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37-075 i r 13/52 Rag tRFD Allowable Uo#t Wind Force(oln Rail Soon(it) 70 80 90 100 110 130 150 170 200 240 300 380 480 1 650 900 3.0 13152 Rag 3S 13/52 Rall 4.0 13/52 Ralf 45 13/52 Rag 5.0 13152 Rag 5.5 13/52 Rail 6.0 13/52 Reli 6.S 13152 Rag 7.0 13/52 Rag 7.5 13/52 Rag 8.0 13152 Rag 8.5 13452 Rag 910 13152 Pall 9.5 13!52 Rail 10.0 13/52 Pao 13/52 Reg IRFD Allowable UplIR Span(P:) Force 0b) 3.0 1764 3S 1460 4.0 1243 4.5 1101 5.0 960 5.5 838 6.0 756 6.5 690 1.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 10.0 402 i 13/52 Rail Z ne 3 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 pst 40 psf SO psf 60 psf 70 psf 80 psf 90 psf 85 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 5S 5.0 45 4.5 4.0 4.0 3.5 110 5.5 S.5 5S 5.5 S.0 4.5 4.5 4.0 4.0 3.5 category 120 5.0 5.0 S.0 5.0 5.0 4.5 .4.5 4.0 4.0 3.5 B 130 5.0 1 50 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 4S 45 4.5 4.5 4.5 43 4.5 40 4.0 3.5 150 40 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 1 4.0 4.0 4.01 1 4.0.-]-,- 4.0 4.0 1 4.0 4.0 365 Exposure Wind Ground Snow Load S eed 0 psf 30 sf 20 psf 30p 40 f 50 sf 60 sf 70 sf 80 f 90 sf Exposure Wind Ground Snow Load Speed 0 sf 10 sf 20 od 30 psf 40 psf 50 psf 60 Vsf 70 psf BO pst 90 pst : .. 0" 3.5 3S Y � 15 0 4AtM ?RQ"`° 3.5 3Ali 3S 3.5 160 3.0 30 & $0 '., .. 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 601bs 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 AS 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 Wind Ground Snow Load Exposure Seed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 PSI 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 7.0 610 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 45_ 4.0 4.0 3.5 Category 120 6.5 63 6.5 5.5 5.0 5.0 is 4.0 4.0 - 3.5 B 130 6.0 610 6.0 5.5 5.0 4.5 4.5 CO 4.0 3.5 140 5.5 5.5 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 45 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 I Wind Ground Snow Load Speed 0 sf 1Q psf 20 psf 30 psf 40 psf 50 psf 60 sf 70 Dsf 80 sf 90 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 6.0 6.5 .' �.. . S ,.S.Q_ 3.5_ ! 0 � `9' 3 , .5.yo kky 34 3.5 d . A . 3S a I7W ,4 -,.:4g 7"S :_ ._..45 .; .. >_.. „ 45 0; 3.5 4b 4A `.411 1 3.5 :`' 160 4A 40 4.0 40 4o_ 4A ' 'i0 +4 ;:° ... .LL 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,krt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is Oft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 ibs h. Height of solar panel Is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 13/52 Rail Zone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 ps 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 10.0 SS 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 45 4.0 4.0 3.5 Category 120 9.0 8.5 7.0 6.0 5.5 5.0 45 4.0 4.0 3.5 B 130 8.0 8.0 7.0 6.0 5.5 5.0 75 4.0 4.0 3.5 140 7.5 7.5 5.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 55 4.5 4.0 4,0 3.5 160 7.0 7.0 65 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed F-0 psf 10 psf 20 psf 30 ps 40 psf 50 sf 60 psf 70 sf 80 sf 90 psf Exposure Wind Ground Snow Load Speed 0 PSIF 10 psf 20 psf 30 os 40 PSf 50 psf 60 psf 70 psf 80 psf 90 psf 85 9.0 8.5 7,0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 8.5 8.0 7.0 6.0 5.5 50 4.5 4.0 4.0 35 110` 9 -7.5 7.0P ..6.0. ._ 5.5 _ _ Q .0, Category 120 7.0 7.0 as 6.0 , . . 5:5 5.0. . 44 _4.0 °...4.0 -,34 D 130 65 '6.5 6.S '6:0- SS X50` '44 ' -"4:0 3.5 140 6.0 6.0 6,0 5.5' S 0 As ">"to i 0 1S ` 150 5.5 5«5 55: S5° 5:�` 4 `' . t . 4.57 40_ 17, 3.5 160 5.5 5.5 5.5 5.5 5.0 4.5 4S 44 3S 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 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 a re 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 raioorrw� ■.rrrr =ww�ll"-C STRKTORAI EN61HEOS 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,ASCElSEI 7-05 2. 