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Home My WebLink AboutBuilding Permit # 2/17/2016 NORTy BUILDING PERMIT ��. �eD. °°6��L TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION - - Permit NO ®l Date Received °RAreo APPy�y Date Issued: 9SSACHOS�� PORTANT: Applicant must complete all items on this page LOCATION 1785 Salem St. Print PROPERTY OWNERRonald sweetra 210-106Print MAP NO PARCEL,-oo91-000cZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑/Addition ❑ Two or more family ❑ Industrial X Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic; ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed Distr' t 11 � Water/Sewer Installation of a safe and code compliant,grid tied PV solar system on and existing residential roof. %�1 r Iy CAl C?-) J-) ) Identification Please Type or Print Clearly) OWNER: Name: Ronald Sweetra Phone:978-683-0526 Address: 1785 Salem St. North Andover, MA 01845 CONTRACTOR Name: Skyline Solar LLC Phone: 7323543111 Address 124 Turnpike St.Ste 10.W. Bridgewater,MA 02379 Supervisor's Construction License: Exp. Date: CS-027047 11/9/17 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 Cost: $ 32,000 FEE: $384.00 Check No.: Receipt No.: •2 ,y rl _ NOTE: Persons contractin cnregistered contractors do not have accLb to the g aranty fund 1 Signature of Agent/Owner Signature of contractor LI-11 t%ORTfp Town of "N. ndover i OLAKE ver, Mass, ass, . �. COCNICK.wAl ICw RATED U BOARD OF HEALTH r' ER T I T Food/Kitchen Septic System THIS CERTIFIES THAT ,,,, ...... G�r BUILDING INSPECTOR . ...... ................................. Foundation has permission to erect .......................... buildings on .� ........A(.4-....., ............. Aft Rough to be occupied as .......... .......: .. ��. ............ . ® Chimney provided that the person accepting this permit shall in every re 7conforim 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final ® PERMIT EXPIRES ® S ELECTRICAL INSPECTOR UNLESS N TS Rough Service ........... ..... ......................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy Building 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 Approvedthe Building Inspector. Burner Street No. Smoke Det. 'SWIG 1 ' EVITY February 1, 2016 To Whom It May Concern At "I"he Town of North Andover, MA: Sungevity is the master contractor, working on a solar installation for Ronald Sweetra of *1785 Salem St., North Andover, MA 01845, US This job is currently permitted with one Of SUngevity's subcontractors: United Solar Associates Woburn. Mr Ronald Sweetra and Sungevity would like to transfer this permit to Skyline Solar MA (1-ic# 1-11C 177280. Please allow this contractor to take over the application. Skyline Solar, LLC of Bridgewater, MA 124 Turnpike Street West Bridgewater, MA 02379 Jonathan Camarda – Principal 732.354.3111 Mr. R al Sweetra – Property Owner Date: Step en Sungevity Project Manager kS'- k Date:—1t Very Best, Stephen Snow Sungevity Project Manager 816.492.3312 ssnow@sungevity.com 66 Franklin SL(O(A,SURC 310 510.496,5500 866,SUN,4ALL Oakland,CA 9/1607 USA 5101496,5501 �� UU �� U ��` �� U Un�n �� U 8 � 4/41111, GEN 1 A i-EP 0 l[�VE � January 25. 2O16 Subject: Structural Certification for Installation of Solar Panels Job#: 1342O5O Client: Svveedna Address: 1785Sa|amStreet, North Andover, K8AO1845 ToWhom |tMay Concern, A field observation and design check of the Subject property was conducted to determine the suitability of the existing roof structure tm 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 a single layer of cornposition shingles over plywood sheathing that is supported by 2x8 roof rafters spaced at 16" on center atArray 1 and � true 2x8roof rafters spaced mt1G" oncenter atArray 2. The rafters are sloped at � approximately 12degrees oiArray 1and 27degrees atArray 2. The rafters have a maximum projected horizonts| apanof12'-2^ edArnay1and11'-8" atArnay2bebmeen � load bearing walls. The roof iaabout 1Oyears old and appears tmba |ngood condition. � � Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following � design criteria: � " Applicable Codes: 2OO8IBC, ASCE 7-O5and 2OU5NDS � � " Basic Wind Speed = 1UOmph ° Exposure Category = B � � " Ground Snow Load = 5Upof 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. Sincerely, JANYCE AKIKOSPENCERCIVIL V NO, 51861 JanyoeSpencer, PE PST ) 6GFranklin Stmet, 5uite3lO p510.496.5500 865.SUN.4ALL Oakland,CA94GO7USA f 510�496550 com Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract I, Ronald Sweetra (print name) am the owner of the property located at address: 1785 Salem St. North Andover, MA 01845 (print address) I hereby authorize Skyline Solar 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. Customer Signature: Electronic Signature Accepted/Addendum to Contract Date: 1/15/15 Sign Name: Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC - 13VH0613060 Connecticut Office 121A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 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 issuing a permit for the demolition, renovation, 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—6th Edition 1 ig re of Permit Applicant 1/26/16 Date u II s u ' Structural Calculations for the Solar Panel Addition at The Sweets Residence 1785 Salem Street, North Andover, MA 01845 OF �ss9c JANYCE yGs KI C.3 C.3 S CML R Zn - , N0. 51861 �s /ONAL �'� January 14, 2016 Date Signed 66 Franklin Street, Suite 310 510.496.5500 866.SUN.4ALL Oakland, CSA 94607 USA d 510.496.5501 t.owl Client: sweetra Sheet No. SU (IGEVITY' Sungevity#: 1342850 NOMPIP Date: 1/14/2016 GRAVITY LOA Roof Angle = 27 degrees Cornposition Shingle 4 — Plywood 2 M True Rafters@ 16 in o.c. 3.33 0 Vaulted Ceiling 0 — — 0 Misc. 1.67 Total Dead Load (pso = 11-00 Total Adjusted Dead Load (pso = 12.35 Total Live Load (psf) = 20 (Roof live load is not required in areas covered by Pl/array) Photovoltaic System (pso 2,8 2.8 2.8 Standoff Trib Width in X-direction (ft) --2 4 6 > Standoff Trib Width in Y-direction (ft) 2.7 23 2,7 CL Standoff Tributary Area (ft) 5.4 10.8 16.2 Point Load of Standoff(Ibs) =1 16 31 46 Wood Siding 3 U) 2x4 Studs @ 16"o.c.. 1.09 5/8" Plywood 2 Insulation 1 Gypsum Board 2.5 Misc. 0,41 Total Dead Load (pso = 10 Gypsum Board 2.5 U) 2x4 Studs @ 16" o.c. 1,09 —j Insulation I Gypsum Board 2.5 Z— Misc. 0,911 Total Dead Load J0 W/ ' �� e�� Sheet No. �0' S U nGEVKT � aunnmxy#: 1342850 E r�EF��T� �K��y��'�� oum� 1/14/2O18 2 � WIND CALCULATIONS Pel-A SCE 7-/DComponents and Cladding Design Input: Risk Category= || Wind Speed, V= 100 mph Figure 26.5-1A Exposure Category= B Section 26.7.3 Roof Slope= 27 degrees Mean Roof Height= 25 ft Building Least Width = 47 ft Effective Wind Area= 175ne Velocity Pressure: q» = 0.00256 KzKtK° ,ou ��b�38�Y ��= 0J � Oo�� 26.8.2K�= 1�O n 2 Kd = 0.85 Table 26.6-1 V= 100 mph See above qh'nomma/ = 15.23 pof Nonn/na/(untecbooec) uplift Ao'ues/un = 8.14Pef Design (faob7n*c) uplift based onallowable stress design basic load combination#5 D+O.6W Load atStandoffs: 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 Standoffc -144 1 -228 45 Maximum Standoff Uplift= -228 lbs Standoff Uplift Capacity= 732 lbs U/C = 0.311 Standoff Okay Fastener Capacity Check: FaotBner= 5/1G" diameterlag Screw Number ofFasteners = 1 Min. Embedment Depth = 2,5 in Wood Species = Spruce Fir Pine Specific Gravity, G = 042 Per 20Y2NDS Table /Y.3.34 VVithdraw| Capacity Per Inch = 205 lbs/in Per 20Y2NDS Table 11,2A Load Duration Factor, Cu = 1,6 Per 30Y2NDS Table 2.3.2 Fasteners Capacity= 818 lbs D/C = 0.28 Fasteners Okay Client: Sweetra Sheet No. Sungevity#: 1342850 016 IrOPPI A 0 Date: 1/14/2016 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight (psf) Area (ft ) Weight(Ibs) Roof DL 12.35 2249 27,774 Ceiling DL 6 2249 13,494 cn Exterior Walls 10 1000 10,000 Assuming 8�-0"Wall Height Interior Walls 1 8 1 1000 1 8,000 Assuming 8'-0"Wall Height Lu Total Existing Weight of Building = 59,268 Weight of PV System E (ft)Weight (psf) Area Weight(Ibs) > PV 2.8 683 1,911 M I Total Weight of PV System = 1,911 Comparison Check 10% of Existing Weight of Building (Allowed) = 5,926 lbs Total Weight of PV System (Actual) = 1,911 lbs % Increase= 3.2 % Seismic Upgrade is Not Necessary Overall Sloped Length:21'1 1/16" 12 2.55F_ rr 12'4" TV 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) 1170 @ 13'5" 2281(3.50") Passed(51%) -_ 1.0 D+1.0 S(Adj Spans) Member Type Joist Shear(lbs) 609 @ 12'8 3/16"_ 1501 Passed(41%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1285 @ 13'5" 1564 Passed(82%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.263 @ 6'9 3/4" 0.623 Passed(L/569) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.365 @ 6'9 5/8., 0.831 Passed(L/410) 1.0 D+1.0 S(Alt Spans) Member Pitch:2.55/12 Deflection criteria:LL(U240)and TIL(L/180). Overhang deflection criteria:LL(2L/210)and TIL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6 7/16"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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live I-Beveled Plate-SPF 3.50" 3.50" 1.50" iss 28 423 3/-222 609/-222 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1,80" 326 27 844 -383 1197/-383 None 3-Beveled Plate-SPF 3.50" 3,50" 1.501, 1 12 72 167/-3 58/-20 309/-23 Blocking o 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 20'6" 16" 11.0 - 50.0 Roof 2-Uniform(PSF) 0 to 1, 16" - 20.0 - Roof 3-Uniform(PSF) 16'10"to 20'6" 16" - 20.0 Roof 4-Point(b) 2'4" N/A 31 - -144 5-Point(lb) 4'11" N/A 31 -84 6-Point(lb) 7'7" N/A 31 -84 7-Point(lb) 10'Y N/A 31 -84 8-Point(lb) 12'11" N/A 31 -84 9-Point(lb) 15'6" N/A 31 -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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s-CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by]Spencer ............. 11"i4/2016 2:5453 PM Foito Software Op,r.1r0V ....... .................... ................... ...............___1.......... .......... Foite v5.0, Design Engine:V6.4,0.40 Janyce Spencp.r S S WE-T 77-3—1,4 TE sungev[ty {510)496-4422 Overall Sloped Length:14'81/2" 12 6.11 rr 1'2' 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) 642 @ 1'3 3/4" 2504(3.50") Passed(26%) -- 1.0 D+1.0 S(All Spans) Member Type Joist Shear(Ibs) 483 @ 12'1/16" 1126 Passed(43%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Moment(Ft-lbs) 1477 @ 6'11 5/16" 1521 Passed(97%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.456 @ 6'113/4" 0.635 Passed(L/334) 1.0 D+1.0 S(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.642 @ 6'113/4" 0.846 Passed(L/237) 1.0 D+1.0 S(Alt Spans) Member Pitch:6.11/12 Deflection criteria:UL(L/240)and TL(1-1180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'1 7/16"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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-SPF 3.50" 3.50" 1.501, 172 26 470 -155 668/-155 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.501, 163 4 388 -241 _I 555/-241 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 12'10" 16" 11.0 - 5010 Roof 2-Uniform(PSF) 0 to ill, 16" - 20.0 - Roof 3-Uniform(PSF) 12'8"to 12'10" 16" 20.0 Roof 4-Point(lb) 1181, N/A - - 5-Point(Ib) 3'1" N/A 31 -84 6-Point(b) 4'7" N/A - - 7-Point(lb) 6 1" N/A 31 -84 8-Point(lb) 7'6" N/A - - 9-Point(lb) 91 N/A 31 -84 10-Point(lb) 10'5" N/A - - 11-Point(lb) N/A 31 -144 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. yy 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s,__CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by]Spencer 55A1 FIM Folte Software Operator No e�7 1/14/2016 2. � F oi te v5.0, Design Engine:V6.4,0.40 o Janycp SjAwn 73, 'UHge'dty - -1,4 FE S S WIE E 7 'V. (5 10)406 1422 01845 Overall Sloped Length: 14'8 1/2" 12 6.11 I;t. 1-2- 11'8" 1 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load;Combination(Pattern) System:Roof Member Reaction(lbs) 658 @ 1'3 3/4" 2504(3.50") Passed(26%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(lbs) 473 @ V 11 15/16" 1126 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1479 @ T 15/8" 1521 Passed(97%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.456 @ 6'113/4" 0.635 Passed(L/334) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.641 @ 6'11 13/16" 0.846 Passed(L/238) 1,0 D+1,0 S(Alt Spans) Member Pitch:6.11/12 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 2'7/16"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. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 188 26 470 -254 684/-254 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 147 4 388 -142 539/-142 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 12'10" 16" 11.0 - 50.0 Roof 2-Uniform(PSF) 0 to ill, 16" - 20.0 - Roof 3-Uniform(PSF) 12'8"to 12'10" 16" - 20.0 Roof 4-Point(Ib) P 8" N/A 31 - -144 5-Point(lb) 3'1" N/A - 6-Point(Ib) 4'7" N/A 31 -84 7-Point(Ib) 6'1" N/A - 8-Point(Ib) 7'6" N/A 31 -84 9-Point(lb) 9' N/A - 10-Point(Ib) 10'5" N/A 31 -84 11-Point(Ib) 11'11" N/A 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.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by]Spencer Foito Softwoo e Oparntor 'l(t)note-; 1/14/20 16(?56:38 VIM ......._. .__.. _ _......... ....__.._ ...._.____.__ _..____-- Fork,v5.0, Dosign Engine; V6.4.0A0 janyc:sp't ic..r ;w rtta Rcuidene ungm, y 1785 sMenlstreeAr"WC=-(.'I1.-.'l.471 (,10) 106,442',i1 PNniIh Andovea MA01845 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 7.792kW\9kW PV3.0 LINE DIAGRAM SALEM ST--Z PV4.0 LABELS EQUIPMENT: A A PV MODULES: (36)Hyundai HIS-M250RG(BK) KEY: INVERTER(S): (1)SolarEdge SE760OA-US --- PROPERTY LINE— �� --- CONDUIT RUN 0 INVERTER pG <S`P DRIVEWAY 0 SUBPANEL SCOPE OF WORK: J �' P�' \ �—^— FENCE ❑` DC DISCONNECT FIRE CLEARANCE INSTALLATION OF A SAFE AND CODE-COMPLIANT LOCATION OF(E)MSP, STRUCTURAL O AC DISCONNECT GRID-TIED SOLAR PV SYSTEM ON AN EXISTING INSIDE HOUSE CLOSET UPGRADES OEJUNCTION BOX RESIDENTIAL ROOF TOP. S'p '� LOCATION OF(N)FUSIBLE AC SOLAR MODULE El MONITORING UNIT \ DISCONNECT,NEXT TO MSP Q'" MAIN SERVICE PANEL E) COMBINER BOX Q UTILITY METER � ROOF \� CONDUIT RUN INSIDE ATTIC E] PV METER OBSTRUCTION APPLICABLE CODES: \ 2014 NEC ARRAY 1 2009 INTERNATIONAL CODES WITH MA \ \ ROOF1 AMENDMENTS DRIVEWAY B -�. CONTRACTOR INFORMATION: B /\ �\ O CONDUIT RUN INSIDE ATTIC � UNITED SOLAR ASSOCIATES WOBURN 452 PLEASANT ST. \\ \ MALDEN,MA 02148 JURISDICTIONAL INFORMATION: \\ ARRAY 2 NORTH ANDOVER,TOWN OF ✓ 1600 OSGOOD ST. \ \ I .\ \ ROOF 2 NORTH ANDOVER,MA 01845 I NOTES TO INSTALLER: 5 —J \ FOR INSTALLER USE ONLY \ POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: RONALD SWEETRA 1785 SALEM ST. NORTH ANDOVER,MA 01845 SITE PLAN 9786830526/#1342850 SCALE: N.T.S. DESIGNED BY: REV#:I DATE: PV-0.0 TUSHAR.K 0 1 1/12/16 SUNGENITYINC,19 FRANKLINSTSUITED10 OAKI-AND,CAaNs07 y.TUSHAKULKARIN Dnb:—tnwi—swooVn-1342850 SJ1 Sheat Sl-11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVI INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 1 2 1 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: E1.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 SIZE 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 THATSYSTEM AND SHALL REMAIN EQUIPMENTAND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THATSTATE UNTILTHE 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 N5.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 "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS 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(S)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. S1.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 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 RONALD SWEETRA LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 1785 SALEM ST. BOLTS. NORTH ANDOVER,MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE 97868305261#1342850 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 TUSHAR.K 0 1112116 ISNOEYrtY INC.66 FRANKLIN ST SUITE s,C OARLAIO,CA S4617 Ry:TUIHAR.KLILAARNI on,o.,ncnnon.sxoow-tNxa6a 9vt shoat 9lzo.,,.,"/ THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNII-TY INC.NO PART SHALL BE COPIED OR USE'FIR OR WITH ANY OTHER'IRK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY NAVE BEEN DEVE LOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (36)Hyundai HIS-M250RG(BK) MODULE WEIGHT: 37.9 MODULE LENGTH: 64,57 ARRAY 1 ROOF 1 MODULE WIDTH: 3929 ROOF SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 12' 2" -- '- "- SOLAR MODULE RAFTER SPACING: 16" ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 1 SPECS NUMBER OF MODULES: 20 A _ -- -i -- TOTAL MOD.WEIGHT(Ibs): 758 A - 0 IRONRIDGE XR100 RACKING WEIGHT(lbs): 145.8 ARRAY WEIGHT(Ibs): 903,8 L-FOOT ARRAY AREA(sgft): 352A a -- QMSE-LAG SHINGLE ARRAY DEAD LOAD TSB/ sgft): 2.$ NUMBER OF io COMPOSITE SHINGLE LOAD PER MOUNT(Ibs): 20.1 - 5" X S/16"-LAG ARRAYAZIMUTH(') 230 2.5"MIN.EMBEDMENT PER ARRAYTILT(`) 12 SCREW NUMBER OF FLOORS 2 ROOF2SPECS _ ROOF1-2X8 NOMINAL,160.G. RAFTERSIZE 2X8 TRUE -- ROOF2-2X8 TRUE,160.C. RAFTER SPAN: 1r-6" RAFTER sPaanG: 16• ROOF MATERIAL: COMPOSITE SHINGLE MOUNTING DETAIL ARRAY2SPECS SCALE: NTS NUMBER OF MODULES: 16 '.. TOTAL MOD.WEIGHT(lbs): 606A I, RACKING WEIGHT(lbs): 175.9 >.{1, 29'-8" ARRAY WEIGHT(lbs): 782,3 ARRAY AREA(sgft): 281 A ARRAY DEAD LOAD(Ibstsgft): 2.8 NUMBERR V-q LAYOUT AYO IT LOAD PER MOUNT(I E 52 1 6 I LF$I V CD C LOAD PER MOUNT(Ibs): 15 SCALE: 3/16"=V-0" ARRAY AZIMUTH(") 140 B ARRAYTILT(-) 27 B NUMBER OF FLOORS 1 NOTE: MODULES SHALL NOT BE GREATER THAN 8 INCHES ABOVE ROOF COVERING ----- -----�---. -�---- ----- svMeoL KEY: ------- RAIL _—____ RAFTERS ROOF FIRE CLEARANCE _—__—_ SIRING CONFIG. N STRUCTURAL —____ '_____ -__ ---- __—__. _____ UPGRADES ® SOLAR MODULE MOUNT SKYLIGHT CHIMNEY PLUMBING OR ROOF 2 ARRAY 2ZN OF ATTIC VENT C 217 dANYCE p ATTIC VENT AKKO �� CUSTOMER INFORMATION: SPENCER CML RONALD SWEETRA �pp�/ 2 LAYOUT NO.51861 1785 SALEM ST. RRK 1 �2 LA®lJ LJ ® f c/sT NORTH ANDOVER,MA 01845 ONAL 9786830526/#1342$50 -- �-� DESIGNED BY: REV#: DATE: PV-2.0 TUSHAR.K 1 0 1 1/12116 ..UNOFvItt iRG ac FRArvKtlN s.sUrtE 9,aOaxwNR.Cg.e+eoi Br.*USHARKNUtMNI D"m.luu,m.Swoow,�<<eio sv,Sneei S.xa.„x,� `HESE DRgwiNGS.sPEoFlean111.ANI DES-5 ARE IRE PROPERm SUNeEvIttNO.NO PARTSNu BE CCPIED OR USED FOR ON—ANI—E—El OTHER—TME 1-111—FORwNiCN n HAVEBEEN O—OPRw lUl CURI.—N OC ENT 1 2 3 1 4 1 5 ELECTRICAL KEY: INVERTER 1 SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS SOLAREDGE SE760OA-US (36)Hyundai HIS-M250RG(BK) 1L BREAKER RATED WATTS(EACH): 7600 SHORT CIRCUIT CURRENT(IBc): 8.7 ��. SWITCH AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(Voc): 37.4 Q. SCREW TERMINAL AC OPERATING CURRENT(A): 32 OPERATING CURRENT(IMP): 8.1 m FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 30.9 • SPLICE INVERTER EFFICIENCY: 0.975 MAX SERIES FUSE RATING: 15 '1111' EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 250 /77 CHASSIS GROUND INVERTER I INPUT SPECIFICATIONS PTC RATING: 222 --- GEC NOMINAL CURRENT PER STRING(Inom): 11.4,14.3 DESIGN CONDITIONS EGC NOMINAL VOLTAGE(Vnom): 350 HIGHEST 2%DB DESIGN TEMP("C): 32 MAX SYSTEM VOLTAGE(Vmax): 500 MIN.MEAN EXTREME ANNUAL DB("C): -18 A MAX CURRENT PER STRING(Imax): 15 A MAX INPUT CIRCUIT CURRENT(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)#BGEC (1)#8 GEC (1)#10 EGG (1)#10 EGG 3/4"EMT 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER AC DISCONNECT, SUPPLY SIDE CONNECTION WITH (N)SE760OA-US 60AMP, AC DISCONNECT, POLARIS BLOCK ORSIMILAR INVERTER W/INTEGRATED NON-FUSIBLE,C-H 60AMP,FUSIBLE 250VAC RATED UL LISTED AND DC DISCONNECTS APPROVED CONNECTOR OG222URB C-H,DG222NR8 --_--_ - 1 STRING OFa :METER S 40A FUSE PV 100A MAIN BREAK ER 16 MODULES \ -AC OPT.CURRENT=11.43A DC OUTPUT LOAD LINE LOAD LINE------- -- GES -- --- 1 STRING OF i 4- (E)LOADS B20 =INVERTER I r� (E)100A ITE MSP B OPT.CURRENT 14.29A I(E)LOADS 240V 2P 3-W 1� I� I wl �I _1- (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90"C TERMINAL RATINGS GEC IRREVERSIBLY SPLICED TO LOCATED ON ROOF EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C Inom=(20 x 25OW)/350V=14.3A CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 36 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 36 x 222(PTC WATTS)x 0.975=7792 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A RONALD A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A NOR SALEEMMT. SST. NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax"1.25=15A 9786830526/#1342850 CONDITIONS OF USE=Imax/Tcorr/Cfill =I SA/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 TUSHAR.K 1 0 1/12/16 SUNDEVRY INC,66 FRANKLINSTSUITE 6100-13,CASHK07 BV:NBNMKULKMNI O°I°:-L°mtlm:9uv°w-1]436505Vt Gh°N SIx°:11x1] THESE ORAWINOS,SPECIFICATIONS,AND DESIGNS ME THE PROPERTY OF SUNGI-TY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT WARNING ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 25.7 A RATEDMAX POWER POINA IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER T VOLTAGE(Vmp): 350 NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 10.9 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B B PLACE THIS LABEL AT P.O.C.TO SERVICE NEC 690.56(c) DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT SUBPANEL IF APPLICABLE)) DOWN IS INSTALLED WARNING PHOTOVOLTAIC SYSTEM EQUIPPED INVERTER OUTPUT CONNECTION WITH RAPID SHUTDOWN DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(D)(3) OUTSIDE LABELING OF SYSTEM COMPONENTS AND PLACE LABEL ON ALL EQUIPMENT CONTAINING METERS IS TO BE DONE IN A WAY SUITABLE FOR THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER ENVIRONMENT IN WHICH THE EQUIPMENT IS TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE INSTALLED.NO STICKERS ARE PERMITTED SOURCES. CAUTION C CONTAINS MULTIPLE POWER CUSTOMER INFORMATION: SOURCES RONALD SWEETRA 1785 SALEM ST. NOTE: NORTH ANDOVER,MA 01845 BACKGROUND AND LETTERING COLORS FOR 9786830526/#1342850 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV-4.0 TUSHAR.K 1 0 1/12/16 sUNOEvrtY IN.,ea FRANKLIN STSUITE]10 OANlAND,CA eaooT RY-TUIHARlUL NI 1-7 THESE DRAWINGS,SPECIFlC 113,AND I-INI ARE THE PROPERTY OF ZUNI-TY INC.NO PART SHALL BE COPED OR DIED FOR OR WITH ANY OTHER 11RI OTHER THIN THE SPECIFIC PFwECT FOR WHICH THEY NAVE BEE'DEVELOPED WITHOUT OUR WRITTEN corvIENT wx^rr.hhi-green.com(solar;en (Poly-crystalline Type Nominal ou[put Wnipp) W 2A5 250 255 \ Voltage at Pmax(Ympp) V 30.7 30.9 319 Current ac Pmax(lmPp! A 8.0 ell 82 Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company,The company employs more than 48,000 people,and has a global e\ Open drcuit voRage{Voc) V 373 37.4 37.6 leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is short dr<mt current nsc) A s.5 8.7 as committed to develop and invest heavily in the field of renewable energy.Hyundai Solar is the largest and the longest standing PV cell and Outputtolerance module manufacturer m South Korea.We have 600 MW of module production capacity and provide high-qualiry solar PV products to more than No.ofceik&connections PCI 60 in series 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more mod..Cvfl a 6•PorycryIS.3 z:mmn than 20 Million USD on innovative technologies. T-I,emun,ccy % 15.0 15.3 15.6 Temperature coef6ckntaf PmPP %1K {tA3 -9.A3 443 Temperature coefficient o(Voc %!K -0.32 -0.32 -032 Tempera eocceffid-tofisc %1K 0,948 O.MS 0.045 ",,rystallineType - - .- ---'...--- --------_._,__..-- Black-Black HIS-M24SRG(BK)I HiS-M25ORG(BK)I H&M255RG BK) • Mono-cryetallineType Mono-crystalline Type RG-Series les His-SMRG(BK)I H(S-S260RG(8K)I HG-S265RG(BK) - .. Nammal-POt iPmPP) w 255 2W 26S VokageatPmaxiVmpp) V 31.0 31.1 313 Current at Pmax tlmpPl A 82 84 B.5 998 mm(3929")(W)X 1,640 mm(6457)(L)X 35 Tim 038)(H) Opencircult-Ala (voc) V 378 37.9 381 Approx.17.2 kg(37.9 lbs) Shpnarcu¢curren101r) A 88 89 9.0 60 cells in series(6 x10 matrix)(Hyundai cell,Made in Korea) Output tolerance % 1310 No.of cells Scannell ons P. 601n series 4 mm'(I2AWG)cables with polarized weatherproof connectors, CeB type - 6'Morw-e+ytta1tine slkcan IEC certified(UL listed),Length 1.0 m(39.4) Module efficiency % 156 15.4 162 IP68,weatherproof,IEC certified(UL listed) Temperature caetfioent of Pmpp %7K x.45 -OAS -0.45 3 bypass diodes to prevent power decrease by partial shade Temperature coeifi<em ofvoc %1K -033 u33 -o33 Front:High transmission low-Iron tempered glass,2.8 mm(0.11 I Temperature coefficent of ix WK x.032 0A32 0.032 Encapstlant:EVA BackSheet:Weatherpmof film(Black color) XAjj ' Clearamodized aluminum alloyrype6063(Blackcolor) ` Module Diagram IN Curves •IEC 61215(Ed2)and IEC 61730 byVDE 1 I •UL listed(UL 1703)ClassC F.re Rating 1 •Output power tolerance+3lO% V \ II Advanced Mechanical eeh000 and ISO 14001200 Pal Passed -Advanced al Loa Tee Test(6000 Passed Passed OEC 61215) c uu 1 =� TTM ff /Mechanical Load Test(d016slfN)Passed(ULJ •Ammonia Corrosion Resis.anceT-Passed .IEC61701(Salt Mist Corrosion Test)Passed •'n`r`e1 I ` - ,_ •Delivered ready for connectionIL •IEC(UL)certifled and weatherproof connectors _ CL Integrated bypass diodes l st year 97% Installation Safety Guide 46-Cs 2 •After 2nd year 0.7%annual degradation _ •Only qualified personnel should install or perform maintenance. -4o-BSC 80.2%for 25 years •Be aware of dangerous high DC voltage. OC 1.000V SECY •Plcaserefer to the Hyundai Limited Warranty for more deta'Is. .Do not damage or cratch the rear surface of the module. DC60av(uu 15A -s Important Native on Wartanty • 1 -Do not handle or Install modules when they are wet anLis:.pPk vray Wthc farm i'. 1,11,nl, Ca Ltci'> � ff�� Sales&MxdtenngAHYUNDAg - Vya bam 2"'n,nyunda!Bldg.,75,yulgak+a Jongno-gu,S-1110-793,Korea HEAVY INDUST RIES 40C Telo+8zz7464517,7422,7563 Fax;+82-2-7A&7675 FEAVY INDUSTRIES :;&sv`rtraou� =€.iso_€�.' �vu,,•r.hhl-creen.cemr'scldr CER fi I F I C A TE OF COMPLIANCE Certificate Number 20141021-E325005 Appendix)Module installation Instruct-son(HIS-rd9xxxRF,HIS40x:xRG.Bis-SxxxRF,HIS-S x RG) Report Reference E325005-20131209 The installation methods which are described in Hyundai Heavy Industries installation Manual are Issue Date 2014-OCTOBER-21 covered by 2,400Pa Warranty. Method2440 Pa 5400 Pa Issued to: HYUNDAI HEAVY INDUSTRIES CO LTD T ♦ 1-5 EUMSEONG GUINOI-MYEON Bolting Long Bar CHUNGCHEONGBUK-DO 369-872 KOREA This is to certify that PHOTOVOLTAIC MODULES AND PANELS n n representative samples of "HiS-SxxxRF,HiS-MXXXRF,HiS-SxxxRG and HiS-MxxxRG Series with specific construction described in installation instructions compliant to Photovoltaic Module Fire L/4 Performance Type 1" ±loomm Have been investigated by UL in accordance with the r Lt2 Standard(s)indicated on this Certificate. Long Bar Clamping Standard(s)for Safety: UL 1703"Standard for Safety for Flat-Plate Photovoltaic Modules and Panels", ❑:Clamping area ( L ULC ORD/C1703-01"Flat-Plate Photovoltaic Modules and ❑:Additional Panels", support bar Clamping Area sU4 area LIS L/4 Additional Information: See the UL Online Certifications Directory at ❑:AdditionalLul,corn,da a asc for additional information Clamping area for slipping US<Clamping Area 5L/4 snow ±100mm Only those products bearing the UL Certification Marrs should be considered as being covered by UL's Certification and Follow-Up Service. L(2 S14 � Sj4 Look for the UL Certification Mark on the product. Short Bar S 5 li Clamping Area sSt4 L S/8s Clamping Area i—S/4 Note 1)The certified mounting method is bolting method by TOV Rheinland. 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests _ are based on lEC61215 ed-2. a... UL LLC Sales Office Page 754f 15 FsctorY 12th FI.,Hyundai Bldg_, 313,Soi-rd,Soi-myeon,Eumseong-gun, Page 1 of 1 75,Yuigok-ro,.langno-gu, ChungcheanghukAo 363$72,Korea Seoul 114-799,Korea SQ'a I'' Single Phase Inverters for North America S a r ,0h- ...n_�R-�. SF 0000A tit -S_71PPn US SE30ODA-US SE390DA-US SESOOOA-US SEGOOOA-US_SE76COA-US SEIOOOOA-US SE114COA-US b UTPUT SmlarEdge Single Phase Inverters morn a[ACP—Odt"_ or, 380, 50co GOcO 76001 4r. 10000_2a�V .1 t0 Yr. a�rao n P.11-1c�ettw a D 'D-v 1oS�sD4 p�.<fa8v, For North America sc aac 600 1240_ _VA_ - SE"3 n a n SE AC �v-�Jrlr ,�c 'S�S�",,� � �-,nrn ,_i c c�� , � Y v� - r ACF tD,v_Iraar; N.m.aa.:- r r r r r., n_US 211 D . r Jz760n JS r`J 11aG t S s'4' x rcF a_...y rvrn:Horn.M„�:- -Ea:Gastwi.htcouncry cm:.s, Gr,-6o sr .�_.. 125 16 1 O'v 2 5.... +,.... 18 . .,7.5 A 6F01 hr h.IC.. ti.. LRA,t to tnE„Is -t C n LCL n p Tl._sh-alas INPUT _— — ._ G..Pcwv.r -_� c1R9 b'S] 514Q v25_ 1504 SS35fr \V :`JSO. ., . -j---ed oPa .. .. ., ,. 61j�3Ra"' m 0 I p t c. 325 208V 1350 0 240V V& SV 18V +Uur.�� fitzx lnF.Q,rc��' ag 13 S O`WY 18 23 37 t1tr 34S Ade 1554 1k, q taax I p,Short Lirc a C-- ..-�. ,.. -.-. 45.... .... ...... ..... Adc.... \: five P VP.-. it .. ....... ......... - ........ ......... .......-. et d F 11 Q 600k._ i-rye tlaa mI CH _ - � 7 's qfi ya ry '7 & CCC111,,0D Etfi - .v 9? 5 Ep`GOV 75 375 _ SZS I240V 9 75 _ E _ h gam P 'L _ N r g ADDITIONAL FEATURES \. 5 pd f 6S3 Sz RS131,E h O6 �F r . F.vc .d_Da.x N51 C12A _ 00c2ra Fµr Sh ld -Fil C 14 �D lT_ n y iF h- E' ap h to l4d' 'Y STA(dDARD CO;lA 2llANC _ ULU.i 4.1.096,UL1998,SA-_..2 Gni r Frs - _..- Ft rl5 claw INSTAItATiON SPEC]FICATIDMS _ h iotP AWC 3.' 1 16 61Y 2 DC n4 idu,t !t&t -- - 'm 1 ig!16-6 AWG e 1 t�S.,kY45:125 D-/ 305x1 ,_. ;Sa S 13 -.:... 715x 115 60 nm _. - -. - - C.elinc &gura Ca+.vechan. andn.erw. ens Iwe �.Phu,2 ej =e. he best choice for SolarEdge enabled systems ,Nalzr ep5 <50-- -dBA-- e pe t}for NEC 2011690,11 compliance .. en _a ,.. Integrated arc fault protection{Tv ....... ..... -. 1..4-r_ Superior efficiency(98%) - "� .. _.__ - NEW:aF Small,lightweight and easy to install on provided bracket rare n. a - :��.r�.,..., ..... ....... .. ......... ...-..... ....... ........ Built-in module-level monitoring = Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage invertern.DCIAC conversion only Pre-assembled Safety Switch for faster installation -. $Optional-revenue grade data,ANSI 012.1 ._eP.. EMAUTHORIZATION TO DARK AUTHORIZATION TO DARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Product Utility Interactive Inverter Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Brand Name: SolarEd e Report.This authorization also applies to multiple Iistee model(s)identified on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 Report. (Option:followed by A to indicate Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Parry Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT Address: 6 Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bachar or Mr.MeirAdest Contact: Elaine Ouyang +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-4025t 135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13045 Gw- Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager 1 � us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IbiryryMtaAaMdYurodwatNMroi�fRFNw¢Ym¢awncAlMINaanhMlitloiaart,rimxkaaniltis&oaifIdnoorvtnoNus t Ma oinaof RNsN:c.oolwOaan9iwlryaNo¢mwomvGnNlll.oiInnnt[bd oi1n nNuk Ms aa soGAsrkbum¢ndtesab®nrodpo.vtollampbirtloliwvtyidpb¢yhtl i�opnAuyorRry uadattisnyht,ltobotwbNv'oarn tChoIN¢f nrNUtfiaseaiAhfUi¢aNnGoalrayiinamot4allomnaecrorrtw¢1br-etltavn,e-w¢n1.mlNnNmeNMn ooknaal$ynmIdn aiItmGs oGennt{oa.utmraoNr_ryal,.rrtrytla rtloa;kcsts.IanroatesRpaaan1s.tbGJeilymafimcMaagtilaoianobwrtGlmQar-k�o¢risan atl produC or¢emw da roliav¢ mv.Y lint bo approvedIn mNrl9 by IraoRok.InitlalF Asseasm¢nc aM Follow RR5¢rvicesam for No pury¢1INaswdng appmprlaro usageNNRIA3Niicabon mark in acc¢rdanwvtiN Ne agroomont,may arc rwt(nrtro puryosas of pratluNan puallty c¢no-ol a� wt N¢GiwR at Ndr obligvllonz.n Iris mvlma9. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue Not,2013101114 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 96315{!Jan-131 fl9anditory EQ 183.15 f1Jan-1J)Mambroy US F GftjyEm (Grj7�7-,6 - v -=a_tW, _n__r._ :. SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 2e,2014 Project No.G101703554 + 3-ph Inverters: SolarEdge Technologies Ltd email:meica@solaredge.com Meir AdeSt Ph:+972.9620 o SE9KUS/SElOKUS/SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- Soledge. 6 Ha'Harash St. x"which is part of kit SEl000-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 Dear Mr.Meir Adest, This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. 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 fallowing 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 ff Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek personal on 06117/2014. Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20",2014 Date: June 20 2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,000 is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10000A-US/ SE11400A-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 Pz9e 1 of 2 Tiffs mpat is(or Mo exalurarm as of IatoMk'P grant antl is pmvltlod Purswn[a iho a0roomon[batwon Imm�ak and Ifs Gwnt.INenaks rcponse:ity and Ilad[ty aro Ilmitatl m tlw tatmc artdw�Bor of the a0natman[Intortok aavun- liaNlly:o any party,aNer Manbtlm Cirantin acmrdarvawNlM1a aproomant,forany b.s.azponsa ar damapeottaalowd by Ne use at tM1is rcpart.OMy tM Gi A is au[M1o2otl m pcmvt copying or distnb tion of tMc mport antl peso only In IC on4roty.Any wo a(the Inlercak mom or aw at t6 marls kr No sale or woNxmon[of S Itmatedmstadal,pratluetar saniescote first W h1l:d in vrrN:y by ln[artak.Thootsrfa4ans and Vest rasWbUN!s report are ealasant atiY 1M1p san}slo fenad.TM1is apon brat-.clidooewt Imply that Vw matoeul,esodic or aorvim is or1hss over poen untlm an lnNnak mmfioEon yoStam. �. 3+':�` '_..` __• = Palle 2o(2 ,- solar S IC-I _ _ SolarEdge Power optimizer Module Add-On for North America SolarEdge Power Optimizer _ _ - ---__ -__ aa�c Pc¢¢ _r=a¢s _Ito.so«It moaol�I fro,�z�ss-ben moa�l<=t {mrm�+,N�fl��a�,l�st _ Module Add-On For North America INPUT _ _ Rated Input DC Povser- 360 ? d4Q 495 w -y Abscl e Ma tum Input .Mage 5 36 125 vdc 2t"t,=^ - ivy€.(` .,E;i, (Voc t = v00 ,- 'T 00 - J lowesttemperature)R ..... iY:PaT Op ening Range n-<& 3-30 12.5 105 .`d= - - - -- Ma-mum Short Circuit Current(se} SO Ade_ Maximum DC Input CurrentAdc .... j. ... .... ..... .gam rficeacv .. 995 .__ ... 0 .. �, '• WPig._d Efficiency O E olta c tag r4 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TOOPERATING INVER R) IsImi mOutput Current 15 _ Ads, "' MaX. QutPu[Vulta _ __ _._- __.85 l e OUTPUT DURING STANDS (POLaLt_R OPTIM1 ER DISCONNEC FROM INVERTER OR INVERTER OFFS $iCf4O to t Colt p Ro&er`1pi1 iter STANDARD COMPLIANCE KC-art7S Cl I Cb1060: IeCtr QG0 u 3 frtsEC6 0 �(class saf_tyl,UL.�_ HS .. .. -� - ynefit'1?�' INSTALLATION SPECT€3£<:AOhS _ -- _ fv9az mum Allowed Syst m valta 70GQ - - — _ 'dc -._._ P-ax-_sires -____. -_... _.0-5 _.. -_.___- 141x_i_x4..„f555x3,3a;15' nm?tn Di1ns�cns lvro x L H11& 152 27 5• fi x 15 351 12S x 152. m in i=a 5ser cis ,x5.97 _0£ 5x5°7.,137 z5�. •. Wsioht(indenting c bles) P-2 ries .. 95¢'21 ...., xas-5 series 770/1.7 930/2-05 930!2.05 gr 1 n Input Ccnnectar .. C4 Compathk .... Output Wire Type,.Connector _. Double Insulated,ArnphCnal __.,,_ _,_ _ tluio t=r ...r.in 0a>j3.0 1.2,'39 ra It.. - Operating Temperature -irre... .. -10 +c5%.t,0 ft SS ..... .. 'r . ` ,.. ... ....... ax ti- ger eS Fes"JE Protein-Rating MA4 gr;Ib ' .. - ....... ........ ...... ........ '.?,.x„-s series °o8;`Til e'MFOP ,rllb PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 209V THREE PHASE 480V ASOLAREOGEINVERTERi21 Nim-urr,Stn-,Length s e PV powerOpti€nazat€onatthe +dine-levell ria.memString Lennh s _o (Pewc Opu ..ersl .. ._ _.. UR to 2 m 5% ore energy - .. i9ax�mum Poteer pe:Str String 5250 6000 _... .11756 _.. tv'.... g Superior efficiency(99-5%) Parallel Strings o{7if e t en„hs Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or One tan-1 ....... ........ = Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module-leve)monitoring Module-level voltage shutdown for installer and firefighter safety I R 0 N R I D G E Roof Mount System - AUTHORIZATION TO MARK j This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) fi 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. ti Addre=ss: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Rhone. (800)227-9523 510)225-0973 Phone: (800)227-9523 ( FAX- (707j 459-1833 FAX: (707)459-1833 Email: yschwarc@ironddge_com Email: jnorsworthy@imnndge-om Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA _. Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager Er.CLASSIFIED r�o_ us 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 and proven in extreme environments. 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 847139-5667 Fax 312-283-1672 Strength Tested PE Certified UL Sub ect 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate \ g Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 V �\ All Components evaluated for Superior A� Pre-stamped 8ngineering letters Product: XR Rails with Integrated Grounding. v structural performance, �\y° available in most states. Brand Name: NIA Models: 51-61GD-005,51-61GD-005B,51-5000.001,and 51-65-001 Class A Fire Rating y��\= Design Software M \ Certified to maintain the fire resistance Online tool generates a complete bill of \\ rating of the existing roof. materials in minutes. \\\ Integrated Grounding \\ N 20 Year Warranty UL o\\\ module groundsysteming eliminates components. competitors.Twice the\ \ti compe torsrotection offered by V� 9 9 ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 EOloi(1111i.11111 IR0NRIQGE Integrated Grounding System Installation Overview Install Roof Attachments c Install appropriate roof flashing and/or standoff for roof type. Attach L-Feet to flashing or standoff_ Traditionally,solar modules are grounded by attaching T lugs,bolts or clips to the module frame,then connecting prepare Rail Connections these to a copper conductor that runs throughout they 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 Mount&Ground Rails grounding hardware,and it creates many parallel grounding paths throughout the array,providing Attach rails to L-Feet and level rails. greater safety for system owners. Grounding Mid Clamp Install one Grounding Lug per row of modules. Each Grounding Md Clamp pierces through the .Connect Grounding Lug to grounding Conductor. anodized matings of both the module frame and 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. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. Testing&Certification Module Frame Compatibility The IronRidge Integrated Grounding Cal System has been tested and certified to Dimension Range UL 2703 by intertek Group plc. A 31.Omm-51.Omm UL 2703 is a proposed UL standard B 5.08mm(minimum) .. for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices.It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and 3= mechanical connections over an extended The Grounding Clamp has proven robust in grounding 60 tali and period of time in extreme outdoor environments. 72-cell solar module frames w box construction and a range of s - anodizatlon thicknesses. The testing Process closes mirrors that All solar modules listed to UL 7703 and with frame construction �M� �\O �� Grounding Strap f of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding Straps are used to �"�� standard,including temperature and IronRidge Integrated Grounding System. bend rail-to-raff connections. Grounding Lug humidity cycling,electrical and mechanical They are only required on the Asingle Grounding Lug — roll with the grounding lug- load testing,and manufacturing quality _ connects an entire row of PV modules to the reviews. grounding conductor. T�! E0883 4-0C Starling Madison Lofquist, Inc. 5224 South 39*Street,Phoenix,Arizona 85040 tel:(602)438-2500 fax:(602)438-2505 www.smleng.com t V, IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I 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 XR 100 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: JCR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: .�-Flush Mount�(Symmetr�ical).Class A Fire Rated for Low Slope applications when using Type 1,2 We have analvzed 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 5"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCEISEI 7-10 Min.Design Loads for Buildings&Other Structures international Building Code 2012 Edition Models: 51-61GD-005,51-61GD-0058,51-5000-001 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount Other: AC4n,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: I ntertek Testing Services NA,Inc. 8431 Murphy Drive net area of 0.583 sq.in. The rails are used to support solar modules.typically,on the roof of a 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 training or attached to a stand that is screwed to the roof framing. The Test Report Number(s): I 101769343MID-001rl,101769343M[D-001a,101915978MID-001&101999492MID-001arl-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 structure. imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by- Chad Naggs Reviewed by. Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician 11,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: Signature; Date: 03/30/2015 Date: 03/30/2o15The effect of seismic loads(for all design categories A-F)have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore-the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4-5, &6 below for 7-27 degree slopes,and Tables 7.8&9 below for 28-45 degree slopes. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers h, GFT-0P-11a(24 MAR-2014) IronRidge June 16,2014 IronRidge June 16,N14 Mr.David F.Taggart Page 5 of 11 Mr.David F.Taggart Page 6 of 11 IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Table 4-MA 1%-zC R SPANS `es Roof Slope 7 t `Degrees- in Zone 1 T_tb!