The URL can be used to link to this page

44-059 (4) 13 52 Rail LRFD Allowable Uall(t Wind Form(oI() Rail Soon(ftl 70 80 90 100 110 130 150 170 200 240 300 380 480 650 900 3.0 13/52 Rail 35 13/52 Rail 4.0 13152 Rail 4.5 13152 Rail 5.0 13/52 Ra8 S3 13/52 Rail 6.0 13/529811 6.5 13/52 Rail 7A 13/52 Rau 7.5 13/52 Rail 8.0 13/52 Rod 8.5 13/52 Rail 9.0 13/52 Rail 9.5 13152 Rail 10.0 113/S2900 13/52 Roil IAFD Allowable Uplift Span(ft) Force(lb) 3.0 1764 3.5 1.480 4.0 1243 4.5 1101 5.0 960 5.5 838 6.0 7S6 6.5 690 1.0 651 7.5 598 &0 533 &5 510 9.0 480 9.S 444 lD.o aoz 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 Osf 30 psf 40 psf 50 Psf 60 psf 70 psf 80 sf 90 sf as 65 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 6.0 6.0 6.0 5.5 5.0 4.5 4.S 4.0 4.0 3.5 110 5.5 5.5 S.S 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Category 120 5.0 5.0 5.0 5.0 10 4.5 4.5 4.0 4.0 3.5 6 130 5.0 5.0 5.0 5.0 S.0 4.5 4.5 4.0 4.0 3.5 140 4.5 45 4.5 4.5 4.5 j 4.5 4.5 4.0 4.0 1 5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 Exposure Wind Ground Snow Load 5 ed 0 sf 10 sf 20 f 30 psf 40 5f 50 sf 60 sf 70 sf 80 f 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 sf 20 psf 30 Psf 40 psf 50 psf 60 DO 70 psf 80 pst 90 psf 3S 3S S a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor perA5CE7-O5 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet helght is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60lbs h. Height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 pst 80 psf 90 psf 85 8.5 810 7.0 6.0 5.S 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6.0 5.5 S.0 4.S 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 Category 120 6.5 6.5 6.5 S.5 5.0 S.0 45 4.0 440 3.5 6 130 6.0 1 6.0 6.0 5.5 5.0 4-5 4.5 4.0 4.0 3.5 140 5.5 5.5 SS 5.5 5.0 4.5 -4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 1 5.0 5.0 4.5 4.5 4.0 4.0 3.5 160 5.0 5.0 1 5.0 5.0 5.0 1 4.5 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load 5 eed 0 psf 10 sf 20 psf 30 psf 40 psf 50 psf 60 ps f 70 sf 80 sf 90 psf 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 sf 4 Q:.: 3.5. 7140 'X 34 !ifs. 35 4&1-a:; U °: _4,0.. 1.6 ` 40- 4.0 a. The table above ONLY includes 13-52 rail capacity check.it does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight Is 60lbs h. Height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 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 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 05f 80 psf 90 psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.S 4.0 4.0 3.5 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 120 9.0 8.5 7.0 6.0 S.5 5.0 4.5 4.0 4.0 3.5 8 130 8.0 8.0 7.0 6.0 515 5.0 4.5 4.0 4.0 3.5 140 7.5 7.5 6.5 6A S.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.0 7.0 6,5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load S eed 0 psf 10 psf 20 psf 30 psf 40 psf 50 sf 60 sf 70 sf 80 sf 90 psf Exposure Wind Ground Snow Load Speed 0 Psf 10 psf 20 psf 30 psf 40 psf 50 p5f 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 6A 5.5 10 4 5 4.0 4.0 3.5 110 74, -.2A Category 120 7.0 7.0 1."5; 6.0 D 130 6.5 6.5 6.5'� 60 140 6.0 6.0 6dt' ' 53' u0 160 5.5 5.5 5.5 5.5 5.0 4S °45 4 ,`.' a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 43 I. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart 1, fhe span length applies to a seismic design category E or less M, Maximum cantilever is L/3 WIN 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, tK of�A PAUL K. ZACHER RUCTURAL Paul Zacher,SE-President No,50100 GISTS SStONAt� EJ(P 6/SO/1016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 2/20/2015 Power Optimizer(SolarEdge Feature highlights of SolarEdge Power optimizers: Per-module Maximum Power PointTracking(MPPT) Superior efficiency(99.5%peak efficiency,98.8%weighted efficiency) • Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading Designed for extreme environmental conditions • 25 year reliability and warranty Advanced,real-time performance measurement • Automatic module DC voltage shut-down for installer and firefighter safety Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.®All Rights Reserved Careers I Contact I Subscribe I RSS Feeds I Terms&Conditions http://www.solarecige.Lis/groups/us/powerbox-power-optimizer 2/2 2120/2015 Power Optimizer I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA joP.