Loading...
HomeMy WebLinkAboutBuilding Permit #889-16 - 11 DANA STREET 2/17/2016 I BUILDING PERMIT � 11� TOWN OF NORTH ANDOVER 0-LI APPLICATION FOR PLAN EXAMINATION Permit NO: 66 Date Received C".,.,_K. �9S4 ATED�5���5 Date Issued: 11; ACHl1 IMPORTANT: Applicant must complete all items on this page LOCATION 11 Dana St. Print PROPERTY OWNERHeather B.Rowe 210-015- Print MAP NO: PARCEL:0053-OOOOZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial K,Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑ Water/Sewer Installation of a safe and code compliant,grid tied PV solar system on and existing residential roof. / iso Identification Please Type or Print Clearly) OWNER: Name: Heather B. Rowe Phone:978-836-0103 Address: 11 Dana St. North Andover, MA 01845 CONTRACTOR Name: Skyline solar t-LC 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 \} h ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 26,000 FEE: $312.00 Check No.: �--a / Receipt No.: ` NOTE: Persons contracting wunregistered contractors do not have acc to the guarantyfund 1 Signature of Agent/Owner -dil Signature of contractor qP1 1- BUILDING PERMIT o "°oT"�tio TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION xo my Permit No#: Date Received �•9 A�RwiED - SSACHUS� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other fl Septic ❑Well Floodplain Wetlands t ❑ Watershed��®istrict p Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$9000.00 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 R r� ...-..�,�-.=-a..A. -.-.•.-.0-== -�_-�-f.--.gym--. -. ._.�-.moi. Sianat�re of A' , n .: Location No. 6 Date c�, /-7 • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ �` TOTAL $ Check# r L ' +;� Building Inspector - - J Plans Submitted D J Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swin"ing Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ i Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ I THE FOLLOWING SECTIONS FOR OFFICE USE ONLY � INTERDEPARTMENTAL SIGN OFF m U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ f COMMENTS CONSERVATION Reviewed on Signature I E i COMMENTS WEALTH Reviewed on Signature i COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes 4 `.-Ianning Board Decision: Comments Conservation Decision: Comments i Water& Sewer Connection/signature Date Drivewav Permit DPW Town Engineer: Signature: i Located 384 Osgood Street FIRE DEPARa WEM Tern` Dum 'stet on situ es t: ' '' r .,r r :Fx -max"z :► ' - . y q y F ;Ts�• gyp: ,'xy L•'ocated at Win. pe t, ; .>> r:a ',,, �. .�•-. �4_. �;' , .,,4eD�epartmentsignaf ru a/date, E_-1+ _ _• u.± COMMENTS. t ' I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. I Total land area, sq. ft.: ELECTRICAL: Movement of Mater location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine 1 I NOTES and DATA— (For department use) i J,. I I li ® Notified for pickup Call Email 3 Date Time Contact Name Doc.Bnilding Permit Revised 2014 I i Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4� Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract 4� Floor Plan Or Proposed Interior Work 4. 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 Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products . OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan 4.. 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 i OORTH Town of to No. o h ver, Mass, 11� CO10 CMICN!WWON 1' R^tE0 J Ply 5 U BOARD OF HEALTH iPERMIJ Food/Kitchen Septic System THIS CERTIFIES THAT ............ ... ..... BUILDING INSPECTOR D.............................................................................................. has permission to erect .... Foundation ...................... buildings on l`...... Gr1!�►�� Ro g to be occupied as .. ... . . �........ .�! !�1�.-..................................... Rough pl. provided that the person accepting this permi shall in every respect conform to the terms of the-application Chimney on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Final 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 301 UNLESS CONSTRUCT S TS Rough g Service ... .... ...... .... .......... .. ...................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Firwl No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. �- Smoke Det. P. 1 Communication Result Report ( Jan- 28. 2016 11 : 08AM ) 1) Town of North Andover 2) Community Development Date/Time : Jan. 28, 2016 10:46AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 6541 Memory TX 815186363702 P. 8 E-1) 1) 1) 1) 1) P. 1-8 ---------------------------------------------------------------------------------------------------- Reasonfor error E. 1) Hang up or line fail E. 2) Busy E. 3) N o a n s w e r E. 4) N o f a c s i m i l e c o n n e c t i o n E. 5) E x c e e d e d max. E—m a i l s i z e E. 6) D e s t i n a t i o n d o e s n o t s u p p o r t I P—F a x -4`ixyc— FTs (n3cp �?oa Date 2� Town of North Andover Your permit has been sent back to you for the following reasons:f(•epse See- 1) Chack amount Icorect 'fY-.1• 2) No co py uf current license 3) Insurance Binder not on file or expired 4) No Workers'Compensationlnsurance Affadavlt Form- Please.11 ormPlease.11 with any questions 978-688-3545.Fax 978-888A542 Wodm&compensation Fomr and Schedule of Fees can be found on the Town of North Andover website under Building Department. Mailing Address: 1600 Osgood Stmn Build Ing ZO,Suite 2035,North(Andover,MA 01845 OS5 � hrtvv,.#av--e-e 4 A-eya `lbti� 0 SAA—A, kA-" SAaM ozJ4 a �ad ,.lQ GeF9v4�(nwtT`_'far.tG R1a� C�J Vi.0-..r� ��6 W Gr�r.lL lTwSGQ. A— " SOON STRU(TURAL ENGINEERS December 11, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 Attn.: To Whom It May Concern re: Job 1500-01783 : Heather B Rowe- 2154102 The following calculations are for the structural engineering design of the photovoltaic panels located at 11 Dana Street, North Andover, MA 01845. After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA N OFAk 9 PAUL K. ZACHER TRUCTURAL co 0100 ?S-T/3 �SStONA��C' 1 of 6 8150 Sierra College Bodevard,Suite 150 • Roseville, GA 95661 • 916-9613960 P • 916.961.396,5 * www,pzse.corn 0 Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= 55 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce Ct I pg 38 psf (ASCE7-Eq 7-1) where pg<_20 psf, Pf min=I x pg= N/A min snow load(roof siope<fs°) where pg>20 psf, Pf min=20 x I= N/A min snow load(roof slope<15) Therefore,pf=Flat Roof Snow Load= 38 psf ps=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.875 ARRAY 1 Cs=Slope Factor= 1.000 ARRAYS 2&3 Ps=Sloped Roof Snow Load= 33.4 psf ARRAY 1 Ps =Sloped Roof Snow Load= 38.1 psf ARRAYS 2&3 PV Dead Load=3 psf(Per Sungevity) Roof Dead Load ARRAY 1 Composition Shingle 4.00 Roof Plywood 2.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL ARRAY 1 9.0p sf DL Adjusted to 35 Degree Slope 11.0 psf Roof Dead Load ARRAYS 2&3 Composition Shingle 4.00 Roof Plywood 2.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL ARRAYS 2&3 9.0 psf DL Adjusted to 24 Degree Slope 9.9 psf • Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 110 mph Exposure Category C Roof Shape Gable Roof Slope 35 degrees Mean Roof Height 12 ft Building Least Width 30 ft Effective Wind Area 10.8 ft Design Wind Pressure Calculations I Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V"2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.85 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 110 mph Importance Factor= 1 (Table 6-1) qh= 22.38 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.88 -1.08 -1.08 0.90 (Fig.6-11) Uplift Pressure= -19.64 psf -24.12 psf -24.12 psf 20.12 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.71 2.71 2.71 Tributary Area= 10.83 10.83 10.83 Footing Uplift= -213 Ib -261 Ib -261 Ib Standoff Uplift Check Maximum Design Uplift= -261 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity>261 Ib demand Therefore,OK Fastener Capacity Check Fastener= 1 -5116"dia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 Ib capacity>261 Ib demand Therefore,OK I I ARRAY 1 PASS w=63 plf Dead Load 11.0 psf PV Load 3.0 psf Snow Load 33.4 psf 2x8 Rafters @ 16"o.c. Member Span=11'-11" Governing Load Combo=DL+SL Note:Attachments shall be Staggered. Total Load 47.4 psf Member Properties Member Size S(in"3) 1(in"4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL^2)/8 = 1120.69 ft# = 13448.2 in# Actual Bending Stress=(Maximum Moment)/S =1023.5 psi Allowed>Actual--73.8%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.191 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.430 in = L1333 < U120 Therefore OK Allowed Deflection(Live Load) = L/180 0.794 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.303 in L1472 < U180 Therefore OK Check Shear Member Area= 10.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L 12 = 376 Ib Allowed>Actual--25.7%Stressed -- Therefore,OK ARRAYS 2&3 PASS w=68 plf Dead Load 9.9 psf PV Load 3.0 psf Snow Load 38.1 psf 2x8 Rafters @ 16"o.c. Member Span=8'-4" Governing Load Combo=DL+SL Note:Attachments shall be Staggered. Total Load 51.0 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL^2)/8 = 590.451 ft# = 7085.42 in# Actual Bending Stress=(Maximum Moment)/S =539.2 psi Allowed>Actual-38.9%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.833 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.111 in = U901 < U120 Therefore OK Allowed Deflection(Live Load) = L/180 0.555 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.083 in U1205 < U180 Therefore OK Check Shear Member Area= 10.9 in"2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L 12 = 283 Ib Allowed>Actual--19.4%Stressed -- Therefore,OK Per 2009 IBC Chapter 34 Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 1383 sf 11.0 psf 15216 Ib Ceiling 1383 sf 6.0 psf 8300 Ib Wood Siding 152 ft 5.0 psf 9120 Ib (8'-0"Wall Height) Int.Walls 152 ft 6.4 psf 11674 Ib Existing Weight of Effected Building 44310 Ib Proposed Weight of PV System Weight of PV System(Per Sungevity) 3.0 psf Approx.Area of Proposed PV System 494 sf Approximate Total Weight of PV System 1482 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 4431 Ib Approximate Weight of PV System(Actual) 1482 Ib Percentlncrease 3.3% 4431 Ib>1482 Ib,Therefore OK now STRUCTURAL ENGINEERS December 11, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 Subject: Structural Certification for Installation of Solar Panels Job Number: 1500-01783 Client: Heather B Rowe-2154102 Address: 11 Dana Street, North Andover, MA 01845 Attn.: To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sungevity. From the field observation of the property, the existing roof structures was observed as follows: The existing roof structure consists of: • Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Array 1. The rafters are sloped at approximately 35 degrees and have a maximum projected horizontal span of 11 ft 11 in between load bearing walls. • Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Arrays 2 & 3. The rafters are sloped at approximately 24 degrees and have a maximum projected horizontal span of 8 ft 4 in between load bearing walls. Design Criteria: • Applicable Codes= 2009 IBC, ASCE 7-05, and NDS-05 • Ground Snow Load = 55 psf • Roof Dead Load = 11 psf ARRAY 1 ; 9.9 psf ARRAYS 2 &3 • Basic Wind Speed = 110 mph Exposure Category C • Solar modules = as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. • ARRAYS 2 &3 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. LAN OF*Ss If you have any questions on the above, do not hesitate to call. PAUL K. ZACHER Prepared By: TRUCTURAL Zg PZSE, Inc. -Structural Engineers 50100 Roseville, CA 6/3 NAL 1 of 1 Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract I, Heather B. Rowe (print name) am the owner of the property located at address: 11 Dana St. North Andover, MA 01845 (print address) I hereby authorize Skyline Solar to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. Customer Signature: Electronic Signature Accepted/Addendum to Contract Date: 1/15/15 Sign Name: Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC - 13VH0613060 Connecticut Office 121A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 i 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 CR—61h MEdition 1 Oi"g��reofrmit Applicant 1/26/16 Date t i 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX � PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 6.334kW\7.14kW PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: A A PV MODULES: (28)Trina Solar TSM-255 PD05.05 INVERTER(S): (1)SolarEdge SE7600A-US ---- PROPERTY LINE KEY: --- CONDUIT RUN ❑'" INVERTER DRIVEWAY Q SUBPANEL SCOPE OF WORK: w--- FENCE ❑W DC DISCONNECT FIRE CLEARANCE O AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT ROOF 1 .«-. STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES OOUNCTION BOX RESIDENTIAL ROOF TOP. '�1 O SOLAR MODULE El MONITORING UNIT 0 MAIN SERVICE PANEL Q COMBINER BOX t Q UTILITY METER ROOF ROOF 3 ❑^" PV METER OBSTRUCTION ROOF 2 ARRAY 3 1 APPLICABLE CODES: ARRAY 2 it 2014 NEC 2009 INTERNATIONAL CODES WITH MA \' } ROOF MOUNTED AMENDMENTS I 1 CONDUIT I\ I 1 I t I B CONTRACTOR INFORMATION: B UNITED SOLAR ASSOCIATES MALDEN 452 PLEASANT ST. t MALDEN,MA 02148 1 i JURISDICTIONAL INFORMATION: t NORTH ANDOVER,TOWN OF MAIN ? , 1600 OSGOOD ST. 'I NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: t v LOCATION OF MAIN `\ 1 SERVICE PANEL t Y INSIDE BASEMENT � < � ' i t \ FOR INSTALLER USE ONLY 4 POST INSTALL SUNEYES REQUIRED? NO $T , I I CERTIFY THAT NO CHANGES HAVE C DPNH BEEN MADE TO THE ARRAY LAYOUT: ` CUSTOMER INFORMATION: t i HEATHER B ROWE 1 11 DANA STREET \I NORTH ANDOVER,MA 01845 SITE PLAN (978)836-0103/#2154102 SCALE: N.T.S. W - DESIGNED BY: REV#: DATE: VALID.B o 111/24/151' 0.0 SUNOEVRYINC,BFIRANKLIN ST SUITE BIOCAFLAN..CA0e607 By:MGREINER Dem:—Lac—Rowe-]1-02 SVI Sheet SI.:11.17 THESE DRAWINGS.SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEMTY INC.NO PART SHALL BE COPIED OR USED FOR OR WGH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OURWRITTEN 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 THAT SYSTEM AND SHALL REMAIN EQUIPMENTAND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT 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 6"ABOVE FLUSH VENTS. E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS GIVEN BY UTILITY COMPANIES. E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES 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,DISCONNECTAND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION. 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 HEATHER B ROWE LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 11 DANA STREET BOLTS. NORTH ANDOVER,MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (978)836-0103/#2154102 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: VALID.B 1 0 11/24/15 PV-1.0 SUNGE-INC.66 FRPNKUN STSUITE310 OAI-NO,G18i6O] BrNIGREINER D--Lotman:Rowe-215C1O2-S-SIn:11.17 iESEDRPWINGS,SPECIFIGONS,PNDDESIGNSMETHEPROPERTYOFSUNGEN NC.NO PART EH-BE COPIED OR USED FOR OR WITH Nry OTHE-RK OTHER THAN THE SPECIFIC PROJECT FORWHICH THEY HPVE BEEN DEVELOPED Vr1THOUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (28)Trina Solar TSM-255 PDO5.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 1-$" MODULE WIDTH: 39.05 34'_2" CONTINUE TO ARRAY 3 ROOF 1 SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 11'-11" I 1 I ( I 5 13'-1" RAFTER SPACING16" ROOF MATERIAL: COMPOSITE SHINGLE I J J I I I ( I I J I J J I J ARRAY 1 SPECS 1 NUMBER OF MODULES: 16 A I I I ( i J.- I ! .�!.. _!. !..... 1I iI . ...._,I. TOTAL MOD.WEIGHT(Ibs): 656 A RACKING WEIGHT(Ihs): 118.6ARFYI2 ARRAY WEIGHT(Ibs) 774.6 ARRAY AREA(sgfl): 281.8 ARRAY DEAD LOAD(Ibs/sqR): 2.7 I ! I I I I ',ROOF 11 -- NUMBER OF MOUNTS: LOAD PER MOUNT(Ibs):ARRAY 1 32 24.2 - - I ARRAY AZIMUTH(") 185 ! ! 1 I ! J I ! _ L22 ARRAY TILT(") 35 __ _ NUMBER OF FLOORS 1 ROOF 2 SPECS RAFTERPASIZE: 2X8 NOMINAL RAFTERSN: 8'-4" ( I I ! ( I I I J ( I ! J I RAFTER SPACING:1 16" ROOF MATERIAL: SPECS: COMPOSITE SHINGLE ARRAY I I ( ! I I ! ( J ! 6" NUMBER OF MODULES: 6 - (D!��RRAY 2 LAYOUT RACA GWEGHT(lbS)bB>: 566 SCALE: 3/16"=1'-0" ARRAY WEIGHT(lbs): 302 ARRAY AREA(sgtt): 105.7 RRAY 1 LAYOUT tM OF u9SS NARRAY UMBEDEAD LOAD(Ibs/sqH): 2.9 17 'y NUMBER OF MOUNTS: 17 SCALE: 3/16"=1'-0" PAUL K. LOAD PER 17.8 ZACHER ARRAY AZIMUTH(;Ibs): 255 B TRUCTURAL y ARRAY TILT(-) 24 B 0100 NUMBER OF FLOORS 1 O /g Tia[ ROOF 3 SPECS RAFTER SIZE: 2X8 NOMINAL S/0—NAL t- RAFTER SPAN: 8'-4" RAFTER SPACING:1 16" ROOF MATERIAL: COMPOSITE SHINGLE CONTINUE FROM ARRAY 2 ARRAY 3 SPECS NUMBER OF MODULES: 6 TOTAL MOD.WEIGHT(Ibs): 246 T-7" 13'-1" RACKING WEIGHT(Ibs): 56 ARRAY WEIGHT(Ibs): 302 I ROOF 3J 1 i I J } i ) ! I I J SOLAR MODULE ARRAY AREA(sqft):ARRAY DEAD LOAD(Ibs/sq8): 12 97 ARRAY 3I NUMBER OF MOUNTS: 17 LOAD PER MOUNT(Ibs): 17,8 I I J ,........ .I.......)... ).......I..._.. .....i.. i J E 1 �,.. ARRAYAZIMUTH(°) 75 I I J SYMBOL KEY: I I -" -- -� �_ I ! I IRONRIDGE XR100 -- K ARRAYTILT(°) 24 ! ( J I ( ! L-FOOT - NUMBER OF FLOORS 1 RAIL J i i ` — --—— RAFTERS I I i 1I I( II I QMSE-LAG SHINGLE I ROOF 1 16- COMPOSITE SHINGLEI I S" X 5/16"-LAGFIRE CLEARANCE 0 ® STRING CONFIG. ' 1 2.5"MIN.EMBEDMENT PER C SCREW w I. STRUCTURALCUSTOMER INFORMATION: UPGRADES 2X8 NOMINAL,16 O.C. SOLAR MODULE 8„ HEATHER B ROWE ® MOUNTMOUNTING DETAIL 11 DANA STREET ® SKYLIGHT 4 SCALE: NTS NORTH ANDOVER,MA 01845 ® CHIMNEY �( !�RRAY 3 LAYOUT SCALE: 3/16"=1'-O" (978)836-0103/#2154102 PLUMBING OR ATTIC VENT DESIGNED BY: REV#: DATE: PV-2.0 4 0 ATTIC VENT VALID.B 0 11/24/1$ 9UNOEVIry INC.66 FRANKLIN ST SUITE 3160AHLAND,CA 9x SID BWMGREINER Dete:—L"1m Rm -21S,H12SV1ShHS Size:11.17 THESE DR-IINOS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNOEVITY 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 W3THOUT OUR WRITTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS INVERTER 1 SPECIFICATIONS 1L BREAKER (28)Tnna Solar TSM-255 PDO5.05 SOLAREDGE SE760OA-US SHORT CIRCUIT CURRENT(IsC): 8.88 RATED WATTS(EACH): 7600 �— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240 Q SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): 32 m FUSE OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS 0 • SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.975 w EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT ?7 CHASSIS GROUND PTC RATING: 232 INVERTER 1 INPUT SPECIFICATIONS ——— GEC DESIGN CONDITIONS NOMINAL CURRENT PER STRING(Ino.): EGC HIGHEST 2%OB DESIGN TEMP(°C): 32 NOMINAL VOLTAGE(Vnom): aso MIN.MEAN EXTREME ANNUAL DB(- -18 1 MAX SYSTEM VOLTAGE(Vmax): 2 o0 q1 MAX CURRENT PER STRING(Imax): is A MAX INPUT CIRCUIT CURRENT(Imax): a0 200A MAIN BREAKER (3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER AC DISCONNECT, (E)LOADS (N)SE7600A-US 60AMP, INVERTER W/INTEGRATED NON-FUSIBLE, E LOADS DC DISCONNECTS CUTLER-HAMMER, ( ) DG222URB (E)200A GE MSP 1 STRING OF + LOCUS 40A 2P 240V 2P 3-W 10 D 12 MODULES DC \ 'AC METER OPT.CURRENT=8.74A DC OUTPUT LOAD LINE B GEC _ _ __ __—_____ _________ __ _______ B 1 STRING OF + 16 MODULES _OPT.CURRENT=11.66A INVERTER i GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF C Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22"C 28 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 28 x 232(PTC WATTS)x 0.975=6334 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18"C HEATHER B ROWE 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 11 DANA STREET MAX ALLOWABLE AC PV BREAKER=40A NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax'1.25=15A (978)836-0103/#2154102 ISI CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: al INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 VALID.B 1 0 11/24/15 SUNOEVDY WC.66 FRPNKUN ST SUITE 1180PI¢PND.CA9aee7 y.MGREINER Dots—Loeb":Rowe-2151182 SV166en SIze:11.17 THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE RTE PROPERTYOF SUNGEVITYINC.NO PART SHALL BE COPIED OR USED FOR ORWITH ANY OTHER WORK OTHER THAN THE 6FECIFIC FNOJECTFOR WIIICHTHEV HAVE BEEN DEVELOPED—OUT OUR WRITTEN CONSENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT WARNING ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 20.4 A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 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(AND SUBPANEL IF APPLICABLE)) NEC 690.56(c) WARNING PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS PHOTOVOLTAIC SYSTEM EQUIPPED OVERCURRENT DEVICE WITH RAPID SHUTDOWN 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 NOTE: OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT C CONTAINS MULTIPLE POWER IN WHICH THE EQUIPMENT IS INSTALLED.NO STICKERS ARE SOURCES PERMITTED. CUSTOMER INFORMATION: HEATHER B ROWE 11 DANA STREET NOTE: NORTH ANDOVER,MA 01845 BACKGROUND AND LETTERING COLORS FOR (978)836-0103/#2154102 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV_ VALID.B 0 11/24/15 SUNGEV INC.66 FRANKLIN ST SUITE 31S DAA—D,CA 94607 Br.MGREiNER DSm:—Eo Nl Row.-rsaiBS SVi sneer B.1 7 THESE DR-INDS,SEECiFICA—S.AND DESIGNS ARE THE PROPERTYOF SUN—TY INC.NO PARTSHAiEBE COPtEUDRUSED FORG­ANYDTHERNORRaTHER Tww THESPECIFIC PROJECTFOR—H THEVHAVE BEEN D—OPEDvmNDUTOURWRITTEN CONSENT THE Universal MODULE Mono Multi Solutions PRODUCTS POWERRANGE ELECTRICAL DATA(STC) ` ::IFell250-2651 Peak Power Wof,a PR (WP) 243 250 255 260 265 THE Universal iSM-PDO5.08 250-265W II BA-Uutput rVOLLnce-Pu(V) 0-33 iSM-PDO5.05 245-2601 Mo�mum Power Nottage-Vw°(VI 29.9 30.3 J0.5 30.6 30.8 j Madmum Power Current-Ir.(A) 8.20 8.27 8.37 8.50 8.61 DIMENSIONS OF PVMODULE Open Circuit Volt,9I IV) 37.8 38.0 38.1 38.2 38.3 MODULE � /� unit-h- Short Circuit Current-Irc(AI 8.75 8.79 8.88 9.0D 9.10 aLi Li O D U L E 941 Modula EtBciency qm(%I 15D 113 15.6 15.9 16.2 ,MISic D W/­Con iemparalura]s•c.Al,..11 AM 1.5. yp.pl eldciencyrotluctlpn 114..5%11211 W/m+accortlln9 11 1"11114-I, ELECTRICAL DAiA(NaCl) S Maxknum Power Pwv(WC) 182 186 190 193 197 0 ■ Maxknum Power Nottage-Vw°(V) 276 28.0 28.1 28.3 28.4 LPDOS.OS Mazlmum Power Current-Iwr(A) 6.59 6.65 6.74 6.84 6.93 MULTICRYSTALUNE MODULE �° Open Cttcull Vintage-v11(V) 35.1 35.2 35.3 35.4 35.5 Short Clrcuit Nment-I_ A 7.07 7.10 7.17 7.27 7.35 (1 4 - PDD,0, NOCII dr-c-BIL. maaml p -21c wnSir-l w/mr Am/.. 245-265W PD05 MECHANICAL DATA POWER OUTPUT RANGE ,�aL e e salnraen3 MUluarnrnlRnelsa•lsamm(dleane:) Our most versatile product Compatible with all major BOS components and system Ceti pneHanpn 60 Gena(6.10) \' designs Motlula dt-Slam 1650.992.JSmm(64.95x39.O5x1.37inches) 9�•��O 1000V UL/1000V IEC certified 812 1m Weight 18.6kg(411b) e eackvlew Glast :3.2mm(0.13lncher1,High Transmission.ARCootetl Temperetl Gl,,S MAXIMUM EfFICIENCY Backmeet WhltetPD053PD05D8rBlack(PD05.051 Frame Silver A-Yed AlUminium Ally(PD05);Black(PO05DII&Pe05.05) �f One of the industry's most trusted modules J.Bax IP 65 Or IP 67ratetl Field proven performance cables Photo.alta,lechnologycabI,4.On •(0.0061nche9), 0-+3% 1000mm(39.3]nch B) POSITIVE POWER TOLERANCE AA Connecta, MCICompattble 35 Highly reliable due to stringent quality control •Over 30 in-house tests(UV,TC.HF,and many more) I-V CURVES OF PV MODULE(26OW) I-. d n al - I TEMPERATURE RATINGS MAXIMUM RATINGS t r t g, r '' Hr r. In house testing goes well beyond cerrilicalion requirements ,am Sm.=-.1_s. Nominal Oparatng Call 44,C 1+2,C1 Operotlonal iemp,ature a 40-85-Cc rod­r,w b0,11 O.; •PID resistant - "_"-- - -' LemPerature lNOCn Try ,;I(u,ufin;•rti - ------ - -- -- Mazlmum System 1000V IDC t-i 1.---s W lir-.I.,.;11 + ------- - -- Tempera Me Coefficlenf of Prow• -0.41%/°C Voltage 1000V DC(ULI L.rr,SP:r,_w Olr e,<J hr:q',OT,e II!n;3'S •m l ° -..----.--.............._-_._. Temperature Coefficient W V. -0.32%/°C MaxSiI Wse Rating 15A 8 rm _,_ ._„ --- IemPemtwe Coefficlant 0.05%/C .....-... ...._... - a aC .1 oFhc .... I Certified to withstand challenging environmental r L r re r conditionS 'f 1•M a u hr 3.bOnkOtl�z nd 2400 Powind loco WARRANTY Gartner. 1e are conlmiued 5,100 Pa snow loadm _w IOyear Product Workmanship Warranty b !o W tlPr3 sROlugic.nOvtbolty P ro �.asrq m e beneflcial collob-ition with 25 year Linear Power Womanly InSt.,Ienss,d�•/.'.101�':fS,di:f f'bnrS Iul -Ic v-rl prltluct warranty lar d-ill) and Omer onrl nl;r6 Os trU, CERTIFICATION l.00�t.OnCO!aLlt Sr,arafl;.:C�:U�.S in etY'ra ^e+lt•+=1yy 109-1 LINEAR PERFORMANCE WARRANTY ;�E' 9®. PACKAGING CONFIGURATION 2 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box 30 pieces ,W TUraSdor Limited Motlulesper40'contoiner.840pJEc � V Aadryipnor p r� Ue hoan pMo Eofar q� ,•.., n �wWlQq Cfrc, READ SAFETY ANDNSTALLAi ONNSTRUCIONS BEFORE USING THE PRODUCT " aia�solar 61.B " 'Y�u�e�solar 0201IN-S-rU.L.dA RO r9hnre-d.so-Ifi-r-nludldpUn,d.t heat.rl b,11tt1a 1pgawth-ctc. Smarr Energy Together r.1,r l9 IS 29 :s Sman Energy Together Q innauarm:tl r� 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 certify that PHOTOVOLTAIC MODULES AND PANELS WITH TSM-xxxPD05.08 EVA: thick; Performance: Substrrateate:: 0..3030 mm - 0.64 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. _ Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD05.05, EVA: 0.25-0.6lmm thick; Performance: Standard(s)for Safety: UL 1703-Standard for Safetyfor Flat-Plate Photovoltaic TSM-xxxPD05.08 Substrate: 0.289 mm - o.3o mm Type 2 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 EVA: 0.25-0.65mm thick; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm Type 8 being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada. Frame: The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension: and"US'identifiers:°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: 4 0mm, Directory. Thickness: 1.5 mm Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 40mm, p p Thickness: 1.8mm WlNlam ULIIMC 0.LemM.dMmr,MOM 4nmimn cxndatlon Ompruna U inro bmmam aeammuam lnwNnO UL was.rvkaabororu.a on eanaxwut uc(utlarmy M,wM:md nswn,ut.rvrauasmm�,pMau orLL LLC IULI" Y.M"nm 1-W M.,"rvuewnw OMaaa a a Lcutmmm s�rMa Mpre,aMpw at.w.utmmxomacr cattxrarom ul Cummx9mn aapnnn wm. Page t of 4 Page 3 of 4 aa� £ ✓3 S� a�, © 0 Single Phase Inverters for North America SOlar � SE3000A-US/SE3600A-US/SE5000A-US/SE6000A-US/ 13- SE7600A-US/SE10000A-USlSE71400A-US '� ' '° SE3000A-US!SE3800A-US SESOOOA-US SE6000A-US SE)6OOA-US j SEIOOOOA-US SE11400A-UST' a OUTPUT SolarEdge Single Phase Inverters ® Nominal AC Power Output 3000 3800 5000 6000 7600 190000�240V ==400 VA ... .. ......... baba•. 5000'209V ba ba... ..•baba. !moo 208V ........... For North America j Max.A..P Output t 3300 4150 6000 8350 12000 VA �- x ..,, s4so�z4ov lo9so @zaov, 183O1208t 229V cVoltage Mn No M xl'I J I J �A >v ff - SE3000A US/SE3800A US/SE5000A US/SE6000A US ACOutput Voltage Min Nom Max I J J J I J ! I t �s 211 240 26A Vac SE7600A US/SE10000A US/SE11400A US ........ ............. .. .. ...... I. ....._... . ... .. ..................... .* AC Frequency Mil. Max'• 59.3 60 60 5(with HI country setting 57 60-60.5) 1/z -_ -< �{ Ah .. baba. 20HV ..I .48 @ 20RV... ... ........ baba Max.Cob o 50[P LC e t 125 16 25 32 475 A .. .. baba baba ba ba. 21 240V... .. .........................72 @ zI.V... ......... .. r stl-i "g' ,�. d - GFDI Tho,shold 1.. A. '`P w cMoninarin.[standing Protection,Co nt a fig table Th—h.1,11.. ..Y .. ...Yes... Max mum DC Power IS. 4050 5100 6750 8100 10250 13500 15350 W :- r-...... .......... r........ ..r ...7.........._. r... Transformer less_Ungrounded babT ­ . ........ ................................... Ves. ............................................... ........ 9 .. Z 1 r r, Max m utvoita o ..soo.. ..vas.. t ..y� .. •^" .t f ' 5 �' Nom De Input Voltage............ ......................................325 @ 20RV.350 @ 240V....................................... ..Vdc... Maz input C t. ...)... .9 5.. ....13 ....16 5 @ 208V I 18 23 ....34 5.. ...Ade... I, 1 155 240V ..�............ �.30 240V_.�.... .�.r .... ......... ............ ........... ... baba .. .. ......... ......... ... t baba... @ $@ y x `rte e t 4 . �"�- Max In ut Short Ctrcu t Current 5 Adc j �.. /*>' .;:�" �' ........P......... .......................................... ........... ... .................. baba .......... baba .. .Reverse Polarity,Protection...... ... ,yes,... a .� � G rid F It I l b Detection 600ku 6ensitiv v^'a's., a%{� M A 1 titer Efficiency.baba. .97.�.....1...�-982... ...983 baba. Vim . dY� ... ... I 97 5 @ 208V I ...I..97 CEC Weighted Effie encY ... .. .97 5.. 98 .. ...97 5... ... 97.5.. j..?" ..97.5.., .. <.''=a a' r .. baba.. 9�.C'�z4o.. I 91:5.@2?flv.I f . � Nighttime Power Consumption.. 25 <4 ..�.. _ADDITIONAL.FEATURES ._._--.._ 1 5 P w" t�v� S pp t d C ton Interfaces RS485 RS232.Ethernet.ZtgBee(optional) .... baba .. .. baba r Z : A"`� s'l: `�� Revenue G tl Data.ANSI 0121 baba. .. .. ... baba baba Opti 1,' ... .. ... ... baba ... * l � P �•°' 9 ` Rapid Shutdown NEC201469012 I _ Funcbonality enabled whenSolarEdge rapid shutdown kit is mstalledl•' STANDARD COMPLIANCE _. — 9 UL1741 UL16998 UL1938 CSA 22.2 � Safe .s✓ 3*�" baba. baba. tan baba baba ... baba. ........... '� �'a - s. '"'��if �2 .c ✓�P Y... �. ............. ............ .. ... baba baba. baba... baba.baba. ... .. ..... Grid Connection Standards ., ,.,. ., ., ICEE1547. .. ... .. ... ... ... baba... .. � .. .. ... .. ... .. baba. ... ... baba... FCC PartlS class8 � INSTALLATION SPECIFICATIONS OutPutc ...... .............. 3/4': mum/8.... .,.,,... J� "�. �f9 �✓ §``: DC input conduit size It fstrings/ t'g/16-6 AWG 314 /12 f g�.. rang?............ ... baba ........... m ... .�1 2.. ........ ....... ....... .. 14 6 1WG............ 0 ens ons with Safely Switch 3/ 30.Sx 125x105/ tri/ f - I 3052125 x7.2/775x 315 x184 ........................ 775 X 31s x z6o mm n F yei&with Safety Sw�t<h ... .512!,23............................` 1 547/247....... baba 88 4%401 .§ ..+"a. ,,p{, Pu " j P � baba .. baba.. I convection ._... ...baba.............. . ...Natural.. baba... ... .. .. - Cooiing Natural Convection and Intemaf fans(user replaceable) fan(user er The best choice for SolarEdge enabled systems _...._......................................_......................_<2s................_.............i.rpe(as. Pl..........s�..._.......................eA... None Integrated arc fault protection ) p ...iu.-M...Oper..........pe0t.......................................13t114.....2.....+60(.4.............iona....able........:�........................... baba g p (Type for NEC 2011690.11 compliance Min:Max.Operatlng Tempe2ture -13[0+140/-25 to X60(-40 to+60—ion availablelsl) 'F/'C Superior efficiency(98%) baba. .......__.._I.........-baba...... 'Rang?................... ................................................................................................................. Protecdon Rating NEMA 3R baba._. .. ... baba baba... ........ ....................... ... .......... ... Small,lightweight and easy to install on provided bracket vo.ome,�e e .1-4—p-, � ��� ��� aNaHer rumenr snurre may be used;�M1e nwr-.erwll m Built-in module-level monitoring reirvar,..,n-usaborvrvaz po,>sww m::�eseis`oon`.usooiNrvxii°d ivaa+: sti oonso.st. — Internet connection through Ethernet or Wireless <a.�u.—virv:sc..x.n-us000xrvu<Iro.rsrow nN.rresrrcooausmzrvuu4l. Outdoor and indoor Installation Fixed voltage inverter,DC/AC conversion only 01 Pre-assembled Safety Switch for faster installation e 5 Optional—revenue grade data,ANSI C121 USA-GERMANY-I"IALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL ''1 ``• r ' ` ��� �. www.so(aredge.usx a ; as I i i { AUTHORIZATION TO MARK � AUTHORIZATION TO MARK 1 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 Models: 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 Report. (Option:followed by A to indicate Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT 6 Ha'Harash Street 45240 128 JUN CHENG RD Address: Hod Hasharon Address: GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bechar or Contact: Elaine Ouyang Mr.Meir Adest Phone: +972 9 957 6620#293 or Phone: 020-2805-4025/135.7023-5852 +972 9 957 6620#131 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaiine.ouyang@jabil.com Party Authorized ToApply Mark: Same Manufacturer Office: � Report Issuing Oe: Cortlandd,,NY 13045 Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager 0%_ us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. Tvs AuMorzelron b Mah is br Me orcNsisa use d IMeMKs Gish eM rs provWed punuanto Ma CaNgcalbn egl—betxeen InbM1ek,W ib GIent.Inertexs nsponsitility and gabfky aro Ilmged[p Ma Immo and n&i.,of Ma agrwmoM.1-1,assumaa w 11.1,114 b any pe M.—Ilmn Io No Client in acmd,nc,with Y apre.ffl,l«any II ,oawnso ar damoge wwsioned by Me use If MISAWmrixedw to Mark.Only IM Client is ouMo,i b pemtlt espying«dWrib l of In,AMhor Wn to Mark eM Man only In ft a ,ty.Ike A IMed ,Cettiaca nark sMOed to 6 ..ii laid out e rae win Ma agreamonl aM in MU A-1b,I.n b Ift.Any NM esa of 6n I—II,name fol Mo seta or admtlsement of Me tested—1,I,_ mce must first G eppn—I in nI"by Intl—In—Facbry As wwnb aM FW up Sarvkaa are for Me Iwrposa of esft approprlota usage of Ma CIM-ion mark in accordance wxM1 Ms .gram nnt,-yore not br the purposes of moduNon p.bly—1 and do wl mlisve IM GIeM of their obggetlolu in MIs respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 16998,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,2013/01/14 CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue No.1,2013/03/11 ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 ED 183.15(1Jan-13)Mar Wn, ED 16.115 n1 13)Mar Wq 3933 US Route 11 ® Cortland.NY 13045 Telephone:(607)753-6711 Facsimile: (607)756-9891 —intertek.com SolarEdge Technologies Ltd Letter Report 1017O3554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 20',2014 Project No.G101703554 • 3-ph Inverters: Mr.Meir Adest Ph:+972.9.957.6620 o SES KUS/SE10KUS/SE2OKUS when the SolarEdge rapid shutdown cable labeled r'MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge.com 6 Ha'Harash St. x"which is part of kit SE10O0-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON,ISRAEL any number;inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr.Meir Adest, If there are any questions regarding the results contained in this report,or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek,please do not hesitate to contact the undersigned. standards: Please note,this Letter Report does not represent authorization for the use of any Intertek certification marks. National Electric Code,2014,Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by: Howard Liu This investigation was authorized by signed Quote 500534459 dated 06/10/2014.Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek ( �I personal on 06/17/2014. `I_ l^ Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20'",2014 Date: June 20 ,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=3S0,zzz=500;where mmm,nnn,coo is any number,0-9 to a maximum up to mmm=40S,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/SE760OA-US/SE1O000A-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x'which is part of kit SE1O00-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 This mpod is for the exclusive use of IrrtertoMa GioM mq is providod W wnt to the eVsamnt betwoen Intanak and ks dbnt.IMertak'e msponv1o11N and J1,N1 y ore Ilmitod to Ta terms of rsoo.of theagreement InbRekassto P-d Ibbdllyroanyparty.oMerthan tog•Ind aalyintto vrind Ma agreement,for anytaeexpense ons of It occasioned M Te wa al Th report.qMy tlu GbM h o,tbdzetl ro Pemiu coredn9 m tllshibWbn of Wa repM and Ten oMy In Ib eMrery.AM use of tle IMeRek mma a om o!Its metes br tlw sale o adveNsartent of rM bsbtl mebdal,potluct or servze met ftst tb epgowd In writlng lry IMartak.The oEeeivations and test resuln In Th report ors rahvant oMy Te sempb lasted.Thins report by iteeaaoaa retimply TM tlw marorlal,protlrct or servieehor M1as ovor been u(�n/do��(r�a��n�jInbRe/k,eAa�M�flm�Eon program. //��� , lC[t!7 \ 1 I ria+ F V'�?•/ m-n ;Int<rtek,0 Page 2 of 2 Mtertek Intertek lnlerlek Mterfek intoiT<k interlek Intertek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative Intertek Testing Services NA,Inc. SD 12.1.2(11/11/10)Informative solar=oo so ar " o a SolarEdge Power Optimizer Module Add-On for North America P300 / P400 I P405 SolarEdge Power Optimizer &20 P400 P405 Module Add-On For North America � INPUT ° �� 61 f' r t ,: Rated Input DC Power'I .... ....300,d....... .....69M1001_ ....... .. ....... �...... ..W. Po I for 72 d h f I _ Absolute Maximum Input Voltage ,� 48 80 125 Vdc P300 / P400 / P405 r „(Voc at lowest tempo azure),,,, ,,,,,, _... „ .... ,'.e`, ` ® MPPT Ope anng Range .................. .5..48..... ............ .....8-80........ .... ......125...105... .... ...Vdc .. ---- -" - - � Maximum Short Cvcu t C rrent(Isc) 10 Adc ` ski " ski Maximum DC Input Curet .... ..... ..... ....125 ... ... ...Adc..... T!' 3 F '� � r Maximum EffiuencY ..... .... ............ ... .... .................... 99 5 .... ............ ....... % ...- f z*. _ ....... ... .. .................. 98:8 ............. % i � � � �, � Overvolta a Cate o 0 OUTPUTDURING OPERATION POW - O-PTIM ER IZER CONNECTED TO OPERATING INVERTER) -I - ----------— ---- �1 Maximum Output Current 15� Aft d . ....... .... .. .. ......... ..... ... ... ... ... ... .. .. r* r- Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safe Out ut Volta e e Power O nm zer 1 VL .�__P g� _ Z_.___ STANDARD COMPLIANCE ...................... .......... EMC FCC Part15 Class 8,IEC61000 6 2,IEC61000�6-3 • 3 ° � Safety _ IEC62109-1(class 11 safety):UL7741 .hpR r X f Apt' rr RoHS _.. INSTALLATION SPECIFICATIONS ... ...... _. Maximum Allowed System Voltage .... ..... ..... ..... ..... .. .... ....1000. ,_.. _.. ,,.. Vdc .......... ... .. .. .. � � fir` r, Pxzx 2 series 141 x 212 x 40.5/5 55 8 34 x 1 59 mm/in '¢'`'� ✓ k fir. Dimensions(W x L x H) .. ...... 128,152x 27.5/ I 128x 152x35/_ I ... 128 x 152 x 48,.. i x, .... ............ .... Pxxx 5 renes 5 z 5.97 x 1 08 S x 5.97 x 1,37 5 x 5;97 x 1;89 mm/in ..x-5 ser.. .... .. ..... ........... .. ... Weight(including cables)IPxxx 2senes .. 950/21. ...... ..... v' *' Pxxx-5 serves 770/1,7 930/2.05 930/205 rf lb .................................... .... ............. ........... .. . �......... .. ........ ..g. ... , 3 Input Connector. ........ .............. ................. .. ...MC4 Comparable..... ............ ............ ...... .................... Double Insulated Amphenol ,.. ,.................... .. Out ut Wlelen h 'ms0.95/3.0 12/39m/.ft s �., ,� ...P.... ......Bt.......... ......... .................. ...�. ..... .............. .. ..... Operating Temperature Range., ....... .... ..... ..... ....... 40_i8S/;40. +185..........................................,C./ P.. Protection Rating Pxxx4 renes, ... ....... ..... ......-... IP .../NEMA4 .Pxxx Sseries... .....................................IP68/NFMA6P........................................ r Ib $ r'> � -^" za n,i.e src aow..er sR mmm�ntoa�i.er�o.e,sw oewe,mk�rr�rmw� PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 4_ A SOLAREDGE INVERTER"),—_ Minimum String Length PowerO dmizers 8 10 18 ..(..........P........_)........................................................_............_............._..........F ............................L............ PV power optimization at the module-level Maximum String Length 25 25 50 (Power OptlmizersJ........._ L,. Upto 25%more energy ............. .._ ............................_.................. ......... ..............j............. Maxim. Power er Strin 5250 6000 12750 W Superior efficiency(99.5%) Parallel Stringsof DifferengLen..hs..........................................".L.._......_........_........... ............................. -.... - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or Orientations............................ ....j..._._,,.___,.,._,,,,.,__.,,.._.,, Yes vis roe aib om xnao5 wan v=W/v35o/p<W/V,W/P)W In one n.�q Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety M i - x, a USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL- AUSTRALIA www.solaredge.us g fifS�t41�7d1 /Id IRONRIDGE Roof Mount System AUTHORIZATION TO MARK rr` This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing i Report. This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. Address: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA _ —-- Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 (510)225-0973 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironddge.com Email: jnorsworthy@ironddge.com _ Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA C� Ofti✓19.- Q-r- JZ Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager En CIASSIPW (00us Built for solar's toughest roofs. Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit eAumot�atoamMark m mee.Na�edae«m, k=aema^tli. wltl tlo^�aNm/e�Nva o^a�meme^/e m e^Ima„akaaai—­1 a.,m„Iaxya^d11am4— mtmekacwmea m raowy moor rem..mev man m ma aem x axatlaxe»;m me aureer,em�«e^r km.e.oe"se a eaaaoeoemNoree and proven in extreme environments. o ire m«msAlm«�am mm o nmao m.a mwmM1wa„x.,dsma,d«miaA moRa dnmM n a dma^d nmme^ay a«I^�ek,�N w o ma e restrntetl m ma wMitions Hitl out m me aBRament ana In rna Aumor,zotbn m Maria Any/urttrcr us al lire Intertek reme(w me sob mativeNumentolma ma1N meh'al,Orud,cl a¢ervke must M1N ba opptwM n•+eM oy Ylteetek.I^Nel FaUsry Assesmenb oral FdvxuO Servi¢s are mrd+e put{Iv¢a(eswnrp appop,am usage«are Cedr2tan mark n attv,Uatxe xim th�,een,ent Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and m,yaraaMmrmaamo.es«„edwl�nrteal,ymatmlaaddaem�Ilwame�m,t«tl,�roaw,atlon.nm�,aa,e« 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 8474345667 Fox 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate F&IStandard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 All components evaluated for superior Pre-stamped engineering letters structural performance. Fe 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 FOEClass A Fire Rating Design Software Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. F01Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. FQ5)] competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 ED 18 J.15 nJen-rJ7 Mandatary i J . ZAE�IRONRIDGE Integrated Grounding System Installation Overview ❑ Install Roof Attachments Simplified Grounding O Install appropriate roof flashing and/or standoff for roof type. For Greater Safety& Lower Cost t , •Attach L-Feet to clashing 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 51 �r array.This process adds time and cost to the installation, Insert splice into first rail,then secure with Grounding Strap and $* f+ and often results in improper grounding,creating self-drilling screw. / 1 significant long-term safety risks. Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules directly to the mounting rails.This approach eliminates separate module Mount&Ground Rails grounding hardware,and it creates many parallel t f ilt il�l�t� v grounding paths throughout the array,providing „ •Attach rails to L-Feet and level rails. a�,- greater safety for system owners. Grounding Mid Clamp •Install one Grounding Lug per row of modules. �'- Each Grounding hAd Clamp pierces through the •Connect GroundingLu to grounding conductor. anodized coatings of both the module Name and 9 g g the mounting rail to form secure electrical bonds, which are repeated throughout the array. aInstall Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. I. Finish row with a second pair of End Clamps. Testing&Certification l e� Module Frame Compatibility The IronRidge Integrated Grounding System has been tested and certified to Y Dimension Range `•+tea_ UL 2703 by Intertek Group plc. F A 31.Omm-51.Omm UL 2703 is a proposed UL standard B 5.08mm(minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices.It ensures these provided table have not been tested for compatibility. 3 devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust In grounding 60cell and environments. 72-cell solar module frames with box construction and a range of anodization thicknesses. 2 The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strap of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding Straps are used to standard,includingtem erature and + bond ran-to-rail connections. Grounding Lug p IronRidge Integrated Grounding System. They are only required on the humidity cycling,electrical and mechanical rail with the grounding lug. Asingle Grounding Lug load testing,and manufacturing -+- r connects an entire row g quality 0 Go to ironridge.com/ig of Pv modules to Ne reviews. grounding conductor ;y�suri:aY:tbT•n�r¢tr�n.�� f,�ytA;'.:.1A7c7r',:�txGn�i:.r7na7rxl�,r;!xks�£'r:�.si3;•r�frrm,�*,Tor.T.�. �4�� I ® Tel Murphy Drive sm— Middleton,WI 53562 USA Starling Madison Lofquist, Inc. Tele hone:608.8319279 Consulting Structural anrf Fort•n sir Engin vers Facsimile: 608.831.9279 vMM1v.intertek.08 } r 5224 South 39'Street,Phoenby Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smleng.com IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zcphyt'Ave Page 1 of 1 l the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XR]00 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: f-Flush Mount Symme ricaj.1 Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XR100 Rail for the subject solar module support system and and 3,listed photovoltaic modules.Class A Fire Rated for Steep Slope applications with Typel, determined that, for the configurations and criteria described below, it is in compliance with the 2 and 3,listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-0058,51-5000-001 and 51-65-001 California Building Code 2013 Edition. Brand Name: IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR 100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a Verification Issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a 8431 Murphy Drive Middleton,WI 53562 building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either Date of rests: 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): 301769343MID-OOirl,101769343MID-001a,101915978MID-001&101999492MID-001arl-crl. rails are mounted across the slope with a.small clearance(flush mounting)to the underlying roof This verification is part of the full test report(s)and should be read In conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. Imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician 11,`Fire Resistance Title: Engineering Team lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: ) Signature: r���'-'` `'" ''}"'�"t"�""" Date: 03/30/2015 Date: 03/30/2bis 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 V"ift tion isforthe exclusive use of Intertek's client a ndisprovidedpursuant to the agreementbetween IntertekanditsCliens.Intertek's responsibilityandliabilityare limited to the re—s andcondill of the agreement.Intertek assumes no liability to onyparty,other than to the Client in accordance wRh the agreement,Jorany loss,e.vpense or damage accasloned by the use of this Verification.Only the Client is authorized to permit copying or dktribution of this Venflcation.Any use of the Intertek name orone ofits morksforthe svleoradvenisement ofthetested material,pmduct or service mustf,rst beapprovedin writing by Intertek.The observations and test/inspection results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers referen<edin this Venficv[ion are relevant only ro tF.e sample tested/inspected.This Verification byil;elJ does no[imply that the malerial,product,ar service is or hos everbeen under an Intertek c-tillation program. GFT-OP-11a(24-MAR-2014) � I IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 8 of 11 Mr.David F.Taggart Page 9 of 11 IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Table 7-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 1 Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XR100 Wind Ground Snow Load XR300 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf psf Psf psf psf Psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 46 105 107 98 64 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 CateBgory 130 96 91 80 72 66 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 CateCgory 130 85 84 75 68 63 59 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 170 64 64 64 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 CateDgory 130 80 80 72 66 61 58 54 52 49 46 CateDgory 130 75 75 72 66 61 58 54 52 49 46 140 75 75 70 64 60 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 150 66 66 66 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 64 64 62 58 55 52 50 48 46 44 1 170 59 5959 58 55 52 50 48 46 44 Notes-see page 11 Notes-see page 1 1 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineersli -8- -9- I IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I 1 Mr.David F.Taggart Page 11 of 11 IronRidge XR100 Rail,Roof Flush Mounting System–Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System–Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes–Tabulated values are based on the following criteria: XR100 Wind Ground Snow Load 1. Building mean roof height=30 ft Rail Speed 2. Risk Category I Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in sf sf psf psi psf psi psf psf 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 6. No rail splices in end spans 110 106 97 84 75 67 61 56 52 49 46 7, No rail splices in middle W of interior spans Category 120 101 94 82 74 67 61 56 52 49 46 8, Single simplespan(s). Sans listed in the tables above may be multiplied b 1.08 for 130 94 91 80 72 66 61 56 52 49 46 $ PP Y p Y B 140 88 88 78 70 65 60 56 52 49 46 continuous rails of 3 or more spans. 150 83 j 83 76 69 64 59 56 52 49 46 160 78 1 78 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 98 93 81 73 67 61 56 52 49 1 46 1 IronRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 46 the loads associated with the given array shall be the responsibility of the Contractor or Owner and —.0 g.,y 130 81 81 1 75 68 63 59 56 52 49 46 not IronRidge or Starling Madison Lofquist. 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. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 1 49 46 105 91 89 79 71 65 61 56 52 49 46 Please feel free to contact me at your convenience if you have any questions. 110 87 87 1 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 CateDgorRcscc[full y 130 75 75 72 66 61 58 54 52 49 46 P Y yours, t 140 70 70 70 64 60 56 53 51 48 46 Sqn j 150 66 66 66 62 58 55 52 50 48 46 Tn S J. sc G'!�j►O 160 62 62 62 60 57 54 51 49 47 45 WARNER CIVIL n 170 59 59 59 58 55 52 1 50 48 46 44 Tres Warner,P.E. No.49432 Design Division Manager QP0,�syeaF°Asx Notes-see page 1 l FFSSrOUAI Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lof luisy Inc. Consulting Structural and Forensic Engineers 10- Ii- MUd Murphy Drive SN/L_ Mkldleton,WI 53662USA Starling Madison Lofquist, Inc. Telephone:608.836.4400 C.I, I ing 51,I,,iur al and £o r IY I...c fnglneers Facsimile: 606.631.9279 .. WJN✓:In[ertek.Com " " r 5224 South 39"'Street,Phoenbr,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smleng.com IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page 1 of I t the referencedspecifications at the time the tests were carded out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Ratine: Characteristics: -Flush Mount(symmetrical).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 applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min,Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-DOSB,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: Intertek Testing Services NA,Inc. net area of 0.583 sq.m. 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 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The Date of Tests: 08/27/2014 to 03/17/2015 rails are mounted across the slope with a small clearance(flush mounting)to the underlying roof Test Report Number(s): 101769343MID-OOirl,101769343MID-001a,101915978MID-001&101999492MID-001ar1-cr1. This verification is part of the full test report(s)and should be read In conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. Imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician 11,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: Signature: Date: 03/30/2015 Date: ~03/3o/2bi5V The effect of seismic loads(for all design categories A-F)have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5, &6 below for 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes. This Verification is far the...1,slve use of intertek's client and is provided puauant to the agreement between Int—k and its Client lntertek's responsibility and liability a,, limited to the te-1 and conditions of the agreement.Intertek assumes no liability toanyparty,other than to the Client in accordance with the agreement,forany lass,tnpense ar damageocc—aned by the use ofthis Verification.Only the Client is authorized to permit copying or distribution of this Venficalian.Anyuseofthelnte knomearoneofits marks far the sole.,advertisement of the tested material,pmductor service must first beapproved in writing by intertek.The observations and test/Inspealon results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers refer.tear in his Verification are relevant only to the somple tested/inspected.This Verification by itself does nat,mply that the material,product,..service Is or has ever been under an In tensk certification program. GFT-OP-11a(24-MAR-2014) [ronRidge June 16,2014 [ronRidge June 16,2014 Mr.David F.Taggart Page 5 of I 1 Mr.David F.Taggart Page 6 of 1 l [ronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR100 Wind Ground Snow Load XR100 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf Psf psf psf psf psf psf psf psf 100 112 97 83 72 64 58 53 49 46 43 100 106 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 CateBgory 130 112 97 83 72 64 58 53 49 46 43 Category 130 83 83 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 98 1 96 1 82 72 1 64 58 1 53 1 49 46 43 150 73 73 73 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 160 68 68 1 68 68 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 1 170 64 64 64 64 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 1 43 105 87 87 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 103 97 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 CateCgory 130 96 95 82 72 64 58 53 49 46 43 CateCgory 130 71 71 71 71 64 58 53 49 46 43 140 89 89 80 71 64 58 53 49 46 43 140 66 66 66 1 66 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 1 46 43 160 79 79 76 69 63 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 100 84 84 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43 120 95 95 82 72 64 58 53 49 46 43 120 70 70 70 70 64 58 53 49 46 43 CateDgory 130 88 88 80 71 64 58 53 49 46 43 CatD ory 130 65 65 65 65 64 58 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46 43 160 73 73 73 6761 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 68 68 68 65 60 56 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43 Notes—see page I I Notes—see page l l Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers 5- -6- i IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 7 of II Mr.David F.Taggart Page I I of 1I IronRidge XR100 Rail,Roof Flush Mounting System–Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System–Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes–Tabulated values are based on the following criteria: xRWind Ground Snow Load 1. Building mean roof height=30 ft Railail Speed 2. Risk Category I Exposure mph 0 psi 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in sf psf psf psi psf psi psf psi psf 4. Provide 2 in.clear between roof and rail 100 87 87 83 72 64 58 53 49 46 43 5. End cantilever span(max)=0.40 x maximum span from above tables 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 72 64 58 53 49 46 43 6. No rail splices in end spans 120 73 73 73 72 64 58 53 49 46 43 7. No rail splices in middle 1!3 of interior spans Category 130 68 68 68 68 64 58 53 49 46 43 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for 8 140 63 63 63 63 63 58 53 49 46 43 continuous rails of 3 or more spans. 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 74 74 74 72 64 58 53 49 46 43 in a workmanlike manner in accordance with the`IronRidge Roof Mount Installation Manual' by 105 71 71 71 71 64 58 53 49 46 43 IronRidge and generally accepted standards of construction practice. Additional information is 110 68 68 68 68 64 58 53 49 46 43 available at the IronRidge web site,IronRidge.conn. Verification of PV Module capacity to support 120 62 62 62 62 62 58 53 49 46 43 the loads associated with the given array shall be the responsibility of the Conti-actor or Owner and Category C 130 58 58 58 58 58 58 53 49 46 43 not IronRidge or Starling Madison Lofquist. 140 54 54 1 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 The adequacy of the supporting roof framing is to be determined by others. 170 44 44 44 44 44 44 1 44 44 44 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 Please feel free to contact me at your convenience if you have any questions. 110 62 62 62 62 62 58 53 49 46 43 120 57 57 57 57 57 57 53 49 46 43 —.Dgory 130 53 53 53 53 53 53 53 49 46 43 Respectfully yours, 140 49 49 49 49 49 49 49 49 46 43 sqc t 150 46 46 46 46 46 46 46 46 46 43 TR S J. fc rj.{ #r 160 4343 43 43 43 43 43 43 43 43 0 CIVIL o WARNER 170 41 41 41 41 41 1 41 41 41 41 41 1 Tres Warner,P.E. No.49432 m Notes-seepage i1 Design Division Manager O^FSS'oNAL61 q, 30/1 i Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Stnictural and Forensic Engineers -7- ]]- I E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, ITEMDESCRIPTION Q Y./BOX drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. 1 FLASHING,9'X 12"X.040",5052,MILL 1 e1111 1111111111111111111111111111111 �11111 111 111111111111111Pill _ 2 QBLOCK,CLASSIC,A360.1 CAST AL MILL I 3 PLUG,SEALING,5/16"X 7/8,EPDM/18-8 SS I 4 LAG SCREW,HEX HEAD,5/16'xb-I/7'.18-855 1 tl 1i711� r j 5 WASHER.FENDER,S/16"IDX I-1/4"OD.I"SS 1 RACKING COMPONENTS NOT INCLUDED c 5 1 1 ' 4 1.25 l I 3 _t.t)c Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert flashing between 1st and 2nd course.Slide J - mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 3/4"higher mounts will be placed. as required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower f----- 4.51, next page. flashing edge is above the drip edge of l st course. Mark center for drilling. I 225 — 2 .29 Quick Mount PV` - - nnE: Q AVAILABLE DMILL AND MSE-LAG:QMPV E-MOUNT BRONZE ANODIZED WITH LAG BOLTZED FINISHES SIZE DRAWN BY: DFM REV uvc"cs A-DAIE: 6/.M11 I am°5`o.,.r..bwr,.a,o.ow ""•••"'a•mc�o"...000N 3'°otarsenu ee..mrvc rwseruec2Lag PUII-0Ut(withdrawal)capacities(11)5)in typical lumber- osu�isza Using drill with 7/32'bit,drill pilot hole into roof Clean offanysawdust,and fill hole with sealant Slide the flashing into position.Insert the rubber Lag Boll Specifications and rafter,taking care to drill square to the root compatible with roofing materials. plug into the QBlock cavity. sPeorK_wy sts man lrcr 9'm,oaa eePm snsanonPerrmmaa aeoln Do not use mount as a drill guide.Drill should be 'long style bit:aka aircraft extension bit'to drill a Da"gwe Pir.l.amn so ----;6a zss 1 W'deep hole into rafter. Dwgles F:r,5-h q6 705 235 Ergalmann Spmce lalge°N P'ne(MSR 1fi5018 higher) .ae 105 2S5 Hem Fir 42 636 212 i Hem FrINaLrI 48 i05 315 3ou1-n Pie .54 931 307 „.-. MAA,P - Soruce,P're,Fr 13 Spruce Pne Flr(E ol2ml on ps arM hghargradea afMSR antl MEL) 60 798 266 �' fi ,a _ Net—s:Amer<an Wood Counal,Nos 2005,Table 1/1A1132A Notes 11 Thread must be embedded in,rafter or otherstmcturalroof member 715ee NDSTable 11.5.1 C for required edge d stances (wick Mount PV' Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on an impact gun drive RESPECT THE ROOF the lag screw the lag screw until the QBlock stops rotating easily. DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 817.2.3-31 Sep-2014,Rev 1 Lo=U5 Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY rnmm omm v®®®=MM Shielded cars nim nem= Em INTERNET q®�"CA C7m111R LGate 120 �'•^' 1'J'®��� n RESIDENTIAL SOLAR MONITORING SOLUTION d 9ER�T t, r M©M '•a® l te ii LocyL{ .n.r,m p P3mn mmm _. f ' It NAME ELECTRICAL for rernote nionitoring of solar photovoltaic systerns. _ R®=Rte= SERVICE features a sniart communications module to automatically .� "Re....r-mak,, ©M®ram- INVERTER(S) LGATE 120 transirut meter data PV ARRAY • • networks allowingto easily rnanage distributed DIMENSIONS SOCKET METER LOCUS ENERGY METER BASE COMM MODULE METER MODULE 6.951n The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. r'11 sin These components work in conjunction to remotely monitor the performance of residential solar energy installation ®4 0 regardless of panel or Inverter type.The LGate 120 is a one-piece completely under glass meter which installs c' easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics for asset managers. - " 5.46 in —.i 6.00 in I 7.30 in —+ DATA COLLECTION AC energy data is collected by the meter and passed to the communications module.Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS-485 or Zigbee connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS SolarNOC platforms. Procesor ARM9 embedded CPU Accuracy ANSI 12.20(Class 01%) Os Custom version of L lnux 26,OTA firmware updates Voltagelnputs 120-480 VAC NETWORK CONNECTIVITY Memory 128 MB RAM MaxCurrent nput 200A The communications gateway Inside the LGate 120 supports plug and play connectivity through a cellular or available Display LCD screen Socket Type Single phase,fig H: SockaC Type 2S Ethernet network connection.Once the unit Is installed and powered on,It will immediately begin transmitting data without any configuration.For maximum reliability,the communications gateway will automatically route uploads Enclosure NEMA 311 Type between the wireless and wired connections if either of the networks are unavailable. weight B p2 ANSI 220class 0.2% Dimensions 6.95'u 6.5"x 7.3" FCC Par 1156 Environment -20 to 60C.all-weather PTCRB FEATURES warranty syearlimited warranty AT&T Carrier Compliance • ANSI C12.20 power meter Easy,low cost installation • RS-485 and Zigbee Inputs Doesn't require entrance into the building Model Numbrt 1-G-120-3Gx LGate120d6y LGate120.3G, Cellular-3G GSM J ✓ ✓ • GSM cellular or Ethernet connectivity Plug and play activation Rs-4852 and 4 wire ✓ • Over the air firmware updates LCD display Modbu3 ✓ Zigbee ✓ Ethernet R!-4510/100.DHCP/S[ahc J Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application • Single meter position Receive ANSI C12.10 watthour meters X Surface or flush mount(see chart) F 1W=Ua' i X'i Construction 011 F-Flush Mount >Aa «� Ringtype (U)204 MS68-2"Conduit Hub 1A=14 �- NEMAT e3R O (U)207 MS68A-MS73+MS68 4F=2" 1 1/ a ANSI 61 gray Ecoat finish ` 927 MS73 AL Screw Type Ring 4G=214' 2" 114'-11/4' Aluminum snap ring included SF-Semi Flush Mount Top Provision=See Chart SS-Stainless Steel Standards Accessories UL 414 Listed 5th Jaw Kit-50365 •ANSI C12.7 • 200ATriplex Ground-ET6200 Knockout Layouts 677(closed) U204(open) AW Hub ParWPc catalo/ Amp slindca common. Fig.1 __ Fig.2 Number Number eating Jaws Type Access Line Load Neutral Top Provision TOP Provision 78205142000 011 125 4 10/3W GH/UG X14-2/0 X14-Z/0 i14-2/0 ''--D 78205142040 011E 125 4 10/3W OH/UG X14-2/0 014-2/0 X14-2/0 76205142045 011 MS73 125 4 10/3W OH/UG 114-2/0 114.2/0 114-2/0 78205142050 011 SF 125 4 10/3W OH/UG 114-2/0 X14-2/0 X14-2/0 78205144030 927 100 7 30/4W OH/11G 014-1/0 114-1/0 X14-Z/0 78205156000 204 200 4 0/3W OH X6-250MCM X6-250MCM X6-350MCM 1 Q O 78205156020 200 F 200 4 10/3W ON X6-250MCM 16-250MCM 16-350MCM ' 78205156030 204 FMS73 200 4 10/3W OH X6-250MCM X6-250MCM X6-350MCM 78205156040 2111 MS68 200 4 10/3W OH X6-250MCM 16-250MCM 16-350MCM _ 78205156035 204 MS68A 200 4 10/3W OH X6-250MCM X6-250MCM X6.350MCM 78205109490 204 MS73 200 4 10/3W OH X6-250MCM X6-250MCM 16-350MCM 41 78205156005 U204 200 4 10/3W UG 16-250MCM X6-250MCM X6-350MCM 4F 4F 4F 78205156045 U204 200 4 10/3W UG X6-250MCM X6-250MCM 46-350MCM I ^J^y'II 4F 78205156060 U204FMS73 200 4 10/3W UG X6-250MCM X6-250MCM X6-350MCM 1A :. '1 w 78205156070 U204 MS73 200 4 10/3W UG 06-250MCM 16-250MCM 16-350MCM 4F 1A 78205156140 U207 200 7 30/4W OH/UG X6-250MCM X6.250MCM X6-250MCM 78205156170 U207 200 7 30/4W UG X6-250MCM 16-250MCM X6-250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG X6-250MCM X6-250MCM X6-250MCM Pmt/UPC Catalog —Overall Dimension,— Top Knockout Number Number Height Width Depth Provision Brain Fig.3 Fig.4 78205142000 011 12' 8' 4s/e' Hub Fig,1 Top Provision 78205142040 011 F 12" 8" 45/e' 2'"max ax Fig.1 Top Provision 78205142045 011 MS73 12" 8" 41/s" AW Hub fig.l 78205142050 011 SF 12" 8" 4s/," 2"max KO Fig,1 78205144030 927 17" 8" 4a/s" AW Hub Fig.1 78205156000 204 15' 8" 4s/a" AW Hub Fig.2 78205156020 214 f 15" 8' 6' 2"max KO Fig,2 O O 78205156030 204 F MS73 15' 8" fi' 2"max KO Fig.2 78205156040 204 MSU 15' 8" 41/e" AW/2'Hub Fig.2 4F 4G 78205156035 204 MS68A 15" 8" 4s/a" AW/2'Hub Fig.2 _ 78205108490 204 MS73 15" 8" 45/e" None Fig.2 - } 78205156005 U204 15" 12" 4s/a" None Fig.3 78205156045 U254 F 15" 12" 6" (2)2"max KO fig.3 4G I 4F 4G 78205156060 U204 F MS73 15" 12" 6" None Fig,3 4F =4G . 78205156070 U201 MST! 15" 12' 4/e' None Fig.37::�_78205156140 U207 18" 12' 5" AW Hub Fig.4 AIC Note: 78205156170 U207F 18' 12" 5" 21/i max KO Fig.4 For short circuit current 4G 1W 78205156180 U207 MS73 18" 12" S' AW Hub Fig.4 ratings see page At L— B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches B—Line by lrGT'N 5 Meter Mounting Equipment Meter Mounting Equipment 6 by V;I.tl ) r I US 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 C32.20(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 suoaort(@locusenerity.com. The Locus Energy Team Locus Energy,LLC -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 QTY. HIS EDGE TOWARDS ROOF RIDGE I FLASHING,9"X 17'X.040,5052,MILL 1 2 OBLOC%,CONDUIT,5/16.W61-T6,MILL 1 WASHER.SEALING,I/4"ID X 7/8'OD, 0 BONDED SS - 4 1 LAG SCREW,HEX HEAD F .J AVAILABLE IN MILL,CLEAR ANODIZED, y v AND BRONZE ANODIZED FINISHES. si 12.0 CONDUIT CLAMP 1.3 NOT INCLUDE 4 2 3 Choose placement of conduit mounts along path Lift composition roof the with roofing bar,just Slide conduit mount intodesired position.Remove 2.5 ofcondult.Select location over center of rafter. above placement ofconduit mount. any nails that conflict with getting the mount Flush 3 with front edge of shingle course.Mark cernter for drilling. 4.5 c •air .. 2 9.0 .79 (wick Mount PV° TITLE QMCC:CLASSIC CONDUIT COMPOSITION MOUNT R.nusa,neFwae s.�aco ;. •:. ,.'. A .s--.. oeMwiorc 4aee eq,es SIZE DRAWN BT: RM REV A DAM: 9/24rm13 4 ." :•r.,n' ` ,,,,o.«a«..,�„�.,,.a,�®. ••+,"•a«re....�«., oo,o�sc..reo.AwPc „,.Ins swe.0 wac�n.o.m seem ori Using drill with 1/8"long bit,drill pilot hole into Clean off any sawdust and fill hole with roof Ljft shingle and slide conduit mount into place. 5 4 3 �cr2 « 1 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(rot Included)as shown.Insert lag through Lag Boll Specifications hole in block and position clamp over conduit. IsP«,ac Omoar 114•ahan peri a4•mmnd bean, s;4•shan m,1• aeon, L`. Dp Iaa Fn,Lerch .50 393 225 All Duupina manufacturers'writ- Flr,scum .46 353 202instructions En'amonn Spnce Wlaode Pine(MSR 11650 fol ni6ner) .46 353 202 rfollowed by anyone modifying a Hem,F, 43 313 179 Mom,Fr(NOM) A6 353 202 roof manufacturer's specs and 3oushem Plne 55 455 260 61-1,1n F, .42 302 173 instructions prior to touching Spmce Pisa.F:r(E.2m-n peierA l,ghar grades of MSRard MEL) .50 393 Tsthe roof, Scan—A-1can Wood Conn sit NDS 2005,Table 112 A 1132 A Notre: 1)T See IBC for requirhread must be embeddedd edge diem—s.ina raker or other shuctural roo(member. Insert lag through hole in block and Position 2) e IMPORTANT:To—imainwater fin tis lm n—tietthealuminum Kashin (item 1)Is davelagu conduit.Using drill with 7/16"socket prao gi pa g properly purred under one full course abwe[he mounting bock with at lean some o![he clarnpag until nduit.s tight flashing eMending upunderlhe couriedboveth+s r<umll W1n<,nvri„n<nn MrM • Fn—"VI- Mount Pel` uick Mount 925-478-8269•www.quickmountpv.com•info@quickmountpv.com. RESPECT THE ROOF 2700 Mitchell Dr.,Bldg2 •Walnut Creek,CA 94598 617.2.3-8 Aug-2014,Rev4 BI 7.2.3-8 Aug-2074,Rev 02013 by Quick Mount PV All rights reserved. >�ti Massachusetts Department of Public Safety I r Board of Building Regulations and Standards License: CS-027847 l Construction Supervisor \�~1 1 I, PHILIP J CHOUINAft0 ;r 78 OAK ST.UNIT#�. y ASHtJWO MA 01729 x . f jzu Expiration: Commissioner 1110912017 .�` C1/re, r?»1»Lait<c�c�{rl t1 �C� lJli'f'llt��G �l Office of Consumer Affairs td Busine:1 ss Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: Supplement Card SKYLINE SOLAR, LLC, Expiration' 6/712016 PHILIP CHOUINARD 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. SCA t G 2OM-M1! 0 Address ❑ Renewal n Employment Lost Card r'�7r`F�r,run Hrrvu/i/r�'"�ll.,rtl'l+'rii,•/% f6ce or Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: registration: 172284 Type, Office of Consumer Affairs and Business Regulation yp 10 Park Plaza-Suite S 170 Expiration: 8/7/2016 SKYLINE SOLAR,LLC. Supplement r:ard Boston,MA 02116 PHILIP CHOLONARD , 139 GLENDALE AVE. r ...s...� _ EDISON,NJ 08817 _--; Undersecretary kNot valid without signature 91te eammowaAeaa 0/tA� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration I . - � Registration: 172284 r 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. DPS-CA1 0 50M-04iO4•G101216 C Address J Renewal (J Employment E] Lost Card 67, - 'C9anrrro�auaea a11�✓ Curaa� office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 172284 Type: Office of Consumer Affairs and Business Regulation Expiration: 617/2016 LLC 10 Park Plaza-Suite 51.70 UW Boston,MA 02116 SKYLINE SOLAR;LLC. PETE DESBAS 124 TURNPIKE ST SUITE 10 DJL— WEST BRIDGEWATER, MA 02379 Undcrsecreta --61 Not valid without signature M e.QQ VIA- Date Town of North Andover Your permit has been sent back to you for the following reasons: 1) Check amount incorrect . 2) No copy of current license 3) Insurance Binder not on fife or expired 4) No Workers'Compensation Insurance Affadavit Form Please call with any questions 978-688-9545. Fax 978-688-9542 Workers'Compensation Form and Schedule of Fees can be found on the Town of North Andover Website under Building Department. Mailing Address: 1600 Osgood Street, Building 20,Suite 2035, North Andover, MA 01845 �(1VV1.2�wr•P� IAA, 2e��