2009 International Building Code,by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by[CC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13152 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, OF PAUL K. ZACHER RUCTURAL Paul Zacher,SE-President No.50100 GISTE `rSbNALi: 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 SdarEdge 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.®Air Rights Reserved Careers I Contact I Subscribe I RSS Feeds I Terms&Conditions httpJMww.solaredge.us/groups/us/powerbox-power-optimizer 212 2/20/2015 Power Optimizer I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA aa� lkwww Power Optimizer Inverter Monitoring Power Optimizer Rocommend Share 19 SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box.The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the maximum power point (MPPT) of each module individually. Furthermore, the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is equipped with the unique SafeDCTm feature which automatically shuts down modules'DC voltage whenever the inverteror grid power is shutdown. The MPPT per module allows for flexible installation design with multiple orientations,tilts and module types in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings 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: 104arl2s Mgd&A n Power 0A30mizers Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model Module Power Module Voc P300 5300W <48V P400 540OW <80V P405 5405W <125V Download datasheet P-Serles Cammer Ial e0mrQgftka Commercial solution connecting two modules per power optimizer Power Optimizer Model Module Power I Module Voc P600 <600W` <96V P700 r700W* <125V `Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http://www.solarecige.us/groups/us/powerbox-power-optimizer 1/2 solar " Single Phase Inverters for North America SE3000A-US/SE3800A US/SE5000A US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE3800A-US SES000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 1 80 @ 240V 11400 VA .�...... 540X)@ 20RV 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA 5450 4c240V 10950,@240V, AC Output Voltage Min:Nam:Max 03 ✓ 183-20 8-229 Vac AC Output Voltage Min:Nom-Max!'' 01 ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom:Max."' 59,3:60.60 (with HI country setting 57-60-60.5) Hz 24 @ 208V @ 208V Max.Continuous Output Current 12.5 I6 25 32 47.5 A .4 48 2�1 240V GFDI t A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Poweri" 3750 4750 6250 7500 9500 12400 14250 W Transformer-less,Ungrounded Yes ..... ........ Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Currents" 95 13 16.S @ 208V 18 23 33 @ 208V 34.S Adc 240 V 30.5Q).?49Y . 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 96 98 98 % CEC Weighted Efficiency 97-5 98 97 5 @ 208V 97.5 97.5 97 @ 208V 975 % 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485,R5232,Ethernet,2igBee(optional) Revenue Grade Data,ANSI 032.1 Optionall" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installedfsl STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4e minimum/8-3 AWG .....I. ..... DC input conduit size/k of strings/ AWG range. ,,, , ,, 3/4"minimum J 1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x'7'j­ 30.5 x 12.5 x 7.5/ In/ HXWXD 775x315x172 775)1315x191 305x125x10.5/775x315x260 Weight with Safety Switch 51.2/23.2...... I 54,7/24.7 88,4/40.1 1/kg Cooling Natural Convection .. Fans(userreQlaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature Range 13 to+140/-2'.5 to+60(-40 to+60 version availablel61) 'F/'C . , Protection Rating NEMA 311 in For other regional settings please contact SolarEdge support it Limited to 125%for locations where the yearly average high temperature is ahnve 77'F/25'C,rnd to 135%for lootlons where it u below 77'F/25"C Fordelailed information,refer to http,i/wwwsolarede u!fit /odfs/Inverter dc oversizing gukie odf i"A higher current source may be used;the inverter will limit its input current to the values stated I"Revenue grade inverter P/N:SEVKZxA-U5000NNR2 Ist Rapid shutdown kit P/N;SE3000-1450-S1 Isl-40 version P/N:SExmA-U5000NNU4 SUf15t7Et' � • solar • • • : • SolarEdge Single Phase Inverters For North America SE3000A-US/ SE380OA-US/ SE500OA-US/ SE6000A-US/ SE760OA-US/ SE1000OA-US/SE1140OA-US y 25.x= • i i The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98°x) 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-THE NETHERLANDS-ISRAEL www.solaredge.us so I a r - e • :. 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 Power() 300 400 405 W .......... . Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest tem P......erature1 . .. ................ .... 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 II 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 Part1S 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(W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ Pxxx-5 series 5x5.97 5x5.97x1.89 mm/in 5x5.97x1.08 ...... . . . . Pxxx-2 series 950/2.1 gr/lb Weight(including cables) Pxxx-S series 770/13 930/2.05 930/2.05 gr/lb Input Connector MC4 Compatible . . ............. Output Wire Type/Connector Double Insulated;MC4 Compatible . . Output Wire Length 0.95/3.0 1.2/39 m/ft Operating Temperature Range -40-+85/-40-+185 -C/'F Pxxx 2 series IP65/NEMA4 Protection Rating Pxxx-5 series IPfiB/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 INVERTERIII Minimum String Length g 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations �'�It is not allowed to mix P405 with P300/1'400/1'600/P700 in one string • solar=@e 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 - I1ALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us NOTICE TO qUSTOMERS, A. LIST CO DO( OMENIS I0 BE INCORPORATED iNTo Agreement, signed by both You and Us, before any flit CONT RAC I work may be started. a Residential Solar Power Purchase Agee-ient G. CUSTOMER'S RIGHTTO CANCEL YOU MAY CANCEL b. ExhRbit A Notice of Cancellat-on, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c Exhibit B State Notices and D sclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Lxh=bit C Certificates of insurance, and AFTER THE TRANSACTION DATE, OR (11)THE START OF e Customer Packet INSTALLATION OF THE SYSTEM OR ANY OTHER I hese documents are expressly incorporated into tn;s 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: VIVIINT 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 SM, LEHI, UT 84043, ATTN: PROCESSING PLACE 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 o= tn s 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 i'eg,b,e copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed. during tte 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 BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF TriiS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES You are H. You have the right to requ!re Us to have a entitled to a completely filled in copy of this performance and payment bond 0 BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 71MI AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING THIS BOX, YOU AGREE AND OFT-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 ARB17TR.ATION AND WAIVE THE RIGHT TO A JURY TRIAL AS DESCRIBED IN SECTION 6(ej AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Mark Simonich William Cichanowicz 95369 vivint, RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT 1 nt '4­ It.� 01/06/2016 William Cichanowicz 43 Old Wilson Road 43 Old Wilson Road Northampton MA 01062 07/04/2016 Northampton MA01062 (413) 584-5134 Bird989@aol.com so s .119 20yrs Up-Front Cost Energy Pricer($/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. I ho No',co of C,inct 1��O,c,f i Ov1 n aivitsolr.com vivintsolar.com h, i-I support( 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 - 877,404.4129 801.765.5758 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 20 0 20 702-0207 MEC CS RH 40mm 0.000 Ibs 8 0 8 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 8 0 8 712-0136 Weeblug Alpha+pa 0.000 Ibs 4 0 4 807-0131 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-601 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 13.123 Ibs 4 0 4 Total 59.305 Ibs m .c Q Developer: Page 8 of 8 Date 1/7/2016 MS Version 2.0.34.0 00 � ` � , � 3 a � 0 V N O N Ot 33.36 R 3.27 R 3.27 ft HIIIIHIIHHH ) i i 9.80 ft I 9.80 ft i 3.26 R ft 33.36 ft 30k3.26 Field n Edges Comer LA LA r�o v �. ac o ro N V O W A O 00 Alpha' mounting systems Construction 0 0 N L N v � II a ik a X o N M 4 s CL _ Q a a a a Developer: Page 6 of 8 Date 1/7/2016 MS Version 2.0.34.0 mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 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^3 a Resistance moment Wy 0.24 in^3 Q Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 15.9% 5.1 % 10.1 in 24.0% Edges 15.9% 5.1 % 10.1 in 24.0 % The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 5 of 8 Date 1/7/2016 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 6 Modul weight 41.90 1 b Module orientation Landscape Overall power output 1.6 kWp 3it8.38in 10 ft 10.75 in 241`1 10.88in 16 f:4.00 in _ O. Q 5 ft 334 in 9 ft 10.80 it 1ft 0.68in -- - -- 1ft1.86in dR - - X O ft 3 ft 8.38 in 39 ft 6,00 in Developer: Page 4 of 8 Date 1/7/2016 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,or S or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75* (L,or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.490 7.458 -6.860 0.497 �o Edges I 20.490 7.458 -14.170 0.497 C max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 66.780 24.310 -22.360 1.619 Edges 66.780 24.310 -46.190 1.619 Developer: Page 3 of 8 Date 1/7/2016 MS Version 2.0.34.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ftZ Shape factor Cs= 0.692 Snow load-flat pr= 28.000 Ib/ftZ Snow load-sloped Ps= 19.380 Ib/ftZ Wind load Basic wind speed v= 100.00 mph Terrain category B:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 15.230 Ib/ft2 M M s Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.822 -44.679 Edges 24.822 -84.394 Dead load Module area AN,= 17.65 ftZ Modul weight Gti,= 41.90 Ibs Dead load gm= 2.421 Ib/ftZ Developer: Page 2 of 8 Date 1/7/2016 MS Version 2.0.34.0 �.'" w— mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 39 ft 6.00 in Building width 30 ft 8.36 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 20° Rafter height 6.0 in M Rafter spacing 16.0 in a a e,- 2D���th �g „o Developer: Page 1 of 8 Date 1/7/2016 MS Version 2.0.34.0 W mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 49 0 49 702-0207 MEC CS RH 40mm 0.000 Ibs 28 0 28 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 14 0 14 712-0136 Weeblug Alpha+pa 0.000 Ibs 5 0 5 807-0131 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 5 0 5 800-1085 BR 10/48 CS;16ft 13.623 Ibs 5 0 5 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 Ibs 5 0 5 Total 151.505 Ibs t .c a a Developer: Page 8 of 8 Date 1/7/2016 MS Version 2.0.34.0 00 Oo0A rto CID 4 N O N 33.36 ft i 3.27 ft 3.27 ft I I 9.80 ft I I 9.80 ft i I 3.26 ft i I 3.26 ft 3.07 ft 33.36 ft 3.07 ft Field I—I Edges Comer M v 0 rD N V O W A O 00 Alpha' oa (D CD o 3 , � a CD ( c —0 to o � N rn X Attachment 0 splice B B D- A=G5 10/4812 ft[10 R 10.75 In_ B B D B=Gs 10/48 16 It C=G510/4812R[0ft4.49in] D=GS 10/48 12 ft[6 ft 3.47 in] R A B Ln v to d < vo m fD O 7 N p O W A O 00 Alpha' mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 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 a Resistance moment Wy 0.24 in A3 Q Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 15.9% 5.1 % 8.6 in 24.0 % Edges 15.9% 5.1 % 0.0 in 24.0% Comer 17.0% 5.4 % 10.1 in 26.2% 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. Developer: Page 5 of 8 Date 1/7/2016 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 14 Modul weight 41.90 Ibs Module orientation Landscape Overall power output 3.6 kWp Oft 10.