--- Power Optimizer Inverter Monitoring Power Optimizer Rccomrricnd Share `'9 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 opfimizers 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 I 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,filts 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.-,fOdill Ml 0190 Add: ll Pcwfr O111111i11I11+?n Connected by installers to the PV module and compatible with a wide range of modules I Power Optimizer P Model Module Power Module Voc } P300 530OW i<48V ! I jP400 5400W <80V P405 5405W <125V Download datasheet P-genes Comt11jtrciaI E'Mr tlntltnlzar Commercial solution connecting two modules per power optimizer Power Optimizer Model �Module Power I Module Voc P600 I 5600W` <96V } P700 5700W <125V `Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http://www.solaredge.Lts/groupstus/powerbox-power-optimizer 1/2 =ee Single Phase Inverters for North America s o I a r SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760GA-US SE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000 0&.240V Max.AC Power Output 3300 4150 5400(a)208V 6000 8350 10800 @ 208V 12000 VA 5450 @240V 10950,@240V. AC Output Voltage Min.-Nom:Max") J ✓ 183-208-229 Vac AC Output Voltage Min.-Nam-Max."' ✓ ✓ ✓ ✓ 211-240-264 Vac AC Frequency Min.Nom.Max.l') 59.3 60 60.5(with HI country setting 57-60-60.5) Hz 24 @ 208V 1 48 @ 268V Max.Continuous Output Current 12.5 16 25 32 47.5 A Zi,@zaov __. � .. .... �. .az @zaov... 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 Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Current(" 9 5 13 16.S @ 208V 18 23 33 @ 208V 345 Adc 15:5 240V 30.5,ap 240V Max.Input Short Circuit Current 45 Adc .. .. .. _.,.. _.._ Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 973 98.2 98.3 98.3 98 98 98 % CEC Weighted Efficiency 97.5 98 97 S @ 208V 97.5 975 97 @ 208V 975 % 98,@.240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,2igBee(optional) Revenue Grade Data,/ANSI C12.1 Optional(" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(" STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part 15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG ............... DC input conduit size/M of strings/ AWG range. .., , 3... minimum/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/ 30.5 x 12.5 x 7.5 j in/ Weight with Safety Switch 51.2/23.2. . . - 775 x 315 x 191. 30 5 x 12.5 x 10.5/775 x 315 x 260 HxWxD 775 x 315 x 1 rune ,. . .. �.. 54..I... . 88.4/40.1 Ib/kg ...-.. .. Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dRA Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version available(") °F/-C Protection Rating NEMA 3R 14 For other regional settings please contact Solarrdge support Limited to 12S%far locations where the yearly average high temperature—bove 77"F/25 C end to 135%for lo,adons where it,.,below 77-F/25'C. For detailed informa bon,refer to hilu'l/www solar de e usifilesludlijinverter dr oversitzing guiduodt I'IA higher current source may be used;the inverter will limit its input current to the values stated I'IRevenue.grade inverter P/N:St,000 A-US000NNR2 tsi Rapid shutdown kit P/N:SE1000-RSD-Sl Lai 40 version P/N:SEs—A U5000NNU4 71 SUttSt�EC � � t solar e s z • SolarEdge Single Phase Inverters For North America SE300OA-US/ SE380OA-US/ SE5000A-US/ SE6000A-US/ SE760OA-US/ SE1000OA-US/ SE1140OA-US >r rtar �2 a as r s. • i The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small, lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 USA GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us so l a r ' e t SolarEdge Power Optimizer Module Add-On for North America P300 / P400 J P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Powerlt' 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) .. ................ ........... MPPT Operating Range 8 48 8-80 12.5 105 Vdc _Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc 11 Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCO_ NNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109.1(class 11 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) 128x152x27.5/ 128x152x35/ 128x152x48/ Pxxx-5 series 5 x 5.97 x 1.08 5 x 597 x 1.37 5 x 5.97 x 1.89 mm/in Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 930/2.05 I 930/2.05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double insulated;MC4 Compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature 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 INVERTER"' Minimum String Length 8 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 "1 R is not allowed to mla P405 with P300/P400/PG00/P700 in one string • solar=e SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • • ,a PV power optimization at the module-level — Up to 25%more energy - Superior efficiency(99.5%) - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us NOTICE TO CUSTOMERS A [IS I Of DCXU ME,NIS TO BE INCOR-PORA I['JiNT,") entitled to a completely filled in copy of this I HE CON I RA( I Agreement, signed by both You and Us, before any I Power Purchase Agreement, work may be started. 11 Exhibit A Not:ce of Cancellation, YOU MAY CANCEL THIS TRANSACTION AT ANY di Exhibit B µ State Notices and D sclosures, TIME BEFORE THE LATER OF: (1) MIDNIGHT OF THE =v Customer Packet, and THIRD (3RD) BUSINESS DAY AFTER THE TRANSACTION v Work Order(s) DATE, OR (11) THE START OF INSTALLATION OF THE These documents are expressly ncorporated into this SYSTEM OR ANY OTHER WORK DONE BY VIVINT SOLAR Agreement and apply to the relationship between DEVELOPER, LLC ON YOUR PROPERTY. IF YOU WISH You and Us. TO CANCEL THIS CONTRACT, YOU MUST EITHER: B IT IS NOT LEGAL FOR US TO ENTER YOUR (1)SEND A SIGNED AND DATED WRITTEN NOTICE OF PREMISES UNLAWFULLY OR COMMIT ANY BREACH CANCELLATION BY REGISTERED OR CERTIFIED MAIL, OF THE PEACE TO REMOVE GOODS INSTALLED RETURN RECEIPT REQUESTED; OR (2) PERSONALLY UNDER THIS AGREEMENT DELIVER A SIGNED AND DATED WRITTEN NOTICE OF C DO NOT SIGN THIS AGREEMENT BEFORE YOU CANCELLATION TO: VIVINT SOLAR DEVELOPER, LLC, HAVE READ ALL OF ITS PAGES You acknowledge that 3301 N THANKSGIVING WAY, SUITE 500, LEHI, LIT You have read and received a legible copy of this 84043, ATTN: PROCESSING DEPARTMENT. SEE THE Agreement, that We have signed the Agreement, and ATTACHED NOTICE OF CANCELLATION FOR AN that You have read and received a legible copy of EXPLANATION OF THIS RIGHT. THE LAW REQUIRES every document that We have signed during the THAT THE CONTRACTOR GIVE YOU A NOTICE negotiation. EXPLAINING YOUR RIGHT TO CANCEL DO NOT SIGN D YOU RISK THE LOSS OF ANY PAYMENT'S MADE TO BELOW UNLESS THE CONTRACTOR HAS GIVEN YOU A A SALES REPRESENTATIVE 'NOTICE OF THE THREE-DAY RIGHT TO CANCEL' E DO NOT SIGN THIS AGREEMENT IF THIS G You have the right to require us to have a AGREEMENT CONTAINS ANY BLANK SPACES You are performance and payment bond. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): 8V 8, Pon red Name Mark Sirrionich Lorraine R-6 berts salesperson No 95369 X^4 fd %4rre Federal Employer ID No 80 L)P)64 18. State and Local License Nos.: AZ RO(, 28862 (A C4611C 10 <T 1311(), Co E-( 01100200, CT III( 1 ' C018')(,i ) 1, Di, H(, 420.115` 0(X):2. [(( 9032/7, HI C13 CT 33444, LA L( MA III( 1 ,'0848, ME) H!C 130i8l,, N) EC34601119')00, NY SfK Co 51128 H, 413592 ME., WCH Co 26664 H14, RKLLI 4_0 H 119,72 4C'W'CX OR CCB 196SS8, BCDCLR28, PA HIC089910, UT S200/S202 8694003 5501 130, N T hjnk,,givirig �'Vav, S,j Je ')()0, Lfshl, U 1 8404 3 1 wwwwv,ntwldf(0m vivint. , Pt)ono 871404 4 1,19 �,jx 80 t /6K) �)68 RESIDENTIAL POWER PURCHASE AGREEMENT 07/29/2015 4526649 CUSTOMER INFORMATION i'a Lorraine Roberts (413) 586-3433 lr923@comcast.net 01�cl% oNo PROPERTY INFORMATION 107 OLD WILSON RD FLORENCE MA 01062 OUR PROMISES TO YOU YOUR OBLIGATIONS DOCUMENTS THE AGREE MENT INCLUDES THE FOLLOWING DOCUMENTS LOVL MAY HAVE PRE`(_Rl. N1 0 YOUR R % No "L RE[)I' ;,)Of ) NO I !MPAC T YOUR RE L)l I S(,OR[ YOU CAN CHOOSE TO STOP RECEIVING "PRESCREENED" OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 988.567.11588. SEE PRESCREEN & OPTOUT NOTICE (SECTION 7(m) BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. mounting syste 715 BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 11 0 11 702-0205 MEC CS RH 35mm 0.000 Ibs 12 0 12 712-0136 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 0 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 2 0 2 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 2 0 2 602-0050 Splice,insertable,f. BR 10/48 CS 0.697 Ibs 2 0 2 Total 58.533 Ibs c� s a 4 Developer: Page 9 of 9 Date 8/6/2015 MS Version 2.0.34.0 00 W CD (D M 0 3 0' (D 0 c: 00 NJ O 19.83 ft 3.34 ft --------- A 3.34 ft I 3.32 ft BU 3.32 ft 3.34 ft 3.34 ft 19.83 it IDO ft i Field I Edges Corner Un rD , -0 Q) C) (D =3 N 00 P 0 O Alpha' mounting Construction E xM M .r- CL X Developer: Page 7 of 9 Date 8/6/2015 IVIS Version 2.034.0 mounting Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 48.00 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 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 