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17A-016
211 SPRING GROVE AVE BP-2017-1004 cis*: COMMONWEALTH OF MASSACHUSETTS Man:Block: 17A-016 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 N BP-2017-1004 Project it JS-2017-001733 Est.Cost: $19778.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Grouo: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 12501.72 Owner: SCHIAFFO KAREN M&CLAUDIA E COOK Zoning: RI(100)/URA(100/WSP(283/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 211 SPRING GROVE AVE Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CH I COPEEMA01022 ISSUED ON:3/7/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 31 PANEL ROOF MOUNTED SOLAR PV SYSTEM - 8.99KW 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 3/7/2017 0:00:00 $7500 212 Main Street.Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File# BP-2017-1004 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE (413)331-0769 PROPERTY LOCATION 211 SPRING GROVE AVE MAP 17A PARCEL 016 001 ZONE RI(100)/URA(100)/WSP(28)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT e.t../6) Fee Paid p Building Permit Filled out �`Ipl Fee Paid Tvpeof Construction: INSTALL 31 PANE OF MOUNTED SOLAR PV SYSTEM-8.99KW New Construction 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 INFORMATION 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 D ••olif•hI- ay 3-6-/7 Signa • e of Bui •Ing Of ficial 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. (1 Z Deparhnent use only • City of Northampton Status of Permit: cat Building Department Curb Cut/Driveway Permit \ s 212 Main Street Sewer/Septic Availability 5• Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans ' phone 413-587-1240 Fax 413-587-1272 Plot/Si a Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Adtlress. /' (� Lot Unit This section to be completed by office 7.0 5?nft.q Grove Ave. on Z l �1 Zone Overlay District rl� 2 }��OeeltcR— , „ O)®F' elm st District oil District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Kart Sc1,:c.{fo th SpAA9 Grove- flIt Fjor€Ae - /10 OiC62 Name(Print) Current Mailing Adtl s �IZ-7Zo-36oR Telephone Signature 2.2 Authorized Anent: Nsr Cxz ititudostz,0 150 Padgette St, Chicopee, MA 01022 Name(Prm) Current Mailing Address: 117413-331-0769 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant I. Building $3, 955. igo (a)Building Permit Fee • 2 Electrical * 15 511-.4 o (b)Estimated Total Cost of l Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) $19 77$ op Check Numberbamm40 • *VS This Section For Official Use Only Building Permit Number. Date --- Issued. Signature: Building Commissioner/Inspector of Buildings Date tiWw9t1' 1 Section 4. ZONING All Information Must Be Completed.Permit Can Be Denies,Due To Incomplete Information Existing Proposed Required by Zoning This column to be tilled in'by Building Department Lot Size Frontage Setbacks Front Side L: R: L R: Rear Building Height Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved parking' #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 0 DONT KNOW 0 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 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 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Nfll 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 E-DESCRIPTION OF PROPOSED WORK(check all applicable) II New House ❑ Addition D Replacement Windows Alteratlon(s) Roofing El Or Doors ❑ Accessory Bldg. El Demolition U New Signs [C] Decks lO Siding[D] Other lEZE Brief Description of Proposed Work. Installation of roof mounted photovoltaic solar systems#of modules , Please mail permit in se f-ad.ressed envelope. Thank you Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ba.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? I Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i Is construction within 100 N.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 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject properly hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date I, Vjvjnt 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 He Ary fwtho/nvfttw Pdnt Name Signet re of OwlerfAgenl Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Net Applicable ❑ Name of License Polder: John A Jalbert CS070940 License Number I 0 P,._ette St U ' : h'co.ee MA 11022 03/25/2017 Addreean j Expiration Date /� 413-331-0769 - Sig Prre - Telephone 9.Reolstemd Nome Improvement Contractor: Not Applicable ❑ Vivint Solar Developer/John A Jalbrrt 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.G.L.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 ❑ Na ❑ 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 Oficial that he/she shall be responsible for all such work performed under the buildinv 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 L Department of Industrial Accidents I Congress Street,Suite 100 - 1 =' Boston, MA 02114-2017 www,muss.gov/dia - 6 arkers'Compensation Insurance Affidavit:Builders TO RE FILED WITH TUT PERSIL t[INC AUTHORITY. Applicant Information Please Prost Legihiq Name(Rusines IOrganaatim✓Individua0:Vivint Solar Developer LLC Addreb6:1800 W Ashton Blvd City/State/Zip:Lehi,UT Phone#:855-877-2974 Are you m employer?Check the appropriate bot Type of project(required): Il am Oemplover with 217 employees(Nn sndrvr pan-time." 7. El New construction 20 arta sole bottrietor o pa_-mshtp and have no employees working foe int in 8. [3 Remodeling any capacity_[No'markers'come.insurance required.] 30 I am a homeowner doing all work myself[No workers'comp.insurntn mquuedl t 9. Demolition 401 am a homeowner and will be harms contractors to conduct all work on my property. I will 10❑ Building addition ensure that all contractors athee have worker^c mtpemaoon insurance w re wte I I.0 Electrical repairs or additions poprznoa with no employees. 12.❑Plumbing repairs or additions 50 I am a general contractor and have hired the sub-contrunars listed on the attached sheet DRoofr ai These subconma:tors have employees and have workers'comp.insurance.! r-I IS We acorporation and as officers have exercised cheirright of exemption per MGL e. I4.IJ Other 152,51 pH,and we have no empl yeea.[No workers'entrap.insurance requir d.3 *Any applicant that chefs box PI must also nil out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they arc doing all work and then him outside contractors must submit a new affidavit fnidicabng such. !Contractors that check this box must Mauled art additional sheet showing the name of the sub-contractors and state whether or not those entitles have employees If the sub-contractors have employees,they most provide their workers'comp policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is me policy and job she information. Insurance Company Name'Zurich American Insurance Company Policy#or Self-ins.Lic.e:WC509601302 Expiration Date:11/01/17 Job Site Address: "ill critq Gcbve- Pvt.