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38B-032 (6) 139 SOUTH ST BP-2021-1036 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38B-032 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2021-1036 Project# JS-2021-001764 Est.Cost: $51369.00 Fee: $294.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): 50094.00 Owner: Northampton Community Music Center Zoning: URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 139 SOUTH ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMAO1038 ISSUED ON:3/23/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:48 roof top solar panels 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. n Tle Certificate of Occupancy Signature' ' I 0 FeeType: Date Paid: Amount: Building 3/23/2021 0:00:00 $294.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner P1ARp.ETV-P_Ii.77 2 2 2021 i - ;The Commonwealth of Massachusetts J 1 OF AUILDING INSPECTIONS 1 Department of Public Safety 1 r .-RTHAMPTON,MA 01060 Massachusetts State Building Code(780 CMR) - Bui 'iTg -kpplication for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number.6 'o?)+ /O ate Applied: Building Official• SECTION 1:LOCATION 139 South St Northampton 01060 Northampton Community Music Center No.and Street Cityio� G _ Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here ❑or check all that apply in the two rows below Existing Building❑ Repair 0 Alteration 0 Addition❑ Demolition ❑ (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy ❑ I Other QI[ Specify: Solar Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No 0 Is an Independent Structural Engineering Peer Review required? Yes ❑ No 0 Brief Description of Proposed Work: Install 48 solar panels on Roof SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2❑ Nightclub ❑ A-3 0 A-4 0 A-5❑ B: Business ❑ E: Educational 0 _F: Factory F-1 0 F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R 2❑ R-3 0 R-4❑ S: Storage S-1❑ S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB ❑ IIA ❑ IIB 0 IIIA 0 IIIB 0 IV 0 VA 0 VB D SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit Debris Removal: Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be Licensed Disposal Site CI Private Elor indentify Zone: or on site system 0 required CI or trench or specify: permit is enclosed❑ Railroad right-of-war Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes❑ or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain art Sprinkler System?: _ Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Northampton Community Music Center 139 South St Northampton 01060 Name(Print) No. and Street City/Town /i p Property Owner Contact Information Executive Director 413 585 0001 = - Jason@ncmc.net Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Northeast Solar Design Associates 136 Elm St, Hatfield MA 01038 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide cnnsrn,c lion on trot terms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Northeast Solar Design Associates Company Name Phillip Baunsgar CSL# CS-106113 Type U Name of Person Responsible for Construction License No. and Type if Applicable 136 Elm Street Hatfield MA 01038 Street Address City/Town State Zip 413-247-6045 - - phil@northeast-solar.com Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCF AFFIDAV1"I (M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes Jil No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor $51,369 and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ Building Permit Fee=Total Construction Cost x (I here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing 4 Mechanical (HVAC) $ Note:Minimum fee=$ (contact m cipality ` 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ $51,369 (contact municipality)and write check number here / SS C� SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I here r : test un• e p ; and penalties of perjury that all of the information contained in this application is true and accurate to - .-st of/. y kn.wl -and understanding. Gregory Garrison 4t6,411P/ President 413.247-6045 Please rint and si name iTitle Tele hone\o. I)ate P gn P136 Elm Street atfield MA 01038 permitting@northeast-solar.com Street Address WCity/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: ,g i ► , Name Date PV Permit Fee Calculator for Commercial Systems Written by Scott Troyer& Kurt Newick Jurisdiction Name: City of Northampton Project Address: 139 South St. PV Project Size (kW DC): 17 Select Separate Input Average Hours Computed Reviews Review Hours for PV Project Size Required 10 kW 100 kW 17 kW PV Plan Reviews Electrical Plan Review N/A ❑ FALSE 0.5 1.5 Structural Plan Review (1st cycle) ❑... TRUE 0.5 1.5 0.7 Clerical Time for 1st cycle C TRUE 0.4 0.5 0.4 Subtotal, Plan Review (1st cycle) 1.4 3.5 1.1 2nd Cycle Review% 20% 0.1 0.4 0.1 Total, Plan Review(nearest 1/2 hr.) 1.5 3.9 1.0 PV Inspections Rooftop Array ❑ TRUE 0.5 1.0 0.6 Ground Array E FALSE 0.5 1.0 0.0 Electrical Inspection N/A E FALSE 0.5 2.0 Subtotal, Inspection (1st cycle) 1.5 4.0 0.6 Inspection Turn Down Rate% 20% 0.225 0.6 0.1 Total, Inspection (round to 1/2 hr.) 1.7 46 0_5 Jurisdiction's Billable Rates Permit Issuance Fee: $55.00 Plan Reviewer Billable Hourly Rate $145.00 Inspector Billable Hourly Rate $150.00 Clerical Billable Hourly Rate $50.00 Total Hours (Plan Review& Inspection), nearest 1/2 hr. 3.5 8.5 1.5 Total Calculated PV Permit Fee $294 ...., Northeast February 24th, 2021 ATTN: Building inspector, I request that you grant a modification to waive the requirement for control construction for the project at 139 South St. Northampton, MA 01060 because the work is of a minor nature, will not affect health, accessibility, life and fire safety, or structural requirements and is impractical in that the cost of control construction is considerable when compared to the cost of the proposed work.Thank you for your consideration. 5g ,T1•.. 3/J/, I Respectfully, Phillip M Baunsgard Jr. MA-CSL#CS-106113 Installation Supervisor Northeast Solar Design (413)247-6045 136 Elm St. Hatfield, Ma 01038 Northeast Solar Design • 136 Elm Street, Hatfield MA 01038 • 413-247-6045 • sj >rf e The Commonwealth of Massachusetts t Depaianentof Industrial Accidents �5-.770= Office of Investigations , r 1 Congress .Street, Suite 100 " Boston, MA 02114-2017 ,d,/„. _,_ 11111.t'.mass.gov 'ilia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/'Organization Name: Northeast Solar Address:136 Elm St. City/ti tate/Zip:Hattield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/BarfEatingE.stablishm, ..it 2.1=I I am a sole proprietor or partnership and have no . ❑Office arid/or Sales(incl. real estate, auto, etc.) employees working for m e in any capacity. [No workers' comp.insurance required] El lIon-profit S ❑ We are a corporation and its offr c ers have exercised 9. ❑E.ntertairun ent their right of exemption per c. 152, §1(4), and we have 10.❑I+Ianufacturing no employees. [No workers' comp. insurance required]** 4.❑ ..Ve are anon-profit organization, staffed by volunteers 11.12Healthcare with no employees. [No workers' comp. insurance req.] 12 ❑C'tl-1er *Am;applicant that clucks box#1 rut also fill cut the sectionbelorr shaving their workers'compnuation y licy information **If tie corpsrate officers have exempted tlunuel"es,but tie corporation his oti eremployees,aworkers'co peruationpolicyrs required and'such an C.. .iniy tion siuuld cluck box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Gotham Insurance Company Insurer's Address: 141 South St City/State/Zip: Northampton MA 01060 F oliry# err elf-ins.L.ic. n #WC201900019843 l_ 7/8/2021 ExarationDate: Attach a copy of the workers' comp ensatio n p olicy declaration page (showing the policy number and exp iratio n date). Failure to secure coverage as required under Section25A of I ICrL 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 WORK ORDER and a fine of up to$250.00 a day against the violator. B e advised that a copy of this statement maybe forwarded to the Office of Investigations ort the DIA for i. ance coverage verification. I do hereby certify, under ; air i • ,erjw- that the information provided above is true and correct. Signature: Ei ate: 12/7/2020 Phone# 4132476045 ,4 //,� 44 e Official use only. Do not writ_ ' 'A£s 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 Office 6. Other Contact Person: Phone#: v'VIV!.mu s:'ondd la NORTSOL-01 MMONSINI ACORO CERTIFICATE OF LIABILITY INSURANCE DATDIYYYY) 7/10/210/2020 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()es)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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (A/C,�NLo,Ext):(781)455-0700 (AIC,No):(781)449-8976 Needham,MA 02494 h ADDRESS:Certificates@roblininsurance.com INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Gotham Insurance Company INSURED INSURER B:Safety Insurance Company 39454 Northeast Solar Design Associates,LLC INSURER New York Marine and General Insurance Company 16608 136 Elm Street INSURERD: 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 ADDL SUER POLICY NUMBER MIPOLICY EFF POLICY EXP LIMITS LTR INSD WVDIMDDIYYYY) IMMIDD/YYYYI A X COMMERCIAL GENERALLIABIUTY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 'PK201900018166 7/8/2020 7/8/2021 DAMAGETORENTED 300,000 PREMISES IEa occurrence) S MED EXP(Any one person) $ 5,000 PERSONAL 8ADVINJURY y 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY j X dai LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER S B AUTOMOBILE LIABILITY (EOMatc ident) GLE LIMIT $ - 1,000,000 ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) $ AUTOS ONLY X SCHEDULED BODILY INJURY(Per accident) $ X AUTOS ONLY X AUTO OIY PROPPEER�rnDAMAGE $ Per ) S A X UMBRELLA UAB X OCCUR 1,000,000 EACH OCCURRENCE S EXCESSLIAB CLAIMS-MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE $ 1,000,000 I 1 DED X RETENTIONS 10,000 S C WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY YIN WC201900019843 7/8/2020 7/8/2021 STATUTE ERH 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT E OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Property PK201900018166 7/8/2020 7/8/2021 BPP 225,000 A Property PK201900018166 7/8/2020 7/8/2021 BI 350,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Issued as evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE j�� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r Ais Commonwealth of Massachusetts fili OM Pu# Minn of Professuarial l rcensur>o Board of Building Regulations and Standards Constroct4Ori S+lpervistw t`S-106113 EApitea. 