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 #260-16 - 106 WEYLAND CIRCLE 8/31/2015
p10RTh BUILDING PERMIT 3`t�e?`a� "'°'6 TOWN OF NORTH ANDOVER ° A APPLICATION FOR PLAN EXAMINATION Permit NO• Date Received +` • 4 <ocwicwc.vww 1. Date Issued: lo� S CH S IMPORTANT: Applicant must complete all items on this page LOCATION 106 Weyland Cir Print PROPERTY OWNER Sohil Thakkar Print MAP NO: PARCEL:210-65-263ZONING DISTRICT: Historic District yes4no!Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial K Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Installation of a safe and code compliant,grid tied PV solar system on and existing residential roof. Identification Please Type or Print Clearly) OWNER: Name: Sohil Thakkar Phone:7813281185 Address: 106 Weyland Cir. North Andover, MA 01845 CONTRACTOR Name: skyline solar LLc Phone: 7323543111 Address: 124 Tumpike St.Ste 10.W. Bridgewater,MA 02379 Supervisor's Construction License: Exp. Date: CS-027047 11/9/15 Home Improvement License: Exp. Date: 172284 6/7/16 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 Ct' $ 30,000 FEE: $$360 Check No.: � Receipt No.: q NOTE: Persons contracting w• unregistered contractors do not have access to the guaranty fu 1 r Signal,;�re of Agent/Owner � ^'' Signature of contractor 4 I r NORTH BUILDING PERMIT TOWN OF NORTH ANDOVER � :6 APPLICATION FOR PLAN EXAMINATION 4 y. Date Received A°RATE° " c5 Permit No#: gSSACHUs�� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION i Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family [I Addition ❑Two or more family El Industrial El Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other M Septic ❑Well El Floodplain ❑Wetlands ElWaters a District ❑Water/Sewer _ DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: ' Address: Contractor Name: Phone: Email: Address: I Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: 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.: do NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund S E nature- of)f Aqpnt/Owner - 7 I I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ F TYPE OF SEWERAGE DISPOSAL 4 Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ , Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS ,HEALTH Reviewed on Signature "^ II COMMENTS II Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes `Planning Board Decision: Comments I Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: t' }'FI_RE DEPARA NT, TernDumps erjon#site Located -� — r Lo ed Osgood Street 1[Locate gO-24t11llaOfStreetd ^t F%e*D`epartment,isignature%d " Ems.— _.� a Dimension Number of Stories: Total square feet of floor q area, based on Exterior dimensions.- Total imensions. I i Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector yes N® DANGER ZONE LITERATURE: yes N® MGL Chapter 166 Section 21A—F and G min.$10o-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 i Building Department required forms to be filled out for the appropriate permit to be obtained. 'n is a list of the re u The following q 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 4. 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 Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses i 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 Application Permit A lication Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses 4 Workers Comp Affidavit 4 Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract l 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 Doe:Building Permit Revised 2014 l Location No Date • - TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Fee Building/Frame Permit Fe $� Foundation Permit Fee $ Other Permit Fee $ TOTAL Check. Building Inspector 1 10:53:45 01-06-2016 1 /1 sunGEVITY° GENERATE POSITIVE` January 5, 2016 Subject: Post Installation Approval Letter Job#: 1957406 Client: Sohil Thakkar Address: 106 Weyland Circle, North Andover, MA 01845 Permit#: 260-2016 To Whom It May Concern, On the above referenced project, I have reviewed the PV installation that was specified in the plan. The purpose of the review was to verify the installation to be in conformance with the specifications and that any modifications were acceptable. After review, it is my opinion that the PV panels were installed in conformance with the plans and specifications for this project, and the installation complies with the provisions of the 2009 International Building Code. Please feel free to contact me at (510)496-4422 with any further questions or concerns regarding this project. tN OF Sincerely, CAKIKOE � U SPENCER CML N0. 51861 Janyce Spencer, PE '9�F G/STEL ONAL 66a Fr nklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510,496.5501 www.sungevity.com i NORT1i own of 2 . _� . 1, Andover , .�... 0 No. o�h ver, Mass, COC NICNl WICK y1. U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT .......SaV*wx.L .......�.Oar......................................................... BUILDING INSPECTOR .. Foundation has permission to erect .......................... buildings on . . . ... .�4.0.....W . .....A...... 10w........... Rough to be occupied as ......... ... ..... . .......... ..... ... ... ...........&..... ....... Chimney provided that the person ccepting this permi hall i every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHdjao� ELECTRICAL INSPECTOR UNLESS CONSTRUCT STARough Service ............ .. ..... ........ .................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. sun EVITY' Homeowner's Agent Authorization Form State of Massachusetts 1, Sohil Thakkar (print name) am the owner of the property located at address: 106 Weyland Cir 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 my Property. DocuSigned by: Customer Signature: Shut 6r 7E2C180F1DCD4E1... Date: 8/10/2015 Print Name: Sohil Thakkar j i i Sungevity MA Home Improvement Contractors License # 168430 66ranklin F Street, Suite 310 p 510,496.5500 866.SUN.4ALl. Oakland,CA 94607 USA f 510.496.5501 www.sungovity.com sunGEVITY` GENERATE POSITIVE" August 21, 2015 Subject: Structural Certification for Installation of Solar Panels Job* 1957406 Client: Thakkar Address: 106 Weyland Circle, 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 as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x10 roof rafters spaced at 16" on center at Arrays 1 & 2. The rafters are sloped at approximately 40 degrees at Array 1 and 38 degrees at Array 2. The rafters have a maximum projected horizontal span of 9'- 1" at Array 1 and 11'-4" at Array 2 between load bearing walls. 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 • 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 concerns regarding this project. ZN OF JANYCE G Sincerely, AKIK� ` v SPENCER N N0. 51861 FFG/ST Janyce Spencer, PE sS�ONAL 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com sunGEVITY* GENERATE POSITIVE" Structural Calculations for the Solar Panel Addition at The Thakkar Residence 106 Weyland Circle, North Andover, MA 01845 ,�\k OF ssgc JANYCE yGs AKIKO U SPENCER CMLN NO. 51861 O /ST � August 21, 2015 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 Client: Thakkar Sheet No. S U f 1 G E V I T Y' Sungevity#: 1957406 GENERATE POSITIVE Date: 8/21/2015 1 GRAVITY LOADS Roof Angle = 40 degrees Composition Shingle 4 Plywood 2 2x10 Nominal Rafters @ 16 in o.c. 2.89 p Vaulted Ceiling 6 Misc. 1.11 Total Dead Load (psf) = 16.00 Total Adjusted Dead Load (psf) = 20.89 Total Live Load (psf) = 20 (Roof live ioadisnot required inareas covered byPVarray) Photovoltaic System (psf) 2.7 2.7 2.7 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(Ibs) = 15 30 44 Stucco (7/8") 10 cf) 2x4 Studs @ 16"D.C. 1.09 Q 5/8" Plywood 2 Insulation 1 X Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf) = 17 Gypsum Board 2.5 U) 2x4 Studs @ 16"o.c. 1.09 Q Insulation 1 Gypsum Board 2.5 z_ Misc. 0.91 Total Dead Load (psf) = 8 i i I i D00. Client: Thakkar Sheet No. c, n S U f 1 G E V I T Y F Sungevity#: 1957406 GENERATE POSITIVE- Date: 8/21/2015 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 = 40 degrees Mean Roof Height= 25 ft Building Least Width = 43 ft Effective Wind Area= 17.5 ft' Velocity Pressure: qh = 0.00256 KZ Kn Kd V2 KZ= 0.7 Table 30.3-1 Kn= 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 qh-design = 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 Zone 1 Zone 2 Zone 3 Zones 1-3 GCP= -0.85 -1.45 -2.3 0.45 Figure 30.4-2B Wind Pressure p = qh-design*(GCP), (psf) = -7.77 -13.25 -21.02 4.11 Standoff Spacing in X-direction (ft) = 4 4 4 4 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 Tributary Area (ft2) = 10.8 10.8 10.8 10.8 Load at Standoffs (lbs) = -84 -144 -228 45 Maximum Standoff Uplift= -228 lbs Standoff Uplift Capacity= 732 lbs Per ESR-3744, Table 2 D/C = 0.311 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 lbs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD= 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity= 819 lbs D/C = 0.28. Fasteners Okay Client: Thakkar Sheet No. S U tl G E V I T Y Sungevity#: 1957406 GENERATE POSITIVE' pate: 8/21/2015 3 Existing Structure Check Per 2012/BC Chapter 34, Section 3403.4 Weight of Existing Building Weight (psf) Area (ft ) Weight(lbs) Roof DL 20.89 2565 53,576 Z Ceiling DL 6 0 0 ~ Exterior Walls 17 856 14,552 Assuming W-0"Wall Height W Interior Walls 8 856 6,848 Assuming 8'-0"Wall Height Total Existing Weight of Building = 74,976 Weight of PV System Weight(pso Area (fe) Weight(Ibs) > PV 2.7 1 595 1,607 IL Total Weight of PV System = 1,607 Comparison Check 10% of Existing Weight of Building (Allowed) = 7,497 lbs Total Weight of PV System (Actual) = 1,607 lbs % Increase= 2.1 % Seismic Upgrade is Not Necessary Overall Sloped Length:25'3/16" 0 0 12 u 10.07 1'5' 9'3" 8' 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1131 @ 10'8" 2913(3.50") Passed(39%) 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 506 @ 9'113/16" 1436 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -948 @ 10'8" 2269 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Passed Design Methodology:ASD Live Load Defl.(in) 0.026 @ 0 0.204 (2L/999+) 1.0 D+1.0 W(Alt Spans) Member Pitch:10.07/12 Total Load Defl.(in) 0.106 @ 5'8 1/2" 0.792 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'2 13/16"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. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-OF 3.50" 3.50" 1.50" 176 90 365 12/-91 643/-91 Blocking i 2-Beveled Plate-DF 3.50" 3.50" 1.50" 431 20 700 -395 1151/-395 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 1 94 59 223 26/-55 402/-55 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-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 18'8" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 3'6" 16" - 20.0 - Roof 3-Uniform(PSF) 16'to 18'8" 16" - 20.0 Roof 4.Point(lb) 4'6" N/A 30 - -84 5-Point(lb) 6'7" N/A 30 84 6-Point(Ib) 8181, N/A 30 -84 7-Point(lb) 10'9" N/A 30 -84 8-Point(lb) 12'10" N/A 30 -84 9-Point(lb) 14'11" N/A 30 -84 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Notes 8/21/2015 9:39:05 AM Janyce Spencer Thakkar Residence Forte v4.6,Design Engine:V6.1.1.5 Sungevity 106 Weyland Circle Thakkar_1957406 Forte.4te (510)496-4422 North Andover.MA 01845 jaspencer @sungevity.cam Page 1 of 1 Overall Sloped Length:30'8 15/16" 0 0 12 "- i 9.38 1'4"u „'1" 11'4" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDP Load:Combination(Pattern) System Roof Member Reaction(lbs) 1464 @ 12'5" 2832(3.50") Passed(52%) 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 659 @ 13'2 1/16" 1436 Passed(46%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1600 @ 12'5" 2269 Passed(71%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.153 @ 18'5 7/8" 0.706 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.223 @ 18'7" 0.941 Passed(L/759) 1.0 D+1.0 S(Alt Spans) Member Pitch:9.38/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'17/8"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. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 175 112 403 26/-86 716/-86 Blocking 2-Beveled Plate-OF 3.50" 3.50" 1.81" 550 22 914 -506 1486/-506 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 1 158 48 317 22/-129 545/-129 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-snow:1.25) (1.15) (1.60) Comments I 1-Uniform(PSF) 0 to 23'9" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 4'8" 16" - 20.0 - Roof 3-Uniform(PSF) 21'9"to 23'9" 16" - 20.0 Roof 4-Point(Ib) 5'8" N/A 30 - - -84 5-Point(Ib) 7'10" N/A 30 -84 6-Paint(Ib) 10' N/A 30 -84 7-Point(lb) 12'1" N/A 30 -84 8-Point(Ib) 14'3" N/A 30 -84 9-Point(lb) 16'6" N/A 30 -84 10-Point(lb) 18'8" N/A 30 -134 11-Point(Ib) 20'9" N/A 30 - - -84 i Weyerhaeuser Notes lv SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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. The product application,input design loads,dimensions and support information have been provided by JSpencer I I Forte Software Operator ,lob Notes 8/21/2015 9:39:09 AM Janyce Spencer Thakkar Residence Forte v4.6, Design Engine:V6.1.1.5 Sungevity 106 Weyland Circle Thakkar_1957406_Forte.4te (510)496-4422 North Andover.MA 01845 jaspencer@sungevity com Page 1 of 1 1 2 3 4 5 SHEET INDEX PHOTOVOLTAIC SYSTEM PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: CONDUIT RUN INSIDE PV2.0 ARRAY 1 LAYOUT AC/DC kW STC: 7.558kW\8.5kW BASEMENT PV2.1 ARRAY 2 LAYOUT PV3.0 LINE DIAGRAM EQUIPMENT: AC N INV PV4.0 LABELS A PV MODULES: (34)Trina Solar TSM-250 PD05.05 i PV5.0 DIRECTORY A INVERTER(S): (1)SolarEdge SE760OA-US i CONDUIT RUN ON ROOF ---- PROPERTY LINE Y. SUBPANEL CONDUIT RUN O OC DISCONNECT DRIVEWAY i - - DRIVEWAY i OAC DISCONNECT SCOPE OF WORK: FENCE I I O SOLAR MODULE ®®JUNCTION BOX INSTALLATION OF A SAFE AND CODE-COMPLIANT i 1 O MAIN SERVICE PANEL Ea MONITORING UNIT GRID-TIED SOLAR PV SYSTEM ON AN EXISTINGi I ❑N UTILITY METER O COMBINER BOX RESIDENTIAL ROOF TOP. 1 i 0 PV METER O ROOF OBSTRUCTION 1 O INVERTER _ _ 1 APPLICABLE CODES: 1 i g Z I 1 2014 NEC LOCATION OF(E)MSP ¢ 1 I 2009 INTERNATIONAL CODES WITH MA INSIDE BASEMENT i i AMENDMENTS LOCATION OF(N)FUSIBLE AC DISCONNECT NEXT TO MSP CONTRACTOR INFORMATION: B SKYLINE SOLAR NORTHBOROUGH B ARRAy2 130 EAST MAIN STREET ROOF2 NORTHBOROUGH,MA 01532 WEYLAND CIR __ JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF 1600 OSGOOD ST. NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: !- .- DC RUN:CONDUIT RIORWARUN FROM ARRAYS,ROOF MOUNTED AND ON EXTERIOR WALL TO BOA. V_ AC RUSRUN FROM BOA THROUGH EXTERIOR WALL O INTO BASEMENT AND THEN BASEMEN?WALL TO(N) Of FUSIBLE AC DISCONNECT ANDND(E)MAP. POC:SUPPLY SIDE CONNECTION IN(E)MSP. FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: C CUSTOMER INFORMATION: CONDUIT RUN SOHIL THAKKAR ON ROOF 106 WEYLAND CIR NORTH ANDOVER,MA 01845 SITE PLAN N (781)328-1185/#1957406 SCALE: N.T.S. - DESIGNED BY: REV#: DATE: PV-0.0 PS 0 08/20/16 —IRIT.INOEEFRANILNSTS,ATET,1OACA161IT..O.....ELS,w.--B—Ta—„T- TRESEo—S.I—S.ARAGNI AIItRE OF NooAATIRALLaEC—EoogUEEOFOR ORNITIIWOTRE1WO11RT„AR ESPEGTCFIOIECTFORBCR BEER—E,EoT—EN CONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. 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 S1ZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE NS.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(5)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. 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. Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C C S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN SOHIL THAKKAR LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING BOLTS 106 WEYLAND CIR OR WEEBS. NORTH ANDOVER,MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (781)328-1185/#1957406 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 PS 1 0 08/20/15 3-TITI IG 1ITILTTEIII �.��so, �,- 1 2 3 4 5 ODUL SPECIFICATIONS SYMBOL KEY: 1' 39'-6" 19 (34)Trina Solar TSM-250 P005.05 ® MOUNT MODULE WEIGHT: 41 ------- RAIL I MODULE LENGTH: 64.95 ———— RAFTERS I ( MODULE WIDTH: 39.05 ROOF I ( I I ! C I I I I I I I i i I ROOF 1 SPECS �ONTINUERAFTER SIZE: 2X10 NOMINAL — SETBACK I ( ( I I I 1 ! Ti. I I I i ( I I ( ( I I I I I I RAFTER SPAN: 9'-1" Q SOLAR MODULE I ! I ! I I ! nRR�Y I I I I I I I I I I ! I I I I ROOF MATERIARAFTER L COMPOSITE SHINGLE ®-----®STRING CONFIG. ARRA SPECS JK SKYLIGHT ': NUMBER OF MODULES: 22 A _r -- _I _ -_ _� _- -_I _ -_ I I I I I I ( I I I I ( I I TOTAL MOD.WEIGHT(Ibs): 902 A ® CHIMNEYI I RACKING WEIGHT(Ibs): 158.8 PLUMBING OR I I .....L......L... .}.......I-_...i .-_L......L....}.......L...... ......}....._L.. ..}......! I......L. ...L...._�...... .. I I h I I I ( I i 1 I I I ( I ( I ( ARRAY WEIGHT(Ibs): 1060.8 ATTIC VENT i I __I ! I I__ I _� I__ I _ I _ _ I I (__ I I ( ( I I I I ( I I I I ARRAY AREA(sgN): 387.5 O ATTIC VENT I ! I I ( I I I ( I ,i ARRAY DEAD LOAD(Ibs/sgfl): 2.7 ( I I I I I I I I I ! I I I NUMBER OF MOUNTS: 48 LOAD PER MOUNT(Ibs): 22.1 = I i I I I•:- I I I I ( I ( I I 1 ( ( ( I ARRAYAZIMUTH(-) 97 I: I I I I I I I :I I I i I ( I ! I ( I I I I ( I I ARRAY TILT(°) 40 .�...... ......I. I I I I I I ....... .......I NUMBER OFFLOORS 1 t f--v--- I I I I j I I I i i I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I i l l l l l l l l l l i i l l l I I I I I I I I I I I I i I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I l I l I I I ( I ARRAY 1 1 ( I ROOF 1 1 ! I I ( ! I ( I I ( I I I I ( I I I I I I I I I I ( I B B 4-41'4" RRAY 1 LAYOUT 7 SCALE:3/16"=l'-0" ZN OF JAM CO SOLAR MODULE AKnCO ZA SPCMCLL Z, N0.51861 'L IRONRIDGE XR10 /ONAL L-FOOT QMSE-LAG SHINGLE Y NIL`' �T' �uJ C C COMPOSITE SHINGLE CUSTOMER INFORMATION: 5" X 5/16"-LAG 2.5"MIN.EMBEDMENT PER SOHIL THAKKAR SCREW 106 WEYLAND CIR 2X10 NOMINAL,16 O.C. NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 r,,_'�MOUNTING DETAIL L SCALE: NTS DESIGNED BY: REV#: FAE,�jPS 0 EoaA 1.SPEC—S.,AISE-FIS SEE„ 'POPEllOFS, NO a.S1ECOPE111 FEE aaMTI 11EK OTIE1F-P SPECIFIC EPOIECTroa—Cl—I-E11111EVELOPEo—UT oUl—El CO.SEIT 1 2 3 4 5 SYMBOL KEY: MODUL SPECIFICATIONS ® MOUNT (34)Tnna Solar TSM-250 PD05.05 MODULE WEIGHT: 41 ------- RAIL MODULELENGTH: 64.95 ---- RAFTERS MODULE WIDTH: 39.05 ROOF V-2" 9-10 1-2 ROOF SPECS - — SETBACK �— I I , ( RAFTER SIZE: 2X10 NOMINAL RAFTER SPAN: 11'-4' A I I ROOF 2 1 ARRAY 2 I I RAFTER SPACING: 16" Q SOLAR MODULE (.1 I I I I ROOF MATERIAL: COMPOSITE SHINGLE ®- ---®STRING CONFIG. ARRAY 2 SPECS A ® SKYLIGHT I - I �--I I-- 1 1 TOTIALER OF MOD.WEIIGHT(Ibs): 492 A ® CHIMNEY I I 1 ( I CONTINUE FROM RACKING WEIGHT(ft): 89.7 ... ........ ......t.....,....... ....I......I.......I1....... .......... PLUMBING OR I I' I I I ARRAY 1 I ARRAY WEIGHT(Ibs): 581,7 ATTIC VENT 6.. I __ I I I I ARRAY AREA(sgft): 211A ARRAY DEAD LOAD(Ibs/sgft): 2.8 O ATTIC VENT (:' I I I I I I I ( I I NUMBER OF MOUNTS: 29 I LOAD PER MOUNT(Ibs): 20.1 I I I ARRAYAZIMUTH(") 187 ARRAY TILT(') 38 I (:......I.....I.......i.... ................�.....i.,. I NUMBER OF FLOORS 2 l i l i l l k I I I I I : i I ' -i• I-_ I I i I , H-4 I I I I I I I B -7 IIS I I I I I I I I I I I i i r I i I i J �H N YCE SPENCER in 2 LAYOUT NO. 51861E)ARMAY SCALE:3/16"=1'-0" 9 �i FC�STER�' FIONAL E \ ��Qrt yCc.O�w�;f�7Lu�,/ C C CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY: REV#: DATE: PV-2.1 PS 1 0 08/20/15 so��,,.,ac.� ws.sure s,a ona�.w.�,s,s� w.�,mo..mao,u��,a,:c,wm.�w.,o..,�,,..m�sa..roR,.c�.,,,m...m- .�sEew,w,ao:.:Pec",u,bss,A.m oes,oas a,E.�PaoPERn of:„ac�r�ac.HOP.a.sauLaE coP,eo oa"seo Foaoaw�.".moo."eawoaKo.xea,ww,NE SPEGF,c>ao,ec,Foa wa,�.,�HA�eeea o�e,nPeew,.ao,,,oua wa,..Ea coasEa. 1 2 3 4 5 ELECTRICAL KEY: INVERTER 1 SPECIFICATIONS MODULE LECTR CAL SPECIFICATIONS SOLAREDGE SE760DA-US (34)Trina Solar TSM-250 PD05.05 �L BREAKER RATED WATTS(EACH): 7600 SHORT CIRCUIT CURRENT(Iso): 8.79 �- SWITCH NOTE: AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(Voc): 38 O SCREW TERMINAL #8 GROUNDING CONDUCTOR USED FOR DC GEC&AC EGC PER ARTICLE 690.47. AC OPERATING CURRENT(A): 1 32 OPERATING CURRENT(IMP): 8.27 m FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 30.3 0 SPLICE INVERTER EFFICIENCY: 0.975 MAX SERIES FUSE RATING: 15 ' EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 250 M CHASSIS GROUND INVERTER 1 INPUT SPECIFICATIONS PTC RATING: 228 ---GEC NOMINAL CURRENT PER STRING(loom): 11 4,129 DESIGN CONDITIONS EGC NOMINAL VOLTAGE(Vnom): 351 HIGHEST2%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(Imax): 30 (3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (3)#6 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT *LOADS ---- 61- MIN. AC DISCONNECT, SUPPLY SIDE CONNECTION WITH (N)INVERTER W/I 60AMP, AC DISCONNECT, POLARIS BLOCK OR SIMILAR INVERTER W/INTEGRATED 250VAC RATED UL LISTED AND DC DISCONNECTS NON-FUSIBLE,C-H 60AMP,FUSIBLE, __ DG222URB C-H DG222NRBAPPROVED CONNECTOR + 200A MAIN BREAKER 1 STRING OF -AC METER 40A FUSE 16 MODULES B OPT.CURRENT=11.43A DC OUTPUT LOAD LINE LOAD LINE g _Y7_ __ _______ ________ _______ _________ 1 STRING OF + 18 MODULES OPT.CURRENT=12.66A (E)200A Siemens MSP -_----- INVERTER 240V 2P 3-W 1m NEMA3R UL LISTED JUNCTION BOX WITH 90'C TERMINAL RATINGS }r\1 LOCATED ON ROOF GEC IRREVERSIBLY SPLICED TO J EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C C Inom=(18 x 25OW)/350V=12.9A CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 34 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 34 x 228(PTC WATTS)x 0.975=7558 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A SOHIL THAKKAR CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 106 WEYLAND CIR NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax'1.25=15A (781)328-1185/#1957406 CONDITIONS OF USE=[max/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY:IREV#:I DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 PS 0 08/20/15 sOROE.Ir�RcaTRN.sLPI s,sOITE s,a O.Ku�.C.s,ss, B,T11.-111 Loolun:c:IU°mumaxb""mmmtEme.kRen C.Iom"nl-- T«ESE Ow.w,«Gs,sPECPICaTURS,a DESIGNS ARE T«E PaoPen..-01 su«1Ew1.I«C.RO-Ts«PLLSE COPreO 01 GEEo 10101 wn«.N.OT«ER wON-EN-NN T«E SPE-C P«o,ECT FO«—TIEYN-EBEEN oeIELOPEo w11wUT OIR Wanre«co«sE«T 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 RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32 GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT AWARNING .v INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT A " RATED MAX POWER POINT CURRENT(Imp): 24.3 A ELECTRIC SHOCK HAZARD A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11 NEC 690.17(E) NEC 690.35(F) PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: AWA R N I N GAWA R N I N G NOTE:OUTSDE LABELING OF METERS IS TIO BE ONE N A WAY SUITACOMPONENTS BLE FOR THE AND ELECTRIC SHOCK HAZARD ENVIRONMENT IN WHICH THE EQUIPMENT IS INSTALLED.NO DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD STICKERS ARE PERMITTED. 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) PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND B SUBPANEL IF APPLICABLE)) A WARN I N G NEC DISC(c) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS r • O 0 I IIIWP''�113w OVERCURRENT DEVICE � !' �; I� it 9I ®��i♦ i10,J���ILI ii �, 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. ACAUTION CONTAINS MULTIPLE POWER C C SOURCES CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY: REV#: DATE: PV-4.0 PS 0 08r20/u 1 2 3 4 5 A A DIRECTORY LABEL PER NEC 705.10 �I B B C CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY: REV#:I DATE: PV-5.0 PS 1 0 1081201151 11-11a.IS1-1 ITSITE III .CAISIT S,--a-,:�,aas �, a, ��,�,�,�.��.�a«�,. �. �sEo��aas.soE.,�,a�s.�a�-aa��E.�oaaoEaraF aa�r�aoP�.s�waE�aPEooAasEaFaROA�.�.�o.�awoaHo.�R ��EaoEUFaPAaEa,Foa�� ���aEEao��o�a-.�a,o�q� Ea�aE�. THE Universal MODULE Mono M01 Solutions ........._._.... 3 PRODUCTS POWER RANGE ELECTRICAL DATA(SIC) ¢, ,.y? BNy+;awy;' LSM PD05 250.265W PPok P-UT-P-(Writ 2d5 250 255 260 265 THE Universal � I s 6 i5M-PD05GS 250.265W Ma a Oulpullol 114 P w(Lj 305 � i5M-PDO5.05 2t5-260W um Power Voltoga V,.»IV) 29.9 303 30.5 30.6 30.8 Power Curren,vn(A) 8.20 8.27 8.37 8.50 B.di olli IGN$aF ry MODULE Open 0-11 V-Q.vx IVT 3).B 38.0 38.1 38.2 38.3 Y . umrmm MODULE • 901 Sh C' sit C-1-(A) so 91.)9 B9.011 DI0 tl EtflM.. nen C. I ss[a mo w 21-C.I, ELECTRICAL DATA 9 5.3 l Is,F 5.6 15.9 16.2 m 5T x R w" I' Mpximum Power P,w(W. 182 186 190 193 191 6o CELL g ° ' Mpx mum Power-1.Dev"(V) 216 280 28.1 28.3 28.0 F"6 ���' < PDOSOS um Power Cu-.I-.- 6.59 -5 6.)d 6.8d 6.93 MlltTICRYSTAILINE MODULE r 1 it open eeepn vpnpce v„<IY) 3sI 3$.2 35.3 35.d 3$.s $ Short CucuU Cunan,he lAl )0) 110 9.17 >.27 >.35 is PD05. s/ 08 rvocr,mn orwe olnw w/m,nmeen,temperp,m.,tpc was speealmn. 245-265W PD05 MECHANICAL DATA POWER OUTPUT RANGE Our most versatile product „m, A sdP,pen, Mup=rvsmmnes6•u6mm(6lnpne,l ---- - - ----------? •Compatible with a I maicr OOS components and system cdlonentatlon 6ocen,(a x 10) � design, MoPu.sUrrI Bions 1650*992.35mm(6695x3905x1.39in=hes) 1 Lv m 2/���%yy.,Jyy 0 1000V UL/1000V IEC Codified 6 ocx 81Vb -� 801 Weight 18.Ig(41b) w Glos, 3.2-D.13m=hes),1-llgh ironiml551on.All Cooted Tempered Glass MAXIMUM EFFICIENCY Bpaa,ee+ While1PD05SPD0508):BIPCkIPD05.051 Silver Anotl Eed Auminvm Ally(PD05)Black(PD0EG8APD"G5) One of the Industry's most trusted modules 38oxe IP 65 or IP 111.- 0-+37o )raretl •f,eld proven performance iV m�m [}%�/ came, Phorovolfalci1rch-ogy=able OOmma(0.006InMes•), O �/� � IOOOmmI]9.3)Inchesl POSITIVE POWER TOLERANCE I s AA cpnne=mr MC.C-Pptible Highly reliable due to stringent quality control --f- ,b ��r••r ��p' •Over 30nh-se tests tUV,Tr,HF,o lmany more) I-V CURVES OF PV MODULE(260W) TEMPERATURE RATINGS MAXIMUM RATINGS „} q . h', �J •In-house testing goes well beyond certification fication requ rement; PID resistant wm Nom nal Operating Call Opr ono iampamtura �d0-�85•C c d .• b •coo•. • °® --'- - - iam-p-1-INOC'n 06•C(t2°CI era - Maximum System IGoo"DCIEC) c p. wsh.sl por'n.,rs �m�__tmn.� ��- .� __- iemPerohre CoeMclantalP.w. O.dIR/°C volrp9e IOOOVOCIIUU a i.1:tU p r]I , 3 10•�tµy - "' - - Tempe-C-lid nt of Vx 0.3M-C Max Serie,W,e Rarng 15A _._. -- -'-' 1 Certified to withstand challenging environmental a - _ -old-.11. o.osx/°c _ .._.. ._ ._ op t n p5' 1 1 c«r,d conditions ooa rcc r •2400 Pa wind land 'm' - -RRANT1 5400 Pa:naw load G,.-Pmdud WorkmaniiIp Warranty b.Pne 1•Og-11,GDOcA-"In x+wrns 25 year linear Power wononty uyr+s,c s�. ,-s Ir.,o,e,n,er to Proauctwpnv y ar0etalel u as tree C CERTIFICATION - Gookb,.,:c Vfiuc"stwr_.a ;. ��� a,...r,p:vo-T••i„e�yy LINEAR PERFORMANCE WARRANTY A�, SEI, k�i,r PACSAGINGCONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty , s ihnP Salon limllad �P� Modules per box:3 Modu (pieces MV`YCkR N les per IG'con,oinx.BdO pieces f ..... •„... ..,.. �19P Acuson v "I PF rorue nor„� sPkr,¢nMr anon `�c�aasolar '�ieu " nasolar ezp1,T6�ala, ,ea. Rn„re, ea spa. elan„ I�ee nlh,e�,a,eeeta� ,te ,,mut mt Snarl EnergYTogeNer yam•, 1P to zs Smart Energy Teselfler 13 inns„aneerL yR - CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Certificate Number 20140630-E306515 Report Reference E306515-20121213 Report Reference E306515-20121213 Issue Date 2014-JUNE-30 Issue Date 2014-JUNE-30 Issued to: TRINA SOLAR LTD The modules with the specified construction as below may be marked with its type 2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT, for UL listed fire performance products only as the below table: CHANGZHOU,JIANGSU 213031 CHINA, Module model specific construction Marking TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH TSM-xxxPD05.08 EVA: thick; Performance: Substrrateate:: 0..3030 mm - 0.64 mm Type representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; Refer to addendum page for Models Frame: Cross sectional dimension: 35 x 35mm, Have been investigated b UL in accordance with the Height: 35mm, g Y Thickness: 1.5mm Standard(s)indicated on this Certificate. TSM-xxxPD05 Superstrate: 3.2-4.36mm thick; rfo u e Fire TSM-xxxPD05:05, EVA: 0.25-0.61mm thick; Performance: Standard(s)for Safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPD substrate: 0.284 mm - o.3o mm T e 2 thick; Modules and Panels and ULC ORD/C1703-01-Flat-Plate Frame: Photovoltaic Modules and Panels. Cross sectional dimension: 35 x 35mm, Additional Information: See the UL Online Certifications Directory at Height: 35mm, www.ul.cam/database for additional information Thickness: 1.5mm TSM-xxxPD14, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD14.08 EVA: 0.25-0.65mm thick; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm Type 8 being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada. Frame: The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension: and"US'identifiers:-@-the word"LISTED";a control number(may be alphanumeric)assigned 40*35 mm, by UL;and the product category name(product identifier)as indicated in the appropriate UL Height: 40mm, Directory. Thickness: 1.5 mm Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 4 0mm, Thickness: 1.8mm �.L�aa.,,.a..•.�,.c+�.a+�„r,. �� uLLL�,.ran.,.w�",.�,.n.,k."�.•n�"o•�,... �� �n"�WULC wn�5�r.pn�.+nuMn��n v� vo,uL LLC NLIorem.+ronma numrot�x.vero+cb".,pi++ ��nn�n�cEocunw,g�.R�y'My�n�p� bxwulll[Nllnam mb•4.e��mnwWul.e•auwb..p+r Page 1 of 4 Page 3 of 4 0 0 Single Phase Inverters for North America solarsolar 0 O SE3000A-US/SE3800A-USISE5000A-US/SE6000A-US/ SE760OA-USI SEI0000A-US/SEI 1400A-US V -- – – _�SE3000A US�SE381%IA US SESOOOA US SE6000A US 7 -s -S SE101100A US 5 11400A US T '- //, OUTPUT SolarEdge Single Phase Inverters ' N-1-1 AC Gmver Oulput� 3000 3800 500008V� 6000 ]600 10 W0 UV 1.. VA r ._ .I.. .. s40o @ 2 - 11soo ogv --_ ' M AC Pa O tp t 3]00 4150 6000 8350 12000 ; VA For North America U @ ... �45cJ240V I . -, 10950✓240V 3 ACO P t V l B M .Nom Max.l'1 I , SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ lea 208:119V „-„ ACO Putt/ltg M N M f V ( i Ji � SE760OA-US/SE10000A-US/SE1140OA-US a 240 164v f - ` ICF q e yM' N M 93 60 6051 [h Hl y [n gs] CO 605) I 24 @ 208V 48 @ 208V Max Conn 0 tput C t 12 5 16 V 25 32 1 4f Cla 240V I 47 5A ' ;y ,' - GFDI Threshold . I A UHI-IV Monrcoring,Islandmg Prntecbnn,CounhY CnnOgurahle thre_hnlds l� - __Yew ,_ - 1_ye, INPUTrmerPo ) 1 ...... 10 5 ..4050 2 we(SCes . ........... .. .. .. .. T W • ,I - M sbput Vllt aU� d 500 .. .. ... ......... I We d ................ ... .. .i....... t♦W81c"'-'�, >, N DC InP V It R. I .......... ..... .. _ 325IC 208V/350 i 2S(1V.,....'.... ..I.. do la�F�s•" � � � � - M I put W [ 9 S 13 6.5�106V � 23 I 335 @208VV 345 i Atic ,yam I... C C 45 , l 1 55 240V j j - R ePalar tV Pro[ecHon ... ...Y,...... ... ........... ................ ..... Adc Maxpmuma1[ tI DceYHon. 308V @ .9] 208V 1 t 0 s by ty , CECW ugh dEff Y 9]5 -9N I9] �240V,�.. .9]5 9]5 9J5�1240V.,� 975 1 %- .5 ".. t. ...... 98 .. .1... N€hW Po er Consumption ADDITION AL FEATURES 1 - - - Supp.r d H 1-161c t fa `_ RS48S,RS232.Erhernet.ZlgBee fppoo tall / - Revenue G d D t' AN51 C31 t Opti 1 + t / RapdShutd NEC20146901hen 5.!_.rEqge pidxh.td kit Is nStalld '- w..�.r _STANDARD COMPLIANCET_ _ _ ..,-,,,, UL3741 ULS699B UL1998 T G dC ..ecnon Stantlards ., IEEE354] „. .... 1 ,_... .. - t Emissions INSTALLATION SPECIFICATIONS __ mmum VB minimu /16-6 AVIG 3/4'm, DU P t'ad,it /uof c g/ .................... 305 125 ]2/ 15 .................6A .... ... .. T 3/4.,minimum/12 g/ .... '- AWG gn i nu 16-6AWG 146AWG. /4 i m/11 I g/. ' D -"nswth Safety Swrth ! OS 125 105/ n/ 5.184 ... .. ]75 315.-6y a ] 31 Ib Cooling i Natural Convection andn�+usrnal Fa ( er eplaceable) is r The best choice for SolarEdge enabled systems N .. ... ....... ......... !,ep(ac-b(e) ,.... I <25 r <SO Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance M' M...Op—Ong F mpa c 13 m+140/25 I,-W(.40 o+GO v,r,lo I blel`y 'F/'c Superior efficiency(98%) - .Ran¢?......._...__........-..._.............._._.............. i......_... Pmtecdon Radng .................................... ...........NEMA3R –Small,lightweight and easy to install on provided bracket Built-in module-level monitoring nn w<<a nnai'Ik�zmpw��..n..seswn�xaznwa i� Internet connection through Ethernet or Wireless •o�r�w�vix°sen.'.:�:u'::mi;u.irwew� r.�svcroa-usmexnuel. –Outdoor and indoor installation –Fixed voltage Inverter,DC/AC conversion only - -Pre-assembled Safety Switch for faster installation –Optional–revenue grade data,ANSI 012.1 'u nsa=r USA GERMANY-ITALYFRANCE IAPAN CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL wwwsolaredge.us y fF�. AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Product: Utility Interactive Inverter Covered section when made in accordance with the conditions set forth in the Certificafion Agreement and Listing Brand Name: SolarEdge -Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 Report. Models: (Option:followed by A to indicate Interface board,etc.) 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: 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 Bechar or Mr.Meir Adest Contact: Elaine Ouyang +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 ToApply Mark: Same Manufacturer Report Issuing Office: Cortland, NY 13045 kla�— Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager oqj �s Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. 1-1 an fearI,.—rteKS Client arra is mvleee Vur -b the-b-ten a{yeemem between ene,b glen[IHells ane lbbility rawensi«Ilry me In bd �e Iermstl aM connelons of bevapreement Im.._.assumes no Iia«try b any peM.G rNan bb-Cl in—e th the agreement,br a l ass,expense bremreye arasionM k of mis Awb«uatmnb Mach onry the gtent is avmoraetlm pem,it C.".g or elsVibutbn«bis Awlmnzabm to Mark act—only to lb enhr My.Use of—1b--,- A.-I.— tmAwh«uwon m Men.any tutbet eee a me Iwenek name r«me ease o.bb—b-111 gr th<tesee material.,.-«een,lro mlrst nret to avnom In—ba by tmmtak.ft- 11ry asseasmema—Fww..l,v saw+as am r«:neA,reeaa oresenno aoemonata waueaae cemneemn maMmacea eanee..,tn ma agreement.bey are not I«me nureoses I g ee—Waley mmol ane m-1 rexe a ttre amn w melt abuganons.n bla resgex 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 2001109101 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 16998,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-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 ED 163.15(1-Jen-13)Manch«, ED 16 315(11an 13)Mzr6abry 3933 US Route 11 Cortland,Nl'13045 EM Telephone:(607)753-6711 Facsimile. (607)756-9891 www.intertek coin SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 2011,,2014 Project No.G101703554 • 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 n�J, ,�4r� 1 personal on 06/17/2014. '(� p ' (✓ � Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20",2014 Date: June 2d'.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,ac,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,coo 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/ 'I 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 I Pape 1 of 2 rna ny«l�s r«tine.uowaneaalmenexsaienlaro.•po-meaw me aureemant na enem in ana uaauy ora umnaa to the renins of it agreement InterteN aaa. no l-li,aro 1 Ma Vun la tM G1em tin ee arnk'P,tmlre apreemenl io arc/loa,r cense or UamaO<ocroso1.nr me use a msnmoon onN me 0----ro cermn WPnng or alsNmouon a mis arort am rr,m oay m ns eetlray.Anr„x a Im mroaeN mine or one a n moms r«ma care, amensemant m Ins reslea marenat a nm x an«wee m rn,ong nr imermk.rna oeservanons em test mswre in Iros revert are rae•.e"1 onn the sampe Iwm mic ! eom ov ivaileceam�mpv mal me mroatmat cmaa:e,.xamor nos e,e neon of\\J/m�\fa{�,en/)imine.r%nncanon maoram. ',(�+}tI� �-g 9� o W `_'•' ® Imo!'-':'J InlMek(�:f Page 2of2 Nlertak Intertek hstts tti Intel[ek Nrt a Intertek Intertek Tesfin9 Services NA,I.. So 12.1.2(11111110)Inbrmativo Irlertek Testing Services NA,Nle. So 12.1.2(1ill 1/10)Info-Ma . GE:1 solar SolarEdge Power Optimizer - o W solar, o Module Add-On for North America O P300 / P400 / P405 SolarEdge Power Optimizer -- ----^ P300 P400 P405 -_T -- (lor 6R<ell modules) (for>2896-cell modules) (ror thin film modules) Module Add-On For North America —' ' Rated Input DC Powers" 300 400 .. Volt.......... I.... .... .. Absolute Ma I put Voltage P300 / P400 / P405 ° '$ ... 8D 125 Vtla (V c at to west t p sure) MPPT Op n g Range 8 48 8 80 12 5 105 Vdc ...... ..................... Adc. © Ma� m Effic ency i 99 5 "5 ...j....�.. O e olta�e Catego u OUTPUT DURING OPERATION(POWER_.r0 _PTIMIZER CONNECTED TO OPERATING INVERTER) r M m Output Current 15 Adc _ .. ..... ..I. .� 1 % Maximum Outp t Voltage .. -60.. .. .... .. .... .. ..85 ... Vdc` OU_TPU_T DURINGSTANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ( - ra EMCNDARD COMPLIANCE I FCC P rt15 Class Bz IEC61000 6 2 IEC61000.63 i f 25Vaw LJ E Wats S �' INSTALLATION SPECIFICATIONS —� � Maximum Allowed Syste Voltage , j _ IEC62'109 1( 1000 �[yi UL3741 I Vdc Dimensions(W%Lx H) 128 x152x275/ 1 12180552535/34 'i x,152%48/ FP %2 Serie' 47 2 %159 I mm/m a - I Pxxx 5 series mm/m s ..._ ..- 5x597%108 ( 5 597 137 � 5%597%1:89 i We hl I I�Pxxx 2ser esl ., _ ., 950/21_ I gr/Ib g (incl d gcables k S "�. 930/205.,. , 7 930/2.05._ I, grl ..f,Fxzx renes-.. .. ..I.._.. ... .-.!.. ... .. O tp i W re Type/Conn ct - _ Double I s lated Amph n I . - O tp tW eL gth .... 095/3011........ I ... 12'. .. ... ' Op tingT pe,tu R g 40 85/40 +185 I{ C/•F Protection Rang P 2 re IP65 NEMA4 r/Ib IP68/NEMABP r/Ib 0 100 ............. ..... ......... 1. .._. xa�M s�[vaurvl rhe mvae voLue of uv ro•st;vvxe.,damu.JaueO. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V —----- --— A SOLAREDGE INVERTERb1 M n mum String Length l 8 10 i 18 ' (Power Opnm zers( ... .L.... .... ..._.. ... ... ...... ....... .. ..._. ... ...I. _..__. PV power optimization at the module-level Maximum string Length PowerO timizers 25 25 50 UPto 25%more energy ..(.........P..........)...............................I..........................._.-.............................._...._6000 ............. ....... .. ... _Maximum Power per String_,...,._, _ __,_..,5250 ,._•_____________ .__ _._,,,12750,,,,._.,.__, I Superior efficiency(99.5%) Parallel Strings of Different Lengths I or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ............. ................._._..........._...1......__..................................._....._................. ........ Flexible system design for maximum space utilization %h�.,ib.ra�^^^^+.n-..6 etcarvasor^<oomst�iPraa ^•nr,.'. Fast installation with a single bolt - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA GERMANY ITALY - FRANCE - JAPAN CHINA ISRAEL AUS'T'RALIA www.solaredge.us tc.aro f :..Its di,..-= e�,�.� � 'q•w IRON RIDGE Roof Mount System AUTHORIZATION TO MARK - This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) - Covered section when made in accordance 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. 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: Address: Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA Contact: Yarn Schwarz Contact: Jim Norsworthy f Phone: (800)227-9523(510)225-0973 Phone: (800)227-9523 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironridge.com Email: jnorsworthy@imnridge.com .L Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA 7.dQO r J 4 u�C Control Number: 4007559 Authorized by: for Thomas J.Patterson.Certification Manager En.CLASSIFIED E14 D9 Built for solar's toughest roofs. Intertek 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 a� _° ._� =2 w.•.w.�e� •,_ bc�nm.'wm.an��m o"„< �...n�,.w�° n°°ria.�w>.nc�.•.we+w. ,A„=a and proven in extreme environments. °�N��::"���=.�,ae�.�a�a.=�..=no°m+4M•���,«n"a.�n��a�=�.�r=��•_ Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. 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 7 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate F0_1 Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 All components evaluated for superior Pre-stamped engineering letters Structural performance. available in most states. Product:- XR Rails with Integrated Grounding. Brand Name: N!A Models: 51-61GD-005,51-61GD-0058,51-5000-001,and 51-05-001 Class A Fire Rating Design software il 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 F61 UL 2703 system eliminates separate D Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 0 0 /ld IRONRIDGE Integrated Grounding System Installation Overview Install Roof Attachments 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 these to a copper conductor that runs throughout the © Prepare Rail Connections 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. , significant long-term safety risks. Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules directly to the mounting rails.This approach eliminates separate module grounding hardware,and it creates many parallel Mount&Ground Rails grounding paths throughout the array,providing a�^�•rr� •Attach rails to L-Feel 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 _ anodized coatings of both the module frame and •Connect Grounding Lug to grounding conductor. the mounting rail to form secure electrical bonds, which are repeated throughout the array Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. r.._ Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. Testing&Certification The IronRidge Integrated Grounding Ce� Module Frame Compatibility System has been tested and certified toDimension Range UL 2703 by Intertek Group plc. FA 31.0mm-51.0mm UL 2703 is a proposed UL standard B 5.08mm(minimum) for evaluating solar module mountingI Any module frames whose parameters are not listed in the and clamping devices.It ensures these L provided table have not been tested for compatibility. 3 devices will maintain strong electrical and 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 Groundin Stra r All solar modules listed to UL 1703 and with frame construction Grounding Straps aree usto ® of UL 1703,the solar module testing within the parameters stated above are compatible with the ed " ?+ be are only r quires ilona. standard;including temperature and IronRidge Integrated Grounding System. Grounding Lug They are only required on the humidity cycling,electrical and mechanical rail with the grounding lug. cornets Grounding Lug load testing,and manufacturing 1 connect•an entire row 9. g quality O Go to ironridge.com/ig or pv modules to the reviews. grounding conductor. //� Driv Tele Murphy 08.8 SML_ Middleton,NA 53562 USA Telephone:608.838.4400 Starling Madison Lofquist, Inc. Facsimile: 608.831.9279 C.1, In ng Strur'ruraI and Fn r a n s is Err gi n eery vnvwlntenelacom 'r " r 5224 South 39"Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fox:(602)438-2505 www.smieng.com IronRidge June 16,2014 in the basis of the tests undertaken,the samples)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of t I 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 Ratine: Characteristics: I-Flush Mount(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 Typel, determined that, for the configurations and criteria described below, it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a S"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-OOSB,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): I01769343MID-00lrl,101769343MID-001a,101915978MID-001&101999492MID-001ar1-crl. 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 stneture. Imply product certification. All loads are transferred to the roof training through the angle brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: GregoryAllen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician Il,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: Signature: 1,_-,Q,Z.y✓ ._�.il:5t%"__._. Date: 03/30/2015 Date: 03(30/20154 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 I,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 VeriRmdon�sjar[heexclusive use of Int rtek's clien[ard is provided p✓rsuvn[[a theagreement betweenimertekandits Client,Inter ksrespomba,rYandlipbibryare limited to the terms and condi[icns of the agreement.Inferte!t assumes no liability[o any parry,cher tMn to the client in—donee with the agreement.for any loss,expense Prd,mage ottnronedbytheuseofrh,s VerJlcallon.Onlythe Own-authorized to pemnit cppV'ng or dlser%button of this Verill—i n.Anyuseofthe lnte-knameoroneofln corks for the sole or ndverdsementaJ tlw tested materiel,product m seance must jirsi be approved in wndrg b y Intenek.rhe ebservatloas and rtlsVin3pec'[ion r=sults Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers need in this Verifrcation are relevontoniy to the sarnpk rested/inspected.This Veriiiwdon by itselfdoes nor imply the[the mot—l.prod—,or se.Mce is or hos ever been una-ran lrtertek cemficpNon program. GFT-OP-11a(24-MAR-2014) Iron Ridge June 16,2014 Iron Ridge June 1.6,2014 Mr.David F.Taggart Page 8 of I I Mr.David F.Taggart Page 9 of I I Iron Ridge XR100 Rail,Roof Flush Mounting System-Structural Analysis Iron Ridge XR I00 Rail.Roof Flush Mounting System-Structural Analysis 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 XR300 Wind Ground Snow Load XR100 NAnd Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psi 10 20 30 40 50 60 70 80 90 sf sf sf PSI PSI sf psi sf sf sf sf PSI Psf psi PSI psf PSI Psf 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 130 96 91 80 72 66 61 56 52 49 46 Cat8 130 94 91 80 72 66 61 55 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 1 85 78 1 69 1 64 59 1 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 1 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 8o 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 CateCgory 130 85 84 75 68 63 59 56 52 49 46 Category 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 69 69 66 61 57 54 51 49 47 45 170 64 64 64 61 57 54 51 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 CateDgory 130 80 80 72 66 61 58 54 52 49 46 CateDgory 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 6865 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 64 64 62 58 55 52 50 48 46 44 170 59 59 59 58 55 1 52 50 48 46 44 Notes-see page 11 Notes-see page I I Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers g- -9- IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I 1 Mr.David F.Taggart Page 1 I of 1 I IronRidge XRI00 Rail,Roof Flush Mounting System—Structural Analysis IronRidge XR 100 Rail,Roof Flush Mounting System—Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes—Tabulated values arc 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 psi 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in psi PSI psf PSI PSI psi psf PSI Psf 4. Provide 2 in.clear between roof and rail 100 107 98 84 75 67 61 56 52 49 46 5. End cantilever span(max)=0.40 x maximum span from above tables 105 107 98 84 75 67 61 56 52 49 46 110 106 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,arc 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,lronRidge.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 8175 68 63 59 56 52 49 46 not IronRidge or Starling Madison.Lofquist. C 140 76 76 72 66 62 58 55 52 49 1 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 framing is to be determined by others. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 Please feel free to contact me at your convenience if you have any questions. 110 87 87 77 70 65 50 56 52 49 46 120 81 81 75 6 63 59 55 52 49 46 Category y 130 75 75 72 666 61 58 54 52 49 46 Respectfully yours, E170 70 70 70 64 60 56 53 51 48 46 66 66 66 62 58 55 52 50 48 46 TR S c�N V+�✓�•/Y 62 62 62 60 57 54 51 49 47 45 u WARNER CIVIL vI 59 59 59 58 - 52 50 48 46 44 Tres Warner,P.E. No.49432 Design Division Manager gFcMTV �q Notes-see page I I �,eV4t Starling Madison Lofquisq Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -t0- 11- 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, THIS EDGE TOWARDS ROOF RIDGE INo DESCRIPTION QTY./BOX drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. 1 FLASHING,7 X I TX.040',5052,MILL I 2 QBLOCX,CLASSIC.A360.1 CAST AL,MILL I 3 PLUG,SEALING,5/16'X 7/9',EPDM/IBE SS I 4 LAG SCREW,HEX HEAD.5/16"x 5-1/2".IBE SS 1 h 5 WASHER.FENDER,S/16'IDX1-I/4"OD,IBE SS 1 RACKING COMPONENTS a '� - NOT INCLUDED Fi y 5 F I T JJ 41 Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert flashing between 1 st and 2nd course.Slide imounted.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 mo unts will be placed. a,required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower next page. flashing edge is above the drip edge of 1st course. Mark center for drilling. Z 2 I Quick Mount PV r MILE: 407) AVAILABLE IN MILL,AND QMSE-LAG:QMPV E-MOUNT 'V BRONZE ANODIZED FINISHES WITH LAG BOLT ` ,.,. a` Hcxn SIZE DF.wNBr_ OFM REV uHi¢s onxssss>xneo a.,winw g.uw A ernnol. 1 - .m.,,»�.'�n. oa.o„espv,�� �R�z Lag p.IL.ut(withdrawal)capadlie,lb,)in typical lumber Using 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 Spedfications 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 so-0mviry vt6 sra pasa mood aepsn sts snpn wrt u,nm ae 'long style bit”aka'aircraft extension bit'to drill a t— - — —' ly6 '— '----',�—_' 1 a 4"deep hole into rafter. n w,sown w 7. .__.__. 235 ErgNmpnn Sp,w.lmpapWe Pim(MSR r65BIan:6ner1 )06 2a6 46 Hem.F., .a3 G'IB 2f2 x Nom.FriNannl _ �6S }a • 10 6mnnam Pne .55 921 -- 3D7 --- t4 _`''*' rOak Spmw Pea,rr 42 af5 2n5 e 6pn,ce,Pne rr 1E p12m wn pa urw NBrerO merd MSR aM-11 se Tse 7t"$ Sources:American Wpad Council,NDS 2005,Table 113A113]A `'V�// ll thread must beembedded ina after or other structural roof member. � ���O�j� 21 See NDST.Hell-C krrequlrededgedlitamc ay�ammzI e � UZI 021M QuickMount PVL 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, 817.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 LocusProduct Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY ®® 17- 3I� Shielded CATS L''CIrr -INTERNET 1 n� • —sra 0131 9 / e •1 RESIDENTIAL SOLAR MONITORING SOLUTION ]CW L 11 ,.1a2r5 ME 121731 17 'L i �� .� ELECTRICAL for remote monitoring of a I,m.n SERVICE solar INVERTER(S) LGATE 120 features a smart cot nnnunicat ions module to automatically .ver PV ARRAY transmit meter(late cellular or Ethprnet networks allowing systern owners and operators to easily manage distributed solar assets. DIMENSIONS SOCKET METER LOCUSENERGY METER BASE COMM MODULE METER MODULE v v v 1 1 6.95 in The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. - 6.371n These components work in conjunction to remotely monitor the performance Of residential solar energy installation t regardless of panel or inverter type.The LGate 120 is a one-piece completely under glass meter which Installs easilyusing 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. 5.46IR 6.0011 _ —T30 ill 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. Proce ARMS embedded CPU Accuracy ANSI 12.20(Cuss 0.2%) OS Custom yerslon of Linnx 2.6.OTA firmware updates Voltage IhWts 120-480 VAC NETWORK CONNECTIVITY Memory 126 M8 RAM Max�r malt 200A The communications gateway Inside the LGate 120 SUppOntS plug and play connectivity through a cellular or available msplay LCD screen S—i"Type Singla pha:e,60 Ha Socket Type 2S Ethernet network connection.Once the unit is Installed and powered on,it will immediately begin tar smittincl data without any configuration.For maximum reliability,the communications gateway will automatically route uploads Enclos— NEMA 3R Type between the wireless and wired connections if either of the networks are unavailable. Weight B oz ANSI 1220 class 0.2% Dimensions 6.95'x 6.5'z 2.3' FCC Part 158 Environment -20 to 60C,ail-weather PTCRB FEATURES Warranty 5 year limited warranty AT&T Carne,Comp!lance • ANSI C12.2O power meter Easy,low cost installation • RS-485 and Zigbee Inputs Doesn't require entrance Into the building •• em•r Lwmxo-ag. Lw,azo-4cy Lwu,xo-aw • GSM cellular or Ethernet connectivity Plug and play activation RS-485 2 and via 2 rd 4M J J J 4 wire ✓ •Over the air firmware updates LCD display MaEbos ✓ 2igbee ✓ Erherrel RJ:4510/100.DHCP/Slabs J Single Meter Sockets-Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp _ Application '- �A •Single meter position ".4mb• r Receive ANSI C12.10 watthour meters •Surface or flush mount(see chart) Construction 011 F-Flush Mount 1W 'A ' • Ring type IUI204 MS68-2'Conduit Hub 1A-1h' % • NEMAType 3R O IUI 207 M568A-MS73r MS60 20' ih '� iw L 927 MS73-AL ScrewT 4F 2' P2 t+d' 1' •ANSI 61 gray E-coat finish ype Ring •Aluminum snap ring included SF-Semi Flush Mount 4G r.v, 2" yg.^ P 9 Top Prov sion–See Chart SS-Stainless Steel d Standards Accessories �`,1 _ r� j4 • UL 414 Listed 5th Jaw Kit-50365 •ANSI C12.7 200A Triplex Ground-ETB200 Knockout Layouts 011(closed) U204(open) AW Hub prevuPc coulee Amp send.. com.cumn Fig.1 Fig.2 Number Number Baling Jaws Type Accer, Una Lead Neutral 78205142000 011 125 4 10/3W OH/UG 914-2/0 914-2/0 914-2/0 Top Provision ....e Top Provision 78205142040 Oil 125 4 10/3W OH/UG 914-2/0 914-2/0 714-2/0 78205142045 011 MS73 125 4 10/3W OH/UG 914-2/0 #14-2/0 414-2/0 70205142050 011 SF 125 4 10/3W OH/UG 114-2/0 914-2/0 914-2/0 78205144030 927 100 7 30/4W OHJUG 914-1/0 914-1/0 914-2/0 78205156000 204 200 4 1013W OH 96-250MCM 96-250MCM 96.350MCM Q O 78205156020 204E 200 4 10/3W OH #6.250MCM i6-250MCM 96-350MCM 78205156030 204 FMS73 200 4 10/3W OH 96-250MCM 16 250MCM 96-350MCM 78205156040 204 MS68 200 4 10/3W OH 96-250MCM 96-250MCM 96-350MCM _ 78205156035 204 M51. 200 4 10/3W OH 96-250MCM 96-250MCM 96-350MCM -- �) 78205100490 204 MS73 200 4 1013W OH 16-250MCM 96-250MCM 96-350MCM 4F 70205156005 U204 200 4 10/3W UG 96-250MCM 96-250MCM 96-350MCM 4F 4F 4F 78205156045 U214F 200 4 10/3W UG /6-250MCM 96-250MCM 96-350MCM ��• 70205156060 U204FMS73 200 4 10/3W UG 96-250MCM 96-250MCM 96-350MCM 1A •ia« 7810515fi070 Ufib MS73 200 4 10/3W UG 96-250MCM 96-250MCM 96.350MCM 78205156140 U207 200 7 30/4W OH/UG 96-250MCM 96-250MCM 96-250MCM 4F 1A 78205156170 U207F 200 7 30/4W UG 96.250MCM 96-250MCM 16.250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG 96-250MCM 16 250MCM 96-250MCM ParWPc catalog Ovnlldimenriona— Top Mollie. Number Number Height Width depth Provision layout Fig.3 Fig.4 78205142000 Oft 12' 8" 4`/e' AW Hub —Fig.1 78205142040 011 F 72" 8" 41/." 2"max KO Fig.1 Top Provision 78205142045 Of; MS73 12' 8' 41/e' AW Hub Rg.l Top Provision 78205142050 011 SF 12" 8" 4'/." 2"max KO Fig.1 78205144030 927 17' 0' 4'/i AN Hub Fig.t 78205156000 204 15" e" 45/." AW Hub Fig.2 78105156020 204 F 15- B' 6' 2'max KO fig.2 O O 78205156030 204 F M. 15' e' 6' 2"max KO Fig.2 78205156040 7A4 MS68 15' 8' 4`A AW/2'Hub Fig.2 4F 78205156035 204 MS68A 15' 8' 41/.' AW/2'Hub Fig.2 4G 78205108490 204 MS73 15' 8' 41/e' None Fig.2 --I 78205156005 li 15' 12" 41/e' No Fig.3 78705156045 U204F 15 12' 6" (2)2'max KO Fig. 4G �L(��,(�)(�j e F 4G 4G 78205156060 U204 MS73 15' 12' 6' None Fig.3 \ 4F .i°dj: 78205156070 U200 MS73 15" 12" 4'/e None Fig.3 ' 78105156140 U207 10' 12' 5" AW Hub Fig.4 AIC Note: ]82051561111 U207F 18' 12 5' 2'/z'max KO Fig.4 For shpncirait wnent 4G tw 4G 2A 76205156180 UZ07 MS73 18" 12" 5" AW Hub Fig.4 ratings see page 131. B-Line Data subject to Nangewithout notice.Consult lour utility for aree a,,wt,n,,.All d,m intl es. Data sublet[ro change without notice.Consult local utility For—acceptance.All dimensions are m m mes. B-Line by F-1.•tj 5 Meter Mounting Equipment Meter Mounting Equipment 6 by W21,•rj ENERGY October 22ntl,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@locusener¢y.com. The Locus Energy Team Locus Energy,LLC www.loc—nergy.com Classic Conduit Composition Mount I 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 ITEM NO. DESCRIPTION GTT. 1/8"bit,drill or impact gun with 7/16"deep socket. THIS EDGE TOWARDS ROOF RIDGE I SHING.9"x 12"x.040'.5052.Miu I • • • • - 2 FI OBtOCK,CONDUIT,5/16",6061-i6,MILL I 3 WASHER,SEALING,1/d"ID X 71T CO,EPDM 80N DED d LAG SCREW,HEX HEAD,1/4"x2.1/7.18-eSS I d - " AVAILABLE IN MILL,CLEAR ANODIZED, g AND BRONZE ANODIZED FINISHES. _ + 7- 12.0 12.0 S CONDUIT CLAMP NOT/NCL 4 23 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar, Slideconduit mount into desired position.Remove 2.5 of conduit.Select location over center ofrafter. above placement ofconduit mount. any nails that conflict with getting the mount Flush 3 with front edge of shingle course.Mark termer for ® drilling. "¢+ 4.5 2 9.0 ` 1 � y .79 .. Quick Motet PV TITLE OMCC:CLASSIC CONDUIT ' COMPOSITION MOUNT ' -SIZE DRAwN SY RAD REv •u�rc A once 9/2u2ola 4 -c— 11-1.11 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. s 4 3 2 1 roof and rafter,taking care to drill square to the manufacturer'sapproved sealant Preparelag bolt with sealing washer and single hole .of. clamp(not included)as shown.Insert lag through Lag pull-out(withdiawal calpaca—(lb,)in typ,cal - hole in block,and position clamp over conduit Lag Balt Specifications ' I Scecfc GmvM r/n s� rt. �rva oeMn I tI4 s t Inrosd aeMM1 oPwle nr.t„a, 5p zzs All roofing manufacturers, writ D—s-Fir,swm :le zoz py , ten instructions must also,be =5a ,tda.Pow P..»1_sR rasp=M1wnen—_— — ae__ ass —__ — zo2 f system;llowed by anyone modifying a, Please roof s5 eo roof manufacturer's:,specs and .42 302 t10 -. instructions prior to touching Sanz•,Pre,Fv IE M 2 mrllmn Psi ana M1gl:ar Oranes W MSR awn 6tEL) 50 225 the roof. Source:rtmeri[an Wood Courrcil,NDS 2005,Table 11.2 A,11.12 A Notes: 11 Thread must be embedded in a m([er w other strurnal mof member. 215ee IBC brrequired edge distances Insert lag through hole in block,and position IMPORTANT:Tomalntalnsrater wfirg ti— nantthatthealuminum flashing htem 11ispwp”piaceduntleronefull courseabove there—ung bkok-h atleau w—fthe clamp tight drill With 7/16"Socket, flasniry e.terMir�g up under the course abovetn,t..Wm s..�^..^^,�.,,.,,^h.rk dive lag til block is tight. Quick Mount PV'" Quick Mount RESPECT THE ROOF 925-478-8269•www.quickmountpv.com•info@quickmountpv.com BI 7.2.3-8 Aug-2014,Rev 817.2.3-8 2700 Mitchell Dr.,Bldg 2•Walnut Creek,CA 94598 Aug-2014,Rev 02013 by Quick Mount PV.All rights reserved. SunGEVITY' GENERATE POSITIVE- Structural Calculations for the Solar Panel Addition at The Thakkar Residence 106 Weyland Circle, North Andover, MA 01845 IH OF �sq� J KIK G AKIKO U SPENCER N N0, 51861 O O/ST � )ONAL E '\ August 21, 2015 Date Signed i I i 66 Franklin Street, Suite 310 p 510.496.5500 866.SUN.4ALL Oakland, CA 94607 USA f 510.496.5501 www.sungevity.com client: Thakkar Sheet No. 000, S U f 1 G E V I T Y Sungevity#: 1957406 GENERATE POSITIVE' fete: 8/21/2015 1 GRAVITY LOADS Roof Angle = 40 degrees Composition Shingle 4 Plywood 2 2x10 Nominal Rafters @ 16 in o.c. 2.89 p Vaulted Ceiling 6 Misc. 1.11 Total Dead Load (psf) = 16.00 Total Adjusted Dead Load (psf) = 20.89 Total Live Load (psf) = 20 (Roof live load isnot required inareas covered byPVarray) Photovoltaic System (psf) 2.7 2.7 2.7 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 (ft 2) 5.4 1 10.8 1 16.2 Point Load of Standoff(Ibs) = 15 30 44 Stucco (7/8") 10 U) 2x4 Studs @ 16"o.c. 1.09 Q 5/8" Plywood 2 Insulation 1 X Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf) = 17 Gypsum Board 2.5 J 2x4 Studs @ 16"o.c. 1.09 Insulation 1 Gypsum Board 2.5 z Misc. 0.91 Total Dead Load (psf) = 8 Client: Thakkar Sheet No. ,c, n S U f 1 G E V I T Y. Sungevity#: 1957406 GENERATE POSITIVE- Date: 8/21/2015 2 WIND CALCULATIONS PerASCE 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 = 40 degrees Mean Roof Height= 25 ft Building Least Width = 43 ft Effective Wind Area= 17.5 ft2 Velocity Pressure: qh = 0.00256 KZ Kt Kd V2 KZ= 0.7 Table 30.3-1 Kn= 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 qh-design = 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 Zone 1 Zone 2 Zone 3 Zones 1-3 GCp= -0.85 -1.45 -2.3 0.45 Figure 30.4-2B Wind Pressure p = qh-design*(GCp), (psf) = -7.77 -13.25 -21.02 4.11 Standoff Spacing in X-direction (ft) = 4 4 4 4 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 Tributary Area (ft2) = 10.8 10.8 10.8 10.8 Load at Standoffs (lbs) = -84 -144 -228 45 Maximum Standoff Uplift= -228 lbs Standoff Uplift Capacity= 732 lbs Per ESR-3744, Table 2 D/C = 0.311 . 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 lbs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD = 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity= 819 lbs D/C = 0.28'_ Fasteners Okay Client: Thakkar Sheet No. <, n S U n G E V I T Y.. Sungevity#: 1957406 GENERATE POSITIVE- Date: 8/21/2015 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area (W) Weight(Ibs) Roof DL 20.89 2565 53,576 Z— Ceiling DL 6 0 0 N Exterior Walls 17 856 14,552 Assuming F-0"Wall Height W Interior Walls 8 856 6,848 Assuming F-0"Wall Height Total Existing Weight of Building = 74,976 Weight of PV System Weight(psf) Area (ft) Weight(lbs) > PV 2.7 595 1,607 a Total Weight of PV System = 1,607 Comparison Check 10% of Existing Weight of Building (Allowed) = 7,497 lbs Total Weight of PV System (Actual) = 1,607 lbs % Increase= 2.1 % Seismic Upgrade is Not Necessary I i I i I Overall Sloped Length:25'3/16" 0 0 i 12 10.07 1-5- 9'3- 8' 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1131 @ 10'8" 2913(3.50") Passed(39%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 506 @ 9'113/16" 1436 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -948 @ 10'8" 2269 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.026 @ 0 0.204 Passed 1.0 D+1.0 W(Alt Spans) Design Methodology:ASD (2L/999+) Member Pitch:10.07/12 Total Load Defl.(in) 0.106 @ 5'8 1/2" 0.792 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(21-/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'2 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ty. a •A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 176 90 365 12/-91 643/-91 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50" 431 20 700 -395 1151/-395 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 1 94 59 223 26/-55 402/-55 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-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 18'8" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 3'6" 16" - 20.0 - Roof 3-Uniform(PSF) 16'to 18'8" 16" - 20.0 Roof 4-Point(lb) 4'6" N/A 30 - -84 5-Point(lb) 6'7" N/A 30 -84 6-Point(lb) 8181, N/A 30 -84 7-Point(lb) 10'9" N/A 30 -84 8-Point(lb) 12'10" N/A 30 -84 9-Point(Ib) 14'11" N/A 30 -84 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Notes 8/21/2015 9:39:05 AM Janyce Spencer Thakkar Residence Forte v4.6, Design Engine:V6.1.1.5 Sungevity 106 Weyland Circle Thakkar f957406_Forte.4te (510)496-4422 North Andover.MA 01845 jaspencerP-su ngevity.com Page 1 of 1 Overall Sloped Length:30'8 15/16" o n 12 9.38[ ' 1'4•!" 11'1" 11'4" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1464 @ 12'5" 2832(3.50") Passed(52%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 659 @ 13'2 1/16" 1436 Passed(46%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1600 @ 12'5" 2269 Passed(71%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.153 @ 18'5 7/8" 0.706 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.223 @ 18'7" 1 0.941 Passed(L/759) 1.0 D+1.0 S(Alt Spans) Member Pitch:9.38/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'17/8"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. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 175 112 403 26/-86 716/-86 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.81" 550 22 914 -506 1486/-506 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 1 158 48 317 22/-129 545/-129 Blocking " Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member Ding designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (nonsnow:1.25) (1.1S) (1.60) Comments 1-Uniform(PSF) 0 to 23'9" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 4'8" 16" - 20.0 - Roof 3-Uniform(PSF) 21'9"to 23'9" 16" - 20.0 Roof 4-Point(lb) 5'B" N/A 30 - -84 5-Point(Ib) 7'10" N/A 30 -84 6-Point(lb) 10' N/A 30 -84 7-Point(lb) 12'1" N/A 30 -84 8-Point(Ib) 14'3" N/A 30 -84 9-Point(lb) 16'5" N/A 30 -84 10-Point(Ib) 18'8" N/A 30 -84 11-Point(lb) 20'9" N/A 30 -84 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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. The product application,input design loads,dimensions and support information have been provided by]Spencer I II Forte Software Operator Job Notes 8/21/2015 9:39:09 AM Janyce Spencer Thakkar Residence Forte V4.6, Design Engine:V6.1.1.5 Sungevity 106 Weyland Circle Thakkar_1957406 Forte.4te (510)496-4422 North Andover.PAA 01845 jaspencer@sungevity corn Page 1 of 1 it DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: E.O.M.S Name of Waste Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuingpermit for the demolition, renovation, a p o , e ovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I 1 s. 150 A. Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—6`h Edition �1t Oi"g��reofrmit Applicant 8/26/15 Date THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT The Hamilton Group, LLC NAME: Fax 3 Wing Drive PHONEE-MAIL Ext 7 - -229 A/C No): Cedar Knolls NJ 07927 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SeleCtoVe Way Ins 26301 INSURED SKYLI-3 INSURER B:Sleclive Ins Co of the S. East2 Skyline Solar LLC INSURERC:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 INSURER D: West Bridgewater MA 02379 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1089928575 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MM/DD/Y LIMITS B GENERAL LIABILITY S 2106548 /6/2015 /6/2016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100,000 CLAIMS-MADE rx I OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 JECT POLICY PRO X LOC I $ B AUTOMOBILE LIABILITY A 9093015 /24/2015 /24/2016 Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2014 0/11/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 $ C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2015 3/8/2016X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N T RY L I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000.00 OFFICER/MEMBER EXCLUDED? Y❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000.00 B Installation Floater S 2106548 /6/2015 /6/2016 Any One Occurrence $25,000 Property Business Property $100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE t7 19RR-2010 ACORD CORPORATION. All riahts rPCPrvad_ i Massachusetts-Department of Public Safety Board of Building Regulations and Standards Conatrurtion Super%icor License: CS-027047 PMIJP J CHOUl 7RUlifi- J 79 Oak.St.Unit#f03 , Ashland MA 01721 c— I y Expiration Commissioner 11/09/2015 r. -_� � f?E''• ,aII2�:It�'[�+'C'f�f��!? L�-. C��l`��1;1:1f.�"C�?�.�'�G•fa��I Office of Consumer Affairs d Business 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: Supplement Card SKYLINE SOLAR, LLC. Expiration: 617/2016 PHILIP CHOUINARD ---- -- —�-- ----- 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, NIA 02379 Update Address and return card.Mark reason for change. scA 7 u aoM.asnI Address Renewal [—� Employment n t ost Card ��!!(' [r"7'x1/111Nt//111('(/(1�f f"1717 i.er•1C11N.11'l�j -ffkc of Consumer Affairs&Business Regulation License or registration valid for individul use only IME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation ogistration: 172284 Type: tp park Plaza Suite 5170 ' Expiration: 6/7/2016 Supplement Card Boston,MA 02116 SKYLINE SOLAR,LLC, PHILIP CHOUINARD 139 GLENDALE AVE. EDISON,NJ 08817 without signa ---- �---- Undcrsecretary WNt valid ture 91te Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration - - - Registration: 172284 - , Type: LLC Expiration: 6/7!2016 Tr# 251923 SKYLINE SOLAR, LLC. PETE DEBBAS g "- 124 TURNPIKE ST SUITE 10 - WEST BRIDGEWATER, MA 02379 Update Address and return card. Mark reason for change. DPS-CAI 0 50M•04/04•G10I216 [ Address (-] Renewal r-] Employment E] Lost Card ✓/�e TJO?N�fz�ltu/�Glf o�✓YGq�M2� Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 172284 Type: Office of Consumer Affairs and Business Regulation Expiration: 6!7/2016 LLC 10 Park Plaza-Suite 5170 Boston,MA 0211.6 SKYLINE SOLAR,LLC. PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Undersecretary Not valid without signature