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36-332 (4) 13/52 Rail LRFO Allowable Uplift Wind Force(plf) Rall Soon(M 70 80 90 100 110 1 130 150 170 200 240 300 380 480 650 900 3.0 13/52 Rail 3.5 113f5z Rail 4.0 13/52 Rail 4.5 13/52 Rall 5.0 13/52 Ran 5.5 13/52 Rail 6.0 1 1 1 1 13/52 Rall 6.5 13/52 Roll 7.0 13/52 Rail 7.5 13/52 Rail 8.0 13/52 Rail 8.5 13/52 Rail 9.0 13/52 Rail 9.5 13/52 Rall 10.0 13/52 Ran 13/52 Rail IAFO Allowable Uplift Span(ft) Force(Ib) 3.0 1764 3.5 1460 4.0 1243 4.5 1101 S.0 960 S.5 838 6.0 756 6S 690 7.0 651 1.5 598 8.0 533 &5 510 9.0 480 9.S 444 10.0 402 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 30 psf A4.5 30 psf 40 psf 50 psf 60 psf 70 psf 80 sf 90 sf as 65 6.5 6.0 5.5 S.0 4.5 4.0 4.0 3.5 100 6.0 6.0 5.S' 5.0 4.5 4.5 4.0 4.0 3.5 110 5.S 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 4.5 4.5 4.0 4.0 3.5 B 130 S.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 4.5 45 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1 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 Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 sf 60 psf 70 sf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 PSIF 10 gsf 20 psf 30 psf 40 psf 50 psf 60 osf 70 psf 80 sf 90 sf 85 5.0 5A_. SA.. 3S #5 4.0 35 100 'SA,' , ...S.01 5 v4S� 441 ;_ 3.5 110 43 4.S 4.5', 4.5-13.5 ateiionr , 104.0 4o 444 ► ,.. .; 44_ 35 O 130 4.0 4A 4.0' 140 35 35 3 S 351 33 A33 35 150 3.S 3.5 SM 3.5 160 3.0 3.0 3A 3A 3.0 3.0 3A 3 0 3.0 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart 1. The span length applies to a seismic design category E or less M. Maximum cantilever Is L/3 13/52 Rail 2one 2 Span Chart [Category xposure Wind Ground Snow Load Speed 0 psf 10 psf 20 sf 30 psf 40 psf SO psf 60 psf 70 psf 80 psf 90 psf 85 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 a 130 6.0 6.D 6.0 5.5 5.0 4S 4.5 1 4.0 4.0 3.5 140 5.5 5.5 1 5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 160 5.0 S.0 5.0 S.0 5.0 4.5 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 sf 10 psf 20 psf 30 psf 40 psf 1 50 psf. 60 psf 1. 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 1 70 psf 80 psf 90 psf 85 6.5 6.S 6.S G.0 5.5 5A 4.5 1 C0 .. 4.0 1 3.5 100 6A 6.0. 6 0. 55 50 4S 44 i 4.0 3.5 110 ; SS SS S.S S.5 S.0 43 44 44 4.0 . i 3.5 Catem AM $A 5A° 50 5.0 5A 4.5 44 .74.0.. 40 3.S 0 130 5.0 SA S,O 5.0 S:0 4.5 _4.5 40 40 3.5 40 4S 4S 4.5 43 45 4S 4.5 4.0. " 4A 3.5 150 44 4A r 4.0 4.0 4.0 4.0 4.0 4,0 . 4.0 3.S 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1 4.0` 3.S 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 Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs 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 L13 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 &S 7,0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 10.0 8.5 7.0 6.0 5.5 5.0 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 B 130 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 140 J 7.5 1 7.5 1 6.5 1 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.S 6.0 1 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 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 So psf 60 psf 70 psf 80 psf 90 psf 85 9.0 8.5 7.0 6.01 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 3.5 110 7.5 7.5 7.0 6.0 S.S A.. 4S 4.0 4.0 35 Category 120 7.0 7.0 6.5 6.0 SIS S.0 4.5 44 4.0 3:5 D 130 6.5 6.5 6.5 6.0' S.S 3.0 4S 4.0 4.0 3.5 140 6.0 6.0 6.0 5.5 5.0 4.5 '4.5 4.0 4.0_ 3.5 150 5.5 5.5 5.5 S.S 5.0 4:S AS I 4.0 4.0 3.5 160 5.5 S.5 S.S 5.5 5.0 4.5 4.S 1 U 4.0 315 a. The table above ONLY includes 13-52 rail capacity check.It dues 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 I. 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 L Deflection criteria of L/60 per AC428 Section 4.3 J. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I, rhe span length applies to a seismic design category E or less m, Maximum cantilever is L/3 uw�aw�wIC'lC 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, SH of nt�� Paul K. ZACHER � RUCTURAL Paul Zacher,SE-President 0 50100 c�s1� `rS�OrVAIE EKF 6/30/2016 8150 Sierra(ollege Boulevard,Suite 150 • Roseville,(A 95661 • 916.961.3960 P • 916.961.3965 9 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 ano firefighter safety • Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.®All Rights Reserved Careers I Contact I Subscribe I RSS Feeds I Terms&Conditions http:i/www.solaredge.us/groups/us/powerbox-power-optimizer 2/2 2/2012015 Power Optimizer I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA Power Optimizer Inverter Monitoring Power Optimizer hccornmend snare19 SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the maximum power point (MPPT) of each module individually. Furthermore, the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is 4 equipped with the unique 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-Series Module Add:Qn Roarer 90tallars Connected by installers to the PV module and compatible with a wide range.of modules Power Optimizer P Model Module Power Module Voc P300 1 s300W ' <48V t � � P400 s400W <80V i t I P405 5405W <125V Download datasheet ' oritts Commercial P r.OVItim! er Commercial solution connecting two modules per power optimizer Power Optimizer Model j Module Power !Module Voc P600 j 5600W' f<96V i P700 ?5700W" <125V Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http:/Mww.solaredge.us/groups/us/powerbox-power-optimizer 1/2 solar - ! :. Single Phase Inverters far North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US OUTPUT Nominal AC Power Output 3000 3800 11000 6000 7600 9980 @ 208V 11400 VA 10000 @2417V Max.AC Power Output 3300 4150 'i, (rr)208V 6000 8350 10800 @ 208V 12000 VA 5450 a 240V 109500240V AC Output Voltage Min:Nom.-Max M ✓ 183-208-229 Vac AC Output Voltage Min.-Nam-Max."' ✓ ✓ ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom.-Max.1i1 59.3-60-60.5(with HI country setting 57-60-60.5) Nz .. . .. .. . _ . . _. 24 @ 208V 48 @ 208V Max.Continuous Output Current 12.5 1#i ( 25 32 47.5 A I. 21 @ 240V. ... ... '42.p 24pV... GFDI 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds yes yes INPUT Recommended Max.DC Power") 3750 4750 6250 7500 9500 12400 14250 W (STC} Transformer-less,Ungrounded Yes Max;Input Voltage 500 Vdc Nam DC Input Voltage 325(6)208V/350(w 240V Vdc p (3, 16.5 @ Z08V 33 @ 208V Max.Input Current 9 5 1i 18 23 34 S Adt 15.5 @ 24(1V 30 5 @ 240V Max Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98 3 98 98 98 i CEC Weighted Efficiency 97.5 98 97 5 @ 208V 975 97.5 97 @ 208V 975 Y 98°&I 240V SITS @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS48S,R5232,Ethernet,Zili(optional) Revenue Grade Data,ANSI C12.1 Optionall" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(", STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part 15 class 8 INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/f!of strings/ AWG range. ,., 3/4"minimum(1-2 strings/16-6 AWG 3J4"minimum/1-2 strings,'14-6 AWG .. ......................... 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 mitt Weight with Safety Switch 5.114.1 23.2 I ..S4.7/12.14.17 88 4/40.1 It,/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dRA Min.-Mex.Operating Temperature -13 to+140/-,IS to+60(-40 to+60 version availablet") 'F/'C Range, Protection Rating NEMA 3R For other regional settings please contact SularFdge support hl Limited to AS-A for locations where the yearly average high temperature is abu-77'1`/75[end 11,135-A for locations when it a 111 77TF/25'c Por detailed in tnnnation,rrto,to hit III�{(wwwI la redite. )6 IesI is/inv rte r dic oversizing au ide pati j3(A higher current—I—may be used;the inverter will limit its input current to the values stated °(Revenue Rrade Inverter P/N'.St,xxxxA-US000NNR]- isl Rapid shutdown kit P/N:SE1000-RSD-S1 j6I Ab version PIN:SExxxFrA-U5000NNIA r it am R solar=@@ • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US/ SE5000A-US/ SE6000A-US/ SE760OA-US / SE1000OA-US j SE1140OA-US 12 5 • i • The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(99%) 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 solar=ee 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 Powerltl 300 400 405 W Absolute Maximum Input Voltage 48 84 12.5 Vdc (Voc at lowest temperature) 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 % ............ . ......... Weighted Efficiency 98.8 % Overvottage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current IS Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Safety 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 8.34 x 1.59 mm/in Dimensions(WxLxH) 128x152x27.5/ 128x152x35/ 128x152x48/ Pxxx-5 series mm/in 5x5.97x1.08 Sx5.97x1.37 Sx5.97x1.89 Pxxx-2.series 950/2.1 gr/Ib Weight(including cables) Pxxx-5 series 770/1.7 930/2.05 930/2.OS gr/Ib Input Connector MC4 Compatible Output Wire Type/Connector Double insulated;MC4 Compatible Output Wire Length 0-95/3.0 1.2/3.9... it Operating Temperature Range -40-+85/-40-+185 'C/'F Pxxx-2 series IP65/NEMA4 Protection Rating Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % 'I Rated STC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERI" Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations I It is not allowed to mi.MIS with 1`300/1'400/1'600/P700,n one string • solar=@@ SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • r • • w5 PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - IIALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us NOTICE jO,PJST S X LIST Of DOCOMINTS TO Bf, iNCORPORA"LL'.) 1T Agreement, signed by both You and Us, before any IH[ CONTRACT work may be started. a Residential Solar Power Purchase Agreement G. CUSTOMEWS RIGHTTO CANCEL YOUMAYCANCEL b. Exhibit A Notice of Cancellauon, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c Exhibit B State Notices and Dzsclosure�, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C Cert;ficates of Insurance, and AFTER THE TRANSACTION DATE, OR (11)THE START OF e Customer Packet INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into tnis INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED;OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE SW, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL Of ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of tnjs CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a leg<bie copy of eve-� RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE 'NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE, YOUR PAYMENT AT YOUR RESIDENCE BEFORETHE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES You are H. You have the right to require Us to have a entitled to a completely filled In copy of this performance and payment bond 0 BY CHECKING THIS BO), YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION-7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. 0 BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n) AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. 0 BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION,6(ej AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): ';qpizjttdiv "V4041�� Pf:('re-d Nwric Anna Gibson Steve Berry 107860 -ed i"i"i n RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT it. I ) —.11, 1 1.1,­I' ." 12/23/2015 Steve Berry 4714471 tx A LO","l01 Al 40 g 130 Cardinal Way 130 Cardinal Way Florence MA 01062 06/20/2016 FlorenceMA01062 (413) 727-3389 % ors $ .119 20Y Up-Front Cost Energy Price($ kWh) Initial Term Our Promises Your Commitment J At the End of Your Initial Term If You Move 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 BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. _f hl Not�ce of (_'ancelliion rv,,,jy, by ser,* to th,s 4J support@vlvintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Leh-1, UT 84043 877,404.41291 i 1, 801765.5758 mounting systeriis BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 lbs 12 0 12 702-0207 MEC CS RH 40mm 0.000 lbs 24 0 24 700-0102 MC 30-40mm-w/Bonding Plate 0.000 lbs 4 0 4 712-0136 Weeblug Alpha+pa 0.000 lbs 3 0 3 807-0131 ACC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management Clip 0.000 lbs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 lbs 0 0 0 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 lbs 0 0 0 800-1089 BR 10/48 CS; 12ft 13.623 lbs 3 0 3 Total 43.757 lbs M t CL d Developer: Page 9 of 9 Date 1/29/2016 MS Version 2.0.34.0 0 0 w (D 11.08 ft < I rD M 0 (D CY) 3.86 ft 3.86 ft N/ V 8.07 ft 8.07 ft 3.86 ft 3.86 ft < CD m i I I i 00 O w 0 3.00 ft 11.08 ft 3.00 ft Field f Edges Corner Alpha* mounting SVSt: 1'1S Construction - o � C0 � o � r � r N N C O O N U ED U . n u ¢ a ¢ m 1� GO P N I fII 12 a m m Developer: Page 7 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting s'-Ste!"7lS 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 32.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in A3 CL 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 Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 25.3% 8.0 % 5.0 in 31.9% Edges 25.3% 8.0 % 5.2 in 31.9% Comer 25.3 % 8.0 % 0.0 in 31.9% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 1/29/2016 MS Version 2.0.34.0 1 mounting systems Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt frame height 1.6 in Number of modules 4 Modul weight 41.90 lbs Module orientation Portrait Overall power output 1.0 kWp 5ft5.54in 9ft10.80in 1ft8.67in 15 ft 9.46 in ---- 1ft10.07in a 10 ft 10.75 in 3ft0.64in - - - - - - - 3 ft 0.64 in 0 ft XX Oft 5ft4.136 in 17 ft1.O0in Developer: Page 5 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting systems Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75*L+0.75*(L,orSor R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(l,or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7*E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 16.360 9.927 -8.794 0.914 Edges I 16.360 9.927 -10.780 0.914 Q Corner I 16.360 9.927 -10.780 0.914 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 88.650 53.790 -47.640 4.953 Edges 88.650 53.790 -58.400 4.953 Corner 88.650 53.790 -58.400 4.953 Developer: Page 4 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting sys t,-ills Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor CS= 0.477 Snow load-flat pr= 28.000 Ib/ft2 Snow load-sloped p5= 13.350 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. Wind Gust Velocity Pressure q= 16.540 Ib/ft2 �a Roof areas a a Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 80.641 -89.601 Edges 80.641 -107.521 Corner 80.641 -107.521 Dead load Module area AM= 17.65 ft2 Modul weight Gti,= 41.90 lbs Dead load gm= 2.421 Ib/ft2 Developer: Page 3 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting Sy'StLeniS Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 17 ft 1.00 in Building width 24 ft 6.48 in Building height 30 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 39° Rafter height 6.0 in Rafter spacing 16.0 in a a <o' Developer: Page 2 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting J`y stems Project Information Contact Name 4714471 Street address 130 Cardinal Way City,State,ZIP Florence,MA,01062 Phone Email a Q Developer: Page 1 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting systr'-n;s BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 lbs 85 0 85 702-0207 MEC CS RH 40mm 0.000 lbs 60 0 60 700-0102 MC 30-40mm-w/Bonding Plate 0.000 lbs 6 0 6 712-0136 Weeblug Alpha+pa 0.000 lbs 20 0 20 807-0131 ACC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management Clip 0.000 lbs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 lbs 0 0 0 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 lbs 0 0 0 800-1089 BR 10/48 CS;12ft 13.623 lbs 16 0 16 800-1085 BR 10/48 CS;16ft 13.623 lbs 6 0 6 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 lbs 2 0 2 Total 321.555 lbs t a a Developer: Page 9 of 9 Date 1/29/2016 MS Version 2.0.34.0 0 0 cu rD 0 3 0f o -0 W Q 0 46.31 It N rn 6.40 ft 6.40 ft -t—+- 4--i- +- I -t—F—+ t i I i 13 i 19.20 ft �I I' 19.20 ft i I — 6.40 ft 6.40 ft ----- -_t. L_ LLtLl - -L-LLL LI- 5.18ft 46.31 ft 5.18ft Ln rD v U Field ( 1 Edges 0 Corner Q) o (D _, � M N 00 O W � o O lD Alpha' 00 / rD, � � LA N O V�t O cnN X Attachment IIII � � I ail 1 ! 111111 ! Osplice G ! I I ! I I I I ! ! I I ! ! I I ! ( ( ! A=GS 10/48 12 ft[4 ft 5.03 in] 8=GS 10/4812ft[4ft7.70in] ! 1 1 1 1 1 KI I I I D=G5 10/48 12 ft[4 ft 952 in] * * * 1F[3 E=GS 10/48 12 ft[4 ft 11.02 in] ! ! ! ( ! KI 1 J iJ ! ! I ( F=GS 10/48 12 It[5 ft 2.01 in] G=GS 10/48 12 ft[5 ft 6.13 in] ! I I I I I J ! E I I ! i ] =GS 10/48 16 ft[15 ft 4.53 in] J=GS 10/48 16 ft[16 It 0.01 In] 10/48 16 It II I A E' JO IIII L=GS 10/4812 ft[0 ft 2.94 in] --Al-->�— ( ! ! 1 C 8 3.32 ft 1B Ln cu Lnc < UQ O 7 N O O -" W A O lD Alpha* 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 32.00 in 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^3 `C Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 15.9% 5.1 % 15.6 in 20.5% Edges 15.9% 5.1 % 10.2 in 20.5 % Comer 15.9 % 5.1 % 14.3 in 20.5% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting Sy SterII'S Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 18 Modul weight 41.90 lbs Module orientation Landscape Overall power output 4.7 kWp :a CL ;,Rtir= i Developer: Page 5 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting s; s elms Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75* L+0.75*(Lr or S or R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75*L+0.75*(0.6*W)+0.75*(Lr or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6*D+0.6*W LFK8: Ed=0.6* D+0.7*E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 17.540 10.030 -8.747 0.854 M t Edges I 17.540 10.030 -10.730 0.854 q Corner I 17.540 10.030 -10.730 0.854 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 57.180 32.690 -28.510 2.783 Edges 57.180 32.690 -34.980 2.783 Corner 57.180 32.690 -34.980 2.783 Developer: Page 4 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting syster is Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.523 Snow load-flat p,= 28.000 Ib/ft2 Snow load-sloped ps= 14.650 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. Wind Gust Velocity Pressure q= 16.540 Ib/ftZ s Roof areas C Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 48.509 -53.899 Edges 48.509 -64.678 Corner 48.509 -64.678 Dead load Module area AAti,= 17.65 ftZ Modul weight Gti,= 41.90 lbs Dead load gm= 2.421 Ib/ftZ Developer: Page 3 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting s ten-iS Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Rooftype Gable roof Building length 56 ft 8.00 in Building width 51 ft 9.33 in Building height 30 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 36° Rafter height 6.0 in Rafter spacing 16.0 in irl � 00 4a' •mac Q \ 411. Developer: Page 2 of 9 Date 1/29/2016 MS Version 2.0.34.0 'wlw-w mounting 7'y'::'t,-t,T 1 S Project Information Contact Name 4714471 Street address 130 Cardinal Way City,State,ZIP Florence, MA,01062 Phone Email co t CL Q Developer: Page 1 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting s`/`V tCii-iS BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 lbs 50 0 50 702-0207 MEC CS RH 40mm 0.000 lbs 36 0 36 700-0102 MC 30-40mm-w/Bonding Plate 0.000 lbs 4 0 4 712-0136 Weeblug Alpha+pa 0.000 lbs 9 0 9 807-0131 ACC Wire Management Clip 0.000 lbs 0 0 0 807-0134 Omega Wire Management Clip 0.000 lbs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 lbs 0 0 0 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 lbs 0 0 0 800-1089 BR 10/48 CS;12ft 13.623 lbs 9 0 9 800-1085 BR 10/48 CS;16ft 13.623 lbs 2 0 2 706-0057 Splice,external,f.BR 10/48 CS 0.427 lbs 2 0 2 Total 162.739 lbs M t CL Q Developer: Page 9 of 9 Date 1/29/2016 MS Version 2.0.34.0 o v C M �, �3 O 29.13 ft N �(� 4.50 ft 4.50 ft n -- 1 ------rL-t-1- -1-1- _�- 11; ii If[ I 13.68 ft 13.68 ft i i i 7 4.50 ft 4.50 ft Li N 1� ( 3.64 ft 29.13 ft 3.64 ft rDCD m �. ao Field 1 Edges Corner N 00 O W � O O lD Alpha* 00 r) O O O U' � ,� 4 'aa 1n u a 0 D N NLo 0 �s N : O N Qt X Attachment splice A A=GS 10/4812ft[5ft0.511n] 3.32 ft B=G510/4812It[1Oft7.76in] Al C=GS 10/48 12 ft[10 ft 9.25 In] D=GS 10/4812R[10ft 10.75 in- E=GS 10/48 16 It E F F=GS 10/48 12 It[5 ft 7.24 in] D E CLn Cu F LnC �. V O ' 3 N O W A O tD Alpha` mounting s'y's ieni s 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 32.00 in 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 a 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 Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 15.6 % 5.0 % 14.4 in 19.9 % Edges 15.6% 5.0 % 11.7 in 19.9% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting systems Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 11 Modul weight 41.90 lbs Module orientation landscape Overall power output 2.9 kWp LI—L I 4 C F;ft n 1AW L fl. Q i i I i i t; GFS I st ti ei Developer: Page 5 of 9 Date 1/29/2016 MS Version 2.0.34.0 ._.q . Ww mounting sys'Lems Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75*L+0.75*(L,or S or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(4 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 [Ib/ftz] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 17.010 10.030 -7.964 0.854 Edges I 17.010 10.030 -9.792 0.854 C max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 55.450 32.690 -25.960 2.783 Edges 55.450 32.690 -31.910 2.783 Developer: Page 4 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.523 Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped ps= 14.650 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. Wind Gust Velocity Pressure q= 15.230 Ib/ft2 ❑. Roof areas a Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 44.679 -49.643 Edges 44.679 -59.572 Dead load Module area Ati,= 17.65 ft2 Modul weight Gti,= 41.90 lbs Dead load gm= 2.421 Ib/ft2 Developer: Page 3 of 9 Date 1/29/2016 MS Version 2.0.34.0 mounting SVS+et1lS Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 36 ft 5.00 in Building width 36 ft 8.47 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 36° Rafter height 6.0 in �a Rafter spacing 16.0 in a Q •c h� b� C�^ 47' Developer: Page 2 of 9 Date 1/29/2016 MS Version 2.0.34.0 NNW— 1w systen-is Project Information Contact Name 4714471 Street address 130 Cardinal Way City,State,ZIP Florence,MA,01062 Phone Email M Q, Q Developer: Page 1 of 9 Date 1/29/2016 MS Version 2.0.34.0 DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant 'opens all ungrounded conductors U o C: a Notes: SE760OA-US-U Inverter Specs: CDCEC Tn ALL CONDUCTORS AC 98% �" � AC Operating Voltage 240V N g Z Continuous Max Output 32A moo;Z SHALL BE COPPER DC Maximum Input Current 23A �;LL0 Solar Edge Optimizer Specs: La) P300 DC Input Power 30OW CO DC Max Input Voltage 8-48V DC Max Input Current 12.5A Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 34 PV MODULES PER INVERTER=8840 WATTS STC Lowest Min.Mean Extreme DB -22.8°C VOC Tem coefficient V/°C Short JKcuit Cu 60 1 STRING OF 19 PV MODULES p Short Circuit Current(Isc) 9.11A 1 STRING OF 15 PV MODULES System Specs: Open Circuit Voltage(Voc) 37.8V Operating Current(Imp) 8.47A * Max DC Voltage 500V Operating Voltage(Vmp) 30.7V o o a B 9 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A *NM-1 Max.DC Current per String 15A STC Rating(Pmax) 260W am 2 _iT TF - - Nominal AC Current 32A Power Tolerance -0/+3% o o o Integral Revenue Grade Meter Compliant e� J SOLAREDGE with ANSI C12.1-2008 1_1 12 N P300 OPTIMIZERS v a SOLAREDGE �j Oj o 0 0 14 15 SE7600A-US-U g - e INVERTER Siemens#LNF222R Z Q _ _ _ SOLAREDGE 6oN24aV UNFUSED 20-NEMA3 >> 3 z y 0 0 0 = = DSW RCHY M* OR EQUIVALENTW W 2 SOLAREDGE U M P300 OPTIMIZERS QQ (A N J K 2 2 Q 40A � U SHEET -- — =ffEXISTING NAME 240V/200A AC w -------------------------------- D LOAD-CENTER 0 VISIBLE WITH 1-2 POLE 40A M Q LOCKABLE SOLAR BREAKER 1 KNIFE'AIC — 2 DISCONNECT — SHEET 2 - NUMBER: PV WIRE IN FREE AIR INTO THWN-2 IN 1"PVC CONDUIT. MINIMUM 8 AWG CU WIRE(RATED 90 DEG C)IN 1"PVC C� KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU CONDUIT.Ll,O L2,AND NEUTRAL;8 AWG GROUND WIRE.WIRE EACH(RATED 90 DEG Q.6AWG BARE COPPER EGC KEEP UNDER 1.5%VOLTAGE DROP. W OR 8AWG INSULATED COPPER EGC IN CONDUIT. s ^' N W U Q N� PV MODULE,TYP.MOUNT o TO RAFTERS,PARALLEL IEJ 3 o m WITH PLANE OF ROOF L-FOOT WITH CONNECTION ® pj Z LJ- U c Z adz FLASHING WITH ��LL O MOUNTING WATERPROOF SEALANT L DETAIL PV40 MID CLAMP DETAIL 00 ei is J NOT TO SCALE 1 _ &16'8x41/2"MINIMUM STAINLESS STEEL LAG SCREW TORQUE=1352 ft-lbs, ❑ f PV ARRAY TYP. ELEVATION �} ® LEVELING FOOT ON COMP MOUNT ' NOT TO SCALE NOT TO SCALE END CLAMP DETAIL NOT TO SCALE m o PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP m N FRAMING BELOW SHOWN END CLAMP DASHED FOR CLARITY 0 PHOTOVOLTAIC MODULE 2 I I I I I m I I I I I I END CLAMP _ d) I I I I I I I I I I I I I I I I I I I ~ W I I I I I I I I I I I I I PHOTOVOLTAIC MODULE ; � N CANTILEVER=U3 L=PERMITTED SPACING I I I I I I I I OR LESS ZLu D_ K N m W W Z m I I I I I I I I I I I I I J J � z I I I I I I I I < < J I I I I I I I I I I I I z z Z I I I I I I I I I I I I I I I I I I I I I SHEET I I I I I I NAME: I I I I I I I ROOF FRAMING IION MID CLAMP Z J CONNECT I 1 L-FOOT WITH CONNECTION � Q PERMITTED LEVELING w MID CLAMP FOOT SPACING Zc PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET NUMBER: NOT TO SCALE MODULES IN PORTRAIT/LANDSCAPE o NOT TO SCALE 4 City ot NofthamPtan Building Department � ¢4//t/ Plan Review 212 Main Street Northampton, MA 01060 D o x� 3 00 -U o -Mo'<`C z ib G C5 0 z z- i S� N O O Z \ M �mZ caC m ^/ m ZOO Ox-n -q X11 O03 DD O- C) O � m< M 000 Op mo Do N Ome m M r1 T < Z, 1 1 Orn I I �O 0o Z m m�m� I i o O — n Z mm'O mMm? MnCnz I O Oom AOnm M I I z?m 1 I I I I I I I I I 1 i L————————————————— c D G r U m � M II 07 M v r D Z 130 Cardinal Way, Florence MA 01062 m 3m INSTALLER NUMBER::187.404.4129 Berry Residence PV 1.0 A SITE r^� MA LICENSE:MAHIC 170848 Ivin , Florence,MAI 01062 PLAN DRAWN BY:SW I S-4714471 Last Modified:12/8/2015 UTILITY ACCOUNT NUMBER:51483-02019 NN U C N� V STRING#2: 3 m 15 MODULES •N j Zi �Z ^L' LL yU MW F- W Zi Roof Section 2 Roof Azimuth:162 Roof Tilt 36 rws N _N V w a V STRING#1: m 19 MODULES 5,J Roof Section 3 RoofAzimuCc 252 Roof Tilt 39 g gmo � 0 COMP.SHINGL NO w LU z m a z w . Lw Zi Lu z m J J V a J � N a z z P o SHEET NAME: LL Z PLUMBING VENT(S)--jSHEET NUMBER: i Roof Section 1 TIE INTO METER# Roof 252 92315436 PV SYSTEM ROOF PLAN o Roof Tilt:36 N SCALE: 3/32"= V-0" > d Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 40 PSF = Live Load (ground snow load) 3_PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2' thick and mounted 4 '/z' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1, 2, and 3): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four(4) spaces or 64"o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, ���OF 10 S y .� SU Vll Scott E. Wyssling, P No 507 MA License No. 5 7 A9o�9FcrsTEQ FSS/ANALIL I ENS' • 0 IvInT. 3301 North Thanksgiving Way, Suite 500 Structural Group P:Lehi, 1)234 7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vlv%ntsolar.com December 09, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Berry Residence 130 Cardinal Way, Florence MA S-4714471 8.84 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1, 2, and 3): Roof section is composed of 2x10 dimensional lumber at 16"on center with 2x4 collar ties every 32" and a 1 layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 90 mph based on Exposure Category B and 36 and 39 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 3 per (ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. The Commonwealth of Massachusetts Department of Industrial Accidents ' U1WOffice of Investigations I Congress Street,Suite 100 0;�V_ _ Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Vivint Solar Developer, LLC Address:3301 North Thanksgiving Way,Suite 500 City/State/Zip:Lehi, LIT 84043 Phone#:801-377-9111 Are you an employer?Check the appropriate box: Type of project(required): 1.S6 lam a employer with 214 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 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.t required.] 5. ❑ We are a corporation and its 10.F]Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I I.❑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' 1 AN Other 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. -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 lite policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lic.#:WC 509601300 Expiration Date:111'/'1//2015 Job Site Address:l City/State/Zip:__)C !d rMCet, (q4 Attach a copy of the workers' compensation policy declara ion 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 OW 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 Pad2ette St Unit B.Chicopce, MA 0 1022 03/25/2017 Addrespfl 00, Expiration Date 413-331-0769 Sig re Telephone 9,Realstered Home Improvement Contractor: Not Applicable ❑ Vivint Solar DevelopC.r/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi.UT $4043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.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 aaalicable) New House ❑ Addition Replacement Windows Alteration(s) Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0) Decks [[11 Siding[O) Other(64 Brief Description of Proposed [/ Work: Insta)lation of roof mounted Dhotovoltaic solar systems#of modules cL'J Please mail permit in self-addressed envelope. Thank you Alteration of existing bedroom Yes No Adding new bedro m Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.If New house and or addition to existlna housing, complete the followina: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes _No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, Vivint Solar Developer as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Savina Cervone Print 5 Signa ure of Ovmr/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 tilled 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 oarkine) # ofParking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW © YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtainedO Obtained © , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only ~"""-- f Northampton Status of Permit: RECEIVED Buil ing Department Curb Cut/Driveway Permit 2 2 Main Street Sewer/Septic Availability FEB —8 C 016 Room 100 Water/Well Availability, rth mpton, MA 01060 Two Sets of Structural Plans DEP 41 -5 -1240 Fax 413-587-1272 PlotlSite Plans Nc� rt,nrP c:N :-;�r�s Other Specify ttr �c�o APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Prooertv Address: / .� This section to be completed by office 1,30 <3 111a1 bP:9 Map Lot Unit Flomnee, l i lA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 7-1D,) r M r cru Name(Print) Cyjr��M Telephone Signature 2.2 Authorized Assent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name t) Current Mailing Address: 413-331-0769 Signa ure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 3359. 60 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Check Number J This Section For Official Use Only Building Permit Number: Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0999 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 130 CARDINAL WAY MAP 36 PARCEL 332 001 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 8.84 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 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 De of on y Signa re of Building klal 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. 130 CARDINAL WAY BP-2016-0999 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:36-332 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0999 Project# JS-2016-001687 Est. Cost: $19448.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO Const. Class: Contractor: License: Use QropRj_ VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 19558.44 Owner: BERRY STEVEN Zoninw. Applicant: VIVINT SOLAR DEVELOPER LLC AT. 130 CARDINAL WAY Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON.-21812016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 8.84 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/8/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner