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44 RIDGE VIEW RD BP-2017-1223 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:41 -061 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-1223 Project# JS-2017-002052 Est. Cost:$15400.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(so.ft.): 81457.20 Owner: CRONIN MARK A&HILLARY L Zoning: Applicant: VIVINT SOLAR DEVELOPER LLC AT: 44 RIDGE VIEW RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CH ICOPEEMA01022 ISSUED ON:4/26/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 25 PANEL 7 KW SOLAR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 426/20170:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2017-1223 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE (413)331-0769 PROPERTY LOCATION 44 RIDGE VIEW RD MAP 41 PARCEL 061 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 6t )4 Building Permit Filled out Fee Paid Typeof Construction: -WIRE ROOF MOUNTED 25 PANEL 7 KW SOLAR New Construction rn S tan Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR TION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability _ ._. _. Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition P- ay ! Si: e of Bui ding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. r l4, Department use only nrp City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit Q 212 Main Street Serax/Septic Availability Room 100 WaterhAfell Availability \ V Northampton, MA 01060 TWO Sets of Sbudural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1u.1 Puro e A d This section to be completed by office 7-/ 'age. �v� Map Lot Unit tJ Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Wvn r of Record: 1 a�ry�{� Cronin 44 ` Rspc Qct Name(Print) CeIiV _Og35 Telephone Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name nt) Current Mailing Address: 413-331-0769 Signe ure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be - Official Use Only completed by permit applicant 1. Building #3080 (a)Building Permit Fee 2 • . Electrical 7/a/01, (b)Estimated Total Cost of �/ 3 Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection � 0✓ 6. Total=(1 +2+3+4+5) a1' ,1/OO Check Number ( This Section For Official Use Only Building Permit Number Date Issued: Signature: Building Commissioner/Inspector of Buildings Date fr Section 4. ZONING Alt Information Must Be Completed.Permit Can Se Dented Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: R: Rear Building Height Bldg.Square Footage °a Open Space Footage (Lot area minus bldg&paved narking) #of Parking Spaces Fill: (volume&location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , date Issued: C. Do any signs exist on the property? YES O NO CI IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO 0 IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required SECTION S-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Aiterationls) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs (CO Decks ID Siding[0] Other[] Brief Description of Proposed Work: installation of roof mounted photovoltaic solar systems#of mod -s • -Please mail permit in self-ads ressed enve ope. Thank you '' Alteration of existing bedroom_Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.If New house and or addition to existina housing.complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Wocdstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No I. Septic Tank City Sewer Private well City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, ,as Owner of the subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date 11111.1111111111111..1.11.1111111 I. Vivint Solar Developer as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury Savina Cervone Pri j ame w — A.LS O. . ./.A r s: A Signature of Owner -.-nt Dale 1 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: John A Jalbert CS070940 License Number 150 P.. ette t U 1t B Ch. o.ee MA 11022 03/25/2017 Addres a Expiration Date 413-331-0769 Sig rre Telephone 9.Reolstered Home Improvement Contractor Nat Applicable ❑ Vivint Solar Developer/John A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi. UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.Gi.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ❑ No C 11. - Home Owner Exemption The current exemption for`homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shell be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts t$ Department of Industrial Accidents 1 Congress Street,Suite 100 Boston, MA 02114-2017 *%A` www,ma.ss. ov/dia Uuckers'Compensation Insurance Affidavit: Builders!Contractor/Eleclricians/Plumbera. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Ptlnt Leeibt,; Name (Business/Orgaoizatiorindivtduap'Vivint Solar Developer LLC Address_1804 W Ashton Blvd City/State/Zip:Lehi,UT Phone#:855477-2974 Are you an employer?Check the appmprene box: Type of project(required): f o f am a employer with 217 omp''oyec“Can And/or nandmc.• 7, ED New construction 20tam a u,kpropnttorornershiosodhavewenput:nwwk,ngAir meit 8. 0Rx„�eling any capacity [No workcomp,insurance 'mowed.] 4((Jryry 3E t am a homeowner doing all work myself(No workers comp.insurance requ red 9. lJ Demolition 4 Jr am a homcowmer and win be hi nn nnduct all work on my pro IU� Building addition g comnctms to r. perry twill =sure that all contractors either have workers'wmpeasanon insurance or are sole 11,0 Electrical repairs or additions mu/enema wish aoemy<es. 12.0 Plumbing repairs or additions 5Q[am a general conmacmr and I have hired the sub-contractors listed on Ne attached shat. 13 Ruoft nit& Three sub-coNracmrs have employees and have workers'comp.insuranne.t IMO Roof q We are a corptical ion and its omcen have exercised cheer right of exempwn per MGL c, 14,QOther_. __.. 152,q t4/.and we have no employees.{Na workem comp.insu,anm reyuired.j "ARyappfaaa that checks box at must also(Ll out the section below showing their workers'compensation policy information. r Homeowners who selfish Nis affidavit indicating they are doing all work and Nen hire outside contractors must submit a new affidavit indicating such tCunuactors that check this box must attar:had an additional sheet showing the name of Nc sub-contractors and state whother or not Nese entities have mndoyeesif the subcontractors have employees,they mon provide their workers'comppolicy number. tam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lia#::'n'05_09601302�f ` �} Expiration Datef1�1/01/17 lob Site Address;''l !\3 C:. • La City/State/Zip: t jorf ha(yja j'6 024' Attach a copy of the workers'c enation policy declaration page(showing the policy number and expired n date). Failure to secure coverage as required under MOL e. 152,§2SA is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of op to 5250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cent/ uA Inse . -c o r dory that the information provided above is true and correctILi”Signature: (/ ... Dale: ! t/zi � Phone 4.855-877- 4 tl f 11 Official use only. Do nut write in this area,to be completed by city or town official City or Town: PermitfLicease# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phoned: Maaudluta0s-0spartmant ci Public Sally Board of Bulking Regulations and Standards Coneerucdnn Supsnisor Llan:C6070040 Jae Afaibatt 591[LMSTREET WEST SPRIRCcic �.(.,.,D',day.le"ea Expiration Cannalioner OW252017 L78U01 UCSanDlego Extension «naMllmMtwmeouranax.6nnn1915W This Card artifiesthat: _ JOHN MLBf4RT hos completed a Ip-Hour OSHA Hazard Recognition Training tar the Construction industry. .41ig 0145n014 Director.Scott MacKay Trainee Mylor 5tes Grad.Doe. A�o® CERTIFICATE OF LIABILITY INSURANCE DATS'MW°°IY"Y' 61119/1011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON TACT MARSH USA INC. NAME' 1225 17TH STREET,SUITE 1300 Pr A,e No EPI: — - I FAX No: - -- DENVER,CO 80202-5534 EMAIL Atte Denver.CertRequest©marsh.mm I Fax'212-948.4381 ADDRESS: INSURERISI AFFORDING COVERAGE NAIL II INSURER A:Ans SpeClaty EthOpe INSURED INSURE!a:Zunch American Insurance Company 16535 Vlvrnt Solar,Inc American Zurich Insurance Company Vlmnt SolarDeveloperLTC INSURERo Ddn _ 40142 Vivint Solarhlon Provider LLC INSURER D:NIA N/A 1800 W.Ashton Blvd Lehi,UT 84043 INSURER e: _ INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920387-14 REVISION NUMBER:4 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. MSR ---- ADDL. UBR POLICY EFF POUCYEXP - --- LTR TYPE OFINSURANCE IVSD'WVD POLICY NUMBER IMIVODTYYYI IMMODYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY 1 3776500117EN 01/2912017 11/0112018 EACH OCCURRENCE 1000,000 CLAIMS-MADE X OCCUR 1 DAMAGE-10 1000033 DAMAGE-10 RE ED j I MED EXP(Any one person) 10,000 1 ,. PERSONAL&ADV INJURY 1.000.000 GEN'L AGGREGATE LIMIT APPLIES PER 1 GENERAL AGGREGATE 2030.036 X IPOLICY I PRO- ! _J JEC! LOC PRODUCTS-COMP/OP AGO 1,033,036 OTHER. B AUTOMOBILE LIABILITY BAP509601502 11/0112016 11/0112017 C`OMEINED SINGLE LIMIT immo (Ea,acodeJ BO X ANY AUTO BODILY INJURY(Per person) ALL OWNED SCHEDULED 'AUTOS AUTO.$ I BODILY INJURY.(Per l6 Pera accident) X HIRED AUTOS X I AUTOS EDI PROPERTY DAMAGE AUTOS (Per Coll • COMK011 Ded 1,000 A X 1 UMBRELLA UAB X OCCUR 3776500217EN 101292017 11/01/2018 EACH OCCURRENCE 5,000,000 _ X I EXCESS UPS CLAIMS-MADE CLL Only • AGGREGATE 5,000.000 DED I RETENTION 5. C !WORKERS COMPENSATION WC509601302 111/01/2016 11/01/2017 X T PER j 1 AND EMPLOYERS L]A9JLJIY yl A, I STATUTE I LER ANY PROPRIETOR/PARTNER/EXECUTIVE iA2,Ci A,CT,FL,H,MA,MD,NJ, EL EACH ACCIDENT 1,000,603 OFFICER/MEMBER EXCLUDED? N NIA ' (Mandatory In NHI NM,NY,PA,SC,TX,UT EL DISEASE-EA EMPLOYEE 1000,000 8 II yes,deadde under iwC50960140 (2 MA 11/01/2016 11/01/2017 1,00-0000OSCRIPTION OF OPERAPONS below 'EL DISEASE-POLICY LIMIT• 1 I I DESCRITON OF OPERATIONS I LOCATIONS/VEHICLES(ACORD I01.ARMORER!Remarks Schedule,may be attached H more apace B requliedl CERTIFICATE HOLDER CANCELLATION Town of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Persica /deet -Z/1- 1c4¢4o4 I ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD vivint. 1800 W Ashton Blvd. Structural Group Lehi, UT 84043 Jon P. Ward,SE, PE J. Matthew Walsh, SE, PE Clint C.Karren, PE Structural Engineering Manager Senior Structural Engineenng Manager Structural Engineering Manager jon.ward@vivintsolar.com james.walsh@vivintsolar.com clint.karren@vivintsolar.com March 24,2017 Re: Structural Engineering Services Cronin Residence 44 View Ave, Northampton, MA S-5384535; MA-04 To Whom It May Concern: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site VisitlVerification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Proposed layout of the system including connection details for the solar panels. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing root system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1 and 2): Prefabricated trusses at 24" on center. The attic space is unfinished and photos indicate that there was tree access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. The existing roofing material consists of a maximum of two layers of composite shingle. A. Loading Criteria 8.02 PSF=Dead Load (rooting/framing) 2.59 PSF= Dead Load (solar panels/mounting hardware) 10.61 PSF=Total Dead Load 40 PSF= Ground Snow Load (based on local requirements) Wind speed of 90 mph (based on Exposure Category B-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) B.Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac, Inc. Installation Manual", which can be found on the Unirac, Inc. website (www.unirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 11/2" thick and mounted 4W off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir. Based on our evaluation, the Page 1 oft vivint. Page 2 of 2 pullout value, utilizing a penetration depth of 21/2", is less than the maximum allowable per connection and therefore is adequate. 4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph A above, using the wind load uplift procedures of ASCE 7-10 and is specified below. The following values have been verified by in- house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections shall be staggered to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Edge Corner Interior Edge Corner Max Vertical Spacing (in) 40 40 40 66 66 66 Max Horizontal Spacing (in) 72 72 72 72 72 72 Max Uplift Load (lbs) 179 117 66 302 197 III C. Summary Based on the above evaluation, with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by any solar array size and configuration, if installed correctly. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. X44 Regards, / •N P• . Jon P. Ward, SE, PE �_4 AR• % !:. � MA License No. 52584 : NO. see. • A '23;4bistE09 44• • IPp fff615, L ENG ,• PPrt till, vivint. a a2lAUdQ_5 Jec�-) of fi N . /� Buildingwog-Northampton of Np�rtm�t .� �, Plan Review t l • -we. 212 Main Street Northampton,MA 01060T\ EC e ! N s w N m>oa Prk V SYSTEM SIZE: (ID r OG1Mxc Qa ].000 kW DC r 6 e >.,.. »C.o.EACH MO MODULES_,. Q I I jM j STRING,e.eee� IO iFV.INIKAERR,CO,NotEcroriNONNFPO:LITPICY,F Pr ,.P. 0 0 A\ ���,�., WERE B9774674 I \� .-fir % SA/ j • M I...- li :ory W I \\\\ / Roof Type.Comp Shingle O j \ 0 % j elm •� i O RPoiI,,Sac LQ^ O \ % j j �Po;E�1oez j L. .. \ r \%�� x ` 4 ° w HI' 00 j . m LT, E SHEET NAME v - - - - - - - - - - - - - - --_I ra 'ten SHEET u mBER 0 PV SYSTEM SITE PLAN SCALE Mr..1.0' > a if_ O. fre pc /� a I-- 8 &pz b^\ WW / SFM-TRIMRAIL WITH z C SFM ROOF ATTACHMENT C SFM -3" RAIL ��SFM-9"ATTACHED SPLICE 7°h SFM -9"SPLICE SFM-TRIMRAIL ROOF ATTACHMENT PV 30 NOT30 ^ PVJo "C �3y" C9 " w 3.0 NOT TO SCALE uuuEEE 'IL we ug PIN �.nr •C r SECTION VIEW 7Th SVSTEM MOUNTING DETAIL "" R,RP R"Le[ I II In VV3.0 xmmxALE �3 NOT TOm", � Et E. S ` cwna.nruwENT 3 aw umxc li 6P .nrcrmexr ua, • -- S PExm nED MODULE 3 r aou ,na [MMP SPACING it EwEuI wornnACHMENT SEE ALE TRIREME SPLICENi 1.11.1 "AFTER SME IIIII MI MODULE III RAFTER "IL E D SHEET EawDSCAPE CLAMP SPACING NUEET R MODULES IN PORTRAIT/LANDSCAPE Cil; LAYOUT _ N MGT TO snm ( CLAMP SPAcac PJ 30NOT TO w¢ — Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) OC System Size Watts( 7000 Tag ti Desorption conductors/Colormoduli Type Conduit AC System size(Watts( JW0 I PVWire n 10 AWG 20/4, 2Nt.V-}nJu N/A Free Air N/A.F Free to m Total Module Count 25 I Bare Copper Ground(EGC/GEC( 6/WC I BARE N/A Free Air WA Tree Air 3 THWN-2 10 AWG MOVE.2V-(B/R PVC 1" 3 F ,n 2 THWN-2.Ground B AWG 1EGRN( PVC1" O p N r 4r.BAWL 3{1¢1L2IN)e/R/W PVC 1" u n 3 THWN-2-Ground 8 AWG 1{G3N( PVC 0F2 o 4 N-2 8 AWG 3(11]112 INI B/R/W 1FNC 1" m g L 4 THWM2-Ground 8 AWG 1(GRN( LFNC 1" J. fO V GO }_ n. ro spier Myr gm m ye 'Conforms to AN9 in rFme drum. is DC Point of Intj F �— Duro disconnecttxmvvxeon road Square Dn222.16U,tI$e, sire 2m NIL 21 al.Conforms T iaov/co0.unluvM, to NII lora - a i m mn x[MA3,or equivalent, u wNTs<om nauov ottn stn NC i.to PV • SH E r SHEET mortars NAMF MODULES Y' • j 3 V n ? O M o [ SHEET O mo 1 rv1 NUMBER[22 ' A 4 _ ESPY PIA INVERTER WA-RS SIC v., te NC Minimum GEC n re 4 el DC Safety Switch PV Module Rating M src Conductor Calculations • i8 2 Rated for mac operating condition of Module Make/Model IMM28OME0B -Wire gauge calculated from NEC code 310.151811161 with ambient temperature calculations re 0 m a inverter.NEC 690.35 compliant.Opens all Max.Power-Point Current l lmpl 8.81 Amps from NEC 310.1512)1a) 2 - ungrounded conductorsPower-Point Voltage(Viepl 318 Voltsd 3 MaxMaOpenCircu it Voltage No[ 38.6 Volts For"On oof"conductorsw lira the 90'C column mpaory,0.5"-55"310 15(B)(167 temperature _ rff - adlustment from 3101518113114.and raceway fill adjustments from 310151811161. Optimizer Solar Edge P300 Maxerui Current(ISM 9.53 Amps For WIT Roo?'conductors we use the75Tcolumn ampacity,or the 90T column ampatlN with cv DC Input Power300 Wattsx Series Fuse(OCPDAm the relevantambienttemperatureand raceway fill aduz whicheverIsles p m a 8 DC Max.Input Voltage 48 Volts Nom Marc power at STC(Mem) 280 Watts The atngothe conductor after adjustments MUST be greater than,or equal to,the continuous sD $ € m DC Max.Input Current 12.5 Amps Max. " System Voltage 10 V DC IDL) duty uprated output current. = DC Mag Output Current 15 Amps Voc Temperature Coefficient -0.29 1 %/C Calculation Example•Wire Rating MOT1x Ambient Temperature Adiustment x Conduit Fill Max.Slung Baling 5250 Watts Adjustment a-Continuous Duty Output Current [er Make/Model AC Output Current According to NEC 690.810111 31.67 Amps (On 18.75Af,Tag 2):10 gauge wire rated for 40 A, 40 A x 0.]6 x 0.814 C0Muclorsl'24.32 A>- GEC Efficiency - 15,11 USNominal AC Voltage 240 Volts (Off 14]SA 50A AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Off Roof,Roof rag 3.8 gauge wire rated for 50 P. a=39.5258 A Cont.Max.Output Current _ 32 Amps (Off rag al'.8 gauge wire tared for ID A, 50 Av 39'58A it- DC Max.Input Current 23 Amps Rooftop conductor ampacities designed in compliance with NEC Short Circuit Current 40 Amps 690 B.,Tables 310.15(B)(2((a1,310.15(8113112),310.15181(31(4. III Max.Output Fault Current 40A/70 ms 310.15(B)(16),Chapter 9 Table 4,S,A 9. lo?alien specific iihr temperature obtained from ASH RAE 2013 data tables. ASHst t- :` HigA RAE Monthly Fly 2%O B.Design Temp.:3d.]'C w lowest Min.Mean Extreme D.81-25 9'C sr OCPD Calculations 8 Breaker Seed ac d.ng to continuousm duty output PPVaruInominal current based off g � inserterr mnt,nuous output current X(1 25(NEC code 210191 (1)bLL SE] A-USMex Output=31.6]A a 1151NEC code 210 19(011100 E o— nv-3918 A<40 AICCCbWP0) system output current w]continuous duty-3959 c 40A(System OCPD Other Notes z 2 M carrying DC currentshall be metallic, SHEET ampacity calculatons are made ipliance with NEC2205(B) 49 and below is rounded down too,and 50and above are NAME. munded up 22° e SHEET NUMBER; ni ui t 4 :P U I y^I I RAC U-BUILDER PROJECT REPORT VERSION:181 MAR 31,2017,02:41 PM PROJECT TITLE: NONE PROJECT ID:836767FB Name: None Designed by acardwell Address: None SUNFRAME MicroRail 2.0 City.State: Bay State Village,MA,01062 25-280 Watt Panels Module'. Jingo JKM280M-60(40mm) 441 Sq Ft. 280 Watts 7.0 kWs BILL OF MATERIALS Legend:*Base System"Pad Accessory Part Suggested Unit Price Total List Number Part Type Description Quantity Quantity (USD) Price(USD) 12301408 MicroRall Splice SFM SPLICE 940MM 12 12 22.78 273.36 2309408 Micro Rail(9) SFM ATT SPLICE 940MM 4 4 36.27 145.08 2409040 Roof Attachment SFM TRIM ROOF ATT ASSY HEX 15 15 14.20 213.00 0080155 N-S Wire Clip WIRE BND CLIP 12 12 2.77 33.24 0040160 Flashing SFM FLAT FLASHING 50 50 13.91 695.50 030027C Lag Bolt HDW LAG BOLT,5/16 X 4 50 50 0.79 39.50 240140B Trim SFM TRIMRAIL 6640MM DRK 8 8 78.92 631.36 240240B Trim SFM TRIMRAIL 132 40MM DRK 1 1 155.36 155.36 240903D Trim Splice SFM TRIM SPLICE DRK 5 5 8.66 43.30 2303408 Microrail(3) SFM MICRO RAIL 340MM 31 31 21.43 664.33 008009P Grounding Lug ILSCO LAY IN LUG(GBL4DBT) 1 1 8.40 8.40 BASE SYSTEM ACCESSORIES TOTAL PRICE $1126.07 $1776.36 $2902.43 $0.161 PER WATT $0 254 PER WATT $0.415 PER WATT This design is to be evaluated to the product appropriate Unirac Code Compliant Installation Manual which references International Building Code 2003,2006,2009,2012 and ASCE 7-02,ASCE 7-05,ASCE 7-10 and California Building Code 2010.The installation of products related to this design is subject to requirements in the above mentioned installation manual. 2301408 SFM SPLICE 940MM MlcroRail Splice TBD 12 444 230940B SFM ATT SPLICE 9 40MM Micro Rail(9) ✓'. TBD 4 2409040 SFM TRIM ROOF ATT ASSY HEX Roof Attachment TBD 15 008015$ WIRE BND CUP N-S Wire Clip TBD 12 004016D SFM FLAT FLASHING Flashing Includes flashing,attached gasket.washer.and square aluminum washer only.(12"x 50 8").Lag bolt and rail attachment component sold separately.NOTE:about other flashing options I 4+ 030027C HOW LAG BOLT,5/16 X 4 Lag Bolt IINII Zinc plated steel,3-1/2"length.2-1/2"threaded length.5/16"shoulder diameter. 50 Confirm that bolt strength and penetrating length can withstand the maximum loads of for your application. 240140B SFM TRIMRAIL 6640MMDRK Trim TBD 8 q 2402408 SFM TRIMRAIL 132 40MM ORK Trim TBD 1 x. 2409030 SFM TRIM SPLICE ORK TBD Trim Splice 5 230340B SFM MICRO RAIL 340MM Mlcrorail(3) TBD 31 008009P ILSCO LAY IN LUG(GBL40BT) Grounding Lug 4 For electrical bonding of PV modules and rails.Accepts 4-14 AWG copper wires.Tin 1 plated capper body. 1/C stainless steel fasteners.NOTE:about other lug options a 1 :P U N I RAC U-BUILDER PROJECT REPORT VERSION.I9.I MAR 31,2017,02:41 PM PROJECT TITLE: NONE PROJECT ID:836767FB Name: None Designed by acardwell Address: None SUNFRAME MicroRail 2.0 City,State: Bay State Village,MA,01062 25-280 Watt Panels Module: Jinko JKM280M-60(40mm) 441 Sq Ft. 280 Watts 7.0 kale ENGINEERING REPORT Plan review Inspection SUNFRAME MicroRail Loads Used for Design Product: 2.0 Building Code: ASCE]-10 Module Manufacturer: Jinko Wind• Speed: 90 mph Model: JKM280M-60(40mm) •-Ground Snow Load: 40 psf Module Watts: 280 watts Module Length: •Seismic(Ss): 0.17 -Wind Exposure: B Module Width: 39.06" Module Thickness: 1.57" Loads Determined by Zip Module Weight: 41.90 lbs Roof Pitch: 7:12 -City,State: Bay State Village,MA Building Height: 30 ft. .Wind Speed: 117 mph Special Wind Region Roof Type: Shingle -Ground Snow Load: 40 psf Total Weight: 1047.50 lbs Total Number of Modules: 20 Total KW: 5.6 KW Array Area: -352.582 NS Dimension: -13.1 ft EW Dimension: -33.0 ft Rafter Spacing: 24 Design Pressures(psi) Zonel Zone2 Zone3 -Up -9.9 -12.2 -12.2 -Down 20.4 20.4 20.4 -Side 9.4 9.4 9.4 -Lateral 0.5 0.5 0.5 Maximum Point Loads Zoned Zone2 Zone3 ax t -Up(Ibs) -195.0 -200.1 -200.1 MicroRail Design Rules Zonel Zone2 Zone3 -Down(I0s) 401.9 334.6 334.6 Max Cantilever(in) 24.0 24.0 24.0 -Side(Ibs) 185.2 154.2 1542 Span(in) 72 72 72 -Lateral(Ibs) 9.8 82 8.2 Trim Overhang(in) 24.0 24.0 24.0 Effective Area(k) 19.7 16.4 164 Trim Span(in) 72 72 72 Total Number of MicroRail Design Rules Zonet Zone2 Zone3 Modules: 5 Max Cantilever(in) 24.0 24.0 24.0 Total KW: 1.4 KW Span(in) 72 72 72 Array Area: -88.1 ft' Trim Overhang(in) 24.0 24.0 24.0 NS Dimension: -98 tt Trim Span(in) 72 72 72 EW Dimension: -10.8 ft Rafter Spacing: 24 Design Pressures(psi) Zonal Zone2 Zone3 -Up -9.9 -122 -12.2 -Down 20.4 20.4 20.4 -side 9.4 9.4 9.4 -Lateral 0.5 0.5 0.5 Maximum Point Loads Zonel Zone2 Zone3 -Up(Ibs) -195.0 -200.1 -200.1 -Down(lbs) 401.9 334.6 334.6 -Side(Ibs) 185.2 154.2 154.2 -Lateral(Ibs) 9.6 8.2 8.2 19.._... Effective Area(ft) 19.7 164 16.4 vivint Solar 800 Aselon B ' 8e04.3 sc s cs�la Phone. 877404 4129 Fax 80 lona/58 AMENDMENT TO THE RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT CU STOME R NAME AND CONTACT INFORMATION : Name(s):Hillary Cronin Ada-ess:44 RIDGE VIEW RD NORTHAMPTON MA 01062-9628 Service No. 5384535 This Amendment is entered into as of the date set forth below, between VIVINT SOLAR DEVELOPER, LLC and the undersigned CUSTOMER(s). Any capitalized term used but not defined in this Amendment shall have the meaning given it in the Residential Solar Power Purchase Agreement (the "PPA") between You and Us as of the Transaction Date. The terms of the PPA are incorporated by reference here. To move forward with installation of the System, the Energy Price under the PPA will change as set forth below and for the following reason(s): ENERGY PRICE : REASON (S) FOR CHANGE : $ 0.174 Limited Sun Exposure; and/or • Limited Energy Consumption; and/or (S/kwh) Limited Roof Space. By signing below, You and We agree to amend the terms of the PPA. Except for the change to the Energy Price above, all other terms of the PPA remain unchanged. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S) Signature: /`� � Signature: / '' C" Printed Name: Brian Legg Printed Name: Hillary Cronin Salesperson No.: 114601 Signature: Amendment Date:2017-03-29 Printed Name: Vivint Solar Developer, LLC (EIN: 80-0756438) is a licensed contractor in each state in which we operate, for information about our licenses please visit http://www.vivintsolar.com/ licenses. solar - • • 4,79. LU Ni SolarEdge Power Optimizer Module Add-On For North America l.. P300 / P400 I P405 C7 cc L.LI C f 300, PV power optimization at the module-level - Up to2S%more energy - Supwor e icency(995%1 Mitigates all types tit ruNeuN mismate-c .asses,tram mmrotarreeng tolerance ro partial shading - Rattle system drogn ter e+ac mpm space uttIinaven Fest restalIetfon wnh o sing%e bolt - Next genetat on maintenance with module-}vel moratoung medele levee voltage shutdown farinstaher and f reflghteryatety USA GEMMANy flAW - LAANCE - !AVM CHrrvA - / AAR AUSSflAttA WWW5gl8[edge.us solar ' • G SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 um60-cM modulus) (M724ef.w module) (for thin ALn modulo! INPUT Rated Input DC Powerrrl 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (trot at lowest temperature) MPPT0perati3 Range 8-43 8-80 125-105 Vdc Maximum Short Crcuit Current(Isc) 10 Adc Maxanum DC input Current 12,5 Ads Maximum Efficiency 99.5 % Weighted Efficiency 9R8 % Oaerwsltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Cuomt I 15 Adc Maximum Output Voltage i 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER Off) Safety per Power'Optimizer _ 1 Vdc STANDARD COMPUANCE EMC FCL Yx815 Cass B,IEC61 WOE-2,IfC611066-3 Safety IE062109-1(class II safety),U11141 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxn'2 renes 141 x212 x 40.5/5.55x834x 1.59 mm/in Dimensions(IN x Lx H) 128 x152 x27,5/ 128 x152 x35/ 128 x152x48/ Pn*5 series 5x5.97x1.08 5x597x1.37 5x5.97x1.89 mm/in Weight(including cables) Pxxx2 series 95012.1 gr/Ib Pxex,5 series 220/1.7 930/2.05 I. . 930/205 gr/lb Input ConnectorMC4 Compatible . . . - Output Wire Type/Connector Double insulated; .. MC4 Compatible Output Wirelcng[h . . _ __ 0.95/3.0 _ I _ 12/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'f Protection Rating I Pxxx-2 series IP65/NEMA4 Mn-5 series IP68/NEMAGP Relative Humidity 0-1W % vats sa...ow wow'Mead.of up.to.551.pins Wk.ina Allmon. W SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A ' in SOLAREDGE INVERTER 'Minimum String Length 8 l0 18 (Power Ophmirers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 600D 12750 W Parallel Strings of Different Lengths Yes or Orientations n,not allowed to'k 94w5 with noume/eevnooi.ono u,A CE 00 solar - • • = cr SolarEdge Single Phase Inverters cC For North America W SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-USI SE7600A-US/SE10000A-USISE11400A-US ,Z S • v.Keae. r • 17.5.171 { • • The best choice for SolarEdge enabled systems • Integrated etc fault protection{Type 1)for NEC 2011 690.11 compkiante • Superior efficiencyi9t%) ▪ Small,lightweight ant easy m rnsaah on provided bracket Butlt1n module-level monitoring . internee connection through Ethernet or Wireless Outdoor and indoor insta9etinn • FiKed voltage inveter,CC/AC conversion only Pre-assembied Safety Switch{or faster insta Iedon . Optional -revenue grade data,ANSI C12.1 USA 9ERMANv PALO-FRANCE-JAPAN-CHINA-AuttfALIA-THE NEDHERLANOS-ISRAEL www.selaredge.us solar - . • C Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-USJSE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US 5E30O0A-US 5E 3aWAUS 5E50000.0 St6000A-US SAMOA-US SEt0000p US 5E11400MU5 OUTPUT 9980@ 3067 Name@ AC Power Obtput 3000 ASO IIII41 6000 MOO 10000072404 15400 VA Ma,AC Power Output 2300 4150 Snllo-m nMv 835010800 ` V 0000 PATIO VA 5150 @MN I0956om41.a ACW1pul Voltage Min--N°080434-"I is it 103 i 10tl-229 Vac AC Output Voltage Mm:NOm:Mawm I ! I .8 yr ! J 211140-3davaz . AC Frffiency6A4.Ncm,-Ma7-a 59,3 60.690.5{with HI cousin setting 57.£47-30.3{ xr Mac Continuous Output Current 71.6 Itl AP 34 NW 3 @2 � 25 3E I 41e 240V4]9 A GM I A Utility Menitoring,ISlanes@Protection.Count@ Cunligurable Thretholds Ycs Yes INPUT AttIXPrmlNed Max-OCPtM'eft° 3750 4750 5250 /500 9503 122400 19750 W (,Tfi Maeinput merse:;ungrptaleen ye. M ore Input Voltage tiwit' Nom.0C input Vintage 323 te 708V/l350@ 240V Vdc Cunene)) 13 Ifi5@IDBV 46 33 33@WW Mae,Input C345 McL5S¢240V i � 315,5@140v Mtnglt Short Orcatt Guise@ 45 Mc Reverse-Pulark Protection Yes Ground-MaimuFaultlrterEn Detc4lton WCgl$005iuyity WA mum Inverter Efficiency 927 981 j 98.1 98 48 98 14 975@ZOIN 97¢2067 Ca Weighted Efficiency 945 Yg @2a:N 925 975 97.5 tpt 740V974 % SE NpMiran Power Co &goppma <28 <4 W ADDITIONAL EEATUNES Supported Communication Interfaces RS485,RS231,Ethernet.Eig8ee(optional) Revenue Grade Data,ANSA C11.1 Opttune@ XapN Shutdown -NEC 2014 690.12 Furttl0nahq nuNe4 when SolartJge rain Shutdown kit is installedl° STANOANO COMPLIANCE Saiety Jt1l41.Ut16933,UL1998.CSA 22.2 Grid Camecfion Standards 1E381547 • MINIMS FCC Natl5 dace 0 INSTALLATION SPECINCATIONS AC output conduit slit/AWG IntAA 3/4"minimum/1695 AWG 3/4'minimum/8-3 AWG OCb{wt rvMuusite jlet strings l 3/7•minniurn f1-2 Asia415-5 AWG 3/4'nunimum/11 strings/1L6AWG D imensions with Safety Switch 30.5 a 11.517/ 30341252)l5/ In/ .11!!hV+ol.... 775 a 3151r 172 775 v31 a 191 10.5 tlzsea0 s/77s 1315 a1EO mm WOW with safety Switch $1.2/23.2 54.7/147 884140.1 m/kg Cowling Natural Consecnon Fans(user eplaceable) Noise <25 <SC AA MImM3x Operating Temperature -13 to+140/ 75 to+SO[Lao to+oo version ayaFhbleay Range Amigaan Rating NEMA 371 M, suppmt .o",.m,..m.u.ons.WIPE C c.Z Stt Ye2ILar anew wvleur rw Wiii.ia ra,.e tI M+Y.wrv4S uv/c Nvvn+a<uwamn2 • N• •peewit kfk n/rv:ssy011414$r • IOamwn v/X'.Sknu11450(1NVUa ER : IMO RoHS 1.1111 2/ I5 Power Optimizer I SalarErpe Mcr worry nowt ronin hvsnce Pegram Eglbn(WM Pmggsearchei search Follow lip CORPORATE SOLUTIONS PRODUCTS TO ORDER aSL2/20/2015 OG tY e � v A • Power Optimizer Inverter Monitoring Power Optimizer Pocone1Ooa 5'haro SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC convener which is connected by installers to each PV module or embedded by module mambo-hirers. replacing the traditional solar Junction box. The SolarEdge power opnnrzere increase energy output torn PV systems by constantly wading me award maximum power point (MPPT) of each module Individually. Furthermore. the power optimizers n-.o ter the performance of each module and commenizaM performance data to Me SolarEdge monitoring poral ter enhanced,cost-effective modulelevel maintenance.Each power optimizer is equipped with the unique SafeEICN feature which automatically shuts down modules'DC voltage wheneverthe inverter or grid power is shut down. The MPPT per module allows for flexible Installation design with mullple orientations,Ults and module types in the same sting. When working with Solartdge Inverters,SolarElge power optimizers aulomatically maintain a bed sting voltage.allowing installers tan greatertexibdity with longer songs and sings of different lengths in oMerin design op mel PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following Power optin zar models am available: P-Sarlae Mudth AddiOn Power Ouunuyl Connected by installers to Me PV module and compatible with a wide lance Modules Power OptmIzr P Model Mod1e Power Module Voc P300 5300W <48V P400 s400W <80i/ P405 005W <125V ITgvnlhpd datesteel h]tr Vs CIDHIMhsblPoyef OMtilzer Commerical snlutlsn cor nectng twn mod.unc per power 0o0rnosr Power Optimizer Model Module Power Modula Voc P600 s500W <06V P700 5700W <125V 'Rated combined STC power of 2 modules connected In juries.Module of up to+5%power tolerance allowed. Download J.vegmrt dtothvww.adMedge.u5groups/uslouverWe-power-optimizer trz 22GZO15 Power Opdmliw I StlarEdge Feature blgIgehb ofRNarEdga Power optM* v*: Per-module Maximum Power Point Tracking(MPPf SulterlareDerency Ig9.5%gawk aKciency.90.9%weighted^mctanCy) M189aOadrt Epos of muudue mismatchJow from menuhWr3q%toreros ro prtal grading geelgned tar exreme environmental condhone 26 year raltablllty and waren%/ Advanc d,reaIMme performance measaremont Automatic module DC voltage shut-dawn for installer and firefighter safety Embeddo6 by module manuadurera,or motor-Ord by installer%to cal and min-direr modules Fdwlpo innnSges Ina.O AO MOMS Rrmae COMM I Contact I Suburb. RSB Feeds I Tema&Condition hitp.IFaww.sot scedgeuakroaWtte/powerbox-MVO-aplimlier 2/2 ■▪N' I� SON SYSTEM APPLICATION RULES 26 MICRORAIL DESIGN & ENGINEERING GUIDE PAGE Non-Tile Roof Installs Tile Roof Installs Ecur eaten Flat, EcoFasten Tile Replacement QulekMaluM Flashing Flashing (A) (B) Overhang(in) Span(In) down up down lope lateral 1 24 72 25.4 33.1 9.7 2.9 2 21 64 28.6 41.8 12.3 3.3 3 iB 48 38.1 59.8 17.5 fl THE SFM TILE v:! r /la A`?c, SOLUTION IS CURRENTLY BEING (C) (D) REVIEWED AND Overhang(in) Span(in) up down lope lateral VALIDATED 1 24 72 38.1 46.9 9.7 n/a 2 21 54 38.1 59.7 12.3 n/a ©an= 48 38.1 59.8 17.5 n/a 01.CIS "4:1*_,i1,4+"•T;' ,w,.1 Mina ifii::;44 1;;tthi Car •indicate,values specifically provided for portions of arrays that may fall within roof apnea 2 and 3 that yield pressures larger than those provided in Rule 3 Desion Riite flefinitiona(refer to lel Motivate,army on the following ono/t A Max.Module Overhang-Length of module extending past the first or Last roof attachment of the row. B Max.Span-The span between MicroRail roof attachments. C Max.Trim Rail Overhang-Length of Trim Rail extending past the first or last roof attachment of the row. D Max.Span for Trim Rai (Measured between Trim Rail Roof Attachment) E Trim Rail is not required to be flush with the edge of the module.(/-Y is acceptable) F Trim Rai(overhang from edge of Trim Rail to edge of Trim Rail Roof Attachment.(3'min) G Module width is Wilted to39.37 in(1 meter)Reduce spans linearly for modules wider than this H Each section of Trim Rail and each module must be supported by at least 1 attachment .:: SFM FRAME SYSTEM APPLICATION RULES 21 w e MICRORAIL DESIGN & ENGINEERING GUIDE PAGE See Installation Guide for detailed system layout procedure. •indicates- SUNFRAME Microrait 3' A B ',indicates-SUNFRAME Microrai1T"9'Splice vindicates-SUNFRAME MicroraitT"9'Attached Splice •indicates-Trim Rail Roof Attachment B E D /�', -./ • I E 3x4 Landscape Array F 'r ••' IMSU" SYSTEM LAYOUT RULES 28 FRAMERAIL DESIGN & ENGINEERING GUIDE PAGE Basic Layouts The basic application rules for the SFM system are extremely simple. ~ 1 2h r , % # ii Base Rules: a All modules must be supported at four corners on the North and South edges. Except at row I.where Ithe south edge of each first row module will be supported by Trim Rail. DMaR A an • Anyintersection of module corners must be supported page 29 pported according to the following 1 Connection/Attachment Rules. ▪ 2v 4 . --% �2V • Alt MicroRails are oriented in an east-west direction(perpendicular to roof slope). I l Trim Rail Connection/Attachment Rules: X 3'MicroRalls: Supporting attachments installed at applicable spans pe design rules. (See table on page 26) Sample Layout A-1: 2x2 landscape array with 9'splice 1 Any outer edge module corner must be supported at the first rafter interior to the array. 2v 2 Modules Vertical:3'MicroRail-Interface between two modules oriented in the north-south direction in relation to each other whose nearest east or west edges are exposed. ~-1 5 = 1 �. 2h 2 Modules Horizontal:9'Splice-Interface between any two modules oriented in the east-west direction In relation to each other along the exposed north edge. (Roof attachment not required. See I detail A on page 29.1 -Detail B an ' page 29 i 3 3 Module Intersection with two Horizontal:T Splice-Interface between any three modules where two are oriented In the east-west direction in relation to each other (Roof attachment not required. 2v S 2V See detail A on page 29) i 44 Modules Intersecting at their Corners:9'Splice-Interface between four modules in a grid pattern Trim Rail (Roof attachment not required. See detail A on page 29.) s I 5 9'Attached Splice: Similar to 2h,2v,4 4,root attachment is required quired. pee detail B on page 29.) Trim Rail:Must be installed at the southern-most edge(first row)of modules.(A minimum at(1)1 rim Sample Layout A-2: 2x2 landscape array with 9-Attached Splice Rail roof attachment required per Lengthof Trim. See table on page 26.) FMSON SYSTEM LAYOUT RULES 29 MICRORAIL DESIGN & ENGINEERING GUIDE PAGE Module inte-,ecton >5" from c of rafter jlt -x a\-1 Ekistiny rafter 1 9" Splice 3" MIcroRall (1) Modules �rDetail AI, yDetail B 2v 4 d2v Dmit A:9'Sake at module Intersection 2v- Plurlulr m;erset hurl H ddh.m 5" or 0 of rafter Trim Rail - L.w,tirig ra'ler Trim Rall 9' Atte; lred kihre Sample layoutB-1: 2x2 portrait array with 9' ?10drrl;=: �� _ . r, ;_ _ ,rri wir •' Sotice Attached Satire Detail B'9'Attached$puce at maNle_lntersectian ••• SFM FRAME SYSTEM LAYOUT RULES 30 •• MICRORAIL DESIGN & ENGINEERING GUIDE PAGE n\_, IN__l, S\1 in'i..1 �1 3� x 2v�1 1- 2 3 2v 1 I Trim Rail Trim Rail Th., I i I Samote I avout C Landscape amv with 9' Sample layout R I ap{Iicope with 3'MIcroRail Splice attachments only 1 -1 1 1 zn �. x �. 11 �_1 1111\_1 1�� 1 Trim Rall #k x Trim Rail a \ Trim Rail — Sample Layout E: Mixed array Samole Layout F: Mixed array ' FmS0NCRORTECHNICAL SUPPORT 31 MIAIL DESIGN & ENGINEERING GUIDE PAGE Technical Support 8 you have further questions regarding the SunFrame Microftail product,please contact Unirac at info@unirac.com or 505-248-2702.The Unirac website has an online calculator(U-Builder)which when used, will direct you to a page with additional information regarding the 5FM product. SF INSTALLATION GUIDE _ ....qmpossics air III TABLE OF CONTENTS A-TOOLS F SPEP IFI(Al IONS B-SYS'I M COMPONENIS L SI STFM COMPONFNIS U S S LM COMPONENT) SWUM LAYOUT 1-E LASHING&SLIDERS 6-I Sr ROIV INSTAL I ATI ON H-MICRORAII.INS IAL U‘r ION 1-MODULE MORN I ING MICROINVFRTEP &WIRE MGMT 14 MI(ROINVFRI>R H WIEF MGMT. C-FINISHING TORCHES M-SYSTEM BUNDINC P.CHORNDING N-INPHASE SYS I I NI MI(ROINY FRI ER GROUNDINC] I�-(IL CODL EO IP_IANCE NOTES '--ERIE D CCR➢EIED MODUL'I IS Q-MODW E MAINTENANCE PUB2016APR26 as: SFM FRAME TOOLS & SPECIFICATIONS ■ ■■ MICRORAIr INSTALLATION GUIDE PAGE • • TECHNICAL SPECIFICATIONS: TOOLS REQUIRED OR RECOMMENDED FOR LAYOUT, SAFETY: ALL applicable OSHA safety guidelines Material Types FLASHINGS&ROOF ATTACHMENTS: should he observed when working on a PV All extruded components: • Hammer installation joh site. The installation and handling 6005A-161 or 6061-16 Aluminum • Marker/crayon of PV solar modules, electrical Installation and PV • Measuring tape racking systems involves handling components Hardware:Stainteat Steel • Drill with potentia'-'-lysharp metal edges. Rules regarding Bonding and Grounding:Integrated in • Pilot drill bit the use of groves and other personal protective Ni • lcrorair" (TrimraiLT"' and row to row bonding Pry bar equipment should he observed, • requires additional components) String line 1111111111111111111.11.11111.111 TOOLS FOR MODULE INSTALL: AlL SEM Hardware 20 ft-lbs • Drill and socket adapter or socket wrench • 1/2'socket Grounding lugs Per Page'NI" • 1/4'hex driver • Torque wrench ••• Sf M M CRORAII'M SYSTEM COINMPONENTS PAGE lh \ --_-) SUNFRAME MicrorailTM -3' SUNFRAME Microrail'M 9"Splice SUNFRAME MicroraiLTM 9''Attached Splice Sub-Components: Sub-Components: Sub-Components: I 3'Base 1. 9'Bate 1. 9'8ase 1. 3Cap 2 9"Can 2. 9 (p 5. (lamp Socket Head Cee Screw - (3)Clamping Socket Heap Cap%mews 5. O Clamp Socket Head Cao Screws 1 Bondme Pin 4. Bonding Pins 4 Rending PAs 5. HelM1 5 Helix 6 Tourer Functions: 6 Tower 7.. 6-5'Seder • 2,3 or 4 nodule stpport&connection Z 6T Slider • F module to module bending Functions: Functions: • 1 or 2 module support to roof 31-tot bmenl Features: • Module to roof and clime 1(moon altarbmcm is necessary • Armies(1rr-tilt pre assembled and ready for installation at splice point) Features: • .herk(Fp in deter mine mode e corn pat i Ci Bty • 6W module tmnmele ill/11116g • Arrives un-Site pow ssmnbled ani ready for installatior Supoor Is discrete nrmhWe LbiCkress lion a jmm to • check Gap to determine moil le compatibility 46rr in Features: • Spopm I,nrsnete moduli thicknesses from 5imm to • Receiving feahrre that allows simple rn000Le placemen[ - Arriveon-siten preassernbled and ready for instantatie (Miran tightening o`fasteners and eliminates ignitor niyoer • Clic(kiap to(legion ne module cunrpatih Itv • Beceiv1-gfeamre that allows simple module placement. • Supports dsemte module thrkness gran 5dnlw to tiylnpniig offesleners and elimlydies working uvei • Does not repute altathment to roof 46rtini mocu es. • Receiving feature that allows s lrnple module placement, tightening of fasteners and eliminates working over modules. S°" SYSTEM COMPONENTS III••' I MICRORARI' M INSTALLATION GUIDE PAGE HECK _ COMPATIBLE MOCKNE iII - - THICKNESS ! r Trimraitm Roof Attachment Trimrait" TrimraitT"Splice Sub-Components: Functions: Functions: I Idmrail root arts(hmmnt • rota low structural support • Font row Erie m at auppa'r 1 F3ot • Module mounting • Inctallatmn as r t6-0tv ovt • InstelUuon aid • Strucnralls conncLR e pletes ofIrin"C" 4 Sg erau locks - AoahMtc trim Coop e rw. • Features: 6 Clamp holt • Features: - Aligns and connects trimrail^'pieces I. ? Sigler • Aaron direrrlt ro t-fees - Corrparib!e with all Soma I's profiles Aliym and teem res module leading edge • Inn Mess installation Functions: • Awr i is ole for var out module he:grits • lltr(M 're roof SYtaMmcnt/fi3;hii • Suppers discrete module UIkM'e'LSS Nero Stamm Features: • Slots provide vertical adjustments m leveking Slider• provides no Uad um stetl9lunq-fir slope of Ir e rent .■■ SFMSUNME SYSTEM LAYOUT ■ ■■ MICRORAIL'" INSTALLATION GUIDE PAGE . - _ _ 1.Determine appropriate array location an • roof. I I MS 2. Select starting course of shingles (or I I; 1111 411I tiles) ' 3. Mark next row of attachments and I repeat for remaining rows © -NS distance equals module width+1" 1 I • + • • : 4. Locate 1st rafter closest to array edge (and inside array footprint)and mark 4---I0-; I 5.Find next rafter for attachment based on appropriate span I -Continue to end of array — a —' — —lb:— , II i „. • -Mark last rafter before end or array 0 Span ` 6.Mark attachment points on rafters along • i41 , i To STAGGER ATTACHMENTS:Shift each subsequent '-'T"' each NS module grid tine Ti row of attachments one rafter over. 7 Verify design based on span and • �E4 ' . • I • overhang rules 1 r • H• • See the Design and Engineering Guide for details on regional max spans and overhang. US' SFSON SYSTEM COMPONENTS ■ M MICRORAI11 INSTALLATION GUIDE PAGE V , \ � � cl' Aide ll- \\ <:.r �� Wire Bonding Clip w/8AWG MLPE Mounting Assembly Enphase Engage Cable Clip Functions: Functions: Functions: • Row to row bonding • Ser ure.y.mounts MLP!.to module frames • Securely attaches Enphase Engage tablet o muddle • Module to lrlmraiPM bonding • MLPE to module bonding flanges • Allows three(3)mounting positions to suit any rabre Features: Features: orientation • No fasteners required • Mounts easily to typical module flange Features: tat PE=Module_evel Power Electronic s • Resists sliding to reduce rahle slack eg.mleminvert cc cv uoraer optimizer .■■ SI� FRAME FLASHING & SLIDERS ■ ■■ MICRORAILTM INSTA[UTION GUIDE PAGE 1 .. ROOF RIDGE • L1 �► ' . PILOT HOLES: Drill pilot hates for lag FLASHINGS:Place flashings 1 screws or structural screws(as necessary) —'Mod NS+1.• Lgr7 / \ ss INSTALL SLIDERS AND • Mod NS+1' TRIMRAILTM ROOF ATTACHMENTS: \ Follow manufacturer instructions for flashing installation procedures • • • • • r INSTALL SLIDERS AND TRIMRAIL ROOF ATTACHMENTS: — . ' • Insert flashings per manufacturer instructions - Ni I 1.• 1 r t Spurt I r toner wnl .. nwn OF 4er nt i'I,r • Attach sliders to rafters • Verify proper row to row spacing for module size(Mod NS+1') fit`-�lE • Ensure that TrimrailTM roof attachments in each row have sufficient engagement with slider dovetails for proper attachment. I J L .■. sFM FRAME 1ST ROW INSTALLATION ■ ■■ MICRORAIL1M INSTALLATION GUIDE PAGE • • _, ALIGN FRONT ROW: TIGHTEN SLIDER: TRIMRAIL PREPARATION: Align front row TrimrailT" roof attachments with Tighten front row lag screw and TrimrailT" roof Determine overall length of TrimrailTM for front row. string line attachments dovetail damp bolt. Determine splice locations (if any) and TrimrailT" lengths required. 11°. �Cf INSTALLTRIMRAIL SPLICE BARS: Place TrimrailT" ATTACH SPLICE BARS: While holding TrimrailT" with front side up and firmly insert splice bar into sections in alignment, join sections together with TrimrailT",as required. splice bar centered at joint. See the Design and Engineering Guide for details on regional max spans and overhang. OS SFM FRAME MICRORAIL INSTALLATION ■ •■ MICRORAILTM INSTALLATION GUIDE PAGE I TRIMRAIL ROOF ATTACHMENTS & TRIMRAIL ATTACH TRIMRAIL TO ROOF ATTACHMENT: Attach INSTALL MICRORAILS: Install remaining Microrails ORIENTATION: TrimrailTM roof attachment should rail using 3/8'T-bolts and serrated flange nuts.Make at marked attachment points. Loosen dovetail have horizontal flange facing uphill for uniform row sure Trimrail'H is level across all TrimrailTM roof retaining fastener and push MitrorailrH to top of spacing and ease of lag screw assembly.On first row, attachments.After rail is level,tighten dovetail bolts slider.DO NOT SLIDE ALL THE WAY OFF SLIDER. position Trimrailm with module catch side facing to secure TrimrailTM roof attachments to sliders. uphill ar ar sarse .-es.1� ,I.,, �� —.Z�rmor,..-...yes r en SFNI FRAME MODULE MOUNTING ■ Sc MICRORAItTM INSTALLATION GUIDE PAGE • �,� --- ��- �i G arslat LAY IN MODULE(S): Install first two (2) modules on LAY IN MODULE(S): Module should slide into catch SEATMODULE(S): Ensure that modules are properly bottom row.Install downhill end of module into the feature of the Trimrail M. seated in top cap and base. Trimrail'"first and then position uphill 3'microrails to support modules. 0!r., man..0,-,FilEnt r voilariled atter each row of modules is installed. Refer to wire niarmgement section (Pgs.1 6 ki for detailed instruction, y s e ATTACH SPLICE:Attach splice at intersection of two FASTEN MODULES:Finish installing modules along TIGHTEN FASTENERS: l ighten fasteners to required (2)modules. row and tighten fastening bolts after entire row is torque. • Use attached splice if necessary. installed. • Ensure minimum module engagement using indicator marks. •U• SFM FRAME • MICROINVERTER & WIRE MGMT. ■ ■ MICRORAIL'M INSTALLATION GUIDE PAGE * . `.• MIME.' ., ,PRE-INSTALL MICROINVERTERS: Install MLPE in a 74/4 Location on the module that will not interfere with microrails or grounding lugs To use trunk cable most — efficiently, install MLPE components in the same locations on alt modules in the same row "' SFM FRAME MICROINVERTER & WIRE MGMT. ■ •■ MICRORAILIN INSTALLATION GUIDE PACE - '3/4., MICROINVERTER:Before installing a row of modules MICROINVERTER CONNECTION: Before securing WIRE MANAGEMENT: Verify wire management is place microinverter trunk cable, a module to the Microrails, install trunk cable complete after each row is installed. mounting clip on the connector block.Attach clip to module flange.Plug microinverter into connector. I is '. f. 1 Rilk'. is Or Si / . I • i t dS Tie a loose knot in the microinverter MICROINVERTER TRUNK CABLE. The trunk cable I IPS 6 TRICKS Twisting the PV module wires Engage connector wire to help manage the length. can be managed securely by using stainless steel and/or tying a loose knot can also help manage wire management clips attached to the module these wires. frame. .:: sFm FRAME FINISHING TOUCHES ■ ■. MICRORAILTM INSTALLATION GUIDE PAGE ikv- 0 40 TRIMRAIL BONDING: Attach a bonding clip from the TrimraiP"to an adjacent module.Fully seat bonding © ;.. „r clip until. radius portion is in contact with trim mating mating surface and module flange. J M f _'„�`j Atht 111 ` 0 41:4 p ■ i t ..». ;.i...t.., .. . . e. —-- N/S Bonding Clip:A N/S bonding clip must be used POST INSTALL HEIGHT ADJUSTMENT: Height adjustment of each attached MicrorailTM assembly can be to bond adjacent rows of modules together. performed by inserting a long 1/4'hex drive through the cap and into the helix.CAUTION:DO NOT RAISE THE BASE HIGHER THAN THE TOP OF THE TOWER. H v ••• SFM FRAME SYSTEM BONDING & GROUNDING ■ ■■ MICRORAILI" INSTALLATION GUIDE PAGE , Me 1.1 la all —I RR . . II 11.1 la --F 4:4., i 1 E-W BONDING PATH:E-W module to module bonding IIla :-[ II� -TI iswhich engage accomplished the 2 pre-instaLled hMingrr clips 1 which engage on the secure side of the Micrarailr" and splice. i I I I _t_T 1 1_ I 7 i I 1 _L i_ Ii I � lill3 ( li 1- TL11 - I1 Li_ i t_i.7.- IIUL . . i ' J Ill ,. ..., .. . WTEBLU6 4101. • O i", 'nitwit Urn linty C-. WIN Ilk '' e hJVI uhlkir 1e 011 IWIewniA 'FAMI ndo] (11E EIN I1CNQnE rt I- lettundo, and I ta➢C 1 0 q h.r L...nny ,.lue Ip 'oll mr n W m im 11.AN l 11111-Ib, 5 14 AW( ^11 1pa LUG DETAIL&TOROUE INFO LUG DETAIL&TORQUE INFO LUG DETAIL&TORQUE INFO N3 BONDING PATH: N-S system bonding is Ilsco Lay-In Lug(GBL-4DBT) Isco Flange Lug(SGB-4) Whey WEEBI ug (6.7) accomplished through a N-S bonding clip. Insert • 10-32 mounting hardware • 1/4'mountinghardware • 1/4-mounting hardware each end of the N-S bonding clip onto a module • Torque=5 ft-Lb • Torque=75 in-lb • Torque A 10 ft-lb frame flange. It is recommended that N-S bonding • AWG 4-14-Solid or Stranded • AWG 414-Solid or Stranded • AWG 614-Solid Only clips be installed on both edges of the array. NOTE:ISOLATE COPPER FROM ALUMINUM CONTACT TO PREVENT CORROSION System bonding is accomplished through modules.System grounding accomplished by attaching a ground lug to any module. ■:: FRAME ESYSSTEM MICROINVERTER GROUNDING ■ •• FM MICRORAILTM INSTALLATION GUIDE PAGE SFM EQUIPMENT GROUNDING THROUGH ENPHASE MICROINVERTERS The Enphase M215 and M250 microinverters have integrated grounding capabilities built in. In this case,the DC circuit is isolated from the AC circuit,and the AC equipment grounding conductor (EGC) is built into the Enphase Engage integrated grounding(IG)cabling. In order to ground the SunFrame Microrail racking system through the Enphase _.._ Microinverter and Engage cable assembly,there must be a minimum of three PV modules connected to the same trunk cable within a continuous array. Continuous array is defined as a grouping of modules installed and electrically bonded per the requirements of this installation guide. The microinverters are bonded to the SunFrame Microrait via the mounting hardware. Complete equipment grounding is achieved through the Enphase Engage cabling with integrated grounding(IG). No additional EGC grounding cables are required,as all fault current is carried to • ground through the Engage cable. .■ FUN UL CODE COMPLIANCE NOTES SM �ID MICRO ■ RAIL' INSTALLATION GUIDE PAGE SYSTEM LEVEL FIRE CLASSIFICATION The system fire class rating requires installation in the manner specified in the SUNFRAME MICRORAIL(SFM) Installation Guide.SFM has been classified to the system Levet fire portion of UL 1703. This UL 1703 classification has been incorporated into the UL 2703 product certification. SFM has achieved Class A,B & C system level performance for steep sloped roofs when used in conjunction with type 1 and type 2 constructions.Class A06 & C system levet fire performance is inherent in the SFM design,and no additional mitigation measures are required.The fire classification rating is only valid on roof pitches greater than or equal to 2:12 (slopes a 2 inches per foot,or 9.5 degrees). There is no required minimum or maximum height Limitation above the roof deck to maintain the Class A.B & C fire rating for SFM.SUNFRAME MICRORAIL's components that.be mounted over a fire resistant roof covering rated for the application. Module Type System Level Fire Rating M c o ail Direction 1 Module Orientation Mitigation Required Type l and Type2 Class A B & C !East-West Landscape OR Portrait None Required UL2703 TEST MODULES See page'11'for a list of modules that were electrically and mechanically tested or qualified with the SUNFRAME MICRORAIL(SFM)components outlined within this Installation Guide. • Maxium Area of Module=J 793sgft miii--7 • U12703 Design Load Ratings: a) Downward Pressure- 33 PSF J� 6) Upward Pressure- 33 PSF c) Dawn-Mope toad-10 PSF > • Tested Loads: / /, -- a) Downward Pi essure- SO PSF/2400 Pa /ii / pi Vii b) Upward Pressure- 50 PSF/2400Pa c) Down-Stone Load-15 PSF/720 Pa �rlLj � • Maximum Span=6R + • Use with a maximum over current protection device OCPD of 30A '. f LABEL MARKINGS ' F • System fire class rating:See installation instructions for installation requirements c�I� r . 1 to achieve a specified system fire class rating ninth Unfree. r • Unira<SUNFRAMF MICRORAIL"klisted CO UL 2703 r rtJ • ft sanufac ore. system are shipped with marking�indlcatinq care and location r P qp r of manufacture. r I r I— (` ,... $$ fig{ _ i /yam 2 INCH MNWM NODULE BIIYMBS(T "' SFM FRAME TESTED / CERTIFIED MODULE LIST ■ as MICRORAIL'M INSTALLATION GUIDE PAGE Module Manufacturer I Module Series IModel No.p000000410 I Part No. I Tnna ISM PACS 18 140-260W 115M xxx PAOSi8 TSM-PD0S 10/PD0518 455-265W 6M-xxx PD05.10 N/A 255-265W TSM-xxx P003.18 Canadian Soar C56V-M 225,250 (156V-XXX51 C56P P 250.255,260 C56P-XXXP C56K-M 265,220 C56K-XXXM (S3A-M 160-180 C55/1-XXX,C554XXXII 0-CEIL BONE PLUS HER 61.1 162,2J(2p) B.LINE PLUS BFR 64.1 XXX B LINE PRO BFR 64.1 247,262,2/J 8.LINE PRO 8FR 04,1 XXX 0 PI US-64 270,275.2ED 0 RI J5 XXX DPI IN RIR(Al 2/0 280 D PI Its BFR 641 XXX O,PRO BFR 641 260-270 O.PRO 8FR 641 XXX GYRO-04 155.260,265 0 PRO-64 XXX OPRII BFR 613 260,265 0PRO SFR 61.3 XXX 1nko 135.1708 265P 60 200,205,210./15,2% /25250.735240,245, IKM XXX P-60 250,255,260.265 1K51)00-265PP-60 200.205,210,715,720,725.250.255,240,245, IKM XXX P0-60 - 250.255,260,265 1151E200-/80M-60 200,205,210,215,220,225,230,235,240,745, 1KV XXX 14-60 250,255,260.265,2/0,275,280 Kyocera KU-60 260,265 KUXXX-6MCA LG Mono% 280,285,290 LG%XX 51C-L4 NeON 305,310,315.320 LG XXX NI 0-64 Yingli "GE ;70 265,760,255,250 V'. XXX 0-7% JA Snla' )A06 245-265 IAP6 60-XXX/305 AM6 250-270 IA516-60-XXX/SI Renesola a 1605e0 rno0„ss 150.255.260 Virtus Il ..... 1 L.6 Series Siiiiva MV Series 60 240-255 MO(XXX-60 Op[imos 215,280.285,290 OPS XXX-60-4-100 Sunpawer E-Series 327,310 E20-XXX-CUM X-Sories 335,345 - X21 XXX XSenes 302 X22 XXX-C-AC • MODULE MAINTENANCE ii•i IIDs0"MIC OR111AIL'R INSTALLATION GUIDE PAGE �, - a 1 Loosen Tsptice bolts approximately 2. Remove bolts and taps from 3` 3.Slide splices away from the module 4. Lift module and disconnect ML PE 3 turns,DO NOT REMOVE. Microrails and attached splices to be removed cables ( -,�S Si . "✓ 5. Remove Module, Reverse steps to /��S, ✓, replace module removed. y'�. t,-<" Bonding note: If both sides of array �-" -5--<.e. }'` are bonded with N5 Bonding Clips, ,,.„-c-,,,. .--<1 v^ .v as recommended,then no additional req honbing is required for module maintenance. e If necessary, on the row of modules containing the module being removed,one additional balling clip ,�/ ' et. e, �'" can be added to the edge of the army opposite of the edge with bonding clips already installed. )v �I' FMSON CONSIDERATIONS & MAINTENANCE ■ MICRORAIL TM INSTALLATION GUIDE PAGE ELECTRICAL CONSIDERATIONS SUNFRAME Microrail is intended to be used with PV modules that have a system voltage less than or equal to that allowable by the NEC.A minimum 10AWC,105°C copper grounding conductor should be used to ground a system,according to the National Electric Code (NEC).It is the installer's responsibility to check local codes, which may vary. INTERCONNECTION INFORMATION There is no size limit on how many SUNFRAME Microrails & PV modules can be mechanically interconnected for any given configuration,provided that the installation meets the requirements of applicable building and fire codes. GROUNDING NOTES:The installation must be conducted in accordance with the National Electric Code (NEC) and the authority having jurisdiction. Please refer to these resources in your Location for required grounding lug quantities specific to your project.The grounding/bonding components may overhang parts of the array so care must be taken when walking around the array to avoid damage.Conductor fastener torque values depend on conductor size. See product data sheets for correct torque values.This racking system may be used to ground and/or mount a PV module complying with UL 1703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included instruction PERIODIC INSPECTION:Conduct periodic inspections for loose components,loose fasteners or any corrosion,immediately replace any affected components. • AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Unirac, Inc Manufacturer: Jiaxing Pacific Energy Equipment Corp. No. 8 Haiwan Ave 1411 Broadway Blvd NE Hangzhou Bay Ddao New Area Address. Atldress. Albuquerque, NM 87102 Haiyan Economic Development Area Jiaxing City,Zhejiang Province Country: USA Country: China Contact: Klaus Nicolaedis Contact: Lili Zeng Phone: 505-301-3605 Phone: 510-979-1920 FAX: NA FAX: NA Email: klaus.nicolaedis@unirac.com Email: Izeng@ccmfg.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest,CA iyrnik`M-L Control Number: 5003278 Authorized by: j� Mfr for Thomas J.Patterson, Certification Manager Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This AUMvlialion a Maui in for Ine exclusive use of Mink'sGiant and is indeed pursuant to the Certification agreement between Intertek and MsClient.ImMM's responsibility and limn,ry are limned to ma lenge and conditions of agreement.Menet assumes no Medity to any peed.other Iran a Its Caul n accordance with Ile agreerr nl,for any mu.expense or mirage occasioned by he use of this AUtorizaty.to Mark.Only the Client is authorized to permit copying or diwlhr oe of this PNMnzaban In Mark and Men only in i6 entirety.Use J NIe,tSs GNAallon nark is reMMed to IM conditions led out in Me agreement and in Nis Aarllwizaton to mark.Any further use of the**dsk name for the sale or adwrligmmt of he lasted materiel.product or service must first be approved in writing by T¢M1ek.Initial Factory Assewass and Follow up Services are for Me purpose of assuring appcopnate usage olthe Certification nark in accordance 1111th he agreement.they are mol for Jit ouryoses of production pually contra end do r4 relieve the Client of their obigalens in this reeoect 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 Standard(s): UL 2703 Issued:2015/01/28 Ed: 1 Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels Product: Sun Frame Micro Rail Brand Name: Unirac Models: Unirac SFM ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued:5-May-2016 EO 16.18(1-Jamin]Mandela,/