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Building Permit # 3/8/2016
..., ca YH BUILDING PERMIT TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received_ -..._ Sac rain Date Issued: ,, 14&�-' IMPORTANT: Applicant must complete all items on this page LOCATION 11 Gana St, Print PROPERTY OWNERHeather e. Rowe ; 210-015 Print MAF' NO: ' PARCEL:0053-OOOOZONING DISTRICT: Historic District yes no 053 Machine Shap Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building I_I One family ❑Addition ❑ Two or more family ❑ Industrial X Alteration No. of units: ❑ Commercial 1-1 Repair, replacement n Assessory Bldg [:::I Others: ❑ Demolition ❑ Other C.1 Septic ❑ Well ❑ Floodplain ❑ Wetlands i Watershed District ❑Water/Sewer Installation of a safe and code compliant, grid tied PV solar system on and existing residential roof. Identification Please Type or Print Clearly) OWNER: Name: Heather B.Rowe Phone:978-836-0103 Address: 11 Dana St.North Andover, MA 01845 CONTRACTOR Name: Sky sol r LL Phone: 7323543111 Address: 124 Turnpike St,Ste 10.W.Bridgewater, MA 02379 Supervisor's Construction License: Exp. Date: CS-127047 11x9/17 Hoene Improvement License: Exp. Date: 172284 6/7/16 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDOVG PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATEQ COST BASED ON$125.00 PER S.F. Total Project Cost: $ 29,000 FEE: $ Check No.: l I t , _C/ Receipt No.: MOTE: Persons contrac ink w' r unregistered contractors do not have cF�cess to the guaranty fund l Signature of Agent/Owner Signature of conte ct ' NORT �',own of Andover F I � No. 2A I - r h ver, Mass, o LAK! 1. COCKICKl WICK RATED ►��,��� U BOARD OF HEALTH Food/Kitchen AM Septic System THIS CERTIFIES THAT ..... ..... .......... BUILDING INSPECTOR � � Foundation 'has:permission to erect.......................... buildings on ..... . ...... .. .................................... ... ....... ...... Rough to be occupied as ..6 ... ..... .1Y... .. f�► ..... . lM...... ............... ......... Chimney provided that the person accepting this permit sha n every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and.By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. ® PLUMBING INSPECTOR 160 i< VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final IT 1 ®NTS ELECTRICAL INSPECTOR . UN LES RTS Rough Service ........ .. ................................................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy Bu Rough Displayin a Conspicuous Place on the Premises — Do Not Remove Final No Lathing r all TBe one FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. ltllf T URAL ENG 11t 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. 1 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. �-CN OFNlgss If you have any questions on the above, do not hesitate to call. PAUL G zACHER Prepared By: TRUCTURAL5010 Inc.CEngineers g i Structural En RosevilleANIP o �r. ss/ONAL�N�\� 1 of 1 l SO SiII Colleqe Boulewir f, Suite 150 e Rr Bevil e, CIA 9S661 o 9 6,961,3960 P 916 9613965 Mai: 11 December 11. 2015 8Ungevkv 86 F[8DNiO Street Oakland, CA940O7 /\ttn.: TOWhom |tMay Concern re: Job 15OO~D17O3: Heather E| Rowe -21541O2 The following calculations are for the structural engineering design Vfthe photovoltaic panels located at 11 O@Da StrHet, North Andover, MA 01845. After review, PZSE. Inc. certifies that the roof structure has sufficient structural capacity for the applied PV |U8dS. |fyou have any questions OOthe above, donot hesitate to call. � Prepared By: | PZ8E. Inc. - 8tnJCUu[a| Engineers Roseville, CANAk- � PAUL K. ZACHER STRUCTURAL j4Q.50100 1 of Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 55 psf Ce= Exposure Factor= 0.9 (ASCE7-Table 7-2) C,=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1= Importance Factor= 1 pf=0.7 Ce Cf I pg 38 psf (ASCE7-Eq 7-1) where pg< 20 psf, Pf min = I x pg= NIA min snow load (,,ofslope<15°) where pg> 20 psf, Pf min =20 x 1 = NIA min snow load (roof slope<f5°) 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 9.0 psf 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 2 of 6 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 3U# Effective Wind Area 10.8 ft � � Design Wind Pressure � Calculations Wind Pressure P=oh*(Q*Cp) � qh=O.0O258^Kz°Kd^Kd°V^2^| 0Eo618 Kz = 0.85 (Table 6-3) Kd(topographic factor)= 1 (Fig.074) 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 I Zone 2 Zone 3 Positive 8Cp= '0.88 '1.08 -1.08 0.90 (Fig.6-11) Uplift Pressure= -1984msf -24.12msf -2412 psf 20.12md XStandoff Spacing= 4.00 4.00 4.00 YStandoff Spacing= 2.71 2.71 271 Tributary Area= 10.83 10.83 10.83 Footing Uplift= ^213|b -261 lb ~261 |b Standoff U |UtCh chMaximum Design Uplift= -261 lb � � Standoff Uplift Capacity = 700|b 700|bcapacity>281 |bdemand O& � Fastener Capacity Check � � Number ofFasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 lb Fastener Capacity= 820 lb � 8%O|bcapacity>201 lb demand T�I f oru. OR 3 of Framing Check ARRAY PASS w=G3plf Dead Load 11.0 psf PV Load 3.0 psf Snow Load 33.4 pnf 2x8Rafters @1G"u.o. Member Span=11'-11" Governing Load Combo=DL+SL Note:Attachments shall beStaggered. Total Load 47.4 psf Member pm rU Member Size S(in A 3) 1(in A 4) Lumber Sp/Gr Member Spacing 2xO 13.14 47.83 SPF#2 @18"o.x. Check Bending Stress Fh(poU= fb x Cd x {% 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 = kwL^2\/8 � = 1120.60 M# = 134482 in# Actual Bending Stress=(Maximum Moment)/S = 1023.5 psi AUnwed»Antuad-738�0tresaed / Check Deflection Allowed Deflection(Total Load) L/I 2(1) (E 1400000 psi Per NDS) = 1101in � Deflection Criteria Based on = Simp|eSpun / Actual Deflection(Total Load) = (5*w*L^4)/(384°E°|) = 0.430in � = LO33 < Lh20 OK � Allowed Deflection(Live Load) = U180 0.794 in � Actual Deflection(Live Load) = (5*w*L^4)/ 0.303 in � L/472 < L/1 80 Therefor 0K Check Shear Member Area 10,9 in A 2 Fv(psi) 135 psi (NDS Table 4A) Allowed Shear = Pv°A = 1468|b Max Shear(V)=w°L/2 = 376|h ADuwed�ActuW~^25.7�Stressed ^~ 'I herefore, 4ofO Framing Check ARRAYS 2 & 3 1`,AS 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 A3) 1(in A4) 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 = (wLA2)/8 = 590.451 ft# = 7085.42 in# Actual Bending Stress=(Maximum Moment)/S =539.2 psi 4iia vP ai> fkc, x ai '�i��.'��"�i `Gu.l�, " V.