- cityrstaterzip: 4 O(66Z Attach a copy of the workers'comped ation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGI.,c. 152,§25A Is a criminal violation punishable by a tine 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 tine of up to$250.00 a day against the violator.A copy of his statement may be forwarded to the Office of Investigations of the DR for insurance coverage verification, 1 do hereby cenif., I into - • .. o t rjury that the information provided above is true and correct. Si nature: Date: 11/212-0, (t'# Phone#:855-877-' 4 _ Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License N issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector d.Other Contact Person: Phone N: eMassachuse0s-Department of Public SaMy Board of Building Regulations and Standards Cnnatrucdnn Superciaor License:C&070040 Jabs AJdbert '••,a. Jyl suMSratedd 1 WEST SPRIRCPft J.L.d,6yn.,rls•' a Eapiratien CanvnlalNalN OMY1017 of 151111010-6319049 *UCSanDfegoExtension gig w in tanONklwMEllleamw,.SInUrf OW) • Thiseardeeniliesthal JOHNI,AL. RT • has completed a ID-Hour OSHA Haeard Recognition Training for the Construction Industry. $1 01/25/2014 Director.Scott Mackay Trainer.Taylor 51kee Grad.Dale. ACO CERTIFICATE OF LIABILITY INSURANCE DATE IMSVDNYYYY) La/ 01/19/2017 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/leu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME. 1225 17TH STREET,SUITE 1300 WCNNo Ertl INC,No): DENVER,CO 80202-5534 E-MAIL -- Attn Denver.CertRequesl(g5marshwm I Fax.212-948-4381 ADDRESS: I- -- INSURERS)AFFORDING COVECE RAC p_ INSURER A:Axis Speciary EMIR INSURED INSURER R:wnCM1 Am¢liWnlnsurdnCe Company 16535 Vivint Solar,Inc -- - Wont Solar PowderDeveloper LLLCLLC INSURER C:American Zurich Insurance Company 40142 ViVN15n drProviCINSURER 0:N/A IN/A 1800 W.Ashton Blvd. Lehi,UT 64043 INSURER E: INSURERF. _ —. COVERAGES CERTIFICATE NUMBER: SEA-00292038114 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. TYRE OF INSURANCE — AUUHSUDRi POLICY EFF PODGY EXP INSn'WJO PODGY NUMBER IMYI i IMMN• DM13 A X COMMERCIAL GENERAL LABILITY 3776500117EN '01129/2017912017 111/61/2016 DACH MAGE TORRENCEENTED 1,000.000 DAMAGES) RENTED CLAIMS-MADE OCCUR 1,Cgp C00 L EXP(My occurrence) MED EPP(Any me person) 1 10,000 _. _-_ _ I PERSONAL&ARV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER'. GENERAL AGGREGATE 2,000,000 % POLICY, I PRO- r JECT I LOC PRODUCTS-COMP/OP AGG1 1,000000 OTHER B /AUTOMOBILE LweILITr BAP50960150211/01/2016 11/01/2017 COMSwSDsiNGLE HOMY 1,000.000 % ANY AUTO BODILY INJURY Ppefson) AUTOS OWNEO SCHEDULED • BODILY INJURY(Per scariest) AUTOS ON-OWNED PROPERTY DAMAGE K HIRED AUTOS AUTOS (Per accident) i ComplOoll Ded 1,000 A % ' UMBRELLA UAB l X OCCUR 3776500217EN 01/29/2017 11/01/2018 EACH OCCURRENCE 1 50010,600 % 1 EXCESS LAB I1 CLAIMS-MADE GL Only AGGREGATE i I S,OC9,0.r0" DEO I RETENTIONS G WORKERS COMPENSATION IWC509J0^ 1302 11/01/2016 11/01/2017 I % PER i OTH- ANDEMPLOYERS'LIABILITY - STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED' YIN AZ,CA,CT,FL,HI,MA,MD,NJ, E.L.EACH ACCIDENT 1,000,000 (Mandatory N NIA/ _ (Mandatory to NN) NM,NY,PA,SC,TX,UT EL.DISEASE-EA EMPLOYEE 1,500030 B IIphCRIPI1ON u'Or OPERATIONS below WC509601402(MA) 11/0112016 11/01/2017 EL.DISEASE-POLICY NWT 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES IACORD 101,Additional Remarks&Mdse,may beau ched II more space b required) 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. AUTMOR2ED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe /�.Lr!(.R.Ar. 104.9.11e. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and Togo 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 Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com james.walsh@vivintsolar.com [lint karren@vivintsolar.corn February 27, 2017 Re: Structural Engineering Services Schiaffo Residence 211 Spring Grove Ave, Florence, MA 5-5357922; 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 VisitNerification 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 roof 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 Section 1: Dimensional lumber - assumed 2x6 at 16" on center. The attic space is finished and photos indicate that there was no free access to visually inspect the size and condition of the roof members. The interior horizontal length of the rafter used for design verification is 10.26' with an additional 1'eave. • Roof Section 2: Dimensional lumber-2x6 at 16"on center and 1x8 collar ties at 16"on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. The interior horizontal length of the rafter used for design verification is 14.37' with an additional 1' eave. Based on the span of the existing rafters for this roof section, a structural upgrade is required to strengthen the root system. Approved Structural Upgrade Options The method to be used shall be determined by the Licensed Construction Supervisor (CSL) under my direction and based on actual field conditions such as access to the attic and location of load bearing walls. 1. Knee wall or Purlin constructed of either 2 x 4's or 2 x 6's with a top and bottom plate attached to the rafters and attics joists respectively, shall be placed in the attic within 12" of a load bearing wall below the attic. The maximum permitted angle of the Knee wall or Puffin struts shall be 45 degrees. 2. Full length sister rafter shall be installed from the ridge to the exterior wall same size as the existing rafter. The sistered rafter shall be nailed with 12 penny nails in a staggered pattern every 18". One splice in the new rafter may be permitted if plywood mending plates (min 24"in length) are installed on both sides of the rafter with 3/8" carriage bolts. Minimum of 2 bolts are required on both sides of the butt joint with construction adhesive utilized. 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. Page 1 oft Mvint• Page 2 of 2 A. Loading Criteria 9.13 PSF= Dead Load (roofing/framing) 2.59 PSF= Dead Load (solar panels/mounting hardware) 11.72 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 41/2' 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 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) 64 64 64 64 64 64 Max Uplift Load(lbs) 159 131 125 268 221 210 C.Summary Based on the above evaluation,with appropriate panel anchors being utilized the root 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. Regards, ���???���///IIISSSTT7/`4:74: ��A - Jon P. Ward,SE, PE 4 MA License No. 52584 a cz NO. 525. j� F9FCl5TE11949 SS/NAL ENG 41, pc PPP'? vivint. 4 Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) DC System Aa 0990 Tag U Sesoi pm Are neu uuyColor CoGauge pCoMoir Co Sue AC System Sire 7500 PV Wire IO AWL21ot Vr.VN/Aired Typer NM-Free Air a Air Total Module COM!. 31 I Rare Copper Ground(EGC/GEM 6 AWG 1 RARE N/A Free Air N/Acree Air g Pr 0 3e 2 THWN-2 10AWG 4(2VA,2V1B/R PVC 1" 2THWN-E Ground BAWG 11GRN) PVC rg tj £ e_ OMAN-2 SAWL 31131 132 1N)BMW PVC 1" 3 THWN-2-Ground 13 AWG )(GAN) PVC 1" — ¢ y o THWN2 6AWG 3(131 11_2 1N)R/R/W PVC 3 'N 4 THWN-2-Ground BAWG )(GRN) PVC 1" n C C cn 33/41. Solar Edge gm SEMUDAWS metdoem Amonnert is o< pio,de S £ n_ `witch 70p.m5 INN 705 INN to NsEC 1017 sPuareDDiRxna w ce w 340V/604 Fused ^t w m NEMA3 or tent e = r ev 0 - WO 73N vane . _ i £ M STRINGS 14 a — M SHEET MODULES . M...■ U y/ I / NAME: • vg n ©"'*III L'II 'i. r I/ �, o,nRr 3 )) :e L STenM1.17 Py a W a SHEE iA ✓j ✓. Wound Sphoe NMI NUMBER' LRTER NWMmoo WAni - — ntevM soieiywry0ie'Pmte AC • n CopperPwG DC Safety Switch PL.'module Rating@SIC Conductor Calculations Rated for max operating condition of Module Make/Model IAMB{K)-h(1-290/Pfl _. ry i inverter.NEC 590.35 compliant Opens all Mat Power-PointLurrent imp) 9.12 glias -Wire gallgeCalculated from NEC code 310.15(8)(10)with ambient temperature calculations tohaga Y.ryY 3L8 IYd f NFC 330,. (111L .A IL/Wounded I MaP - - N Op C Voryage!Va} 393E V'd On RaT atals WCis$t { 35 c+f.M- - tryx' - $'u Optimizer Soto edge P3W SN -C -Current{6c 9.57 Amor4 t I f 330.S 8113)O fa! nts from 90 C15(8/0 a o ( For'OffH ! conductor= the25C d p ry the90C Columncup Ty etF Lg DC Mput Power 300 Watts M Series Fuse(OCPO) 15 Amps the levantb' temperature and raceway fill adjustments,begrewhichever is less. Nre 8 a OC Max.Input Vintage 48 Volts Nom.Max.Power at STCI PMax) 290 Watts The rating of the conductor after adjustments MUST be greater or equal to,the continuous ,H ,., z. OC Max.Input Current 12.5 Amps Max.System VuOUBc 1000V DC OLC) duty uprama output current. ,,, t DCMax Output Currant 15 Amps VOL Temperature CoeffiLent -03 lg/C Mjuctmtnt Fiample-WIreu5..56Mt]x Ambient Temperature Adjustment a COMuli Fla Max.S4Mggatm 5256_watts - Adjustment 2-# -re Output for 40A. ) Imgrter Make/Moeai SRtbWhU5 ACOWput Current According to NEC690.0{8))33 338.1 Amps (On RootTag2} S gaugetlfwCA. 004v¢}ItGB(4('OodXtas}=22RAae Nominal AC Voltage 1. 240 I Volts 18 75 A AC Operating Volta:a 340 Volts THISPANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLARI (ON Boot,Tag 3).8 gauge wire rated for 50 A, 5 Ax=39.58A (Off/1555)5 Saga)'6gaugewlre rated0 10'65 A, 6g 4o-=39584 Rooftop designedconcludepanties in compliance with NFC Short foul[current 40 Amps 16908,3nbles 31O.15S3(2$O).3101548(2)41,330,151811304 �.m m Ma.Output Fault Current 40N2.0,,i 1310 I518'f,36A Chapter 9 Tate 4.5.a 9.Loacat'.1n speN _ temperature obtained from ASHUE 7013 data lawn c HSMnAt 2013- : M1 LHowestl Monthly. e 2%OB.Design.i26.9 332'C C. Lowest Min.Mean Extreme 1.8:469°C ry I ON no OCPD Calculations a. 8 �B .m Y rversoP m current based sr - Ietvm.Un td-AO 25yNaL.con29tYLA 666 Inverter 1'.SE2600 ALSU Max Output=3162 Ax 125(NEC code 210.19(4)1111a') nV=39.58 A a 40 A MUM system output current w/conemuous duty-3958 a 404 System OCP0( th cr Z ( otttee Notes l i 2 r SHEET •All interior raceways tarring OC current a hall 0e metallic. NAME'. it All ampaciry calculations are made in compliance with NEC 220,50..49 and below Is rounded down to O.and.50 and above ere rounded up. 4a▪ u 366 NUMBER: er tis 4 4 N � ._._.—_—.—.—.—_—_—.—.—.—.—__.—.—.—.—_ 9,. p . ..,, Ngn ca- N p w � PV SYSTEM SIZE: O Q wimxv a w 8994kWOC i CF § � yot a £ m s 11) �.. W \,,z1i u O & t 8 - Z gDaaE .wo,E. WI SI at Ma o `� J Z CMG MCHNIMe YY"ED KEEP Roof Type COMP SHINGLE ,w W tL! \It1 '5 R. 1 RRod Setlion I Q y\I O •� S 24 O Wooaeniona I \* \\7� M // a \ \i N, , R 4 0 ' ry %7 ` Li O %% %j Ai 3 CO a 1\1 � %%% SHEET NAME iii 2 � _.—.—. SHEET EE Nuo e ya PV SYSTEM SITE PLAN SCALE.mar=1I-0' > a � fiP Ili 00 Ilk Ir. vog 7 5 / SFM-TRIMRAIL WITH '\SFM- ROOF ATTACHMENT 2 SFM -3"RAIL ®SEM-9"ATTACHED SPLICE SFM-9"SPLICE SFM-TRIMRAIL ( 6"ROOF ATTACHMENT C30,”xT TO SCALE •N 3.91 wm muw. 4( 30 n5 3.0 10 AO SCA E W 3007 NEVE iE .7. \ LA OF U 03 ELA 111 OAF 1 etc rye c �4 X .. X X X R wn yE.rt.EE",PHE 1 kE , I j)SECTI�ON VIEW �PV 575 EM MOUNTING DETAIL '" 7. , _ N 3.0 x° `-u` fCWno.prtncxu[xi + / pV._ " yB r AAA; Or cw"uua aNIIIPPlireee 's COWLING C FM.A30 I '� IIII MI In .� SEE, 330(03 F 777 IIIII Ell MOW E III V "" ow Mo 6HEET E MODULES IN PORTRAIT/LANDSCAPE g3. I .,P .xwi. ®SFM LAYOUT N xa.rvvxE cwna srnciw rw.mw,E a t IP UNIRAC U-BUILDER PROJECT REPORT VERSION.1.6.4 MAR 03,2017,08:11 PM PROJECT TITLE: NONE PROJECT ID:33DEEOF6 Name. None Designed by acardwell Address: None SUNFRAME MicroRail 2,0 City,State' Bay State Village,MA,01062 31-230 Watt Panels Module: 'Typical Custom 537 Sq FL 230 Watts 7.1 kWs UNVALIDATED MODULE SIZE-The module selected was based on a typical or custom module size.DO NOT USE this information to purchase or install without verifying the exact module dimensions. BILL OF MATERIALS Legend:ease System f Part Accessory Part Suggested Unit Price Total List Number Part Type Description Quantity Quantity (USO) Price(USD) I008015 N-S Wire Clip WIRE RND CLIP 11 11 2.77 30.47 10300270 Lag Bolt HDW LAG BOLT.5/16 X 4 55 55 0.79 43.45 10040160 Flashing SFM FLAT FLASHING 55 55 13.91 765.05 1240904D Roof Attachment SFM TRIM ROOF ATT ASSY HEX 14 14 14.20 198.80 1008009P Grounding Lug ILSCO LAY IN LUG(GBL4DBT) 1 1 8.40 8.40 BASE SYSTEM ACCESSORIES TOTAL PRICE $0.00 ' $1046.17 $1046.17 S0.00 PER WATT ', $0.15 PER WATT $0.15 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. 1008015S WIRE BND CUP NZ Wire Clip TBD 11 I I 0300270 HOW LAG BOLT,5/16 X 4 ZincLag Bolt plated steel,3-1/2"length,2-112'threaded length,5/15"shoulder diameter. 55 Confirm Mat bolt strength and penetrating length can withstand the maximum loads of for your application. 1004016D SFM FLAT FLASHING Flashing r Includes flashing,attached gascet washer,and square aluminum washer only.(12"x 55 B").Lag bolt and rail attachment component sold separately.NOTE:about other flashing options I 2409040 SFM TRIM ROOF ATT ASSY HEX Roof Attachment a TBD 14 I 008009P ILSCO LAY IN LUG(GBL4DBT) Grounding Lug For electrical bonding of PV modifies and rails.Accepts 4-14 AWG copper wires.Tin 1 plated copper body,1/4"stainless steel fasteners.NOTE.about other lug options • U N I RAC U-BUILDER PROJECT REPORT VERSION.1.64 MAR 03,2017,0911 PM PROJECT TITLE NONE PROJECT ID: 33DEE0F6 Name: None Designed by acardwell Address: None SUNFRAME MicroRail 2.0 City,State' Bay State Village,MA,01062 31-230 Watt Panels Module: -Typical Custom 537 Sq Ft. 230 Watts 7.1 kWs UNVALIDATED MODULE SIZE-The module selected was based on a typical or custom module size.DO NOT USE this information to purchase or install without verifying the exact module dimensions. ENGINEERING REPORT Plan review Inspection SUNFRAME MicroRail Product: 2.0 Loads Used for Design -Budding Code: ASCE]-10 Module Manufacturer: JA Solar -Wind Speed: 90 mph Model: JAM6(K)-60-290IPR -Ground Snow Load: 40 psf Module Walla: 230 watts -Seismic(Ss): 0.17 Module Length: 64.50- Module Width: -Wind Exposure: C Module Thickness: Loads Determined by Zip Module Weight 40.6016s Roof Pitch: 6:12 -City,State: Bay State Village,MA Building Height: 15 fl. -Wind Speed: 117 mph Roof Type: Shingle Special Wind Region -Ground Snow Load: 40 psf Total Weight: 1264.60 lbs Total Number of Modules: 5 Total KW: 1.1 KW Array Area: -86.7 ft2 NS Dimension: EW Dimension: -10.3 ft Rafter Spacing: 16 Design Pressures(psf) Zonal Zone2 Zone3 -Up -10.9 -21.7 -33.8 -Down 21.9 21.9 21.9 -Side 9.2 9.2 9.2 -Lateral 05 0.5 0.5 yr Maximum Point Loads Zonal Zone2 Zone3 MicroRail Design Rules Zone) Zone2 Zone3 -Up(lbs) -214.7 -314.6 -240.0 Max Cantilever On) 24.0 21.0 10.0 -Down(Lbs) 431.4 317.5 155.5 Span(in) 72 64.0 32.0 -Side(Ibs) 181.2 133.4 65.3 Trim Overhang(in) 24.0 24.0 10.0 -Lateral(Ibs) 9.8 7.3 3.5 Trim Span(in) 72 72 32.0 Effective Area(ft) 19.7 14.5 7.1 Total Number of MicroRall Design Rules Zonel Zone2 Zone3 Modules: 26 Max Cantilever(In) 24.0 21.0 10.0 Total ION: 6.0 KW Span(Ln) 72 64.0 32.0 Array Area: -450.7 R2 Trim Overhang(in) 24.0 24.0 10.0 NS Dimension: -10.7 fl Tnm Span(in) 72 72 32.0 EW Dimension: -43.0 ft Rafter Spacing: 16 Design Pressures(psf) Zonel Zone2 Zone3 -Up -Down 21.9 21.9 21.9 -Sitle 9.2 9.2 9.2 -Lateral 0.5 0.5 0.5 Maximum Point Loads Zone) Zone2 Zone3 -Up(lbs) -214.7 -314.6 -240.0 -Down(Ibs) 431.4 317.5 155.5 -Side(Ibs) 181.2 133.4 65.3 -Lateral(Ibs) 9.8 7.3 3.5 Effective Area(fl2) 19.7 14.5 7.1 vivint.Solar PFo,e a AMENDMENT TO THE RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT CU STOME R NAME AND CONTACT INFORMATION : .-:-e Karen Schiaffo �dcee.211 SPRING GROVE AVE FLORENCE MA 01062-1006 ce No 5357922 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: PLWVILP Printed Name: Philip Warren Printed Name: Karen Schiaffo Salesperson No.. Signature: Amendment Date:2017-01-25 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. cc solar - • • = w N_ SolarEdge Power Optimizer 2 Module Add-On For North America P300 / P400 / P405 CL O Cr W O CL APPIP PV power optimization at the module-level - Up to 25%more energy ▪ Superor riffle arty 199 5%I — MLpge tes all types of niodiee mismatrnlosses from manufa rruriac rnl erance to pare al sir ed ing — Flexible rysrern design for max mum spare upmalor — Fast lncrailahon wdn a singe bot - Net generation maintenance with mixture lever monitor ng - Mos%P level voltage shutbowc for installer end flrefigh ter safety USA - GERMANY - II-MY - FRANCE - JAPAN - CHINA ISRAEL AUSTRALIA www.sol are dge.us solar - • . -- SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 0400 P405 (Sr go-cell modules) (for 720%%ell modules) gar min mm modulo) INPUT Rated Input DC Powm`I 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8.80 12.5-105 Vdc Maxlmum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 93.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current - 15 Mc Maximum Output Voltage SI 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer I 1 . Vdc STANDARD COMPLIANCE EMC ILL Yart15 Class B,IEC61000.6.2,IfC6I000-6-3 Safety IEC621o9-1(class II safety),UL1741 Rolls Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx 2 serves 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(WE L a H) Pxrs S sears 128 x152 x27,5/ 1 123x152 x35/ 118x152 x48/ mm/in 5x5.9/x103 5x5.97x1.37 5459/x189 Pxxo1',irIe 950/2.1 gr/lb Weight(Including cables) Pxxx-5 xnes 220/11 1 930/205 1 930/2.05 gr lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated,MC4 Compatible Output Wire Length _ 0.95/30 ...I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-.185 Protection Rating I Pun-2 series IP65/NEMA4 Pxxx 5 series IP68 1 NEMA6P Relative humidity 0-100 % PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERIA Minimum String Length g 10 18 (Power Optimize%) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12250 W Parallel Strings of Different lemons Yes or Orientations wf mi 00.00 P mix PPP"'Xi mo P4PPPcoorvmm.=.rwmr CE 0 cn solar CC u., SolarEdge Single Phase Inverters For North America U_I SE3000A-US/ SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/ SE10000A-US/SE11400A-US r 1 • 12-25 'y ada": • t • • t: • • The best choice for SolarEdge enabled systems • Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance - Superior efficiency)98%) - Small,lightweight and easy to install an provided bracket • Roar in module-level monitoring - Internet connection thrnugh Ethernet or Wireless - Outdoor and indoor installation - Fired vo.lage inverter,DC/AC conversion only - Pre assembled Safety Switch for faster installation • Dotionel-I evenue g-ade data,ANSI 012.1 USA-GERMANY-ITALY-FRANCE-IAPAN CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us solar - • . - Single Phase Inverters for North America SE3000A-US/SE3800A-US/5E50004-US1 SEBOOOA-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3060A US SE 3800A-US SESODOA US SER000A-US Sf7600A-US' SE10000A-VS SEI1400A-US OUTPUT Nominal AC Power Outp0 3000 3300 504106000 7600 9980@208V 11400 VA 1.00011 9240V Max.AC Power Output 934150 rw 211PV 5000 8350 1180 :700V 00 12000 VA Sn511p3n1ry 10950M]4W AC Output Voltage Min.-Non-Ms'!" I I 183•208-229 Vac AC Output Voltage Min.-Nom.-Max.`" J ! / / / J AC Frequency Vac AC Frequency Min.N .Ma2n 593 60-60.5 iwitn HI country seln"g 57-60-60if .0 Max Continuous Output Conant 12.5 16 24 298V 25 32 411 @ 208V 47 5 A 21 p Ca1240V 42 X2409 GFDI Utility Monitoring.laanomg Prme.noo.Country Conogurahre Tmeshmrli ve, Rs INPUT Pecummen0eo Max DC Power' 3750 4750 6250 ii.11 9500 12400 14250 W (SW) Transformerless.Ungrounded Voltage . ax Input Voltage 5110 Vdr Nom.OClnput Voltage 125!@208v,/350 La 240V Vnr Max.Input Cunentl'r 95 13 I1155.SM 5 L0208V24W 15 23 33 a209V 30502400 345 Ads Max Input Shun Circuit Correnl 45 Adr Peuerse-Polatty Protection Ves Ground-Fa ni Isolation i Detection 600Iv5emrliv"v Maximum Inverter EtlicencV 977 911.2 983 983 98 98 93 % CfC Weighted Efficiency 9/5 98 975P 208V 9/5 075 97&1208V 975 % 98 a 240V 97.5 M 24CV NrgDpme PoweroT7n <2-5 c4 W ADDITIONAL FEATURES Supported Communication nter6tes A5485,P5232,Ethernet,2igaee loptional) Revenue Grade Data,ANSI C12 1 Optionall" neprd Shutdown—NEC 2014 690.11 rum-tonality enabled when 5oIa'Edge rapid shutdown kit is instilled"" STANDARD COMPLIANCE Safety ut1741,01169913,U11998,CSA 22.2 Grid Connection Standards IFEF$47 Emissions KC Of t1S class 9 INSTALLATION SPECIFICATIONS AC output condult size/AWG range 3/4'nlininmm/16-6 AWG 3/4"minimum/8-3AWG DC input conduit size/p of strings/ 3/4"m nimum/13 Cnngs/166 AWG 3.14"minimum./1-2 strings/14.6 AWC PWG range, Olmemlons with Safety Switch 3¢5x125x7/ 3055125x75/ hr/ 3r1 5x125x105/775x 315v260 1Hreight) 775x3:5x172 775 x 315x191 mm Weight with Safely Switch 51.2/23.2 547/24.7 8B 4 j 4C 1 Ih/Fg Cooling Natural Convection Fairs fuser replaceable) Noise <25 <50 OSA MN-Max Opemnng Temperature -13 to-140/-2ito-60(AO to*60 venlun avadable") Pange Prolecnon Rating NEMA 3R z4•. r ../N. Nar mwo,.cuanem m.nnv.w.5.nrw. Of ; MI RoHS 2/202015 Power Optimizer l SdarEtbe m1m_a. A.'MINI ,:, i Enguvf mart Amencal Sear:n Fallow Ls CORPORATE SOL no NS PRODUCTS r0 ORDER BLOC V G IP MP P. • r c2-14: „ LD A / A • Power Optimizer Inverter Monitoring Power Optimizer 5hain ' SolarEdge Power Optimizers The SolarEdge power optimizer to a a DQPC converter when is connected by installerseach PV module or embedded by module manufacturers, replacing the baditonal solarlunmon box. The SolarEdge poweroptimizers increase energy output from PV systems by constantly tracking the award maximum pow r point (MPPT) of each module Individually. Furthermore. the power optimizers monitor the performance or each module and communicate performance data to the SolarEdge monnonng poral For enhanced.cost-effective module-evel maintenance.Each power optimizer equipped with the unique SareoC••feature which automatically shuts down modules'DC voltage wheneverthe inverter or grid power is shut down. ,i....i The MPPT per module allows for flexible installation design with multiple orientations,M6 and module types in the same suing. When working with SolarEdge Inverters.SolarEdge power optimizers automatically maintain a fixed suing voltage,allowing installers even greateraexibilily with longer strings and strings of different lengths in order to design optimal PV system. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and nave a 25 year warranty. Tlw fnlowin0 power optimizer models are avmilable- Menai Module Add-0n Pawn Grbmuaq Connected by in stalle's to tee Pb modale aria cnmpn:,blp with a wide range o TOO ules Power Optimizer P Model Module Power Module Voc F300 5300W <46V P400 e4OOW <80V P405 4405W <125V grrllgcu 4i!t e: e.,r0110almmnficl(Power tarso gy Com^rr..vel saute 7r corrocs g aro mon.,iey per pio erc..em ser Power Optimizer Model Module Power Moble Voc P6C0 4600W' <96V P700 5700W <125V •Rated cant ned STC power of 2 modules connected in series.Mod to of up l0 45%power tolerance allowed _.-;txraj1-idblrLi Ntpllwww sdaredge.ueigrotpsluslpowabox-paver-optimizer 12 22012015 Pews C$tnz r)Sal arE e Feature MaMMN.of SobsrEdfse Power optimiser/4i Per-module Maximum Power Point Track;ng(MCP-VI Superiorelficlancy(99.5%peak efficiency.Wkil%weignled effciencY) Mkga@a WI typeset mocoios mismettNosa,from mmnurachme g Merano,to permit eluding Designed fro axlreme estwonmental conations 26 year reliability and war eery Advanced,mai-time performance meesuement Aubameilo mcdule DC voltage shut-down for Installer and firefighter safety Embedded by module malwtaarc,orconnemed by Ies,a9era to c-al end temeire modues Ftlx¢ep rynhmlgMn me e)All kW,Romaine Comes I Contact I Mlbscrb I R8a Sendai Tums•Condptone MQrlhwww.edsxge.usigrolpelUa/pwasbdx-pwvs•op rnIzs 2/2 ;o' FMSON SYSTEM APPLICATION RULES 26 M CRORAIL DESIGN & ENGINEERING GUIDE PAGE Mon-Tile Roof Installs Tile Roof Installs EcoFasten Flat, EcoFasten The Replacement QulckMaunt Flashing Flashing (A) (B) Overhang(in) Span(In) down t, up down sloe lateral 24 72 25.4 33.1 9.7 2.9 2 21 64 28.6 41.8 12.3 © 18 48 38.1 59.8 17.5 4.3 THE SFM TILE 10* 32• C ",r,SA - SOLUTION IS 8e Walg idaroi ILA CURRENTLY BEING (C) REVIEWED AND Overhang(in) Span(in) up down) slope lateral VALIDATED 0 24 72 38.1 46.9 9.7 n/a 2 21 64 38.1 59.7 12.3 n/a 3 18 48 a 59.8 17.5 a 10* 82' 50.8* 184174MI.- n/a g' 24' •Indicates values specifically provided for portions of arrays that may fall within coo/cones 2 and 3 that yield pressures larger than those provided In Rule 3 pesiot13ale-D-f ni it , rr • 1 A Max.Module Overhang-Length of module extending past the first or last roof attachment of the row. B Max.Span-I he span between MicroRail roof attachments. G Max.Trim Rail Overhang-Length of Trim Rail extending past the first or last roof attachment of the row. p Max.Span for Trim Rail.(Measured between Trim Rail Roof Attachment) E Trim Rail is not required to be flush with the edge of the module.(7/-7'is acceptable) F Trim Rail overhang from edge of Trim Rail to edge of Trim Rail Roof Attachment.(3*min) G Module width is Limited to 3937 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 ■m MICRORAIL DESIGN & ENGINEERING GUIDE PAGE See Installation Guide for detailed system layout procedure. all indicates- SUNFRAME MicrorailtM 3' A B •indicates -SUNFRAME MicrorailtM 9*Splice ro _ vindicates-SUNFRAME MicraltiM 9*Attached Splice a/indicates-Trim Rail Roof Attachment e ~ / C Alboo E 3x4 Landscape Amy F'F "' SFM FRAME SYSTEM LAYOUT RULES 28 ■■ MICRORAIL DESIGN & ENGINEERING GUIDE PAGE Basic Layouts The basic application rules for the SEM system are extremely simple. ~ 1 211 , x laxi Base Rules: e All modules must be supported at four corners on the North and South edges. Except at row 1.where the south edge of each first row module will be supported by Trim Rail. Detail A on i • Any intersection of module corners must be supported according to the following page 29 Ind, EL Connection/Attachment Rules. t 2v 4 x 2v . AU MicroRaiLs are oriented in an east-west direction(perpendicular to roof slope). Trim Rail Connection/Attachment Rules: ;y, 87.7- x 3 MmroRails: Supporting attachments installed at apprraMe spans pr design rules_ (See table on page 26.) Sample Layout A-1: 2x2 Landscape array with r splice 1 Any outer edge module corner must tie supported at the first rafter interior to the array. 2y 2 Modules Vertical 3"MicroRail-Interface between two mnnules oriented in the north-south direction in relation to each other whose nearest east or west edges are exposed. ~ 1 5 a' 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 detail A on page 297 . DetailBon page 29 3 3 Module Intersection with two Horizontal r Splice-Interface between any three modules where P. )1111111r two are oriented in the east-west direction in relation to each other. (Roof attachment not required. 2v $ - 2V See detail Ann page 29) 4 4 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.) -wamarmangrI 5 9'Attached Splice. Similar to 2 h,2v e. 4,roof attachment is required. (See letail8 on page 19.) Tim Rail:Must be installed at the southern-most edge(first row)ot modules(A minimum of(1) I rim Sample Layout A-2: 2x2 landscape array with r Attached Splice Rail roof attachment required per Length of Trim. See table on page 26.) .• SYSTEM LAYOUT RULES 29 nom FM RIME ORAll DESIGN & ENGINEERING GUIDE PAGE Module intersection ` >S" from c of rafter ` `1 2h-' `x !-1 Existing rafter ` 1 9" Splice 3" MiunRail (4) Modules .Detail A .. DeFall B 2v 4 '-x 2v DeteilnA-9'Solice at modale intersection 2v 2v Module int er Sect Jun H rvithin S" of Q r after Trim Rail -- twPit irlg i alter Trim Rail-- "' . .. . 9" Attached Sp4ce Same:lavou:B-1: 2x2 aortaearray with r H) MGdc'es n - ,i :- • x r .i -rra with 9' Splice Attached Solire Detail B'9'Attached Sotice at module interfestian .. ,sFm SUN lin. FRAME RA SYSTEM LAYOUT RULES 30 ws MICRORAIL DESIGN & ENGINEERING GUIDE PAGE El m - . a, `d -1. -1 ,.1 Ik 1 3 \-x `2v b 2 3 N #% 1 Trim Rail — Trim Rail--\ Samote Layout C' landscaoe array with 9' Sample Layout Di La with i'MlcroRail Wee attachments only # 1 1 2h x 1'I —I -1J —1 1—� 11 -x Trim Rail. Trim Rail - • l Trim Rail --. ana flaillallill Sample Layout E; Mixed array Sample layout F. Mixed array " TECHNICAL SUPPORT 31 ®▪�' SFM MIRILE DESIGN & ENGINEERING GUIDE PACE Technical Support If you have further questions regarding the SunFrame MicroRail 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 SFM product. SM kii INSTALLATION GUIDE . . - . ass- TABLE OF CONTENTS A-TD015 A SPE'1FICAI IONS B-SYS I FM COMPONENTS C SV'STfM COMPONENT (4W e J-SYSTEM COMPONENTS S-SYSTEM IAYOUr 1-RASHINO&SLIDERS " ' 6-1ST ROW INSTAI IATION 1-M IC RORAI L INSI AL LAT ION I-MODULE MOUNTING l HICROINVFRTFR&WIRE MGMT K-MIC ROINVFRTFR A WIGFMGM1. FINISHING TOUCHES N6VS I EM BONDING&GIROUNDING N-FN PHASE SYSIIM MW ROINVFPI ER 620110 DING 1 U-DECODE CO NIP_IANCE NOTES P-TESTED/CER I IHLD MODUI F LIST Q-`10DULF NI A I NIENANCF PUB 2016APR26 S°" TOOLS & SPECIFICATIONS IINo' U UI MICRURAIL '" INSTALLATION GUIDE PAGE _ TECHNICAL SPECIFICATIONS: TOOLS REQUIRED OR RECOMMENDED FOR LAYOUT, SAFETY: All ao0!cabte OSHA safety guidelines Material Types FLASHINGS&ROOF ATTACHMENTS: should be observed when working on a PV ALL extruded components: • Hammer installation job site The installation and handling 6005A-T61 or 6061-T6 Aluminum • Marker/crayon of PV solar modules, electrical installation and PV • Measuring tape racking systems involves handling components Hardware:Stainless Steel • Dr A with potentially sharp metal edges. Rules regarding Bonding and Grounding:Integrated In • Pilot drill bit the use of gloves and other personal protective • MicroralLTM (Trimra'LI ! and row to row bonding Pry bar equipment should be nbserved• . requires additional components) SCring line TOOLS FOR MODULE INSTALL: ALL SPM Hardware 20 ft-lbs • Drttt and socket adapter or socket wrench • 1/2"socket Grounding lugs Per Page M' • 1/4"hex driver • Torque wrench S"" SYSTEM COMPONENTS ■ N.' MICRORAIL" INSTALLATION GUIDE PAGE i. � �\ SUNFRAME Microrait "t-3" SUNFRAME MicroraiP'" 9"Splice SUNFRAME Microrait" 9"Attached Splice Sub-Components: Sub-Components: Sub-Components: l 3'Base i. 9'Base 1. 9Base 1. 3 C3 2 9'Cap 1 9'Cap 3. Bondi 5ecknt IIcaA Cap Strew 3 (5)Boding ng Socket Head Cap Sc'ews 3. 0)Clamp Socket Head Cap Scmws 5.. Bonding Pin 4. Bonding Pins 4. Helix p:ns 65 Helix 6 Tells 7. Tower Functions: Tower 6.75 7. bJ5'SPtler • 2,3 mo moduleup band'connection 7 6J5'Slltler • E module to module banAlrg Functions: F• Module • 1 or 2 mooule support to roof attachment •Features: • Module to a[[atlimei4lwhen atd[nmem Is necessary Nr -saopT mod and eadv comoa :brinsrallabpn point)E-Wat roe le Features: • •Mcp uap rn determine morn a hombess Tory • module to module bun Wit • Cneck cap todetermine pmminemo A and ready for installation LLaticn SopmlI5 discrete module Nick-ev from 32mm to Iiirrm -• Supports disco Le modulecompatibilitynh Receiving Features: snpnniu disco module knessesmirhum slrr'nm • tightening fof fare that neis anwei emodule p workig - nMyesap-sneweun nemlodand mpatib a,lauS.Tun aeroIT0111! . orfartenersann eliminates rvmkinyover • •nerxupto setemine eecomnessNoY • Rawl,'n'q offure that allow,simple ate, mworke plover 46mmSupports Ascrele module thickness nom 4mm to modules of Ya.[eneis and elinpreten wmking over • Does not'equl eaVainmentto mo! 46m in Rtigceivinghtening feature that allowselpminle inworke gloverne ur modules. of fasteners ono eliminates working over modules SUN SYSTEM COMPONENTS IllNO' U MICRORAIL `M INSTALLATION GUIDE PAGE r a COMPATIBLE MODULE I�,! iTIIICKNCSS S ]�1 it L _.,,, pi. Ws1 .,...,...] ! �, i Trimrait^"Roof Attachment Trimraitm TrimraitT Splice Sub-Components: Functions Functions: 1 Fenno roof attar hment rwnt low4rvnural support • Front low sr emu mnnn'r z. I-son • Module mounting • maallanon aie. In-dove n¢ • Installation aid • A•otlmanv connects/pieces of Ti mrann, 4 Jntr_rs t4vheac trim 5 goaie • Features: CIand bolt • Mot nsand connects t bmraII"proms / 3'Sliticr • Mounts direa eo • Corm n withfrimra I'" profiles • Aia and captures mduManny eJga • leo less installation ns • almlahlefor var module heights • 7rirnrait";roof aturnerrn/�snnq • Supporce Mmex7emoduletxttinexs from inmem 46IFn Features: Mille mrevidnyne sen nh soWa menu m leval ng • Marray e eco presides nolnl/sou[M1 adjustment along-Oe dupe of Ike m0(. SON SYSTEM COMPONENTS ■ II ' FM MICRO AIL TM INSTALLATION GUIDE PAGE :a �r j Aar 741I ••\ Wire Bonding Clip w/BAWG MLPE Mounting Assembly Enphase Engage Cable Clip Functions: Functions: Functions: • Row to row bonding • Ser a rely mounts MLPE to module frames • Securely attaches Eno base Engage cables to module • .Module to`rimrail"bonding • MLPE to module bonding flanges Features: Features: • Allows three(3)mounting positions to suit any cable orientation• No fasteners required • Mounts easily to typical module flange Features: MLPE-Module Level Power Electronics • Resists sliding to reduce cable slack eq_n iana ��erled or nnweower anrimimr .:: sFm FRAME SYSTEM LAYOUT ■ 11. MICRORAIL"" INSTALLATION GUIDE PAGE 1 _ _ _ 1.Determine appropriate array location on roof. Inn 11.1 111 NINES 2. Select starting course of shingles (or tiles) 1 — 3. Mark next row of attachments and INIIII II ; I repeat far remaining rows © -NS distance equals module width t1' 1 4. Locate 1st rafter doses[ to array edge (and inside array footprint)and mark I Ira 1/11N111111 1 S.find next rafter for attachment based on 1 appropriate span 1 -Continue to end of array - - - - - - -Mark last rafter before end or array I I I • © Span 6.Mark attachment points on rafters along I TO STAGGER ATTACHMENTS: Shift each subsequent S each NS module grid line t 140 • • • row of attachments one rafter over. 7. Verify design based on span and 1•! !40 S 1 1 • i • overhang rules 4-n I • i • • See the Design and Engineering Guide for details on regional max spans and overhang. all SF� FRAME FLASHING & SLIDERS ■ as MICRORAIL" INSTALLATION GUIDE PAGE _L 4_L-_I ROOF RIDGE .- J- I -L PILOT HOLES: Drill pilot holes for lag FLASHINGS:Place flashings __I____T screws(as necessary) — —Mod NS+1' ti l l IIIi • -- 1 jA -It .na �� . INSTALL SLIDERS AND Mod NS+1" TRIMRAILTM ROOF ATTACHMENTS: _ \ __ _ Follow manufacturer instructions 1-_ for flashing installation procedures • • . . INSTALL SLIDERS AND TRIMRAIL ROOF ATTACHMENTS: • Insert flashings per manufacturer instructions NUI l,( nl 1P Or 9Nrt -1l fjQenel'Nlth a rri.impitlin di,orittei or+ lb . NI 1 .. • Attach sliders to rafters -- • Verify proper row to row spacing for module size(Mod NS• EAFTVE _-1 1') • Ensure that TrimraiF' roof attachments in each row have sufficient engagement with slider dovetails for proper attachment. T J . •:i sFm FRAME 1ST ROW INSTALLATION III ■5 MICRORAIL`M INSTALLATION GUIDE PAGE y ~\` ._ . __ . ALIGN FRONT ROW: TIGHTEN SLIDER: TRIMRAIL PREPARATION: Align front row Trirnrair roof attachments with Tighten front row lag screw and TrimrailT" roof Determine overall Length of TrimrailTM for front row, string line attachments dovetail clamp bolt. Determine splice locations (if any) and TrimrailTM lengths required. J / f ' _ — r' - I\ y� INSTALL TRIMRAIL SPLICE BARS: Place TrimrailTM ATTACH SPLICE BARS: White hoLding TrimraiP" 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. ■.■ sFm FRAME MICRORAIL INSTALLATION ■ ■■ MICRORAILT" INSTALLATION GUIDE PAGE liryIR _ i TRIMRAIL ROOF ATTACHMENTS & TRIMRAIL ATTACH TRIMRAIL TO ROOF ATTACHMENT: Attach INSTALL MICRORAILS: Install remaining Microrails ORIENTATION: TrimrailTM roof attachment should rail using 3/87-bolts and serrated flange nuts.Make at marked attachment points. Loosen dovetail have horizontal flange facing uphill for uniform row sure Trimrair is levet across all Trimrail"^ roof retaining fastener and push Mitrorairm to top of spacing and ease of lag screw assembly.On first row, attachments.After rail is levet,tighten dovetail bolts slider.DO NOT SLIDE ALL THE WAY OFF SLIDER. position TrimrailTM with module catch side facing to secure TrimrailTM roof attachments to sliders. uphill. 'ii ��• ��a fee — � � �� -� . tat.- .t . -ai_ _ _ • __ ata ar C_ i=� -. ••• SFM FNAME MODULE MOUNTING ■ ■• MICRORAILIM INSTALLATION GUIDE PAGE LAY IN MODULE(S): Install first two (2) modules on LAY IN MODULE(S): Module should slide into catch SEAT MODULE(S): Ensure that modules are properly bottom row.Install downhill end of module into the feature of the Trimrail". seated in top cap and base. Trimrail""first and then position uphill 3'microrails to support modules. non=nemmnt c oepfinmed atter each raw of modules is installed. Refer to wire management section (Pgs.1 6 K( for detailed instructor:s t It a .,gyp • y ATTACH SPLICE:Attach splice at intersection of two FASTEN MODULES:Finish installing modules along TIGHTEN FASTENERS: lighten fasteners to required (2)modulesrow and tighten fastening bolts after entire row is torque. • Use attached splice it necessary installed. • Ensure minimum module engagement using indicator marks. ••• SFM FRAME MICROINVERTER & WIRE MGMT. ■ ■■ MICRORAftTM INSTALLATION GUIDE PAGE * . `.- je s. C. 4.Vii j i f "Iiiiri t 41/4 PRE-INSTALL MICROINVERTERS: Install MLPE in a • ;r', location on the modute that will not interfere with r microraits or grounding lugs.To use trunk cable most efficiently, install MLPE components in the same locations on all modules in the same row. .,� ••• SFM FRAME MICROINVERTER & WIRE MGMT. ■ •■ MICRORAIL'R INSTALLATION GUIDE PAGE • _ a a y TI � a / l t MICROINVERTER:Before installing a row of modules MICROINVERTER CONNECTION: Before securing WIRE MANAGEMENT: Verify wire management is place microinverter trunk cablea 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 Ing, /. I R I( v 0 ' `,� • • IFP <'.. Tie a loose knot in the microinverter MICROINVERTER TRUNK CABLE The trunk cable TIPS A fRICKS. Twisting the PV module wires Engage connector wire to help manage the lengthcan 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. NO' FMSON FINISHING TOUCHES ■ MICRORAIL1M INSTALLATION GUIDE PAGE o TRIMRAIL BONDING: Attach a bonding clip from the 0 cliiutil toan adjacent module Fully seatbonding �© clipp until co til radius portion is in contacttwith trim mating surface and module Range. It 11 t 1111 IN IIMININI T \ ..----.--------1--->� :--- „---- .---.--- ___/- NgalliIIIIIIIMIMIIIIIIIIIIMIIi N/5 Bonding Clip:A N/S bonding clip must be used POST INSTALL HEIGHT ADJUSTMENT: Height adjustment of each attached Microrad" 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. SON SYSTEM BONDING & GROUNDING ■ US UI MICRORAILW INSTALLATION GUIDE PAGE I iI i - - I • I E-WBN : dmi is accomplONDIishedGPATH with 2E-Wmopre-installeduletobondingodulebonddips 1 _ which engage on the secure side of the MicroraiiT" and splice. I _ I - I ! I I I I 1 I . l . i � I 1 -1 I_ IIIA I1 I ' I ' I I ,. ,... rnr•Few� leogle tl=e nnly 1 64 l .n . 1 ID FUMI ( �I < T l Ly Anil 'ntl in Anti t 1 . tli r .en.V rr in, r Ii „„y C., t 14 W. -,I-• III. CD--. LUG DETAIL&TORQUE INFO LUG DETAIL&TORQUE INFO LUG DETAIL&TORQUE INFO ry-S BONDING PATH: N-5 system bonding is llsco Lay-In Lug(GBL-403T) Nsm Flange Lug(SGB-4) WileYWEEBLug(6.7) accomplished through a N-S bonding clip. Insert • 10-32 mounting hardware • 1/4-mounting hardware • 1/4'mounting hardware each end of the N-5 bonding clip onto a module • Torque= 5 ft-Lb • Torque=75 in-Lb • Torque=10 ft-Lb frame flange. It is recommended that N-5 bonding • AWG4-14-Solid or Stranded • AWG 4-14-Said or Stranded • AWG 6-14-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. •■■.. SRNFRAME ENPRASSYSTEEM MICROINVERTER GROUNDING ■ ■■ MICRORAIL'R INSTALLATION GUIDE PAGE SFM EQUIPMENT GROUNDING THROUGH ENPRASE 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. • SUN UL CODE COMPLIANCE NOTESII aI"' U ID MICRORAILi" INSTALLATION GUIDE PAGE SYSTEM LEVEL FIRE CLASSIFICATION The system fire class rating requires Installation in the manner specified in the SUNFRAME MICRORAIL(SEM) Installation Guide.SFM has been classified to the system level fire portion of UL 1703. This UL 1703 classification has been incorporated into the UL 2703 product certification. 5FM has achieved Class A,R & C system Level performance for steep sloped roofs when used in conjunction with type 1 and type 2 constructions.Class A,B & C system level 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 requrred minimum or rn ximUM height:imitation above the roof deck to maintain the Class A.B & C fire•atna for SFM,SUNFRAME MICRORAIL'"components shah be mounted over a fire resistant roof covering rated for the application. Required — ._.. Module Type System Level Fire Rating { Microrail Direction IMadule Orientation IMit Mitigation equ 1 Type 1 and Type 2 Class A,B Sr( East-West f Landscape OR Portrait -None Required ULI703 TEST MODULES See page'P'for a List of modules that were electrically and mechanically tested or guabfied with the SUNFRAME MICRORAIL(SFM)components outlined within this Installation Guide. • Maxium Area of Module=17.98sgft a, = UL2/03 Design Load Ratings: a) Downward Pressure- 33 PSF h) Upward Pressure-33 PSF c) Down-Slope Load - 10 PSF 51 • Tested loads: -- a) Downward Pressure- 50 PSF/2400 Pa _� b) Upward Pressure- 50 PSF/2400Pa v' ' c) Down-Slope Load-15 PSF/720 Pa p / D • Maximum Span=b`t e • Use with a maximum over current protection device OCPD of 30A it LABEL MARKINGS y e • System fire class rating:See installation instructions for installation requirements / to achieve a specified system fire class rating with Univac. e • Unirac SUNFRAME MICRORAIL"is Listed to UL 2703. ie -° • ALL splices within a system are shipped with marking indicating cate and location e of manufacctuyre�,- 8p �{q'g I i _ 2 INCH MMMMODULE BIG•SBBIT ,y}/ M FR" TESTED / CERTIFIED MODULE LIST ■ M 'UFM MICRORAIL'M INSTALLATION GUIDE PAGE Module Manufacturer I Module Series -... ['ModetNo.()DO()(XXXW) I Part No. Gma ISM-PA051B 240-260W ISM-xxx PA0515 TSM-PO0510/P00518 255-265W TSM-xxx BOOS 10 N/A 255-265W ISM-xxx PD05_8 Canadian Soar C56V-NI 225.230 (SAY-XXX4 CS6P-P 250.255,260 CS6P-XXXP 156K-M 265,2/0 CS6K-XXXNI OS5A-1 160-1HO OSSA-XXX,CS5A-XXXN 0_-Cels B.LINE PLUS BFR 641 262/Urn C)2 R I INF PI US HER 64.1 XXX B.LINE PROBER G4.1 242,262,2)) B.LINE PRO SFR 64.1 XXX 0.PLUS-04 DR 2)5.280 OPLUS-64 XXX OPE US RIR 64.1 710-280 0.RI IIS BFR CA XXX O,PRO BFR 64.1 266220 0 FRO BFR 64.1 XXX 0 PRO-64 255,260,265 QPRO-G4 XXX QPRO BFR Col 250.265 0.ORO BFR C43 XXX limo IKM200265P60 200,205,210,715,220])5.236255J411J45, IKM XXXP-60 250,255.260,263 IKM/00-265PP-60 200.205,210,215,220,225,250,235,MO, 45, IKM XXX PP-GO 250.255,260.265 IKM200480M-60 200,205,210,215,220,225.230.235,240,245, 1KN XXX M-60 150,255,260,265,220,275.280 Kyocera KU-60 260,265 KUXXX-LMCA LG Mmm% 280,285,290 LG XXX S1C-L4 NeON 505,310.315,320 LC XXX NIC-GA TRIO xGE 270,265,260,255,250 TI XXX P-)9t, I IA SoPnr ,AP6 245-165 ARA 60-XXX/35B AM6 250-270 IA516-60-XXX/S1 Renuola a.160 teO.modules 250,255.260 Vins II • 256.275 156 Series Su nmo MV Series 60 240-255 MVX XXX-60 Optimus 275.280285,290 OFT XXX-60-4-100 Sunpower [-Series 327.310 E20 XXX COM X-Selles 335,345 X21-XXX X-Se les 560 X22-XXX-C-A( "' SFNI FRAME MODULE MAINTENANCE ■ EllMICRORAIL' INSTALLATION GUIDE PAGE a 1.Loosen 9'splice bolts approximately 2. Remove bolts and caps from 3" 3.Slide splices away from the module 4. Lift module and disconnect MLPE 3 turns.DO NOT REMOVE. Microrails and attached splices to be removed cables 'r 5. Remove Module. Reverse steps to • � Nttreplace module removed. ' �S -I - Bonding nate'. If both sides of array '' are banded with NS Bonding Clips, �` .-c as recommended, then no additional /` t bonding is required for module '" ---"5.2.7' maintenance. iiir If necessary, on the row of modules containing the module being y > • removed,one additional bonding clip :, N can be added to the edge of the array �� �S ' �`> ' opposite of the edge with bonding v y� clips already Installed. moi ,. Z CONSIDERATIONS & MAINTENANCE ■ Us FM MICRORAIL'" INSTALLATION GUIDE PAGE ELECTRICAL CONSIDERATIONS SUNFRAME !littoral(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 10AWG,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,prov ided that the installation meets the requirements of applicable building and fire codes. GROUNDING NOTES:The installation must he 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 prolect.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 an 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 Address: 1411 Broadway Blvd NE Address: Hangzhou Bay Ddao New Area Albuquerque, NM 87102 Haiyan Economic Development Area Waxing 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.corn Email: Izeng@ccmfg.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA �r.� t�-L/�% Control Number: 5003278 Authorized by: u � for Thomas J.Patterson, Certification Manager Eta us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. rhs aollerloaMm In Mao Iz for Ina eslueme use of nteners Client and Is provmed pursuant tome Cann:baton agreement beneeen Intends and its Chen Inlertelns tespanslelnn end Ibbinn are hrffilsel m the tenth and conditions of agreement.Wenn assumes no liability Io any pane.other Nan It W Chen:in a¢aNano&Mn the agreement.Ior any loss,expense or darner occasioned oy the see ithis Authorlzatior to Mark Only meClient is authorized to pcymt copying or dlstbwnn of this Autloriatin on to Mark and then onlyits enerey.use of nterM1rmmm s Cetkmark n ls restricted to Ne mrdrlipns laiJ out In the agreerrenl ane in lMs Authonzabon to Mark My further of the blank nae for the sale or soveni¢ement of the Jested malarial,product must st bed approved In writing by lnlenek.htial tory Assessne6 and Follow up Servicespurpose of assuring appropriate_Nage of the CeNAratau mark in accordance with the a yp Factory nam for the noa agreen¢nli they are not for:he pvpmas of production yu9FfY an WI and do M relieve the Client or Nairodgalion¢in this rasped. 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 ED 163.15 Ilam.131 Mamelgy