$7 in 38ft3.49in Oft 3.64 in 16ft 4.00in� p 2 ft 5.8,1 Q 9 ft 10.8C it 31t 10.19 in 3 It 11.37 it 011 X 0 Will 0.87 in 39 ft 6.00 in Developer: Page 4 of 8 Date 1/7/2016 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,or S or R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(Lr or S or R) LFK6b: Ed=D+0.75*L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6*D+0.7* E max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.490 7.458 -6.860 0.497 m s Edges I 20.490 7.458 -14.170 0.497 a Q Corner I 20.490 7.458 -22.400 0.497 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 66.780 24.310 -22.360 1.619 Edges 66.780 24.310 -46.190 1.619 Corner 66.780 24.310 -73.000 1.619 Developer: Page 3 of 8 Date 1/7/2016 MS Version 2.0.34.0 'W mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.692 Snow load-flat pr= 28.000 Ib/ft2 Snow load-sloped ps= 19.380 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 M s Roof areas a a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.822 -44.679 Edges 24.822 -84.394 Corner 24.822 -129.073 Dead load Module area Ann= 17.65 ft2 Modul weight GN,= 41.90 Ibs Dead load gm= 2.421 Ib/ft2 Developer: Page 2 of 8 Date 1/7/2016 MS Version 2.0.34.0 low mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 39 ft 6.00 in Building width 30 ft 8.36 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 20' Rafter height 6.0 in Rafter spacing 16.0 in a a �i .,,poi ii�,lm i � ,�cr�e•- -,c �o on' Developer: Page 1 of 8 Date 1/7/2016 MS Version 2.0.34.0 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 26 0 26 702-0207 MEC CS RH 40mm 0.000 Ibs 16 0 16 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 6 0 6 712-0136 Weeblug Alpha+pa 0.000 Ibs 3 0 3 807-0131 ACC Wire Management Clip 0.000 Ibs 0 0 0 807-0134 Omega Wire Management Clip 0.000 Ibs 0 0 0 712-0148 Rail/Microinverter Attachment-M8x20mm T-Bol 0.000 Ibs 0 0 0 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 Ibs 0 0 0 800-1085 BR 10/48 CS;16ft 13.623 Ibs 3 0 3 800-1089 BR 10/48 CS;12ft 13.623 Ibs 3 0 3 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 Ibs 3 0 3 Total 90.085 Ibs t CL a Developer: Page 8 of 8 Date 1/7/2016 MS Version 2.0.34.0 00 � ` �l 0 4 -3� N Cl Orq N Ol 33.36 ft i 3.27 ft 3.27 ft I 9.80 ft 9.80 ft i 1 3.26 ft ft 3.07 Ft 33.36 ft 3k3.26 Field n Edges Comer Q Q (D 7 N � O W A 0 O 00 Alpha' mounting systems Construction - a � o o_ in C � � ♦O N N L� O O O y u II it II Q uni Q o� U X O CL IE 3 13 C3 C N M M i C Q U Q Q Q Developer: Page 6 of 8 Date 1/7/2016 MS Version 2.0.34.0 mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 32.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 , M 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 15.9% 5.1 % 15.5 in 24.0 % Edges 15.9% 5.1 % 0.0 in 24.0 % Comer 17.0% 5.4 % 5.0 in 26.2 % 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. Developer: Page 5 of 8 Date 1/7/2016 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 7 Modul weight 41.90 Ibs Module orientation Landscape Overall power output 1.8 kWp 21 t 10.24'.n 17 ft 7.76 in M 16(t 4.00 in C CL Q 9 ft 7.87 in 6ft6.95in 0 ft 0.000rit 0 ft 1.18 in -x 0 ft 0.80 in '39 ft 6.00 in Developer: Page 4 of 8 Date 1/7/2016 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,or S or R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(L,or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7* E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.490 7.458 -6.860 0.497 m Edges I 20.490 7.458 -14.170 0.497 C Corner I 20.490 7.458 -22.400 0.497 max action per unit length of rail [lb/ft) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 66.780 24.310 -22.360 1.619 Edges 66.780 24.310 -46.190 1.619 Corner 66.780 24.310 -73.000 1.619 Developer: Page 3 of 8 Date 1/7/2016 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,= 0.692 Snow load-flat pr= 28.000 Ib/ft2 Snow load-sloped ps= 19.380 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 t Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.822 -44.679 Edges 24.822 -84.394 Corner 24.822 -129.073 Dead load Module area Ati,= 17.65 ft2 Modul weight G,,= 41.90 Ibs Dead load gm= 2.421 Ib/ft2 Developer: Page 2 of 8 Date 1/7/2016 MS Version 2.0.34.0 `_'W ,. mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 39 ft 6.00 in Building width 30 ft 8.36 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 20° Rafter height 6.0 in Rafter spacing 16.0 in a a ti c5' -mac �o „o Developer: Page 1 of 8 Date 1/7/2016 MS Version 2.0.34.0 mounting systems BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 9 0 9 702-0207 MEC CS RH 40mm 0.000 Ibs 16 0 16 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 4 0 4 712-0136 Weeblug Alpha+pa 0.000 Ibs 2 0 2 807-0131 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 2 0 2 Total 29.412 Ibs co .c CL Q Developer: Page 9 of 9 Date 1/7/2016 MS Version 2.0.34.0 0rD 0 � �l � 3 � � ( _ V r+ N U� O Ol 33.36 It 3.27 ft 3.27 ft i I i 9.80 ft I I 9.80 ft I _ i 3.26 It 3.26 ft 3.07 ft 33.36 ft 3.07 ft Field I— Edges Comer N rD .a Q) N_ pq 0 N N W O w � o 0 Alpha' mounting systems Construction 0 0 N R C O { u 11 Q uai Q X O C ui fp s CL _ Q Q Q Developer: Page 7 of 9 Date 1/7/2016 Ms Version 2.0.34.0 mounting systems Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 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^3 c 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 29.1 % 9.2 % 8.7 in 43.8% Edges 29.1 % 9.2 % 8.7 in 43.8% Comer 29.1 % 9.2 % 14.1 in 43.8 % The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 1/7/2016 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 3 Modul weight 41.90 Ibs Module orientation Portrait Overall power output 0.8 kWp Oft 6.92 in 9ft10.80in 29 ft 0.28 in Y 16ft 4.00in 0ft9.57in O Q 5 it 5.00 in '0ft1.43hi 10 It 1.43 it 0ft ------._. — ----- __. ----- -----— — ... -----— *.x 0 fb.3t74 in 39 ft 6.00 in Developer: Page 5 of 9 Date 1/7/2016 MS Version 2.0.34.0 mounting systems Load combinations (ASD) LFKi: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,orS or R) LFK4: Ed=D+0.75* L+0.75*(Lr or S or R) LFK5: Ed=D+(0.6*Wor0.7* 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 22.510 8.195 -6.860 0.497 m Edges I 22.510 8.195 -14.170 0.497 Q Corner I 22.510 8.195 -22.400 0.497 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 122.000 44.400 -37.170 2.692 Edges 122.000 44.400 -76.780 2.692 Corner 122.000 44.400 -121.300 2.692 Developer: Page 4 of 9 Date 1/7/2016 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,= 0.769 Snow load-flat Pf= 28.000 Ib/ftZ Snow load-sloped ps= 21.540 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/ftZ s Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 41.264 -74.275 Edges 41.264 -140.297 Corner 41.264 -214.571 Dead load Module area Ati,= 17.65 ftZ Modul weight GN,= 41.90 Ibs Dead load gm= 2.421 Ib/ftZ Developer: Page 3 of 9 Date 1/7/2016 MS Version 2.0.34.0 _` WW mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 39 ft 6.00 in Building width 30 ft 8.36 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 20° Rafter height 6.0 in Rafter spacing 16.0 in a Q „o Developer: Page 2 of 9 Date 1/7/2016 MS Version 2.0.34.0 mounting systems Project Information Contact Name 4777485 Street address 3 Old Wilson Road City,State,ZIP Florence,MA,01062 Phone Email t a Q Developer: Page 1 of 9 Date 1/7/2016 MS Version 2.0.34.0 DC Safety Switch Notes: Rated for max operating condition of inverter N U NEC 690.35 compliant C: `opens all ungrounded conductors N m N Notes: SE6000A-US-U Inverter Specs: moo CEC ALL CONDUCTORS AC 240V �22 AC Operating Voltage 240V N�gz Continuous Max Output 25A U o m SHALL BE COPPER DC Maximum Input Current 18A 0aLLO Solar Edge Optimizer Specs: CU P300 DC Input Power 30OW ,� F- DC Max Input Voltage 8-48V U DC Max Input Current 12.5A V Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 30 PV MODULES PER INVERTER=7800 WATTS STC Lowest Min.Mean Extreme DB -22.8°C Jinko JKM260P-60 1 STRING OF 16 PV MODULES VOC Temp coefficient VI-C, 1 STRING OF 14 PV MODULES Short Circuit Current(Isc) 9.11A Open Circuit Voltage(Voc) 37.8V System Specs: Operating Current(Imp) 8.47A Max DC Voltage 500V Operating Voltage(Vmp) 30:7V o o a 1s 1s Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A •"ar"I�,.r, Max.DC Current per String 15A STC Rating(Pmax) 260W u� - - Nominal AC Current 25A Power Tolerance -0/+3% "� = a o o = '-Integral Revenue Grade Meter Compliant w�° J SOLAREDGE with ANSI C12.1-2008 L1 1_2 N P300 OPTIMIZERS a 8 a SOLAREDGE M �j o o a 19 14 SE60°OA-US-U g ?o v INVERTER y Q TF � U IS--NLNF222R Z m Q - - - SOLAREDGE BOAI240V UNFUSED 200A * NEMA3 Z SOLAREDGE c c o DSW SWITCH OR EQUIVALENT W W Z m 3 P300 OPTIMIZERS Q V N N Q 40A ??2 O EXISTING SHEET NAME: 240V/200A AC w c LOAD-CENTER Z CD VISIBLE WITH 1-2 POLE 20A M LOCKABLE SOLAR BREAKER 'KNIFE AIC F, 2 2 DISCONNECT I _ SHEET NUMBER: PV WIRE IN FREE AIR INTO THWN-21N 1"PVC CONDUIT. rLc_,0N M 8 AWG CU WIRE(RATED 90 DEG C)IN 1"PVC KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU T11,L2,AN D NEUTRAL;8 AWG GROUND WIRE.KEE WIRE EACH(RATED 90 DEG C).6AWG BARE COPPER EGC .5%VOLTAGE DROP. W OR 8AWG INSULATED COPPER EGC IN CONDUIT. U o C N m v PV MODULE,TYP.MOUNT tp1D pOw TO RAFTERS,PARALLEL O a � o m WITH PLANE OF ROOF a ® N w z L-FOOT WITH CONNECTION (� 20Z 3 pd� FLASHING WITH 0 a U 3 MOUNTING WATERPROOF SEALANT 0 UQ PV4.0 DETAIL MID CLAMP DETAIL U � NOT TO SCALE U / z `Wi8"0x 41/2•MINIMUM 1/ E STAINLESS STEEL LAG SCREW TORQUE=1322 ft4bs. PV ARRAY TYP. ELEVATION NOT TO SCALE ..;;. LEVELING FOOT ON COMP MOUNT NOT TO SCALE •. END CLAMP DETAIL NOT TO SCALE m PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP m N J FRAMING BELOW SHOWN ND CLAMP ' DASHED FOR CLARITY e V PHOTOVOLTAIC MODULE I� I I I I I Pva.o g „ � I I I I I END CLAMP N 2 y I I I I I I I I I PHOTOVOLTAIC MODULE Z m N I I I I I I I I I I I I I > I I I I I CANTILEVER=U3 L=PERMITTED SPACING Z I I I I I I I I OR LESS w LU w to Y I � � Z m Z co I I I I I I I I I I I I I I I I I I I I z z z o 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 I L-FOOT WITH MID CLAMP Z J CONNECTION ,� L-FOOT WITH CONNECTION I PERMITTED LEVELING PV4.0 0 Lu MID CLAMP FOOT SPACING C 0 PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET NUMBER: NOT TO SCALE MODULES IN PORTRAIT/LANDSCAPE o 4 NOT TO SCALE TIE INTO METER# 15822215 V C X11 0 W o M w 0 o¢� wMM U3 PV STRING E —v Z G°'Z 16 MODULE dU Roof Section 3 a LL o Raoz rtxAh:lls L) f A Roof Tift:20 CU J LC y � U_ U s PLUMBING VENT(S)-- m w V STRING#2: * a 14 MODULES N R J N_ O O N � 00 00 5 ^ mn N W U --------COMP.SHINGLE > a Roof Section 1 > Z W Roof Azimuth:299 � of v, > w w z m Roof Tilt:20 J J w Z J 3 N Z a z z g p SHEET NAME: Roof Section 2 �AAmmulh:119 O Z Tit 20 Q O _3 SHEET NUMBER: PV SYSTEM ROOF PLAN 9 N SCALE: 1/8"= V-0" > d City of Northampton Building Department Plan Review 212 Main Street r- - - - - - - -—�dertftmptof MA oYU6-- I > T :fl 3 I m <I bo m a c I 2cz A O (n I o nip Zo C -mz m0 C O I m=D aj M I N xx� r-0 c ��n nn cn 0 o amo Za N < I 0 00� r� rn I m C 0 m �O w z Z m I mc-MC' rn0 z I �mz0 M m A m r 11 Z a0ym I N- -4 r�OC)m <nz?� I I I I I I I I I I I I I 3 I I � I I m I 1 I D < I I M � I I W M m L- _ _ _ _-_ _ _ _ _ _ _J W � N II cn =- 43 Old Wilson Road, Florence MA 01062 D z C= D=INSTALLER:VIVINT SOLAR Cichanowicz Residence m SITE m m INSTALLER NUMBER:1.877.404.4129 P / 1.0 a 43 Old Wilson Road 1 MA LICENSE:MAHIC 170848 . Florence,MA 01062 PLAN DRAWN BY:KA S-4777485 Last Modified:1/7/2016 UTILITY ACCOUNT NUMBER:51458-3007 r Page 2of2 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 40 PSF = Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF 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 '/2" off the roof fora total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 ''/z", 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, \A OF � y s .� SUN VIL Scott E. Wyssling, P No bb507 MA License No. 5 7 A9o�9FGPZ re, FSS/ONAt.LNG vint. vI t 3301 North Thanksgiving Way, Suite 500 Structural Group P:(801°)234 7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com January 08, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Cichanowicz Residence 43 Old Wilson Road, Florence MA S-4777485 7.8 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 and 3): Roof section is composed of 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Section 2: Roof section is composed of 2x6 dimensional lumber at 16" on center with 2x4 collar ties every 48" and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 90 mph based on Exposure Category B and 20 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). a • o