Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #1131-2016 - 567 SALEM STREET 4/27/2016
i BUILDING PERMIT (P TOWN OF NORTH ANDOVER P APPLICATION FOR PLAN EXAMINATION Permit N0: I �� Date Received 79 A°RArea Date Issued: 4�71 SSACHus� IM ORTANT: Applicant must complete all items on this page LOCATIONS 56 7 C 1L1=- 7 Print PROPERTY OWNER Jb NN Yi SL d tJ F'T6 Print MAP NO: 0 PARCEL:� 1ZONING DISTRICT: Historic District yesnn Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building X One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition [X Other Solar Arra Septic 0 Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑ /Se Installation of solar rooftop electric panels. No change of use or 1footprint. � s 7b VO Identification Please Type or Print Clearly) I OWNER: Name: John Bissonnette Phone: 978-557-5965 Address: 567 Salem St CONTRACTOR Name: Phone: 603-679-1777 x 313 ReVision Energy/Daniel tMPT— Address: / (P 7� 7A Commercial Dr Exeter, NH 03833 [Q 77 7 Supervisor's Construction License: 101386 Exp. Date: 7/5/2016 310 Home Improvement License: 174634 Exp. Date: 3/5/2017 4 x ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BA DON$125.00 PER S.F. Total Project Cost: $ 31,522 FEE: $ �� Check No.: �i�j�.. Receipt No.: U3o2 NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund gnature of Agent/Owner See Auth-`Form Signature of contractor' T '�^I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) f .i ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application i Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 f BUILDING PERMIT o1 N . I TOWN OF NORTH ANDOVER ,b oa L�D '64 "o N ti '" Rol p APPLICATION FOR PLAN EXAMINATION m Permit No#: Date Received gDq�reo rea`,�9 Date Issued: SSAGHU`-+ IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print. 100.Yeae Structure yes no MAP PARCEL: ZONING DISTRICT: Fii stone District yes no Machine Shop Village yes. no . TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other L] SepticWell ❑ Floodplain, ®Wetlands . W, Tl �Water/Sewed � � DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp., Date: 1 Home Improvement License: Exp. Date: y ARCHITECT/ENGINEER Phone: Address: Reg. No. • FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ��i�nat�rirPnf./anon++_.�n^!►�P_L � _ti i _.-� f , , �::__ E Building Department FRooflilnwg, list of the required forms to be filled out for thea appropriate opriate permit to be obtained. ng, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit .Addition Or Deeks Building Permit Application 4. Certified Surveyed Plot Plan ,4... Workers Comp Affidavit -�6 Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 7( UIVI VEC.I ! T. i Flans Submitted-0 Plans Waived ❑ Certified Plot Plan ❑ ~Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Mas sage/Sody Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF m U FORM PLANNING DEVELOPMENT Reviewed On Signature — COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:variance, Petition No: Zoning Decision/receipt submitted yes A Planning Board Decision: Commenfs a Conservation Decision: Comments Water& Sewer Connection/Signature& Date Drivewav Permit DPW Town Engineer: Signature: i Located 384 Osgood Street FIRE DEPAI�TMEIVTTernp Dumpsfer on Ml- "yes Located at 1►24 Main Street` � `•' o�� cp'. ,,��, ,,, .,. Fire Departmen Siignature/date . f INT11- S ....l...x�' n Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location,a � n, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) i i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Location `r'n No. D l�D Date " • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ t Other Permit Fee $ _ TOTAL $ Check#2035 6L., 30302 Building Inspector a° sunGEVITYm D GENERATE POSITIVE April 6, 2016 Subject: Structural Certification for Installation of Solar Panels Job#: 2527629 Client: Bass Address: 567 Salem Street, North Andover, MA 01845 To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed a follows: s o ows: The existing roof structure consists of a single layer of composition shingles over plywood sheathing that is supported by 2x10 roof rafters spaced at 16" on center at Array 1. The rafters are sloped at approximately 36 degrees and have a maximum projected horizontal span of 16'-4"at Array 1 between load bearing walls. The roof is also in good condition. Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Code's: 2009 IBC, ASCE 7-05 and 2005 NDS • Basic Wind Speed = 100 mph • Exposure Category= B • Ground Snow Load = 50 psf As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2009 International Building Code. Please feel free to contact me at (510)496-4422 with any further questions or �y�H OF isq concerns regarding this project. JANYCAKIKOE Sincerely, S CIVIL l N0. 51861 FSS�ONAL '\ Janyce Spencer, PE n 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com 'Ift sunGEVITY' Q�l GENERATE POSITIVE April 6, 2016 Subject: Structural Certification for Installation of Solar Panels Job#: 2527629 Client: Bass Address: 567 Salem Street, North Andover, MA 01845 To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of theproperty, the existing roof structure was 9 � observed as follows: s The existing roof structure consists of a single layer of composition shingles over plywood sheathing that is supported by 2x10 roof rafters spaced at 16" on center at Array 1. The rafters are sloped at approximately 36 degrees and have a maximum projected horizontal span of 16'-4" at Array 1 between load bearing walls. The roof is also in good condition. Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Codes: 2009 IBC, ASCE 7-05 and 2005 NDS • Basic Wind Speed = 100 mph • Exposure Category = B I • Ground Snow Load = 50 psf As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2009 International Building Code. Please feel free to contact me at(510)496-4422 with any further questions or �t�� OF 'yG concerns regarding this project. JANYCE s AKIKO ER Sincerely, S CML NO. 51861 1 STAL I Janyce Spencer, PE 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com DocuSign Envelope ID:1F1A5A46-4A48-4AD3-9886-F92D0872D9C2 SUf1GEVITY" Homeowner's Agent Authorization Farm State of Massachusetts I, John Bissonnette (print name) am the owner of the property located at address: 567 Salem St North Andover MA 01845 (print address) I hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a PhotoVoltaic System located on m Y Y Property. DocuSigned by: Customer Signature: ,b0 In 1'jiSS01n to t>!{t, 5 465D7D870D9445C... Date: 3/20/2016 Print Name: John Bissonnette Sungevity MA Home Improvement Contractors License # 168430 66 Franklin Street„Suite 310 1-,510.496.5500 866.SUN.44ALL Oakland.CA 94607 USA f 510.496.5501 WWWSuncgevityxorn Su RGEVITYW GENERATE POSITIVE Structural Calculations for the Solar Panel Addition at The Bi ssonnette Residence 567 Salem Street, North Andover, MA 01845 JANYCE yGs AKIKO SPENCER CML CN .q, NO. 51861 `br�FC/ST t��`o�c� ONAL '\�v April 6, 2016 Date Signed 66 Franklin Street, Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com I I cj Client: Bass Sheet No. c� S U f 1 G E V I T Y h Sungevity#: 2527629 �Q GENERATE POSITIVE Date: 4/6/2016 1 GRAVITY LOADS Roof Angle= 36 degrees Composition Shingle 4 Plywood 2 2x10 Nominal Rafters @ 16 in o.c. 2.89 p Vaulted Ceiling 0 fe Misc. 1.11 Total Dead Load (psf) = 10.00 Total Adjusted Dead Load (psf) = 12.36 Total Live Load (psf) = 20 (Roofliveloadisnotrequiredinareas covered byPVarray) Photovoltaic System (psf) 2.6 2.6 2.6 Standoff Trib Width in X-direction (ft) 2 4 6 a Standoff Trib Width in Y-direction (ft) 2.7 2.7 2.7 Standoff Tributary Area(ft2) 5.4 10.8 16.2 Point Load of Standoff(lbs) = 15 29 43 Wood Siding 3 co 2x4 Studs @ 16"o.c. 1.09 Q5/8" Plywood 2 3: Insulation 1 X Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf) = 10 Gypsum Board 2.5 J 2x4 Studs @ 16"D.C. 1.09 Q Insulation 1 3 Gypsum Board 2.5 ? Misc. 0.91 Total Dead Load (psf) = 8 Client: Bass Sheet No. S U f 1 G E V I T Y" Sungevity tt: 2527629 Q GENERATE POSITIVE Date: 4/6/2016 2 WIND CALCULATIONS Per ASCE 7-10 Components and Cladding Design Input: Risk Category= II Wind Speed,V= 100 mph Figure 26.5-1A Exposure Category= B Section 26.7.3 Roof Slope = 36 degrees Mean Roof Height= 25 ft Building Least Width = 57 ft Effective Wind Area= 17.5 ftz (Area of one 64.57"x 39.06"module) Velocity Pressure: qh = 0.00256 KZ Kt Kd V2 KZ= 0.7 Table 30.3-1 Kt= 1.0 Section 26.8.2 Kd = 0.85 Table 26.6-1 V= 100 mph See above qh-nominal= 15.23 psf Nominal(unfactored) uplift qn assign = 9.14 psf Design (factored) uplift based on allowable stress design basic load combination#5=D+0.6W Load at Standoffs: Uplift Uplift Uplift Downward Uplift Uplift Zone 1 Zone 2 Zone 3 Zones 1-3 Zone 1 Zone 2 GCp= -1 -1.2 -1.2 0.9 -1 -1.2 Wind Pressure p=qh-design*(GCP), (psf)= -9.14 -10.97 -10.97 8.23 -9.14 -10.97 Standoff Spacing in X-direction (ft) = 4 4 4 1 4 6 6 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 2.7 2.7 Tributary Area ftz = 10.8 10.8 10.8 10.8 16.2 16.2 Load at Standoffs (Ibs) = -99 -119 -119 89 -149 -178 Maximum Standoff Uplift= -119 lbs Standoff Uplift Capacity= 732 lbs D/C= 0.163 Standoff Okay Fastener Capacity Check: Fastener= 5/16"diameter lag screw Number of Fasteners= 1 Min. Embedment Depth _ 2.5 in Wood Species= Spruce Fir Pine Specific Gravity, G = 0.42 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 205 Ibs/in Per 2012 NDS Table 11.2A Load Duration Factor, Co= 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity= 819 lbs D/C= 0.15 Fasteners Okay Client: Bass Sheet No. S U n G E V I T Y" sungevity#: 2527629 p GENERATE POSITIVE' Date: 4/6/2016 3 Existing