(J 1�. f;rlt�f:�tPil OK Check Deflection Allowed Deflection(Total Load) = I_/120 (E=1400000 psi Per NDS) = 0,833 in Deflection Criteria Based on = Si nips e w pan Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.111 in = L/901 < L/120r;�� Allowed Deflection(Live Load) = L.l180 0.555 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.083 in L/1205 < L/180 Therefore O Check Shear Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L 12 = 2831b APBowef,J> ch,�n�1 I,r 19,4%, L'°hwk fora,OK, 5 of 6 Lateral Per 2OUQIBC Chapter 34 Existing Weight of Effected Buildi Level Area Weight(psf) Weight(lb) Roof '1383 M 11.0 Psf 15216 lb Ceiling 1383 sf 6.0 psf 8300 lb Wood Sidi (8'-O"Wall Height) Int 4 lb Existing Weight ofEffected Building 44310 lb Proposed Weih of PV System Weight ofPVSystem (PerGungovity) 3.0 psf Approx.Area of Proposed PVS t 484 sf Approximate Total Weight ufPVSystem 1482|b 10%Comparison 10Y6ofExisting Building Weight LAUowad> 4431 |b Approximate Weight ofPVSystem 0\ctua0 1482|b PwmaUt|numano 3.3% 4431 |b>14KUlb,Therefore OK 6of8 1 2 3 4 5 PHOTOVOLTAIC SIBSTEM SHEET INDEX PVO.0 COVER AND;SITE PLAN PV1.0 GENERALNOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 7.238kW\8.16kW '1 PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: q � A PV MODULES: (32)Trina Solar TSM-255 PDO5.05 KEY: INVERTER(S): (1)SolarEdge SE760OA-US I ---- PROPERTY LINE ——— CONDUIT RUN 0 INVERTER — ---- DRIVEWAY ❑ SUBPANEL SCOPE OF WORK: -- FENCE O DC DISCONNECT FIRE CLEARANCE E] AC DISCONNECT INSTALLATION OF A SAFE AND COD&COMPLIANT ROOF 1 STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES OSJUNCTION BOX RESIDENTIAL ROOF TOP. ®SOLAR MODULE Q MONITORING UNIT MAIN SERVICE PANEL E] COMBINER BOX O UTILITY METER E] ROOF ROOF 3 Q PV METER OBSTRUCTION ROOF ARRAY 3 APPLICABLE CODES: ARRAY 2 2014 NEC i 2009 INTERNATIONAL CODES WITH MA AMENDMENTS ROOF MOUNTED CONDUIT 3 = , CONTRACTOR INFORMATION: B I UNITED SOLAR ASSOCIATES MALDEN 452 PLEASANT ST. MALDEN,MA 02148 �- JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF MPW 1600 OSGOOD ST. 1 NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: ./.. , ) LOCATION OF MAIN m -� SERVICE PANEL `L INSIDE BASEMENT FOR INSTALLER USE ONLY POST INSTALL SUNEYES REOUIRED4 NO S-� 1 CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT; CUSTOMER INFORMATION: HEATHER B ROWE 11 DANA STREET ER,MA SITE PLAN N (9778)T36-01103/#2154102845 SCALE: N.T.S. - DESIGNED BY: REV#: DATE: PV-0.0 VALID.B 1 0 1 2/23/16 BUNOEVRY INC.66 FRANKLIN ST SUITE 31011KLAN0.CA W117 - By:ALOY Dnio:—L-1:P--—1o29V2Shoot U.:1 7 THESE OFAWINGS,SPECIFICATIONS.IND DESIGNS ARE THE PROPERTY OF SUN—QTY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIRC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPEDW—UT OUR WRITTEN CONSENT 1 1 Z 1 3 4 5 GENERAL (VOTES. ELECTRICAL NOTES: GENERAL NOTES: E1.ALL EQUIPMENT IS.LISTED FOR USE. N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A,RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THATSYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTILTHE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 313 RATED. E7.ALL MOD ULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES REQUIREMENTS GIVEN BY UTILITY COMPANIES. ORJUNCTION 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 E11.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: 3 REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 6901.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(8)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED Aif 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 50 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'SEEIDATA 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: PV.1.0 VALID 1 0 1 2/23/16 BUNG--B. -D-F--KIND.CA .1 By.FUOY DoIo-tnrnlbn:Rvuo.2i5at025VE Elwes[Elm:1-7 THESE DRAWINGS,SPECI-TIONS.AND DESIGNS ARE THE PROPERTY OF BUNGEVITY INC.NO PART SHALL BE CDPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (32)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 T-5" MODULE WIDTH: 39.05 34'-2'• CONTINUE TO ARRAY 3 ROOF 1 SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 11'-11" 5' 13'-1° RAFTER SPACING: ROOF MATERIAL: COMPOSITE SHINGLE ARRAY SPECS ROOF,2 NUMBER OF MODULES: 20 _ _ - _ TOTAL MOD.WEIGHT(Ibs): 820 A ARRAY,2 RACKING WEIGHT ): 153 Ibs .2 ( ._ ARRAY WEIGHT(Ibs): 973.2 ARRAY AREA(sgft): 352.3 ARRAY DEAD LOAD(Ibslsgft): 2.8 ! 2a NUMBER OF MOUNTS 43 _ IROOF 1' - LOAD PER MOUNT(Ibs): 22.6 ARRAY _''., v _— _—_ _ ARRAYAZIMUTH(-) 165 ARRAY TILT(") 35 NUMBER OF FLOORS 1 ROOF 2 SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 8'-4" RAFTER SPACING:1 16" ROOF MATERIAL: COMPOSITE SHINGLE . ARRAY 25PECS - 6 NUMBER OF MODULES: 6 C? TOTAL MOD.WEIGHT(Ibs): 246 ARRAY 2 LAYOUT RACKING WEIGHT(Ibs): 56 2SCALE: 3/16"=V " ARRAY WEIGHT(Ibs): 302 ARRAY AREA(sgft): 105.7 RRAY 1 LAYOUT ARRAY DEAD LOAD(Ibs/sgft): NUMBER OF MOUNTS: 17 17 7 SCALE: 3/16"=V-0" LOAD PER MOUNT(Ibs): 17.8 ARRAYAZIMUTH(") 255 3 ARRAY TILT(') 24 B NUMBER OF FLOORS 1 ROOF 3 SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 8'-4" RAFTER SPACING: 16" ROOF MATERIAL: COMPOSITE SHINGLE ARRAY SPECS NUMBER OF MODULES: 6 TOTAL MOD.WEIGHT(lbs): 246 4'-11" 13'-1" RACKING WEIGHT(Ibs): 56 ARRAY WEIGHT(Ibs): 302 SOLAR MODULE ARRAY AREA(sgft): 105.7 ROOF 3 ARRAY DEAD LOAD(lbslsgft): 2.9 ARRAY 3 - - NUMBER OF MOUNTS: 17 LOAD PER MOUNT(Ibs): 17.8 _ ARRAY AZIMUTH(') 75 _ IRONRIDGE XR100 _ ARRAY TILT(`) 24 SYMBOL KEY: m -- - NUMBER OF FLOORS 1 ------ RAIL L-FOOT — RAFTERS QMSE-LAG SHINGLE ROOF COMPOSITE SHINGLE FIRE CLEARANCE T 5"X 5/16"-LAG (D C19' STRING CONFIG. T 2.5"MIN.EMBEDMENT PER C SCREW -- STRUCTURAL UPGRADES 2X8 NOMINAL,16 O.C. CUSTOMER INFORMATION: Q SOLAR MODULE HEATHER B ROWE ,g MOUNTING DETAIL 11 DANA STREET ® MOUNT 4 SCALE: NTS NORTH ANDOVER,MA 01845 ® SKYLIGHT RRAY 3 LAYOUT (978)836-0103/#2154102 ® CHIMNEY SCALE: 3/16"=1'-O" c PLUMBING OR DESIGNED 8Y: REV#: DATE: ATTIC VENT — PV-z.o ED ATTIC VENT VALID.B 0 2/23/16 1UN-1-INE.""P 11 IN BT..UnE 111 CAN—C.CA"m"T ,,.,, THE..E DRAWINOs,sPECI—TIN.,,ANO DESIGNS ARE THE PROPERTY Or CUNGEHTY INC.NO FART SHALL BE COPIED OR FOR 11 WITH ANI OTHER'IRK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN—E"nPEO WITHOUT OUR IN—H COHSEHT 1 2 3 4 5 ELECTRICAL KEY: - MODULE ELECTRICAL SPECIFICATIONS INVERTER I SPECIFICATIONS (32)Trina Solar TSM-255 PD05.05 SOLAREDGE SE760OA-US BREAKER SHORT CIRCUIT CURRENT(Isc): 8.88 RATED WATTS(EACH): 7600 �— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240 0 SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): 32 m FUSE OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS 0 b SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.975 EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT m CHASSIS GROUND PTC RATING: 232 INVERTER I INPUT SPECIFICATIONS ——— GEC I DESIGN CONDITIONS NOMINAL CURRENT PER STRING(loom): 11.7,117 EOC HIGHEST 2%DB DESIGN TEMP('C): 32 NOMINAL VOLTAGE(Vnom): 350 MIN.MEAN EXTREME ANNUAL DB(°C): -18 MAX SYSTEM VOLTAGE(Vmax): 500 L;W CURRENT PER STRING(Imax): 1s A 4 MAX INPUT. NPUT CIRCUIT CURRENT(]max): 30 200A MAIN BREAKER I;3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 1;1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGG (1)#10 EGG 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,C-H (E)LOADS DC DISCONNECTS DG222URB (E)200A GE MSP 1 STRING OF MPPT 1 -AC METER 4r1 P� 240V 2P 3-W 1dr 16 MODULES OPT.CURRENT=11.66A DC OUTPUT LOAD LINE 3 ————————— __ -------- GEr---- --- - - -- -- --------- --------- -- ------ B — -- + MPPT2 1 STRING OF FD MC 16 MODULES D INVERTER OPT.CURRENT=11.66A L ` 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 32 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32°C 32 x 232(PTC WATTS)x 0.975=7238 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C HEATHER B ROWE 200 x 1.2=240 ROOFTORAMBIENT 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)636-0103/#2154102 CONDITIONS OF USE=Imax/Tcorr/Cf]ll =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG VALID.B 0 2/23/16 FV-3.0 6=1- III FRANHLIN..TSVITEoAKuup.IA 1117 By Way pnl".Lowlbn:Row°.2tutox sv25M°t slw:-f; THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF.,UNOEVITV INC.10 PART SHALL BE coPlEpoft VEEP FDR pH WITH ANY OTHER WORK OTHER THAN Th'ESRECIFlC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED—11T III WRITTEN causEm 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 INVERTER 1 DC DISCONNECT RNING PHOTOVOLTAIC SYSTEM DISC ONNECT ELECTRIC SHOCK HAZARD ARNING RATED MAX POWER POINT CURRENT(Imp): 23.3 4 IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER MAX MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AMID 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: RNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED,IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) S PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND SUBPANEL IF APPLICABLE)) NEC 690.56(c) A^ I��I� PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT K 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. lJ T 1®N 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-4.0 VALID.B 1 0 2123/16 suNGtvItt INC Ba FRaNKUNST.,uITEat3 oAKUNO.O—PT B>1-1 G.—B.c.Ilon.Row.-_1.--.1-1.1-11 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OE CURB—ING 10 PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN SEVEL"FIT WITHOUTOUR WRITTEN CONSENT Universal Wena SolutionsC W-11-11, {� '.—V i d�4 P P M tf.l F P r t 245 259 `2i+ id0 2c5 t x - A SM-'DCS QS =.ebvN 306 ms t v \ fflm 1. 8 337 SSL 9d' - S J J J .,.a 9 L 3..1 32: 39,1 e —_-.. SANG .G I d- Al In ..2a 87. 988 on 910 e MODULE \ �U L E 941 _�� _ � > — - Mld,1l F3F -.Y A 153 Ib.6 15.9 15.2 _ - o • iq I e i ev._a coa� E.aus0a. -5 o:+n g n- IN I ii -5.PGO5.05 M e I r(Aj d 59 61S £8 b 8A 03 Cl—cil.t,Y!t Vx lt) 35.1 342 353 >5a 35a . a w r, ,d. m (A) Ta ]rc 1J ]2l I.3S 245-2-D'S 5 W P005 __R U'.RANG => _ _-, =duct _ �•,�� a n s,arcen. _� umr,.m'aWnr:'sa.i amm)d n,..e� n cn,ia- 350 9 111bd.95x 39.GSx t.];--l! 155 4c�_hr u.' e...k Yiew Giis, �2mmt013 incnaslHlOh i:an,m.._ion.IR_Dated iamperetl Glas; ---- �- SN A d' tl,lUmnan lto,f—S). F BIaC4tPe93 d2ECC5.05r s> ! l'.�a C I c B% 1165-1611—d � \ � _ r �� 3,eablei Cmm O.0O3'rchar, ;} Cab'cs Fnp' I h Io ) 4 �uzo � i9C2 - hea 3 y_f TOLEE R N C _mo-„ '-fit„` . -_•._ 9�=t"te3�. ._=��. _',' 14 a rc 1 t'C8 1C �ipnrahcnall -a6-+g5'C .. parp:um(rcOC`r; "C: u. v�s•1raM ICc vmE• m Gaal_e-:c(P-- baM;^e Vallage tcrOV eC ut_ _.Guse Fa?inp t5a t z J „m„ - SpCpt�nSvr Pa Wantln?Y -,!AR ERFORMANCE I LRP A._T {E M paule -i mar bax,3u Glace. _PneOUC?- `� �u! _z 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-xxxPG05, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxx?D05.08 EVA: 0.25-�0.`olmm thick; Performance: This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH Substrate: 0.30 mm - 0.54 mm Type 1 representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; Refer to addendum page for Models name Cross sectional dimension: 35 x 35mm, Have been investigated b UL in accordance with the +eight. s�m1. g Y Thickness: i.smm Standard(s)indicated On this Certificate. SM-xxxPD05 Superstrate: 3.2-4.36mm thick; :Module Fire SM-xxxPD05.05,!_ EVA: 0.25-0.61mm thick; 'Performance: Standards for Safety: UL 1703-Standard for Safe for Flat-Plate Photovoltaic TSM-xxsPDo5.o8 substrate: 0.284 ms 0.30 m ;Type 2 { ) Y Safety thick; Modules and Panels and ULC 0RD/C1703-01-Flat-Plate Frame: Photovoltaic Modules and Panels. cross sectional dimension: 35 g Additional Information: See the UL Online Certifications Directory at Height: 35Ts;,, ^�r=r , 4 foradditionai information Thickness: 1.5m,, TSM-x:-xPD14, 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: 0.294 :rum - 0.300 m-n 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:1@11 the word"LISTED';a control number(may be alphanumeric)assigned 40'35 mm, by UL;and the product category name(product identifier)as indicated in the appropriate UL Height: 40mm, Directory. Thickness: 1.5 mm Look for UL Listing Mark the product. TSM-XXX?D05.10 Superstrate: 3.2-4.36mT thick; Module Fire g on p TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 - 0.289 mm Type 5 thick; Frame: Cross sectional dimension: 40- 38 mm, Height: 40m , / Thickness: 1.8mm wm�,n.c.n gym,.c.n m,b.�• �€ w we b„z c„�an. J <ui ue .nvrceru�ueiuy ar x ma�cen.eoai u�� yw rmrv.,boa:. an LLmom.adan rw.ro�man mg rcetu�uc�uya,my rima�rnmoo o(UL ra,we.vo..Wewe oo�.�'i'.'m u�c�mnro,s��aa .wrnaw._ w�mn.mamv cv.m�rsmw n ar .- - Page 1 of 4 Page 3 of 4 Single Phase Inverters for North America Ateper iav €.00—, SECA-5 »_DIGS• US SM4013--US SolarSolarEdge Single Phase Inverters �_ � �u _ 0 For North America � �y�u� 24 k�7 93 c —JURES �-- LIAN'CE 61--, •-=.EDS---..E i Ft Aj3mt's -:- �_ is � II U --• `+ ��t�_:�^ �i ..� :.� _� ._r�Ef_} he s4_-'.olce_or SolarEd,genaxled systems U NEC ..:i e_Al. _ m,::Ug-'r—re; _,.-.-k,„Ugh __ _-�.._ _-JI.fo =erlr, ._cn _��cn �- AUTHORIZATION TO MARK AUTHORIZATION TO MARK Product: Utility Interactive Inverter This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Brand Name: SolarEdge 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 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 Address: 6 Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bachar or Contact: Elaine Ouyang Mr.Meir Adest +972 9 957 6620#293 or Phone. +972 9 957 6620#131 Phone: 020-2805-4025/135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13045 Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager C A US L51f4 Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. r is rwmori apa n:Mark is mr mo a,aa9!oa ane a m:ada a cram ana l�p:av a«a P—gem m ma comnaanan agmonrtnroetwean lmm�ak vaa na aiam.mmneka roapanammry ana npb8ny aro oml:ad fo ma+n.i,w a-d:.nnaiuona at ina aaraamanl.mmnalr a=iama•:na I!aal6y ie any parry,o!nar man!n ma cnam in aewman^n wim!na symamsni rar any mas.oxpel»a or damape ecCaalonad by ma uas of[hls AutMr©tion to\lark OMy Iha CIMatS aumodxd b parmb copying or d1a[dnuoon atinls AuYhorl�tlen ip and tnen only In Ilc enruey Use at Inladek's Gorllf twn markla u ma nrufiM1oru lsia eut in.ha aq,samon[and m lois Aumor�Iion b Mark.Any 1-1usa of Ino I----w le1 il.Iha aalo or aavetllaomont a!'ne:nafetl mararial,pmducr ar sarAca muci -1 be approved in»mibnp by Irlo:iak Inldal FaCan•Assessmen6 ana Fnllmv up Services am for[rA pprppso at assuring11911-wags at the 0,idlncslgn mark In aceorclaneC wtlh me mat,Inay are ncl ier[nc perpe.es ofaratlucban auMifytan.rol ana do not miievo lM CliontonM1elreS,igalWnz In Sola respect Intertek Testing Services NA Inc. 545 East Algonquin Road.Arington Heights,IL 60005 Telephone 800-345-3851 or 347-439-5667 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:2001109/01 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.1,2013103/11 ATM Issued:13-Nov-2014 ATM Issued:13-Nov-2014 ATM for Report 3188027GRT-001a Page 1 of 8 ATM for Report 3158027CRT-001a Page 2 of 8 EO is 3.15!i.1vn-19}4iandalory ED 19 3.15(1Jaer13)A-dvrory C'Aar --) tg--g SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 20th 2014 Project No,6101703554 3-ph Inverters: Mr.Meir Adest Ph:+972.9.957.6620 0 SE9KUS/SE10KUS/SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge.com x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xX is 6 Ha'Harash St. HOD HASHARON,ISRAEL any number;inverter part number maybe 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 06110/2014.Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha*Harash St HOD HASHARON,ISRAEL and witness by Intertek personal on 06/1712014. 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: c, 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. c, Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bob,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,Vyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,coo is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE3800A-US/SE500DA-US/SE6000A-US/SE7600A-US/SE10000A-USI SE11400A-US when the Solar-Edge rapid shutdown cable labeled"MCI-CB-xxxxx-x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1&2 Tbis-1 Is for Ihl—1. —d..provided—.11.lla l--" ane — ft--1 '-ft'1.-,'.�'—1 M1 011-1 I-T,l.only Ih.d gin.1.oUII.mld lv I.ft—y.,or distributivn of IhA.1R d,l 1. l-tyAly use ar itis—.1,narrra or ono of 1.—r.for Oro sale or In--r th.--I.I,—— I,or "4 P.g,,2 of 2 Z SIDI a r ;'Im SC)jar SolarEdgeftwerl]lptimizer Module Add-On for North America SolarEdge Power Optimizer �,00 p-ec P405 Module Add-On For North America --T 12_ p-- VU K 10- 33 GUTIPIG JP=s A7!0N(PCOVER OPT MtZER CONINECTED TO OPERATNV-RTER) Cp, CUTPUT DURING STAND2V(POVV�R OFTIMIZER_-:5-_0NN2CTU,-FRO%1 IN VER-ER CR INVERTER OF5" 1AF TAI SPECIFICAVONIS �7 08 37, R-E, P,fY$TE.M DESIGN US12,1' S'NGLE NHASE T?RH MHASE ova THREE PHASEI 480V A S 0 R NVER ER' M cower oot;rnnaticn a,the modVe-evel ,t ding design i�_ ITI� IRONRI GE Roof Mount System g s AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report.This authorization also applies to multiple listee model(s)identified on the correlation page'of the Listing Report. This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at location of Party Authorized To Apply Mark. �. Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. - Address: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward,CA 04544 _ Willits,CA 95490 'i4 Np Country: USA Country: USA - Contact: Yarn Schwarz Contact: Jim Norsworthy - _ (&00)227-9523 Phone: (510)225-0973 Phone: (800)227-9523 FAX: (707)459-1833 FAX: (707)459-1833 2. Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com - — _ Party Authorized To Apply Mark: Same as Manufacturer — — Report Issuing Office: Lake Forest,CA -s-+-`'w ._._—_.. may_ Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager ErL CL.ASSIREO ON US Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit and proven in extreme environments. t°h 1,1urvar llw .ol'ne wcm pmtl�n°r:arvlm mr€t Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and ° r is also why our products are fully certified,code compliant and backed by a 20-year warranty. Intertek resting Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All components evaluated for superior Pre-stamped engineering letters Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 structural performance. available in most states. Product: xR Rails with Integrated Grounding. Brand Name: N/A Models: 51-61GD-005,51-61GD-005B,515000-001,and 51-05-001 Class 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. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 EO 1F.a,'S i�Jn.-'3!Mnaowy IR® RIDGE Integrated Grounding System Installation Overview Install Roof Attachments t Install appropriate roof flashing andfor standoff for roof type. - --- Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching lugs,bolts or clips to the module frame,then connecting Prepare Rail Connections these to a copper conductor that runs throughout the array.This process adds time and cost to the installation, Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding,creating self-drilling screw. significant long-term safety risks. Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules.directly to the mounting rails.This approach eliminates separate module Mount&Ground Rails grounding hardware,and it creates many parallel � � grounding paths throughout the array,providing •Attach rails to L-Feet and level rails. greater safety for system owners. g 9 Install one Grounding Lu per row of modules. Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and 'Connect Grounding Lug to grounding conductor, the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. Testing&Certification F11 Module Frame Compatibility The IronRidge Integrated Grounding System has been tested and certified toDimension Range UL 2703 by Intertek Group plc. F A 31,0mm-51.0mm UL 2703 is a proposed UL standard B 5.08mm(minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the - and clamping devices.It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and L mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and % environments. 72-cell solar module frames with box construction and a range of anodzation 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 Steps are used to standard,including temperature and IronRidge Integrated Grounding System. bond mil-lo-mil a required e o nth , g g Y may are only regwred on the Grounding Lug humidity cycling,electrical and mechanical rail with theroundin A single Grounding Lug g g lug. connects an entire row load testing,and manufacturing quality of PV modules to the reviews- _ grounding conductor. _.. Starling Madison Lofquist, Inc. 5224 South 39"Street,Phoenix,Arizona 85040 - tel:(602)438-2500 fax:(602)438-2505 www.smieng.com IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I 1 the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:i4fr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XR 100 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding, Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: i.-Flush Mount(Symmetrical).!Class A Fire Rated for Low Slope applications when using Type 1,2 We have analvzed the IronRidge XR100 Rail for the subject solar module support system and and 3,listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, determined that, for the configurations and criteria described below, it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a 5'gap(distance between the bottom the applicable Sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE?SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-00S,51-61GD-0056,51-5000-001 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 lronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a verification issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules,typically,on the roof of a 8431 Murphy Drive 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 Test Report Number(s): 101769343MID-001rl,101769343MID-001a,101915978MID-001&101999492MID-001arl-crl. rani are mounted across s the slope s are a Small clearance s the mounting)t0 the underlying IOOf 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 angio brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: Gregory Alien the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician Il,Fire Resistance Ttle: Engineering Team Lead,Fire Resistance j, deflection requirement that the rail not come into contact with the roof. Signature: f s '�}� Signature: � "--� "'--�'"� Date: 03!36/2015 Siete: 03/3o/zolsThe 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 2845 degree slopes. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers GFT-OP-11a(24-MAR-2014) IronRidge June 16,2014 IronRidge June 16,2014 Mr,David F.Taggart Page 8 of 1 I Mr.David F.Taggart Page 9 of I I IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge)CP 100 Rail,Roof Flush Mounting System-Structural Analysis - - ? ' ch 4; - n'-N pie I 8- l _S=: i _R v,pe tee_ -vs t�' - 0 Wind _ -= Wind Ground Snow Load Speed Ground Snow Load Speed 10 20 30 ! 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf psf psf psf psf psf 0 psf psf psf_ Exposure mph 0 psf sf psf psf psf psf psf sf psf psf 100 107 98 64 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 a1 56 52 49 46 110 106 97 84 75 67 j 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 96 91 80 72 66 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 B 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 I 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 85 84 75 68 63 59 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 C 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 1 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 j 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 110F75 87 77 70 65 60 56 52 ! 49 46 110 87 87 77 70 65 60 56 52 49 46 120 83 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 , 46 Category 130 80 72 66 61 58 54 52 49 46 — ory 130 75 75 72 66 61 58 54 52 49 46 140 75 70 64 60 56 53 51 48 46 140 70 70 70 64 60 5653 51 48 46 150 71 67 62 58 55 52 50 48 46 150 66 66 66 62 58 55 52 I 50 48 46 160 68 65 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45170 64 62 58 55 52 50 48 46 44 170 59 59 59 58 55 52 50 48 46 44 Notes-seepage I1 Notes-sec page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquis4 Inc. v Consulting Structural and Forensic Engineers g_ -9- IronRidge June 16,2014 IronRidge .lune 16,2017 Mr.David F.Taggart Page 10 of I I Mr.David F.Taggart Page I I of I 1 IronRidge al OO Rail,Roof Flush Mounting System-Structural Analysis Ironitidge XRI00 Rail,Roof Plush Mounting System-Structural Analysis Notes-Tabulated values are based on the following criteria: M SPPAA NS r,..- .se`s _ = Wn3 - Wind Ground Snow Load 1. Building mean root h tght=30 ft ,' Speed ? Risk Category I Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 3. Solar modulc long dimension=67.5 in sf sfpsf psf psf psf psf psf psf 4. Provide 2 in,clear betGvicen roofand rail 100 107 98 84 75 67 61 56 52 49 46 5. End cantilever spar-(max)=0.40,x maximum span°from above tables 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 ! 75 67 61 56 52 49 46 6. No rail splices in end mans 01 94 82 74 67 61 56 52 49 46 7. too rail splices in mtdd e I,`3 o`intcrior spans 120 1 Category 130 0 91 80 72 66 61 56 52 49 46 S. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for B 140 88 88 78 70 65 60 56 52 49 46 continuous tails of 3 or more spans. 150 83 83 76 69 64 59 56 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 1 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 1 in a workmanlike manner in accordance with the"h'onRidge Roof Mount Installation Manual"by 105 98 93 81 j 73 67 61 56 52 49 46 IronRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge ucb site,hm-Ridge.com. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 46 the loads associated with dic given array shall be the responsibility of the Contractor or Onvner and Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or Starline Madison Lofquist. C 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 The adequacy of the supporting roof framing is to be determined by others. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 1 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 Please feel tike to contact me ai your convenience if Von have any questions. 110 87 87 77 70 65 I 60 56 52 49 46 - 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 Respect redly yours, r� 140 70 70 70 64 60 56 53 51 48 46 � , a j TfiS J t 150 66 66 66 62 58 55 52 50 48 46 � �a 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 46 44 Tres Wainer_11 E. 42a Design Division Manager dotes-seePage Il - p.fit Starling Madison Loiquist,Inc. Consulting Structural and Forensic Engineers Starling,Madison Lofquist Inc. Consulting Structural and Forensic Engineers -10- -11- L _3162 USA Starling Madison Lofquist, Inc. 5224 South 39"Street,Phoenix,Arizona 85040 tel,(602)438-2500 fax:(602)438-2505 www.smieng.com IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page 1 of 1 I the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XRI00 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(SVmmetricaltj Class A Fire Rated for Low Slope applications when using Type 1,2 We have analvaed 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-005B,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: 1 UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a Verification Issuing office: Intertek Testing Services NA,Inc. net area of 0.533 sq.in. The rails are used to support solar modules,typically,on the roof of a 8431 Murphy Drive building. See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either Middleton,WI 53562 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 03117/2015 .. Test Report Number(s): 101769343MID-0olrl,101769343MID-001a,101915978MID-001&101999492MID-001ar1-crl. rails are mounted across the slope with a small clearance(flush mounting)to the underlying roof This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. imply product certification. All loads are transferred to the roof framing through the anile 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 flexura)stresses or the Title: Technician It,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: o3t3otzol5 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 23-45 degree slopes. - - - --- _ = - - - Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers GFT-OP-11a(24MAR-2014) IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 5 of 11 Mr,David F.Taggart Page 6 of I I IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Wind,y peed Ground Snow Load Peed Wind Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf sf psf psf Exposure mph 0 psf psf sf psf I 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 I 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 120 112 97 83 72 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 Category ory 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 96 82 72 64 58 53 49 46 43 150 73 73 73 72 64 I 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43 170 87 87 79 ! 71 64 58 53 49 46 ' 43 170 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 1 64 1 58 53 49 46 43 1 105 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 I 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 Category 130 96 95 82 72 64 58 53 49 46 43 Category 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 66 64 58 53 49 46 43 150 84 M 78 70 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 46 43 160 79 79 76 69 63 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 100 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 i 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 64 158 53 49 46 43 Category30130 88 88 80 71 64 58 53 49 46 43 Category o y 130 65 65 65 65 64 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 140 61 61 61 61 61 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 150 57 57 57 ! 57 57 ( 53 49 46 43 160 73 73 73 67 61 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]1 Notes--see page 11 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Ulquist,Inc. Consulting Structural and Forensic Engineers -5- -6- IronRidge June 16,2014 11-onRidge ,lune 16,2014 Mr.David F.Taggart Page 7 of I I Mn David F.Taggart Page I I of I 1 IronRidge XRIOO Rail,Roof Flush Mounting System—Structural Analysis IronRidge XRi00 Rail,Roof Flush Mounting System—Structural Analysis - _ - _:.�sR,w,.cs. _ -`D e_re5;-Wi,€s _--- votes—Tabulated values are based on the followingeritena: Wind Ground Snow Load I. Building mean roof hci*ht-30 ft Speed 2. Risk Cateeory I 10 20 30 40 50 60 70 80 90 Exposure� mph 4 psf 3. Solar module Lang dimension=67.6 in sf psf PSf psf sfsf sf sf sf 4. Provide 2 in.clear between roof and tail 100 87 87 83 72 64 58 53 49 46 43 End cantilever span(max)=0.40 x maximum span]tornabove tables 105 83 83 83 72 64 58 53 49 46 I 43 G_ No rail splices in end spans 110 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 7- No rat)splices is middle ll2 of interior spans Gategory 130 68 68 68 68 64 58 53 49 46 43 S. Single simple span(s). Spans listed in the sables above may be multiplied by 1.08 for B 140 63 63 63 63 63 58 53 49 46 43 continuous rails oT 3 or more spans. 150 59 ( 59 59 59 I 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 tails,including the connections and associated hnrdw-arc,are installed 100 74 74 74 72 ( 64 58 53 49 46 ' 43 in a workmanlike manner in accordance adth the-`hanRidgc 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.com. Verification of PV Module capacity to support 120 62 62 62 62 62 58 53 49 46 ( 43 the loads associated with,the iven a rrav shall be the responsibility of the Contractor or Owner and Category 130 58 58 58 58 58 58 53 49 46 43 not IronRidge or Starling Madison Lofquist. C 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 The adequacy of the supporting root framing is to be determined by others. 170 44 44 44 44 44 44 44 44 44 ( 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 f 65 64 58 53 49 46 43 Please feel free to contact me at your convenience if you have any questions. 110 62 62 62 62 62 58 53 49 46 ! 43 120 57 57 57 57 57 57 53 49 46 43 Category 130 53 53 53 f 53 53 53 53 49 46 i 43 Respectfully yours, _ P D r a� 140 49 49 49 49 49 49 49 49 46 43 'v1 150 46 46 46 46 46 46 46 46 46 43 - y TRES J. 160 43 43 43 43 43 43 43 43 43 43 to pct t GP IL 170 41 41 41 1 41 41 41 41 41 41 41 Tres Warner-P.E. Design Division Manager Notes see page X11 Starling Madison Lofgtust,Inc. Consulting Structural and Forensic Err>yitteets Stirling&iadison Lnfquist,Inc. Consulting Structural and Forensic Engineers -7- SI- E-Mount Lag I QMSE - LAG E- aunt Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, I ITEM DESCRIPTION 0TY.iBox drill with 7132'long-style bit,drill or impact gun with 112"socket. THIS EDGE TOWARDS ROOF RIDGE 1 No. I FLASHING.9"X 17'X.040`.5052.MILL I LEl `,QBLOCK.CLACS1C.A360.1 CAST AL.MILL 1PLUG.SEALING,5, 5X t8;EPDM,,IB-8SSLIG SCREW.NhFX HEAD 5116'x 5-1/2,15-8 SS F WASHER.FENDER,511 d'ID.{1-1J-0"OR 78S SS 1 RACKING COMPONENTS /—RACKING NOT INCLUDED - Locate,choose,and mark centers of rafters to be Carefully liftcomposiboa roof shingle with roofing Insert flashing between 1st and-2nd course.Slide mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up m 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 Bid course and lower -. —t page. flashing edge is above the ddp edge of 1 st course. Mark center for drilling. TITLE. QMSE LAG_QMPV E MOUNT AVAILABLE IN MILL AND BRONZE ANODIZED FINISHES WITH LAG BOLT !—EavvA - HJ41 I/{- C�NN&t DFi. REV A —E, —E \R` Using drill with 7132"bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide the flashing into position.'Insert the rubber Lag Bolt Specif—tions and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBiock cavity. Do not use mount as a drill guide.Drill should be saa:.,Gr-," a mae aoa:a cw +rGaa:wn 'long style bit,aka'aircraft extension bii'to drill a — n, 1-."deep hole into rafter. YcI IK \a -_ oad..=_IISI EllMEN 9ourcer Amen nWood toun�i JQS_ECS,Table ii n,li.�_2A J � e ` \ \ 10 \ ij Tb ad must be embeddcd-n P th tructuralr-f member. ' 2j S,1 NDSTaW IISAC25 For r�qu red edge d st.nrms \ - 2. 'U Mo ul - Slide the washer and the L-foot inot included)onto Using a 112 inch socket on an impact gun drive thelagscrew. the lag screw until the QBlock stops rotating easily. DO NOT over-torque. BI 7,2.3-31 Sep-2014,Rev 1 8172.3-31 Sep-2014,Rev 1 D'AGRAM-TYPIC-Al COWIGLIRAT 104 F-ur-Lim Prioduct Dalasheet ENERGY Srietdrcl CATS INTERNET s "Mim 11-NIM ZVI; ELECTRICAL SERVICE s-, INVERTER(S) LGATE120 i ARRAY DIMENSIONS LOCUS ENERGY METER BASE COMM MODULE METER MODULE 6951n The LGate 120 combines a revcnue-grade,Solid-state power meter with an advanced com,munications gateway. These components work in cc-injunction to remotely monfor the performance of residential solar energy installation of canel or nverter tVise.The LGate 1__is a one-piece comoletely under glass mete ..'hick installs easily i a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SolarOS monit0l'Ing platform which Crevices a suite a'tools and analtics for asset managers. 5.46 in 6.00 in 7.30 in D ATA.C OLI L Eu--5 10 N AC enemy 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 inverter,via available RS-4185 or Zigbee connections.All data is stored in non-volatile Fri and than autornaticalIv uploaded to the ScIal-0-S and SPECIFICATIONS SoIarNQC platforms. ARMS-inedd.CPU An,-1, ANSI 12.20(CI0,2%) OS C,qcim w.-.1'b-2-6.OTA hr—n,..d,in,5 Voltage Mputs '20-480 VAC NETWORK CONNECTIWTY ve"..,y 128 MB RAM Me,Ciin-t I...1 200A The communication gateway Inside[lie LC-si 120 surports plug and play connectivity throuah a cellular or available D;solay Type Single phase.60 H, S,ek,t Type 2S Fthernet netw&k Connection.Once the unit is installed and powered on,it will immediately begin transmitting data - without any coni Purat:or).For maximur,reliability,the communications gateway hill autornatitally route uploads Erd-,. NEMA 3R Ty, between the%,,4eless and wired connecFons'feither of the networks are unavailable. Weight S ANSI 12.20;d-0 Dimensions 6.95'x 6.5'x 713' FCC Part 158 �mim -'0 u,60C,all-weather rTCRB FEATURES Warranty 5 year limited AT&T Czrr,rr Compliance • ANSI Cl-,.20 ocvver meter law cost installation • RS-485 and Zlabeempus i It-equire enl%rance into the building Ethernet connectivity Plug CIlu 3G GsM v GSM cellular or E .lug and play ac,'vaicr,, Rs-4852 a,,d 4 • Over the air fnnware updates I_CD display .db., zigbi,e I Eth,ni DI-Ci V Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 0 125&200 Amp 125&208 Amp �, Application a y�`� Single mfr position Receive ANSI C12.10 tnatthaur meters M11.- Surface or flush mount(see eharb — � � construction011 � F-FlushMount -- 1F A Ring type (U)204 MS68-2"Conduit Hub NEMA Type 3R (U)207 MS68A MS73+MS68 ` 927 MS73-ALSCrewT eftin 4F 1�` i2 1" ANSI 61 gray E-coat finish YP g -.G 2/' 2' Aluminum snap ring includes SF Semi flustr Mount , SS-Stainless Steel P o s o =See Char ` Standards Accessories - -. UL 414 Listed 515 Jaw Kit-50365 ANSI C727 200ATriplex Ground-ETB200 Knockout Layouts 011(closed) U204(open) AW Hub P.WUPCGala, RAmp Service Co -ed Number aps Fig.1 Fig.2 Number Number RalinO Jaws TV" Aa.. Liar load Neutral .--.-.. 7820514200C 011 125 4 101'3W OH/U6 314-2/0 014-210 #14-2/0 j- Top ProvisionTo". p Provision 79205142040 Oil 125 4 1013 OH/UG +14-210 514-210 P4-2r0 78205142045 071 MS73 125 4 10JC-W OH'1UG 914-2/0 "14-ZJC 4.4-210 79205142050 Oil SF 125 4 10(+W OH/UG R74-210 Pio-Z/0 114-210 78ZD5144030 927 100 7 3,4W OH/UG 714-1f0 k14-110 .414-2?0 70205156000 2114 200 4 1013- OH FG-250MCM 46#6-250MCM 96-350MCM 78285156020 204E 200 4 10/3W OH 46-250MCM o6-250MCM 46-350MCM 79205158030 204FMS73 200 4 1013VJ 0H =6-250MCh9 ;6- S�MCP.4 56-350A4CM 78205156040 204 MS68 200 4 103- Oh #6-250100h1 =6- 5'MCtx4 P6 350MCbl 0 78205156035 204 MS68A 200 4 1013- OH 36-250MCM 96-250MCM 96-350MCM O 78205108490 204 MS73 200 4 1013- OH 86-250MCM 46-250MCM =6-350MCM 70205156005 U204 200 4 10,23- UG 96-250MCM 46-250MCM €6-350MCM 4F F ( 4F 79205156045 U204 2CO 4 10f?W UG ?6-250MCM 46-250MCM 16-3501N.4CM 1r-0y'' 4F 78235156050 U204 MS73 200 4 10,/-,W UG #6-250MCM 46-250MCM M-350MCM 1A 76205156070 U204 MS73 200 4 10J3W UG 16-250MCM 16-250MCM 16-350MCM O 78205156140 UZ07 200 7 3014W OHNG ='6-250MCh1 46-25010CM 16-250MCM 1A 713205156170 U2117F 200 7 3014W UG €6-250MCM 46-250MCM ,96-250MCM 782051561,0 U207 MS73 200 7 30i4W OH/UG 46-250MCM 96-250MCM 136-250MCM P.,VUPC CaW.9 �as ov-11 oi—i Top Knock.. Numbs *.b., Hail. Width Upth P.—ion layout Fig.3 Fig.4 '76205142000 Oil __ 12" 8" 4`/," " Hub Fig 1 Top Provision 28205142045 Oil F 12" 8" *A- 2"max b F q 1 To Provision 282]5142045 Oil MS73 12" 8" 4`,'=." AV Hub Fig.1 p i 79205142050 Oil SF 12" 8" 4`.!" 2"max KO Fig 1 78205144030 927 17" 8" 4`h` AW Hub Fig.1 78205158000 204 ,5" 8- 41-1/1- AN Hub Fig.2 78205156020 204F i5" 8" 6" 2"-x KO Fig.2 792105156030 204 F MS73 a' B. 2"max KO Fig 2 j\VI! 73201 5156040 204 MS6H � 8' 4'!a- AW j 2'"Hub Fig.2 4F � 78205156035 204 MS68A 15" 8' 4r2',- A4'J12"Hub Fig.2 - 78205108490 204 MS73 15" 8' 42/z- None Fig.2 78205156005 0204 18" 12" 4';e Noce Fig.3 "- 79205156045 UZ04F 15 i2" 6" 12)2'max KO Fig.3 4G 78205155060 U204 MS73 15" 12" 6" None Fig.3V 4G 4F °tad" 4G 78205156070U204 MS73 15' i"<" 4`-/a" None Fig.3 O (� =2.A maa 782051566140 U207 18' 12- 5' AW Hub Fg.4 AIC Note: •J 78205156170 U207 18" 12" 5" 211='—KO F4 Fnrshoncircuitcmmnt ' 1W 4G 78205156160 0207 MS73 18' 12" 5" AW Hub Fig.4 ratings sae Page 131. B-g inti D.-.-bjact w chaapa"is—t rail—C.—It 1-1ui ty to,area acroptance All di-�ers'ons n j— Data subj to har s,.vlh—not ca C t 1 al xilay for a,-acca^„fiance All d m nchcs. E— L! ) T• 5 Meter L1cun[ing Equipment Meter Mounting Equipment 6 (j -N ” L'--11 6. ENERGY October 22"d,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively. Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- ANSI), ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification, If you have.any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at r The Locus Energy Team Locus Energy,LLC -locusenergy.com X-�", The Commonwealth of Massachusetts Department of IndustrialAccidents Z t Office of Investigations i I Congress Street Suite 100 Boston,Mei 021.14-2017 www.rnass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print I.eibly Name (F3usiness/Organization/Individual); Skyline Solar LLC Address; 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379 phone#:732-354-3111 Are you an employer? Check the appropriate box: Type of project (required): 1.❑ I am a employer with 60 4. 1 am a general contractor and I 6. F-1 New construction employees (fall and/or part-time).* have hired the sub-contractors 2.n I ami a sole proprictor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 9. 0 Demolition workingfor rile in an capacity. employees and have workers' y p tY� 9. []Building addition [No workers' comp. insurance -.omp. insurance.t required.] ® le are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work )ffrcers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4), and we have no 13.011 OtherPV Solar employees. [No workers' comp, insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Z ant an employer that is providing workers'compensation insurance for my employees. Below is tile policy and jab site information. Insurance Company Name:A.I.M. Mutual Insurance Company _ Policy#or Self-ins. Lic. #:VWC-100-6018336-2015A Expiration Date:9/16/2016 Job Site Address: 11 Dana St. North Andover, MA 01845 City/State/zip: Attach a copy of the workers' compensation policy declaration page(showing,the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in (he form of a STOP"WORD ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c� lify ,tinct r'the pains and penalties of perjury that the information provided above is true and correct. 3/7/16 Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Cather Contact Person: Phone#: DATE(MM Ac®R®® CERTIFICATE LIABILITY IIV AN 2/4/2016�D,YYYY, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CORTACT PRODUCER NAME: FAX The Hamilton Group, LLC A/CC ,HONo Ext:973-292-2292 A/c No): 3 Wing Drive E-MAIL Cedar Knolls NJ 07927 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Se ective Way ns 6301 INSURED SKYLI-3 INSURER B:Selective Ins Co of the S.East 39926 Skyline Solar LLC INSURER C:A.I.M. Mutual Insurance Company 124 Turnpike Street, Suites 5&10 INSURER D: West Bridgewater MA 02379 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1644296191 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION_OF ANY CONTRACT OR,OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDNYYY MM/DDNYYY B GENERAL LIABILITY S 2106548 2/6/2016 2/6/2017 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100,000 CLAIMS-MADE F1 OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY X JPRO X LOC co fflN7U*MR=LIMIT B AUTOMOBILE LIABILITY A 9093015 2/24/2015 2/24/2016 Ea accident $1,000,000 BODILY INJURY(Per person) $ ANY AUTO ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE NON-OWNED Per accident) $ X HIRED AUTOS rd AUTOS $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2015 10/11/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10,000 $ WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2016 3/8/2017 X WC sTATu- oTH- C TORY LIMITS ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE -Y— N/A E.L.EACH ACCIDENT $1,000,000.00 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000.00 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000.00 DESCRIPTION OF OPERATIONS below B Installation Floater S 2106548 2/6/2016 2/6/2017 Any One Occurrence $100,000 Contents $104,000 Property DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) This Certificate does not afford coverage for Additional Insureds. The Certificate is only evidence of insurance coverage for the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Massachusetts Department of Public SafetY w " Board of'Building Regulations and Standards Licensee -027047 I Construction uction Supervi or @sHlUp J CHOUIN D A 79 OAK ST.uNE1' ASHLAND MAA 01721 i Expiration* Corr missicner 1110912017 'Office'ofConsumer .hairs.tend dursine s Re rulatian ��,, . q 9 AQ11 ";� 10 Park Plaza - Suite 5170 ° �� Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration 172204 Type Supplement Card SKYLINE SOLAR, LLQ Expiration 61712016 PHILIP CHOUINARD 124 TURNPIKE ST SLATE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. iI Address Renewal j Employment 1 Lost Card 1 x Mce of Consumer Affairs Business Regulation License or registration valid for individul use:only �ASE IMPROVEMENT CONTRACTORbefore the expiration date. If found return to. Office of Consumer Affairs and Business Regulation ruegiotration: 172204 Typo 10 Park Plaza-Suite S 170 Expiration: 6912016 Supplement Card Boston,MA 02116 SKYLINE SOLAR,LLC. PHILIP CHOuNARD WMot 139-GLENDALE AVGEDISON,NJ 08017 Undersecretary valid without signature Office of Consumer Affairs and Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor Registration Registration: 172284 Type: LLC SKYLINE SOLAR, LLC. Expiration: 617/2016 Tr# 251923 PETE DEBBAS 124 TURNPIKE ST SUITE 10 - WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reasons for change. u_A __u T;- , � v, ` Address Renewal t Employment Lost and Office of Consumer Affairs&Business Regulation License or registration valid for individul use only NOME IMPROVEMENT CONTRACTOR before the expiration date. 1f found return to: Registration: 172284 Type: Office of Consumer Affairs and Business Regulation Expiration: 617/2016LLC 10 Park Plaza-,Suite 5170 Boston,MA 02116 SKYLINE SOLAR,LLC. PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER,MA 02379 Undersecretary Not valid without signature