36.8% 17.5% 0.0 in 33.6 % Edges 36.8% 17.5% 0.0 in 33.6 % Comer 40.9% 19.4% 0.0 % 12.4 in 39.4% 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 8/6/2015 MS Version 2.0.34.0 mounting systen-),s Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TMS-260 PD05.08 Module width 39.0 in Module power 260.00 Watt Frame height 1.4 in Number of modules 3 Modul weight 41.01 lbs Module orientation Landscape Overall power output 0.8 kWp ft 115t)m FJ Q X1.38 n 'i 7..67 Y 10 R 0,00 ft 8.76 I 3ft3.02,n 1 4 tt 11,05 Il 5 ft C.23 err 0 0 fir t w 1(3.;6 n 00 Developer: Page 5 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting systeinis 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*(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/ftz] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 19.170 9.350 -6.944 0.625 M r Edges I 19.170 9.350 -14.260 0.625 d Corner I 19.170 9.350 -22.480 0.625 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 62.350 30.410 -22.580 2.032 Edges 62.350 30.410 -46.360 2.032 Corner 62.350 30.410 -73.110 2.032 Developer: Page 4 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting sVSt ,m,s Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 lb/ft2 Shape factor CS= 0.677 Snow load-flat P,= 28.000 Ib/ft2 Snow load-sloped ps= 18.950 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 Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.768 -44.583 Edges 24.768 -84.212 Corner 24.768 -128.795 Dead load Module area Ati,= 17.60 ft2 Modul weight Gti,= 41.01 Ibs Dead load gm= 2.376 Ib/ft2 Developer: Page 3 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting Sy tenI's Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 25 ft 10.00 in Building width 17 ft 11.71 in Building height 20 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 26° Rafter height 6.0 in M Rafter spacing 24.0 in a �c Z��Q041� g '1r yti. i Developer: Page 2 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting systen'-)s Project Information Contact Name 4526649 Street address 107 Old Wilson Rd City,State,ZIP Florence,MA,01062 Phone Email t a Q Developer: Page 1 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting Sy'ste ns BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 22 0 22 702-0205 MEC CS RH 35mm 0.000 Ibs 12 0 12 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 12 0 12 712-0136 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-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 4 0 4 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 4 0 4 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 Ibs 4 0 4 Total 117.067 Ibs t a a Developer: Page 9 of 9 Date 8/6/2015 MS Version 2.0.34.0 < 0, (D 3 0 'a Y" 0 CD (D 00 C) 52.33 ft T--- L.__ ll 3.14 ft 3.14 ft I 8.26 ft I I I 8.26 ft T I T I T T I T 3,14 ft 3.14 ft ft 52.33 ft *00 ft L-1 Field 1 Edges M Corner Ln Ln rD as 0 CD =3 00 O 0 CD Alpha* mounting t Construction O X 0 ;4 U— C M 13 3 Developer: Page 7 of 9 Date 8/6/2015 IVIS Version 2.0.34.0 AW 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 48.00 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 d 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 34.7% 16.7% 0.0% 11.3 in 36.5 % Edges 34.7% 16.7% 0.0 % 11.3 in 36.5 % 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 8/6/2015 MS Version 2.0.34.0 mounting Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TMS-260 PD05.08 Module width 39.0 in Module power 260.00 Watt Frame height 1.4 in Number of modules 9 Modul weight 41.01 lbs Module orientation Landscape Overall power output 2.3 kWp left438ro 24ft9.0i n J tt 9 f?7054 it 3 69 3 ft 1,87,P 7 t Developer: Page 5 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting S`y'Sten-iS 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/ftz] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.810 6.362 -6.862 0.417 Edges I 20.810 6.362 -14.170 0.417 Q max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 67.680 20.690 -22.320 1.355 Edges 67.680 20.690 -46.090 1.355 Developer: Page 4 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting sy t.eri)s; 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 s Roo a areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 24.768 -44.583 Edges 24.768 -84.212 Dead load Module area A,,= 17.60 ft2 Modul weight GM= 41.01 Ibs Dead load gm= 2.376 Ib/ft2 Developer: Page 3 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting systerns Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 58 ft 4.00 in Building width 27 ft 9.52 in Building height 30 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 17' Rafter height 6.0 in M Rafter spacing 24.0 in a Q r 3p °4p iri �oo � hW g' "\tell- `lam Developer: Page 2 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting Project Information Contact Name 4526649 Street address 107 Old Wilson Rd City,State,ZIP Florence,MA,01062 Phone Email t a a Developer: Page 1 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting s-steris BOM Item no. Description Weight Quantity add. Items Sum 707-0023 L-foot 11 mm fast attach 0.241 Ibs 44 0 44 702-0205 MEC CS RH 35mm 0.000 Ibs 24 0 24 700-0102 MC 30-40mm-w/Bonding Plate 0.000 Ibs 28 0 28 712-0136 Weeblug Alpha+pa 0.000 Ibs 7 0 7 807-0131 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 7 0 7 800-1085 BR 10/48 CS; 16ft 13.623 Ibs 6 0 6 706-0057 Splice,external,f.BR 10/48 CS 0.427 Ibs 6 0 6 Total 190.251 Ibs M .c CL d Developer: Page 9 of 9 Date 8/6/2015 MS Version 2.0.34.0 00 (D (D 0, 3 OA O 0 Ln 52.33 ft 3.14 ft 3.14 ft *71 9.06 ft 9.06 ft I T I T I f I I I T I I 3,14 ft* 3.14 ft 52.33 ft 3.00 k El Field I Edges 0 Corner rD -0 a) o rD 00 P W 0 P. 0 lD Alpha' 00 r < 0 f �, �* C p CID n J P-4. rn r* s; O . o � Ln Ln Q CI ID I I I I I I X Attachment iE !E M lE y OF 0 splice IIIII � IIIIIII � IIIIDIIIIIIIIIIII 3.31 ft A=GS 10148 12 ft[10 ft 10.67 In: C C D B=GS 10/4812ft[10ft11.83in] C-GS 10148 16 ft D=GS 10/48 12 ft[C ft 11.98 ml - 1 - ,v < Cm 0 N O O W A O 1.0 Alpha' _WE *IW mounting `>y``tFr1 45 Configuration Fastener capacity Description L-foot 11mm fast attach Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in A4 Resistance moment Wz 0.21 in^3 a Resistance moment Wy 0.24 in^3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 40.2 % 19.4% 0.0% 10.7 in 42.3% Edges 40.2% 19.4% 0.0 % 10.7 in 42.3 % Comer 40.6 % 19.6% 0.0 in 42.9% 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 8/6/2015 MS Version 2.0.34.0 mounting Module field layout Module manufacturer TrinaSolar Module length 65.0 in Module type TMS-260 PD05.08 Module width 39.0 in Module power 260.00 Watt Frame height 1.4 in Number of modules 20 Modul weight 41.01 Ibs Module orientation Landscape Overall power output 5.2 kWp c� L a Developer: Page 5 of 9 Date 8/6/2015 MS Version 2.0.34.0 ' W mounting systr. ,'T,`5 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)+ 0.7S*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 24.110 7.370 -7.567 0.417 s Edges I 24.110 7.370 -15.510 0.417 Q Corner I 24.110 7.370 -24.440 0.417 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 78.390 23.970 -24.610 1.355 Edges 78.390 23.970 -50.420 1.355 Corner 78.390 23.970 -79.470 1.355 Developer: Page 4 of 9 Date 8/6/2015 MS Version 2.0.34.0 r mounting Sy stei is Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C5= 0.815 Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped ps= 22.830 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 .c Roof areas a Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction [lb/ft] Field 26.891 -48.404 Edges 26.891 -91.430 Corner 26.891 -139.834 Dead load Module area Ati,= 17.60 ft2 Modul weight GM= 41.01 Ibs Dead load gm= 2.376 lb/ft' Developer: Page 3 of 9 Date 8/6/2015 MS Version 2.0.34.0 f b mounting Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Rooftype Gable roof Building length 58 ft 4.00 in Building width 29 ft 3.92 in Building height 30 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 17* Rafter height 6.0 in Rafter spacing 24.0 in a a 3p ft 4�� In c Ia h i Developer: Page 2 of 9 Date 8/6/2015 MS Version 2.0.34.0 mounting systen1S Project Information Contact Name 4526649 Street address 107 Old Wilson Rd City,State,ZIP Florence,MA,01062 Phone Email R CL Q Developer: Page 1 of 9 Date 8/6/2015 MS Version 2.0.34.0 DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant *opens all ungrounded conductors V S Notes: SE760OA-US-U Inverter Specs: CEC Efficiency 98% NN<C0 ALL CONDUCTORS AC Operating Voltage 240V �3�Z Continuous Max Output 32A SHALL BE COPPER DC Maximum Input Current 23A �000 Solar Edge Optimizer Specs: P300 DC Input Power 30OW 0 DC Max Input Voltage 8-48V DC Max Input Current 12.5A Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 525OW Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 32 PV MODULES PER INVERTER=8320 WATTS STC Lowest Min.Mean Extreme DB -26.9°C Trina Solar TSM 260PD05.08 1 STRING OF 16 PV MODULES VOC Temp coefficient WIC 1 STRING OF 16 PV MODULES souREDGE Short Circuit Current(Isc) 9.00A SE7600A-US-U Open Circuit Voltage(Voc) 38.2V -_ INVERTER System Specs: Operating Current(Imp) 8.50A 4 Max DC Voltage 500V Operating Voltage(Vmp) 30.6V - 0 � o 0 0 16 ,s * Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A "ass`, 1. M Max.DC Current per String 15A STC Rating(Pmax) 260W a> _- - Nominal AC Current 32A Power Tolerance -0/+3% J SOLAREDGE 0 0 0 = DC SAFETY •-Integral Revenue Grade Meter Compliant wth ANSI C12.1-2008 EXISTING _ _ _ SWITCH SOLAREDGE a Lz N N P900 OPTIMIZERS _ - SUPPLY-SIDE ENTRANCE a SOLAR TAP CONDUCTORS ED F o a o 6 6 NEC 705.12(A) M RATED: 100A 5 m i; o Slertlens kLNF222R 60P240 UNFUSED Z ot Q FUSED NEMA3 Square NR8 > >-, N OR EQUIVALENT 60A240V FUSED NEMAB Z 41 OR EOUNALENT 1WA EXISTING W W W 30 �= L� P300 PR OPTIMIZERS __-- ------ --- -- ---- 240V/100A AC ¢ U Z N N a 40A L� LOAD-CENTER ? ? M o � SHEET LT ~ NAME: Lu — — — -- - z � L-------------------- ___________________--------------------- __-_______ ------ ____ J Ur VISIBLE VISIBLE (h Q LOCKABLE OCKABLE KNI CAVIC 'KNIFE'aC pISCONNEDi DISCONNECT / MAYBE SHEET L LGCATeo - NUMBER: NSIDE DWELLING PV WIRE IN FREE AIR INTO THWN-2 IN 3/4"EMT MINIMUM 8 AWG CU WIRE(RATED 90 DEG C)IN 3/4"EMT CONDUIT. KEEP UNDER 2%VOLTAGE DROP. MINIMUM CONDUIT.LI,L2,AND NEUTRAL;8 AWG GROUND WIRE. r 1 10 AWG CU WIRE EACH(RATED 90 DEG C).6AWG BARE KEEP UNDER 1.5%VOLTAGE DROP. COPPER EGC OR BAWG INSULATED EGC IN CONDUIT. LIJ U ° c M /11 r V/ o PV MODULE,TYP.MOUNT 0 o w TO RAFTERS OF COMP. in ® N o¢m SHINGLE ROOF,PARALLEL LFOOT WITH CONNECTION (n M 2 WITH PLANE OF ROOF Zo n/3 U Z oU °�ZZ tAow� MID CLAMP DETAIL �_HE FLASHING WITH Z U) U- Q WATERPROOF SEALANT m ^ 3 MMOUA P NTING NOT TO SCALE 1 iv 0 LL V4.0 O o O k 0 5/16"Ox 4 1/2"MINIMUM STAINLESS STEEL LAG SCREW TORQUE=13t2 h-Ibs. Q PV ARRAY TYP. ELEVATION END CLAMP DETAIL NOT TO SCALE L-FOOT DETAIL NOT TO SCALE 2 N NOT TO SCALE 3 m v no w or= o PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP m N FRAMING BELOW SHOWN END CLAMP DASHED FOR CLARITY rn 2 o O PHOTOVOLTAIC MODULE PV4 0 D= N g o a I I I I I END CLAMP U) I I I I I I I I I I I I I PHOTOVOLTAIC MODULE Z m Q I I I I I I I CANTILEVER=U3 L=PERMITTED SPACING � I I I i j I I I I I I OR LESS VERIFY WITH QUICK CONFIGURATOR OUTPUT } W W Z m ED J J ED I I I I I I I I ? ? mo o 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 I I I I I I I I I I I I Z I J L-FOOT WITH MID CLAMP L-FOOT WITH CONNECTION 5 Q LU CONNECTION O 1 I 1 1 MID CLAMP PERMITTED LEVELING 0 ROOF FRAMING PV4. FOOT SPACING PV SYSTEM MOUNT DETAIL SHEET NUMBER: SCALE:N.T.S. MODULES IN PORTRAIT/LANDSCAPE ° M NOT TO SCALE U o 0 City of Northampton � � CCU ' N .-Building Department I T— ' X sw � N I Plan Review C) N°Z W. 212 Main Street I o Z Northampton, MA 01060 , =OW=) C oo}o I W 'r I PV SYSTEM SIZE: U 8.32 kW DC I z I I W 0'OF 1"PVC CONDUIT FROM JUNCTION BOX TO ELEC PANEL ' I O I 0 Q N d I (32)Trina TSM-260 PD05.08 MODULE OCKABLE DISCONNECT SWITCH,INVERTER I z ANSI METER LOCATION, O &UTILITY METER LOCATION N i I I i U) Z m Q I I > :0 Z JUNCTION BOX ATTACHED T � � Lij y ARRAY USING ECO HARDWARE TO Q w J z m w KEEP JUNCTION BOX OFF ROOF I J I J N Q 23 Z 2 g p O SHEET NAME: � I L- - - - - - - - - - - - - -� o g CL SHEET NUMBER: PV SYSTEM SITE PLAN o SCALE: 1/16"= 1'-0" > CL U ° C � n ° C)W;! M: .. (nz0w o22 1�SUz �W Z (n 0 HIMNEY V a O O w,�LLQ W� NO � 1 y 7 Roof Section 3 RoofAamulh:207 TIE INTO METER# Roof Tilt 26 75200607 O Roof Section 1 # PV STRING#2. Roof Azimuth:117 16 MODULES Roof Tilt:17 0 N W O N J N '-------PLUMBING VENT(S) d oP m v � m gma � Roof Section 2 w RoofAA,mM:297 r w U Roof Tilt 17 Co > z 6 z ui .. Luw (n > w w z m V STRING#1: U z 16 MODULES r F-J a cn (n ¢ � z z o COMP.SHINGL SHEET NAME: LL Z 0 SHEET NUMBER: PV SYSTEM ROOF PLAN o N ,t SCALE: 3/32"= V-0" > 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. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/z"thick and mounted 4 '/z"off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher that 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the National 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. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 '/2'with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts will be adequate with a sufficient factor of safety. 4. Roof Sections (1-2): Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every other panel length when installed parallel to the trusses (portrait). No panel supports spacing perpendicular to the trusses shall be greater than two (2) trusses or 48" o/c, whichever is less. 5. Roof Section (3): Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every fourth roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than four (4) rafter spaces or 64" o/c, whichever is less. 6. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code, current industry standards and practice, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. of n�,s cy Ve truly yyoours' 2� E `• 2 i coil cn o 50 Scott E. Wyssli PE 90 0 GIS-7 � MA License No. 505 FFSSIONP,\- to vivin 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wysslingC@vivintsolar.com August 7, 2015 Mr. Dan Rock, Project Manager Vivint Solar 150 Padgette Street, Unit A Chicopee, MA 01022 Re: Structural Engineering Services Roberts Residence 107 Old Wilson Rd, Florence MA S-4526649 8.32 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of two attic section(s): • Roof Sections 1-2 (Main House): Prefabricated truss with all chords constructed of 2x6 dimensional lumber at 24" on center. • Roof Section 3 (Addition): Roof section is composed of assumed 2x6 dimensional lumber at 16" on center. This attic space is finished and the photos indicate that there was no access to visually inspect the size and condition of the roof rafters. The attic space is unfinished and the photos indicate that there was free access to visually inspect the size and condition of the roof rafters, unless otherwise indicated above. 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 asphalt shingles. 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 17 &26 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 3 per (ASCE/SE17-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivint. ' ® DATE(MMIDDIYYYY) AC Ro CERTIFICATE OF LIABILITY INSURANCE 10/31/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME:PHO 122517TH STREET,SUITE 1300 AICNNo Ext: A'C'Nu DENVER,CO 80202-5534 E-MAIL Attn:Denver.certrequest @marsh.com,Fax:212.948.4381 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# 462738-STND-GAWUE-14-15 INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc: Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 3301 North Thanksgiving Way INSURER D Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002455551-03 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MM/DD/YYYY A GENERAL LIABILITY 14PKGWE00274 11/01/2014 11/01/2015 EACH OCCURRENCE $ 1,000,000 X DAMAGE T RENTED 50,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE lxl OCCUR MED EXP(Any one person) $ 5,000 X $5,000 Dec.81&PD PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY[X] PRO-JECT F LOC $ AUTOMOBILE LIABILITY BAP509601500 11/01/2014 11/01/2015 COM Ea accident $BINED SINGLE LIMIT 1,000,000 IxANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X NON-OWNED PeOPERT ntDAMAGE $ HIREDAUTOS AUTOS A UMBRELLA LIAB X OCCUR 14EFXWE0008B 11/01/2014 11/01/2015 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION WC509601300 11/01/2014 11/01/2015 X 1 WC sTATU- I OTH- B AND EMPLOYERS'LIABILITY WC509601400 11/01/2014 11/01/2015 1,000,C00 ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,descr be under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Errors&Omissions& 14PKGWE00274 11/01/2014 11/01/2015 LIMIT 1,000,000 Contractors Pollution DEDUCTIBLE 5,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. I#01k AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe ,C(«c 7X. fQtaLsG @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisors License: CS-070940 John A Jalbert 391 ELM STREET WEST SPRINGFfE Expiration Commissioner 03/25/2017 s, a 'ale �r�r�irnnrrrr>�rI/�n �'�cirkrr�rr.'c/y� Mee of Consumer ARWrs&Business Ragull"en ME IMPROVEMENT CONTRACTOR Registration: 17084$ Type Expiration: 1j5=16 Supplement VIVINT SOLAR DEVELOPER LLC, JOHN JALBERT 4931 NORTH 300 WEST PROVO,LIT$004 Undersecretary ISEI1010-6399049 -7*UCSanDiegat I Extension INTERNATIONAL SAFETY EDUCATION INSTITUTE(ISEI) T},is card certifies that JOHN JALBERT has completed a 10-Hour{OSHA Hazard Recognition Training for the Construction Industry 'X 01/25/2014 ElrL�Iar Scott MacKay grainer-TaytorSikes Grad Date- The Commonwealth of Massachusetts Department of IndustrialAccidents U1V Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Vivint Solar Developer, LLC Address:3301 North Thanksgiving Way,Suite 500 City/State/Zip:Lehi, LIT 84043 Phone#:801-377-9111 Are you an employer?Check the appropriate box: Type of project(required): 1.9 lam a em to er with 214 4. ❑ I am a general contractor and I p y 6. E]New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity. employees and have workers' q ❑Building addition [No workers' comp. insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.7 Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar Installation employees. [No workers' ]3.�Other _ comp.insurance required.] "Any applicant that checks box 91 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 the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lic. #:WC 509601300 Expiration Date:11/1/2015 Job Site Address: City/State/Zip:___ 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: • /"L� —= Dat e 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#: r SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150 Padgette St U C ' o 12ee. MA 0 1022 03/25/2017 Addre Expiration Date 413-331-0769 Sig ure Telephone 8.Registered Home Improvement Contractor_ Not Applicable ❑ Vivint Solar Developer/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi, UT 84043 7/21/2015 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemation The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) _[ New House ❑ Addition Replacement Windows Alterations) Q Roofing Or Doors E3 Accessory Bldg. ❑ Demolition ❑ New Signs ([3] Decks [p Siding[O] Other(O] Brief Description of Proposed W rk. Installation of roof mounted hot voltaic solar s ste ss#of m dules 8JOG Igo�A�ra i n of x� ihfg b o]om I� ? Yes e - No dding new�iedroom _YesWait No - Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa. If New house and or addition to existing housinta,complete the following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes -No, Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well_ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, Vivint Solar Developer as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury Savina Cervone Print e _.J_.ACnA 1 /15 ure of Owner/ ent 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: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW 0 YES I IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO 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 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. 4 Departrm use only — City of Northampton Status of Permit: Building Department Curb Cut/DdvewayPermit AUG I 212 Main Street Sewer/SepticAvailabillty Room 100 Water/Well Availability 5 Northampton, MA 01060 Two Sets of Structural Plans EFT.OF r`' 413-587-1240 Fax 413-587-1272 Plot/Site Plates Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prooerty Address. This section to be completed by office /0 7 C.O i!I son � Map Lot Unit rlopeaCe r �1 O`+o rag- Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Zorhaine- kerk4 lQ OJ i lc(hn IZd Name(Print) r, gc jW Telep one Signature 2.2 Authorized Anent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name tint) Current Mailing Address: t 6tx�� 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 Construction from 6 3. Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection 6 Total=0 +2+3+4+5) Oc/27 Check Number This Section For Official Use Only Building ermit Number Date 9 Issued: Signature Building Commissioner/Inspector of Buildings Date File#BP-2016-0176 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413)331-0769 PROPERTY LOCATION 107 OLD WILSON RD MAP 44 PARCEL 059 001 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 8.32 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 INF0,PLMATION 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 De ion Delay �l3 1L Signature of B ding Official 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. 107 OLD WILSON RD BP-2016-0176 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44-059 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-2016-0176 Project# JS-2016-000298 Est. Cost: $41600.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 26136.00 Owner: ROBERTS LORRAINE M Zoning: Applicant: VIVINT SOLAR DEVELOPER LLC AT: 107 OLD WILSON RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON.811312015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 8.32 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 Occupant Signature: FeeType• Date Paid: Amount: Building 8/13/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner