 1243 4.5 1101 5.0 960 5.5 838 6.0 756 6,S 690 7.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 2D.0 402 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 6S 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 6.0 5.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 110 515 5.5 5.5 5.5 5.0 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 a 130 5.0 1 5.0 5.0 1 5.0 5.0 4.5 4.5 1 4.0 1 4.0 3.5 140 45 45 4.S 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 Wind Ground Snow Load Exposure Speed 0 psf 10 sf 20 psf 30 psf 40 sf 50 sf 60 psf 70 sf 80 sf 90 psf. Exposure Wind Ground Snow Load S eed 0 p5f 10 psf 20 psf 30 psf 40 psf 1 50 psf 60 psf 70 psf 80 pst 90 psf- 54 U 54 45 0 4.0 3.5 100 A S:0 3-0, 510 5 0 4S 4,8' .`; . .4.0 '` 3.5 330 4.5 433 4 5 4,0 3.5 CMVIV i?X1 u 4 0 0 3.5 ;. D 4 431 4A 4 3.5 140' 3s 5 3 5 S3 35 LSD_ 35. 3a = 3 .,. 3.5 160 3.0 3.0 3 0 3,0 1 3.0 1 3.0 1 U 10 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor perA5CE7 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 psf 20 psf 30 sf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 8.5 810 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 6.0 5.5 510 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 6.0 610 6.0 5.5 5.0 4S 4.5 4.0 4.0 3.5 140 S.S 5.S 5.5 S.S 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 4.5 4.0 4.0 3.5 160 5.0 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 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 5005f 60 psf 70 psf 80 psf 90 psf as 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 5.5 510 43 4.5 4.0 4.0 . 3.5 110 " 3.5 S.5 5.5 S.S 5.0 43 4.5 CO 4.0 3.5 Categmg : 120, 5.0 5.0, 10 5.0 5.0 4.5 4.5 4A 4.0 3.S 130. 5.0. , S.0 &0 5.0 5.0 4.5 4.5 4.0 Co IS 140 :' 4.S 43 4.5 45 43 45 4S 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 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 601bs h. Height of solar panel Is between 2"and 10"to roof I. Deflection criteria of LAD 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 1. 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 50 psf 60 psf 70 psf 80 psf 90 psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 10.0 8.5 7 0 6.0 5.5 5.0 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 4,5 4.0 4.0 3.5 8 130 8.0 8.0 7.0 6.0 515 5.0 4.5 4.0 4.0 3.5 140 7.5 7.5 6.5 6,0 S.S 5.0 4.5 4.0 4.0 1 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 1 3,5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 sf 80 Psf 90 psf 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 9A 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 8.5 8.0 7.0 610 5.5 5.0 4.5 4.0 4.0 3.5 110 7.$ 7.5 7.0. 6.0 5S .. 4.5 4.0 -44, Category 120 7.0 7.0 6.5 6.0 5.5 S.0 4.5 4.0 4.0 3.5 D 130 6.5 6.5 1 6.5 6.0 5.5 5.0 4S 4.0 4A 3.5 140 6.0 6.0 6.0 5.5 1 5.0 1 4.5 4.S 4.0 „ 4.0 3.S 150 5.5 S.5 I 5.5 5 5 5.0 F 44 45 4.0 4.0 3.5 160 5.5 S.5 5.5 5.5 SA 4.5 4.5 4,0 4.0 3.5 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 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 1, the span length applies to a seismic design category E or less m. Maximum cantilever is L/3 wrerww 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 ICC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. Sincerely, jM OF PAUL K. ZACHER � RUCTURAL y No,50100 Paul Zacher,SE-President o crM SSiI AL6 6xP 6/30/2016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 2/20/2015 Power Optimizer 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 l Contact l Subscribe I RSS Feeds l Terms&Conditions http:/twww.solaredge.us/groups/us/powerbox-power-optimizer 212 ` 2/20/22/20/2015 pow�opmn��|amm�uuo oom1n Monitoring Portal Login i Alliance Program English(North Am°*m) Search Follow Us conpoeAre noLuT|owa PRODUCTS TO ORDER ssnvIus wsmx lop � 0 �� N m° Ad Am Am Power Optimizer Inverter munuvnnx Power Optimizer '"=fri"'""^ s``"'" `t_'�'dSo|ajrEdge Power Optimizers The eu/a,c000 power optimizer/oa ocmo converter which/,connected by installers weach pv module n,embedded ovmodule mm"ummvreo, mnmuoe the *mvmn"a/ solar junction u"^. The omu,suoa p"°*, "nom/,°,, .nm*u"° ^o°,ov output from PV systems by constantly tracking the maximum ^vwn, n°mt (mppr) of each mou"/o mowu"mnv. purthwmmm, the nm°or vnnm/zom monitor the po,m,manov of each module and communicate performance data mthe So/u,Euno n*n/w,mo portal for enhanced,cost-effective m^uu/e'/e"e/ maintenance.Each power optimizer/» equipped w/mmeunique uamoo�mamm which eummauoonvohvmdown mnu"/os'oc`m/�now»ov=e,�o/nvox°,n,nnu power/s shutdown. The mppr per module allows for flexible installation on,/on with multiple orientations,tilts and mvuwo types in the oumo string. When working with oo/a,Euno Inverters,SolarEdge power ciptimizers automatically maintain a fixed string voltage,allowirg installers even greater flexibility with longer strings and strings ofdifferent lengths/n order m design optimal pvsystems. The SolarlEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are available: Connected uv installers m the pv module and compatible with a wide range u/modules i Power Optimizer pModel Module Power 1 M"am°Vo= pmm 1530ow ^*av p*oo oov �m»«« (" |p405 \:5405w ^1csv � Download dgloLgat Commercial solution connecting two modules per power optimizer ` Power Optimizer Mnuw/ Mvu" p"wv wvwo�vv - — w paoo '»oow, { ^*sv | � > | � proo |snmW` `1usv � | ' ~Rated combined oro power m2 modules con nected m series.Module munm~m%power ml emmmalloweo. Download cla=LQgI 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 SE380OA-US SES000A-US SE6000A-US SE760GA-US SE10000A-US SE11400A-US OUTPUT Nominal AC Power Output 3000 3800 11000 6000 7600 9980 @ 208V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 ,4010 yg1 208V 6000 8350 10800 @ 208V a5t1 a)240V 10950.(a 12000 VA AC Output Voltage Min,-Nom.-Max M ✓ ✓ 183-208-229 Vac AC Output Voltage Min.-Nom-Max.('l ✓ ✓ ✓ ✓ ✓ 211-240-264 Vac AC Frequency.Min:Nom:Max.i') 59.3 60 60.5(with HI country setting 57-60 605) htj Max.Continuous Output Current 12.5 16 24 208V 25 32 48 @ 208V 47.5 A GFDI _.. .... A t Utility Monitoring,Islanding Protection,Country Configurable Thresholds yeti Yes INPUT Recommended Max.DC Power(a! (STC) 3750 4750 6250 7500 9500 12400 14250 W ,, . Transformer-less,Ungrounded Yes Max.Input Voltage 500 Mic Nam.DC Input Voltage 325 tra 209V/350'iP 240V Vdc Max.Input Current(" 9; 13 16.5 @ 208V 18 23 33 @ 208V 34 5 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 48 98 98 98 `a CEC Weighted Efficiency 97.5 98 97 5 @ 208V 9 5 975 97 @ 208V 98 @ 240V 97.5 @ 240V 97 5 0 Nighttime Power Consumption <25 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485,R5232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optional(" Rapid Shutdown—NEC 2014 690.12 7wictionality enabled when Solari dge rapid shutdown kit is installed(') STANDARD COMPLIANCE Safety UL1741,UL16998,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC oart 11.;class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/N of stings/ AWG ran e, 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG B .. Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5 J 30 5 x 12 5 x 10.5/775 x 315 x in 260 / (HxWxD) 775 x 315 x 172 1 775 x 315 x 191 mrn Weight with Safety Switch 51 1/23.2 5 4.7/24.7 88 4/401 Ib/ke Cooling Natural Convection Fans(user replaceable) _.. N <25 oise <50 d9A Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version availahlel") 'F/'C Protection Rating NEMA 3R In For other regional settings please cnntart solari support limited to Usk for locations where the yearly average high temperature is above 777/2,C and to 135-4 for locations where it 1.,below 77-1/25'C For detailed mf-r,thon,refer to hito I/www solar d ee-1files/ptifaInverter d oversizina go de o!f )')A higher current source may he used;the inverter will limit Its input current to the values stated Revenue grade inverter P/N:Sko—A-135000NN142 ts1 Rapid shutdown kit P/N:SE3000-14SO-Sl 1c1 413 v.r,,.n P/N:SE.—A-Uti000NNU4 solar =ee • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE500OA-US/SE600OA-US/ SE760OA-US / SE1000OA-US/ SE1140OA-US �erte� �anas �tY; • • In'dtm, a 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-1 HE NETHERLANDS ISRAEL www.solaredge.us solar ' • • :� SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Power1il 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 Maximum Short Circuit Current(Isc? 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.3.4 x 1.59 mm/in Dimensions(W x L x 11) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ Pxxx-5 series 5 x 5.97 x 1.08 S 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.OS 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 Range -40-+85/-40-+185 C/'F Protection Rating ( Pxxx-2 series IP65/NEMA4 Pxxx-S series IP68/NEMA6P Relative Humidity 0-100 % "I Rated 5TC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 484V A SOLAREDGE INVERTER") Minimum String Length (P(Power Optimizers) 8 10 18 ower String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations "I It is not allowed to mix P405 wan P300/P400/P500/P700 in one string • solar - • . :. SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • 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 • uttti i i, tc A t�3t�tutw �it� ,oht�tt it-,jec Ind a �mi t ui-,n- tl itt I ii�n ul h� N_�sri u�n uit f ttin is i h� I)A ruR t i zr �tti ii mutt it n ,i [1) h, pin.ohilitt �1(its,"4l(un / rnm , n nr� nI It'll- n I ).11il n t lira j:� ,t i t n b c tI U (� rih�- ih� n au+, p lv,l, t i he i7i.l ut.�.uld�h r"o,:I �the �thrr �.ut� I he tt l+l silis`d tnS "ohn that, t !tv then ri(Itu (tW% r� t „iti t r : h ," IF 1 �t:ur I �� r; .d I, ,P I{ 7 ti rcat tlnart( l�h n rtio!s Li;(,', it«u .it (}� t;i Hrtti+it .� �I h a by t i.<rc�1 t,ti (1NIS pur'�,u i t t b, �t�, (+ue t3ui hrt r 'mil 1 yt pl? uuIu fhr cult t i it r?!? m thy, A ti�ni�trt i It tr�l�`• omhnc nf❑r,� r Ific ./ItfS Kula, r u a� I �[m �i.cr m h 1, riitt �t � uhiiritar hall n i nlatd wrttn t 1 r aulif<<! ,�,�.,� l"t.al Jt" ucuuiatt I�ae ( e,1 f,n u�nikt! 1ni i r, niter (�t i ) h I alb h t� i,,m t"Ir t hn � .ti \�� nannt4 I ni n u! trait l.,u t�tu.tii ii 1r.il h han, !, A an aril I nt �utt�d t t u tt1 h,- 1 1v3 R ti �ph,tf I !,t I u ithrtt II i i u3�m n r it :thitt.rn u t,,ua a is ,(-011 rc f,.t,nn .ft,, I tlr�t Ins t rr..,(w W�t) t� �rlt' fll i!h tic;thh I t�,t('itl i jai 1,7r !i I,.tr� nom ��tint;pot a i."nurl t,t,tt&"M and n1�.tii,u" 11 h ITT,,­„n t ,(,,. f t ,t.ut�n �3i,tl1 pry,luck 1 ut.0 11, \011( F: H1 1\f FI:Af-I.NC iy I IIF SP\( U 131 1 0%% 1 O1 tftF Nt:kFF�1A(, 1 O 11 VA I_ ANN DISPI I F VRINI\G 0( 1 OF I Ill. 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I.ISI OF 1)O( (!'lll I It) HF_ iN( 1;dd ORPORViFI) I\10 fIll ( O\IRI( L; ti \�tl =, ,to rite th., li ,nal I..ir-and 6"I'l! m,,i lit 111c( u=t to r r! 1 �h�i hittntnln( riaC,�tl 1,ui ei+,i 3 ct hc,: th,rMnrrns n;;,r� ,.t�ti ins r?}�: \uluna iI .md aI•E,Ie fl. I I IS NO1 1 -:6%L FOR I S 10 QI FR l Ol R PRF MhE%t \1.111(t 3 I 1 OR I OMAN t IN, BR1 \( I1 OF THE PL it( F. 10 RE M(1A F (,DUDS 1\?1 11.1 F: )t\DAR IiIIS \GRFF\IFN i (. DO\OI tii( \ I[I N \GRF EM \7 HF-FORI 1 OF H NA F RF \D \1.1 OF 11 S P nrn, �ti,�r�h:u 1 tnt lt.� ad ao-ad rt i t z.1 sr a tt V,:rt�ln t thi, N ricnrri t rh.n t\ I nL ,t�i.,,l the A�i e,�n,au. an�1�h:�t l,,u h,n ,:;t„' ,u:,! �c� ;�t,i ,t ,),iTTt:: etc ;i ;�ttru.t 1h a +\t iti� ,inui th tnti?! nc 0u:u.,rr 1). DO NOI MGN THis \GRFF;MF%l IF 77115 AGRI'1 \IF:A1 ( ON"E \MS V\1 FII 1AK SP ACI'l. Aou are cntithd to a c+rinplelcl) filled itt atp) o(titi, \�tremcut..il nesl is. both 1 ou and I t.brtorr»n) tnurl,mai be aar(ed. E. IOl 11\1 ( \\t1:1- UH& i ANS,M IIOv \I \A1 ll\H. PRIOR 10 [HF I XIEROI,: litAH(I\UAII OF )HE IHIRI) (3etr)B1 slyLSS R\1 VF I Fil l HF 1 RAAS,A(THA D.A)E.OR(11> FHF S1\R 1 OF 1\57 \1.1 \170\OF I lH %1 [F 11. sFL: 'Lill NOII( F�OF(.-A\(F1 1 A FIO\ HFLO\\ FUR VA F;APf VA\17OA OF THf%RICH 1. BI\IVl S(>I_,1R DEl F 1,0111 R.1 L( t USTOMER(S): Printed Nante: - _ /1/�4s /.1� w'/ Prin ted Name, _ '` Printed Name: Transaction Date: / 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. LAUfi(�EOi ( \ti(T1 Transaction Date "" --- -- L:AflON _ AR No.: 1 Ot NI\1 C\\( 11. f ills 1 Il\NS 1( Ili)\. N\I I IfO("i \\1 PF_N ill 1 OR OBI I(;A IIUA_ A\1 FHI\ i IiREF (3) H1'sINF.ss D\1% Of THE \HO\1: 1)VII„ OR (11, 1.AhFR) t\7I[ 1)11 III I VRI OI 1vsl V f \IiU\ OF '1fIl MS"IF\1. iF 1OF C NN( F.1_, AAN PROPER I) I R_UN D iA„ %Nl PAN MIN f S M\DE ill 1 Ul 1'\DER IHF( ()\I R V("i UR s:A1 F:, A\D S\1 %I(A)I I VHI.F- IASI HI MEN r F\F( t I F.f) 131 l Ut 11 H L 111_ RF Lt kvf�.11 vv L1�HIv 1'F.A tle} BtU1 I U.vU FUf.1_(}\\OF Oil F P7 K1 IHF SF:Lt.F.It t11 1Ut R ( \A( FI ) %IH)A Noll( F., tA1) 111 SF( l Rll1 fNILRF_%l Ul l t)E 1'HE TR\AS\( IIO\ \\11 1_ HF C VA( UI-f h:D. IF I OF ( \\( F 1_, 10C llt N t \I\}\F Al 1II ,NIIf.1 FO IHE SFLLFR 11 1(I( R RESIDE%(F, A st FAF1A \I 11 ks 4 000 ItIINDiiHA Vr \\III A IU1T)\FU. INI (;ODDS DELINERED FO 101 t\DER 1111% (O\1R\("I OR %%I.F.. OR 1OI Mth iF 101 "OIL ((nWIA uInj FHL INSI'R( ( I UAS UF' IIfF s! LI,.F:R RFG\R1>1\(:111E RF:11`I(N SHIPNIFNI OF LH1:GOODS \I I IIF"ELI ER's FAVI\NF VvD RISK, iF 101 DO MAKE TI(F (:0)1).y:A1 N11_1BI F 10 I M- SF LI ER NAD 1 IH SEI I ER IR)FS\O1 PK I, LI EM 1 P \\fFHI\ i\\E\11 t2(i) D\1N Ot ("lit U\L1 O. 1O1 It NUIit - (I1 ( \\( F:1 3 Vflt>A, lilt. NtV1 RFT\!\ UR DISPOSE OF 1 IIF GOODS \\ITHO( I \N'1 t 1'12 i1)% I(MIA,II HA. IF�N Ot F%H 1 ) M\Ki I'HE GUOLiS \A Vii.AFILF LO Tlff� SELLER. OR IF l OU VGRF:F- TO RF.Il lt\ LHF. t;00US 1O 1"i E SLLLi-R VND F %H I0 DO SO, "i HEN I Ot I(UM Q Li\Ili-F FOR Pi 12F"OR\1\\('1'_ OF %' I UHI IG-A L10\s I \HER 11"t ((AIR%( 1, l u ( \N( 61 11315 Il(.tNS:1('i'iON, 1F-iil. OR Ul(1.1\FK 1 %i(.VF_I) V\D D.A I F:D (On OF )His ( 1\( FI.I,CiUA NOTH F OR 1\) OF HF R \\1(11"I F:A NO UR OR SFND \ FEI F.GR V1I, FO\11 iN I `+01 1R 1)F 1F1 O!'Fit. I L(. A i 1931 \3nn\\,PRU1(I,t l 8iht)i PKtO12 TU 1HFLaIERUF: (f) 1UU\i(:l llOF '1HF- "{H1R1)13"") 1)1SENES,SD11 NFIFi( 1"H1 1Rv\s\(`IUAD\1 E,OR (11)THE %1 \Rl OF 1Vsl %1 1_A FAIN OF 7 HF%l%J FAA I HFREH1 ('VA( EL I His I R,AAS\C 1 UA: It`t` LIM mm!Signature: s I I .i ....i.�•i n.,.i,�.tt.,..,...�. CAI-, t 3301 N-Thanksgiving.Way,Ste 500,Lehi.UT 84043 Employer Identification No_ 80-0756438 Vivint! solar" Phone.(877)404-4129 Fax:(801)765-5758 Massachusetts H1C License No.: 170848 L-Mail: ,upportiavivrnt olaccom �� www-vivintsolaccom AR No_ RLS11)t!N ilA1,11ONNIER 1,1 R( IL III.s F. 1(;RI,.ENI J.X I by R!�II+I \I[\! 11(>H l-R fit lit II.I�I 1+,121 1 411 '�1 -h1^. -I,reaemr++t,1 1 I„ Hid n,„en N,I iA( tit II AI: I II LLt 11'! Il {i t Yhn .I rllc• "YV x,!tua„t„>11°Fun Full Nan r Full Name/Y; r,tat i,, ) Customers}: v ��" r o,. e, ❑)." ❑eo _. felcphhne N+ {} P NI ul. z.. ., z,r. -3 Pro ierl} Add1-c,'. 2 lddrus,: - Crt y,Coun tY State Zip: cc I URN U I'S j 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(collectncly,the `System"I,as further described in the Customer Packet and the Work Order rh-if W, will nrovide io Y 1 „pfilr Jn.,,, 1 .,, - , 'I' ,�; IIII 1 ,it 1 n a I I' 1 tt. .in,i t in u - } Iu 1 11 1 -,II Itl , Il.i s i I I n it II .yl I- ii I fla ,(I,t lit 11,'i e,t _lest t ai 11 1 II 1i I' IrI.ItII d, 1' 1,1 II 111 '.1 II sll 111 Ig11 vrt ci 1 'l ic,1,t ,. c 11 1 tiAri 1 l It 1:I 1 ., 11 t IIU yd- 1 s i,h,i tI I a.`tt 1 Illo ill 11, i -d I ,1 1 i 1t , 1 t,,1_11 Ipd yl [141 11 1, n tr , , t u 11II)\ 1 -t,1 t C,,n I r, t I r.,1i ,lu nt i1 t not+ , V1 n IS l r! 1 11 t.u1 1 1 d Ir. , Auh 1 t�1, l u r>,ti - 1 i,t,t.'.; - hi .tilt ,i.t. :Ind 1' I, it 1, ,.,.-,i'li 1, ,.. ,,., a i Ok; n,)n� It I 111'1 - C. I M NI R',IHI'OF 11111\1. At; ,L,,U,­o Iii, „ ,r.u.0.,.1, h,,t,onal property. You will have no property interest in the System_ 1) OI I RA I if)\S Viii NI VIA I IA 1A< I At li 1,,, It n l n n lot the System(i)at Our sole cost and expense;(ii)in good condition;and(iii)in "I 0—Ili 1 11111'11.0111 r it,,111 111 1',-,#,I,Id,,..a111 i, ..,- inJ 111, ' lul -u inements. L. INSL,RANC;E. W c carry commercial general liability insurance,workers'compensation insurance,and property 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. 1 VRNL PRI( L.11 Al li[:A I S.,1AU i IN iA( 111.DIS(L0SI'12F:S A. ENFRGY PRICE. For III Lnergv produced by the System You 5 pay L $0_�_��_per kWh lobe"EneGpy Price"),plus applicable taxes. The Energy Prtec shall incr ase each year by two and mite-t ttths pore t(�9'(b). 1 ood faith estimate of the System output,measured to kilowatt hours. will be provided to You in the Customer Packet. THIS AGREEMENT IS F SALF Of ENERGY BY US I YOU AND NOT FOR THE SALE OF A SOLAR ENERGY DFVICE- 8. Ii(RAI ll, A r n, I -! b, fi I I I i t .,, 1t t I, i .!'W I ..+, I `rT i )JIL IIII, lrrvri I t, 7r S ruv tiro Ill th, I n ncn ,1 `i: t t +-r Iz, t, y, fall.t t d ,- 1 ul1�„1 r t I i u o „ 1 _ !!a , t f tar I i u �l t t ,i„I.s t, .t its t„1 x III,II„ I snit'. ent�I1,t.ill d,:out ,Al,r11„,,, rhllt rlri ,r.i I, . „1,1 r1, I t.1 11 t (. Y.A1 VIES 1'1, ):,vsnit a alit, IIIL I Ill nn,t,II d!,'A'11 , 1!., Ir.'s I f)an dt of t1tl.±t_h,�. Iiu Iron. Al a, ;l Ills 1.11,.Ill :r„t,,. rillrttni:r Sh 1 _ r t 1 i_ I fit r11I ti, , n tit t rlt , 1 t t 1 .tt.w t nth! nt t1. I I e t 1 '1” f:tl trlcnt i boa n; 11 1 u1 I , il,,:nu .r.I uni -11 Oil[�ud it ” ),,, r,h,,I, i.�tN I,g,t III I. lhli, t;_.t1,,,t. i.t of „I,1�1,y Lt,11e1.10 ,nn€. 11111 .uo nn❑leIII- "I'll,atal,.alt it, \ ., I I a II -n„i 1 tin t l Iii i t”1 I dii, Al 111 1.111, I._ ,Ii ,Ira il I wont, I i, I)-111 n I I u,l.ntc t, 5 it an .n m.l ra i. i 1,11 ,c.,..,i i + :1111 ,u,, uiv,. It ,'. ,-111, t, j, 1 nc1i, 111, ;,. I1,n thil,sm tIlit da. .tiles 111 x_i,r u ),n!"Idl !I u,=ti;e.111 ,v\l,ma, e,.rre it 1,'11 tc f ..,'.n lal I ah) i)' Ito INFRV1 III till li S Ithc # I'It 7' 11,1 ant„t 6titl A ,Ill n I,_.It l>an I)cot I,1,,,,n , 1 tenlcnlltlth n.d -I Jt \ tt,.n., 1 f h, ,L, IN I_r,., It i I )f 1I ! ,, ul s__: I \ r, r�Ill Ih, fur I Ill ottaufl t t e.tr - 'hit 1--ts 5 -slit n,. I, - ! , , - t7 1.11 IhUtdl I: II- _ltd I t: I L 1 t ri 't I t 11 t 1 Trrr uu, Utnr r t t.iii, II lit, H.n lust i, us ,ti,1 I sue ti la.,t -,u an „ t s II q tt, i u t 1 I,an tl, i I ,I 111 11 1 q I.1 tt t it l pi n, r win..- At r r 1 1 1 '1 1 I,t i)['if, qI t"o,-111 t t nn I'll"hi Ili c n r,uii f.-n t MI, In1....r:I ll wlktc' ili, ,ill i,ut 1 1+„t I I n- i i ih t 1 d ib 1 t r u t 1 h 1,.ilk t , I., Ilia. 11 l itt,I,il �,,tr.r• nr ud tv, ll'C olt 1._I!,, ti, t_I1,tio�. 1 r P 1 . Ill,i I t. "M)d­-� .i �.ibc,ts,i :lit I "I II l of DO Not ".01711 t=101- NO[ R Fl F_C"1IOA 10 ( 1A(11 111 1I N1)IN(. l A\Rlf 11 A vOIR'1, 10 1111, III \ 17D1 \(.tLFi-111AI 1iIl.L \(T(iAFV11(-\i I 1 RF.\f\\ U\ 1 \F 11L_IO-1 F.\IL it\11S I'N 171.\Ot. \OI11�\ I ,IN \\RI Ilsli OF 1111 R LI to III JO( \N(Ill'l 11 I.I:,\RT 11Y11 (!n) III PRIOR 10 1111 1`\D OI 1111-Ri-`l %1 11 RNI. F. ( RiDII (III,(I,. II. rres inn h,:-, non a. ton,,.t,n,t.toll ❑, n.t, ,tt r a„ i;;:n 1- nh„rtr,I o iii„11;11�000u I 1 t1.I .I ., 1 .Ii 1 11„11111 .1411,1,5 .trill I,1 stns'1. ,11 �., WE NIAY HAVE PRESCREENED YOUR CREDIT. PRF.SCRF.ENiNG 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.LiMIIED WARRANTY—I V 1 1A11 I 1 1) IN♦I V1 1 A 110♦ U SILK VA I 1 n,- ,t hip warranty that the System shall be free from material defects in design and it,a+ ,,Irant that all rooftop penetrations We install shall be watertight as of the date of ,;,onent o1 the System. Any manufacturer's warranty is in addition to,not in lieu Il 1,10tis resulting from exposure to harmful materials and chemicals, fire, flood, 1,I authorized"i)y Us.or any other cause heyond Our control_ IC \1 VNt F V I I III RN' t\ \RR VV I IF „ carry,a minimum manufacturer's warranty of twenty(20)nears as follows: it degrade by more than ten percent(10°,0)from the originally rated output;and AIR not degrade by more than twenty percent(20°,0)from the originally rated ti Ic n i r 11 1„e 1 111 ,. X11 1, .I.en(10)years against defects or component breakdowns. During the Term,We ll� it , t,r.t.11„t ii., i klv t ,lull i ( . DIS(LAINII-720F111RRA\IN i \ItIII lk111Ix. flll�"I(Ill N VI \1-Ahl \(IOfillR11 \RRV\iY Its 104 t)R l\) MM V III R"(I\ \\111 1-I11lt i \PI?I ',1 f\111111 U (IR 11\11 FUR) V IO [fit Vi pit H itNf\1`11111) OR f l!NI "5 114? 1\) III RP()41 O1 1111 I Of iP\il A L Iti51 11 i .-A I IO\- DI ,I(1V ()III RA I It IN (IR 11 V11N 11 N,AN(I U1 1111 11111 M. fill PR(11)1 1 11O\ Ilk DI I I\i P OI I M Rt1) oil? AA} OiIII Id \11(1( 1\111) it 1,A Io f Ill? R1-A1 flit iII R!I NDi'R Vi i (iI \lint 11 111 111 Itl f3) i VIRI 111 ) 1)1,,( 1 \141 ()I R I i\1311 11) 1(IR -ANl fLRI-.1( II OF \ti) \\ V?lt-AAT) 11 I €\11H 1) It f?I P.AIRIN(I 1111 "),II \1 uR )OI R 111?n(If RIl fit lilt I \I I R1 Qt IRI 1) 1 N01 R THt', \(,R1 1 vlf:N i )OI I A(Ky }\t Lt 1)(,l III \1 it l VRl R I ) IN(_i I IN, 11111 11( I If)N :( v \ ( ()NIA ll()A \yI) \i\I I'M V1 IV1)I ( I ,\11 V ill I sl tAfO Tttl1 \(,RI I \II \1 HIT RI VRI N(r 1\ \RR\\I11 S hill 11 1 \If\D [if )ONi) Till D1 iC ILU`1 ION ul 1111 F\( I FII:i?i t)l F-4.KEMOVAL OF THE SYSTRtiT� You shall not make any Alterations(as defined in Section�)to the System. If You want to make repairs or insprovemcnts to Your Property that require the temporary,removal of the Svstem or that could interfere with its performance or operation,You must bgrve Us at least thirty(30)days'poor written nonce (a"Customer-Requested Shutdown"). You agree that any repair or Improvement ti Your Property shall not materially,alter Your root where the System is installed- As com ensation 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(5499)be ore We remove the System. You shall he required to,,pay the Shutdown Payment(as defined in Section 15)tithe System is not reinstalled within thirty(30)days of removal In the event of an emergency afecting the System,You shall contact Us imme(ta ly. If We are 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 the emergency. You shall be responsible for any damage to the System that results from actions taken by Your contractor. �.ARBITRATION OF DISPUTES \li„I :t"twoet eltnceul, tiara he 1,+1,1,,'11 ,lull h umd ,voi,ahll hl calling Our customer service department at (877) 404-4129. If Our >tivner yet l Ise dy.nunenl I,unable 1 . ".1 , ),Iut, ur,rn. 1„it_ind We agree to resolve any DiSi to(as defined below)through binding btlratilm „i stn iii I:iauti>,utlrt toll ld ,,t elm' „I _,ci ci ti 1LIrr,di,norl BY SIGNING BELOW,YOU ACKNOWLEDGE AND AGREE 111:A 111))l)I \Rl III RI H) 1\ 11\IN(. I m 10(ill I F(i 1 I RIBAL BY JURY; AND(fl)YOU MAY BRiNG CLAIMS AGAINST US ON1 ) Iss )(11 K lst 11)1 \1 I \11 I I'l \V) NI)1 \, \ PI 1,INTIFF OR CLASS MEMBER IN ANY PURPORTED CLASS OR RI PR1 t \I I\L PROCLiLUiN( . ) ,u and blc agrcc to arbitrate all disputes, claims and controversies arising out of or relating to o mounting BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 Ibs 30 0 30 707-0023 L-foot 11 mm fast attach 0.241 Ibs 22 0 22 702-0205 MEC CS RH 35mm 0.000 Ibs 20 0 20 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 30 0 30 712-0136 Weeblug Alpha+pa 0.000 Ibs 13 0 13 807-0131 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 0 800-1087 BR 10/48 CS;14ft 13.623 Ibs 10 0 10 800-1085 BR 10/48 CS;16ft 13.623 Ibs 3 0 3 800-1089 BR 10/48 CS;12ft 13.623 Ibs 3 0 3 602-0050 Splice,insertable,f.BR 10148 CS 0.697 Ibs 3 0 3 Total 230.078 Ibs �r .c o. d Developer: Page 11 of 11 Date 5/4/2015 MS Version 2.0.32.0 0 0 (D M 0 3 0A 'IJ 0 Ul 22.25 ft to L-JT i 41 = 3.37 It 3.37 ft it 4 -4 -+--1-4 8.52 It 8.52 ft 3.37 It —I A- U/ —--- 3.37 ft F 3.00 ft 22.25 ft 3,00 It < OQ (D rD L= Field Edges Corner Nj C) Alpha' 4216163 v CD c7 : 0 3 3 Of' v° r O CD V1 a U.i . O o :3 Ln N 2.71 It B X Attachment Q splice Top layer A=GS 10/48 14 ft[13 It 4.83 in] 6.54 It lower Layer B=GS 10148 111 C=GS 10/48 12 ft[8 It 11.24 In] B B N � C m D( O N p UJ N F-+ O � Alpha" 427b103 1 mounting Cross rail Stress Deflection under load (%A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 73.8% 35.0% 0.0 in 66.3% Edges 73.8% 35.0% 0.0 in 66.3% Comer 83.6% 39.6% 0.0% 4.2 in 80.1 % The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. N CL c Developer: Page 8 of 11 Date 5/4/2015 MS Version 2.0.32.0 mounting 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 24.02 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 _Q Resistance moment Wy 0.24 in A3 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 A4 Moment of inertia ly 0.24 in A4 Resistance moment Wz 0.21 in^3 Resistance moment Wy 0.24 in A3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 52.4% 64.4% 0.0 in Edges 52.4% 64.4% 0.0 in Comer 63.3% 73.0% 0.0 in Developer: Page 7 of 11 Date 5/4/2015 MS Version 2.0.32.0 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 20 Modul weight 41.01 Ibs Module orientation Landscape Overall power output 5.1 kWp m N 7 4 N f0 L _Q Q Y li; i Developer: Page 6 of 11 Date 5/4/2015 MS Version 2.0.32.0 *IW MzbaUn in max action [lb/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 123.000 62.650 -45.940 4.270 123.000 62.650 -45.940 4.270 Edges 123.000 62.650 -94.230 4.270 123.000 62.650 -94.230 4.270 Corner 123.000 62.650 -148.600 4.270 123.000 62.650 -148.600 4.270 r t a Developer: Page 5 of 11 Date 5/4/2015 MS Version 2.0.32.0 1y mounting 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*(LrorSor 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 n orthogonal parallel orthogonal parallel Field 18.620 9.487 -6.956 0.646 �o Edges I 18.620 9.487 -14.270 0.646 Q Corner I 18.620 9.487 -22.490 0.646 max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 50.410 25.680 -18.830 1.750 Edges 50.410 25.680 -38.630 1.750 Corner 50.410 25.680 -60.900 1.750 Developer: Page 4 of it Date 5/4/2015 MS Version 2.0.32.0 mounting S Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ftZ Shape factor C,= 0.662 Snow load-flat Pf= 28.000 lb/ft' Snow load-sloped ps= 18.520 Ib/ftZ Wind load Basic wind speed v= 100.00 mph Terrain category B:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions M having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 15.230 Ib/ft2 ry tt M CL Roof areas 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 Ati,= 17.62 ftZ Modul weight Gti,= 41.01 Ibs Dead load gm= 2.373 Ib/ftZ Developer: Page 3 of 11 Date 5/4/2015 MS Version 2.0.32.0 t1.101_i t i g Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 28 ft 3.00 in Building width 27 ft 2.27 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in R Roof pitch 27' Rafter height 6.0 in Rafter spacing 24.0 in c ec �C ti ti Developer: Page 2 of 11 Date 5/4/2015 MS Version 2.0.32.0 mounting Project Information Project data Project description 4276163 Contact Name S-4276163 Street address 222 Ryan Rd City,State,ZIP Florence,MA,01062 Phone Email M e-i iD N M Q Q Developer: Page 1 of 11 Date 5/4/2015 MS Version 2.0.32.0 f?"4OUnfing t BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 Ibs 24 0 24 707-0023 L-foot 11 mm fast attach 0.241 Ibs 22 0 22 702-0205 MEC CS RH 35mm 0.000 Ibs 20 0 20 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 8 0 8 712-0136 Weeblug Alpha+pa 0.000 Ibs 15 0 15 807-0131 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 13 0 13 800-1085 BR 10/48 CS;16ft 13.623 Ibs 2 0 2 Total 213.420 Ibs M w h N a d Developer: Page 10 of 10 Date 5/4/2015 MS Version 2.0.32.0 W (D 0, (D ° O 3 rD 0 O 0 M T) c -L- (-n 7 22.53 ft NJ ——------ F--------i�T 3.92 ft 3.92 ft v 6.58 It 6.58 ft 3.91 ft 3.91 ft ---------- 3.00 ft 22.53 ft 3.00 ft crQ rD< M Field I Edges Corner I'D =3 0 LU 0 C) Alpha' 4276163 O O r v 2.71 ft D �( Attachment O splice a a s ¢ a aC 3.12 ft Top layer A=GS 10/48 12 It[3 It 5.42 in] B=GS10/4812ft[10ft1.02in] Lower Layer C=GS 10/48 12 It[9 It 7.91 in] D=GS 10/48 16 ft[14 ft 11.94 in: C m m m m i I f to of < N m N. CO O 7 N p O — W N ii- 0 O Alpha' 4276163 mounting Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 67.0% 32.1 % 0.0 in 55.2% Edges 67.0% 32.1 % 0.0 in 55.2% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. ti g a a Developer: Page 7 of 10 Date 5/4/2015 MS Version 2.0.32.0 mounting 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 16.00 in Rail Description GS 10/48 ti Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 s CL 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 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^3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 43.8% 59.9% 0.0 in Edges 43.8% 59.9% 0.0 in Developer: Page 6 of 10 Date 5/4/2015 MS Version 2.0.32.0 fl`1oLinting 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 9 Modul weight 41.01 Ibs Module orientation Landscape Overall power output 2.3 kWp m. N , t)n I � k, _a I � I iI I t ! }ft Developer: Page 5 of 10 Date 5/4/2015 MS Version 2.0.32.0 s mounf,ng Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,orS or R) LFK4: Ed=D+0.75*L+0.75*(LrorSor R) LFKS: 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 LFKS: Ed=0.6*D+0.7* E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel O <-y r Field 15.410 9.832 -8.048 0.915 M t Edges I 15.410 9.832 -9.876 0.915 °' Q max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 41.730 26.620 -21.790 2.478 Edges 41.730 26.620 -26.740 2.478 max action [lb/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 102.400 65.300 -53.450 6.079 102.400 65.300 -53.450 6.079 Edges 102.400 65.300 -65.590 6.079 102.400 65.300 -65.590 6.079 Developer: Page 4 of 10 Date 5/4/2015 MS Version 2.0.32.0 mounting Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor Cs= 0.462 Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped P,= 12.920 lb/ft' 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 lb/ft' r. v C CL Roof areas -Cr Distributed Wind Loading per Base Rail Pressure[lb/ft] Suction[lb/ft] Field 37.115 -41.239 Edges 37.115 -49.486 Dead load Module area Ati,= 17.62 ft2 Modul weight GM= 41.01 Ibs Dead load gm= 2.373 Ib/ft2 Developer: Page 3 of 10 Date 5/4/2015 MS Version 2.0.32.0 mOLinting Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 28 ft 6.33 in Building width 22 ft 1.05 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in ry Roof pitch 40° Rafter height 6.0 in Rafter spacing 16.0 in Q 2p�QOO'R 1 �C ti 'L Developer: Page 2 of 10 Date 5/4/2015 MS Version 2.0.32.0 mounting t Project Information Project data Project description 4276163 Contact Name S-4276163 Street address 222 Ryan Rd City,State,ZIP Florence,MA,01062 Phone Email M i0 N ci- t t4 t Q Developer: Page 1 of 10 Date 5/4/2015 MS Version 2.0.32.0 SolarEdge Power Optimizer P300 Rated DC Input Power-300 watts Signs(See Guide Section 7) Maximum Input Voltage-80 Vdc MEET Range-8 to 80 Vdc PV Module Ratings @ STC(Guide Section 5) Maximum Input Current-30 Adc Maximum Out Current-15 lot Sign for Inverter OCPD and AC Disconnect. Model Make/MOdel Trine TSM-255 PA05T 8 String Limitations-8 to 20 Optimizers,5250 watts STC per string maximum Max Power-POinl Current(Imp) 8.37 Amps Solar PV System AC Point of Connection Power-Point Voltage(Vmp) 30.5 Volts c PV Wire in Free Air or THNN-2/THWN-2 in 3/4"EMT Conduit Max Po Keep under 2%voltage drop, AC Output Current 32 Amps Open-Circuit Voltage(VOC) 38.1 Volts ch Minimum 10 AWG Cu wire each(rated 90 deg CI Short-circuit Current(Isc) 8.88 Amps o Positive,Negative Bare Copper EGC or insulated GEC in conduit Nominal AC Voltage 240 Volts Max Series Fuse(OCPD) 75 Amp3 Nominal Maximum Power al STC(Pmax) 255 Wafts m Maximum System Voltage 1000(IEC)1600(UL) rJ m Minimum AWG Ground Wire(rated E deg C) C Ll,L2,and neutral B AWG Ground wire in l"EMT Or PVC conduit THIS PANEL FED BY MULTIPLE SOURCES [Vac Temperature Coefficient -0.45 %2°c � N w Keep under 1.5%voltage drop (UTILITY AND SOLAR) o f N c' z NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 6 and Appendix Of: NW r SolarEdge SE7600A-US-U Inverter 97.5%CEC Efficiency @ 240 Vac System Labels 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme L.L n 7600 Wac continuous Maximum Output Current 32 Amps Maximum DC Voltage=500 Vdc dry bulb temperature for ASHRAE location most similar to installation location.-26.9°C rA N OU Maximum Input Current 23.5 Adc Ground fault protection provided Nominal Operating Voltage=350 V W U per NEC article 690.35 Maximum DC Current=15.0 Adc per string 2.)Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb N LL Q Max Continuous Output Current=32A temperature for ASHRAE location most similar to installation location 32.5°C LLI SolarEdge DC Safety Switch 440 Vac,50 amps continuous 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47°C in the J 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 wrductors per NEC article 690.35 in roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor design temperature of 47oC or less(all of United States). a.)12 AWG,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 AWG,90°C conductors are generally acwptable for modules with Isc of 9.6 Amps or less when protected by a 15-Amp or smaller fuse. PV Modules=255 Watts STC ALL CONDUCTORS SHALL BE COPPER 29 Modules per Inverter=7395 watts STC �► 1 string of 18 PV Modules 1 string of 11 PV Modules so AR EDGE t2 SE760OA-US-U INVERTER h N IT L2 °o 0 0 0 17 t8 ti SUPPLY-SIDE SOLAR TAP EXISTING ENTRANCE NEC M N 1 - yy 705.12(A) '•' CONDUCTORS 0 0 o RATED: < M 200A gm VISIBLE LOCKABLE 240V/200A N w � a KN FE sREC/ANSI A C PANEL 0 0 0 0 70 f t METER DISCONNECT z L} 200A w W Z m _ J J w Q Q J 40A (n N C B Z 2 O 0 0 0 = L2 IV' SHEET NAME: N LU (D G �W < MIEOUIVALENTOR SIEMENS SIEMENS LU U5934-XL-BLG #LNF222R 60A/240V GEC O J Q UNFUSED FUSED —Ground rn O 60A/240V NEMA3 TO SHEET NEMA3 GF222R EXISTING NUMBER: OR OR LOAD-CENTER EQUIVALENT EQUIVALENT W °o rn U ° c M m W � N PV MODULE,TYP.MOUNT TO RAFTERS OF COMP. °LU SHINGLE ROOF,PARALLEL L-FOOT WITH CONNECTION •N WITH PLANE OF ROOF p_ cr Z �H LLN=z o U N d= MID CLAMP DETAIL of U) /N/��� FLASHING WITH Z U) W Q WATERPROOF SEALANT 0 ' n '3 MOUNTING NOT TO SCALE N iv LL DETAIL PV4.0 - 0 o W 5/18"0a 4 117'MINIMUM STAINLESS STEEL LAG SCREW TORQUE=13i2 M1-IDs. PV ARRAY TYP. ELEVATION END CLAMP DETAIL L—FOOT DETAIL NOT TO SCALE o NOT TO SCALE N NOT TO SCALE d w PERMITTED LEVELING L-FOOT WITH CONNECTION w FOOT SPACING J END CLAMP rn N FRAMING BELOW SHOWN END CLAMP Y DASHED FOR CLARITY n 10 1 L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I PHOTOVOI I I j I LTAIC MODULE I I I I I I I I I I I I PUq Q I I I I I I END CLAMP LU IL PHOTOVOLTAIC MODULE � L=PERMITTED SPACING OR LESS VERIFY WITH QUICK CONFIGURA 1 Z TOR OUTPUT It m J J�=Z LUU J n Ill -1 LU C3 F- ? m SHEET NAME: J l-FOOT WITH MID CLAMP L-FOOT WITH CONNECTION CONNECTION QC UJ 1 1 I c Q MID CLAMP PV4.0 ROOF FRAMING PERMITTED LEVELING PV SYSTEM MOUNT DETAIL SHEET Fool SPACING NUMBER: SCALE:N.T.S. MODULES IN PORTRAIT/LANDSCAPE ° ri NOT TO SCALE a r �1 O� vZ r u m N a,m oz 0 0 K m 0 0� m C N S 50 0 N 7 Q O O p 0 V CD Z G O m N D r C/) m � w Cf) m o o--I p OM p =z r m T `n Z C m y = INSTALLER:VIVINT SOLAR ' Estes Residence INSTALLER NUMBER:1.877.404.4129 PV 2. M?m ROOF m m ivint. 222 Ryan Rd MA LICENSE:MAHIC 170848 m PLAN DRAWN BY:JH S-4276163 Last Modified:5/412015 UTILITY ACCOUNT NUMBER638993 09000 LOCKABLE DISCONNECT SWITCH,INVERTER ANSI METER LOCATION, 174'OF 1"PVC CONDUIT &UTILITY METER LOCATION FROM JUNCTION BOX TO ELEC PANEL V U o m -z z �z I �0 � � U }+ yQy (n F PV SYSTEM SIZE: I W 7.395 kW DC ' co CD N I i I O I JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO Q I ( KEEP JUNCTION BOX OFF ROOF N o N ' I N L I I J N a i I p � H 5 ° � U L U U F- LLI ? m Q 7 S I I LuZ ry W W W m U J m U ? ? � o cu SHEET NAME: ry I i- a 29)Trina TSM-255 PA05.18 MODULES � J N SHEET N NUMBER: — — — — — — — — — —J PV SYSTEM SITE PLAN °. T SCALE: 3/32"= V-0" Page 2of2 B. Loading Criteria • 10 PSF= Dead Load roofing/framing 40 PSF=Live Load(ground snow load) • 5 PSF= Dead Load solar oanels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. 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, deteriorated, structurally compromised or deflect non- uniformly, our office should be notified before proceeding with the installation. 2. 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 1/2', is less than what is 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 1/2' with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Section 1 (Main House): Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every third 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 three (3) rafter spaces or 60"o/c, whichever is less. Section 2 (Garage): 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. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. OFS Ver truly yours, E t C�V1 cn 050 FGIST6P� Scott E.Wyssl' PE FSSiONP& MA License N .50 Vivignt. e e VI'vint 3301 North Thanksgiving Way,Suite.500 Structural Group 1,_(801`,23 0 Scott E. Wyssling,PE Head of Structural Engineering scott.wyssling@vivintsolar.com May 12,2015 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 Re: Structural Engineering Services Estes Residence 222 Ryan Road, Florence MA S-4276163 7.395 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 VisitNerification 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: • Section: 1 (Main House): Roof section consists of 2 x 6 dimensional lumber at 20"on center. • Section 2 (Garage): Roof section consists of 2 x 6 dimensional lumber at 16"on center with 2 x 4 collar ties every 16". The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. The main house exhibited fire damage however the portion that is being installed on had the burned members sistered with 2x6 dimensional lumber to provide additional support to the structure. 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 100 mph based on Exposure Category "B" and 27 and 40 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivint. a C\ The Commonwealth of Massachusetts Department of IndustrialAccidents ' Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/individual): Vivint Solar Developer, LLC Address:3301 North Thanksgiving Way,Suite 500 City/State/Zip:Lehi, UT 84043 Phone#:801-377-9111 Are you an employer?Check the appropriate box: Type of project(required): L V I am a employer with 214 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 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' 9. ❑Building addition [No workers' comp. insurance comp.insurance.1 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 1 L❑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 employees. [No workers' 13.0 Other Solar Installation comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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:11/1/2015 Job Site Address: City/State/Zip: -Q [� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature Date: 11/4/2014 Phone#• 801-2296459 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150 Padizette. t -pee, M 1022 03/25/2017 Addre Expiration Date 413-331-0769 Sig ure Telephone 8 Registered Home Improvement Contractor. Not Applicable ❑ Vivint Solar Developerllo n A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi UT 84043 7/21/2015 Address Expiration Date Telephone 4I3-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)j Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) _-]New House ❑ Addition F-1 Replacement Windows Alteration(s) Roofing Q Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[O] Other[o] Brief Description of Proposed stllation of ro f mounted photovoltaic sola systems#o modules 'C 71B®R'n , e� st ing bedP�om rYes No dding new bedroo e-Y Po n� �� 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 ME 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. Saving ervone Print Na %aakofof OwnedAgent 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 0 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 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 © 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 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. iarsttment uw.,only City of Northa it . Building Depart 212 Main Stree� �r�``�o� �pFai Room 100 Northampton, MA 010 Fwotlir tit frfttciraltl F phone 413-587-1240 Fax 413- 87-1272 )latsite, ' n Ottw APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Pro a Address: 11� 1 C,1(A0 Rd Map Lot Unit lq T'�orenw, � 0/009 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Own r f Record: 034d5l /10111 'Ruon /kA Name(Print) C r M ess: Telephone Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Nam rint) Current Mailing Address: 413-331-0769 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building / (a)Building Permit Fee 2. Electrical r61 L/ (b)Estimated Total Cost of J� "7 Construction from 6 3 Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Check Number Ur This Section For Official Use Only Date Building Permit Number: Issued: Signature. Building Commissioner/Inspector of Buildings Date File#BP-2015-1157 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 222 RYAN RD MAP 22D PARCEL 025 001 ZONE URA(100)/WSP(100)/ 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 29 PANELS ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure - Building-Plans Inchuded Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Sig e of Bui di 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. 222 RYAN RD BP-2015-1157 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:22D-025 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildtnq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Catevzorv: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-1157 Project# JS-2015-002178 Est.Cost: $36975.00 Fee: $222.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 16509.24 Owner: ESTES STUART J JR&ETHEL S Zoning: URA(100)/WSP(100)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT. 222 RYAN RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON.512112015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 29 PANELS ROOF MOUNTED SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final; Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 5/21/2015 0:00:00 $222.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner