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Building Permit # 10/24/2016
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 43' r .. � .. Date Received _ o o• "tg rt -af�. 1® �SsncwuS�S Date Issued: E�.=- e ;L=-r I IMPORTANT:Applicant must complete all items on this page LOCATION10 Old Farm Rd; �. .. Point PROPERTYOWNER ,—Donald Harrison t Prim 'MAP NO:: � .>PARCEL.�ENING DISTRICT., Histprip DISITiCU, ekes Mechi e Shi lril(age":Yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential I New Building One family Addition Two or more family Industrial Y Alteration No,of unitsCommercialHJ Repair.replacement Assessory Bldg - Others: `` Demolition Other Septi: WeII Floodplain U+lellands .. € Wetershed C)istT[ct 1 Water/ ewerS 1 Installation of 22 solar rooftop panels and all materials to mount and wire.No change of use or footprint. L7 _- Identification Please Tope or Print Clearly) OWNER: Name: Donald Harrison Phone: 781-760-0984 Address: 10 Old Farm Rd Q,CC}NITRACTtRIa Phone sol s7s7 x3t eU stDn Energy, . .> 777 i 7A�oma(Dr,$reniw4,t�d,ititl-l{1�8�� ,: �,,, I t Supenris=,zr's Corisiruc#l64bbense 10138G" Horne Improvement Liceris': exp..Dade; i< i744 3t5f1x7 ARCHITECT/ENGINEER Phone: Address: Reg.No. FEE SCHEDULE:BULDING PERMIT:$1200 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$12500� PER S.F. $FEE: Total Project Cost:$ 15.426 �C- Check No.: 1-11 -, Receipt No.: 7 1 �12f=!�L _NOTE: Persons contracting with unregistered contractors do not have access to the gaaran4y fund Signature of Agent/Owner Signature of contractor Town of 2 "°Rr" Andover No. 43t•?.l i1 o h" ver,,Mass, /0 U BOARD OF HEALTH Food/Kitchen PERMIT TO ILD Septic System THIS CERTIFIES THAT .......R.&VIVA."ev.....Arv.1.rft.if....................... ........... BUILDING INSPECTOR I Foundation has permission to erect..........................buildings on..... ot.i ........... Rough to be occupied as.........2_4;.�. ............. Ilk..11.1.0.11ille....... ......................... Chimney provided that the person accepting this permit shall in 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 VIOLATION of the Zoning or Building Regulations Voids this Permit Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCATIO STARTS Rough Service . ... ................ ........ .40A L .... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building; Rough Display in a Conspicuous Place on the Premises—Do Not Remove Final No Lathing or.Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. DocuSign Envelope I0:2107E66A-1CA7-4C5E-9D98-D37F2F5A9A46 sunGEV{TY Homeowner's Agent Authorization Form State of Massachusetts I, Donald Harrison (print name) am the owner of the property located at address: 10 Old Farm Rd North Andover MA 01845 (print address) 1 hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. x-819 d bP Customer Signature: ' 16tna(� FkaYyiSbtn eozecer��osaia. Date: _ 10110/2016 '....... Print Name: Donald Harrison Sungevity MA Home Improvement Contractors License#168430 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 ;vw=;�sun9evity.can structura ENGINEERS October 17,2016 Sungevity 66 Franklin Street Oakland,CA,94607 Subject:Structural Certification for Installation of Solar Panels Job Number:2016-14418 Client:Donald Harrison-502227 Address:10 Old Farm Rd,North Andover,MA 01845 Arm.: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 structure was observed as follows: The existing roof structure consists of: •Composition Shingle over Roof Plywood is supported by 2x8 @ 16 o,c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 38 degree and have a maximum projected horizontal span of 13 ft 1 in between load bearing walls. Design Criteria: •Applicable Codes=780 CMR,ASCE 7-05,and NDS-05 •Ground Snow toad=50 last •Roof Snow Load=27.8 psf ARRAY 1 •Roof Dead Load=8.9 psf ARRAY 1 •Basic Wind Speed=100 mph Exposure Category C As a result of the completed field observation and design checks: •ARRAY 1:it 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 780 CMR. N1H OFtgg9 If you have any questions on the above,do not hesitate to call. PAULK O ZACHER Prepared By: STRUCTURAL PZSE,Inc.-Structural EngineersNo,50100 .�, Roseville,CA SStONAENG i 5150 Sierra College Boulevard,Suite 150, Roseville,CA 95661 916.961.3960 916.961.3965 A vrww.pzse.Com structural ENGINEERS October 17,2016 Sungevity 66 Franklin Street Oakland,CA 94607 Attn.:To Whom It May Concern re:lob 2016-14418:Donald Harrison-502227 The following calculations are for the structural engineering design of the photovoltaic panels located at 10 Old Farm Rd,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, of FAULK. c'sc ZACHER Prepared By: O STRUCTURAL. y U No.50100 PZSE,Inc.-Structural Engineers M s3ozos�✓J w2- Roseville,CA �PSStpyALENv 8150 Sierra College Boulevard,Suite 150, Roseville,CA 95661 916.961.3960 916.961.3965 www.pzse.com Project:Donald Harrison--Job#:2016-14418 Date:10(1712016 Engineer:GS Gravity Loading Roof Snow Coad Calculations pg=Ground Snow Load= 50 psf c Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) C, Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= I or=0.7 Ce C,i pg 35 psf (ASCE7-£q7-1) where pg 520 psf,P,min=Ixpg= N/A where pg>20 psf,P,min=20x1= N/A Per ASCE 7-05,minimum values of of shall apply to hip and gable roofs with slopes less than the larger of 2.38=and(70f W)+0.5. Therefore,p,=Flat Roof Snow Load= 35 psf pz=Capp (ASCE7-Eq 7-2) CS=Slope Factor= 0.800 ARRAYI Ps=Sipped Roof Snow Load= 27.8 psf ARRAY 1 PV Dead Load=3 psf(perSungevity) Roof Live Load- 19.62 psf ;ARRAY Note:Roof live load is em.-d in area's covered by PV array. Roof:Dead Load ARRAY 1 Composition Shingle 4.00 Roof Plywood 1.50 2.8 Rafters Ca'16"a.c. 149 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.01 Total Roof DL ARRAY 1 7.0 psf DL Adjusted to 38 Degree Slope 8.9 psf 2 of 5 ® Project:Donald Harrison--Job#:2016-14418 Date:10117/2016 Engineer:GS Wind Calculations Per ASCE 7-05 Components and Cladding Input:Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 38 degrees Mean Roof Height 24 ft Building Least Width 30 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.0 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) ph=0.00256*Kz*Kzt*Kd*V^2*I (Eq 6-15) Kz(Exposure Coefficient)=0.932 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-41 V(Design Wind Speed)=Joe mph Importance Factor=1 (Table 6-1) qh= 20.3 psf Standoff Uplift:Calculations. Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.20 -1.20 090 Uplift Pressure= -20.24 psf -24.30 psf -24.30 psf 18.23 psf Attachment Dead Load= 3.00 psf` 3.00 psf 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.73 ft 2.73 It 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf - FootingUplift= -201 lb -2461b -2461b Fastener Capacity Check Fastener= 5/16 inch Number of Fasteners=1 Minimum Threaded Embedment Depth=2.5 Pullout Capacity Per inch=2051b Fastener Capacity=8201b 820 Ib capacity>246 ib demand Therefore,OK 3of5 ® Project:Donald Harrison--Job#:2016-14418 Date:10/17/2016 Engineer:GS Framing Check ARRAY 1 PASS w=53 plf Dead Load 8.9 psf -� PV Load 3.0 psf Snow toad 27.8 psf 2x8 Rafters @ 16o.c. Member Span=13'-1" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 39.7 psf Member Properties Member Size S(W3) IhnA4) Wmber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. 'Check Bending Stress Fb(psi)= Pb x Cd x Cf x Cr (NDSTable4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment=(wLA2)/8 =1132.6 ft# =13591.2 in# Actual Bending Stress=(Maximum Moment)/S =1034.3 psi Allowed>Actual--74.5%Stressed--Therefore,OK Check Deflection Allowed Deflection(Total Load)= L/120 (E=1400000 psi Per NDS) =1.308 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) =0.350 in =L/449 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.872 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.367 in L/428 < L/180 Therefore OR ChecklShear Member Area=10.9 mA2 Fv(psi)=135 psi {NDS Table 4A) Allowed Shear=Fv*A =1468 lb Max Shear(V)=w*L/2= 3461b Allowed>Actual--23.6%Stressed--Therefore,OK 4 of 5 Project:Donald Harrison--Job#:2016-14418 ® Date:10/1712016 Engineer:GS Lateral 780 CMR Existing weight of Effected Building' Level Area Weight(psf) Weight(lb) Roof 2100 sf 8.9 psf 186901b Ceiling 2100 sf 6.0 psf 12600 Ib Vinyl Siding 1600 sf 2.0 psf 3200 lb (16'Wall Height) Int.Walls 800 sf 6.0 psf 4800 lb Existing Weight of Effected Building 39290 Ib ProposedWeight of PV System Weight of PV System(Per Sungevity) 3.0 psf Approx.Area of Proposed PV System 391 sf Approximate Total Weight of PV System 1173 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 3929 in Approximate Weight of PV System(Actual) 1173 to Percent increase3.0% 3929 Ib>1173 Ib,Therefore OK 5of5 Tlie Contr+aonivealth of.4fassacia+setts Department of firdiestrial Accidents p Office of Investigatiotts 600 Washington Street M gonion,11A 02111 ivniv,ntassgovIdia Workers'Conipensation Insurance Affstlavit: Builders?ConGPlease Print gibl y Apl2licant Information 'saute(Busiracyhg:rucNSdisiduaiti YeYslon Energy/Daniel Clapp -- Address: 7A Commercial D; _ one#: 603-679-1777 x313 CityiState?Zip:___Brontw'ocd.NN 03633 phf :1re you nn employer Check the appropriate box: Tvge of projeR(required): tun a employct Nvith 100 4.Q t am a general contractor and t 6 ©New co lin, on 1 have hued the to hed sheet I C]Remedcling employers(tuff nd!or part-time).' listed on dee attached sheet t 2❑I am a colt proprietor or partner- -f-6csc soh-conuactnn have 8. Demolition ship and have no employees workcrs'comp intte-unce. 9. Q Building addition Working for me in any capacity. p svorktrs'tamp.insurance 5. Rte are a111'orarion and its 1 O.Q lttctrical repairs or additions reouircd.] officers have txcrciscd their light of Gumption par'<dGL f I.�plumbing repairs ar additi0>z 3.[]t am a h0mcotrner doing all tsvrk c. 52 `;1(d),and per have aO t 2.(_t'Roof repairs mvself.(toivorkers'comp. utsuranct rtiluirex}.J 1 employers.(No workers' 13 o Other Solar comp.instance required.] vri.n tics ink`arut `Ant a},pllcere itst c}sck:M Pt M.fillo i h * tt,j '.t ,h fs; LLtti,1 P[m:rY,5na IbliaturNv+fenttity"— t nmtxvwrrs wen mtnut h 9'iq- z,t .� b cr..q I„zt cy inlanimnm,- tCrmtr�vrs awl ehxi a*:t, t.h d direnxf l -e.�w-:ng t.._ncrx LCtfr<s b - tu•y n d L t:wvrktn I am an emplayer rhnt i..praceding and`rs'canptn_cariat inst+rnner Jor my emplgrecc Relow is the potiry and job site fnformartarc ppaine Empiaynrs Mutual insurance Company lnsurance Ccmpan Name:_� c taOoaoo Expiration Datc: 41112017 polo.,,=°r Scif-ins, Lie=: -------- 10 Old Farm Rd _Ci y,'State''Zip: North Andover,MA 01845 Joh Site Address:__. -...-- Anach a copy of the evorkers'compensation policy deet strut son page(shOrviug the policy number sad ecpirati on date). Paifure to sMarc Coverage as required trader Section 2 S A 0f NIGL c.132 can lead it,die imposition of criminal penalties 0(a fine up to S 1,500.00 and/or One imprisonment,as,ell ac civil penalties in the form of a STOP WORK ORD RR and a fine of up qr SZS0.00 a dey agaitut[lee violator Be'dvise'd that a Capt'of this statement maybe forwarded to the Office of Investigations of the GIA for insurance coverage verification. Ido hereby cenifr under the pai+is and penalties of perjury that the mformanan prorided ahara i_true and correct. J Sienature �-~ �� "`- _�dm_-_--90119/2098 _ Phone»_603-679-1777 E ars{n. Do not e•rite in this area,is be completed by chl)or town official. f n: PermitILIcense 4 thority(circle One): Boardf Health 2.Building Department 3.city�`I oisv Clerk A.£iettrkaf in 5,Plumbing Iaspector - rson: REVIENE-01 VROEUN DATE(MMtOOIYYYYj a►c CERTIFICATE OF LIABILITY INSURANCE F �ze16 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 INSURERS),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed,If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate and in lieu of such endorsement(s), CONTACT PRODUCER NAME; United insurance-Fatmouth PHONB (207)781-3519 ac No:(207 781-3907 A!C No Ext: 202 U,S.Route One Eaaaa Falmouth,ME 04105 AaoREss: INSURERS AFFORDING COVERAGE NAG k INSURERA:LIbert Mutuallns Co 23043 INsuRED INSURER B:Maine Employers Mutual Insurance Co 111149 INSURER C Revision Energy,LLC 91 West Main St INSURERo: Liberty,ME 04949 INSURERE: MSURERF: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR OTHER DOCUMENT WITH RESP ECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. QMns MSR POLICY BE POLIC XP LTR TY PE OF INSURANCE A LB R POLICYNUMBER IVYY MVDO 1,000,000 A X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 0410112016'0410112017 E RE ED 100,00 OCCUR I GBP8847832 PREMISES Es ocw+rence $ 5,00 CLNIMS-MADE ' MED EXP Ali—pe,sen7 5 PERSONALBADVMJURY $ 1.000,000 GENERALAGGRECATE $ 2,000,000 GENT AGGREGATE LIMIT AP: [P]LIE�S PER: I PRODUCTS-COMPIOP AGG S 2,000,000 POLICY T!ECT i-'i LOG I ( $ OTHERCOMBINED SINGLE LIMIT S 1,000,000 AUTOMOBILE LIABILITY Ee a:c+dent ' AB843133 04/01/2016 i 04/0112017BO'DILY INJURY(Pel peso+} S A X ANY AUTO - BODILY INJURY(Per aceke) S ALL OYINEDAUTOS ALIT SGHEOULEO p OP RTV DAMAGE X NIR OAUTOS X AUTOS�E0 i eM S X UMBRELLA MAB X OCCUR EACH OCCURRENGE S 11000,000 A EXCESS UAB GLaM10s-NAPE,OOai �CU8841675 �0410112016 04/0112017'AGGREGATE s 1,000,00 DEQ X RETENTIONS X STATUTE I ERS $ WORKERS COMPENSATION iI AND EMPLOYERS'LIABILITY YIN 5101800408 104101/2016 104101/2017-E1.EACHDENT ;S 1,000.000 B m PROPRIETOIVEARTNER:E? ❑XECUTRE OFFICE—MBER EXCLUDEDINfA ' i ELDISEAACCISE-EA EMPLOYE $ 1,000,00 (Mandatory In NH) 1,000,000 if yes,describe under tE.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS UI,I— I DESCRIPTMN OF OPERATIONS t LOCATION$I VEHICLES(AGORD 101.Additional Remarks seTedule,may 6a aftachetl if more space is required} CER(TIFSCA E HOLDER CANCELLATION arty f North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE B THE EXPIRATION DATE THEREOF, NOTICE WILL E DELIVERED IN L+Gef-6sgooct6t-' ACCORDANCE WITH THE POLICY PROVISIONS. North Andover,MA 01845 AUTHORIZED REPRESENTATIVE Aa A141) ©1988-2014 ACORD CORPORATION...rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Ytassacnusetts uepartment m vuouc safety Building Board of Regulations and Standards License_CS-101388 - Coo structioo Supervisor DANIEL J CLAPP 33 NUTE ROAD MADBURY NH 03823 1 Expiration: Commissioner 01/06/2018 1 2 3 4 5 SHEETINDEX PHOTOVOLTAIC SYSTEM PV0.0 -- COVER AND SITE PLAN PV1.0 GENERAL NOTES UTILITY INFORMATION: PV2.0 ARRAY LAYOUT METER NUMBER: 18777558 PV3.0 LINE DIAGRAM PV4.0 LABELS SYSTEM SIZE: A AC/DC kW STC: 5.142kW\5.72kWQ- A � KEY: Qr ----PROPERTYLINE O --— CONDUIT RUN O INVERTER EQUIPMENT: `----- DRIVEWAY SUBPANEL PV MODULES (22)Trina Solar TSM-260 PD05-05 - FENCE E]DC DISCONNECT FIRE CLEARANCE E]AC DISCONNECT INVERTER(S): (1)SolarEdge SE500OA-US - r STRUCTURAL UPGRADES E)I]E]JUNCTION BOX O SOLAR MODULE I]MONITORJNGUNIT SCOPE OF WORK: 0 MAIN SERVICE PANEL Q COMBINER BOX Q UTILITY METER ROOF INSTALLATION OF A SAFE AND CODE-COMPLIANT Q PV METER OBSTRUCTION GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ROOF MOUNTED APPLICABLE CODES: RESIDENTIAL ROOF TOP. CONDUIT 2014 NEC 2009 INTERNATIONAL CODES WITH MA AMENDMENTS CONTRACTOR INFORMATION: B B r REVISION ENERGY WOBURN it 7A COMMERCIAL DR. BRENTWOOD,NH 03833 U 2 JURISDICTIONAL_INFORMATION. U NORTH ANDOVER,TOWN OF .�7 1600 OSGOOD ST. NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: I (E)MAIN SERVICE PANEL& jr (N)FUSIBLENAC S DDEI BASONNECT R/ EMENT �F�'9y I FOR INSTALLER USE ONLY f POST INSTALL SUNEYES REQUIRED? NO / i CERTIFY THAT NO CHANGES HAVE G rr �r BEEN MADE TO THE ARRAY LAYOUT: C CUSTOMER INFORMATION: DONALD HARRISON - F 10 OLD FARM RD A NORTH ANDOVER,MA 01845 (781)760-0984/#562227 SITE PLAN RSR° DESIGNED BY: REV#: DATE: SCALE: N.T.S. //IVI � Pl(_0.0 KARAN.SH 0 10/15/16 SVNGEV TT INC.F,FwtnNl nSi SV T£S1PONctANP.CA iiWT '3Y: N-cats: Lttal�n.Hams 502221 5JY 5.set S- :itat'I THESECWIWWGS SPEGF Cni;ONS ANOOES�.vs ARE THE PftOPEftTY CF SJNGFv" .C.NO PnRT SHUFBE CCP EP OR vsFor00.oR YniN MvciHEF.xORrc OiHERiHay.HESPECK CpRo.ci roR tti'MCH iHEV Hnv..eEE.TP..vEEOaEPW rNOVi WIT WRITTEN C-1 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: E1.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC,AND DC EQUIPMENT SHALL BE RATED FOR AT LEAST 600VDC. N1 DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR E2.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS€ SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY. STANDARDIZED. N2.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DEVICES, E3.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL EQUIPMENT AND DE-ENERGIZE ITS OUTPUTTO THE CONNECTED ELECTRICAL PRODUCTION AND A MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS IN THE REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION SPECIFICATIONS OR NOTED ON THE PLANS TO ENSURE COMPLETE COMPLIANCE WITH ALL NETWORK VOLTAGE HAS BEEN RESTORED. CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E4.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION BY N3.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 3R RATED. INVERTER)(S),AND ARC FAULT PROTECTION IS INVERTER-INTEGRATED. N4.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT E5.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CIRCUITS ARE RUN INSIDE A BUILDING. CALCULATED AT THAT COMPONENT. NS.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6"ABOVE E6.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL FLUSH VENTS. BE PROPERLY BONDED AND GROUNDED. N6.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS E7.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO GIVEN BY UTILITY COMPANIES, TEMPERATURE DERATING AND LOCATION. N7,FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. E8.ONLY COPPER(CU)CONDUCTORS SHALL BE USED FOR NEW WIRING.CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. N8.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES. E9.ALL MODULES AND RACKING SHALL BE GROUNDED VIA UL2703-LISTED RACKING N9.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED SYSTEM'S INTEGRATED GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED PROFFESiONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY ITEMS ON THIS PLAN. DIRECT BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE,STAR B B N10.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. WASHERS,AND THREAD FORMING BOLTS. N11.ALL OSHA REGULATIONS AND STANDARDS FOR SAFE AND HEALTHFUL WORKING CONDITIONS TO BE FOLLOWED. N12.ALL CONTRACTORS WORKING ON ROOFS TO BE INSURED AS SUCH. STRUCTURAL NOTES: S1.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT SHALL BE ACCURATELY SPACED. S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS. 53.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. C O CUSTOMER INFORMATION: DONALD HARRISON 10 OLD FARM RD NORTH ANDOVER,MA 01845 (781)760-0984/#502227 DESIGNED BY: REV#: DATE: - KARAN.SH 1 0 110/151161Pv-1.0 sUNGENTv IHC.ES FRAnKIIU ST Sil TE 3!C WKLAhD.CA 9Efi0t H,—HATH Date: Lwa!aa_Hameon 50222]SY!Snee'Strs:1!xfT THESE[H-1—.—C!F:C—NSANDDESx;NSME THE PROPERTVOF S—HY I..NC PART SriALL BE COP ED OR ttSED FOR OR YniH F.vr oTNE0.tvORK OTt!ER IRAN tHE seEcc!c PaoxECT EOR mi:CH iHEr HAVE eEE.0 oEVCLOPEOw THouT CJR wR TTEv tcaasENi 1 2 3 4 5 MODULE SPECIFICATIONS SYMBOL KEY: (22)Trina Solar TSM-260 PD05.05 RAIL MODULE WEIGHT: 41 MODULE LENGTH: 64.95 —-- -— RAFTERS S I MODULE WIDTH: 39.05 ROOF ROOF ISPECS FIRE CLEARANCERAFTER SIZE: 2)1B NOMINAL O_____________® STRING CONFIG. ( ( i I I ( j RAFTER SPAN: 13'-i'• RAFTER SPACING: 16' --ry-- STRUCTURAL ( ( -" I ( i ( C I ROOF MATERIAL: COMPOSITE SHINGLE y UPGRADES ' I 1 ARRAY SPECS NUMBER OF E3 SOLAR MODULE I (__ _� �__ �_ TOTAL MOD.WEIDGHTS(@s}: 902 A A MOUNT i ( 1 i i ( _ ( RACKING WEIGHT(Ibs): 149.9 ® WEIGHTIb,): 1051 SKYLIGHT `eQ 1 ( ! I l ARRARRAY AY AREA LOA 387.5 CHIMNEY ARRAY DEAD LOAD QbslsgR2.7 ): 2.7 NUMBER OF MOUNTS: 46 PLUMBING OR LOAD PER MOUNT(Igs): 22.9 ATT I i I ❑ ATTIC VENT -- ' -- "1 -')— - h- ( ARRAY AILT(') (°) 2 8 ARRAY TILT(') 38 I 4 ( ( ( I NUMBER OF FLOORS 2 I I I I I ! ! I I I ! I ! I I ( I I I ! S I I ir -- r i i I L; i ARRAY LAYOUT SCALE:3/16"=T-O" B NOTE: MODULES SHALL NOT BE GREATER THAN 8 INCHES ABOVE ROOF COVERING zz ! � — SOLAR MODULE IRONRIDGE XR100 L-FOOT ,.,.%= _.— QMSE-LAG SHINGLE = ; COMPOSITE SHINGLE 5" X 5116"-LAG 2.5'MIN.EMBEDMENT PER SCREW -------- 2X8 NOMINAL,16 — -- C C � CUSTOMER INFORMATION: MOUNTING DETAIL DONALD HARRISON 2 SCALE: NTS 13-1 10 OLD FARM RD NORTHANDOVER,MA01845 7" ROOF SECTION (781)760-0984/9502227 SCALE: 3/8"=V-0" DESIGNED BY: REV#: DATE: z.a KARAN.SM 1 0 110115/161' suaoewn xe.es.wwkury sr sone aroenrcva+a cn sne» e:.�uaw.sw,x cele:—«aro":xe„ac, zzzr sv+sneys°E:r,.+r rxese uaaw ryes sReciri_nrays.auo ces�cvsrreE n+=_wn�aexFr oe survcen-rte.xo Peer snue nEc�EooR usEO Fore oa w..Ra,.m oTREres+oRrc-R FIE s CPee"Ro—III—TIEY—E IEery oev1--wrcxcuT--7011— 1 2 31 4 5 MODULE ELECTRICAL SPECIFICATIONS INVERTERI SPECIFICAT NS ELECTRICAL KEY' (22)Trna Solar TSM-260 PDU5.05 SOLAREDGE SE5000A-US BREAKER SHORT CIRCUIT CURRENT(Isc): 9 RATED WATTS(EACH): 5000 -/.- SWITCH OPEN CIRCUIT VOLTAGE(Voc): 36.2 AC OPERATING VOLTAGE(V): 240 Q SCREW TERMINAL OPERATING CURRENT(IMP): 8.5 AC OPERATING CURRENT(A): 21 m FUSE OPERATING VOLTAGE(VMP): 30.6 NUMBER OF MPPT CHANNELS 0 • SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.96 EARTH GROUND STC RATING: 260 INTEGRATED DC DISCONNECT /77 CHASSIS GROUND PTC RATING: 238.5 INVERTER t INPUT SPECIFICATIONS ——— OMINAL CURRENT PER STRING(room}: a.2,a2 DECGEC DESIGN CONDITIONS HIGHEST 2!DIT DESIGN TEMIR(°C): 32 NOMINAL VOLTAGE(Vnom): 350 EGG MIN.MEAN EXTREME ANNUAL DB("C): -18 MAX SYSTEM VOLTAGE{Vmax}: 500 MAX CURRENT PER STRWG(Imax}: i5 A A MAX INPUT CIRCUIT CURRENT(I max): 30 (3)#10 THWN-2 (3)#10 THWN-2 (3)#6 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, 30AMP, AC DISCONNECT, SUPPLY SIDE CONNECTION WITH (N)SE5000A-US NON-FUSIBLE, 60AMP,FUSIBLE, POLARIS BLOCK OR SIMILAR INVERTER W/INTEGRATED CUTLER-HAMMER, CUTLER-HAMMER, APPROVED RATED UL LISTED AND DC DISCONNECTS DG221URB DG221NR6 APPROVED CONNECTOR ————————— 200A MAIN BREAKER 1 STRING OF + 30A FUSE PV DC 11 MODULES DC -AC C OPT.CURRENT=8.17A DC OUTPUT cEc LOAD T LINE LOAD LINE -4- 1 STRING OF + (E)LOADS p 11 MODULES �" INVERTER D I E (E)200A ITE MSP OPT.CURRENT=8.17A I{ ) ————————— I LOADS 240V 2P 3-W 1 cp B I B I J Ot —L (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS GEC IRREVERSIBLY SPLICED TO LOCATED ON ROOF EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C C Inom=(11 x 260W)/350V=8.2A CONDUIT ELEVATION:1/2 TO 3-1/2"=22'C 22 MODULES TOTAL OPERATING VOLTAGE=35OVDC(REGULATED) HIGH AMBIENT TEMPERATURE:32"G 22 x 238.5(PTC WATTS)x 0.98=5142 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C DONALD HARRISON ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE5000A-US MAX OUTPUT CURRENT=21A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=21A x 1.25=26,25A-u 30A 1 O OLD FARM RD NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax'1.25=15A (781)760-0984/9502227 CONDITIONS OF USE=Imax/Tcorr/Cfll =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY:IREV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG110115/161PV-3.d _ KARAN.SH 0 SUXGEv(tt NC 65 FRa'txl45T SJTE ste LW(LAND Cn 91EOT &,.HAiiwn St+AH OaIe—La-aior.4s,esvn Sa1YR EVt EneeiSze.tix., iHESFDMW NCS EPEC FlCAneNS,hvDOES GNSutE iFE FRDPERh OF EUYGENttINC nD PARI SPALL BECM EC CR WEO FORMtN HhnY o'xFRm¢xRx oTHEft THt,N.vESPEeffiC PRoaECi F..a wW tH-HEY n>v eEFNDFVFEOPEOH,iUcxn'D_a wR iTEn CausENT 11 2 1 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 RATED AC OUTPUT CURRENT{A): 21 GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT VVA R N I N� PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT(imp): 16.3 ELECTRIC SHOCK HAZARD A A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SNORT CIRCUIT CURRENT(Isc): 11.3 NEC 690.35(F) NEC 690A7(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 THE DC CONDUCTORS OF THIS TERMINALS ON BOTH THE LINE AND LOAD SPHOTOVOLTAIC SYSTEM ARE UNGROUNDED IDE MAY BE ENERGIZED IN THE OPEN AND MAY BE ENERGIZED POSITION NEC 705.12(D)(2)(b) B B PLACE THIS LABEL AT P.O.C.TO SERVICE DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND NEC 690.56(c) SUBPANEL IF APPLICABLE)) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED WARNING PHOTOVOLTAIC SYSTEM EQUIPPED INVERTER OUTPUT CONNECTION WITH RAPID SHUTDOWN DO NOT RELOCATE THIS OVERCURRENT DEVICE 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 C C CONTAINS MULTIPLE POWER CUSTOMER INFORMATION: SOURCES DONALD HARRISON 10 OLD FARM RD NOTE: NORTH ANDOVER,MA 01845 BACKGROUND AND LETTERING COLORS FOR NOTEOUTSI {781)760-09841#502227 IDE LABELING OF SYSTEM COMPONENTS AND SIGNAGEILABELS SHALL COMPLY WITH(IN ORDER OF METERS IS TO BE DONE IN A WAY SUITABLE FOR THE PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, ENVIRONMENT IN WHICH THE EQUIPMENT IS STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS INSTALLED.NO STICKERS ARE PERMITTED. DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGEILABEL VERBIAGE ONLY. KARAN.SH 0 10/15/16PV-4.O S`O OAI(L0.\J.CT 90E:'/ Y ��` Hlye.—Lw'z wv xarmon W222l SVi SM1oa Sze.tttfl NES£DRnty NG55PECF ntPNS.uuD'..'EStcuS o-ttETxE PRaPERtt cF Surv..EV.ttNe.no vnR.SHaLLaEear EG evt USED FaROR w'intivr o.HEanoaK oiv_niw.rvTxE si:[CSC R-ROTECT FGR NM1sCrv'xEr:+ SEENDEv£LOPEp RWRTTENC SENT SUM1GEYIN HC.6E 1-11 ST 5JTE THE A MAX MODULE —-_ Mono Multi Solutions PRODUCTS PaWER RANGE ELECTRICAL DATA(STC) TSM-PD05.08 255-2a5W' Pool, tf P ('pl 250 255 260 265 MAXTSM-PD05.05 25o-260W P we O Ig ti nc P.nx(Wj IT_ THEMadmu Po Wt g Y..+(Yl 333 305 306 30.8 DIMENSION S of PV MODULE M ximu F C nt—(A) :827 8.37 850 8.61 V li In open Voir g Vcc(V) 380 381 382 38.3 ShortCineuilC rl..(A) e.M 8.88 9.00 ..9,10 Mod,,te El--y t,j%j 153 15.6 159 162 MODULE SyEtECiRiCat DAiAcINOCT)SRor [/'► Moxvr P P (Npl 186 184 193 19' b0 CELL m Mq w Po V tg Vw{VI 6.6 6.71 28A 28d Maxi P C i leu-{AI 6.63 6.71 6.81 6.89 MULTICRYSTALLINE MODULEMEN ' CID Doi rvus'vttivt 3'D 7A1 75.4 ass { - SharrC IC.—n!i (A) 110 JIT 7.29 ]35 i ` T: .4ma:e.to peta ve 20 C.winU.need t ml:. {�+eveuwxac - 250-265W fil x �' MECHANICAL DATA POWER OUTPUT RANGE wren, Mn llne156Y156mm(AInhen) Our most versatile roduct , p cake 1 I ao cess(6x lot •Col fahbli, ith naj.,SOS Cor*'.poneitt5 end TySthir:! Ecck`h,+w Modwe dcnenuons 1650.992 35 t-ls,39D5.13 1 ) 1b.2� F 0 S weight 186k9(4)ll •1 too:U�f1t�00 EC_.t-=e.! Glass 32 mm(0.13 o,he i,Hrgh Tet see,i n,AR Cooled Tempered GlInS MAXIMUM EFFICIENCY —A wh (Foos e)& k[PDos os) .1 rin flame 81 Amid dAt Alby One of the industry's most trusted modules so P65 rir6z r d •Field prroe.r performance r cables Ph 1 alo h logy cable 4.Dmm`tQ.00d inrnes=}. 0—+5W 1000—(39.377-hes) Cement. rar—pherrol POSITIVE POWER TOLERANCE AA No Type Ty,Ie, Highly reliable due to stringent quality control F oi—dmg gl.b.l l tcClUre 0—30;,-I1"%l IeSfS I.Y TC I:.G,and rYlq lY,..Crel IVCURVES OF PY MODULE(260'N) TEMPERATURE RAIMGS fiA—UMRAIMGS ,c a� t n phelavWo+c — •In la es ing go�e�teii beyond;erlifi_�.tlen regL=o.onis ,om Pi—Dres"t'inl Nom leg OCT) R ap i li perarWe aD-+es`c -aa•c t`2'cl ( W_p I.E <2 Tempe f (HOC¶ µa mum Sysrem: :00(hiDCOEC): 'ph T--.hieCoerS' t of in— 4.41%t'C :4o1r 9. :4000-DCNL) 0c__-area av ndif=e 9lc6r=7nl)a is — — Temp t e Is 1a1v..e -o.az%t^e Max se esw aaoens ISA GnIB to pt d.1-111,-3 Servi.e of I ' Temp ratcae waif-.dent kc D95%i°G ` .._ __.- ---------- _ IG2od r —11 11 rnahel Certified to withstand challenging environmental conditions -- -- . - i". e• 1 'y - —1,, 2 d(' Wind a o�-1G _ WARRANtY i .rrt..2'.'NE:lIe..G.lm'led •J��C.a_lU`Y^UL as --u IOyear PrpdV=hWwkmonsitip wortanly I1 1ch- S"Crisp= n 1—hy v.m..m 25Y Lineal Power Warranty Liol -II b cr or t si - !pe«.d:insute!s tw=meee<«roF:,mcr-b.m=r>r«aeroan � I do-Yhc= fnef1 a3 Inn CERTIFICATION I Sh eds-e-ilea I d oteTr.raE..e. LINEAR PERFORMANCE WARRANTY (2,� tE Er FACRAGiNGcoNrlcuaanoN 10 Year Product Warranty^25 Year Linear Power Warranty modwe.percox 3o pie=e: ;;_ hno loin,ti it d 66t Modules Fer ao conlmnol 8a0Fe— .F., 1 1 +»r 1 .-, �- � etUr �xoim.ea. g es evec Sg c.nnsv-c u.eel s..o os!=ec oce.a se 1n_� oee. � ry rIsolar - rI a solar >wtEe.e gtToUechr_ xeo s r,. s z_ SnxrTErergy-?og=rhe. 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 Themodules with the specified construction as below may be marked with its type for ❑L listed fire performance products only as the below table: 2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT, CHANGZHOU,JIANGSU 213031 CHINA, Module model Ispecific construction Marking TSM-xxxPD05, `Superstrate: 3.2-4.36mm thick; Module Fire This is to certifythat PHOTOVOLTAIC MODULES AND PANELS WITH TSM-xxxPD05.G8 EVA: rate: ..30 thick; Performance: Substrate: G.30 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. TSid-xxxPD05 Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD05.05, EVA: 0.25-0.61mm thick; Performance: Standard(s)for Safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPD05.68 thick; 0.284 mm - 0.30 mm Type 2 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 NEVA: 0.25-0.65mm thick; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Subs t,ate: 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:'Ut-the word"LISTED";a control number(may be alphanumeric)assigned 40*35 mm, by UL;and the product category name(product identifier)as indicated in the appropriate UL Height: 40mm, Directory. Thickness: 1.5 mm Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire g p TSM-XXXPD05.18 ,EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 40mm, Thickness: 1.8mm .v e Page 1 of 4 Page 3 of 4 Single Phase Inverters for North America solar - • • solarSE300OA-USISE380OA-US/SE5000A-US(SE60GOA-USI SE7600A-US/SE 10000A-US/SE1140OA-US I SE30f10A-USSE3890A-US SESOOOA-VS`SE6000A-.51151:1600A-USI SE19009A-US SE11400A-US) OUTPUT __ SolarEdge Single Phase Inverters p AC Power Output 990 38QQ 3 5900 z 1000 @Z�Q 6990 7500 1140VA M ACPower Output 3399 4150 5400 @ 208V 6.x1 8350 19800�208V 12000 VA For North America ...... ___ I 545Q@24QV, _..... _.... 19959@?COV ACO tp t V ILage N9 N -Max I I I ✓ SE3000A-US/SE380OA-US/SE500OA-US/SE600OA-US/ Ass zasva AC Output Voltage M Nom:Max"I ✓ ✓ ✓ ✓ ✓ ✓ ✓ SE760OA-US/SE10000A-USI SE1140OA-US 24 264' _AC FrequencyKhr N M _ I 593 60-_605 411 211V Max,Comm...s Otput Current 125 16 I 21 NOV 25 32 I? Nov 4].5 A I GFDt Th ( UnITyM tEng Iandl gProtecn C untrY C¢fig able Thre holds Yes I le, INPUT t ` M ou DCP w r(STC) 4950 5100 6750 81 £t'Q 0250 13500 359 W 25 Tra sformer less Urgro4nded } - Yes ! b ' c t�attan .N DC I P t V It% ,,_ ... 32S @ 208'/350 240V Vd i 33 M i p[Current ' 95 13 @ 18 23 2dW I 345 A 16 S 208V( IS.S@24OV 30.5@ - M InputShort C ,[yP [ is .... .. Y .. -.... ,.. .. ...... G d f It I I n D ti n _ 6001insiti ty ,M In erte EfF ency _,. { 97,7„ 982. 48.3. I 983..__ 97 @ 208V I IS,208' v CECWeighted Efficiency = 97S 98 97.5 97.5 97.5 % „,. 975,. 2e01 Nighttime Power Consumption <2.5 i 4 _ W ADDITIONAL FEATURES _ So pp t dC h I terfe ...-,,, ..-.- R5485,85232 Ethernet,2ge (optional) .,- ... _ ,._.... t R Grade Data,ANSI 0121 R a Ind So.Idown—NEC 201469012 i STANDARD COMPLIANCE UL7741,UL16998,UL1998 CSA 22.2 w G d Cammguqu S[ d los....,.. I IEEE154] .....,._..1......... z Emmis ....... I ... ...-.. FCC PartlS classB ....... .......... I INSTALLATION SPECIFICATIONS AC outR tcond it sl e/AWG rang.. ..3_/4 minimum 16-6 AW ..... .. __. 3/4 mNnum 183A_WG.. DC input conduit /N f strings = 3/4 u j13[ g t� 74'minimum/72 strings/16-6 AWG _ 16-6AWG Dmensl nswth Safety Sw tcfi i 31S l]5 x 269 m 305xi25x 72/7;5 315x184 30 x125 1Q S/ m (HND) W Sht th SafetYS tch.,. ,.�_._512j232_, 54]I,24.7 88:4)OI ,,, Ib t.kg.. � i � convecfipn Cooling Natural Convection I and interna! Fans(usereplaceablel f ( The best choice for SolarEdge enabled systems I l bl ... ...,_, ... ..._. F .. ) _... .... Integrated arc fault protection for NEC 2011690.11 compliances - z s9 I dsa M + Rapid shutdown for NEC 2014690,12 R. Mx.OperatingTemperature � 13 m+14ot-zs t¢+so(-4o to so versionava la6le'°q I 'F/'C + Superior efficiency(98%) P otechpn Rating I NEMA 3R Small,lightweight and easy to install on provided bracket Built-in module level monitoring ao�,soa i se...wusoa�,"u w=io°.�i"sn"oul�re'��;iota u�wz"walk""rtz' Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre assembled Safety Switch for faster installation Optional-revenue grade data,ANSI 012.1 sunsaEc USA-GERMANY-ITALY-FRANCE-iAPAN CHINA-AUSTRALIA THENETHERLANOS-UK-ISRAEL www.SOlaredge.US AUTHORIZATION TO MARK AUTHORIZATION TO MARK Product: This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) olaInteractive Inverter r S Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Brand Name: olarEdge Report.This authorization also applies to multiple listee models)identified on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800,SE5400,SE6000,SE7000,SE7600 '.Report. j (Option:followed by A to indicate Interface board,etc.) i,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 Address: 128 JUN CHENG RD Address: Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Mr.Oren Bachar or Contact: Mr.fvleir Adest Contact: Elaine Ouyang +972 9 957 6620#293 or Phone: 020-2805-4025/135-7023-5852 Phone: +972 9 957 6620#131 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 4 Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager C0%_ us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This fwthalialion to klark u Im!M1s extlusi:a use of infeeiek's tLent antl!s provided pursaant!o(es Cerefca!ion agram+an(bMxcen intertak z�its Ckent.Interiek's rasaonsihaffy and IiaM1dityare li+niied 4o Neterms m,tl crwtdlfbns orthe agreemenC lnleAak assumes lro tial:-iiy to any party.other than toM Glizal In acccrtlarrca triN the agree e!i,fcr any!oss,axperrte a=damage cccasbned tw the use Mihir Autt rizarionto Mark.0.ly it'zgteni is auilwdzetl to permit copying pr tlis4!bul!on of Nis AuihoNzallon to MaM antl Nen mlyA Ills enllrery.Use ofinterte%'s Certiikalion ma!0.Is strkiad to Ma mnGiions!eid mat in Ne agreement aM in lNs AVNwizaiipn to Mair.My fabler use o(Na iniertek name for No sale tt xdxdisemeM of the lasted material,product or service muss Iba approved in wsigng by in!erlsk.Init!al FacAory Assessments and FMlowup ServivBsare for Ne paposa of assunag appropr!aie usage al the Cetti(cNton mark in ecwrdagce;rN the agreement,they are neflw lFe purposes of producUen quality mn(rtl end do rel repave the CNentM lhe!r obigat!ans in this respva-l. 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 022.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 16996,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,2 01 3/0111 4 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 ffi.3.15(1-Jan-53?Mandatory EP tE 3.15 tt-tan-t3}Mandatory 11 ® Tele Route Cortland,NY 13648 Telephoho ne:(607) 753-6711 Facsimile: (667)756-9891 www.inhadek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No,101703554CRT-001 June 20th,2014 Project No.G101703554 • 3-ph Inverters: Mr.Meir Adest Ph:-972.9.957.6620 o SESKUS/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 xxxxz-xx is 6 Ha'Harash St. 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 t,C, personal on 06/17/2014. Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 20 ,2014 Date: June 20 ,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,dad,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=SOO,ddd=600,eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and Poco;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,coo is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE3800A-US/SESOOOA-US/SE6000A-US/SE760OA-US/SE1000OA-US/ SE11400A-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 TNs reprA Is to it's exck 1.use N InlerteKs Clint aotl is Froviv+ed pursusil to the agreement belvxen t ,tt and ill CIIen{,Inleetek's resinsibgily and k,Nll i are limited to the terms and mndlgons Wthe ogre®meet.IN IW'Sl lyb any party oN I h CL nlM accoMaace uiM tee agmemml:or any loss.expensewdamage arras wad bylh d It report Qnly Me G ant rs oath' d p 1 Tn9 w 4rslribW m 1 epb d d then¢+ly m Ts enly¢ty.My use d Ne NterteY nave oe ora of Es masks M-r the save or advert senent W the tested malar al.protlucl w aev ce must 3rst to approm-1"n y lntedeh.The observations and test resWls in ltzs raped ase reMvant an,y Me san.p:e les!etl.TNs rept by ils¢I(Coes all imply Mal the malerisi,prod:lctor sevicek or has everh en um rl lrterle(k/ce\�rt^ee�c\atim program. i l/ ...� \e91 8 Au ue:ICM Page 2 of 1 to-lel< crxk l rk.. Inc 1, intertert Inietick Intertek Tasting Services NA,l[d. SD 12.12(11'11110)InfotmaVve Intertek Testing Services NA,t— SD 12.1.2(11111:10)Informative • solar=ev Solar=eeSolarEdge Power Optimizer Module Add-On for North America P300 / P400/ P405 SolarEdge Power Optimizer Papp Popp 1405 (for 6n-cell modules} ((or 72&96-cell modules) (for thin film modules) Module Add-On For North America 'NPUT Rated Input DC P vier 300 400 „405 ,...€ W..... P300 / P4flfl / P405 • Absolute Maximum Input Voltage 48 80 125 (V at) Vdc {Vac lowest ® MPPTOp.ratingRange, Isc ,8,-.48 12,5-105 Maximum Short Circuit Adc Maximum OC input Currentent _ -- .... _..._ .�.i 05 .._._ .. Adc -�,.. a," • Maxmem ERiccacy Weighted.EfficfencY 98 8 - .. .. ...' ._.... .. .- .. .._ -.__... .. ._.._ °U Overvoltage Category _II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)_ `-f -_ :=t ll Max mum Output Current Adc 15 _ Maximum Output Voltage ) 60 I 85 j Vdc _ OUTPUT DURING STANDBY{POWER OPT)M_SZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Rower Oprimizer?- 1 ! Vdc • STANDARD COMPLIANCE _ EMC FCC Parf;5 Class e,IEC61000 6 2,IECb1000 b 3 Satety - � IEC621091(dass ti safety}, UL1741 W _ .._. ._ O ... .... Q RoNS Yes INSTALLATION SPECIFICATIONS PE CIF)CATI NS Maximum Allowed System Voltage Pxxx2ser�es 141x 212x40.S/S55 8.34_x159j,.n, - - Dm nsns(WxLx H) ( 128 x152x 27,5( 128 x152x 35/ 128x97 48 �o / - 'Pxxx Ssenes szS97x 108 5x 597x 137 _) Sxs, x1S9 m (in _. .. _ 950 21 ... W ght(including bie) Pxxx 25enes P xx S series CmPp MC4.C .... .. P - ,, �� O[ t W re T f C ector Oo bie I sulated A phenol OutputW re Length 0.95130 _, 1.2/39 ,.,_ ( m/ft. Ope ahng Temperature Range _I L0_-+Ss/-40 +185 ... ............. _.,_ C/.F .._ ...._. __. ......... _5.. _... Protection Rating :Pxxx Zseries,._� ...... .._..._ EP6f NEM A4 ..,.. .__ .,,,. _„,_,. E Pxxx Ssenes ,,, IPbBf NEMA6P ......... Relanv Humid ty__....... ...,0-100. .......... .............r. % aa:Ea Si.Fo ,ortha mada�_NoduleW p peree.derancea.a.+ed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A S_O_LAREDGE INVERTER" Minimum String Length i (P Optimizers)...........................I 8 ' to 18 18 ............ PV power optimization at the module-level Maximum StrinIa Length zs zs so I io 25%more energy (Po e Optimize s) - U ..i .. P gy Maximum Powerp rString. i 5250 6000 12750W_.. ._ Superior efficiency(99.5%) Pa Ilei Strings ofDffeen Le gths -.. .... ._.... . ., -orientation s _Yes Mitigates:all types of module mismatch losses,from manufacturing tolerance to partial shading - - -- --- - -- ----- ---- - -" -Flexible:system design for maximum:space utilization - Fast installation with asingle bolt - Next generation maintenance with module level monitoring Module-level voltage shutdown forinstaller and firefighter safety USA GERMANY - ITALY - FRANCE - JAPAN - CHiNA - iSRAEL - AUSTR.AUA WWW.SO la red ge.Us IRONRIDGE Flush Mount System Y 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 models)identified on the correlation page of the Listing Report, This document is the property of Intertek Testing Services and is not transferable.The certification marks}may be NA Ig 1 applied only at the location of the Party Authorized To Apply Mark. r Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. 1495 Zephyr Ave 1495 Zephyr Ave Address: Address: _ Hayward,CA 94544 Hayward,CA 94544 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Or _ Phone: (800)227-9523 Phone: (707)363-3025 FAX: (707)459-1833 FAX: (510)225-0975 Email: yschwarz@ironridge.com Email: jnorsworthtyy@iironLrridge.com pAuthorized Apply Mark: Same Manufacturer Report Office: r Re ort issuing Oe: Lake Forest, est,CA - Control Number: 4008377 Authorized by: �.�. for Thomas J.Patterson,Certification Manager -. E7L CLASSIFIED _ _. 14 us Intertek Built for Solar's toucjhest roufs. This document supersedes all previous Authorizations to Mark for the noted Report Number. TMs Agtko,iralion to Mark ia!w the eulusive vse of Intertek's talent and Is provbatl pursuan(ta ma Ce14i(aN.on agrae,ment 6eMresn Intercek antl Nz Ck--ani.inlede'x's resporuiD@icy ami liabi5ly ae IronRidge builds the strongest mounting system for pitched roofs in solar.Every component has been tested to mledwl ,arm:am o signs orae ayaemanc lrcercek a:sum not brtt lo,yp y, er man ro+ creel In arFortan ewm+ne ag•a mac rorany to:, pa ao m 3e a ro as the limit androven in extreme environments. Ly a ag!miaAq ar ,e Ma.op;yroa�lia Lisa m«�eatep rmil ,r�nrelr,n to ollh AaUn�®Iiw eM rk a,nena ni ilaanbren.�,aauma a a� lfiaaaanm is p as�a,iea,o na waaiwns laza aamure ag,aemgm apa.a miaa;wnmzaeen to Mark.Aar urcne•gu or malMeae4 name ror me saeo:ae maamam gf!ne,astad„�ada�,p•«s,a«se�oa,.,gs, beapp,gved n w, g by In!artek.OMM Fad Assessments a,MF...WServicesare!gr me purpose of assuri}approp.usage of lee Cee+`cation imrk in accordar<a with lM Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and yeem nl,Mey are nN for Nep poseso pmd liar.qua iyw trd and dg re eve Lhs Cl'sntgnh rab ga0cre ihu rep t. is also why our products are fully certified,code compliant and backed by a 20-year warranty. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Strength Tested0101 PE Certified 0 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate 1, All components evaluated for superior Pre-stamped engineering letters Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 structural performance. available in most states. Product: XR Rails with Integrated Grounding. Brand Name: IronRidge Roof Mount Models: IR XR followed by 4 Alphanumeric Characters Class A Fire Rating Design Assistant Certified to maintain the bre resistanoeOnline software makes it simple to rating of the existing roof. create,share,and price projects, Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate ' Twice the protection offered by module grounding components. a competitors. ATM for Report 101541132LAX-002 Page 1 of 2 ATM Issued:28-Jan-2016 M 183'1 5 0-Ja*-11}MxL" IRQNRI©GE Integrated Grounding System Installation Overview Install Roof Attachments t t Install appropriate roof flashing and/or standoff for roof type. pc Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching P v lugs,bolts or clips to the module frame.then connecting v = Prepare Rail Connections these to a copper conductor that runs throughout the } array.This process adds time and cost to the installation, b Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding,creating self-drilling screw. "I significant long-term safety risks. Slide second rail over splice,then secure with opposite end of II Grounding Strap and self-drilling screw. The IronRidge Integrated Grounding System solves these —= challenges by bonding modules directly to the mounting rails.This approach eliminates separate module =3 Mount&Ground Rails grounding hardware,and it creates many parallel ' HO grounding paths throughout the array,providing - Attach rails to L-Feet and level rails. greater safety for system owners. Grounding Mid Clamp Install one Grounding Lug per row of modules. $a Each Grounding Mid Clamp pierces through the anodized coatings of bah 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. r Testing&Certification Module Frame Compatibility The IronRidge Integrated Grounding System has been tested and certified to y Dimension Range_ UL 2703 by intertek Group plc. A 31 Amin 51.Omm S5 03mm{minimum) I UL 2703 is a proposed UL standard L L ,.YA for evaluating solar module mounting Any motlule frames whose parameters are not listed in the and clamping devices.It ensures these pronded table h—not been tested for compatibility. 3 devices will maintain strong electrical and mechanical connections over an extended E 1' period of time in extreme outdoor The Grounding Clamp has proven robust In grounding 60-cell and environments. 72-cell solar module frames with box construction and a range of anodization thicknesses. p, The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strapt of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding straps are nsed to ! standard,includingtemperature and i; bond ral-to-rail connections. Grounding Lag p UonPidge Integrated Grounding System. They are only required on me humidity cycling,electrical and mechanical A single Grounding Lug - rail with the grounding lug. load testing,and manufacturing quality _, ,_f,..::,t-°f, or fti =� - connects an entire row '� of PV modules to the reviews. i - y.v,�a_ grounding conductor. IronRidge March2016 sm_ Starling Madison Lofquist, Inc. Mr.David F.Taggart Page 8 of 20 c u i r x s r t,1 te r",..I .,„d r„r�R 0, r„g i,�n" IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis 5224 South 34"Street,Phoenix,Arizona 85040 tel:(602)438-2500 fax:(602)438-2505 ROC#291316 w .smleng.com Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 45'-Wind Zone 1(67.5"Max Module Length) IronRidge March 14,2016 XRail Wind S ed P Ground Snow Load I495 Zephyr Ave Page 1 of 20 10 20 30 40 50 60 70 80 90 Hayward,CA 94544 Exposure mph 0 psi sf pal PSI sf sf Pat psi psi psi 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 Attn:Mr.David F.Taggart,Vice President Products 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Subject: IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Category 130 96 91 1 80 72 66 61 56 52 49 46 140 91 88 i 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 i 56 52 49 46 Dear Sir: 160 83 82 74 67 62 58 1 55 52 49 46 170 79 79 72 66 61 57 54 51 49 46 We have analyzed the IronRidge XR100 Rail for the subject solar module support system and 100 101 94 82 74 67 61 56 52 49 46 determined that, for the configurations and criteria described below, it is in compliance with the 105 98 93 81 73 67 61 56 52 49 46 applicable sections of the following Reference Documents: 110 95 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures CateCgory 130 85 84 75 68 63 59 56 52 49 46 International Building Code 2012 Edition 140 81 80 72 66 62 58 55 ( 52 49 46 Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV 150 76 76 70 65 60 57 53 51 49 46 Modules,dated Effective November 1,2012 by ICC-ES 160 73 1 73 1 68 63 1 59 55 52 50 48 46 Aluminum Design Manual,2010 Edition 170 69 69 66 ? 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and a 105 93 89 79 71 65 61 56 52 49 1 46 net area of 0.583 sq.in. The rails are used to support solar modules,typically, on the roof of a 110 90 87 77 70 65 60 56 52 49 46 building. See Exhibit 0011—attached. The modules are clamped to the rails by the IronRidge 120 85 83 I 75 68 63 59 55 52 49 46 Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to the L-Foot Cat ory 130 80 80 72 66 61 58 54 52 49 46 aluminum angle brackets that are either attached directly to the roof training or attached to a stand 140 75 75 70 64 60 56 ; 53 51 48 46 that is screwed to the roof framing. The rails are mounted across the slope with a small clearance 150 71 71 t 67 62 58 55 52 50 48 46 (flush mounting)to the underlying roof stricture. The installed solar modules are at the same slope 160 68 68 65 60 57 54 51 49 47 45 as the underlying roof structure. 170 1 64 1 64 62 1 58 1 55 1 52 50 48 1 46 44 All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of votes—see page 20 the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. 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 the tables below. Tables 1A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- IronRidge March 14,2016 IronRidge March 14,2016 Mr.David F.Taggart Page 9 of 20 Mr.David F.Taggart Page 10 of 20 IronRidge XRI00 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XRI00 Rail,Roof Flush Mounting System-Structural Analysis Table SA-MAXIMUM SPANS(in)-Roof Slope 28°to 45'-Wind Zone 2(67.5"Max Module Length) Table 9A-MAXIMUM SPANS(in)-Roof Slope 28°to 45'-Wind Zone 3(67.5"Max Module Length) XRail Wind Ground Snow Load XR100 Wind Rail Speed Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 ; 70 80 90 10 20 30 40 54 60 70 80 90 sf sf sf sf sf sf sf sf sf Exposure mph 0 psf sf sf sf sf 0 0 sf 0 0 sf 100 107 98 84 i 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 I 46 105 107 98 84 75 67 61 Sfi 52 49 46105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 [ 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 - 52 49 46 Category B B 130 94 91 80 72 66 61 56 52 49 46 140 88 88 78 70 65 60 56 52 e 49 46 140 88 88 78 70 65 60 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 i 46 160 78 78 74 67 62 58 55 52 49 46 160 78 78 1 74 67 62 58 55 52 49 46 170 74 74 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 94 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 Category 120 87 87 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 C 130 81 81 75 t 68 63 59 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 140 76 76 72 66 62 58 55 ! 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 S1 49 46 150 71 71 70 fi5 60V55 7 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 160 67 67 67 63 59 52 50 48 46 170 64 64 64 61 57 54 51 49 47 45 170 64 64 64 61 574 s 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 11087 87 77 ' 70 65 60 56 52 49 46 Category 120 81 81 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 U 130 75 75 72 66 61 58 _ 54 52 49 46 "log ory 130 75 75 72 66 1 58 54 52 49 46 140 70 70 70 64 60 56 ! 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 66 66 66 ; 62 58 55 5EP8 0 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 59 47 45 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 5 46 44 170 59 59 59 58 55 52 50 48 46 44 Notes-see page 20 Notes-see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers ' -9 -10- 8431 Murphy35 IronRidg e March 14,2016 Middleton,W 1553562 USA Mr.David F.Taggart MM Telephone:608.836.4400 Page 20 of 20 Facsimile: 608.831.9279 IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis wvrw.irtenek.com Test Verification of ConformityNotes—Tabulated values are based on the following criteria: 1. Building mean roofheigbt=30 ft 2. Risk Category I In tate basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 3. Solar maximum module long dimension is 67.5 inches for Tables IA-9A and 78.5 inches for the referenced specifications at the time the tests were carried out. Tables I B-913. 4. Provide 2 in.clear between roof and rail . End cantilever span(max)=0.40 x maximum span(L.—)from above tables. See Figure A Applicant Name&address: tronRidge,Inc.. 6. No rail splices in outer 2/3 of end spans,or the middle 1/3 of interior spans based on the 1495 zephyr Ave. Hayward,CA 94544 g(installed attachment sP acin L,,,,a). See Figure A USA 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Product Description: Flush Mount system with XR Rails. 8. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 where wind speeds are marked with an*in Tables 3B and 6B. Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush(Mount(Symmetrical).Class A Fire Rated for Low Slope applications when using Type 1,2 End Span Interior Span End Span and 3„listed photovoltaic modules.Class A Fire Rated for Steep Slope applications with Type, 2 and 3,listed photovoltaic modules.Tested with a So gap(distance between the bottom the module frame and the roof covering),per the standard this system can be installed at any gap 0.4 Lam„ L„,�,TYP allowed bythe manufacturers Installation instructions. No perimeter guarding is required.This 1/3 L„,,,,TYP rating is applicable with any IronRidge or Xrd party roof anchor. Figure A Models: IronRidge Flush Mount with XR Rails L_=Maximum attachment spacing provided in the tables above for the project design criteria Brand Name: IronRidge Flush Mount I,,,,,,,=Actual installed attachment spacing Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, ®=Indicates region of the rail where splice may be installed Clamping/Retention Devices,and Ground Lugs for Use with Flat Plate Photovoltaic Modules and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18,I Our analysis assumes that the rails,including the connections and associated hardware,are installed 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek7esting Services NA,Inc. in a workmanlike manner in accordance with the"IronRidge Flush Mount Installation Manual'by 8431 Murphy Drive' IronRidge and generally accepted standards of construction practice. Additional 371formation is Middleton,Wt 53552 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support Date of Tests: 08/27/2014 to 03/17/2015 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Test Report Number(s); 101769343MID-0o1r1,101769343MID-001a,101915978MID-001&101999492M]D-001ar1-cri. not IronRidge or Starling Madison Lofquist. This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically imply product certification. The adequacy of the supporting roof framing is to be determined by others, o Completed by: Chris Zimbrich Reviewed by: Chad Naggs,. SS9p 3't7•t� Title: Technician II,Fire Resistance Title: :Technician 1,Fire Resistance Please feel free to contact me at your convenience if you have any questions. TRES J. yGn WARNER a ' G7Vit Signature: - bl tiSignature: NO.49432 Date: 05/25/2016 Date: 05/25/2016 Respectfully yours, APo 9Fo+sTaP�G���we S10NAt 1= .C/so115( Tres Warner,P.E. This Ver+ficaiion is far the exctnsive ase of tnfenek`s clren[and is provided pvrsooe[ro:tre agree,enr Oehveen tn[erteh and its C:ient Inrertek s res Design Division Manager pw:srbi?;tf d loss, limited to the terms ondcand:bons a(the agreement.tmertek assumes+ra liability to anyparty,other then to the Q+eat m accordance with the agreemen{for y l expense or damage occasioned by the ase of this Ver/imtien Only the Galat is curhor zed ro portbit ca yrnq distn@urian of the Venfxotran Any ese a1 the mrerte- e ar o e af'rs arksfor thesateoradvertisementoJrl resiedmnrenol•p•odactor service alItbrst be approved ivoting byatantek.The observatronsanf restfrnspeceon results i .Starling Madison Lolquist,inc. Consulting Structural and Forensic Engineers eferenced,,r±tins Veniketion ore relevant only to the sdon,11 te.,ted(,-1aae d,This Vertt"It b 2 f does not irnpfy that the materia,ptada,r or service u or has over been under an In terrek certfication program. -20- GFT-OP-11s(24-MAR-2014) E-Mount Lag ( QMSE - LAG E-Mount Lag Installation Instructions - - G - - -- installation Toots Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatiblewith roofing materials, THIS EDGE TOWARDS ROOF RIDGE ITEM DESCRIPTIO drill with 7/32"Ion st e bit,drill or impact un with 1/2"socket. Na. orv.leox' 9- YI P 9 1 FLASHING.9"X 12'X.040',5052,MILL 1 • • • • • 2 OBLOCK,CLASSIC,A360.1 CAST AL MILL 1low 3 PLUG,SEALING,5/16'X 718,EPDM/18a S5 I w� i 9��� ' I i 4 LAG SCREW,HEX HEAD,5116"x5-1/2',18$SS I 5 WASHER,FENDER,5/16"I0X 1-114-OD,16-8 SS 1 I v RACKING COMPONENTS NOT INCLUDEDi7/ ry 125M 4 Locate,choose,and mark centers of rafters to be Carefully lift composition root shingle with roofing Insert flashing between 1st and and course.Slide _L mounted.Select the courses of shingles where bar,just above placement of mount Remove nails up so top edge of flashing is at least 314"higher mounts will be E.Su placed. as required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower next� page flashingd i above the driped of Ist course.Mark center for drilling. 9e 2.25 -- 2 i 2 I 1 1.299 - _F Quick Mount PV TITLE' E- MPV QMSE-LAG: Q AVAILABLE IN MILL,AND MOUNT BRONZE ANODIZED FINISHES WITH LAG BOLT s , rtCseO SZE DRAWN BY DF6t RE" '.?c wc-a a r>_ A A evie. &29'201 s Lag pull-out(Withdrawal)capacities(Ibs)in typical brobe. NONE= nwiae'r rarme aa,..,ux.a«K..,«...worEwrra '^'.u.+.rw�Krs n...�aa� 5<.rpen,me E.v,n.E pEca, s�.tE.i "-3. 4 - a n u'E GYl d.56 3HEE"Of1 + - Y Lag Bolt Specifications <- Using drill with 7/32'bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide the flashing into position.insert the rubber and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBlock cavity. j s"a crawly sl IF man per 3-ar—depth srts•ehea cer l'mread deFvh ,,,not use mount as a drill guide.Drill should be ' g style bit:aka'aircraft extension bit'to drill a oouu.tw:F,,,Ea„n se ]se 2ss 1':a”deep hole into rafter. F.r,SouM .off ]pS 2'a5 Engemann Spruce,todgepoe P'ne ttASn 165018 hgherj 46 t ]OS las I yy Hen;Iv lib h 3 35 212 A d Hem qff ]OS { ouli'xm?se - 921 a35 0] SPmw.P', F, .42 61S 2R5 r. sp—.P, F E 2-n P3..hlg ,g tlps of MSR sed R Sd ]ya 2� u Sources.Amencan F4rood Counc I,NDS 2005,Table 11 2 A,11.3 2 A wt— t}Thread must be embedded m a rafter or other structural roof member. - 215eeNDSTaWetlStC for requrzed edge dntances (wick Mount ; Slide the washer and the L foot(not included)onto Using a 112 inch socket on an impact gun drive RESPECT T I i E ROOF the lag screw. the lag screw until the QBlock stops rotating easily. IN 7.23-31 DO NOT aver-torque. Sep-2014,Rev t gl 7,23_31 Sep-2014,Rev i Classic Conduit Composition Mount I QMCC Classic Conduit Mounting instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with ITEM NO. DESCRIPTION 118"bit,drill or impact gun with 7/16"deep socket. THIS EDGE TOWARDS ROOF RIDGE CITY. I BASHING 9 X I7'X 040",5052 MILL I 2 QBLOCK.CONDUIT,5176".6061-T6,MILL 1 • • • • • ♦. i 3 WASHER,SEALING.114'10 X 7/8"00,EPDM 80NDED5S 4 iAG SCREW,HEX HEAD.1/4 x2-112".18-ass I � AVAILABLE IN MILL,CLEAR ANODIZED AND BRONZE ANODIZED FINISHES. - 12.0 CONDUIT CLAMP 1.3t�j NOTINCLUDE Ey 2.5 2'8 Choose placement of conduit mounts along path Lift composition roof the with roofing bar,just Slide c d It mount into des edpositioa.Remove 3 of conduit.Select location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount flush ® with front edge of shingle course.Mark cernter for 4 5 drilling, 2 " 9.0 a .79 (4uiekMountPY iiii TIRE QMCC CLASSIC CONDUIT COMPOSITION MOUNT y =SIZE n—Nisy: R� REV 4 A —E: 9/2V�Y113 .. - - -. uv«avosrrv¢.ao-vr� .�rzc�tEortnnc ✓,C[CKvnu �e R untE: wfIGiI 0.63 SNr£tla� $ a a 2 - Using drill with t/8"long bit,drill pilot hole into Clean off any sawdust,and SII hole with roof Li 1 roof and rafter,taking care to drill square to the manufacturer's a ft shingle and slide conduit mount into place. roof. approved sealant. Prepare lag bolt with sealing washer and singlehole clamp(not included)as shown.Insert lag through Lag Bolt Specifications hole in block,and position clamp over conduit 9pecYn Cravily 1M'stair pe+i 5t4't:aad cep5i I-shah per t•p¢ead de!Nt, Drxzlas Fir,Lxch 50 953 Dag!as Flr.Sarlh 225 46 53 202 EIn3a�marn Space,Lodgepn-e P!re iMER i6S1 f 8 higtcee) .46 2 2 313 '.T9 • i Rem.F tRm611 46 353 202 •f Sa'vJr nPne a55 - SPvc Pine.F:r 42 302 2W •f •- }3 Spue,fipa,Fv(E ol2 m.eo laud h�hergraEes of 6iSR and MELM .50 Sources:Amerrcan Wood Cauncit NP52WS,Table 11.2 A,113.2 A •i Notes: t)Tluead must be embedded in a rafter mother sWctural root member, 2)See 18C III required edge distances. Insert tag through hole in block,and position IMPORTANT:To maintainwaterp-6.9 it is imoortant thatthealuminum(lashing(ircnt}is pmpe+Iy placed under one fultcourse above Ulemounung bloc*with at feast some of the damp over conduit.Using drill with 7/16'socket, flashing exter�ng w nda,thi, arse aNve,n,,- en ceo jean na.0 drive lag until block is tight. Quick Mount Quick Mount 81723 8 RESPECT THE ROOF 425-478-8264•www.quickmountpv.com •info@quickmountpv.Com Aug-2014,Rev BI 7.2.3-8 2700 Mitchell Dr.,Bldg 2•Walnut Creek,CA 44548 Aug-2074,Rev 02013 by quick Mount PV.All rights reserved.