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28-015 (10) BP-2023-0414 198 SYLVESTER RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 28-015-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2023-0414 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 19532 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 BASHISTA MARK D&ADRIENNE G EHLERT- Use Group: Owner: BASHISTA Lot Size (sq.ft.) Zoning: RR Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 04/07/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 13 PANEL 5.265 KW ROOF MOUNT SOLAR SYSTEM 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ; 0 �, Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner ,ram IL, The Commonwealth of Massachusetts' r`(' Board of Building Regulations and Standards f FOR \,0%• Massachusetts State Building Code, 780 CM1L qPq MUNICIPALITY ; USE Building Permit Application To Construct, Repair, Renovate Or Demolgha Revised Mar 2011 One- or Two-Family Dwelling 'r 0� This Section For Official Use Only 'Aa,,T, iAls ��J ,,nN fi „ ,i Building Permit Number: �" 3 '/1 Cl Date Applied: �1'i,--00;s / 112? official eui,...34z55 Building o (Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 198 Sylvester Rd, **Solar** 1.1a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Lone: — Outside Flood Zone" Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Mark Bashista Florence MA 01062 Name(Print) City, State,ZIP 198 Sylvester Rd, **Solar** 413-570-5750 markbashista123©gmail.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building ❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other gl Specify: Solar Brief Description of Proposed Work`: Install 13 solar panels on Roof SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: ❑ Standard City/Town Application Fee 2.Electrical $ O Total Project Costa (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: / Check Nooid(D i Check Amount: Cash Amount: 6.Total Project Cost: $ $19,532 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-10 6113 6/7/23 Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CSL Type(see below) U No. and Street Type Description COIL Ma 01340 U Unrestricted(Buildings tip to 35,000 cu. ft.) -To State, Restricted l&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@nort east-solar.coin I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/23 Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 136 Elm St. Permitting@northeast-solar.com No. and Street Email address Hatfield, Ma. 01038 413-247-6045 City/Town, State,ZIP Telephone SECTION 6: 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 t No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf in all tters relative to work authorized by this building permit application. 441111111/ 11442 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By ent- ' tg my name below, I hereby attest er the pains and penalties of perjury that all of the information c•lird in thi a plicati 's true and a o the best of my knowledge and understanding. 3 /11/ 2'3 Owner's or A .e Agent's me Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC) Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at ww.mass.go‘ oca Information on the Construction Supervisor License can be found at N., .nmss.t;o‘ dps 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage, finished basement/attics, decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths ____ Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton 011); , , asawchuaetts 4:. . . •',dx t M51 DEPARTMENT OF BUILDING INSPEClIONS 212 Main Street • Municipal Building =R ,�' �rOe.rr... Northampton. MA 01060 �`"h V,(»' CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGl c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGl c 111, S 150A. The debris will be disposed of in: Northeast Solar Dumpster 136 Elm St, Hatfield Ma 01038 Location of Facility: The debris will be transported by: Northeast Solar Crew Name of Hauler: USA Recycling Hauls NES Dumpster Signature of Applicant: irriDate: Me Commonwealth of Massachusetts Depariment of InclustriaJ Accidents .'1i19 Office of Investigations �� 1 Congress Smet, Suite 100 •- Boston, MA 02114-2017 '�..•' www.masS.go'..dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L e^ibly Business/Organization Name: Northeast Solar Addr-ess:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the app rop riate box: Business Type(required): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/EatingE.stablishmmt 2.0 I am a sole proprietor or partnership and have no 7 El Office arndiorSales(incl. real estate, auto, etc.) employees working for m e in any capacity. [N o workers' comp.insurance required] ❑td on-profit 3.❑ We are a corporation and its officers have ex ercised ',J. ❑Entertainrn ent their rigl-d of exemption per c. 152,§1(4), and we have 10.❑Manufacturing no employees. [No workers' comp. insurance required]** 4.0 We are anon-profit organization, staffed byvolunteers, 11.❑HealthG eII with no employees. [No workers' camp. insurance req.] 12.dOtherOl_ PC‘A-1/ *Any applicant that checks box i#1 nust a r°fill aitthe iectionbelcur shoving theirwotlrer'conpensation policy uit mation **If the corporate offi en have exempted tlEnsel'.ps,but the corporation has other employees,aworker'compernation policy is Sequined and such an or5animtion sh ill check box Ail. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy snformation. Insurance CornpanyName:New York Marine and General Insurance Company Insurer'sAddress: 198 Sylvester Rd, **Solar** City/State/zip: Florence MA 01062 Policy# orSelf-ins.L.ic. m #WC202200019843 7/8/2023 Expiration Date: Attach a copy of the workers' comp ensatio n p o licy declaration page (showing the p olicy numb er and exp iratio n date). F allure to secure coverage as required under Section 25A of MG L. c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP [ARK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may lie forwarded to the Office of In;estirations of the DIA for nsurance coverage verification. I do hereby certify, wider + e iris ,,./ • perjury that the information provided above is true and correct. Sig nab-u e: l • D ate: 1/16/2023 Phone#:413-247-6045 441110, , i Official use only. Do notwri _ area,, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Of re 6. Other Contact Person: Phone#: „„ ..nia gov dia Client#: 169764 NORTSOL ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 08/18/2022 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 have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joanne Hogan Edgewood Partners Ins. Center PHONE FAX (NC,No,Ext): (NC,No): 144 Gould Street, Suite 100 E-MAIL an Joanne.Ho a icbrokers.com Needham, MA 02494 ADDRESS: g C P 781 455-0700 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:Capitol Indemnity Corporation 10472 Northeast Solar Design Associates, LLC New York Marine And General Ins Co 16608 136 Elm Street INSURER C INSURER D:Safety First Insurance Company 11123 Hatfield, MA 01038 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER (MMIDDIYYYYUMM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 pp CLAIMS-MADE X OCCUR PREMISES(Eaoccurence) $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY n PRO- POLICY LOC PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: _ $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023(cEoa aab;,°SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY (Per accident) $ B X UMBRELLA LIAB X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESSLIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X sTEpTUTE ERR- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master CERTIFICATE HOLDER CANCELLATION Town of Florence SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4220007/M4219992 JHO01 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Registration: 7 136 ELM ST Expiration: 07/13/13/2023 HATFIELD, MA 01038 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp• atlon date. If found return to: Registration Expiration Office of Con mer Affai and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 GREGORY GARRISON 136 ELM ST CC i'�Gfi�df HATFIELD,MA 01038 Undersecretary Not II without signature ® Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C o ns trutttotAUpery i s or CS-106113 Expires:06/07/2023 PHILLIP BAUNSGARQ,,J 41 HEATH ROAD a = COLRAIN MA 411340 675'4'.1 10�. Commissioner �, Verna..k., i f. . "M1,� 4. • i -, !�[,,q`gi *t , r.it• _• 1 #-' .. � '� �._: •„ 4• ,, 1 4 tip �r < sot.f *•Mi {'. • � • ' ? ' � i t� '. Y, 4, y 4 I � ++11 --r`'s ' ,) .'` °sty'= ob. r of- • , • � ,gyp ` � L • • 4. aid�. �•� if`f.: .• ;,v.. � � �yl Al ' _ 'I . -i ' . Existing solar array: 14, � ` '. ,. i .� :i ar} d� 4 -.' +* {- Application 00168847 _ F '` : # ' �. `t F .., �. . - 1 • ,"' Main electric - . 7:17k4 t 7.36 kW AC • ~ . `e- . _ xA :.1-A,-'4 panel in - • ,( . n, basement f „ - , iii .., • jrt , - A.4. 4 4 4' ei,'? i) i r ,,,,,,, I Ll I '''"ft:4"4e.*:: ' . I 1 k I •:, t.- , - - - 4., ilk. . .v ).. , � R,: ,r - ' . tf 1. 0. , .. .• 4.. ii. , S * \,'• t +' _ ;¢� , ,it .:{, .• NEW roof mounted solar array a; , ,. i-i. . , �; with 13x REC modules and �:` ::' 13x Enphase IQ8Plus-72-2-US 9 • ,. microinverters ems l ., Mark Bashista 198 Sylvester Rd, **Solar** Florence, Ma 01062 iii^iiN O R T H E A S T SOLAR INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 5, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Mark Bashista, 198 Sylvester Rd, Florence MA: Structural assessment of existing house roof to support additional proposed PV solar panels. I have investigated the roof framing of the house for the proposed PV solar panel installation. The original 22'x 28', 1-1/2-story cottage style house was built in 1955. In 2016 the house was renovated with a new 2nd floor addition and a 1-story addition off the west side of the house. 32 PV solar panels were installed on the 2nd floor addition roof in 2018. 10 additional PV solar panels are to be installed on the south facing roof of the 1-story addition and 3 solar panels on the east facing roof of the original house roof. The house roof rafters are full dimension 2x6 installed 16" on-center, spanning 10-'6"with a 6/12 pitch. 2x6 ceiling joists are attached to the rafters and prevent the roof from spreading.The addition roof is framed with 2x10 rafters installed 16"on- center, spanning 11'-6"with a 6/12 pitch. The roofing is screwed down corrugated metal panels. I have reviewed the mounting details for the PV solar arrays. CorruSlide mounting brackets will be secured to the metal roof corrugations for mounting the proposed arrays. Based on my calculations and a PV solar panel unit weight of 46± lbs,with the attachment points of the solar panel arrays placed at a maximum of 36"on-center and staggered to minimize the load to any one rafter,the existing roof framing of the house and addition are adequate to support the proposed PV solar arrays and the snow and wind load requirements of the current 9th Edition of the MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, A.�'�N OF�Ass9 DAVID cy ((( VR0-1`)j VA-A-0-4""—S CIVIL No. 46317 " David Vreeland, PE 1oF,PeG/S ��<� Vreeland Design Associates FSS/oNALEN�' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 x0 . te r# T 1 rw• _ _ 4 .r• ..* . To , r` it 0 • II it • • • • • • • • 4 i ! •• • s .. a 1. i 46 r n mY ... .r SOLAR'S MOST TRUSTED R - ...N. it i* iellr ' a , 0 ., ,..... II . REC ALPH ®OC PURE 5ER1 ,, : -, PRODUCT SPECIFICAT1g - 04104447:4-.Zie ' :-4'-' '' .;''t,ItIt'ha.4..'''-••4 s • • EXPERIENCE REC 405 WP 25 YEAR PRETRUST vVARRA I JTY 20.3 4T: LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE elk REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED r 1821±2.5171.7±0.1] CERTIFICATIONS 28[1.1] 901[355] 460[18.1] IEC 61215:2016,IEC 61730:2016.UL 61730 A I. IEC62804 PID 53.715.051 IEC61701 Salt Mist T 1100[43.3J+ >r IEC62716 Ammonia Resistance UL61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load [024±0.01] _... o _ o IEC61215-2:2016 Hailstone(35mm) ■ IEC62321 Lead-freeacctoRoHSEU863/2015 �° 15014001:2004,ISO 9001:2015,OHSAS18001:2007,IEC62941 0 7 so 0Lead-,,ee •seen WARRANTY 20.510.5 1200[a7.2] [o.ato.oz] Standard REC ProTrust I 1537[6.051 Installedbyan REC Certified __ Y.- d } -t r Solar Professional No Yes Yes t--t-45[1.8] 22.5[0.9] 671±3[26.4±0.12] System Size All <25 kW 25 500 kW 1 P :30[1.2] Product Warranty(yrs) 20 25 25 Measurements in mm[in] Power Warranty(yrs) 25 25 25 GENERAL DATA LaborWarranty(yrs) 0 25 10 132 half-cut REC heterojunction cells StaubliMC4PV-KBT4/KST4,12AWG(4mm2) Power in Year] 98% 98% 98% Cell type. with lead-free,gaplesstechnology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68 only when connected Power inYear25 92% 92% 92% 0.13in(3.2Solar lass with z Seewarrantydocumentsfordetails.Conditionsapply mm) g 12AWG(4mm)PVwire,43+47in(1.1+1.2m) Glass: Cable: ............... anti-reflectionsurfacetreatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistant polym er(black) Dimensions: 71.7x40x1.2in(1821x1016x30mm) Operational temperature: -40...+185°F(-40...+85°C) ~ Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V 3-part Maximum test load(front): +7000Pa(146lbs/sgft). r Junction box: Origin- Made[n Singapore inaccordancewithmEC62790 Maximum test load(rear): -4000Pa(83.5lbs/sgft)' m Max series fuse rating: 25 A EP ELECTRICAL DATA Product Code':RECxxxAA Pure g Max reverse current: 25A Power Output-PMm(Wp) 385 390 395 400 405 See installation ma nual for mounting instructions. Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load Test load/1.5(safety f actor) c c Nominal Power Voltage-VM,,,(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' Nominal Power Current-IM„(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating 44°C(±2°C) a Ln IA Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAv: -0.26%/°C Short Circuit Current-lu(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Voc: -0.24%/°C Power Density(W/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient oflx: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The tempera tore coefficientsstatedarelinearvalues fV Power Output-PMAx(Wp) 293 297 301 305 309 LOW LIGHT BEHAVIOUR v Typical low irradiance performance of module at STC: F Nominal Power Voltage-VM„(V) 38.8 39.1 39.4 39.7 40.0 0 0 M Nominal Power Current-IM„(A) 7.55 7.59 7.63 7.68 7.72 0 N a Openil Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 i //� 4 Short Circuit Current-I,(A) 8.16 8.20 8.24 8.28 8.32 w °` a cc Values at standard test conditions(STC:air mass AM1.5,irradiance10.75W/sgft(]000W/m'),temperahre77°F(25°C),based onaproduction z spread with atoleranceofP ,Va&1u±3%withlnonewatt class.Nominalmodule operating temperatrre(NMOT:air mass AMl.5,irradiance ° -" m 1°° 800 W/m',temperature68°F ROT),windspeed 3.3ft/s am/s).*Where xxx indicatesthe nominal powerclass(P„W,)at STC above. Irradiance(W/m') . 11~41.400,181.6.1015,,M10.30,101f..,.,t,i,ua,u,- .4,,,,,w ,,.waa .,,,rz Founded in 1996,REC Group is an international pioneering solar energy R C C company dedicated to empowering consumers with clean,affordable solar power.As Solar's Most Trusted,REC is committed to high quality, innovation,and a low carbon footprint in the solar materials and solar ecgroup.com panels it manufactures. Headquartered in Norway with operational ). ,: '0 headquarters in Singapore,REC also has regional hubs in North America, 'l,.w Europe,and Asia-Pacific. tc;. '. ❑E 3`y. Tech Brief 3.drillifilk IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless r extreme weather events. Not just the worst storms in years, / ),.•• ,- but the worst storms in 40 years. High winds capable of i- / .t ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. / P - XR Rails are the structural backbone preventing t 4. these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. ` Their superior spanning capability requires fewer roof attachments, ' ,` reducing the number of roof -� penetrations and the amount of installation time. . , h '`'\. ' .,mow 0 4 ,t,t,,, Nye ' n Force-Stabilizing Curve .w Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails t is specially designed to increase strength in both directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. A r Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series Ai compatible with �� a range of tilt leg aluminum alloy,then protected with an r.,.... 1 FlashFoot and options for flat anodized finish.Anodizing prevents surface I other pitched roof n roof mounting and structural corrosion,while also providing Ili attachments. applications. a more attractive appearance. Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR100 XR1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle no snow.It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. • 6'spanning capability • 10'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.* Values are based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. Load Rail Span Snow(PSF) Wind(MPH) 4' 5' 4" 6' 8' 10' 12' 90 •:-„ 120 None 140 XR10 160 90 120 20 140 160 90 30 160 90 40 160 r , 80 160 120 160 -Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. 0 2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��_ bv4ErriFnctcint ooa For Installers By Installers r '� N x . P F -�11 K ➢ �n d.w a'• CORRUl . SLIDE ® WATERTIGHT,ADJUSTABLE HINGED MOUNT CorruSlide is engineered for a universal fit on nearly all corrugated metal roof profiles. The adjustable hinge- style mount attaches to the sides of the panel ribs, away from the valleys where water flows, and moisture Corrugated accumulates. CorruSlide features North-South & East- RoOFTYPE West adjustability, and the pre-installed EPDM gasket tape and five self-tapping screws with EPDM washers ensure rugged watertight performance. OMMIIM Rail-Based Rail-Less FEATURES & BENEFITS RACKING • Patented watertight technology • Versatile hinge design fits any profile Direct-Attach • Pre-installed EPDM gasket tape forms to corrugation an impenetrable moisture barrier ATTACHMENT • Five self-tapping screws with EPDM washers ensure optimum strength • • Ideal for use on both commercial and residential applications �r .m+l>..� *' WATE~ = TIGH 25 YEAR WARRANTY MULTIPLE WATERTIGHT FASTENERS TECHNOLG 0 FOR OPTIMUM STRENGTH ECOFASTENSOLAR.COM CORRUSLIDE WATERTIGHT, ADJUSTABLE HINGED MOUNT - ,„._.;.,,..:,..-',..,,,._ - ..-..--,:::: :'*':::... '. ,‘" 'i.. ,,..,,,,,I.,,,,,, ,/ _ z - 7..1.51.: , 7 "/": ////' „: , _. . . , ., : , — " 4111UPFP • ' 4008000701000000* PRODUCT PART PART BOX PALLET IMAGE NUMBER DESCRIPTION QUANTITY QUANTITY CORRUSLIDE ASSEMBLED WITH EPOM GASKET,INCLUDES(5)SELF TAPPING SCREWS H- WITH EPDM WASHERS,(1)SS HEX BOLT&(I)SS FLANGE NUT 7 g IV 3014010 CORRUSLIDE MOUNT AL 50 2250 INCLUDES(1)3/8'-16 X 11/4'HEX BOLT AND(1)3/8'.-16 FLANGE NUT FOR RACKING 141 2012022 CF UNIV L-FOOT MLL 3" 50 1800 (NO HARDWARE NEEDED) J301101E L-FOOT SCL-101 BLK 3" 50 5000 3014010 V m 3011015 L-FOOT L-102 BLK 3" 50 6000 3011017 L FOOT SCL 101 MLL 3" 50 6000 4. kris ' fi': „� °�' f i '` ,- , ,'� . . ,,.., , 3011016* L-FOOT L-102 MLL 6" 50 2400 *SPECIAL ORDER ITEM CorruSlide's hinged tongue V .1 J11 - and-groove design allows a custom-fit to most 2012022 3011015 3011016* corrugated profiles 3011017 z 3011018 CORRUSLIOE IS ALSO COMPATIBLE WITH THIRO-PARTY BRACKETS in g D.v,. EcoFQsten 4141 W. VAN BUREN ST, SUITE 2, PHOENIX AZ 85009 W An Esdec Solar Group Company 1 8 7 7 8 5 9 3 9 4 7 I N F O@ E C O F A S T E N S O L A R.C O M