Structure Check Per 2012/BC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area (ft ) Weight(lbs) Roof DL 12.36 2455 30,347 z Ceiling DL 6 2455 14,730 y Exterior Walls 10 912 1 9,120 Assuming 8'-O"Wall Height R Interior Walls 8 912 7,296 Assuming 8'-O"Wall Height Total Existing Weight of Building = 61,493 Weight of PV System Weight(psf) Area (ft) Weight(lbs) > PV 2.6 543 1,411 a. I Total Weight of PV System = 1,411 Comparison Check 10%of Existing Weight of Building (Allowed)= 6,149 lbs Total Weight of PV System (Actual)= 1,411 lbs % Increase= 2.3 % Seismic Upgrade is Not Necessary Client: Bass Sheet No. S U f 1 G E V I T Y- Sungevity#: 2527629 GENERATE POSITIVE Date: 4/6/2016 4 Snow Loads PerASCE 7-10, Chapter 7 Sloped Roof Snow Loads, ps Roof Angle= 36 degrees ps= CS pf= Cs(0.7)Ce Ct Is pg Equations 7.4-1 and 7.34 Cs= 0.618 Figure 7-2c Ce= 0.9 Table 7-2 Ct= 1.2 Table 7-3 1 = s 1.0 Table 1.5-2 Pg = 50.0 psf Ground Snow Load Ps= 23.4 psf i MEMBER REPORT Roof,Roof 1-Array 1 PASSED 1I F O R T E 1 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2@ 16" OC Overall Sloped Length:21'9 3/8" o -- o i 12 " 8.72 n l3 " 81 0 16'6* 1 2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(pattern) System:Roof Member Reaction(lbs) 491 @ 16'11 1/2" 2231(3.50") Passed(22%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(lbs) 447 @ 16'3" 1436 Passed(31%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Moment(Ft-lbs) 1966 @ 8'9" 2269 Passed(87%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) -0.684 @ 10'11" 0.998 Passed(L/350) 1.0 D+1.0 W(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.014 @ 8'10 13/16" 1.331 Passed(1-/236) 1.0 D+1.0 S(Alt Spans) Member Pitch:8.72/12 Deflection criteria:LL(L/240)and TL(1-1180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 4'17/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. -209 lbs uplift at support 16'111/2".Strapping or other restraint may be required. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required DeadE27' Snow Wind Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 224 278 -265 585/-265 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 233 258 -349 518/-349 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-enow:i.zs) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 17'2" 16" 10.0 - 23.4 Roof 2-Uniform(PSF) 0 to 3'3" 16" - 20.0 - Roof 3-Uniform(PSF) 16'4"to 172" 16" - 20.0 - - Roof 4-Point(lb) 4'4" N/A 29 - -99 5-Point(Ib) 6'6" N/A 29 -99 6-Point(lb) 8'9" N/A 29 -99 7-Point(lb) 10,111, N/A 29 -99 8-Point(lb) 13'V N/A 29 - - -99 9-Point(lb) 15-3" N/A 29 -119 Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by JSpencer i Forte Software Operator Job Notes 4/6/2016 12:10:45 AM Janyce Spencer Bissonnette Residence Forte v5.0,Design Engine:V6.4.0.40 Sungevity 567 Salem Street BASS_2--1.4TE (510)496-4422 North Andover.MA 01845 jaspencer@sungevity.com Page 1 of 1 DocuSign Envelope ID:588853E4-E771-430A-9BDB-FA63C2E27C53 sunGEVITY' GENERATE .POSITIVE An Overview of Your Solar Agreement Homeowner Name, Address, Email, Co-Owner Name (If Any) Email, Installation Location Phone Phone John Bissonnette 567 Salem St North 567 Salem St North Andover Andover MA 01845 MA 01845 kathleen.bass37@gmail.com (978) 557-5965 We at Sungevity are excited to welcome you to your solar future! While it's still necessary to read your entire agreement, here are some important points to be aware of Upfront Payment $0.00 Install Payment $0.00 (payment due at start of installation) Initial Term 20 years Est. Production, Year 1 7,343 kilowatt hours C*Whs") Price per kWh, Year 1 $0.153 per kWh Annual Increase 0.0% (in rice per kWh) P Est. Avg. Monthly Payment, Year 1 $93.77 Est. Production, Initial Term 140,086 kWhs Avg. Price per kWh, Initial Term $0.153 per kWh Accepted by.: �,¢ Date of Agreement: 3/15/2016 Sungevity 166 Franklin Street, Suite 310, Oakland, CA 94607 1-866-SUN-4ALL(866-786-4255 MCL No. 168430 I ) I 1 Page 1 DocuSign Envelope ID:588853E4-E771430A-9BDB-FA63C2E27C53 SunGEVITY' GENERATE POSITIVE An Overview of Your Solar Agreement (cont'd) Our Promises to You • We insure and repair the System for the entire 20-year Initial Term, as specified in the agreement. • We only work with insured partners who are licensed to install and maintain the System. • We provide a 20-year performance guarantee and 10-year output warranty as set forth in Exhibit 2. • We provide 24/7 web-accessible monitoring at n.oadditional cost to you, as specified in the agreement. • We warranty your roof against leaks caused by the System for at least five(5) years after installation, as specified in the agreement. • We restore your roof at the end of the agreement,as specified in the agreement. • During the Initial Term,the rate you pay for solar, exclusive of taxes, will not increase by more than 0.0%per year. Your Prepayment and Transfer Choices During the Initial Term • If you move,you may transfer this agreement to the purchaser of your Home, as specified in the agreement. • If you move, you may prepay the remaining payments(if any) at a discount. • At certain times, as specified in the agreement,you may purchase the System. Your Choices at the End of the Initial Term • We will remove the System at no additional cost to you. • You may purchase the System for its fair market value as specified in the agreement. • You may renew your agreement for up to five(5) years in five (5) one(1) year increments. • Otherwise,the agreement will automatically renew for an additional one(1) year term at 10%less than the then-current average rate charged by your local utility. Other Important Terms • After going solar you will continue to receive a bill from your utility, but it will be offset by your solar production. • The Price per kWh (Year 1), Est.Avg. Monthly Payment(Year 1),and Avg. Price per kWh (Initial Term) listed above each reflect a $7.50 per month discount for paying by automatic debit(ACH), and will be higher if you choose another method of payment. We are Committed to Being There for You • By initialing below, you authorize Sungevity to use automated technology to call the phone number provided above, even if it is a wireless number or you have previously requested that we not contact you.This authorization is not required to make a purchase from us, and you may contact us to change your contact preferences at any time. • Don't hesitate to reach out to our Customer Service department at 1-866-SUN-4ALL(866-786-4255) with any questions or concerns.We're usually open from Monday to Friday from 7am-7pm CT and Saturday 8arn spm CT; current hours can be found at: http://www.sungevity.com/contact-us. • At our 24/7 personalized customer portal,oursungevity.com,you can see answers to commonly asked questions about solar,track your home's solar production, and even share the sunshine by referring your friends. Attepted by. Date of Agreement: 3/15/2016 Sungevity 66 Franklin Street, Suite 310, Oakland, CA 94607 1-866-SUN-4ALL(866-786-4255) MCL No. 168430 1 Page 2 l ,' Professional design, installation and service of solar energy systems Date: 4/13/2016 Town: North Andover Enclosed you will find thep ermit fees for: i John Bissonnette @ 567 Salem St. Please send the approved permits in the self-addressed envelope to: ReVision Energy Attn: Tricia Mills 7 Commercial Drive Brentwood, NH 03833 Please do not hesitate to call or email with any questions. Sunny regards! Tricia Mills ReVision Energy 7 Commercial Drive Brentwood, NH (603) 679-1777 TMills@revisionenergy.com I i I I 91 West Main Street 142 Presumpscot Street 7 Commercial Drive Liberty,ME 04949 Portland,ME 04103 Exeter, NN 03833 (207)589-4171 (207)221-6342 (603)679-1777 www.revisionenergy.com -- :�...-. - �: .`+."�''"�E• _�ti - , 4t 'i::a�, i- �4'—#^.i'„ 7n.?, Y. 4-" Ifi ie,t•:�r Y^�-"t.. ,M -y.�•.k; p =7,^"',�1�?ter' :•�^ -9 5:i ar b�a�� A ai 1 'i_ �^�. � i'::.=i" t 9 ,•,". �1 r try -r'a e7pl•''rw Eif tr -tet -tt 1€ta. ','i '�'�"r F=r— '�a1rrt.- v� 411= +Ih,Iry: a fj.•• ��:Iir 7 7-710-117T. 00 :00 .l.. 11. Ja . -'r: r :_.:!" � ea xe.,x,t,•d� .a',i..i iA,#;, � '"=>�: .r..,7' € :�ice: " I �,7'�,:; . '� .i'r[a 1E .'.i y7f � . .lf /a• ��Nom:• � � ,�� . :a II a i� .!.F 0 Ik aO,J Nt .� •;Fi: �.�a'�a; '^�! _ 7t.. P:i.'•�.fi;; Y' rll.':.�� YH.; 'i...,' far '�il.� .. ..,Z.�,.t 11 kr __ >I • sees ' • 1 •• • . • • ' • i The Caammon»wealth ofMarssachusetts Department,of Industrial Accidents Office of Investigadons 600 Washington Street Boston,MA 02111 wnw..mas&gov1dlar W�orkers' Collupensation Insurance Affidavit; Bufftiers/ outractors Electrlciar iumhers Ap0icant_Infomait on - - Please Prat Legibly Revision Energy, LLC- Daniel Clapp, Officer Name(Busbmess/4rpnization/ludiv dual). Address: 17 Commercial Drive CilyBrentwood,NH 03833 ��tate/'�ipa Phoae ; 1603 679 1777 Are you an emple-yer?Check the appropriate box: Type of project(required): ; 1.QI am a employer with 100 4, El I am a general contractor and I 6, Q New=tmuctialn employees(full and/or part-time).* have hired the sub-w=actors 2. ' lam a sole proprietor or partncr- listed on the attached sheet. S 7 0 Remodeling ship and have no amloyees These sub-contractors have 8. 0 DemoNdon working foa'mein any capacity. workers' comp.insurance. 9. '® Building addidan [No work ' comp.insurance 5. 0 W+e'are a cormoradon Pad its officers have exercised their 10-Q Electrical repairs or additions required.] 