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Building Permit #431-2017 - 10 OLD FARM ROAD 10/24/2016
Jai f N,V.D 9 �l/j��/ O <�``� '6.60 r BUILDING PERMIT 3� '• OL TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION - Permit NO: Date Received • ��D� * a;a:. �`b ACN ���y Date Issued: !'U " ai �9SSUS IMPORTANT:Applicant must complete all items on this page LOCATION 10 Old Farm Rd Print PROPERTY OWNER Donald Harrison Print MAP NO: PARCEL: 2,ZONING DISTRICT: Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family �t 11 Addition Li Two or more family ❑ Industrial p� X Alteration No. of units: ❑ Commercial AJJ ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain Wetlands ❑ Watershed District ❑Water/Sewer Installation of 22 solar rooftop panels and all materials to mount and wire. No change of use or footprint. Identification Please Type or Print Clearly) OWNER: Name: Donald Harrison Phone: 781-760-0984 Address: 10 Old Farm Rd CONTRACTOR Name: Phone: 603-679-1777 x313 ReVision Energy Address: 7A Commercial Dr. Brentwood, NH 03833 Supervisor's Construction License: Exp. Date: 101386 7/5118 Home Improvement License: Exp. Date: 174634 3/5/1'7 .. ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. � Total Project Cost: $ 15,426 FEE: $ / 9� Check No.: 3a,-!I 9:3 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner - Signature of contractor f Plans Submitted ElPlans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPFtF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swinuning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS s HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no. Locate6at 124 Main,.Street Fire Department-signature/date COMMENTS. limension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop.requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA — (For department use) ❑ Notified for pickup Call Email ate Time Contact Name Doe.Building Pen-nit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. r � Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Per►nit Revised 2014 Location /D a l b r{r, w No. aO7 Date /0 • TOWN OF NORTH ANDOVER • � Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee $ TOTAL $ ,� Check# t C t Building Inspector wog C6jauauolS!nal@Sll!wl 1 LLLI'6L9'£09 a'!4 `*\ OZ89'986'£09 Ila' ££8£0 aa!ysdweH mGN'POOmIualg anu41e!oiawwoD L �C6.1au3 uoisinab 1SIIV133dS 9JNIllIVlHd SOLAR ENERGY EXPERIENCE YOU CAN TRUST. tAORT1i Town of sAndover O No. ,� h ver, Mass, 0 • V • A_ COC"ICMt WA. ICK � 7�Aoj� okr!, 'rC7 S V BOARD OF HEALTH T LD Food/Kitchen PERMITSeptic System THIS CERTIFIES THAT .........�1.�i�r.V�.r�. Q. .......Irl V..A f4.. ...............:..................................... BUILDING INSPECTOR .....to �, C R .... Foundation has permission to erect .......................... buildings on ... .... .... .... ........................ ,: to be occupied as ......... ......P �� ... ............ .�.I .. Rough ! : . . .. . ................................. 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 CONSTRUCTIO STARTS Rough ..................... Service .......... .. .... .� .... BUILDING INSPECTOR Final 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 ID:2107E66A-1CA7-4C5E-9D98-D37F2F5AOA46 sunGEVITY' 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) I 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. DocuSigned by: Customer Signature: oW hmsov, Date: _ 10/10/2016 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 www.Sungevity.con-1 !t structural October 17,2016 ENGINEERS 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 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 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 Load=50 psf • 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. �pH OF A44,9 If you have any questions on the above,do not hesitate to call. PAULK. Oy GN Prepared By: ZACHER Prer„ -� p oO STRUCTURAL PZSE,Inc.-Structural Engineers No.50100 Roseville,CA 6sozox0 ��SSlONA1.ENG\ 8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experior4e in?egrty Ernpovwerrrent i structural October 17,2016 ENGINEERS Sungevity 66 Franklin Street Oakland, CA 94607 Attn.:To Whom It May Concern re:Job 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. 0FA4,q'9 PAULK. ctiG ZACHER m Prepared By: o STRUCTURAL Cn PZSE, Inc.-Structural Engineers No.50100 aozos�p �� Roseville,CA NAL 8150 8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I integrity I Ernpowerrrent Project: Donald Harrison --Job#: 2016-14418 f Date: 10/17/2016 Engineer: GS Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 50 psf CQ=Exposure Factor= 0.9 (ASCE7-Table 7-2) Cf=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 C,Cf I pg 35 psf (ASCE7-Eq 7-1) where pg!g 20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A Per ASCE 7-05,minimum values of Pf shall apply to hip and gable roofs with slopes less than the larger of 2.38-and(70/W)+0.5. Therefore,pf=Flat Roof Snow Load= 35 psf ps=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.800 ARRAY 1 Ps=Sloped Roof Snow Load= 27.8 psf ARRAY 1 PV Dead Load=3 psf(Per Sungevity) Roof Live Load= 14.62 psf ARRAY 1 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY i Composition Shingle 4.00 Roof Plywood 1.50 2x8 Rafters @ 16"o.c. 1.49 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 2 Project: Donald Harrison --Job#: 2016-14418 !` Date: 10/17/2016 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) qh=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 6-4) V(Design Wind Speed)= 100 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 0.90 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 ft 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Footing Uplift= -2011b -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 • " `'"T 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 Load 27.8 psf 2x8 Rafters @ 16"o.c. - Q Member Span=13'-1" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 39.7 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)= f'b 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 = 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 OK Check Shear Member Area= 10.9 in A2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 3461b Allowed>Actual--23.6%Stressed -- Therefore,OK 4of5 Project: Donald Harrison -- Job M 2016-14418 Date: 10/17/2016 Engineer: GS Lateral 780 CMR Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 2100 sf 8.9 psf 18690 Ib Ceiling 2100 sf 6.0 psf 12600 Ib Vinyl Siding 1600 sf 2.0 psf 3200 Ib (16'Wall Height) Int.Walls 800 sf 6.0 psf 4800 Ib Existing Weight of Effected Building 39290 Ib Proposed Weight 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 Ib Approximate Weight of PV System(Actual) 1173 Ib Percent Increase 3.0% 3929 Ib>1173 Ib,Therefore OK 5of5 The Commonwealth of 111 issachusetts -- Department of Industrial Aecidents -- V Office of Investigations ' r 600 Washington Street Boston,MA 02111 .� tvnriv.massgov1dia Workers' Compensation Insurance MTidavit: Build ers/Contractors/ElectricianslPlumbers Applicant Information Please Print Let=ibly R�ill�(F3usas`rlaiz tic l"r�divi eel): Revision Energy/Daniel Clapp Address; 7A Commercial Dr CitylStatElZip: Brentwood,NH 03833 Phone r: 603-679-1777 x313 Are you an employer':Check the appropriate box: Type of project(require-d): l.�1 am a employer with 100 4. ❑ 1 am a general contractor and 1 6. ❑Tiew construction employees(full and,`or pan-time).' have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet t 7 ❑ltemodcling ship and have no employees Tbcsc sub-contractors have 3. ❑ Demolition Working for me in any capacity. workers' comp,insurance. 9. ❑ Building addition [bio workers' comp.insurance 5. ❑ We are a corporation and its reauired.] officers have cxcrcised their 10-ElElectrical repairs or additions 3.❑ 1 am a homcowncr doing all work right of exemption per 1iGL 11-El Plumbing repairs err additions myself.[iso Workers, comp. C. 152,§1(4).and we bave no 12.❑ hoof repairs insurance required.]t employees. [ilio-workers' 13.E]Other Solar comp.insurance required.] Any applicant thou checks boy;#1 muga nlsa$it out the rection below showing ihcir uvrkcrx'cony==ticn v,>hcy inform itm. t 14 m eo'A e—'s wim SON=this aflsda:nt irdicwIng they ere doing u:t u;nk and thin hitt rut6dc wotnseta.,s mu:1 autattit a ne--v Kffi&'6t indreat'iiig s-uct.L tCrmuiwra that check this b,,x rmir an_%chcd a;,eddit=,m:4 Khcc t'mining the name of the crib-4xr,mctcos and their%%x rktm'temp polity infbrtn:xtion. f am an t,mplo}ger that is prot-rding workers'compeit--varion insrerarrce for my employecc Below is the policy and job site information. Maine Employers Mutual Insurance Company Insurance Comp: '� roc:_ 101800408 Folate r or Self-ins.l.ic. =: _ Expiration Date: 4/1/2017 Job Site AddTm- : 10 Old Farm Rd City/Seip: North Andover, MA 01845 Attaeb a copy of the workers'compensation policy declaration page(showing The policy number and etpiration elate). Failure to secure caverage as rcquired trader Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 acrd/or one-year imprisoament,as well as civil per,2ltits in the form of a STOP WORK 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 Inv, tigatious of the DIA for insurance coverage verification. 1 da hrrebj'certify under the pains and penalties ofperjury that the information provided above is true and correct Sienature: , _T Date: 10/19/2016 , Phone 4- 603-679-1777 x313 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.Boars!ofhealth 2. wilding Department 3.City_,To,Nm Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 0- REVIENE-01 VROEUN CERTIFICATE OF LIABILITY INSURANCE DAT3(9Y016lYYYY) 1 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). PRODUCER CONTACT NAME: United Insurance-FalmouthPHONE (207)781-3519 FAX No: (207)781-3907 202 U.S.Route One A/c No Ext Falmouth,ME 04105 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Ins Co 23043 INSURED INSURER B:Maine Employers Mutual Insurance Co 11149 ReVision Energy,LLC INSURERC: 91 West Main St INSURER D: Liberty,ME 04949 INSURER E: INSURER F: 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 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 TYPE OF INSURANCE DL R POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TO RENTED CLAIMS-MADE r_x1 OCCUR CBP8847832 04/01/2016 04/01/2017 PREtMISEs Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY a PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANY AUTO BA8843133 04/01/2016 04/01/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS XX NON-OWNED Pera cidentDAMAGE $ HIREDAUTOS AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE CU8841675 04/01/2016 04/01/2017 AGGREGATE $ 1,000,00 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION XPER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 5101800408 04/01/2016 04/01/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED' ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFIC63f HOLDER CANCELLATION ty f North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE L40e0_(315ttCFOd`-S4- THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover, MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Massacnusetts Department at HU011c satety �• Board of Building Regulations and Standards License: CS-101386 Construction Supervisor DANIEL J CLAPP 33 MUTE ROAD MADBURY NH 03823 Expiration: Commissioner 07/05/2018 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES UTILITY INFORMATION: METER NUMBER: 18777558 \ PV2.0 ARRAY LAYOUT PV3.0 LINE DIAGRAM SYSTEM SIZE: PV4.0 LABELS CO A AC/DC kW STC: 5.142kW\5.72kW �� A KEY: �� ---- PROPERTY LINE EQUIPMENT: —— — CONDUIT RUN E] INVERTER PV MODULES: (22)Trina Solar TSM-260 PD05.05 DRIVEWAY E3 SUBPANEL FENCE E] DC DISCONNECT INVERTER(S): (1)SolarEdge SE5000A-US FIRE CLEARANCEto t� � AC DISCONNECT srRucruRAL UPGRADES S]S JUNCTION BOX SCOPE OF WORK: SOLAR MODULE [E] MONITORING UNIT 0 MAIN SERVICE PANEL Q COMBINER BOX INSTALLATION OF A SAFE AND CODE-COMPLIANT Q UTILITY METER ❑ ROOF GRID-TIED SOLAR PV SYSTEM ON AN EXISTING 0 PV METER OBSTRUCTION RESIDENTIAL ROOF TOP. ROOF MOUNTED APPLICABLE CODES: CONDUIT 2014 NEC 2009 INTERNATIONAL CODES WITH MA AMENDMENTS i B i� CONTRACTOR INFORMATION: B REVISION ENERGY WOBURN 7A COMMERCIAL DR. V BRENTWOOD, NH 03833 Q" ? JURISDICTIONAL INFORMATION: �Q" Q NORTH ANDOVER,TOWN OF 1600 OSGOOD ST. NORTH ANDOVER, MA 01845 NOTES TO INSTALLER: (E) MAIN SERVICE PANEL& (N)FUSIBLE AC NS DDEI BASEMENT FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: C CUSTOMER INFORMATION: DONALD HARRISON 10 OLD FARM RD O<° NORTH ANDOVER, MA 01845 F9Rtil (781)760-0984/#502227 SITE PLAN �O - N SCALE : N.T.S. DESIGNED BY: REV#: DATE PV-0.0 KARAN.SH 0 110/15/1d6 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND.CA 94607 By:KARAN.SHAH Date:—Location:Harrison-502227 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 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 INSTALLATION SHALL STANDARDIZED. BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. 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 OUTPUT TO 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 311 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. N5. 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 N10.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. WASHERS,AND THREAD FORMING BOLTS. B 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. I S2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS. S3. DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. C C CUSTOMER INFORMATION: DONALD HARRISON 10 OLD FARM RD NORTH ANDOVER, MA 01845 (781)760-0984/#502227 i DESIGNED BY: REV#: DATE: PV- 1.0 KARAN.SH 0 10/15/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:KARAN.SHAH Date:—Location:Harrison-502227 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT ` i 1 2 3 4 5 SYMBOL KEY: MODULE SPECIFICATIONS (22)Trina Solar TSM-260 PD05.05 ------- RAIL MODULE WEIGHT: 41 — — — — RAFTERS MODULE LENGTH: 64.95 ROOF { ( _F { { { { { { { { { - �- { { MODULE WIDTH: 39.05 ROOF 1 SPECS FIRE CLEARANCE { { { { { { ( ( { ( { ( I { { { { ( { { { { RAFTER SIZE: 2X8 NOMINAL - ® STRING CONFIG. { { { { ( { { { { ( { I { I { ( { { { { ( RAFTER SPAN: 13'-1" __ _ __ _ RAFTER SPACING: 16" o c p o STRUCTURAL { { r { { ( { { { { { I ( { { { { ( ROOF MATERIAL: COMPOSITE SHINGLE UPGRADES { { { { ARRAY 1SPECS Q SOLAR MODULE { { { { { { { { ( { { { { {_ { { NUMBER OF MODULES: 22 A __ __ _ __ _ _ _ TOTAL MOD.WEIGHT(Ibs): 902 A ® MOUNT { { I { { { { ( { { ( { ( { { RACKING WEIGHT(Ibs): 149.9 co ® SKYLIGHT Cp { { { { { { { { { ( { { { { { { { ( { ( ARRAY WEIGHT(Ibs): 1051.9 { { I -_ I -� _ I -- ARRAY AREA(sqft): 387.5 ® CHIMNEY ARRAY DEAD LOAD(lbs/sgft): 2.7 PLUMBING OR { { { { ( { { { { { { { ( { { { { { ( { { { NUMBER OF MOUNTS: 46 ATTIC VENT { { { { LOAD PER MOUNT(Ibs): 22.9 p ATTIC VENT { { -- I-- ' -� -- -� - _ �_ { { ARRAY AZIMUTH(") 207 ARRAY TILT(') 38 { { { ( { { ( ( { { ( { { { { { { ( { ( { { NUMBER OF FLOORS 2 i i i I I t I i i 1 C? , 2'-8" 29'-5" ARRAY LAYOUT B NOTE: B MODULES SHALL NOT BE GREATER THAN 8 INCHES ABOVE ROOF COVERING SOLAR MODULE IRONRIDGE XR100 L-FOOT ~Y QMSE-LAG SHINGLE COMPOSITE SHINGLE 5" X 5/16"-LAG 2.5" MIN. EMBEDMENT PER SCREW 2X8 NOMINAL, 16 O.C. C C MOUNTING DETAIL CUSTOMER INFORMATION: 2 SCALE : NTS 13'-1" DONALD HARRISON 10 OLD FARM RD 7 3 ROOF SECTION NORTH ANDOVER, MA 01845 (781)760-0984/#502227 DESIGNED BY: REV#: DATE: PV-2.0 KARAN.SH 0 110/15/16 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:KARAN.SHAH Date:Location:Harrison-502227 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS INVERTER 1 SPECIFICATIONS (22)Trina Solar TSM-260 PD05.05 SOLAREDGE SE5000A-US 11 BREAKER SHORT CIRCUIT CURRENT(Isc): 9 RATED WATTS(EACH): 5000 �— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.2 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: 0.98 w EARTH GROUND STC RATING: 260 INTEGRATED DC DISCONNECT !77 CHASSIS GROUND PTC RATING: 238.5 INVERTER 1 INPUT SPECIFICATIONS — — — GEC DESIGN CONDITIONS NOMINAL CURRENT PER STRING(Inom): 8.2,8.2 EGC HIGHEST 2%DB DESIGN TEMP(°C): 32 NOMINAL VOLTAGE(Vnom): 350 MIN.MEAN EXTREME ANNUAL DB(°C): -18 1 MAX SYSTEM VOLTAGE(Vmax): 500 A MAX CURRENT PER STRING(Imax): 15 A MAX INPUT CIRCUIT CURRENT(Imax): 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, SUPPLY (N)SE5000A-US 30AMP, AC DISCONNECT, POLARIS SBDLOCKOOR SIMILAR NNECTION WITH INVERTER W/INTEGRATED NON-FUSIBLE, 60AMP, FUSIBLE, 250VAC RATED UL LISTED AND DC DISCONNECTS CUTLER-HAMMER, CUTLER-HAMMER, APPROVED CONNECTOR _________ DG221URB DG221NR6 1 STRING OF —� PV 200A MAIN BREAKER D 11 MODULES D AC 30A FUSE p OPT.CURRENT=8.17A p DC .. OUTPUT LOAD LINE LOAD LINE -- ------- GEC 1 STRING OF + 11 MODULES 0 (E)LOADS p OPT. CURRENT=8.17A INVERTER (E)200A ITE MSP --- ------ I (E)LOADS 240V2P3-W1c)7 B I B I L--------- I i wl OI (IF APPLICABLE) MIN.NEMA31R.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=350VDC (REGULATED) HIGH AMBIENT TEMPERATURE: 32 °C 22 x 238.5(PTC WATTS)x 0.98=5142 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C ROOFTOP AMBIENT TEMP(Tcorr):54°C=0.76 SE5000A-US MAX OUTPUT CURRENT=21A DONALDHARRISON CONDUIT FILL(Cfill): 0.8 BREAKER SIZE=21A x 1.25=26.25A–» 30A 10 OLD FARRMMRD NORTH ANDOVER, MA 01845 CONTINUOUS USE= Imax" 1.25= 15A (781)760-0984/#502227 CONDITIONS OF USE= Imax/Tcorr/Cfill = 15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG KARAN.SH 1 0 10/15/16 PV-_3.0 SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:KARAN.SHAH Date:—Location:Harrison-502227 SV1 Sheet Size:11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31 (E)3&4; 2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S) OR NEAR PLACE ON ALL JUNCTION BOXES, EXPOSED 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(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT WARNING PHOTOVOLTAIC SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 16.3 A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11.3 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B PLACE THIS LABEL AT P.O.C. TO SERVICE B DISTRIBUTION EQUIPMENT(I.E. MAIN PANEL(AND 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 CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: DONALD HARRISON 10 OLD FARM RD NOTE: NORTH ANDOVER, MA 01845 NOTE: BACKGROUND AND LETTERING COLORS FOR OUTSIDE LABELING OF SYSTEM COMPONENTS AND (781)760-0984/#502227 SIGNAGE/LABELS SHALL COMPLY WITH (IN ORDER OF METERS IS TO BE DONE IN AWAY SUITABLE FOR THE PRIORITY)AHJ& FIRE DEPARTMENT AMENDMENTS, ENVIRONMENT IN WHICH THE EQUIPMENT IS STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. INSTALLED. NO STICKERS ARE PERMITTED. PV_4.0 KARAN.SH 0 10/15/16 ; SUNGEVITY INC.66 FRANKLIN ST SUITE 310 OAKLAND,CA 94607 By:KARAN.SHAH Date:Location:Harrison-502227 SV1 Sheet Size:11.11 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT I I Mono I Multi Solutions i THEAL'Mi MODULE i I {{ I THEPRODUCTS TSM-PD05POWER RANGE .08 ELECTRICAL DgTA(STC) I 55-265 W TSM-PD05.05 Peak Power Watts-p.,(Wp) 250 2 250-260W 255 260 Power Output Tolerance-PM�x(W) 265 � Maximum Power V 0-15 DIMENSIONS OF PV MODULE oltage-V,(v) 30.3 Maximum Pow r 30.5 30.6 MODULEuntt;mm/in Current-I e map(q) 8 27 30.8 Open Circuit Voltage-Voc(V) 8.37 8.50 91/39.05 8.61 r Short Circuit Current-Isc(A) 38.0 38.1 38.2 8.79 38.3 ,u.,nxx,eox Module Efficient 8'88 9.00 °wiz i $ Y 0^�1%) 15.3 9.10 suuwG NDiE -� _ 15.6 I r+.w,EPwE STC:Irradiance 1000 W m', 15'9 16.2 Typical efficient eduction Of l4.5%at 200 W Peircture m5°C'Air Mau o EN 6 _ yr ! ! / according to EN 60904-I. 60 CELL a (NOCT} ELECTRICAL DATA I MULTICRYSTALLINE MODULE �" o Maximum Power•Pmxx(Wp) ® � 186 Maximum Power V 189 193 oltage-vx,PP V 197 1 1 28.1 28.2 28.41 Maximum Power Current-IM°P(A) 6.63 6.71 28'6 250-265W 5W 35.3 Open Circuit Voltage-Vet(V) 6'81 6.89 eco3 Short Circuit 35.3 Current-Isc(A) 35.4 35.5 GR°LADING NOIE 710 717 POWER OUTPUT u.DauN No,E NOCT:Irradiance at 800W m', 7.27 7.35 RANGE / Ambient Temperature 20°C,Wind Speed l m/s. Our most versatile product $ • Compatible with all major BOO components and systen't 180/909 i MECHANICAL DATA 16.2% designs 991/39.05 Solar cells Multicrystalline 156 x • 1000V UL/1000V IEC 156 mm(b inches) C'eftif!e'',d Back View Cell orientation 60 cells 6x ) MAXIMUM EFFICIENCY D.,, <°°s°°I° ( to / Module dimensions 1650•992 x 35 mm(64.95 x 39.05 x 1.37 inches) Weight ,�:� 18.6 kg(41 Ib) Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass 0...+5w r;;; One of the industry's most trusted Backsheet Field proven mOdUleS White(PD05.08);Black(PDO5.05) Performance Frame I POSITIVE POWER TOLERANCE Black Anodized Aluminium Alloy J-Box IP 65 or IF 67 rated 1 Cables Photovoltaic Technology cable 4.Omm'(0.006 inches'), 735/1.38 I As a leadingHighly reliable due to strip A-A Connector UTX Amphenol global manufacturer, gent quality nor))control of next generation photovoltaic O ' CVeC 30 in-house tests(UV,TC,HF,and many more Fire Type ' Type 1 or2 pro acts,we believe close In-house testing does well beyond cooperation with Our partners PID resistant Y certificalion rer�uiremertts 1-V CURVES OF PV MODULE(260W) !S Critical to SUCC@Sh With local TEMPERATURE RATINGS 000 Presence around the glc.,be, rrinr.Is °oo raaow,„, able to provide exceptional service - -...... No Nominal Operating Cell MAXIMUM RATING to each customer in each market �� 80 T RATINGS ----- to __ and Su _ - Temperature 44 (_ ) Operational Temperature 40 f ptoduct our innovative. Certified t4 With5tand challen in s°° ,`°° reliabt� - e Temperature Coefficient p e NOCT °C +2°C Op T mpe C of SSSS,, products with the baakirsg g g environmental E 500 Of Trina as a sirortg,bankable conditions ,00 -" Temperature o Vol 1 �+ 5°C I mpe Coefficient of Voc -0.32%/-C • 24G0 Pa wind load Temperature Coefficient of Isc 4%/°C atagemSystem 2%/°C Max Series Fuse Rating 1000V DC(IEC) OOOV DC(UL) Partner g s are aammitted oo p ... , 0.05%/°C 15A a �uikimg strategic,mutually zoo z00w/ _.... ---------- - _--- ._ beneficial collaboration with 5400 Pa;nova load iris talier5, 00 ___ �_ developers,distributors aoo WARRANTY and other partners a,the ° 0 31, <o backbone of our shared Success in 30VwacM9 10 year Product Workmanship Warranty so driving Smart Energy Together. 25 year Linear Power Warranty arrancy PERFORMANCE WARRANTY CERTIFICATION (Please refer to product womanly for details) Trina Solar Limited 10 Year ProdWarrant I •rJwvv.rrnasolal:com uct Y•25 Year Linear PowerWarrant Y l E m l00% usrEo PACKAGING CONFIGURATION Addn m fanQf Vgfa@ fr P� e h Modules per box:30 pieces 1 '^ • m 90% �...v� a o - nt Tph4 MSPS' M Modules per 40'container:840 pieces 'w renasolar 0 ,�; a >�r ,i-'@ Safgr'S liryea r r W Smart Energy Tagether a Bo% 'man , � arrant Years 5 10 15 H������l�r 20 @ CAUTION;READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 7nna standard 25 0 201 Trina Solar Limited.All rights reserved.Specifcofions included in this tlotasheet ore subject to change without notice. [� i•rr,..grv,;.�-,da,a Smart Energy Together f -1 _ 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 2 TIAN HE RD, ELECTRONICS PARK NEW DISTRICT, for UL listed fire performance products only as the below table: CHANGZHOU, JIANGSU 213031 CHINA, Module model Specific construction Marking TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire This is to certifythat PHOTOVOLTAIC MODULES AND PANELS WITH TSM-xxxPD05.08 EVA: rate: .61mm thick; Performance: Substrate: 0.30 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. TSM-xxxPD05 Superstrate: 3.2-4.36mm thick; Module Fire TSM-xx 'P 5.05, EVA: 0.25-0. 61mm thick; Performance: Standard(s)for safety: UL 1703 - Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPD05.08 Substrate: 0.284 mm - 0.30 mm Type 2 thick; Modules and Panels and ULC 0RD/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.u1.com/database for additional information Thickness: 1.5mm TSM-xxxPD14, Superstrate: 3.2-4 .36mm thick; Module Fire TSM-xxxPD14 .08 EVA: 0.25-0. 65mm thick; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm Type 8 being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada. Frame: The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension and"US"identifiers: U1 Ds 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 TSM-XXXPD05.18 EVA: 0.250. 65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 4 0mm, Thickness: 1.8mm William R.Camey,Director,North American Certification Programs Wiliam R.Carney,Director,North American Certification Programs ■ UL LLC UL LLC V Any information and documentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL.For questions,please Any information and documentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL For questions,please contact a local UL Customer Service Representative at vrww.ul.com/contactus contact a local UL Customer Service Representative at-ul.comicontactus Page 1 of 4 Page 3 of 4 r SO I a rI g Single Phase Inverters for North America W. S O SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USa r / SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE7600A-US SE10000A US SE11400A US OUTPUT S o I a r E d g e Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA .. ............... .... .. 10000 @,240V .... ........... 5400 @ 208V 10800@ 208V For North America Max.AC Power Output 3300 .... ... 8350 12000 VA ........................................... 5450,�a 240V ........ AC Output Voltage Min.-Nom.-Max.ltl 183-208-229 Vac .�, . . ..( .. SE3OOOA-US/ SE38OOA-US / SE5OOOA-US/ SE6OOOA-US/ ................. ..... . m.-M. .... ... .. ......... ............. . AC Output Voltage Min:Nom.-Max.l'I � � SE76OOA-US/ SE1OOOOA-US/ SE114OOA-US ...... 240-264....211-240-264 Vac ..................... ................ ................................. ................ ................ .................. .................. ........... AC Frequency Min:Nom:Max.n) 59.3-60-60.5 Hz I Max.Continuous Output Current 12.5 16 21-@-240Y 2......5 32 47.5 A......................... ................ .......... .. ... ....... ................ ...42 @ 240V GFDI Threshold 1A ....... ........... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes L INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W ........................................... ................ ............... .................................. ................ .................. ................ ..............r-.Ie ......Ungrounded........ ............................................................es ........................................................... ........... Transformer-less,Ungrounded Yes i Veal Max.Input Voltage500 Vdc i h �. • � waCta �� Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc a• O� 16.5 @ 208V 33 @ 208V Max.Input Current"' 9.5 13 18 23 34.5 Adc t 15.5 240V 30.5 240V i Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes ............. Ground Fault Isolation Detection.... .................................................600ku Sensitivity... .................................. Maximum Inverter Efficienc 9 % . 98.2 98.3 98.3 98 98 98 17@ 208V 97 @208V CEC Weighted Efficiency 97.5 98 97.5 97. 97.5 5. 97.5 „„ .................. 98 240V 240V s Nighttime Power Consumption <2.5 <4 W E �,a ADDITIONAL FEATURES Supported Communication Interfaces ....... R5485,R5232,Ethernet,ZigBee(optional)................................._.. ... .. . ........_ . . .. Reenue Grade Data,AN 51 012.1 Optional") p; ........... .................................... . ........................................ .. ..............._............................................................... ........... Rapid Shutdown-NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety UL17.41,U.L16.99El,UL1998,CSA 22.2 Grid Connection StandardsIEEE1547 .................................... ............................................ .... ......... ... ...... p Emissions FCC art15 class B F INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ � ��. .. .. 3/4"minimum/1-..strings% 3/4"minimum/1-2 strings/16-6 AWG AWG.rang?............................. ..........1A-6 AWG............. Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.Sx12.5x72/775x315x184 H WxD1. 775 x 315 x 260 mm Weight with Safety Switch -51.2./.2.3.2. 54.7/24.7 88.4/40.1 Ib/kg ....... ..................................... ........... a � Natural - _�- convection Cooling Natural Convection and internal Fans(user replaceable) The best choice for SolarEdge enabled systems fan(user replaceable). .....................................i........... Integrated arc fault protection for NEC 2011 690.11 compliance - g p P Noise .,•, •.. <25. . . .. -. <50 dBA Rapid shutdown for NEC 2014 690.12 Min.-Max.OperatingTemperature p -13 to+140/-25t o+60(-40 to+60 version available1°)) 'F/'C - Superior efficienc98% Range,.,,.,..., Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket Ferotherregionalsettings please contact sularcdgesupport. la A higher current source may be used;the inverter will limit Its input current to the values stated. Built-in module-level monitoring I'�RNJehbd QY3de inveit®rP;N:SEwxxxA-I.lS660NNR2(for 7500w inve.!er:SE7600A-USOU2NNN2j. I°I-40 version P/N:SExxxxA-USOOONNU4(for 7600W inverter:SE7600A-US002NNU4). 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 C12.1 F Ism sunsaEc ,.,.,<. RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us Dale:0 SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the soiarEdge logo,OPTIMIZED V SOLAREDGE are trademarks or registered trademarks of � 0 Intertek AUTHORIZATION TO MARK Intertek 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 Listing7 models:SE3000,SE3300, SE3800, SE5000,SE6000,SE7000, SE7600 p Re ort. Models: (Option:followed by A to indicate Interface board, etc.) t 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 x4c'__ Control Number: 4004590 Authorized by: for Thomas J. Patterson, Certification Manager C US J I !, Intertek _ ! This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement,they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources, Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B, Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection- Issue No.2, 2013/01/14 CSA TIL M-07, Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue No. 1, 2013/03/11 ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued: 13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued: 13-Nov-2014 ED 16.3.15(1-Jan-13)Mandatory ED 16.3.15(1-Jan-13)Mandatory 1` E i 3933 US Route 11 Cortland,NY 13045 Telephone: (607)753-6711 Facsimile: (607)756-9891 www.intertek.com SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No. 101703554CRT-001 June 201h,2014 Project No. G101703554 I • 3-ph Inverters: Mr. Meir Adest Ph: +972.9.957.6620 o SE9KUS/SE10KUS/SE20KUS when the SolarEdge rapid shutdown cable labeled`rMCI-CB-xxxxx- SolarEdge Technologies Ltd email: meir.a@solaredge.com 6 Ha'Harash St. x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON, ISRAEL any number; inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr. Meir Adest, If there are any questions regarding the results contained in this report, or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek, please do not hesitate to contact the undersigned. standards: Please note,this Letter Report does not represent authorization for the use of any Intertek certification marks. National Electric Code, 2014, Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by: Howard Liu This investigation was authorized by signed Quote 500534459 dated 06/10/2014. Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd, 6 Ha'Harash St HOD HASHARON, ISRAEL and witness by Intertek F'de p `J personal on 06/17/2014. Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 201h, 2014 Date: June 20th, 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. I o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa, Pbbb, Pccc, Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300, bbb=350 ccc=500,ddd=600,eee=700. o Pxxx, Pyyy, Pzzz, Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm, nnn,000 is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10000A-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x' which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.The observations and test results in this report are relevant only the sample tested. This report by itself does not imply that the material,product or service is or has ever been under�an Intertek certification program. �1+ @z. 4 9EAB Intertek Page 2 of 2 11-S) FF Intertek Intertek Intertek hue ttek Intertek Intertek Intertek Testing Services NA,Inc. So 12.1.2(11/11/10)Informative i fntertek Testing Services NA,Inc. So 12.1.2(11/11/10)Informative ` I i • SolarEdge Power Optimizer solar=@e solar " • Module Add-On for North America P300 / P400 / P405 SolarEdge Power Optimizer 1`300 1`400 1`405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) Module Add-On For North America INPUT Rated Input DC Poweri'1................ 300 400 405. W...... ...9 ............... . Absolute Maximum Input Voltage P300 / P400 / P405 • 48 8D 125 Vdc (Voc at lowest tem erature _ MPPT Operating Range 8 48 8-80 12.5-105 Vdc ........... . ............................ .................................. .................................. ............. __ __ __ _ --_ _ _ �.. Maximum Short Circuit Current(Isc) .... .... .Adc Adc ..... .......................... ............................................... ................................................ . ... .. Maximum DC Input Current12.5 Ad ................... ......... .. ........._...................... • Maximum Efficiency 99 5 .... ... ....... % ... . ........... ... ............. Weighted Efficiency 19.8..8 0vervoltage Category II I. OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current............. .... ...15................ ......................... ......... ....Adc..... Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) rAp Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6 3 w ............. ...I.... .... ... ... ... �• w Safety IEC62109-1(class 11 safety),UL1741 .......... ........................ .. ......................... nGvty RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed S stem Volta e 1000 Vdc j JAS Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in I Dimensions(W x L x H) 128x152x27.5/ 128x152x35/ 128x152x48/ Pxxx-5 series mm/in Sx5.97x1.08 Sx5.97x1.37 5x5.97x1.89 Pxxx-2 series 950/2.1 gr/Ib Weight(including cables). .. ........................................:...........- ,................................. .................................. ... Pxxx-5 series 770/1.7 ..._...._.1. ....930/2.05...........1...........9.3.0./.2..015... ... gr/lb In ut Connector MC4 Compatible P................................................... .I—...... ...................................... Output Wire Type/Connector Double Insulated;Amphenol Output Wire Len&th.... ........... ............. 0.95/3.0.1.... ....1.... .. . 1? .3:9. .... .... .................. .. m/ft.... Operating Temperature Range -40-+85/ 40-+185 'C/'F ........ ... .... ............. ........ ... .................. ... ......... .............. ............. Protection Rating Pxxx 2 renes IP65/NEMA4 gr/Ib ........................ .Pxxx-5 renes .............................IP68/NEMA6.P r/Ib .Relative Humidity................................. ° 100 %...... ............................ ............................................ . t'I Rated STC power of the module.Module of up to+5%powertolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER(2) Minimum String Length g 10 18 (Power Optimizers).. . ............... .................................. .................................. ............. PV power optimization at the module-level Maximum String Length 25 25 50 Up to 25%more energy (Power 0 timizers Maximum Power per String.. .................. ....._.......5250......... 600n.............. .........._.12750............. ............. Superior efficiency(99.5%) Parallel Strings of Different Lengths Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or Orientations Flexible system design for maximum space utilization Qlit is not allowed to mix P405 with 1`300 P�5Q/P400/P600/P700 in one sten — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety CE ON USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA Www.solaredge.us o SolarEdge Technologies,Inc.All rights reserved. , • OPTIMIZED& Date: ,Y SOLAREDGE are trademarks or registered chnologies,Inc.All oLher trademarks mentioned herein are SolarEdge r 4 AAG� IRONRIDGE Flush Mount System I ntertek AUTHORIZATION TO MARK �I This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s)� i Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing tom. 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 j applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. Address: 1495 Zephyr Ave Address: 1495 Zephyr Ave Hayward, CA 94544 Hayward, CA 94544 Country: USA Country: USA I 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: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer a -(� Report Issuing Office: Lake Forest, CA Control Number: 4008377 Authorized by: - , for Thomas J. Patterson, Certification Manager ETL CLASSIFIED I US as�o Intertek Built for solar's toughest roofs. This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest mounting system for itched roofs in solar. Ever component has been tested to This Authorization to Mark is for the exclusive use oflnlertek'sClient and isprovided pursuant tothe Certification agreement between Intertek and its Client.Intertek'sresponsibility and liability are gg y p y p limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned the limit and proven in extreme environments. by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and agreement,they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. 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 Tested PE Certified s UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Standard /91All 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 Class A Fire Rating Design Assistant Models: IR XR followed by 4 Alphanumeric Characters Certified to maintain the fire resistance Online software makes it simple to rating of the existing roof. create, share, and price projects. Integrated Grounding �j 20 Year Warranty UL 2703 system eliminates separate VTwice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 2 ATM Issued: 28-Jan-2016 ED 16.3.15(1-Jan-13)Mandatory r Zvi IRON RIDGE Integrated Grounding System Installation Overview Install Roof Attachments Simplified Grounding 1 ;__, ., • Install appropriate roof flashing and/or standoff for roof type. For Greater Safety & Lower Cost 1 _ - •Attach L-Feet to flashing or standoff. Traditionally, solar modules are grounded by attaching r, 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 ,v, and often results in improper grounding, creating jj self-drilling screw. significant long-term safety risks. ' , • Slide second rail over splice,then secure with opposite end of 4„ 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 s •Attach rails to L-Feet and level rails. 1 v qF�. greater safety for system owners. Grounding Mid Clamp • Install one Grounding Lug per row of modules. 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 Module Frame Compatibility The IronRidge Integrated Grounding F'] ' System has been tested and certified to Dimension Range UL 2703 by Intertek Groulc. A��'`►��. � �' p pA 31.Omm -51.Omm UL 2703 is a proposed UL standard A B 5.08mm (minimum) f for evaluating solar module mounting Any module frames whose parameters are not listed in the ' - and clamping devices. It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and 3 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and R environments. 72-cell solar module frames with box construction and a range of anodization thicknesses. 2 � �` The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strapof UL 1703, the solar module testing within the parameters stated above are compatible with the Grounding Straps are used to standard, including temperature and IronRidge Integrated Grounding System. bond rail-to-rail connections. They are only required on the Grounding Lug humidity cycling, electrical and mechanical rail with the grounding lug. A single Grounding Lug y g g g` connects an entire row load testing, and manufacturing quality t� Go to ironridge.com/ig of PV modules to the reviews. grounding conductor. i IronRidge March 14,2016 sm_ Starling Madison Lofq u i s#, Inc. Mr. David F. Taggart Page 8 of 20 Consulting Structural and Forensic Engineers IronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis 5224 South 39" Street, Phoenix, Arizona 35040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smieng.com Table 7A-MAXIMUM SPANS(in)-Roof Slope 28°to 45°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load IronRidge March 14, 2016 Rail Speed 1495 Zephyr Ave Page 1 of 20 10 20 30 40 50 60 70 80 90 Hayward, CA 94544 Exposure mph 0 psf sf psf psf psf psf psf psf psf psf 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 CateBgory 130 96 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 Dear Sir: 160 83 82 74 67 62 58 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 73 68 63 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 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 Cate120 85 83 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 Dgory 130 80 80 72 66 61 58 54 52 49 46 aluminum angle brackets that are either attached directly to the roof framing 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 67 62 58 55 52 50 48 46 (flush mounting) to the underlying roof structure. 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 64 64 62 58 55 52 50 48 46 44 All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Notes-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 IA-9A are for modules with a maximum long dimension of 67.5 inches and Tables IB-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling 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 XR100 Rail, Roof Flush Mounting System—Structural Analysis IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis Table 8A-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) XR100 Wind Ground Snow Load XR100 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf psf psf psf psf psf psf psf psf 100 107 98 84 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 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 o130 94 91 80 72 66 61 56 52 49 46 Category 130 94 91 80 72 66 61 56 52 49 46 140 88 88 78 70 65 60 56 52 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 46 160 78 78 74 67 62 58 55 52 49 46 160 78 78 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 46 120 87 87 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 CateCgory 130 81 81 75 68 63 59 56 52 49 46 CateCgory 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 51 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 64 64 64 61 57 54 51 49 1 47 45 170 64 64 64 61 1 57 54 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 46 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 CateDgory 130 75 75 72 66 61 58 54 52 49 46 CateDgory 130 75 75 72 66 61 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 52 50 48 46 150 66 66 66 62 58 55 52 50 48 46 160 62 62 62 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 59 59 59 58 55 52 50 48 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- I i 8431 Murphy Drive IronRidge March 14,2016 Intertek Middleton,WI 53562 USA Mr.David F.Taggart Page 20 of 20 Telephone: 608.836.4400 IronRidge XR 100 Rail,Roof Flush Mounting System—Structural Analysis Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity Notes—Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category I j In the 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 1 A-9A and 78.5 inches for the referenced specifications at the time the tests were carried out. Tables 1B-9B. 4. Provide 2 in. clear between roof and rail 5. End cantilever span(max)=0.40 x maximum span(L,,,,,)from above tables. See Figure A Applicant Name&Address: IronRidge,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. installed attachment spacing(Linst.u). See Figure A Hayward,CA 94544 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for USA continuous rails of 3 or more spans. $. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 Product Description: Flush Mount System with XR Rails. where wind speeds are marked with an * in Tables 3B and 6B. Ratings&Principle Fire Class Resistance Rating: End Span Interior Span End Span Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1,2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3,listed photovoltaic modules. Tested with a 5"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 L_ L_,,,TYP allowed by the manufacturers installation instructions. No perimeter guarding is required. This 1/3 Li, ,,,TYP rating is applicable with any IronRidge or Trd party roof anchor. Figure A Lam,=Maximum attachment spacing provided in the tables above for the project design criteria Models: IronRidge Flush Mount with XR Rails L;,,,,,,,=Actual installed attachment spacing Brand Name: IronRidge Flush Mount 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, 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. in a workmanlike manner in accordance with the "IronRidge Flush Mount Installation Manual' by Verification Issuing Office: Intertek Testing Services NA, Inc. IronRidge and generally accepted standards of construction practice. Additional information is 8431 Murphy Drive available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support Middleton,WI 53562 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001r1,101769343MID-001a,101915978MID-001&101999492MID-001arl-crl. 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. Ss9� 3•t��r6 Completed by: Chris Zimbrich Reviewed by: Chad Naggs TRES Title: Technician II,Fire Resistance Title: Technician 1,Fire Resistance Please feel free to contact me at your convenience if you have any questions. WARNER , �,'.�r CIVIL Signature: &40-d Signature: �1 No.49432 Date: 05/25/2016 Date: 05/25/2016 Respectfully yours, 9Q 9FQtgTEP��� FSSIOMAL G Tres Warner,P.E. Design Division Manager This Verification is for the exclusive use of intertek's client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense i or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers marks for the sale or advertisement of the Tested material,product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product or service is or has ever been under an Intertek certification program. -20- GFT-OP-1 1 a 20- GFT-OP-11a(24-MAR-2014) i E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, - - -ITEM -... . ....................... .__.._._._.. . ._..._. _., drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. DESCRIPTION QTY./BOX 1 FLASHING,9"X 12"X.040",5052,MILL 1 • • _ 2 QBLOCK,CLASSIC,A360.1 CAST AL,MILL 1 3 PLUG,SEALING,5/16"X 7/8",EPDM/18-8 SS 1 �I 4 LAG SCREW,HEX HEAD,5/16"x5-1/2",18-8 SS 111 r' 3rd course 5 WASHER,FENDER,5/16"IDX 1-1/4"OD,18-8 SS 12nd course RACKING COMPONENTS ! NOT INCLUDED 5 1 HI II Nl I I 4 L 1.25 R1 1; 3 3.00 -=,-3 %- Locate,choose,and mark centers of rafters to be Carefully lift composition roofshingle with roofing Insert flashing between 1st and 2nd course.Slide - mounted. Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 3/4"higher i mounts will be placed. as required. See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower —4.50— I next page. flashing edge is above the drip edge of 1 st course. �-- 9.00 i Mark center for drilling. i 2.25 2 _ 1 M 1.29 " Culck Mount PV" I = TITLE: (, _ QMSE-LAG: QMPV E-MOUNT AVAILABLE IN MILL,AND WITH LAG BOLT � BRONZE ANODIZED FINISHES 1 +• Y- UNLESS OTHERWISE SPECIFIED: ._._ SIZE DRAWN BY: DFM REV DIMENSIONS ARE IN INCHES s TOLERANCES: A/� _ .. .... .. .. ._.._. ... _....... ... FRACTIONAL.I/8 DATE: 6/29/2014 '�� 1 'c. DECIMAL 5.78 :y ^EWWRMAiION CONiN�'EDW.1 DRAWING S THE SOLE PROPERTY OF OUICK MOUNT Pl.ANY REPRODUCTON IN PARI M AS DO NOT SCALE DRAWING TWO PLACE 5��} W OLEWTHOUT THE WRITTEN PERMISSgN Or QUICK MOUNT PV SPROM&TED THREE PLACE DECIMAL 5.115 ISCALE 1:3 WEIGHT:0.96 SHEET OF .----- ---.. S - 4 3 2 1 I • • • • •' 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 Lag Bolt Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBlock cavity. Do not use mount as a drill guide.Drill should be Specific Gravity 5/16"shaft per i"thread depth 5/16'shaft per 1*thread depth 'long style bit,aka'aircraft extension bit'to drilla Douglas Fir,Larch .50 798 266 13/4"deep hole into rafter. . Douglas Fir,South .46 705 235 !! e Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 705 235IFhpNI +I� II Iih'HI� 1 Hem,Fir .43 636 212 III i' I ill�I Hem,Fir(North) .46 705 235 • Southern Pine .55 921 307 Spruce,Pine,Fir .42 615 205 - is Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources:American Wood Council,NDS 2005,Table 11.2 A,11.3.2 A _ Notes: 1)Thread must be embedded to a rafter or other structural roof member. 2)See Nos Table 11.5.1 C for required edge distances. QuickMount P\,/` Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on an impact gun drive RESPECT THE ROOF the lag screw. the lag screw until the QBlock stops rotating easily. DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 r• 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 --- - ---- 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION QTY. THIS EDGE TOWARDS ROOF RIDGE 1 FLASHING,9"X 12"X.040",5052,MILL 11111 �I MIWIII�• • • • • 1111111150141=0 - • •IS • • • •- -• • • • • - • -• • 2 QBLOCK,CONDUIT,5/16",6061-T6,MILL I 3 WASHER,SEALING,1/4"ID X 7/8"OD,EPDM BONDED SS 4 LAG SCREW,HEX HEAD,1/4"x 2-1/2",18-8SS 1 AVAILABLE IN MILL,CLEAR ANODIZED, ' AND BRONZE ANODIZED FINISHES. r _f i 12.0 CONDUIT CLAMP 1.3 NOT INCLUDE 4 � F71 t 2.3 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar, just Slide conduit mount into desired position.Remove 2.5 �;' of conduit.Select location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount flush 3 with front edge of shingle course.Mark cernter for ® drilling. ' �F rel flrr Ik Tl,�@ � il9!iii�l }k 4.5 i+ , 9.0 a ^" .79 quick Mount PV TITLE: x QMCC: CLASSIC COMPOSITION MOUNT T 1 � S UNLESSOWIS THERE SPECIFIED: 3 SIZE DRAWN BY RAD REV ylj' DIMENSIONS ARE IN INCHES _ TOLER CES FRACTIONAL!1/8 RACTIONAL!I/8 A DATE: 9/24/2013 4 oNH6ExnAl TWOPLACEDECIMAL 2.18 - 1lIE—R-TOn COMNNEOINlN6ORAw CO ESOLEPROPERTVOFOUICIIOUMPV.,wv RPROO TC WPAR1p DO NOT SCALE DRAWING A,wF�iaE wrtNOur me wamEN PERw.6sIONaouICt,AOuen Pv6PROH1R6EO. THREE PIACE DECIMAL S.I25 'SCALE:1'3 WEIGHi:0.68 SHEET10F1 g g P y Lift shingle and slide conduit mount into place. ... _i —_ Using drill with 1/8"Ion bit,drill Clot hole into Clean off an sawdust, and fill hole with roof 5 4 3 2 1 roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole roof. clamp(not included)as shown.Insert lag through • •• •' hole in block,and position clamp over conduit. Lag Bolt Specifications , Specific Gravity 1/4•shaft per 1 3/4"thread depth 1/4"shaft per 1'thread depth Douglas Fir,Larch .50 393 225 r roofing Y' ✓° Douglas Fir,South .46 353 202 • also' •- Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) .46 353 202 followed by •ne modifying Hem,Fir .43 313 179 roof system. Please consult Hem,Fir(North) .46 353 202 Southern Pine .55 455 260 roof specs • Spruce,Pine,Fir .42 302 173 instructionsprior totouching Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 393 225 the roof. Sources:American Wood Council,NDS 2005,Table 11.2 A,11.3.2 A Notes: t)Thread must be embedded in a rafter or other structural roof member. 2)See IBC for required edge distances. Insert lag through hole in block, and position IMPORTANT:To maintain waterproofing it is important that the aluminum flashing(item 1)is properly placed under one full course above the mounting block with at least some of the clamp over conduit.Using drill with 7/16"socket, drive la until block is tight.Flashing extending up under the course above than as M,<li cPA in<rr�lrrir,ns r,D har4 g g • • uick Mount PV� quick 925-478-8269 •www.quickmountpv.com • info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.,Bldg2 • Walnut Creek,CA 94598 BI 7.2.3-8 Aug-2014,Rev 4 BI 7.2.3-8 Aug-2014,Rev 4 02013 by Quick Mount PV.All rights reserved.