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Building Permit #1014-2016 - 46 HOLLY RIDGE ROAD 3/29/2016
/ { p1"Ito t o BUILDING PERMIT ° �1I � �� TOWN OF NORTH ANDOVER ° qi APPLICATION FOR PLAN EXAMINATION Permit NO: `1— ��p Date Received �SSAC H `��� Date Issued: I U IMP RTANT: Applicant must complete all items on this page LOCATION 46 Holly Ridge Rd. Print PROPERTY OWNER Paul W.Bodet 038-0251 Print MAP NO: 210 PARCEL: -0000 ZONING DISTRICT: Historic District yesno i O �ZSI 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 District ❑ Water/Sewer Installation of a safe and code compliant, grid tied PV solar system on and existing residential roof. Ir Identification Please Type or Print Clearly) I j OWNER: Name: Paul W. Bodet Phone: 617-953-8817 i i Address: 46 Holly Ridge Rd. 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.BULD/NG PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. 28,000 336.00 Total Project Co t: $ FEE: $ J Check No.: l Receipt No.: NOTE: Persons contracting wunregistered contractors do not have access to the guaranty fund 1. Signature of Agent/owner �41Signature of contractor r ca: i } � � t R NORTy q BUILDING PERMIT O �t>.eo ,6 {. TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION L 70 Permit No#: Date Received 74A�R.STEo gSSACHU`��� Date Issued: IMPORTANT: Applicant must complete all items on this page a _ r s t � Prmt .; -4, PROPERTYzOWNER fi` .� � ' `Pant 100 Year Structure ' yes no a PARCEL ZONING DISTRICT p�-�Histonc District "yeses no �Y Machme�SfiopVillageL2yes;. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑`Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ . . 771- o Septic ❑:UVelh ❑ Floodplain ❑Wetlantl -� WatersledPLlistnct DESCRIPTION OF WORK TO BE PERFORMED: i Identification- Please Type or Print Clearly OWNER: Name: Phone: Address Contractor,Name �u. P=hone r , it z .. ,a .• ..� ya.r�a , Addresses s g a, 4 �-. •,u �'" a^4 v a:- � ? � _' � -y+.G t �, } v A_-*� �� a Q` .t r. Super� i'sor's'Constrtaction LicenseExp Datef i Ate a..., '` �,�, t z ' ' � t4 •`�' u`.�,£ t +e }a` + m G � � "`' � �- s ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund iana �r of Aae /Qer Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e UI FORM PLANNING & DEVELOPMENT Reviewed On Signature' � g COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS 1 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes l Planning Board Decision: Comments Conservation Decision: Comments Wafter& Sewer Con nection/si nature& Date Driveway Permit a v DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp ®umpster on sit 'a yes � n©' 4 Located at 1x24.Main S reet�,. ';',•*i " -� Y� ;;, � r' '�& Fire Departmen sign tura/date h_ ``' •, - °µ `'u > `; COMMENTS 7a r i Dimension � Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL,: Movement of Meter location, mast or service drop requires approval of h Electrical Inspector Yes No I r DANGER ZONE LITERATURE: Yes No f MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine i ' I NOTES and DATA— (For department use) 4 I a I I l Y i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Suilding Permit Revised 2014 i I 3 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products 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 Copy Of Contract 4. Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4, 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 Per-mit-Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses { Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location ' s No. Date • TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ = '" Foundation Permit Fee $ a Other Permit Fee $ TOTAL $ Check 4. t %' s , .t 7 `Building Inspector F: NOOTM Townof _ Andover ' o h , ver, Mass, COCNICKl WICK y1' �1.9s RArED U BOARD OF HEALTH Food/Kitchen PERR T LD Septic System THIS CERTIFIES THAT ....V.�Aw�. BUILDING INSPECTOR . . . .. .. ... .... ...... .... .t?.. R� Foundation has permission to erect .......................... build' on ..... .. ........... .... /� Rough to be occupied as .. �.......... lt .....1!M!� ........�..... .d5......OW................ Chimney provided that the person accepting this permit shall in every respct 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ......... ...... ........ ... ..... ............................ Final BUIL I1T11SPECTOR GAS INSPECTOR Occupancy Permit Required to 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 Approved by the Building Inspector. Burner Street No. Smoke Det. sunGEVITT GENERATE POSITIVE` February 9, 2016 Subject: Structural Certification for.installation of Solar Panels Job* 2317397 Client: Bodet Address: 46 Holly Ridge Rd, 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 2x8 roof rafters spaced at 16" on center. The rafters are sloped at approximately 40 degrees and have a maximum projected horizontal span of 13'-4" at Array 1 and 12'-3" 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. OF Please feel free to contact me at (510) 496-4422 with any further questions or concerns regarding this project. AKIKO C, SPENCER N Sincerely, NOCVIL 51861 C/STERF� e � �lz sS�ONAL Janyce Spencer, PE �,u12� 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 WWW.sungevity.com i sunGEVITY' GENERATE POSITIVE" Structural Calculations for the Solar Panel Addition at The Bodet Residence .46 Holly Ridge Road, North Andover, MA 01845 OF �sgcy JANYCE G AKIKO v S CML PENCER N0. 51861 O IST F' lONAL Ems\ February 9, 2016 Date Signed 66 Franklin Street., Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com l CPOT client: Bodet Sheet No. S U f 1 G E V I T Y" sungevity#: 2317397 GENERATE POSITIVE` Date: 2/9/2016 1 GRAVITY LOADS Roof Angle = 40 degrees Composition Shingle 4 Plywood 2 2x8 Nominal Rafters @ 16 in o.c. 2.27 0 Vaulted Ceiling 0 Misc. 1.73 Total Dead Load (psf) = 10.00 Total Adjusted Dead Load (psf) = 13.05 Total Live Load (psf) = 20 (Rooflive load is not required in areas covered by Pl/array) Photovoltaic System (psf) 2.8 2.8 2.8 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) = 16 31 46 Wood Siding 3 2x4 Studs @ 16"o.c. 1.09 Q 5/8" Plywood 2 Insulation 1 X Gypsum Board 2.5 uj Misc. 0.41 Total Dead Load (psf) = 10 Gypsum Board 2.5 2x4 Studs @ 16"o.c. 1.09 Q Insulation 1 Gypsum Board 2.5 ? Misc. 0.91 Total Dead Load (psf) = 8 m client: Bodet Sheet No. S U n G E V I T Y' sungevity#: 2317397 GENERATE POSITIVE- Date: 2/9/2016 2 WIND CALCULATIONS Per ASCE 7-10 Components and Cladding Design Input: Risk Category= 11 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 = 54 ft Effective Wind Area = 17.5 ftz 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= -1 -1.2 -1.2 0.9. Wind Pressure p = qh-design*(GCp), (psf) = -9.14 -10.97 -10.97 8.23 Standoff Spacing in X-direction (ft) = 4 4 4 4 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 TributaryArea (ft2 = 10.8 10.8 10.8 10.8 Load at Standoffs (Ibs) _ -99 -119 -119 89 Maximum Standoff Uplift= -119 lbs Standoff Uplift Capacity= 732 lbs D/C = 0.163 Standoff Okay Fastener Capacity Check: Fastener= 5/16"diameter lag screw Number of Fasteners= 1 Min. Embedment Depth = 2.5 in Wood Species = Spruce Fir Pine Specific Gravity, G = 0.42 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 205 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 = 0.151 Fasteners Okay Client: BOdet Sheet No: 5 U f 1 G E V I T Y Sungevity#: 2317397 GENERATE POSITIVE- Date: 2/9/2016 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area (W) Weight (Ibs) Roof DL 13.05 2699 35,218 Z Ceiling DL 6 2699 16,194 ~ Exterior Walls 10 944 9,440 Assuming 8'-0"Wall Height �X Interior Walls 8 944 7,552 Assuming W-0"Wall Height Total Existing Weight of Building = 68,404 Weight of PV System Weight(psf) Area (fl?) Weight (lbs) PV 2.8543 1,519 a Total Weight of PV System = 1,519 Comparison Check 10% of Existing Weight of Building (Allowed) = 6,840 lbs Total Weight of PV System (Actual) = 1,519 lbs % Increase = 2.2 % Seismic Upgrade is Not Necessary Client: Bodet Sheet No. CPO- S U n +G E V I T Y" Sungevity#: 2317397 GENERATE POSITIVE- Date: 2/9/2016 4 Snow Loads Per ASCE 7-10, Chapter 7 Sloped Roof Snow Loads, ps Roof Angle = 40 degrees ps = Cs pt= Cs (0.7) Ce Ct Is p9 Equations 7.4-1 and 7.3-1 CS = 1.000 Figure 7-2a Ce= 0.9 Table 7-2 Ct= 1.0 Table 7-3 Is= 1.0 Table_1.5-2 Pg = 50.0 psf Ground Snow Load ps = 31.5 psf Overall Sloped Length:19`9 1/8" U 12 10.07[ 1'3" I T 6" 1 _ 2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 447 @ 14'6 1/2" 2231(3.50") Passed(20%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(lbs) 404 @ 2'1/16" 1126 Passed(36%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Moment(Ft-lbs) 1441 @ 8'1" 1521 Passed(95%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.711 @ 7'113/4" 0.858 Passed(L/289) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 1.135 @ 7'11 13/16" 1 1.144 Passed(L/181) 1.0 D+1.0 S(Alt Spans) Member Pitch:10.07/12 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 3'13/16"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. . 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" 186 26 338 -149 550/-149 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 164 37 283 1 -168 484/-168 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-mow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 14'9" 16" 10.0 - 31.5 Roof 2-Uniform(PSF) 0 to 10" 16" - 20.0 - Roof 3-Uniform(PSF) 13'3"to 14'9" 16" 20.0 Roof 4-Point(lb) 11101, N/A - - 5-Point(lb) 3'11" N/A 31 -99 6-Point(lb) 6' N/A - - 7-Point(lb) 8111, N/A 31 -99 8-Point(lb) 10'2" N/A - - 9-Point(lb) 12'3" N/A 31 -119 /^� Weyerhaeuser Totes 1 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 Forte Software Operator Job Notes 2/9/2016 9:46:22 AM Janyce Spencer Bodet Residence Forte v5.0, Design Engine:V6.4.0.40 Sungevity 46 Holly Ridge Road BODET —1.4TE (510)496-4422 North Andover,MA 01845 Overall Sloped Length:19'9 1/8" i .0 0 u 12 n 10.07 1'3• 13'6" 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) 433 @ 14'6 1/2" 2231(3.50") Passed(19%) 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(lbs) 408 @ 2'1/16" 1126 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1411 @ 7'11 7/8" 1521 Passed(93%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC . Live Load Defl.(in) 0.711 @ 7'113/4" 0.858 Passed(L/289) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 1.121 @ 7'113/4" 1.144 Passed(L/184) 1.0 D+1.0 S(Alt Spans) Member Pitch:10.07/12 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 3'7 5/8"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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Wind Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 200 26 338 -212 564/-212 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 149 37 283 -105 469/-105 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 14'9" 16" 10.0 - 31.5 - Roof 2-Uniform(PSF) 0 to 10" 16" - 20.0 - Roof 3-Uniform(PSF) 13'3"to 14'9" 16" - 20.0 Roof 4-Point(lb) 11101, N/A 31 - - - -119 5-Point(Ib) 3'11" N/A - - 6-Point(lb) 6' N/A 31 - . - -99 7-Point(lb) 8'1" N/A - - 8-Point(lb) 10'2" N/A 31 -99 9-Point(lb) 12'3" 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 JSpencer Forte Software Operator Job Notes 2/9/2016 9:46:49 AM Janyce Spencer Bodet Residence Forte v5.0, Design Engine:V6.4.0.40 Sungevity 45 Holly Ridge Road BODET —1.4TE (510)496-4422 Norlh Andover,MA 01845 Overall Sloped Length:18'4 3/16" o n 12 „ 10.02Eli .. II. I 1'3' i - 12'5" 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) 576 @ 1'4 3/4" 2913(3.50") Passed(20%) 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(lbs) 440 @ 2'1/16" 1126 Passed(39%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1360 @ 7'4 1/16" 1521 Passed(89%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.165 @ 0 : 0.200 Passed(2L/264) -- 1.0 D+1.0 W(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.902 @ 7'4 5/8" 1.050 Passed(L/210) 1:0 D+1.0 S(Alt Spans) Member Pitch:10.07/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:.LL(0.2").and.TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 5/8"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. 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" 260 45 315 -298 620/-298 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 162 100 260 -118 522/-118 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 13'8" 16" 10.0 - 31.5 Roof 2-Uniform(PSF) 0 to 10" 16 - 20.0 - Roof 3-Uniform(PSF) 9'1"to 13'8" 16" - 20.0 - - Roof - 4-Point(Ib) 11101, N/A 46 - - -119 5-Point(lb) 3'11 N/A 46 -99 6-Point(lb) 6' N/A 46 -99 7-Point(lb) 8'1" N/A 46 -99 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. �l 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 Forte Software Operator Job Notes 2/9/2016 9:45:33 AM Janyce Spencer Bodet Residence Forte v5.0, Design Engine:V6.4.0.40 Sungevay 46 Holly Ridge Road BODET —1.4TE (510j 496-4422 North Andover.MA.01845 - Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract IPaul W. Bodet (print name) am the owner of the property located at address: 46 Holly Ridge Rd. 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: 2/15/15 Sign Name: Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC - 13VH0613060 Connecticut Office 121 A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 1 2 3 4 5 PHOTOVOLTAIC SYSTEMSHEETINDEX I } PV0.0 COVER AND SITE PIAN \ PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0-PV2.1 ARRAY LAYOUT AC/DC kW STC: 7.012kW\7.905kW / PV3.0 LINE DIAGRAM I PV4.0 LABELS EQUIPMENT: t A PV MODULES: (31)Trina Solar TSM-255 PD05.05 HOLLY RIDGE ROAD 'I A KEY. INVERTER(S): (1)SolarEdge SE760OA-US FUSIBLE AC DISCONNECT&(E)MSP �l --'— PROPERTY LINE— INSIDE BASEMENT --- CONDUIT RUN O INVERTER DRIVEWAY O SUBPANEL SCOPE OF WORK: `II -� FENCE Q DC DISCONNECT ` FIRE CLEARANCE Q AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT 1' GRID-TIED SOLAR PV SYSTEM ON AN EXISTING tl STRUCTURAL UPGRADES I']I]JUNCTION BOX RESIDENTIAL ROOF TOP. Q SOLAR MODULE ❑' MONITORING UNIT INV I Q MAIN SERVICE PANEL 0 COMBINER BOX UTILITY METER O ROOF MPM PG �., I ❑""" PV METER OBSTRUCTION APPLICABLE CODES: i 2014 NEC DRIVEWAY `i 2009 INTERNATIONAL CODES WITH MA AMENDMENTS N { LL O B CONTRACTOR INFORMATION: B _ SKYLINE SOLAR NORTHBOROUGH 35 MILL STREET CENTRAL MARLBOROUGH,MA 01752 y1 O AR ROOF 1 JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF 1600 OSGOOD ST. c c ROOF MOUNTED CONDUIT,TVP. NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: JJ FOR INSTALLER USE ONLY '-.- POST INSTALL SUNEYES REQUIRED? YES I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: PAUL W BODET 46 HOLLY RIDGE RD NORTH ANDOVER,MA 01845 SITE PLAN N (617)953-8817/#2317397 SCALE: 3/32"=V-0" - DESIGNED BY: REV#: DATE: PV-0.0 MMORALES 1 0 1 2/8/16 BuxGEVRY INC.IS FRANR...TSUITE31U0AxUND,CA.S. B,MMORALES Deh.—U-1bn BOEn-2317387 VIS 1SKe_11.17 THESEDMWINGS.SPECIFICAnONS,AND DESIGNS ARE THE PRCPERWOF SUxGEVIry NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OMERWORR OTHER THAN THE SPECIFIC FRIIECT FOR WHH:N THEY HAVE BEEN DEVELOPED WITHOUT OUR WPITTEN CONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. Nl.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 EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE 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 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 N11.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. 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 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 PAUL W BODET LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 46 HOLLY RIDGE RD BOLTS. NORTH ANDOVER,MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (617)953-8817/#2317397 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 MMORALES 1 0 1 2/8/16 SUNGE-PIC.56 FRANIUI ST SUITE 310 OA14AND.CA SA117 By:MMORALES Oats.Lamtrom.BOEet-331-7 SVI I-Slxe:11.17 THESEDM NGS.SPECIFIC'ONS.ANDDESIONSARETEPROKIR OFSUNGEN lI .NO PART SHALL BE COPIED OR USED FOR ORwITH ANY OTHER WORN OMER iIAN TIE SPECIFIC PROIECT FOR WHICH THEY IAVE BEEN DEYELOPED-OUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (3 1)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 .. MODULE LENGTH: 64,95 ( ! MODULE WIDTH: 39.05 ! ROOF I SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN' 3' 4 1 ( I ( I ! ) I I RAFTER SPACING: 16" ROOF MATERIAL: COMPOSITE SHINGLE AIR 'SPEC3 oil, - 1 ! C - - NUMBER OF MODULES: 23 .:. I -- i `; �.. G -� '..d (. - .. .. TOTAL MOD.WEIGHT(Ibs): - 943 A - t RACKING WEIGHT(Ibs): 161 ARRAY WEIGHT(lbs): 1104 I j ( I ) I -) --� I ( ( �, } ARRAY AREA LOAD 405.1 i C ? .( _ ARRAY DEAD LOAD(Ibs/sqN): 2.7 -- NUMBER OF MOUNTS: 47 _ -'1'7 - F LOAD PER MOUNT(lbs): 23.5 1 I ( I ( ..... ... ARRAYAZIM'TH(°) 140 . .--- •..., ARRAY NUMBER OF FLOORS 2 l 32,-9" 14, RRAY 1 LAYOUT .... .. .. 1 SCALE: 3/16 =1,-0„ B _ B NOTE: MODULES SHALL NOT BE GREATER THAN 8 SYMBOL KEY: INCHES ABOVE ROOF COVERING RAIL . ..:.... .. .... RAFTERS ROOF FIRE CLEARANCE ... 0- STRING CONFIG. —— STRUCTURAL UPGRADES SOLAR MODULE Q SOLAR MODULE ® MOUNT ;.fix ..... ..... .. .. ® SKYLIGHT IRONRIDGE XR10 ..,. .. - :. ® CHIMNEY L-FOOT '" -"` '�. OF ' ATTICVENTR OMSE-LAG SHINGLE `F�' Cy -- - C G ATTIC VENT COMPOSITE SHINGLE AKIKO CUSTOMER INFORMATION: 5" X 5/16"-LAG �, SPENCER w 2.5"MIN.EMBEDMENT PER - SCREW - -- - N0)C51861 PAUL W BODET g Ap O 46 HOLLY RIDGE RD 2X8 NOMINAL,16 O.C.- /STERNORTH ANDOVER,MA 01845 SSIONAL ' . (617)953-8817/#2317397 MOUNTING DETAIL 2 DESIGNED BY: REV#: DATE: PV-2.0 MMORALES 1 0 2/8/16 SUNOEVITY INC.B FRANKLIN ST SUITE 310 ONKLAND,CA 9x607 By:MMORALES L-11- 2117397 SVI Shen Size:1-7 THESE ORAWINOS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEITY 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 MODULE SPECIFICATIONS (31)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 ( - ROOF 2 SPECS RAFTER SIZE: 2X8 NOMINAL 1 RAFTER SPAN: 12'-3" ( ( - RAFTER SPACING:1 16" E ( ( I ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 2 SPECS NUMBER OF MODULES: 8 A TOTAL MOD.WEIGHT(Ibs): 328 A - ( I I ( ( ( I RACKING WEIGHT(Ibs): 61.5 ( ARRAY WEIGHT(lbs): 389.5 ' -i I i-- I ARRAY AREA(sgfl): 140.9 ARRAY DEAD LOAD(lbs/sgfl): 2.8 ( ( l ( I ( I I NUMBER OF MOUNTS: 18 MOUNT(Ihs): 21.6 ARRAY AZIMUTH(°) 75 I i ARRAY TILT(°) 40 I NUMBER OF FLOORS 2 1 { 1 8' 16'-4" (D��RRMAY 2 LAYOUT ... SCALE: 3/16"=V-0" B - .. B NOTE: MODULES SHALL NOT BE GREATER THAN 8 INCHES ABOVE ROOF COVERING SYMBOL KEY: RAIL -- RAFTERS ROOF FIRE CLEARANCE (D -- ,..,6) STRING CONFIG. STRUCTURAL- UPGRADES SOLAR MODULE --- 0 SOLAR MODULE ® MOUNT ® SKYLIGHT IRONRIDGE XR10 - y'' ® CHIMNEY L-FOOT ,.r' `N OF dl4y` ATT CPLU VENT NG OR QMSE-LAG SHINGLE - �' 'GC, e ^ - C AkIYI,E O ATTIC VENT COMPOSITE SHINGLE AKIKO 5" X 5/16"-LAG SPENCER CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER CML SCREW - _ NO, 51561 PAUL'W BODET 2X8 NOMINAL,16 O.C. C g'p. �O 46 HOLLY RIDGE RD - -�- ��I`F/STE� NORTH ANDOVER,MA 01845 /ONAL '\ (617)953-8817/#2317397 MOUNTING DETAIL 2 SCALE: NTS DESIGNED BY: REV#: DATE: PV-2.1 .. MMORALES 0 2/8/16 SUNG—INC.66FRAHRLIN ST SUITE filo OAKLAND.C11117 BY.MMORALESD — .e.,:Bdl-2 eISize.11x17 THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUHGENTYINC.10 PART SHALL BE COPIEO OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROTECT FOR WHICH THEY HAVE BEE'—ELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS 1L BREAKER (31)Tnna Solar TSM-255 PD05.05 SHORT CIRCUIT CURRENT(ISC): 8.88 �— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 Qe SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 m FUSE OPERATING VOLTAGE(VMP): 30.5 • SPLICE MAX SERIES FUSE RATING. 15 = EARTH GROUND STC RATING: 255 TT/ CHASSIS GROUND PTC RATING: 232 ——— GEC DESIGN CONDITIONS EGC HIGHEST 2%OB DESIGN TEMP MIN.MEAN EXTREME ANNUAL OB(°C): -18 A INVERTER 1 SPECIFICATIONS A SOLAREDGE SE760OA-US RATED WATTS(EACH): 7600 AC OPERATING VOLTAGE(V): 240 AC OPERATING CURRENT(A): 32 NUMBER OF MPPT CHANNELS 0 INVERTER EFFICIENCY: 0.975 INTEGRATED DC DISCONNECT INVERTER 1 INPUT SPECIFICATIONS NOMINAL CURRENT PER STRING(Inom): 10.9,11.7 (3)#B THWN-2 (3)#8 THAIW2 (3)#8 THWN-2 (3)#6 THWN-2 NOMINAL VOLTAGE(Vnom): 350 (4)#10 PV-Wire (4)#10THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#8 GEC MAX SYSTEM VOLTAGE(Vmax): 500 (1)#1OEGC (1)#10EGC 314'EMT 3/4'EMT 3/4'EMT 3/4'EMT FREE AIR 314'EMT MAX CURRENT PER STRING(Imax): is JL.A MAX INPUT CIRCUIT CURRENT(Imax): 30 (N)SE760OA-US AC DISCONNECT, SUPPLYPOLPRSSBDECON LOCKOR SIMILAR ITH INVERTER W/INTEGRATED 60AMP, —AC RATED UL LISTED AND DC DISCONNECT S NON-FUSIBLE,C-H AC Discanneci APPROVED CONNECTOR DG222URS 6OAmp,Fusible 1 STRING OF Fm 1 LOCUS 40A FUSE 200A MAIN BREAKER 15 MODULES -AC METER - OPT_CURRENT=1093A DCS OUTPUT -- = LOAD LINE LOAD LINE ------ ____ _______ —___ _______ 1 STRING OF MPPT 2 Cl MODULES �. '...:(E)PT.CURRENT=11.66A INVERTER (E)200A Siemens MSP 2a0v TP 3-w t� I I WI (1F APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH WC TERMINAL RATINGS DEC IRREVERSIBLY SPLICED TO LOCATED ON ROOF EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22'C 31 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 31 x 232(PTC WATTS)x 0.975=7012 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18"C PAUL W BODET 200 x 1.2=240 ROOFTOP AMBIENT TEMP(Tcorr):54"C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A 240-200(MCB)=40A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 46 HOLLY RIDGE RD MAX ALLOWABLE AC PV BREAKER=40A NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax*1.25=15A (617)953-8817/#2317397 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.O MMORALES 1 0 1 2/8/16 SUNOEVItt INC.66 FRANKUH ST SUITE 310 OARLAND.CA BC607 BY.MIORNDS Dme'.__Loretlon:BOEa-2317397 SVt Sh-BI—11,17 THESE DRAWINGS.SPECIFICATIONS,AND DESIGNS ARE TIE PROPERTYOF SUNGEVITY INC.10 PARTSHALL BE COPIED OR USED FOR ORMTH ANY OTHER WORK OTHER TITAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEE'oEVELOPED 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 ELECTRIC SHOCK HAZARD WARNING RATED MAX POWER POINT CURRENT(Imp): 22.6 A IF A GROUND FAULT IS INDICATED, RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS PHOTOVOLTAIC POWER MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11.1 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 PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL SUBPANEL IF APPLICABLE)) WARNING NOTE: OUTSIDE LABELING OF SYSTEM COMPONENTS AND INVERTER OUTPUT CONNECTION METERS IS TO BE DONE IN A WAY SUITABLE FOR THE DO NOT RELOCATE THIS ENVIRONMENT IN WHICH THE EQUIPMENT IS OVERCURRENT DEVICE INSTALLED.NO STICKERS ARE PERMITTED. NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION G CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: PAUL W BODET 46 HOLLY RIDGE RD NOTE: 01845 BACKGROUND AND LETTERING COLORS FOR NORTH ANDOVER, SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (617)953-8817/#231177 39977 PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV_4.0 MMORALES 1 0 2/8/16 SDNGEMRY INC,11 FRp Ul ST SUITE 310 OA—D.CA RIGID B,MMOI—ES Dme,-Lontlon:BO 131T3STSV1Sn Size:11R17 THESE DRAWINGS.SPECIFICATIONS.AHD DESIGNS ARE THE PROPERTY OF SONGEVITYI NC.10 PART SHALL BE COPIED OR USED FOR 01 WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT t -� THE Universal MODULE Mono Multi Solutions Universal PRODUCTPOWERRANGE ?ELECTRICAL DATA(STC) SM005 2o-26, ekPWasPf WPI 245 250 255 260 265 PD05 250265W OIpI0-3 TSM'-PD05.05 245260W P (VI 29.9 303' 8THE 82 831 8.50 86Maximum Pwr Curent lm(A) 8.20 - I L1 ,e DIMENSIONS OF PV MODULE Op CTcyt Val+age-Vac vi 3]8 38.0 381, 38.2 38.3 �ODYY� _ 3 ,Sh iCl tC. 'nY.lrc(AI 8]5 8]9 .. 8.88 9.00 9.10 -._. 94T M tl l Effi Y9^(°AI y ]So 153 156 y. 15.9 I 16.2 ' rlrwcaoncencvre W..,na�a5x ralu Frt 6090.1 L roa once 000 omnt loo '^aun y ' - _,��❑�1t❑�� � � .. e`rar•x�° nr °s � ELECTRICAL DATA(N 'OCi) P P (WPI 182 { 186 ' 190 1934' 197 27 3M P V IY9 V.(V) 6 290 281 28.3 28.4 PDO505 Md P C sl (A) 659 �"665 114 4 69360 CELL IOP C tV Y V (VL 35.1 352 353 35. 5 70]MULTICRYSTALLINE MODULE 'P005.08 ShiCl If CurtI (A) 7.10 ]I) ].2] Z35 No o.1 We Wl- 2e—C,w. 1m7. I 245-265W __ PDOS MECHANICAL DATA o.s w�ips POWER OUTPUT RANGE i Our most versatile product ^. ^ 156.isd 61 ne i •Corn patible with all major BOS components and system Ic R 1 ..I tf•y Y'l de5lgns M tl Ia dlmemlan 11650.992 35mm(6495 3905x13]inchesl 16.2/Q 1000V UL/I000V IEC certified ee klvew as Weight 19.6 kg(4nbl Gloss 13.2'mm(0.13 inchesl.High Transmisson AR Coated Tempered Glass MAXIMUM EFFICIENCY -- 1 Bock:neer - - Whne(PD050005.08):81-k(PD05.05)-- Frame ) Wer citlAt I tum Alley(PD05)BI ktPD05.088PD05.051 One of the industry's most trusted modulesJ.Bp P sa P6 d 1+���w...fff Field proven performance a I ]mi ed t Cables 1'PM1 to It T h gycoble4.0mm f0006 aches'). J/ .... 1 1000-139.371-h.sl .. . POSITIVE POWER TOLERANCE C 1 epnne=rocMCI comPaube i Highly reliable due to stringent quality control •Over 30 in-house tests(UV,TC.Ii F,and many more) - I-V CURVES OF PV MODULE(260W) a leading globO man fa IJfer ° TEMPERATURE RATINGS MAXIMUM RATINGS of n i e e ti.n an tar r:ac i •In house testing goes well beyond certification requirements � r g N I IOP 11 gC II Opm fl I1 p fun,�.40-,85•C f t A H -Inca ..�' •PID resistant- -/ - - ` le p (OCII `'44°C('2°C Cat3a!at I: 11 V Y parte Y - - - — T t.. C M P Lt Ifi/° {t V System 1000V CrtCO 1—L.CCOSS WIIh1acC - )1e p t e ( t t 4° C ! '1 Iflg DC(IUCI tPSen/-e'Cra tl th&gl.bo Ann i5 .—_ _ 9 - Te p 1 C fB 1 tV ei 032 /°C M 5 I FuseR tl �ISA Oale toOay.c excepianOliefti F - - �- }Te P ralu Coeffl I 1 EIc 005°5/°C ___...._ _.. to each SfOn I' OCh rr arket --'--.q ( -... .. l.. .-- nt Certified to withstand challenging environmental d st. E3 rr: 1 au ralobtenro!..cts In the backing I conditions of Lfrnc as a St..ng.L,ankablc '2300 Po wind load Doe WARRANTY poline,ate are commlHed — •5400 no snow load .o m m ... 10 year Prodeet Workmanship Warranty to building Stfcie9ic,rnutually (-25 Y—Unee.,Power wanann, D.11 c6loaofat on with - N - z.li s.dev Oa a,diltribua,, .. ro areae roc dereosl and other P.tr`6f 491 le CERTIFICATION - P ackb no of sh :!success in ... drlvYngsmartE-rbF Tpgather. LINEAR PERFORMANCE WARRANTY ,Et ;CES ®r• PACKAGING CONFIGURATION - -10 Yew Product Warranty-25 Year linear Power Warranty �- M d 1 per 30 pieces Is no color Ur Itadrw-1 ® 'M d I E Wwwtnnasala:cam �Ieox ad P41;.eke t� p 4o�PPntP�er-a4ople�e.�� I e dMlanotvPto - - - ._ ..._ _. e rya mhl0a solar ciao P ! arwonantP '�inmsolar !_ t _ Ywinasolar ea THEPRo otos merlmre. 9 core,°e.n �moer e�edea omrmmrne mmeeoewmow come. Sman Energy Together _ reo� la ---_ 20 n Sman F,nergy Together -- - - 13 ,,e>�.,n- 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 for UL listed fire performance products only as the below table: 2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT, CHANGZHOU,JIANGSU 213031 CHINA, Module model" Specific construction Marking TSM-xxxPD05, ..Superstrate:. 3.2-4.36mm thick; Module Fire .. This is to certifythat PHOTOVOLTAIC MODULES AND PANELS.WITH TSM-xxxPD05.08 EVA: rate:. ..30 thick. Performance: Substrate::. 0.30 mm � 0.69 mm Type 1 representative samples of -SYSTEM VOLTAGE RATINGS:OVER 600 VOLTS thick; Refer to addendum page for Models Frame: Cross sectional dimension: 35 x 35mm, ... ... .... ... Height:: 35mm. .. Have been investigated by UL in accordance with the Thickness: 1:5mm Standard(s)indicated.on this Certificate. TSM-xxx PD05 Superstrate: 3.2-4.36mm thick; Mo u e Fire TSM-xxxPD05 -0 5,1 EVA 0.25-0.61mm thick; Performance: standard s)for Safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPDoS.U8 Substrate; 0.289 mm - 0.30 mm Type 2 ( Y Y thick; Modules and Panels and ULC ORD/C1703-01-Flat-Plate Frame: Photovoltaic Modules and Panels. Cross sectional dimension: 35 Additional Information: See the UL Online Certifications Directoryat x 35mm, Height: 35mm, www.ul.com/database for additional information Thickness: 1.5mm TSM-"xxxPD14, Superstrate: 3.2-4.36mm:thick; Module Fire TSM-xxxPD14:08 EVAN 0.25-0.65mm thick; Performance: Only those products bearing the UL Listing Mark forthe 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:0&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: 3.2-4.3n`mm 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: 40mm, - .. Thickness: 1.8mm. c�e,Kam"oma m, u� a / �rAc uj UL LLC u«c lg UL UL uL ..P.«« ,UPPP,,, ).—Y monma«" 4 ",P« I• Page 1 of 4 - Page 3 of 4 - - solar=oo Single Phase Inverters for NorthAmerica solar _ SE3000A-US/SE380OA-US/:SE5000A-US/SE6000A-US/ o Xo :. SE760OA-US/SE1000OA-US/SEI1400A-US I SE3000A-US sE3awA-US sE500oA-t15 SE600DA-US SE]600A-US I SE10000A-US SE114GOA-US OUTPUT 9980(d 208V SolarEdge Single Phase Inverters o Nominal AC Poyer output 3000 38 1 5000 6000 7600 10000_�240V. 11400 VA . .... ... 5400 @ 208V 10800 @ 208V North ry�p 'M ACP O tp't' 3300 4150 5!45o '400V.....6000 A350 10950@208V..., 12000 VA For North Arn2fIC8 AC Output Voltage Mm Nom Maxut 183 208 229 vac ,,.. J J SE3000A-US/S.E3:SOOA-US/SE5000A-US LSE6000A-US/ ........... ...... ' .. .. .AGO tp tV l(ge Mn Nom-M J -_�- ✓ ' - J J J SE760OA-US/SE10:000A-US J SE1140OA-US z.. 240 64 Vac ACf q yMln Nom Max.0 { 593 60 6051 th hll co try ItiP57 60 6058 11 . Max Continuous Output Current 12.5 16- 24 208V I 25 32 I 4 @ Zv I 47 5 A ............ . u znov ... 4z @.;zno ..: v ""^—-. GF01 Threshold _ 1 A .. ` - Utility Moraof ng Islanding Protection,Country Configurable Thresholds Ves Yez INPUT _ e' '' r +x - axrml DC Po er ISTCI 4050 511x) 6750 R700�10250 13500 15350 W Y Transfprmer 1255,Un rounded c {k.$ ...... .. ....................500 ..... ......... ( •4 1(Jatl>o" - Noris DC Input Voltage 325 @ 208V/350'@ 240V �'..y�ax°" ........... ... .. .. ff .. 16 5 @ 208V 33 @ 208V... Mdx.InPut CurreN 95 l 13 ...I 155 @,240V,) ,. 18 ,,, 23 .(..30.5(aa z40V.I......345 Adc ..... .... III - 'Ma%Input ShorlC tt 45 Adc .. 'i Reverse-Polar[Y p t ti ... ....... .. .... ........ .. ..Y2 ... ............. .... .. ... ... .. ...... ... ..: -. ... ... ................ .... '1 G ..F It1 h Detection.... ........ ...... ........600ku Sensitivity. .. ............... .. h1- I t Effi y 97 7 98 2 98 3 9a 3 98 98 9A 'S .. ...... ••. 97• •. ..•........••.975@208V• ..• 970'1 CEC Weighted Effi- Y 97 S 98- JR @ 240V„ 97;5,,., ,11, 208V 597 5. % i s Ni ghrodde Power Consumption •• ADDITIONAL FkXTURES -- _...i 'x ' Supported Commwi caoon Inlerf ..... ..........RS485;85232,Eihern t Z 8B (oPhonal(........ ... + r 3 Re G d D't AN51 C321 Opnr ER p d Sh td n NEC 2014 690 12- Fun<t onal ty enabled h ,6 1 Edge rand shutdown k[s nstalled ______L STANDARD COMPLIANCE ......... .... .. .... .... .... .... ............ .... Safety UL1741,UL1699B,UL1998,CSA 22:2 i Gr d Connection Spa[dards IEEE1547 Em zs�ons FCC par[1 IssO INSTALLATION SPECIFICATIONS AC Ori[Put condu tste/AWG range 3/4 m 'm/166AWG 3/4"mnrmum/8-3 AWG' OC input duty size f5tnngs/ "'mn '2 t •, 3strings/12l' .. ....•. .. ...... g ,.r 6AWG 125 *.. . Dinners[—with S@fp[V Sw tch..•• . ......• •• •...•.••. 305 125 10.5/ I,,/ - .. ..(H%VJ%O). ....... .... ....... .. .........''..30.5'.x.. x 7.2/775 x 315 x 184....................... /75„315.260 mm.... Wershl.with Safety Sw tch.......................512/23,2,,,.,.,,..,1,... „547/24.7.,,. ,. .,,_,..,,__884%401........,_,tb/kg_,. _ - /� Natural ection - - Cooling Natural Convection - - and internal Fans(user replaceable) .. - tan Ids The best choice for SolarEdge enabled systems: 1 ....... ........... .. .... .MPaSe nisi..... . ....... .... R Y No se.. ...... ..<25.................... .. <Sp........ ... .... dBA.... Integrated arc fault'protection p' Mm.-Ma,...pera ng Temperature' p {Type 1)For NEC 201169031 compliance A }.............................. onr t 13 to+140j 25 to+60(40 to♦60 vers on availabler) -'F/'C Superior efficiency(9B%) _ ,gang"....... .. ... ......... .... ......... ........ .. .. ......._......._.. .... ... ... ... ....... .; .. - ..- -.t P t [nRtiB ........... .... ...NEMA3R.. j Small,lightweight'and easy to install on provided bracket .. ' 6; �. .....a<...... ...... 8H<,. Ybe usetl.rhe mwr-s,w lAmr rrinp.r<urrennorhew Zrt staretl Built-in module-level monitoring � � - � � �<;aee im<re P/riaf,.,.n�uSowNNNx 9w rrmwmr«,<rsfvsroa�uxro NNazl. Internet connection through Ethernet or Wireless na iaNmawr<.x�Ym cMaffow No-sl. . - - °'0 .un PM:Sfau^4LSn00 Va lbr�Lomvhvertcr$f)hN,4U5003NNV4) Outdoor.and indoor installation.... .... .. .... .. Fixed voltage inverter,OC/AC conversion only Pre-assembled Safety Switch for faster installation' Optional—revenue grade data,ANSI C12.1 USA-GERMANY-irALY-FRANCE-JARAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge'.us AUTHORIZATION TO MARK Q 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 Certification Agreement and Listing Brand Name: SolarEd e Report. This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing -7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 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: SolatEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT Address: 6.Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bachar or Contact: Elaine:Ouyang Mr.Meir Adest -- +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-40251135-7023-5852 - - - - FAX: +972 9,957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaiine.ouyang@jabil.com Party t Issuing To Apply Mark: Same d,Manufacturer Report Issuing Office: 'Cortland,NY 13045 Cw- Control Number: 4004590 Authorized by: .for Thomas J.Patterson,Certification Manager - E1� US «o Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This AuMoriaouon b Mark is br tho artlusiw use of In—W.Cllont and is p—IdW Dors...to MeC Mftagon aero—IW—.nIn.—pnd IhC..IModek's msponwN*and liobillty aro Ii -fo t" terms IM 111011,of Me agrooment.Intertokamumoam lbbllky to arty pally.other than b tM 0-in acwrdance—Mo egme ,larany loss,--org,occpsbnad -- -- -" by Ma use of Mrs AMrorizafbn b Mark.C N IM Gim,t hla;mm cDpy!ng a dhb!t ,of ttv a Nark aM Men oniy m Ib edirety.Use d IMedek's Cere6cadon restr'Yed ro tho coMkbns laid out In d a9roam and in Mis ANMriaahon to Mark.A,ry fudher use of the l...knam w Me sale or atlwlTsemenf dMe tastedml.product ae service must lirstbeapplavedin ftgbylModak.Inidol Factory Assaasmenb oM Follaxu06ervicee are for Me Wrposedoswdn9 apPropriafe usag�dMe CeNfication mark-in accordance with Ma - agreemant May are net br the purposes d poduction quality conerol oM do rol rolieva tM Client d Mar olwgawns m Mh ro,x,d. Intertek Testing Services NA Inc. 545 East Algonquin Road,Allington 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 16998,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection:-Issue No.2,2013/01114 CSA TIL M-07,Interim Certification Requirements,for Photovoltaic(PV)DC Arc-Fault.Protection-Issue .. No.1,2013/03/11 ATM Issued:13-Nov-2014 - ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001 a Page 4 of 8 ATM for Report 3188027CRT-001 a- Page 2 of 8 - ED16.3.15(tJan-1J)MaMatory - - ED 163.15(1Jarv13)Marda[ory 3933 US Route 11 Cortlan Telephone: ne:(13045 Telephone:(607)753-6711 Facsimile: (607)756-9891 Y,iawY.intertek.com SolarEdge Technologies Ltd :Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 - June 20th,2014 Project No.G101703554 '3-ph Inverters: .. Mr.MeirAdest Ph +972.9.957.6620 o. SE9KUS/SE10KUS/SE20KUSwhen 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 Safely Switch where xxxxx-xxis 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 Thisietter 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 Reportdoes 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 personal on 06/17/2014. 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=5OO,ddd=600;eee=700. o Pxxx,PM,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[SE380OA-US/SESOOOA-US/SE6000A-US/SE760OA-US/SE1000OA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Paged oft Thin ropoM1 is for the exGusivo use of ImarNKs Cllod aM is provitlatl pdrsuem b Ina a®eemeM betxoen Intertek oM W Giant:IMertok's rmponsibiliry and IlaWlity era-Isd to Ne teems and coMillom doe agreement.Intertek assumes ero llaGliN to anY peMomer ltmn to the Gienl in ocwrdarce with Ma ogreemerR,br arty bss,expeine ar damage ..IomdEy the,ae of this rapod.GhN Ute Giont is aNigr2ed to pemkl mpyi,q W Ohtdpdion of th'n ropW1 antl Non oMy in in'errereN.A^Y�IN d,e Idedek rums or and IN iR meka br Ne sale or adve2sertent of the tesbtl rtmRrLsl,Woduct or service rtwd first bo epprovM In writing M INertek.The oMercdlrorls aM lest results in Nh rel»M1 are relavaM oNy tlfe sample tested.Ttvs. repoM1 by itxxdoes rot Imply Ind gg malarial,Wodud or service is or has ovor boon unhr an IModek urMration Wogram. Fags 2of2 Intertek InteYfek Ilrteriek Intertek lnterttk Inicvtek Intenek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative Intertek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative _ solar • 0 0 L1 solar=oo SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405. SolarEdge Power Optimizer �, ----.:-----__...._---------___....._......._..._...........:___..__._.._._.._.__... _ _ _ 9400 P405 6P<Il d 1 I } I Ib]2&96 II d k I (for thin film mod,lxs) Module Add-On For North America INPUT Rated Input DC Powers ,,,,„ ,,„ 300 b00 ....405 ••.., ... ,.,W P300 / P400 / P405 Absolute Ma um lnptt Voltage Q 48 "80 125 Vdc IV oc at lowest temper to e)_,.• „ o MPPT Operating Range,..,,,_ 8 48m.„- ,,,, „•:8:80..............•, ,•12,5 105. •..Vdc M zlmum Short Grcuit Current(Ise) 10 Adc .. ........................................ ................................ .... .... .........-....... Maximum DC Input Current,,,-.,•,___.••-...,.•_,.,....,,, 12.5 Atic ..................... .......................................................................................................... Maximum Efficiency 99.5 .. .. ..... ................. .... ..... .... .................... .......................... ..... .... We ghted ETb iencY.... ..... .....98:8................. ... ..... .........._. a--' ......Categ .... ... ... .............. ..... OUTPUT Category R OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO-OP RATINPINVERTER) Maxmum Output Current.,,,... ... •• ,,, 15••, ,,,,, ...,,,,,,, Adc .. .. ... .. ........ .......... .. .. ... Maximum Output Voltage. 60 85 Vic OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ safety-0 STANDARD COMPLIANCE e, EMC „ ,,, ,,,,, „FCC Part15 Class 0,IFC61000 6 2 IEC63000 6 3 • Safety _ — IEC62309 1(class II safety),UL1741 ,— 5 °' ROHS Yes I NSTALLATION SPECIFICATIONS u; x' e/ Maximum Allowed System Voltage _ 1000 Vdc 1{ .. ........ .. ...... ... .... .. .... ... .. ........ ......... .... .. Pxxx-2 senes 141 x212 x 40.5/5.55 x1.59 mm/in Dimensions(W x Lx H) 128 x152x 27.5/ 128x 152 x 35/ 128x 152 x 48./ Pxxx-5 series mm/In 5:x 597 x 108 - 5 x 5.97 x 1,37 5 x 5;97 x.1:89 ..... ...... .. ........... .... .... .... .. ... ..... .... .. ... Weight Including cables) Pxxx-2 senes 950/2 1 fir/Ib; ..._. .sc .... .. .. ................................. s .._,,,, 770/.1.7.,, .....�.. ..,,930/205 „......,, ,930/205 .. ,grJlb„ Connettor. ..........................................MC4 CoinpafiW.................................................... Output,Wire Type J;Connector Double Insula[etl�Amphenol Outp tW re Length... ... ......Q:95./.... -.. �... ................ 12/39...... .... W/ft.... .. Operating Temperature Rana -40 ♦85/40 x185 C..F Pxxx 2 senes ... ,IP65/lVE MA4.................. Protection Rating ... .. ... .. .. ........... Pzxx-5 ser es - - IP68/NEMA6P r/lb b.. . I.. 0 100....... ......... ....... ........I....?"..... - _ �^nmasrc now.,or mo„om e.moao«.Pr�n sw Powe�o:�nrParowza. PV SYSTEM.DESIGN USING A SOLAREDGE INVERTER('I SINGLE PHASE THREE PHASE 208V THREE PHASE 480V .., _ .. .. .... .. .. Minimum String Length - (Power Opttmrters) ................. . .. .. ... 8 70 18 PV power opti.miza#ion at the module-level _ Maximum String Length 25 25 50 —Up to 25%more energy i ,(PpweLOpnm,ze s), ..... ............. .. -... ..i.............6000...... .......... ... .......... ........ 111 ........ Maximum Power per String - 5250 12750 I W { - Superior efficiency(99.5%) - - - Parallel Strings of Differ'e'nt Lengths Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - or Orientations .. ,,,,, ,,,... „„,., ......... „, ......... Flexible system design for maximum space utilization d 1m5 e r-ro/Pa ir/P6on/P>m- ,1111.9 Fast installation with a single bolt,, - Next generation maintenance with module-level monitoring . Module-level voltage shutdown for installer and firefighter safety - s USA - GERMANY - ITALY - FRANCE - IAPAN” CHINA - ISRAEL - AUSTRALIA WWW:solaredge-.US /ld IRONRIDGE Roof Mount System AUTHORIZATION TO MARK .� This authorizes the application o/the Certification Mark(s)shown below to the.models descnbed,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. " J 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. ' Address: 1495 Zephyr Ave Address: 1435 Baechtel Road _ ---w Hayward,CA 94544 Willits,CA 95490 . 7 y. T Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy 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@ironridge.com - - - ---.e„.,--. Party Authorized.To Apply Mark:- Same as Manufacturer '`. - Report Issuing Office: Lake Forest,CA c0.�-�pJti.1-��-r Control Number: 4007559 Authorized by: rte" ,. for Thomas J.Patterson,.Certification Manager ESL CIASSISM G�5 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 limitaeNo� nt ro,aa,=ee ea o wee amwamwtnaaenAxotlonagmem ,a^axa o e vnfeemtnetarms arq wne+lona ohne agreement.hte ex assames rw aafrty toem v y,.—Nan.-CXe,rtnas«°ens--ag aamem.m,a lose ei,pense«°ameae oc�voncd and proven in extreme environments. by es�at^saagmr,aa,�,NA .-1, e1d6l.m;«,. .n -n-1ymi.—y��«l KacaMr��maMe rmre:N ro th mreltims hN mR n Ne a3,ecrcmr arq in ma AWprw�rr,N A+aM.My(urtlrer use aNe Intertek coma fM Ne sak«aeueNsemenl^INe IeaIM material,gmeW a mrvice must first°e aepweemN+Rhp Whterlek.IntelFeaory Assessmmbant Eaeowu0.111sare..vN nrt.1t aassun,p aperoMate usage al Ne@rtfislun rrreMraccmearve wiN Ne agreement, Our.rigorous approach has led to unique structural features,such as.curved rails and reinforced flashings;and Nay a,°nniterNaa„nae:ag�a^alAneealraonnnlane�„ot,elleweme��nntat�.owganen®mNlera=,� 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 847439-5667 Fax 312-2811672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All components evaluated for superior Pre-stamped engineering letters Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October4,2010 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 51-65-001 Class A Fire Rating Design Software Certified to maintain the Lireresistance ® Online tool.generates a complete bill of _. rating of the existing root, materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 'page 1 of 3 ATM Issued:10-Nov-2014 En 16315(1Jan-1J)Abneemry 0 IR0NRIDGE Integrated Grounding System installation overview Install Roof Attachments Simplified Grounding Install appropriate roof flashing and/or standoff for roof type. i For Greater Safety&Lower Cost • Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching lugs,bolts or clips to the module frame,then connecting _ Prepare Rail Connections these to a copper conductor that runs throughout the array.This process adds time and cost to the installation, Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding,creating self-drilling screw. significant long-term safety risks. Slide second rail over splice,then secure with opposite end of The Iron Ridge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules directly to the mounting rails.This approach eliminatesseparate 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. \ r Each Grounding Mid Clamp pierces through the anodized matings 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. Rol 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. IF/ I Testing&Certification o � The IronRidge Integrated Grounding Cal Module Frame Compatibility K System has been tested and certified to Dimension _ Range_ UL 2703 by Intertek Group plc.. „ q31.0mm-51 0mm t c' B 5.08mm(minimum) ,� < •- - 4.. - � ', t UL 2703 is a proposed UL standard r, for evaluating solar module mounting Any module frames whose parameters are not listed in the - •.__" and clamping devices.it ensures these provided table nave not been tested for compatibility. devices will maintain strong electrical and f 3 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and - 72-cell solar module frames with box construction and a range of environments. anodization thicknesses. 2 The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strap f o 9 P of UC 1703,the Solar module testing within the parameters stated above are compatible with the Grounding Straps are used to. standard,includin tem temperature and bond ran-to-rad connections Grounding Lug g p IronRidge:Integrated Grounding System. They are only required on me humidity cycling,electrical and mechanical connects an entire row 9. 9 quality - O Go to ironridge:com/ig rail with the grounding lug. load testing,and manufacturin ualit of PV modules to the.. -reviews. grounding conductor. i/da 8431 Murphy Drive S.NA_ Middleton,W1 53562.USAStarling Madison Lofquist, Inc. Telephdne:608.836.4400 Consutting Slrucrura1. acrd .forensicFacsimile: 608.831.9279 __ _ r r_._.-' _ w intertek.Com -5224 South 39'Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:.(602)438-2500 fax:(602)438-2505 www.smieng.com IronRidge June 16,2014. In the basis of the tests undertaken,the sample(s)ofthe below product have.been.found to comply with the requirements of 1495 Zephyr Ave - Page 1.of 1.1. the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc: Atte:_Mr.David F,Taggart,Vice President Products 1495 Zephyr Ave: Hayward,CA 94544 Subject: IronRidge XRt00 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. - Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: - -Flush Mount(Sym .Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the .IronRidge XR.100 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 applicablesections ofthe following Reference Documents- module frame ocuments:moduleframe and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: .. 51-61GD-005,51-61GD-0058,51-5000-001 and 51-65-001 California Building Code 2013 Edition. - Brand Name: IronRidge Roof Mount Other- AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards:: UL 2703(Section 15.2:and 15.3)Standard for Safety Mounting Systems,Mounting Devices; - Modules,dated Effective November 1,2012. by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010.Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR 100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a Verification Issuing Office: IntertekTesting 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 building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either Middleton,WI 53562 - - Date of Tests: 08/27/2014 to 03/17/2015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The Test Report Number(s): 101769343MID-OOlrl,101769343MID-001a,101915978MID-001&101999492MID-001arl-crl. rails are mounted across:the slope with a.small clearance(flushmounting)to the underlyingroof 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 llie underlying roof structure. Imply product certification. - e . 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 ofthe,rails is governed by either the mid-span flexural stresses or the Title: Technician II,Fire.Resistance Title: Engineering:Team Lead,Fire Resistance - deflection requirement that the rail_not come into contact with the roof. Signature: �"y�' - Signature: ;may L�"�' '�`x'1�—'—' � - Signature: Date: 03/3o/zb15 - - The effect of seismic loads(for all design categories A-F)-have.been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables.4,5, &6 below for 7-27 degree slopes,and Tables 7;8&9 below for 28-45 degree slopes. This Ver'ificohi isfor the exclusive useof lnterrek's client andi,pmvidedpurs ort to the ogreement between lntertek andit,Client.lntertek',responsibilityardimbilify;ar limited torte terms and conditions of the agree r.lntertek assumes nc'licbility to any patty,other than to the Client in bccordonce with the agreement,for any loss,expense or damage. oned by the use ofthisVerification.Only the Client is authorized1.permit copying ordistribution ofthis Verification.Anvuse ofthe lntertek name a tone cfits .rksf.r the sole or advertisement of the testedmatedW,pneductor—ke'mustfrst be opprovedin wrong by lntensk.:The.obs .tions and testlinspection results Starling Madison LofgtliSt,Inc. Consulting Structural and Forensic Engineers: refene ,this Verification are relevant only to the sample testedlinspetted.This Verification bylt,,If doesnot imply Wet the material,product,ors—ice is or hos ever been under on lntertek certification program. GFT-OP-1 la(24-MAR-2014) IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 8 of l I Mr.David F.Taggart Page 9 of l l IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flusli 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 XR100 Wind XR100 Wind - Rail Speed Ground Snow Load Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90. Exposure mph 0 psf. 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf psf psf psf psf psf psf Psf osf 100 107 98 84 75 67 61 56 52 49 146 100 107 : :98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107:. :96 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 CateBgory 130 96 91 80 72 66 61 56 52 49. 46 CateBgory 130. 94 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 87 1 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 .'83 82 74. 67 62 58 55 52 49 46 160:. 78 78 :74.- 67 62 58 .. 55 52 49 46 170 79 79 72 66 61 .57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 - 93 81 --73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 1 110 94 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 120 87 87 77 1 70 65 60 56 52 49 46 CateCgory 130 85 84 75 68 63 59 : 56 1 52 49 46 CateCgory. 130 81 81 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55" 52 49 46 140 76 76 72 66 : 62 58 55 52 49 46 150 76 76 70 65 60 57 53 -51 49 46 150 71 71 70 65 ..60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160: 67 67 67 63 1 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 1 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 '—Y.. 130 801681 80 72 66 61 58 54 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 140 !668 70 64 60 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 67 62 58 -55 52 50- 48 46 150 66 66 66 62 58 55 52 50 48 46 160 65 60 57 54 51 49 47 45 160 62 62 62 60 55 54 51 49 47 45 170 62 58 55 52 50 48 46 44 170 59 59 . 59 58 55 52 50 1 48 46 44 Notes-see page I I Notes-see page 1 I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison.Lofquist,Inc. __ _ _Consulting Structural and Forensic Engineers 8_ -9- IronRidge June 16,20 14 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I 1 Mr.David F.Taggart Page I 1 of 11 IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XRI00 Rail',Roof Flush Mounting System-Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes Tabulated values are based on the following criteria: XRI00 Wind .Ground Snow Load 1. Building mean roof height=30 11 Rail Speed 2. Risk Category I Exposure mph 0 psf -10 20 30 40 50 60 70 80 90 -- 3. Solar module long dimension=67.5 in sf psf psf psf Psf PSI PSI 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 51 56 52 49 46 6. No rail splices in end spalls 120 101 94 82 74 67 61 56 52 49 46 7. No rail splices in middle 1/3 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 P160 78. 78 74. 67 62 58 .55: 52 49 46 170 74 .74. 72 .66 61 57... 54 51 49 45 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the"IronRidge Roof Mount installation Manual" by 105 98 93 81 73 67 61 56 52 49 46 IronRidge and generallyaccepted standards of construction. practice. Additional information is 110 - 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site,IronRidge.com. Verification of PV Module.capacity to support 120 87 87 77 70 65 60 56 52 49 46 the loads associated with the given array shall.be the responsibility of the Contractor or Owner and Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or:Starling Madison Lofquist. C 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 - 53 51 49 46 160 67 67 67 63 59 55 52: 50 48 46 The adequacy of the supporting roof framing is to be determined by others. 17054 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 51 56 52 49 46 Please feel free to contact me at your convenience if you have any questions. 110 87 87 1 77 70 65 60 - 56 52 49 46 120 81 81 75 68 1 63 1 59 - 55 52 49 46 Cat D ory 130 75 75 72 66 61 58 54 52 49 46 ' Respectfully yours, vY ° 140 70 70 70 M 60 56 53 1 51 48 46 s 150 66 66 66 62 58 55 52 50 48 46 h +&s TR S J. cyc I_ WARNCR 160 62 62 62 60 57 54 51 49 47 45 0 CIVIL y 170 59 59 59 58 55 52 50 48 1 46 44 Tres Warner,P.E. No.49432 Design Division Manager4Felq-rcaFo Notes—see page I 1 -- SFS-70NAL ELLr' I i 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers ._ Starling Madison Lofquist,Inc. ... ..Consulting Structural and Forensic Engineers -to_ t t 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 IND DESCRIPTION on./Box drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. I FLASHING,9"X 12"X.040',5052,MILL I - - -2 OBLOCK,CLASSIC.A360.1 CAST AL MILL I 3 PLUG,SEALING,S/16 X 778",EPDM/18-8 SS 1 4 LAG SCREW,HEX HEAD,5/16"x5-1/7'.18-8 SS 1 5. WASHER,FENDER,5/161DX 1-1/4"OD,IB-8S$ 1 '0 RACKING COMPONENTS - a. 'a V .. NOT INCLUDED 7 '"�� t_•,,,''� Locate,choose,and mark centers of rafters to be Carefully liftcomposition roofshingle with 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 �.0 mounts will be placed. as required.See"Proper Flashing Placement'.on than the drip edge of the 3rd course and lower d 5.0 next page. Bashing edge is above the drip edge of 1st course. Mark center for drilling. 2 .. r'' Quick Mount PV +. o t TITLE: JR: ' • _ 7/ ivv QMSE-LAG:QMPV E-MOUNT AVAILABLE IN MILL,AND WITH LAG BOLT BRONZE ANODIZED FINISHES - ;. FssOrxFxve5F5xFCFFo SIZE DRAWNin: DFM REV n A Dale 81 vMle 1 $ " -1 olI t,f, - * ^. X05 4 3 2 1 11 •?•' tK'3N Using drill with 7/32"bit,drill pilot hole into roofClean offany sawdust,and fill hole with sealant Slide the Bashing 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 081ock cavity. Do not use mount as a drill guide.Drill should be ,.dm cov:p - oa.a•rh—dopy, 'long style bit:alosaircraft extension bit'to drill a - Dwnme F,.Lerch so — ]ss — -- zfifi 1N"deep hole into rafter. D-1.F,.Saar .a6 - ]os - -nS E,-—,SP ice.LalyeFlole Plne(MSR 165J 6 h�,Fm) .06 706 2.15 f r E 636 212- k ate" H FrI dh) .46 'O6 235 �� l ••� —_ SWuce P' f" .42 5 Spuce P FIE or2 P!d MSRand MELT Sources Amer can Wood Counul,NDS 1005,Table 11.1 A,11 3.1 A ` 1 Not - - - _ ,, 1 S WG�i►iii7LY_ta Il Thread muutb bedded Ina rafterorolhersl Ncturalroof member /{ - , ,•r•dt. , •• 11 See NDSTAII,115.IC forrequrededge di,a ces. J },_ quickMount PV� Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on anN impact gun drive RESPECT THE ROOF the lag screw. the lag screw until the QBlock stops rotating easily. -- DO NOT over-torque. BI 7.2.3-31 - - Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 .. LOCUS Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY 0130�13 - �0v 0 Shielded CATS M _ aYE�Mr�� INTERNET v c SCOIF al I • • • • r' • • ;j mo .) 2 0,11=11111111 cli eaoo ogo "ll moo ELECTRICAL • ' � r `r �Byse�o =�- r■oo • • • • ,�! '$V 'r- =OG:ZOO SERVICE • •• • �• • � a` � ,. mmm INVERTER(S), _LGATE 120 _ PV ARRAY DIMENSIONS. .... .. 'f 3 is .0 ' fir _ - .. ... SOCKET METER LOCUS ENERGY MEYER BASE COMM MODULE METER MODULE- . . - - 69i in The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. Q sir In o These components work in conjunction to remotely monitor the performance of residential solar energy installation regardless of panel or Inverter type.The LGate 920 is a one-piece completely under glass meter which installs _ G i.. easily using a.standard socket:base.Performance data is upioaded.in near real-time to the Locus Energy SolarOS +. { - r' monitoring platform which provides a suite of tools and analytics for asset managers. MIN �' I 546 in a .. 6.00 in�I - y` 7.30 in DATA COLLECTION - -' AC energy data is collected by the meter and passed to.the communication;module.Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS-495 or Zigbee connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS- -- - -- SoiarNOC platforms. .. Piocesso,. ... ARM9 embeuded CPU .Accuracy ANS112,20(Class0.2%) .. ... OS Custom version Gf Linux 26,OTAfirmwa,eupdates voltagelnputs 120-480 VAC NETWORKCON NECTIVITY Memory 128 Me RAM Max.Currentlntut 200A DI.SPlay I.CDsveen Service Type Sing) Phase,60 M2 I he Communications gateway Inside the LGate 120 supports plug and play conrectivity through a cellular,Or available, '_<_o[ket Type 2S Ethernet network connection.Once the unit is Installed and powered on,it will immediately begin transmitting data - without any configuration.For maximum reliability,the communications gateway will automatically route uploads end—n, NEMA 3R Type - between the wireless and wired connections if either ofthenetworks are unavailable. weight B.2: ANSI 12,20d..0.2% Dimensions 6.95'x 6.5'z 7.3" ECC Part 155. Environment -201.sec.all-weather .. PTCRB FEATURES warranty 5year iimitedwarmnty .. .... AT&T CarriercomPliahte - 77,77 • ANSI C12.20 power meter •-Easy,low cost installation 7' • RS-495 and Zigbee inputs Doesn't require entrance into the building Mw014umb.r. LaatmmaGx LGat11203(i LGa 120.3Gx .. Ce9uiar-3G GSM- J ✓ J • GSM cellular or Ethernet connectivity Plug and play activation RS-4852and 4 wire ✓Over the air firmware updates LCD display Modbus ✓ Zigbee .... J Ethernet R.I-45 10/100.DFICV/Static J _ Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp AlEll ME Application • Single meter position Receive ANSI C12.10 watthour meters - •Surface or flush mount(see chart) [3=.1 1 i irrTTA M 011 F-Flush Mount Construction - - lA t4. • Ring type IU)204 MS68--MS73Conduit Hub .. - 2A tfz' r/' d# O (U1207 MS68A-MS73+MS68 a t��� • NEMA Type 311 �` 4F 2" llh'-1t/a'-1' ti927 MS73-AL Screw Type Ring • ANSI 61 gray E-coat finish 4G=21fi'-2"-Vh'-11/4' - 4 •Aluminum snap ring included SF-Semi Flush Mount SS-Stainless Steel Top Provision=See Chart Standards Accessories • UL 414 Listed 5th Jaw Kit-50365 011(closed) U204(open) A ANSI C12.7 2�HUriiplex Ground-ETB200 Knockout Layouts Part/UPC catalog Amp Santis. Connections :Fig.1 - Fig.2 Number Number Hating Jaw. Type Access Lina Load Neutral 78205142000 011 125 4 10/3W OH/UG #14-2/0 - #14-2/0 #14-2/0 ToPProvision Top Provision 782D5142040 011F 125 4 101 Ohl #14-2/0 #14.2/0 #14-2/0 78205142045 011 MS73 125 ..4 10/3W OH/UG #14-2/0 #14-:2/0 014-2/0- - 78205142050 011 SF 125 4 10/3W OH/UG #14-2/0 #14-2/0 #14-2/0 78205144030 927 100 7 30/4W : OH/UG d14-1/0 014.1/0 014-2/0 - 78205156000 2114 200 410/3W OH 16-25MCM 16 250MCM #6-350MCM 78205156020 2114 F��� �� 200 � � �4 10/3W OH d6-250OMCM #6 250MCM d6-350MCM 78205156030 204 F MS73 200 4 10/3W OH #6-250MCM #6 25DMCM #6-350MCM 78205156040 204 MS68 200 4 10/3W OH #6-250MCM #6-250MCM #6-350MCM 78205156035 204 MS68A 200 4 10/3W OH #6-250MCM #6-250MCM 16-350MCM �) -76205108490 204 MS73 200 4 10/3W OH #6-250MCM #6-250MCM -#6-350MCM 4F - 78205156005 U204 200 4 10/3W UG #6-250MCM #6-250MCM #6-350MCM qF `78205156045 - U204 200 4 -.....10/3W UG #6-250MCM ,#6-250MCM .-#6-350MCM .. ti 4F 4F 78205156060 U204FMS73 200 4 10/3W UG-- #6-250MCM #6-250MCM #6-350MCM 1A mom .78205156070 U204 MS73 200 4 - -10/3W UG- #6-250MCM #6-250MCM #6-350MCM O - 78205156140 U207200 7 30/4W OH/UG #6-250MCM #6-250MCM d6-250MCM 4F 1A 78205156170 U207F 200 7 30/4W UG #6-250MCM #6-250MCM #6-250MCM 7BZ051561RD U207 MS73 200 7 30/4W OH/UG #6-250MCM #6-250MCM #6 250MCM Pii Catalog -N Din"""'... Top Knockout - Neither Nembsr Haight Width Depth Provision Layout Fig-3 - Fig.4 78205142000 011 12" 8" 41/o'- AW Hub �Fig.1 - rovisi 78205142040 011 F 12" R" 41/n 2"max KO Fig.1 - �TOP P division 78205142045 _ 011 MS73 12" 8" _41A" AW Hub Fig.1 Top Provision ' 711205142050 011 SF 12" 8" 4s/1" 2"max KO Fig.1 78205144030 927 17" 8" 41/e' AW Hub Fig.1 _ 79205156000 204 15" 8" 4s/e" AW Hub Fig.2 78205156020- 204 F 45" 8" 6" 2'reex KO Fig.2 - - 78205156030 204 F MS73 15" 8" 6" 2"max KO Fig.2 78205156040 204 msec 15' 8" 4s/1' AW/2"Hub _ Fig,2 - O. 4F O _ 78205156035 2114 MS68% 15" 8" 4"A" AW/2"Hub Fig.2 413 78205109490 204 MS73 15` - 8". 4'/a" : None Fig.2 78205156005 U204 15" 12" 4"/u" None Fig.3 _ - 78205156045 0264 F 15" 12' 6' (2)2"max KO Fig.3 413 m qG n4el 711205156060 U204 MS73 15' 12" 6' None Fig 3 0 b„ bat 78205156070 U204 MS73 '15" 12" 4`/r- None Fig.3 78205156140 U207 18" 12" 5" AW Hub Fig.4 AIC Note: 78205156170, U207 18" 12 5" 2'/?mzx:KO Fig.4 For short circuit current 4G- 1W =4G2A 78205156180 U207 MS73 18" 12" 5" AW Hub Fig.4.,, ratings see page 131. B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions are u,inches Data subject to change without notice.Consult local utility fon area acceptance.All dimensions are in Inches. B-Line Meter Mounting Equipment Meter Mounting Equipment 6 - by 6:T•M 6 by 6:T-N Q S ENERGY October 22",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 lune 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 support0locuseneray.com. The Locus Energy Team Locus Energy,LLC www.locusenergy.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 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION CiTHIS EDGE TOWARDS ROOF RIDGE I FLASHING.7'X 12'X.040",5052.Mkt I I _ • • • used to anchorf.11 2. OBIOCK,C 3 ONDUIT.5/I6".6061-r6,MILL I.. WASHER,SEALING.1/4"IDX 7/8"OD:EPDM _ 4 LAG SCREW.HEX HEAD,I/4'x2-1/1"18-855 1 _ AVAILABLE IN MILL,CLEAR ANODIZED, `r ,. ul��10i1 c�3'. .AND BRONZE.ANODIZED FINISHES. '- is 12.0 CONDUIT CLAMP 1.3 NOTINCLUOE -� 4 .y1i 23 - Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount in[odesired position.Remove 2.5 ofconduit.Select location over center of rafter. above placement of conduit mount. anynailsthat conflict with getting the mount flush 3 with front edge of shingle course.Mark termer for ® drilling. 4.5 2 0 9.0 a .. dm 79� Quick Mount PV' 1 TITLE: x q } QMCC:CLASSIC CONDUIT �k r COMPOSITION MOUNT t x xa¢ SIZE-,DRAwx BY: RAD REV A D— 112112- 4 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. 5 4 3 2 I roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole roof. clamp(not included)as shown.Insert lag through Lag ptill-out(withdrawal)capacities(lbs)in typiail lumber. hole In block,and position clamp over conduit. Lag Bolt Specifications SIi creat --it PerI 1-ed deeb r--re,rIn.aan dash Daugla F r h s9 393 225 f� Dpuglaa Fr.,So. .96 353 202 Erg— Sq .Ladgopole Pine 1-1650 r'8 Posher) .49 353 202 Mem.F is 313 48 119 ® Nem,F'r(NorLnr - 353 260 2 55 4 soNhe Pine. . 55 fi0 SpraCe P'ne,Fi. 43 302 1T3 WCiAi►i7�Ltlli�'W� . Spa,cp.P.-Flr(E rd2 P.,end Pigher 9radaeal MSR and MEI.) 50 393 225 Sources:American Woad Council,NDS 2D05,Table 11.2 A,11.12 A Notes: .. ..... 1)Tlireadmustbeembeddedinar,fte,oroth,rst,uctuml,aofm,m ,. 2)SeelRCf—N.ired edgedisi--. Insert lag through hole in block,and position IMPORTANT:TomMawn water fin It is im tont that the aluminum flashin (item 1)1, lmedunderone full cou,seabme the mountin binckwithatleastsomeoflfie damp over conduit..Using drill with 7/16",socket proo 9 Por 9 grope,Y P 9 flashing extending up-,Wer the course above th+ra=�.wll w�".r.�i�rma.a,.he�4 drive lag until block is tight • uiCk Mount P\/t C ulck Mount P\/n \ 925-478-8269•www.quickmountpv.com•info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.;Bldg2•Walnut Creek,CA 94598 817.2.3-8 Aug-2014,Rev4 817.2.3-8 Aug-2014,Rev4 02013 by Quick Mount PV All rights reserved. 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. 111 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 ig re of Permit Applicant 3/25/16 Date The Commonwealth of Massachusetts Department of IndustfialAccidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia «Yorkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Avolicant Information Please Print Legibly Name (Business/Organizatiott/Individual):Skyline.Solar LLC Address: 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379. Phone#: 732-354-3111 Are you an employer?Check the appropriate box: Type of project(required)- 1'Vi am a employer with 60 employees(full and/or part-time).* 7. El New construction 2.a I am a sole proprietor or partnership and have no employees working for me in $, Remodeling capacity.(No workers'comp.insurance required.] 3.a 1 am a homeowner doing all work myself.[No workers'camp.insurance required.]? 9. ❑Demolition CC]I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 E]Building addition ensure that all contractors either have workers'compensation insurance or are sole I I.F1 Electrical repairs or additions proprietors with no employces. 12.Q Plumbing repairs or additions 50 I am a general contractor and I have hired the sub-contractors listed on the attached.sheet. These sub-contractors have employees and have workers'comp.insurance.: 13.E]Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.QlOther PV SOLAR 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.. I am.an employer that is providing workers'compensiadon insurance for my employees. Below is the policy andjob site information. Insurance Company Mame:A.I.M. Mutual Insurance Company Policy#or Self-ins. Lie. #:VWC-100-6018336-2015A Expiration Date: 9/16/2016 Job Site Address: 46 Holly Ridge Rd. North Andover, MA 01845 City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the.policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certin er the Uns penalties of perjury that the information provided above is true and correct Signature: Date:3/25/16 Phone#: 732-354-3111 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other I Contact Person: Phone#: 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 CONTACI NAME: The Hamilton Group, LLC A/c0 N Ext: 7 -292-22 FAXA/C. No 3 Wing Drive E-MAIL Cedar Knolls NJ 07927 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SeleCt&Ve Way Ins 26301 INSURED SKYLI-3 INSURER B:Selective Ins CO of the S.Itast 39926 Skyline Solar LLC INSURERC:A.I.M. Mutual Insurance Company 124 Turnpike Street, Suites 5& 10 INSURER D: West Bridgewater MA 02379 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1644296191 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 LIMITS B GENERAL LIABILITY S 2106548 2/6/2016 2/6/2017 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGES( RENTED PREMISES Ea occurrence) $100,000 CLAIMS-MADE 1XI OCCUR MED EXP(Any one person) $10,000 PERSONAL BADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY X PRO- X LOC $ B AUTOMOBILE LIABILITY A 9093015 2/24/2015 2/24/2016 COMBINED SINGIF-IM. Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS [TOX HIRED AUTOS X AUTOS NON-OWNED (PeraccidentDAMAGE $ $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2015 10/11/2016 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 3/8/2016 3/8/2017 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N T Y I T ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000.00 OFFICER/MEMBER EXCLUDED?. FY 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 2/6/2016 2/6/2017 Any One Occurrence $100,000 Property Contents $104,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) This Certificate does not afford coverage for Additional Insureds. The Certificate is only evidence of insurance coverage for the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE t7 1AAR-2010 ACORD CORPORATION- All rights rPSPrveri_ 91te eowtmomwea" Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contr ctor Registration Registration: .172284 Type: LLC Expiration: 6/7/2016 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. 5tlM•04/04-p DPS-CA1 t5 Address. (j Renewal .E] Employment Lost Card �1T01218pp ,, ,✓� ' ,, rpm ✓,te TDamv»tor�ect�/i o ✓dZado��uG6 -\ Office of Consumer Affairs&Business Regulation License or registration valid for individut use only: HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration - 172284 Type: Office of Consumer Affairs and Business Regulation Expiration: 6f7i2016, LLC 10 Park Plaza-Suite,5170 Boston,MA 02116 SKYLINE SOLAR ILL r' �i PETE:DEBBAS 124 TURNPIKE ST SiJiTE7r10 ` w; WEST BRIDGEWATER,,MA.02375 Undersecretary Not valid without signature Massachusetts Department of Public Safety .-t- Board of Building Regulations.and Standards License: CS-027047 Construction Supervisor PHILIP J CHOU1NARD_ TS OAK ST.UNFT#1• *� ASHLAND MA 01721 ck, Expiration; Commissioner 11109/2017 rf� ��-1;j;1<.Y(.'l?t��t?�f1 Office of Consumer AffairsQ d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: Supplement Card SKYLINE SOLAR, LLC, Expiration: 61712018 PHILIP CHOUINARD 124 TURNPIKE ST SUITE 14 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. MAI G 2oMOSt1 "l Address 0 .Renewal Employment Lost Card Rice of Consumer Afrairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: eglatration: 172284Once of Consumer Affairs and Business Regulation Type: 10 Park Plaza-Suite 5170 Expiration: 6,712016 Supplement Card Boston,MA 02116 SKYLINE SOLAR,LLC, PHILIP CHOUNARD WNW 139GLENOALE AVE.EOISON,NJ 08817Undengr eerer �witho—ut signature