3.'0 I am a homco wr er doing all * might of t serllption per MCYL 11,El Plumbing repaa_r5 or additions myself [No workers" cam. c. 152, §1(4)„and we have no 12.r] Roof repairs insurance t44'uired.]t employees. [No workers' 13 E]Oth� Solar Installation comp.insurance requ•ircd=] "Any gVli�t that checks box#1 trust also fill out the section below shoe their warkers'corrspensation policy infonmtiom. t Homeovmcts who submit the affidavit indicating they to doing ull vwnrk and dm'hire outside conftam must submit a new iaffi&vit bdkAming such. $Con actom that check this baa mug attached om,additional sheet showing the um m ofths subcomnmctots and the wotkets'anis-Policy inforr n,fiom I warm ars employer that is provWng workers'compensation insurance ©r my employee& Below Is diepolkyanifjob,sile informathrr. Insurance Company Name: Maine Employers Mutual Insurance Company 1510 1800408 - - policy#or Self-ins. lL c, Expp ratlou.Date: 0 Job Site Address:- 567 Salem St _ - City/S t jZ*: North Andover, MA 01845 Attacb a copy of the workers"compensation policy declaration page(showing the policy number and expiration ante). Failure to secure coverage os required under Section 25A of MGL c= 152 can lead to the imposition of criminal-p=alties of a fine up to 51,500.00 and/or one-year inmprisonmenta as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 1$250.00 a day against the violator. Be advised that a copy ofthis statement maybe fin-warded to the Office of Investigations of the DIA fear fim=ce coverage verification. I do hereby cerxify render the pains and pernitles ofperjury that trDrre information provided above is true and core S° ataure; ate:'. 4/4/2017 603 679 177 ' Phone#:- 0 t*iod use ornly. Do not wr&e in this area,to be completed by efty or towns officid City or"Tower: Permit/11cense# Issuing Authority(eirde one)!; 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Pbone h: A /�r Yi r•i.iuu License or registration valid for individul use only Office of Consumer Affairs�ti Business Regulation g h�31 DOME IMPROVEMENT CONTRACTOR y r before the expiration date. If found return to: - . "WRO,Registration: 17A63A Type: Office of Consumer Affairs and Business Regulation , Expiration: 3/512017 LLG 10 Park Plaza-Suite 5170 Boston,MA 02116 - REVISION ENERGY,LLC. DANIEL CLAPP 7 COMMERCIAL DR. EXETER,NH 03833 thidersecretary 4, dithout signature 1 I r • r r . Massachusetts -Department of Public Safety Board of Building Regulations and Standard's C„n.irucGom Super%is,rr License: CS-101386 DANIEL J CLAPP= 33 Nute Road Madbury NEI 03$23 aR f Expiration Commissioner 07/05/2016 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 M )of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS 1 2 3 4 5 MODULE SPECIFICATIONS (31)Hyundai HIS-M250RG(BK) 1, MODULE WEIGHT: 37.9 MODULE LENGTH: 64.57 36'-3" MODULE WIDTH: 39.29 ROOF ISPECS f RAFTER SIZE: 2X10 NOMINAL I I RAFTER SPAN: 16'-4" -L f -- 4__A___! A I 1 - - I RAFTER SPACING: 16" ! I 1 I I I I I ! ( I I I ! I I ! I ( I I ( I I I 1 I COMPOSITE SHINGLE ARRAY 1 SPECS NUMBER OF MODULES: 31 A �- -- - �- -- -F -- ' -- - TOTL MOD.WEIGHT T I RACKI G WEIGHT(Ibs�lbs): 1 340.9 A I I I I I I I ( ARRAY WEIGHT(Ibs): 1404.9 ARRAY AREA(sgft): 546.2 ARRAY DEAD LOAD(lbs/sgft): 2.6 r I NUMBER OF MOUNTS: 66 LOAD PER MOUNT(Ibs): 21.3 1- 1 --( I - �- -- -` -- -- -� I ARRAY AZIMUTH(-) 196 ARRAY TILT(') 36 1 I 1 1 1 1 I I ! I I I i t I I I I I NUMBER OF FLOORS 2 I I I I I 1 -I-- . I 4 - -1 1 I I I I I 11 I o I I -I I I I I I i 1 1 1 1 1 1 1 1 1 It 1 1 1 1 1 1 I i I y 1 11 I 1 Ir i I 1 I It I I I I fi t I SYMBOL KEY: RAIL RAFTERS ROOF FIRE CLEARANCE -® STRING CONFIG. RRAY LAYOUT = o = o STRUCTURAL B NOTE: 1 - UPGRADES B MODULES SHALL NOT BE GREATER THAN 8 SCALE : 3/16 1'-0" SOLAR MODULE INCHES ABOVE ROOF COVERING ® MOUNT ® SKYLIGHT ® CHIMNEY o PLUMBING OR ATTIC VENT ATTIC VENT SOLAR MODULE IRONRIDGE XR100 L-FOOT QMSE-LAG SHINGLE C COMPOSITE SHINGLE CUSTOMER INFORMATION: 5" X 5/16"-LAG 2.5" MIN. EMBEDMENT PER JOHN BISSONNETTE SCREW 567 SALEM ST 2X10 NOMINAL, 16 O.C. NORTH ANDOVER, MA 01845 (978)557-5965/#2527629 - MOUNTING DETAIL SCALE : NTS DESIGNED BY: REV#: DATE: PV-2.0 RUTUJA-K 0 1 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:--Location:Bass-2527629 SV7 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT i 1 2 3 4 5 ELECTRICAL KEY: INVERTER 1 SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS 1Z BREAKER SOLAREDGE SE760OA-US (31)Hyundai HIS-M250RG(BK) RATED WATTS(EACH): 7600 SHORT CIRCUIT CURRENT(Isc): 8.7 �— SWITCH AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(Voc): 37.4 Q SCREW TERMINAL AC OPERATING CURRENT(A): 32 OPERATING CURRENT(IMP): 8.1 FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 30.9 • SPLICE INVERTER EFFICIENCY: 0.975 MAX SERIES FUSE RATING: 15 EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 250 TT7 CHASSIS GROUND INVERTER 1 INPUT SPECIFICATIONS PTC RATING: 225 — — — GEC NOMINAL CURRENT PER STRING(Inom): 10.7,11.4 DESIGN CONDITIONS EGC NOMINAL VOLTAGE(Vnom): 350 HIGHEST 2%.DB DESIGN TEMP(°C): 32 MAX SYSTEM VOLTAGE(Vmax): 500 MIN.MEAN EXTREME ANNUAL DB(°C): -18 A MAX CURRENT PER STRING(Imax): 15 A MAX INPUT CIRCUIT CURRENT([max): 30 200A MAIN BREAKER (3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4" EMT 3/ LOCUS4" EMT 3/4" EMT FREE AIR 3/4" EMT METER (N)SE760OA-US AC DISCONNECT, (E)LOADS INVERTER W/INTEGRATED 60AMP, DC DISCONNECTS NON-FUSIBLE, C-H (E)LOADS DG222UR6 (E)200A Murray MSP 1 STRING OF + 40A 2P 240V 2P 3-W 1(D DC 15 MODULES D _AC METER DC OPT. CURRENT= 10.71A D DC .. OUTPUT LOAD LINE 1 STRING-0 F + I I B 16 MODULES 4 I B OPT. CURRENT= 11.43A INVERTER GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE (IF APPLICABLE) MIN. NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF C C Inom = (16 x 250W)/350V= 11.4A CONDUIT ELEVATION: 1/2 TO 3-1/2" =22 *C 31 MODULES TOTAL OPERATING VOLTAGE= 350VDC (REGULATED) HIGH AMBIENT TEMPERATURE: 32 °C 31 x 225(PTC WATTS)x 0.975=6801 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C JOHN BISSONNETTE 200 x 1.2 =240 ROOFTOP AMBIENT TEMP(Tcorr): 54°C= 0.76 SE760OA-US MAX OUTPUT CURRENT=32A O 240-200(MCB)=40A CONDUIT FILL(Cf[II): 0.8 BREAKER SIZE = 32A x 1.25=40A=>40A NSALEM ST MAX ALLOWABLE AC PV BREAKER=40A NORTH ANDOVER, MA 01845 CONTINUOUS USE = Imax* 1.25= 15A (978)557-5965/#2527629 CONDITIONS OF USE = Imax/Tcorr/Cf[II = 15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 RUTUJA.K 1 0 1 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:--Location:Bass-2527629 SV1 Sheet Size:11 x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 PHOTOVOLTAIC SYSTEM ' SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 6.801 kW\7.75kW PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: A PV5.0 DIRECTORY A PV MODULES: (31) Hyundai HIS-M250RG(BK) KEY: INVERTER(S): (1)SolarEdge SE760OA-US ---- PROPERTY LINE -- - CONDUIT RUN INVERTER DRIVEWAY a SUBPANEL SCOPE OF WORK: FENCE 0 DC DISCONNECT FIRE CLEARANCE INSTALLATION OF A SAFE AND CODE-COMPLIANT SALEM ST � o STRUCTURAL E] AC DISCONNECT GRID-TIED SOLAR PV SYSTEM ON AN EXISTING UPGRADES ��l MONITORING ION UNIT RESIDENTIAL ROOF TOP. LOCATION OF(E) MSP Q SOLAR MODULE MU - INSIDE BASEMENT 0 MAIN SERVICE PANEL 0 COMBINER BOX Q UTILITY METER ROOF j Q PV METER OBSTRUCTION i APPLICABLE CODES: j 2014 NEC . j 2009 INTERNATIONAL CODES WITH MA AMENDMENTS i i i i B j CONTRACTOR INFORMATION: B i� REVISION ENERGY WOBURN 7A COMMERCIAL DR. �/��V BRENTWOOD, NH 03833 EWAY o JURISDICTIONAL INFORMATION: i� NORTH ANDOVER, TOWN OF 1600 OSGOOD ST. J NORTH ANDOVER, MA 01845 NOTES TO INSTALLER: ROOF MOUNTED CONDUIT r. FOR INSTALLER USE ONLY /j POST INSTALL SUNEYES REQUIRED?. YES 7 i' I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: _C CUSTOMER INFORMATION: JOHN BISSONNETTE 567 SALEM ST NORTH ANDOVER, MA 01845 SITE PLAN N (978)557-5965/#2527629 SCALE : N.T.S. - DESIGNED BY: REV#: DATE: PV- 0.0 RUTUJA.K 0 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:--Location:Bass-2527629 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT i 1 2 3 4 5 i GENERAL NOTES: ELECTRICAL NOTES: GENERAL NOTES: E1.ALL EQUIPMENT IS LISTED FOR USE. N1. DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF RACEWAYS E2. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL I STANDARDIZED. BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE, EQUIPMENT DEVICES, DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A OVERCURRENT PROTECTION,GROUNDING SYSTEMS, ETC. (ALL EQUIPMENT AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS IN THE NETWORK VOLTAGE HAS BEEN RESTORED. SPECIFICATIONS OR NOTED ON THE PLANS TO ENSURE COMPLETE COMPLIANCE WITH ALL E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT N4. ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 311 RATED. CALCULATED AT THAT COMPONENT. N5. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL CIRCUITS ARE RUN INSIDE A BUILDING. BE PROPERLY GROUNDED. N6. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6" ABOVE E8. DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. FLUSH VENTS. E9. MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. GIVEN BY UTILITY COMPANIES. E10. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL N8. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. BOXES OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N9-ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO REQUIREMENTS BY REQUIREMENTS. NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL REQUIREMENTS BEYOND THE E11. FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS LANGUAGE INCLUDING, BUT NOT B LIMITED TO,THAT FOUND IN NEC ARTICLES 690.5 (C),690.14(C)(2), 690.17, "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS 690.53,690.35(F), 690.54,690.64(B)(7)and 705.10 PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX, DISCONNECT AND DEVICE N10. INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N11.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES. E12. INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION N12. IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED DEVICE. PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY ITEMS ON THIS PLAN. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CONTINUOUS. N.14 ALL OSHA REGULATIONS AND STANDARDS FOR SAFE AND HEALTHFUL WORKING E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. CONDITIONS TO BE FOLLOWED. E15. BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N.15 ALL CONTRACTORS WORKING ON ROOFS TO BE INSURED AS SUCH. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION. S1. MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT SHALL BE E17. ONLY COPPER(CU)CONDUCTORS SHALL BE USED. CONDUCTORS SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C S2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD E18. DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED C AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL CUSTOMER INFORMATION: S3. DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. INTEGRATED GROUNDING (PLEASE SEE DATA SHEET) OR WITH TIN PLATED DIRECT JOHN BISSONNETTE BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND 567 SALEM ST THREAD FORMING BOLTS. NORTH ANDOVER, MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED, INCLUDING BONDING JUMPERS WHERE (978)557-5965/#2527629 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV- 1.0 RUTUJA.K 0 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:-Location:Bass-2527629 SV 1 Sheet Size:1107 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 NEC 690.5(c) NEC-690.31 (E)3 &4; 2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S) OR NEAR PLACE ON ALL JUNCTION BOXES, EXPOSED RATED AC OUTPUT CURRENT(A): 32 GROUND-FAULT INDICATOR (ON INVERTER(S) U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS AND PENETRATIONS, ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE (V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD WARNING RATED MAX POWER POINT CURRENT(Imp): 22.1 A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 10.9 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, NOTE: PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED OUTSIDE LABELING OF SYSTEM COMPONENTS AND MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY EXPOSED DURING SERVICE: METERS IS TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT IN WHICH THE EQUIPMENT IS INSTALLED. NO STICKERS ARE PERMITTED. WARNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED" POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) NEC 690.56(c) B PLACE THIS LABEL AT P.O.C. TO SERVICE PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT B DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND DOWN IS INSTALLED SUBPANEL IF APPLICABLE)) WARNING PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. _ CAUTION ' C C CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: JOHN BISSONNETTE 567 SALEM ST NOTE: NORTH ANDOVER, MA 01845 BACKGROUND AND LETTERING COLORS FOR (978)557-5965/#2527629 SIGNAGE/LABELS SHALL COMPLY WITH (IN ORDER OF PRIORITY)AHJ & FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES. THIS PAGE IS DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV"4.0 RUTUJA.K 0 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:—Location:Bass-2527629 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT i 1 2 3 4 5 i A A DIRECTORY LABEL PER NEC 705.10 POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN j LOCATION OF z I UTILITY METER g LOCATION OF MAIN SERVICE PANEL INSIDE BASEMNET B B llu U �Q Q 3 2 Q LOCATION OF INVERTER WITH INTEGRATED DC N DISCONNECT i I C C i CUSTOMER INFORMATION: I JOHN BISSONNETTE 567 SALEM ST NORTH ANDOVER, MA 01845 (978)557-5965/#2527629 I DESIGNED BY: REV#: DATE: PV-5.0 RUTUJA.K 0 4/5/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:RUTUJA.KULKARNI Date:Location:Bass-2527629 SV 7 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT i www.hhi-green.com/solar/en O Dp Electrical Characteristics nyundao d:7R_ I Poly-crystalline Type� 5(3 � om (+ y� J}�] U Nominal output(Pmpp) W ` 245 f 250 255 1 `.:J �`�`'._� Voltage at Pmax(Vmpp) V 30.7 30.9 31.0 Current at Pmax(Impp) A 8.0 8.1 8.2 - Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global Open circuit voltage(Voc) V 37.3 37.4 37.6 leading 7 business divisions with sales of 51.3 Billion USD in 2013. As one of our core businesses of the company,Hyundai Heavy Industries is Short circuit current(Isc) A 8.5 j 8.7 8.8 committed to develop and invest heavily in the field of renewable energy.Hyundai Solar is the largest and the longest standing PV cell and Outputtolerance % +3/-0 module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than No.of cells&connections PCs 60 in series 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more Cell type 6"Poly-crystalline silicon than 20 Million USD on innovative technologies. Module efficiency 90 15.0 15.3 15.6 Temperature coefficient of Pmpp %/K -0.43 -0.43 -0.43 Temperature coefficient of Voc %/K -0.32 j -0.32 -0.32 POIy-Grystalll ne Type Temperature coefficient of Isc %/K 4 0.048 0.048 0.048 Black-Black X All data at STC(Standard Test Conditions).Above data maybe changed without prior notice. HiS-M245RG(BK)�HiS-M250RG(BK)�HiS-M255RG(BK) Mono-crystalline Type l Mono-crystalline Type RG-Series HiS-5255RG(BK)i HiS-S260RG(BK) HiS-S265RG(BK) Inaa Nominal output(Pmpp) W 255 260 -265 Voltage at Pmax(Vm Mechanical Characteristics 9 PP) V 31.0 31.1 31.3 Current at Pmax(Impp) A 8.2 8.4 8.5 • 998 mm(39.29-)(W)x 1,640 mm(64.57")(L)x 35 mm(1.38")(H) Open circuit voltage(Voc) V •37.8 37.9 I 38.1 Short circuit current(Isc) A 1 8.8 8.9 I 9.0 Approx.17-2 kg(37.9 lbs) j 0. - 60 cells in series(6 x10 matrix)(Hyundai cell,Made in Korea) Output tolerance % +3/-0 No.of cells&connections PCs 60 in series ® 4 mm'(12AWG)cables with polarized weatherproof connectors, Cell type j 6"Mono-crystalline silicon IEC certified(UL listed),Length 1.0 m(39.4") Module efficiency % 15.6 15.9 16.2 IP68,weatherproof,IEC certified(UL listed) Temperature coefficient of Pmpp %/K -0.45 -0.45 -0.45 . . 3 bypass diodes to prevent power decrease by partial shade Temperature coefficient ofvoc %/K -0.33 -0.33 -0.33 _..__ Front:High transmission low-iron tempered glass,2.8 mm(0.11"). Temperature coefficient of Isc °%o/K 0.032 0.032 . 0.032 Encapsulant:EVA Back Sheet:Weatherproof film(Black color) x An data at STC(stanch d7esr conditions).Above data may be changed wrcnoDr prior notice. �B• Clear anodized aluminum alloy type 6063(Black color) l Module Diagram l (unit:mm,inch) IN Curves High Quality _ amnr W IEC 61215(Ed.2)and IEC 61730 by VDE UL listed(UL 1703),Class C Fire Rating Output power tolerance+3/-0% / \ NotTs HOLES uro31 ISO 9001:2000 and ISO 14001:2004 Certified a DETAIL `°`n d=taaow7m° i3OBOmm 1p00mm -Operating CNlTemp=SC (393T1 (39371 e8-07SIOTTHRI - ZSCAdvanced Mechanical Test(8,000 Pa)Passed(IEC 61215) 4mpvME& 4-CABLE& op Mechanical Load Test(40 lbs/ft')Passed(UL) covetaoB cowvEc oxo _ w Ammonia Corrosion Resistance Test Passed s e.,e ew ok"eM IEC 61701(Salt Mist Corrosion Test)Passed GRCUND&tAwc DETAILS 4x bor�49mt . dJ..mm"aaaaeea====sJet o1o 10 8(o7t GROUND W"' /oww Starclneerslve " Ourting 9537%) o Delivered ready for connection la c g IEC(UL)certified and weatherproof connectors A 99913929 C 25319.%1 30 1.1 1.0 0.0 i Cep temp=25Y Integrated bypass diodes SECTION C-C . s 1. Is m u wmge nt Limited Warranty 1 st year:97% Installation Safety Guide 46'C±2 After 2nd year:0.7%annual degradation •• 80.2%for 25 years Only qualified personnel should install or perform maintenance. s,• - .- . -40-85'C Be aware of dangerous high DC voltage. DC 1,000V(IEC) Please refer to the Hyundai Limited Warranty for more details. DC 600 V(UL). •Do not damage or scratch the rear surface of the module. x Important Notice on warranty Do not handle or install modules when they are wet. The warranties apply only to the PV modules with Hyundai Heavy Industries Co.,Ltd's logo(shown below)and product serial number on it. [Printed Date October 2014] .> Sales&Marketing C E D �L US PV tE m � min, ,r HYUNDAI ,0 .nfl d]y cee tied HYUNDAI D E LaT® t.�,t " . - �„e„dh p, 2'w FL,Hyundai Bldg.,75,Yulgok-ro,Jongno-gu,Seoul 110-793,Korea HEAVY INDUSTRIES asc Tel:+82-2-746-4517,7422,7563 Fax:+82-2-746-7675 HEAVY INDUSTRIES i r HYUNDAI HEAVY INDUSTRIES CO.,LTD. www.hhi-green.com/solar CERTIFICATE OF COMPLIANCE , Certificate Number 20141021-E325005 Appendix) Module Installation Instruction(HIS-MxxxRF,HIS-MxxxRG,HISSxxxRF,HIS-SxxxRG) Report Reference E325005-20131209 The installation methods which are described in Hyundai Heavy Industries installation Manual are Issue Date 2014-OCTOBER-21 covered by 2,400Pa Warranty. Method 2400 Pa 5400 Pa Issued to: HYUNDAI HEAVY INDUSTRIES CO LTD 1-5 DAEJANG-RI SOI-MYEON T T T T EUMSEONG-GUN Bolting Long Bar CHUNGCHEONGBUK-DO 369-872 KOREA This is to certify that PHOTOVOLTAIC MODULES AND PANELS 4 representative samples of "HiS-SxxxRF, HiS-MxxxRF, HiS-SxxxRG and HiS-MxxxRG ' Series with specific construction described in installation instructions compliant to Photovoltaic Module Fire Lj4 Performance Type 1" f LJ f 100rhm Have been investigated by UL in accordance with the L12 Standard(s) indicated on this Certificate. Long Bar Clamping Standard(s)for Safety: UL 1703 "Standard for Safety for Flat-Plate Photovoltaic 3 Modules and Panels", []:Clamping area L l ULC ORD/C1703-01 "Flat-Plate Photovoltaic Modules and 4 El:Additional l — Panels", support bar Clamping Area <_L/4 L j8 ' Additional Information: area LJ4 See the UL Online Certifications Directory at E]:Additional L www.uI.com/database for additional information Clamping area for slipping L/8<_ Clamping Area <_L/4 snow +10:0mm Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. L/2 5�q, S/4 Look for the UL Certification Mark on the product. ` r Short Bar S ( S ..._:. :1 ... '. Clamping Area :5S/4 L S/815 Clamping Area <_S/4 Note 1)The certified mounting method is bolting method by TUV Rheinland. 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests are based on I EC61 21 5 ed.2. Bruce Mahrenholz,Assistant Chief Engineer,Global Inspection and Field Services UL LLC Any information and docurnentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL.For questions,please contact a local UL Customer Service Representative at viww.ul.comtcontactus Sales Office Page 15 of 15 Factory 12th FI.,Hyundai Bldg., 313,Soi-ro,Soi-myeon,Eumseong-gun, Page 1 of 1 75,Yulgok-ro,Jongno-gu, Chungcheongbuk-do 369-872,Korea Seoul 110-793,Korea - - Single Phase Inverters for North America solar,SOI �99 ® , SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US I SE6000A-US I SE760OA-US SE10000A US SE11400A US OUTPUT 9980 @ 208V S o l a r E d g e Single Phase I n ve rte rs Nominal AC Power Output 3000 3800 5000 6000 7600 99 0 @ 208 V 11400 VA .................. .. ..... ..... ...... .. . .. ..... .... ..... ...... For North America 5400 @ 208V I loBDo @ zogV Max.AC Power Output ( 3300 4150 6000 8350 12000 VA I 5450 240V 10950 240V AC Output Voltage Min:Nom:Max.ltl183 1 SE3000A-US / SE380OA-US / SE5000A-US/ SE6000A-US / ACOu'P208 u-zz9�a�--...-Nom.-...-.... AC Output Voltage Min:Nom:Max."! ✓ ✓ ✓ ✓ ✓ ✓ ✓ SE7600A-US / SE1000OA-US 1 SE1140OA-US X1-24 envy Vac AC Frequency Min.-Nom,-I,ax.lt' 59.3-60-60.5 Hz ......... ..... ........... . ............i.............-.. ......-........ ...24 @ 208V I 48 @ 208V... Max.Continuous Output Curren. .....1._..12.5...... ......16.....-�..21.�° 240V...1..... ZS.......1.......32.......1...42.@240V... ......47.5.-...-. -..-A.,.... ^� GFDI ThresholdI 1 A ---- _ ........ .... ................. .................................... ...............I... ............-... .. .. . ....... .-..... I Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes 1p INPUT [ 1�nverte� & Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W .......... ................................. ...... A% 5 Transformer-less,Ungrounded Yes 2 ............... .............. g .. . teats Max.Input Voltage 500 Vdc ........................................... ....................................................................................................................... .... f WaC1anH Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc. t l vaJza �r E Max.Input Current lZ' 9.5 13 115.5 @ 2OV 18 23 30 5�a?240V 34.5 Adc -..: Max.Input Short Circuit Current 45Adc ...... .................... .. k Reverse-Polarity Protection Yes .. ...... ... .............. . .. ................ .......... .. .. .. .. .. ..... . .................I............ ....., ..........- .. .. ..- ....... k Ground-Fault Isolation Detection 600ku Sensitivity ................................ ................ ..._.......... ......... ..-............. ........... .. .. ...... j Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % 3 97 @ 208V 97 @ 208V ........ ........ ................ ................ 4 j CEC Weighted Efficiency 97.5 989.. 97.5 97.5 97.5 @.240V.. ................ 97,5.@ 240V.. .-................ .. .. ... Nighttime Power Consumption <Z.5 <4 W ADDITIONAL FEATURES I Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ........ .................. ... .. ..... .. p Revenue Grade Data,ANSI C12.1 ............Ciptionallal Rapid Shutdown NEC 2014 690.12 Yes STANDARD COMPLIANCE i Safety UL1741,UL1699B,UL1998,CSA 22.2 .......... ... ... ..... ......... .. .. ........... l Grid Connection Standards IEEE1547 ............. ....... ....... .......... .. ...... ...... ........ ..... ..... ..... .. ..... . .. ...... .. .... ... .. ........ .. ..... ... ..... ..... ...... ......... `` a Emissions FCC partly 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/#of strings/ 3/4"minimum/1 3 strings/ i 3/4 minimum/1-2 strings/16-6 AWG AWG,ran&?... ... ....... ...... ...... .....:....... ............ ...... ... .. ..... .... ..-..... ........... 14-6 AWG . ........... } Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.Sx12.Sx7.2/775x315x184 s t HxWxD 775 x 315 x 260. ........ ...n?n?.... Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 Ib%kg Natural ----- --- convection Cooling Natural Convection I and internal Fans(user replaceable) ! The best choice for SolarEdge enabled systems { fan(user Integrated arc fault protection for NEC 2011 690.11 compliance . ......... . .. I-replaceable). ... .... g p p I Noise �25 <.50. .. ............... . dBA ( Rapid shutdown for NEC 2014 690.12 in.-Max.Operating Temperature p i 13 to+140/ 25 to+60(40 to+60 version availableia)) 'F/'C .Range.. ....... Superior efficiency{9810} Protection RatingI NEMA 3R . . .............. ... .. ...... .............. ...... ... ...... ..... ....... ....-.......... .............. .. ..... - Small, lightweight and easy to install on provided bracket r i'For ocher regional settings please contact 5olarEdge support. t A higher current source may be used;the inverter will limit its input current to the values stated._ BUIIL-ln module-level monitoring 131 Revenue grade inverter P/N:SExxxxA-U5000NNR2(for 760OWinverter.SE7600A-U5002NNR2). 1"'-40 version P/N:SE-A-US000NNU4(for 760OW inverter:SE7600A-US002NN1.14). - 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 �`~~lsunsa€e �._ ROHS USA-GERMANY- ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us 9 SolarEcIg I e Technologies.Inc.All rights reserved.SOL I AREDGE.the SolarEd ge logo;0 1 PTIMIZED BY SOLAREDGE F are trademarks or registered trademarks are trademarks of their respective owners.•►-e 016.V.02. �I AUTHORIZATION TO MARK Intertek AUTHORIZATION TO MARK FThs iauthorizes the.application of the Certification Mark(s) shown below to the models described in the Product(s) ` Product: Utility Interactive Inverter j overed section when made in accordance with the conditions set forth in the Certification Agreement and Listing Brand Name: SolarEdge Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing 7 models: SE3000, SE3300, SE3800, SE5000, SE6000, SE7000, SE7600 P Re ort. Models: (Option:followed by A to indicate Interface board, etc.) I This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. i L � Applicant: SolarEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou) LTD DEV EAST DISTRICT Address: 6 Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr. Oren Bachar or Contact: Elaine Ouyang Mr. Meir Adest +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-4025/ 135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer ' Report Issuing Office: Cortland, NY 13045 �� h Control Number: 4004590 Authorized by: for Thomas J. Patterson, Certification Manager C us Intertek 1` This document supersedes all previous Authorizations to Mark for the noted Report Number. 1 This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement,they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed,Energy Resources, Second Edition Dated: January 28, 2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B, Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection- Issue No.2, 2013/01/14 CSA TIL M-07, Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection- Issue No. 1, 2013/03/11 ATM for Report 3188027CRT-00 1 a Page 1 of 8 ATM Issued: 13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued: 13-Nov-2014 ED 16.3.15(1-Jan-13)Mandatory ED 16.3.15(1-Jan-13)Mandatory 3933 US Route 11 Cortland,NY 13045 Intertek Telephone: (607)753-6711 Intertek Facsimile: (607)756-9891 www.intertek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20, 2014 Letter Report No. 101703554CRT-001 June 20th,2014 Project No. G 10 1703554 • 3-ph Inverters: Mr. Meir Adest Ph: +972.9.957.6620 o SE9KUS/SE10KUS/SE20KUS when the SolarEdge rapid shutdown cable labeled "MCI-CB-xxxxx- SolarEdge Technologies Ltd email: meir.a@solaredge.com 6 Ha'Harash St. x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON, ISRAEL any number; inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr. Meir Adest, _ If there are any questions regarding the results contained in this report, or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek, please do not hesitate to contact the undersigned. standards: Please note, this Letter Report does not represent authorization for the use of any Intertek certification marks. National Electric Code, 2014, Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel -Reviewed by: Howard Liu This investigation was authorized by signed Quote 500534459 dated 06/10/2014. Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd, 6 Ha'Harash St HOD HASHARON, ISRAEL and witness by Intertek � 2f /!�'" personal on 06/17/2014. 1� Signature: Signature fE The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20 , 2014 Date: June 20 ,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9, up to a maximum value where xxx=350;yyy could be AOB or TFI; and zzzz is any combination of four letters and numbers. o OP-XXX-LV, OP-XXX-MV,OP-XXX-IV, OP-XXX-EV;where xxx is any number,0-9. o Paaa, Pbbb, Pccc, Pddd, Peee;where aaa, bbb,ccc, ddd, eee is any number, 0-9 to a maximum upto aaa=300, bbb=350 ccc=500, ddd=600,eee=700. o Pxxx, Pyyy, Pzzz, Pmmm, Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm, nnn,000 is any number,0-9 to a maximum up to mmm=405, nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10000A-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled "MCI-CB-xxxxx-x" which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek..The observations and test results in this report are relevant only the sample tested. This report by itself does not imply that the material,product or service is or has ever been under an Intertek certification program. 'F 4> un.w:�o Intertek' F Page 2 of 2 Intertek Intertek 1tt[ertek Intertek lnter'tek Intertek Intertek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative Intertek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative II solar =ee • solar=eeSolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 SolarEdge Power Optimizer P300 P400 P405 i (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) Module Add-On For North America INPUT Rated Input DC Powerltl 300 400 405 W � Absolute Maximum Input Voltage 48 80 125 Vdc P300 P400 P405 (Vocatlowesttemperature) . . . . .. _ MPPT Operating Range_.... ......... 8-48 $..80............ . ... .......12;5 105........... . Vdc ...... Maximum Short Circuit Current(Isc) 10 Adc ........................................................ ..................................................................................... Maximum DC Input Current 12.5 Adc C ........... ........................................................................................................ ............. I ..Maximum Efficiency 99.5 % gh................ 9 ...................-................................ ...-......... iWeighted...... ncy................... ..................98:g....._.......................................... ......... .. Overvoltage Category II I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) i `. Maximum Out ut Current 15 Adc p ...............p... .... .......................... ........ ............._.............. .......... .... ..................... ... ....... Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) F � � Safety Output Voltage per Power Optimizer j 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 r ..... .. .... ... ... ... ........ .................. c Safety. ........ ........... IEC62109 1(class II safety),UL1741.......... .................... ............. t ROHS Yes via � INSTALLATION SPECIFICATIONS Maximum Allowed SX stem 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-S series mm/in Sx5.97x1:08 I Sx5.97x1.37 ( Sx5.97x1.89 Weight(including cables) Pxxx-2 series 950/2.1 gr/Ib Pxxx-5 series..... ............770/1.7........... 930/.2:05....... 930/2.05 -.... gr/Ib... ......... ..... ... ...... ........ ..... ... Input Connector MC4 Compatible ............ Output Wire Type/Connector Double Insulated;Amphenol ............................................ .................................. ..................................................................... ............. Output Wire Length.............................. ...........0:95./.3:�...........�...................-..... ...1:?/3:9.............................. ..m/ft.... Operating Temper...ature Range -40-+85/-40-+185 'C/'F Protection Rating .[PxxX* Pxx 2 s.eries. ..... ............................ ..............IP6,5 NEMA4. ......................-................. "' .gr/Ib... ..... -S series IP68 J NEMA6P gr/Ib ... ... .. .. Relative Humidity 0 100 ..................................................................... I'I Rated STC power of the module.Module of up to+5%power tolerance allowed. I PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER(2) { Minimum String Length g 10 18 PV ower optimization at the module-level (Power Optimizers). ...........-... ...... l� P Maximum String Length (Power O timizers25 2S 50 — Up to 25%more energy P..........)............................... .................................. ............1.1........... ..... ..............................-... ............. Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) Parallel Strings of Different Lengths Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or Orientations ..................................... I'}It is not allowed to mix P405 with ..................................................................................................................... ............. — Flexible system design for maximum space utilization P300/P350/P400/P600/P700 in one string. I — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety CE ON USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA www.solaredge.us Q SclarEdge Technologies,Inc.All rights rese"ed.SOLAREDGE, OPTIMIZED BSOLAREDGE are trademarks or registered trademarks of Uademorlsol lhea,especive owners. ,at,:SolarEdge;: ' Afff_`�, IRONRIDGE ROOF Mount System Intertek AUTHORIZATION TO MARK fi "'Thi, the application of the Certification Mark(s) shown below to the models described in the Products t' Covered section when made inaccordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing - Report. 4 This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. 1495 Zephyr Ave 1435 Baechtel Road Address: Hayward,CA 94544 Address: Willits,CA 95490 � _� r�,• Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy (800)227-9523 Phone: (510)225-0973 Phone: (800)227-9523 s FAX: (707)459-1833 FAX: (707)459-1833 y Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com - Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA Control Number: 4007559 Authorized b for Thomas J.Patterson,Certification Manager �^ En CLASSIFIED COT)us E Built for solar's toughest roofs. lntertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit This Authorization to Mark is for the exclusive use of lntertek's Client and is provided pursuant to the Certification agreement between lntertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.lntertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned and proven in extreme environments. by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Interak's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the lntertek name for the sale or advertisement of the tested material,product or service must Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and first be app roved in writing by lntertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. is,also why our products are fully certified, code compliant and backed by a 20-year warranty. lntertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Strength Tested PE Certified. UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Standard(s): All components evaluated for superior It Pre-stamped engineering letters Photovoltaic Modules and Panels,Issue Number: 1,October 4,2010 structural performance. available in most states. Product: XR Rails with Integrated Grounding. Brand Name: N/A Models: 51-61GD-005,51-61GD-005B,51-5000-001,and 51-65-001 Class A Fire Rating Design Software i Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 10 1 541132LAX-002 Page 1 of 3 ATM Issued: 10-Nov-2014 ED 16.3.15(1-Jan-13)Mandatory D�� IRONRIDGE Integrated Grounding System installation Overview I _ Install Roof Attachments I Simplified Grounding "' • Install appropriate roof flashing and/or standoff for roof type. : For Greater Safety & Lower Cost •Attach L-Feet to flashing or standoff. Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting Prepare Rail Connections these to a copper conductor that runs throughout the -� array. This process adds time and cost to the installation, • Insert splice into first rail, then secure with Grounding Strap and and often results in improper grounding, creating self-drilling screw. `, if £~- significant long-term safety risks. `'- , • Slide second rail over splice, then secure with opposite end of screw. and self-drilling g . ~ The IronRidge Integrated Grounding System solves these Grounding challenges by bonding modules directly to the mounting rails. This approach eliminates separate module _ Mount&Ground Rails grounding hardware, and it creates many parallel grounding paths throughout the array, providing •Attach rails to L-Feet and level rails. greater safety for system owners. Grounding Mid Clamp • Install one Grounding Lug per row of modules. �- Each Grounding Mid Clamp pierces through the • Connect Grounding Lu to dinconductor. anodized coatings of both the module frame and g g grounding g " - the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules 8r Clamps / • Install first module using End Clamps and Grounding Mid Clamps. _ • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. _ Testing & Certification Module Frame Compatibility The IronRidge Integrated Grounding System has been tested and certified to Dimension Range UL 2703� by Intertek Group plc.�����` �► A 31.0mm -51.Omm _ UL 2703 is a proposed UL standard " B 5.08mm (minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices. It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and 3 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and environments. 72-cell solar module frames with box construction and a range of ` anodization thicknesses. 2 "--' - The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction i Grounding Strap Grounding Straps are used to of UL 1703, the solar module testing within the parameters stated above are compatible with the - f bond rail-to-rail connections. standard, including temperature and IronRidge Integrated Grounding System. They are only required on the Grounding Lug humidity cycling, electrical and mechanical rail with the grounding lug. A single Grounding Lug load testing, and manufacturing quality -1- connects an entire row g 9 q tY Q Go to ironridge.com/ig of PV modules to the reviews. grounding conductor. 8431 Murphy Drive Middleton,WI 53562 USA Intertek Telephone: 608.836.4400 Starling Madison Lofquist, Inc. Facsimile: 608.831.9279 Consu-lt.ing Structural and Forensic Eogine.ers www.intertek.com ®®®-' '" �� 5224 South 39' Street, Phoenix,Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 www.smleng.com Fest Verification of Conformity IronRidge June 16, 2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page 1 of 11 the referenced specifications at the time the tests were carried out. Hayward, CA 94544 Applicant Name&Address: IronRidge, Inc. Attn: Mr. David F. Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: I-Flush Mount(Symmetrical).1(Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XR100 Rail for the subject solar module support system and and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, determined that, for the configurations and criteria described below, it is in compliance with the 2 and 3,listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min. Design Loads for Buildings& Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-0058,51-5000-001 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems, Mounting Devices, Modules, dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual, 2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a Verification Issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a 8431 Murphy Drive Middleton,WI 53562 building. See.Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either - Date of Tests: 08/27/2014 to 03/17/2015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The Test Report Number(s): 101769343MID-001ri, 101769343MID-001a, 101915978MID-001&101999492MID-001ar1-cr1. rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician II,Fire Resistance Title: Engineering Team Lead,Fire Resistance the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the _ r deflection requirement that the rail not come into contact with the roof. Signature: y Signature: � Date: 03/30/2015 Date: 03/30/215 The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in Tables 1, 2 & 3 below for 0-6 degree slopes, Tables 4, 5, & 6 below for 7-27 degree slopes, and Tables 7, 8 & 9 below for 28-45 degree slopes. This Verification is far the exclusive use of intertek's client and is provided pursuant to the agreement between Intertek and its Client.tntertek's responsibility and liability ore limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. The observations and test/inspection results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers referenced in this Verification are relevant only to the somple tested/inspected. This Verification by itself does not imply that the material,product or service is or has ever been under an Intertek certification program. GFT-OP-11a(24-MAR-2014) F ' F k IronRidge June 16, 2014 lronRidge June 16, 2014 I Mr. David F. Taggart Page 8 of 11 Mr. David F. Taggart Page 9 of 11 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis IronRidge XRI00 Rail, Roof Flush Mounting System—Structural Analysis I Table 7- MAXIMUM SPANS (inches)- Roof Slope 28 to 45 Degrees-Wind Zone 1 Table 8- MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XR100 Wind Ground Snow Load XR100 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psfpsf sf sf psf psf psf psf psf psf I 100 107 98 84 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category y130 96 91 80 72 66 61 56 52 49 46 Cat B ory 130 94 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 160 78 78 74 67 62 58 55 52 49 . 46 170 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 ' 120 90 87 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 j CateCgory 130 85 84 75 68 63 59 56 52 49 46 CateCgory 130 81 81 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 1 69 69 66 61 57 54 51 49 47 45 170 1 64 64 64 61 57 54 51 1 49 47 45 100 96 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65' 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 Category Dgory 130 75 75 72 66 61 58 54 52 49 46 140 75 75 70 64 60. 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 150 66 66 66 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 1 64 1 64 62 58 55 52 1 50 1 48 1 46 1 44 1 170 1 59 1 59 1 59 1 58 55 52 50 48 1 46 1 44 t Notes—see page 1 I Notes—see page I 1 i I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8- -9- IronRidge June 16, 2014 IronRidge June 16,2014 Mr. David F. Taggart Page 10 of 11 Mr. David F. Taggart Page 11 of 1.1 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 9- MAXIMUM SPANS(inches)- Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes—Tabulated values are based on the following criteria: XR100 Wind Ground Snow load 1. Building mean roof height=30 ft Rail Speed 2. Risk Category I Exposure mph 0 psf sf Psf sf psf Psf Psf 20 30 40 50 60 70 80 90sf 3. Solar module long dimension=67.5 in sf psf 4. Provide 2 in. clear between roof and rail 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 5. End cantilever span(max)=0.40 x maximum span from above tables 110 106 97 84 75 67 61 56 52 49 46 6. No rail splices in end spans 120 101 94 . 82 74 67 61 56 52 49 46 7. No rail splices in middle 113 of interior spans Category 130 94 91 80 72 66 61 56 52 49 46 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for B 140 88 88 78 70 65 60 56 52 49 46 continuous rails of 3 or more spans. 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 .46 170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails, including the connections and associated hardware, are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the "IronRidge .Roof Mount Installation Manual" by 105 98 93 81 73 67 61 56 52 49 46 IronRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site, IronRidge.com.. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 46 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or Starling Madison.Lofquist. C 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 The adequacy of the supporting roof flaming is to be determined by others. 170 1 64 64 64 61 57 1 54 51 1 49 47 45 100 95 91 80 72 66 61 56 52 49 46 I 105 91 89 79 71 65 61 56 52 49 46 Please feel free to contact meat your convenience if you have any questions. 110 87 87 77 70 65 60 56 52 49 -46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 Respectfully yours, D 140 70 70 70 64 60 56 53 51 48. 46 150 66 66 66 62 58 55 52 50 48 46 TR 8 J. tiG . ,•l 160 62 62 62 60 57 54 51 49 47 45 o WARNER =�� CIVIL "; 170 59 59 59 58 55 52 50 48 46 44 Tres Warner, P.E. No. " Design Division Managero c,sTVa°,4 Notes—see page I 1 �NAL G e /fgv/j� Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -10- -11- i i II I E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, l drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. DESCRIPTION QTY./BOX 1 FLASHING,9"X 12"X.040",5052,MILL 1 Mount . designeducts are NOT _ used to anchor fall protection equipment. 2 QBLOCK,CLASSIC,A360.1 CAST AL,MILL 1 3 PLUG,SEALING,5/16"X 7/8",EPDM/18-8 SS 1 t. 4 LAG SCREW,HEX HEAD,5116'x 5-1/7',18-8 SS 1 1 yip' �� 3 r;z' 3rd 04rie 5 WASHER,FENDER,5/16"ID X 1-1/4"OD, 18-8 SSI 1 4 RACKING COMPONENTS NOT INCLUDED 5 T y SII N) yIII' 4 { J.. t 'I '"I# 1 st course 1.25 NI II 3 3.00 4, Locate,choose,and mark centers of rafters to be Carefully lift composition roofshingle with roofing Insert flashing between 1 st and 2nd course.Slide mounted. Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 3/4"higher mounts will be placed. as required.See "Proper Flashing Placement"on than the drip edge of the 3rd course and lower 4.50 next page. flashing edge is above the drip edge of 1 st course. 9.00 Mark center for drilling. 2.25 2 1.29 - _. . _..._..._.. .. _...... nuick Mount P ' =TITLE: QMSE-LAG: QMPV E-MOUNT AVAILABLE IN MILL,AND WITH LAG BOLT BRONZE ANODIZED FINISHES UNLESS OTHERWISE SPECIFIED .. _ _ ......_N .:, SIZE DRAWN BY: DFM REV DIMENSIONS ARE IN INCHES TOLERANCES: w - DATE_ 8/29/2014 FRACTIONAL•1/8 P[OPtlETARY r"1D CONRDFNiIA TWOPLACEDEOI L 78 _ A E INFORMATION CONI m N'"S DRAWING S Mf SOLE PROPERTY OF DUCK MOUNT PV ANY REPRODUCTION IN PART OR AS DO NOT SCALE DRAWING ` A wnaE wITN0UT-WRMN PERMISSION OF OUCK MOUNT PV IS PROwBItED. 1 -THREEPIACEDECIMAL 125 ,SCALE 1:3 1 WEIGHT:..41 SHEET 1 OF I ^ 'pull-out capacitiesUsing drill with 7/32"bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide the flashing into position. Insert the rubber Lag Bolt Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBlock cavity. Do not use mount as a drill guide.Drill should be Specific Gravity 5/16"shaft per 3"thread depth 5116"shaft per 1"thread depth 'long style bit,aka'aircraft extension bit'to drill a Douglas Fir,Larch .50 798 266 13/4"deep hole into rafter. Douglas Fir,South .46 705 235 I Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 705 235 Hem,Fir .43 636 212 1 SIJ � Hem,Fir(North) _46 705 235 Southern Pine .55 921 - 307 - Spruce,Pine,Fir .42 615 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798 266 r Sources:American Wood Council,Nos 2005,Table 11.2 A,11.3.2 A Notes: I 1)Thread must be embedded in a rafter or other structural roof member. 2)See NDSTable 11.5.1C for required edge distances. 1 quick Mount ID"Y/4 ti Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on an impact gun drive RESPECT THE ROOF the lag screw. the lag screw until the QBlock stops rotating easily. DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 l �� Product Datasheet DIAGRAM - TYPICAL CONFIGURATION a1//1 �S - ENERGY r3®= C3-= Shielded CATS comm =Mm C31111110111111111 MMM C3=M C3== INTERNET LGate RESIDENTIAL SOLAR MONITORING SOLUTION AMM ®11IIIIIIIII• The LGate 120 is a single-phase electronic watt-hour meter ELECTRICAL SERVICE for remote monitoring of solar photovoltaic systems. It mm cmmm INVERTER(S) LGATE 120 features a smart communications module to automatically . �� PV ARRAY transmit meter data over cellular or Ethernet networks ........ _._..... .._.. ._.--...... ..... _.... .._...... ......... — _.......... allowing system owners and operators to easily manage DIMENSIONS distributed • . SOCKET METER 1 LOCUS ENERGY METER BASE COMM MODULE METER MODULE t v v v I 6.95 in o The LGate 120 combines a revenue-grade, solid-state power meter with an advanced communications gateway. C. -r , y These components work in conjunction to remotely monitor the performance of residential solar energy installation 6.311 in regardless of panel or inverter type. The LGate 120 is a one-piece completely under glass meter which installs + easily using a standard socket base. Performance data is uploaded in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics for asset managers. I IF 5.46 in .— 6.00 in �--- 7.30 in —� DATA COLLECTION �— -------------- - AC energy data is collected by the meter and passed to the communications module. Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS-485 or Zigbee connections. All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS SolarNOC platforms. DATALOGGER Processor ARM9 embedded CPU Accuracy ANSI 12.20(Class 0.2%) OS Custom version of Linux 2.6,OTA firmware updates Voltage Inputs 120-480 VAC NETWORK CONNECTIVITY Memory 128 MB RAM Max.Current Input 200A The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available Display LCD screen Service Type Single phase,60 Hz Socket Type 2S Ethernet network connection. Once the unit is installed and powered on, it will immediately begin transmitting data without any configuration. For maximum reliability,the communications gateway will automatically route uploads Enclosure NEMA 3R Type • between the wireless and wired connections if either of the networks are unavailable. weight 8 oz ANSI 12.20 class 0.2% Dimensions 6.95"x 6.5"x 7.3" FCC Part 158 Environment -20 to 60C,all-weather PTCRB Warranty 5 year limited warranty AT&T Carrier Compliance FEATURES • ANSI C12.20 power meter Easy, low cost installation COMMUNICATION INTERFACE OPTIONS • RS-485 and Zigbee inputs Doesn't require entrance into the building Model Number LGatel20-3Gx LGate120-3Gy LGatel20-3Gz Cellular-3G GSM ✓ ✓ ✓ • GSM cellular or Ethernet connectivity Plug and play activation RS-485 2 and 4 wire ✓ • Over the air firmware updates LCD display Modbus ✓ Zigbee ✓ Ethernet RJ-4510/100,DHCP/Static ✓ i I� ' f Single Meter Sockets - Without Bypass Single Meter Sockets -Without Bypass 125 & 200 Amp 125 & 200 Amp h _ I Application • Single meter position • Receive ANSI C12.10 watthour meters f ' • Surface or flush mount(see chart) Construction 011 F-Flush Mount 1W= /4' • Ring type /�;'� (U)204 MS68-2"Conduit Hub 1A-�h` • NEMAType 3R (u (U)207 MS68A-MS73+MS68 2A-�/z ��a 927 MS73-AL Screw Type Rin 4F=2"-11/2'-11/4' 1" (top • ANSI 61 gray E coat finish YP 9 9 Y 4G-21/2"-2"-11/2"-11/4" r • Aluminum snap ring included SF-Semi Flush Mount Top Provision=See Chart _ SS-Stainless Steel Standards Accessories _ - • UL 414 Listed • 5th Jaw Kit-50365 • ANSI C12.7 • 200ATriplex Ground-ETB200 Knockout Layouts 011(closed) U204(open) • AW Hub Part/UPC Catalog Amp Service Connections Fig.1 Fig.2 t Number Number Rating Jaws Type Access Line Load Neutral 78205142000 011 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0 . -_.. Top Provision o._-.6 Top Provision 78205142040 011 F 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0 78205142045 011 MS73 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-.210 78205142050 011 SF 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0 78205144030 927 100 7 30/4W OH/UG #14-1/0 #14-1/0 #14-2/0 78205156000 204 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM , 78205156020 204 F 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM 78205156030 204 F MS73 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM , 78205156040 204 MS68 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM `, 0 O _ 78205156035 204 MS68A 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM - 78205108490 204 MS73 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM 4F - 78205156005 U204 200 4 10/3W UG #6-250MCM #6-250MCM #6-350MCM 4F 4F 4F 78205156045 U204 F 200 4 10/3W UG #6 250MCM #6 250MCM #6 350MCM s des 4F 78205156060 U204 F MS73 200 4 10/3W UG #6-250MCM #6-250MCM #6-350MCM 1A 5 des 78205156070 U204 MS73 200 4 10/3W UG #6-250MCM #6-250MCM #6-350MCM 78205156140 U207 200 7 30/4W OH/UG #6-250MCM #6-250MCM #6-250MCM 4F 1A 78205156170 U207 F 200 7 30/4W UG #6-250MCM #6-250MCM #6-250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG #6-250MCM #6-250MCM #6-250MCM Part/UPC Catalog Overall Dimensions Top Knockout Number Number Height Width Depth Provision Layout Fig.3 Fig.4 p 78205142000 011 12" 8" 45/s" AW Hub Fig.1 Top Provision 78205142040 011 F 12" 8" 45/8" 2"max KO Fig.1 78205142045 011 MS73 12" 8" 45/8" AW Hub Fig.1 LJ Top Provision 78205142050 011 SF 12" 8" 45/8" 2"max KO Fig.1 78205144030 927 17" 8" 45/s" AW Hub Fig.1 78205156000 204 15" 8" 45/8" AW Hub Fig.2 78205156020 204 F 15" 8" 6" 2"max KO Fig.2 78205156030 204 F MS73 15" 8" 6" 2"max KO Fig.2 78205156040 204 MS68 15" 8" 45/s" AW/2"Hub Fig.2 4F 0 78205156035 204 MS68A 15" 8" 45/8" AW/2"Hub Fig.2 4G 78205108490 204 MS73 15" 8" 45/8" None Fig.2 78205156005 U204 15" 12' 45/8" None Fig.3 - 78205156045 U204 F 15" 12" 6" (2)2"max KO Fig,3 4G 4F 4G ` 78205156060 U204 F MS73 15" 12" 6" None Fig.3 4F ides 4G b G I( 78205156070 U204 MS73 15" 12" 45/8" None Fig.3 .O sides 78205156140 U207 18" 12" 5" AW Hub Fig.4 AIC Note: 78205156170 U207 F 18" 12" 5" 21/2"max KO Fig.4 For short circuit current 4Ca 1W 4G 21 78205156180 U207 MS73 18" 12" 5" AW Hub Fig.4 ratings see page 131. Bi�; Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. �i�:�� e r, Meter Mounting Equipment Meter Mounting Equipment 6 i by E�7'•!11 - by E�t•N I Ulm EhlER October 22"d, 2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters, respectively. Each of these meters was certified to the ANSI C12.20(class 0.2%) standard by Underwriters Laboratory on June 7, 2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications. These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety, as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals, rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device, please contact us at support@)locusenergV.com. The Locus Energy Team Locus Energy,LLC www.locusenergy.com I Classic Conduit Composition Mount QMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun, 1 tube of appropriate sealant,drill with 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION QTY. THIS EDGE TOWARDS ROOF RIDGE 1 FLASHING,9"X 12"X.040",5052,MILL 1 2 QBLOCK,CONDUIT,5/16",6061-T6,MILL I WASHER,SEALING. 1/4"ID X 7/8"OD,EPDM 3 BONDED SS 1 I 4 LAG SCREW,HEX HEAD, 1/4!'x 2-1/2", 18-8SS 1 AVAILABLE IN MILL,CLEAR ANODIZED, i z y ; AND BRONZE ANODIZED FINISHES. 12.0YMe " I 11 CONDUIT CLAMP �� " =r. NOT INCLUDE :` 1.3 + 2.3 '^ ' Choose placement of conduit mounts along path Lift composition roof tile with roofing bar, just Slide conduit mount into desired position.Remove 2.5 of conduit.Select location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount flush 3 with front edge of shingle course.Mark cernter for ® drilling. Lai 4.5 2 .: !Y.i 11 } ) I 9.0 a 79 ----quick Mount PV° TITLE: _ r^ QMCC: CLASSIC CONDUIT COMPOSITION MOUNT , ' ISESPECIFI TOLERANCES: EV ARE IN INCHES ED—J'SA DATE:RAWN 9/24/201A9 R4 r — - IZE D DIMENSIONS FRACT ONAL!1 TOLERANCES: li III •g uTN6 vANGSTHES OPrRTYOFO CKNOU " v ORM DO NOT SCALE DRAMNG TWOPLACEDECIMAL 16 - —._. TON CON RooucTFJN .125 SCALE 1 3 WEIGHT 0.68 SHEET 1 OF 1 I o RRou r RIrtWPEReN550 o�a,�RMo BPROw&E� THREE PLACE DECIMAL Using drill with 1/8"long bit,drill pilot hole into Clean off any sawdust, and fill hole with roof Lift shingle and slide conduit mount into place. - — _ ---- - — - - 1 ------ - -...._ 5 4 3 2 1 roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare lag bolt with sealing washerand single hole roof. clamp(not included)as shown.Insert lag through • • •• •s)in typical lumber: hole in block,and position clamp over conduit. Lag Bolt Specifications Specific Gravity 1/4"shaft per 1 3/4'thread depth 1/4•shaft per 1•thread depthAll manufacturers'writ- Douglas Fir,Larch .50 393 225 rfr - •• • Douglas Fir,South .46 353 202ten instructionsalso •- Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 353 202 followed by •ne modifying Hem,Fir .43 313 179 roof system. Please consult Hem,Fir(North) .46 353 202 - Southern Pine .55 455 260 roof • • Spruce,Pine,Fir .42 302 173 instructions prior to touching Spruce,Pine.Fir(E of 2 million psi and higher grades of MSR and MEL) .50 393 225 the roof Sources:American Wood Council,NDS 2005,Table 11.2 A,11.3.2 A Notes: 1)Thread must be embedded in a rafter or other structural roof member. Insert lag through hole in block, and position 2)See IBC for required edge distances. clamp over conduit.Using drill with 7/16"socket, IMPORTANT:To maintain waterproofing it is important that the aluminum flashing(item 1)is properly placed under one full course above the mounting block with at least some of the drive lag block until blk itight. flashing extending up under the course above that as wcii cA>i �rrl I(rinDc D hai - quickMount PV& quick MountPV� 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.,Bldg2 • Walnut Creek,CA 94598 61 7.2.3-8 Aug-2014,Rev 4 BI 7.2.3-8 Aug-2014,Rev 4 02013 by Quick Mount PV.All rights reserved.