The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations u 1 Congress Street,Suite 100 Boston,MA 02114-2017 ,p www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizationtindividual): 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): IV I am a employer with 214 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. E]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' g ❑Building addition [No workers' comp. insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no Solar Installation employees. [No workers' 13M Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American_Insurance Company Policy#or Self-ins./Lic.#:WC 50960130`00 Expiration Date:11/1/2015 Job Site Address:73 (,4 JI law 2 City/State/Zip:� Y*4 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 Padeette St Unit B.Chicopee, MA 0 1022 03/25/2017 Addres Expiration Date 413-331-0769 Sig re Telephone 9.ReaIstered Home Improvement Contractor: Not Applicable ❑ Vivint Solar Developer/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi,UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exem don 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 sball 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 6-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition F-1 Replacement Windows Alteration(s) ❑ Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [ol Decks [M Siding[O] Other[C3] Brief Description of Proposed 711 h[� itl kkInssttalllation of r of ounntted photovoltaic solar systems#of modules at ion�o e fisting beiro e r� Yes ! Noe Adding ne room Yeses No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.if New house and or addition to existing housing, complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. 1. 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 1, 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 leyne Slg ure of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit C nie ue To Incomplete Information Existing PropdspdLL 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 parking) #ofParking S aces 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 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained © , Date.Issued: C. Do any signs exist on the property? YES Q 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 0 NO 0 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. Fton Department use only City of No a tat of Permit: Building D art R""Euno urb uUDrivewa Permit MA 01060 y 212 Main Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Probe Address: This section to be completed by office y3 'o� c�1/ 00 Map Lot Unit f7Ce Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Wi 0.1M Ci ch anomicz Name(Print) e M " Telephone Signature 2.2 Authorized Anent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name(Print) 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 (b)Estimated Total Cost of �l Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File 4 BP-2016-0906 APPLICANT/CONTACT PERSON CICHANOWICZ WILLIAM ADDRESS/PHONE 43 OLD WILSON RD FLORENCE01062 PROPERTY LOCATION 43 OLD WILSON RD MAP 37 PARCEL 075 001 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 11 Typeof Construction: INSTALL ROOF MOUNTED 7.8KW 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 INFOPRNATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D oliti a Signature of Buildin Of icial 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. 43 OLD WILSON RD BP-2016-0906 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37-075 CITY OF NORTHAMPTON Lot: -00 L 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-2016-0906 Project# JS-2016-001537 Est. Cost: $17160.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 15028.20 Owner: CICHANOWICZ WILLIAM Zoning: Applicant: CICHANOWICZ WILLIAM AT. 43 OLD WILSON RD Applicant Address: Phone: Insurance: 43 OLD WILSON RD WC FLORENCEMA01062 ISSUED ON.111312016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 7.8KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 1/13/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner