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15B-050 SOLAR 2023 BP-2023-1131 306 CHESTERFIELD RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 15B-050-001 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-2023-1131 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est.Cost: 47656 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 MELNIK PATRICK JR&ZOE ZEICHNER&MARY Use Group: Owner: EDITH PENNY Lot Size (sq.ft.) Zoning: RR Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202300019843 HATFIELD, MA 01038 ISSUED ON: 08/18/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 34 PANEL 13.77 KW ROOF MOUNT SOLAR ADDED ONTO EXISTING SYSTEM (NO STRUCTURAL NO BATTERY) 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: 2 7- 'I • Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner ilY�`DocuSign Envelope ID:BCCDB231-6405-41CB-8228-C60EAEAA6681 /'1 The Commonwealth of Massachus, s qG � A FOR W Board of Building Regulations and St. ,d..=:9 �'�, ��j� CIPALITY Massachusetts State Building Code, 780 "•,,� Building Permit Application To Construct, Repair, Renovate `G;% - .1o1isegep Raised '•r2011 One- or Two-Family Dwelling '°ti'ti This Section For Official Use Only • ,, carg VS Building Permit Number: ,g,-d'3 //3/ Date Applied: AKtvjN47)53 //./ 8-18-Z4 Z3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 306 Chesterfield Rd 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 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2.1 Ownerl of Record: Pat Melnik Sr. Leeds MA 01053 Name(Print) City, State,ZIP 306 Chesterfield Rd 413-584-6750 patmelnik@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other K7 Specify: Solar Brief Description of Proposed Work': Install 34 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: 2. Electrical $ ❑ Standard City/Town Application Fee ❑ Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ ii Check No. ' l O heck Amount"' mo 73 Cash Amount: 6.Total Project Cost: $ $47,656 ❑ Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID BCCDB231-B405-41CB-8228-C60EAEAA6B81 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 6/7/2c Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CSL Type(see below) U No.and Street Type Description Colrain, Ma 01340 U Unrestricted(Buildings up to 35,000 cu. ft.) City/ State,ZIP R Restricted 1&2 Family Dwelling M Masonry RC Rooting Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@northeast—solar.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 16 9 6 41 7/13/2 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 No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I I I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf, in abloom 9ttteg_relative to work authorized by this building permit application. PAM& (ltt,(, & Min 7/12/2023 Print Owner's Name(E tiREcg c ure) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information c ed in this app ' tion is tru an accura to the best of my knowledge and understanding. bUt.� 174Wvt�ea�,r0� U i / -3 t wner's or A e n ame Si afore ate g (Electronicl ) NOTES: t. 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 www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/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" DocuSign Envelope ID:BCCDB231-B405-41CB-8228-C60EAEAA6B81 City of Northampton . ot_- S ' SACMassachusetts ' 4,/ e 4/ � c d, DEPARTMENT OF BUILDING INSPECTIONS SS 4 212 Main Street 40n Municipal Build y.`, Ce• Northampton, MA 01060 rrF3 -ir5, 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 Ap II n . Date. ( The Commonwealth of Massachusetts Department of Industrial Accidents "C iiiit iii el ti _y t: Office of Investigations _ G �K = 4 Congress Street, Suite 100 '�� !f Boston, MA 02114-2017 40. '=,,,,,..o w w.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/Organization Name:Northeast Solar Address: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 26 employees(full and/ 5. 0 Retail orpart-time).* 6. ❑RestaurantiBar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7 ❑Office and/or S ales(incl. real estate, auto, etc.) employees working for m e in any capacity. [No workers' comp.insurance required] 8. ❑Non profit 3.❑ We are a corporation and its officers have exercised 9. ❑E tit ertainment their right of exemption per c. 152,§1(4), and we have 10.❑Manufacturing no employees. [No workers'comp. insurance required]** 4.❑ We are a non-profit organizati on, staffed by volunteers, 11.❑Health Care with no employees. [No workers' comp. insurance req.] i 12.0Other Solar Panels *Any.applicant that checks box#1 mist also fill out the sectionbelox showing their woskers'compensation policy information **If the corporate offices have exempted themselves,but the corporation has other employees,awoikers'compensation pr+lir yis requited and suchen organization should check box#1. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance CompanyName:National Casualty Company Insurer's Address: 306 Chesterfield Rd City/State/Zip: Leeds MA 01053 Policy# or Self-ins.Lic. m 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensationp olicy declaration page(showing the p olicy number and eap iration date). Failure to secure coverage as required under Section25A of MGL 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 aSTOP WORK ORDER and afine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for nsurance coverage verification. I do hereby certify, under .. ,. , ins 0, r ,, .rperjnry that the information provided above is trace and correct. Signature: t , Date: 7/12/2023 Phone#:413-247-604 l'k Af 4\ Official use only. Do notwri., • • area, to be completed by city or town official City or Town: Permit/License# Issuiing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6.Other Contact Person: Phone#: wvrx.mas 5 gov/dia Client#: 169764 NORTSOL ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)7/10/2023 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 Commercial Support Edgewood Partners Ins. Center PHONE 781 455-0700 FAX (NC,No,Eat): (A/C,No): 144 Gould Street,Suite 100 E-MAIL ADDRESS: V P NEcert es ificat �ta icbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC# 781 455-0700 INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC INSURER :Safety First Insurance Company 11123 136 Elm Street Hatfield, MA 01038 INSURER D: 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. LTSR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DOIYY YYY) (MMIDDY/YYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 PREMISES(CLAIMS-MADE X OCCUR EaE rrrence) $500,000 X BI/PD Ded:5,000 MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $2,000,000 POLICY A JECOT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 (Ea a�dernSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ _ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS $ X AUTOS ONLY X AUTOS ONLYY (PPReracad ntDAMAGE $ A UMBRELLA LIAB X OCCUR XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ pt.B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X (STAUTE I IOTH- ER AND EMPLOYERS'LIABILITY (STAT OFFIR/ B E PROPRIETOR/PARTNER/EXECUTIVE YN N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION Cityof NorthamptonSHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 North Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 A�AUTHORIZEDREPRESENTATIVE • 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD • #55765155/M5763194 RH002 Commonwealth of Massachusetts Division of Occupational Licensure .- * Board of Building R`e rations and Standards Constc tf fl S rvisor CS-106113 V• L y, E Aires: 06/07/2025 PHILLIP BA a —' , 41 HEATH Rs 1 , , m ` COLRAIN MA 01 ; ' t - r +• Commissioner d ff. a` rcitsa.. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtgq $fret- Suite 710 Boston, Massachusetts U 118 Home Improvement .tractor_Registration ++;*" -ffi • Type: LLC "re1 NORTHEAST SOLAR DESIGN ASSOCIATES,!L ' Recjisttation: 169641 136 ELM ST - EVitation: 07/13/2025 1 HATFIELD, MA 01038 CV\� r re \ - Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation , Registration Expiration 1000 Washingt n Street -Sui /710 169641 1 07/13/2025 Boston,MA 0 1 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC ,.1"-- . . i GREGORY GARRISON ` 136 ELM ST �= ,,,.a(: ,.x14,4 HATFIEIp,MA 01038 Undersecretary Not-va id 'thout signature v * - > .fie 7•wq"..-•.... s .. . r .",,,;Y , s i .�. , Chesterfield Rd ', :�- r r : v Main electric _-t :" r =�V. panel in • , �, �� �. � uuuitt i •f1? (I 'end F : 1^'*;r�,' ':, t basement .^ =r,1 ' ' , ltv * . r 1 i g Y . + : *, a .��' �� � .. � \e\C� - ilk''.,,t,ti'*'4 33 `fir 0.l� L�t�. I1L�� �1 I I ;} ,� ,, a�: • ,. / . , • =:.: Existing array: `t . NEW roof mounted solar arraywith �' '' 44' App ID 00187651 ' 1\.'(;. �`V. 'Cr 4 1 9.80 kW AC °,. 34x REC modules andlk ,. • •► 34x Enphase IQ8Plus-72-2-US , o p :` t *• `21, , �.�"''`' 4,., `4. . k ^", I, ` ' ', ' "'Al mi'cromverters - ,.: s# "- 7 . r • _ - �� Ifts ;11,1,1,64, . �. , ! ' ,< patl ` . �. •_ . � + ! 14 . p * ti ;# - ,- Nr:.. ..‘ ip,,, • ♦ r `4, ~ r • 5, -'.:4;411::.•1. 4 z '�'' 4 . t of � ' V yt ' - ' pre t t y. t +, ti 4"NO ` ! , y, . ;'- '1y ty? its A -•' ! '^ '► ` 3'a k let v "+«'# . +Nf 4,.1t' �, bt. y. � •'' - y v{. 3 ► ;3 �' ,� + a .sl' y irN'^J - a• ' {� ii . e AV Patricky Atty Melnik DBA Melnik Atty Patrick 306 Chesterfield Rd NORTHEAST Leeds, Ma 01053 SOLAR INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 14, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Patrick Melnik, 306 Chesterfield Rd, Leeds, MA: Structural assessment of house roof for the proposed additional PV solar panel arrays. I have reviewed the house plans and the roof truss design for the proposed PV solar panel installation. The 34'-6"x 61'-6", 1-story, ranch style house with walk out basement and attached garage was constructed in 2017. 35 PV solar panels were installed on the back east facing house roof in 2018. 27 PV solar panels are to installed on the front west facing roof and 7 solar panels on the south facing roof the 24'x 24' garage. The house roof is framed with 2x6 top chord modified Queenpost design roof trusses, installed 24" on-center, spanning 34' with an 8/12 roof pitch. The garage roof is framed with Queenpost designed roof trusses, installed 24"on-center, spanning 24' with an 8/12 roof pitch. The trusses were designed and manufactured by UFP Belchertown, LLC and have been designed for a 40 psf roof snow load, a 10 psf dead load on the top chord, and a 100 mph Vasa which corresponds to a 128 mph Vutr basic wind speed. The roofing is standing seam metal secured to 5/8"OSB roof sheathing. I have reviewed the mounting details for the proposed PV solar panel array. Based on my calculations and a PV solar panel unit weight of 46± lbs, with the attachment points of the solar arrays placed at a maximum of 32"on-center and staggered to minimize the load to any one roof truss, the house and garage roof framing are adequate to support the proposed PV solar panel arrays and the 40 psf ground snow load,the 35 psf roof snow load and the 117 mph Vuf basic wind speed requirements of the current 9t 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, �,Q��NDFAASS4 �� DAVID A. �y VRCI ^, o CIVIL No. 46317 p'y David Vreeland, PE ,off �rGO Vreeland Design Associates S/ONAL ' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Roof Area 18" l� West Facing Roofs Sq Ft 1,655 Street & Y -. Driveway Access 18 East Facing Roof Sq Ft 1,655 CI CI CI • / South-FacingRoof SqFt 256 CI36 , ElEll Ell North-Facing Roof Sq Ft 318 3 ID II Total Roof Sq Ft 3,844 ®MIMI Existing Array Area 0 1 Solar Array Solar Module Sq Ft 19.9 ©Mil CI Elell 11:11 Array Sq Ft 676.6 EllEMI Array Roof Coverage 17.6% 1 18" Required Ridge Setback 18" System Details 36" -7 System Size 34 panels Roof Pitch 42° Roofing Material Standing Seam Metal Patrick ATY Melnik DBA Melnik ATTY Patrick 306 Chesterfield Rd / NORTHEAST Leeds, Ma 01053 SOLAR ENDEPENDENCE SOLAR'S MOST TRUSTED ,,� REC , ., 4-� . i itiiiti,„, ,.. • _k nIPIP 1 ,. .. a ;..... REE ALPHO( PURE SERIE5 PRODUCT SPECIFICATIONS Y ➢f EXPERIENCE PEE 4O5w 25 YEAR P PROTRUST WARRANTY 20.3 W/T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED FEC ALPHA RJeE I 1821t2.5[71.7±0.1] CERTIFICATIONS �28[1.11 901[35.5] 460(18.1] IEC 61215:2016,IEC 61730:2016,UL 61730 ~ A IEC 62804 PID 153.7[6.05] _.. IEC 61701 Salt Mist t 1100 I43.31t ��� - IEC 62716 Ammonia Resistance -. t[o�a_o.o UL61730 Fire Type Class 2 ] IEC 62782 Dynamic Mechanical Load c d IEC 61215-2:2016 Hailstone(35mm) $ o illIEC 62321 Lead-free act.to RoHS EU 863/2015 +i 06 +; N° VI ISO 14001:2004,ISO 9001:2015,OHSAS 18001:2007,IEC 62941 0. CE017 0 11t0.2a. �10.43t0.011 ': Ynetelc LeabFree _' `l ♦WARRANTY 20 5±os... 1 1( i 1200[47.21 - ci [0.8±0.02] Standard REC Nernst 153.7(6.05] Installed by an REC Certified 7 7 u - '> t Solar Professional No Yes Yes 45[1.8] 22.5[0s1 671±3[26.4±0.121 System Size All 425 kW 25-500 kW 730(1 21 Product Warranty(yrs) 20 25 25 Measurements in mm lin) A Power Warranty(yrs) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132half--cut REC hetero'unction cells Power in Year 1 98% 98% 98% 1 Staubli MC4PV-KBT4/KST4,12AWG(4mmz) Cell type: with lead-free,gapless technology Connectors: in accordance with lEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68onlywhenconnected Power inYear25 92% 92% 92% Seewarranty documents for details.Conditions apply Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mm2)PVwire,43+47in(1.1+12m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7x40x1.2(n(1821x1016x30mm) Operational temperature: -40...+185°F(-40...+85°C) Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V 3part,3bypassdlodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft)' t Junction box: naccordancewithlEC62790 Origin: Made in Singapore ; Maximum test load(rear): -4000Pa(83.51bs/sgftr m Max series fuse rating: 25 A 4110 ELECTRICAL DATA Product Code':RECxxxAA Pure e ""' Max reverse current: 25A c PowerOutput-PMAx(Wp) 385 390 395 400 405 •= -- -- - •Seeinstallationmanualformountin instructions. u Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) ., Nominal Power Voltage-VA,PP(V) 41.2 41.5 41.8 42.1 42.4 IIP TEMPERATURE RATINGS'. ij NominalPowerCurrent-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module OperatingTemperature: 44°C(±2°C) a III v, Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAX: -0.26%/°C Short Circuit Current-Isc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Vac: -0.24%/°C Power Density(W/sq ft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient of Isc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values ''LOW LIGHT BEHAVIOUR o Power Output-PMAxx(WP) 293 297 301 305 309 '~"' u Typical low irradiance performance of module at STC: Nominal Power Voltage-VMPP(V) 38.8 39.1 39.4 39.7 40.0 cF X Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 e Z • Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 9 Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 w a ct Values at standard test conditions(STC:air mass AMl.S,irradiance10.75W/sgft(1000W/m'),temperature 77°F(25°C).based onaproduction cc spread with a tolerance of PMAx,Va&Isr±3%within one watt class.Nominal module operating temperature(NMOT:air mass AMI.S.irradiance '"' "' ' " '' ' w 800 W/m',temperature 68°F(20°C),windspeed 3.3ft/s(1 m/s).'Where xxx indicates the nominal power class(Pm.)at STC above. Irradiance(W/m')» Founded in 1996,REC Group is an international pioneering solar energy 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 www.recgroup.com panels it manufactures. Headquartered in Norway with operational a ❑ ❑ headquarters in Singapore,REC also has regional hubs in North America, ' • ,.. Europe,and Asia-Pacific. !c.. '1 r N K e' Tech Brief /fir IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solarpanels experience countless ��, p f � �� extreme weather events. Not just the worst storms in years, \ but the worst storms in 40 years. High winds capable of ��\ ripping panels from a roof, and snowfalls weighing ��:, enough to buckle a panel frame. XR Rails are the structural backbone preventing � �,. these results. They resist uplift, protect ,,cc r against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability { • requires fewer roof attachments, r- -- reducing the number of roof 1 penetrations and the amount of installation time. 1 (0 7 , Force-Stabilizing Curve t ,n Sloped roofs generate both vertical and lateral .`' "44:, forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails is specially designed to increase strength in both • ' 1, directions while resisting the twisting.This unique feature ensures greater security during extreme ' weather and a longer system lifetime. U . .. . . i., .. _... ,_- . Compatible with Flat& Pitched Roofs 1 Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series r„ compatible with a range of tilt leg aluminum alloy,then protected with an r) FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. a 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' 6' 8' 10' 12' 90 = ,+r 120 None 140 XR10 160 90 120 20 140 160 90 30 -411 160 90 40 160 • 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. ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ���_ , 7 , 1® .c.... liiY'�ii'6� s'a. LI I The Right Way! " S-5-U Clamp " ` The S-5-U clamp is by far our most ,„` popular and most versatile clamp. It fits about 85% of the standing seam profiles manufactured in North America—including most structural and r t-�•— architectural profiles. It can be used on � Nvertically oriented seams and, by rotating ;„ .. Cthe clamp 90 degrees,it can also be used 0 on most horizontal 2"seam profiles. Its simple design,generous dimensioning, RS and multiple hole orientations are what ,f 111L- }' make the S-5-U clamp so versatile for use a) Ewith the S-5!'' snow retention products, such as ColorGard' ,as well as with other +t, O heavy-duty applications. cn Installation is as simple as setting the C specially patented round-point setscrews I. into the clamp, placing the clamp on t\ 1*II —I the seam, and tightening them to the C specified tension.Then, affix ancillary RS items using the bolt provided with the E Nproduct. Go to www.S-5.com/tools 0 O for information and tools available for V Eproperly attaching and tensioning S-5! clamps. Ln ca t!) ,C S-5-U Mini Clamp RSThe S-5-U Mini is a bit shorter than the S-5-U and has one setscrew rather than CU two.The mini is the choice for attaching O all kinds of rooftop accessories:signs, The S-5-U clamp is N 4-1 walkways, satellite dishes,antennas, M rooftop lighting, lightning protection our most popular and systems,solar arrays,exhaust stack versatile clamp, fitting M bracing,conduit,condensate lines, Lo mechanical equipment—just about about 85% of the N tZ) anything!* standing seam profiles co 'i CD in North America. CO"S-5!mini clamps are not compatible with,and should not COW be used with S-51 SnoRair"/SnoFence"or ColorGard"snow CO retention systems. 5,,,,,, ,,, The strength of the S-5-U clamp is in its simple design. The patented San setscrews will slightly dimple the metal seam material but not pierce it— leaving the roof manufacturer's warranty intact. The Right Way!' The 5-5-U and 5-5-U Mini clamps are each furnished with S-5-U Clamp the hardware shown to the right.Each box also includes a bit tip for tightening setscrews using an electric screw gun.A structural aluminum attachment clamp,the 5-5-U - is compatible with most common metal roofing materials excluding copper.All included hardware is stainless steel.Please visit www.5-5.com for more information including CAD details,metallurgical compatibilities and specifications. The 5-5-U clamp has been tested for load-to-failure results $1 .. on most major brands and profiles of standing seam c R ������ roofing. The independent lab test data found at \} ,�i ..... www.5-5.com can be used for load-critical designs and o �. applications.S-5!'holding strength is unmatched in the (4, industry. o°j ,-../� 44 1,71 Example Profiles tics5 , Note:Install both �. setscrews on same [ ,J7 <' ----- -------- side of clamp. .... ..... S-5-U Mini Clamp 7 / r . / V_.. N),...., . O O .29 diFor horizontal seams under 0.65",do not use this clamp.Visit ��oy'ry�n www.S-5.com for more detailed information and proper �� clamp usage. (i3 % fir-' Please note:All measurements are rounded to the second decimal place. 5-5!°Warning!Please use this product responsibly! Distributed by Products are protected by multiple U.S.and foreign patents.Visit the website at www.5-5.com for complete information on patents and trademarks.For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses.Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel, and between 130 and 150inch pounds for all other metals and thinner gauges of steel.Consult the S-5! website at www.S-5.com for published data regarding holding strength. Copyright 2020,Metal Roof Innovations,Ltd.S-5!products are patent protected. 5-5l aggressively protects its patents,trademarks,and copyrights.Version 050721.