_ -l AWA A0 UN!SPA NS i r.c hc sl r_O .ape_to 27 Degreb 4=nd Zone XRm00 WindXRI-00 Wind Ground Snow Load Rall Speed Ground Snow Load Rag_ Speed Exposure mph 0 psf 1Q 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf 100 112 97 83 72 64 58 53 49 46 43 100 106 97 83 72 64 58 j 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 Category 130 112 97 83 72 64 58 53 49 46 43 Category 130 83 83 83 72 64 58 53 49 46 43 8 B 140 77 j 77 77 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 15Q 73 73 73 72 fi4 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 4fi 43 170 87 87 79 71 64 58 53 49 46 43 170 64 fi4 64 64 64 58 53 49 46 43 100 112 1 97 83 72 64 58 53 1 49 46 43 100 91 91 83 72 64 58 53 49 1 46 43 105 112 97 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 11Q 112 97 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 103 97 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 4fi 43 Category 130 96 95 82 72 64 58 53 49 46 43 Category 130 71 71 71 71 64 58 53 49 46 43 C C 140 66 66 66 66 64 58 53 49 46 43 140 89 89 80 71 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 150 62 62 62 62 i 62 58 53 49 46 43 160 79 79 76 69 63 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 84 83 72 64 58 53 49 46 43 105 108 97 83 72 64 5$ 53 49 46 43 $Q 80 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 77 77 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 120270 70 70 64 58 53 49 46 43 Category 130 88 88 80 71 64 58 53 49 46 43 CateDgory65 65 65 64 58 53 49 46 43 D 140 82 82 78 70 63 58 53 49 46 43 61 61 61 61 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 57 57 57 57 57 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 53 53 53 53 53 53 49 4fi 43 170 68 68 68 65 60 56 53 49 46 43 50 1 50 50 1 50 50 50 49 46 1 43 Notes-see page 11 Notes-seepage 1 t Starling Mattison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers 6- IronRidge June 7 o 4 IronRid=e June 16,2014 Mr,David F.Taggart Page 7 of 1If Mr.David F.Taggart Page I I of 11 IronRidge YRl00 Rail,Roof Flush Mounting System—Structural Analysis IronRidge XR100 Rail,Roof Flush flaunting System—Structural Analysis T: 'e 5-MI XI a UIVI SPANS(inches) Roof Slog to<`_Degrees-'T ,d Zone a ]Notes-Tabulated values are based on the following criteria: XK10= Wind Ground Snow Load I. Building mean roof height=30 ft Rai' Speed '_. Risk Category I Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=675 in sf psf sf sf sf sf sf sf sf 4. Provide'_in.clear between roof and rail 100 87 87 83 72 64 58 53 49 46 43 5. End cantilever span(max)=0.40 x maximum span from above tables 105 83 83 83 72 64 58 53 49 46 43 6, No rail splices in end spans 110 80 80 80 72 64 58 53 49 46 43 7_ No rail splices in middle 1/3 of interior spans 120 73 73 73 72 64 58 53 49 46 43 S. Single simple span(s). Spans listed in the tables above may be multiplied by 1,08 for Category 130 68 68 68 68 64 58 53 49 46 43 8 46 43 continuous rails of 3 or more spans. 140 63 63 63 63 63 58 53 49 150 59 i 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 A3 170 52 52 52 52 52 52 52 49 46 43 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 74 74 74 72 54 58 53 49 46 43 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 71 71 71 71 64 58 53 49 46 43 IronRidge and generally accepted standards of construction practice. Additional information is 110 68 68 68 68 64 58 53 49 46 43 available at the IronRidge web site,IronRidgc.com. Verification of PV Module capacity to support 120 62 62 62 62 62 58 53 49 46 A3 the loads associated with the given at-ray shall be the responsibility of the Contractor or Owner and Category 130 58 58 S8 58 58 58 53 49 46 43 not IronRidge or Starling Madison Lofquist. C 14Q 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 The adequacy of the supporting roof framing is to be determined by others. 170 44 44 44 44 44 44 44 4444 1 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 Please feel free to contact me at your convenience if you Have any questions. 110 62 62 62 62 62 58 53 49 46 43 - 120 57 57 57 57 57 57 53 49 46 43 Category Respectfully yours. D 130 53 53 53 53 53 53 53 49 46 43 p 140 49 49 49 49 49 49 49 49 46 43 5 150 46 46 46 46 46 46 46 46 A6 43 a TRES J o1 ter. wR,^Nc`R 160 43 43 43 43 43 43 43 43 43 43 ° GI1+1L 170 41 41 41 41 41 41 41 41 41 41 Tres Warner.P.E. No.4 32 Design Division 4lanager sF °z T`:SS OLAt refs Notes-see page 1 Ing Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Il- -7- E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions InstallationTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, ITEM DESCRIPTION QTY./BOX drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. ESll FLASHING,9"X I2'X.04D',5052,MILL t •QBLOCK,CLASSIC,A360.1 CAST AL MILL 1 PLUG,SEALING.5/16"X 7/8',EPDM/18-8 SS 1LAG SCREW,HEX HEAD,5116'x 5-1/2",18H35S I >b S WASHER,FENDER,5/16"IDX I-1/4"OD,18-BSSI 1 RACKING COMPONENTS NOTINCLUDED l ` Locate,choose,and mark centers of rafters to be Carefully lift composition roofshinglewlth roofing Insert flashing between 1st and 2nd course.Slide -' mounted.Select the courses of shingles where bar,just above placement of mount Remove nails up so top edge of flashing Is at least 3/4"higher Y mounts will be placed. as 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 lst course. Mark center for drilling. 2 P } 'i'/ Quick Mount PV TITLE: AVAILABLE IN MILL,AND QMSE-LAG:QMPV E-MOUNT / BRONZE ANODIZED FINISHES WITH LAG BOLT > �' SIZE DRAWN6Y: DFM REV 6 A DATE 9/29/2DI4 .w".,.m"au,".w.m,.,w,m"",awc.,.."""rverwwu,o. ""'w w,urroo"cw.xr..,a.0 ooxarsucc w�wxc *xe¢suc[occwu:.z set[..6 w[eHT.ove sNFFliori 5 4 3 2 Lag pull-out(withdrawal)capacities(Jbs)in typical lumber: Using drill with 7/32"bit drill pilot hole into roof Clean off anysawdust,and fill hole with sealant Slide the flashing into position.Insert the rubber Lag Bolt Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials, plug into the OBlock cavity. Do not use mount as a drill guide.Drill should be spesnw nrasnr sns•"hm+p"r 6•m,aad aopn, sno�,an na+-m,wa aaoln 'long style bit aka'aircmft extension bit'to drilla Do"sl",Fo-.Lawn so s3 z56 i IN"deep hole into rafter. Dou5laa F r s— .4fi 765 265 Enyuln r,nn Spruc Lod9apoa Pno lMSR 60Fnr1 t65018 H.-F, 43 fi36 212� {yf ®t • 4 Hom Fr INoNI)a .46 66 235 SoulmPna .55 821 3D7Sp, co Pna,Fr -42 615 Sp nw Pno Fr lE o'2m ion pa ra lig-groG dMSR and MEL) 56 ]AB 266 5our,o A-1—Wood Council,NDS 25o5,Table 11.2 A 11.32 A - - Notos: 1x Thread must be embedded lna rafter oroth—maurul roofm ber. 215ee NDSTable 115.1C forrequired edgedl,an . ` wickMountSlide the washer and theLfoot(not included)onto Using a 1/2 Inch socket on an Impact gun drive R F,Ea E T THE R n n p the lag screw, the lag screw until the QBIDCk stops rotating easily. DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 Locus Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY — — _ s10 —NORMSJR.ided LATS .= >1:MEMO INTERNET gaw `. `all: mIU v —A 4 ti. .. aa€x € ELECTRICAL SERVICE — INVERTERS) LGATE120 PV ARRAY DIMENSIONS .;JCKFT METER LOCUS ENERGY METER BASE COMM MODULE METER MODULE 6.95in The LGatie 123co3mbines a revenue grade.soli{state Cower mete with an advancedCCmrnn,,n-,8n-Dns ga;eway. These comoonents work n coniuriction to remorely mon-a he pe fo e r si tial solar energv T.-Ration _ 6.31 in -9 ndle s f Panel or inverter tvt:e h Lee 12c if aorre-li:"lececonroleteivur-rder glass meter which -talls easily using a standard • ket base.Performance cata is ur n ded in near real-time ;h_Locus Energy So arOS � monitoring platform which provides a_omit_ofteols and anol,il for os�emartinets, , � r, 5.46 in ~ -` 7.30 in DATA COLLECTION AC energy data Is collected by'he meter ana passed to he commum anon_module.Additional system uer`ermance data can be collected directly from mEteorol4Qlca!sensors and sucDarted inverters via available RS- or'.ahee cennect ons.All data is stared in non-volatile memory and then automatically uoleaded to une SoiarOS an,: SPECIFICATIONS _olarNO.platForms. P—esser ARM>amc1died CPU As,—sp ANSI 12..0(Class 0.25) OS Cuss rn arra,,,,0 Linux 26,OTA r,nrr--are uctloSes Virgo Inputs 120-480 VAC NETWORK CONNECTIVITY M.xn,p.y 126 MR RAM ...z._--l—t 200A The Communications oateway in de the_Gate 120 s,Pn t p1�and pay connectivityCtYty through u cellular G-.vailablF Clalsr CD s--, S lyre S-1- h— €0 H, _ocxerrp ee Ethernet network snne_Eon.Once the unit 1_:.idled and Powered on,It will immediately begin transni data without nv configuration.For maximum r_alLilit} the L0rrimuni e h ns gats ay will autto i._ails n7Ute unloads NEMA 3RTyon between the wireless and wired c nn�L hons if Jther o-the niotv.,orks are unarmlabie_ vral0nc 6 vs ANSI 12 claves62% .,Imola=lensG,95' 35, ,._ -KC Par:15S Cmiranrnen. -21".60C.all-rves,her PTCAE Warrarrty 5 year lim.._,,wa_ranty AT&T„aer_,tomplia;r FEATURES _ .v •ANSI C12.20 doe+er meter Easy,lore cost installation RS-485 and Zipnee poets Ceesn t require entrancC r to the building • GSNI Cellular Ethernet can -tvlty Plug and PI t- .4vahrrn cel - GEM Y v J OvAr he air firmware,:Odate_ LOO dls2aye Medlar:, Zia— E,I,e,aet RL-<s Icnoa Doc rs;a.,a Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp _ Application = Single meter position _ p • Receive ANSI C12.10 w chour meters _ _ � • Surface or flush mount(see chart) Construction 011 F-FlushMount 100-tt<" - (Ul204 MS6B-2"Conduit Hub to=rh' • Ring type 4 - (U}207 MS60A-MS73+MS68 2'D'=�'`" '� • NEMA Type 3R �� 4F=2' 1th° 114` 1" - •ANSI 61 gray E-coat finish 927 MS73 AL Screw Type Ring 4v=2rt- 2" 1M,- 1ia" x, +Aluminum snap ring included SF Top flush Mount To Provision See Chan SS-Stainless Steel p �0�... Standards Accessories UL414 Listed • 5th JavaKit-50365 +ANSI 012.7 200ATriplex Ground-ETB200 Knockout Layouts 011(closed) 0204(open) •AW Hub Parti cin lap Asap Sarviea eonn.ctians Fig.1Fig.2 Nember Number Hotmg Jaws Typo Aso— Line Load Nomrel 78205142000 017 125 4 10/300 OH/UG 914-210 #14-2/0 814-210 TopProvision Top Provision 78205142040 Oil 125 4 10l3W OH/UG #14-2/0 #14-2/0 #14-2/0 Li 78205142045 011 MS73 125 4 10/3W OH/UG #14-2/0 #14-210 814-2/0 78205142050 011 SF 125 4 10/3W OH/1-113 914-2/0 #14-2/0 814-2/0 78205144030 927 100 7 3014W OHJUG #14-110 #14-1/0 #14-210 78205156000 204 200 4 1013W OH #6-250MCM #6.250MCM #6-350MCM 78205156020 204E 200 4 101300 OH 46-250MCM #6-250MCM #6-350MCM 78205156030 204FMS73 ZQQ 4 10{300 OH 06-250N1CNi 06-250MCM 06-350MCN4 78205156040 204 MS68 200 4 10/3W OH #6-250MCM #6-25010CM 96-350MCN1 0 78205156035 204 MS68A 200 4 1013W OH #6-250MCM #6-250MCM #6-350MCM �- 79205108490 2114 MS73 200 4 1013W OH 46-250MCM #6-250MCM 16-350MCM 4F 78205156005 U204 200 4 10l3W UG #6-250MCN; #6-250MCN1 46-3517MCM 4F 4F 4p 78205156045 U21114 200 4 10l3W UG #6-250MCM #6-250MCM 86-350NICM 4F 78205156060 U204 FMS73 200 4 10/3W UG 16-250MCN4 #6.250MCM #6.350MCM 1A 'tom- :atm 78205156070 0204 MS73 200 4 1013W UG #6-250MCM #6-250MCM #6-350MCM a 78205156140 U207 200 7 30l4W OH/UG #6-250MCM #6-250MCNI 06-250MCM 4F 1A 78205156170 U207 200 7 30/4W UG #6-250MCM #6-250MCM #6.250MCM 78205156180 U2U7 MS73 200 7 3014W OH/UG 86-250MCM #6-250MCNi #6-250MCM Pan/UPC Catalog —13-11 Dimensions Tap Knockout Number Numbs, Height Width Depth Provision Loy— Fig.3 Fig,4 78205142000 011 12' 8" 4°!u" AW Hub flg 1 Top Provision 78205142040 071 F 12' 8' 412"max Fig.1 To Provision 78205742045 011 MS73 12° @" 4/n' AW Hubb Rp Fig. 78205142050 011 SF 12' 8' 4`/i 2"max KC Fig.1 78205144030 927 17" 8" 41/1- AW Hub Fig.1 78205156000 204 15" 8' Klr' AW Hub Fig.2 78205156020 204 F 15` 8" 6' 2"max KO Fig,2 78205156030 204 F MS73 15" @" "a' 2"max KO Fig,2 78205156040 204 MS68 15' @" 4e,/o' AW/2"Hub Fig.2 4F 0 78205156035 204 MS68A 15' B" 4`/r' AWr'2"Hub Fig.2 ' 78205108490 204 MS73 15" 8" 4e,/s' None Fig.2 -I 78205156005 U204 15" 12" 4r/r' None Fig.3 -- 78205156045 U204 F - 15' 12" 6` (2)2"max KO Fig.3 4G 4G 78205156060 U204 F MS73 15' 12" 6" None Fig.3 (=s?{== dN ` 78205156070 0204 MS73 15" 72' 4e,/u" None Fig.3 78205156140 U267 18" 12" 5" AW Hub Rg.4 AIC Nate: 78205158170 0297 F 18" 12' S' 2'1z'max KO fig.4 For shun emLit current 4G 100 4G iA 79205156180 U207 MS73 18" 12" 5" AW Hub Fig,4 ratings see Data 131. -® inn Data subject to change without notice,Consult local uttlity fora cectanca.All dimensions are m mhos. Data subject to charge without nonce.Consult ioc l utility far area acceptance.All dimensions are m inches. g3-8.ine L 5 Meter Mounting Equipment Meter Mounting Equipment 6 553 bysT• byF0T-111111 uacus ENERGY October 22 n',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 ------------ The Locus Energy Team Locus Energy,LLC —.locusenergy.com &mmowajea&-,X, 2V Kuaac�a Office of Consumer Affairs and Business Regulation �a 10 Park Plaza - Suite 5170 s; Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: LLC Expiration: 61712016 Tr# 251923 SKYLINE SOLAR, LLC. PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. Address Renewal _ Employment _ Lost Card DPS-CAI 0 50M-041-la-G101216 mat Office of Consumer Affairs&Business Regulation License or registration valid for individul use only e HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Registration: 172284 Type: Office of Consumer Affairs and Business Regulation Expiration: 61712016 LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 SKYLINE SOLAR,LLC, PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER,MA 02379 Undersecretary Not valid without signature Massachusetts Depa ment of Public Safety I ! Board of Building Regulations and Standards License: CS -02 7 Construction Supervisor PHILIP' JCHOUINARD is OAK ST. UNtT,'# ' V ASHLAND MA 0011 C&, Expiratiow Commissioner 1110912017 ip"", u"`�'JJ r Office of Consumer Affairs nd Business Regulation N. 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration, 172284 Type! Supplement Card SKYLINE SOLAR, LLC, Expiration 6/7t2016 PHILIP CHOUINARD 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 17CA 1 (5 20M W., I I , Y "A/v - h", rrZ �e W#' *Meg` I ( 40 lite NW, met or Consumer Affairs & Business Regulation ME IMPROVEMENT CONTRACTOR egistration: 172284 Type, Expiration: 6/7/2016 Supplement Card SKYLINE SOLAR, LLC, PHILIP CHOUINARD 139 GLENDALE AVE EDISON, NJ 08817 Undersecretary Update Address and return card. Mark reason for change. I Address [-] Renewal [—'I Employment j".-1 Lost Card License or registration valid for Individul use only before the expiration cIA119. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5 170 Boston, MA 02116 - W -Not valid "without signature