06/07/2121 PFNLP BAUNSG ' + 41 HEATH ROAD 4 Ilk COLRAIN MA 013* i i ,i 11111 r YA.\ C ommissiorfer R,,G,.A4,: �j .:��.� . HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before zNe expiration ate. If found return to Registration Expiration Office of consumer.i‘ lrs and Business Regulation 16964 07/13/2021 1000 W ingtcn S ' t -Suite 710 NORTHEAST SOLAR DESIGN ASSOC. Bosto 02118 GREGORY GARRISON / 136 ELM ST a;'4141ed." — HATFIELD,MA 01038 Undersecretary valid w thou signature va ,�,� tS ! Y t8 :d .6. 3 : 6 ,, ti#1.111" II , 1 19,7 i s �� 4 l r 3 • 3 t ;,',','0-,61..,',.1/,,-*.e._..,N,i:.4;.t \' t p,. . 1 s . " Via► .'' .�"f! '"� .:; Main electric , A • panel in a basement .,,. Roof mounted solar array with '�` ''•' 8x LGmodules _, Northampton Music Foundat 141 South St 4 Northampton, Ma 01060 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: March 19, 2021 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Northampton Community Music Center, 139 South St, Northampton, MA: Structural assessment of existing roof to support proposed solar arrays. I have investigated the existing roof framing for the proposed PV solar panel installation. The 2- story, 48'x 63' with 33'x 22', 2-story ell off the center front of the building was constructed around 1930. 24 PV solar panels are to be installed on the main southwest facing hip roof and 24 solar panels on the southwest facing gable roof of the ell. The hip roof of the main building is framed with 2'/4"x 6'/2" installed 16"-18"on-center, spanning 12' with an approximate 12/12 pitch. The hip rafters, based on the length of the jack rafter plumb cuts appears to 5x10. The hip rafters are attached to the corners of a 20'x 36' near flat area of roof. The ell rafters appear to be 21/4"x 7" installed 16"-18"on-center, spanning 15' with an approximate 12/12 pitch. The rafters appear straight and true with no significant visible deflection. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed arrays. Due to the near 45 degree slope of the roof and the glass surface of the solar panels, from ASCE 7-10 Minimum Design Loads for Building and Other Structures, page 36, Figure 7-2c, the roof slope factor for a cold roof, unobstructed slippery surfaces with a 12/12 slope is 0.5 of the minimum flat roof snow load. Based on my calculations, using a roof snow load of 25 psf and a PV solar panel unit weight of 41+ lbs, with the attachment points of the array placed at every other rafter and staggered to minimize the load to any one rafter, Ow existing southwest main roof framing and the southwest rafters of the ell are adequate to support the proposed PV solar arrays and the snow and wind load requirements of the current MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, r cNOF MgSDAVID A. o CIVIL No. 46317 `" David Vreeland, PE -���GiSTEC O\�� Vreeland Design Associates SS/oNAL0c' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 4 F) u' - ' i, LG N ON®2 ., ,.., ,,-„,„.,., ._.• y , 1 41, t�, 0 .. . ,-:.:,,..,,,,,.,- 360W 1 355W 1 350W The LG NeON°2 is one of the most powerful and versatile modules on the mar- ket today.Featuring LG's Cello Technology in monocrystalline n-type solar cells, the LG NeON°2 increases power output.Now includes a 25 years product and 90.1%performance warranty for higher performance and reliability. The new LG NeON°2 has been designed with aesthetics in mind using new cell design. DE C ® pg c E 'T ,,_ .44r:"--""_-.:::' - ''''''...-.---------------'----s-.--- .. - // ,,___ . \ 041V .. 'mow Feature Enhanced Performance Warranty Enhanced Product warranty LG NeON° 2 has an enhanced performance LG has extended the warranty of the NeON°2 warranty. After 25 years,LG NeON°2 is guar- 1 to 25 years,which is among the top of industry anteed to perform at minimum 90.1%of initial standards. performance. About LG Electronics LG Electronics is a global big player,committed to expanding its operations with the solar market.The company first embarked on a solar energy source research program LG in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry and materials industries.In 2010,LG Solar successfully released its first MonoX° series to the market,which is now available in 32 countries.The NeON®(previous.MonoXC NeLiNJ,NeON.2,NeONe2 BiFaoal won the"Intersolar AWARD"in 2013,2015 F1 and 2016,which demonstrates LG Solar's lead,innovation and commitment to the industry. ^' LG NeON®2 LG36ON1C-N5 1 LG355N1C-N5 LG350N1C-N5 General Data Electrical Properties(STC*, Cell Proper0es(Material/Type) Monocrystalline/N-type Model LG360N1C-NS L33S5N1C-N5 LG350N1C-N5 Cell Maker LG Maximum Power(Pmax) [W] 360 355 350 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 35.1 34.7 34.3 Number ofBusbars 12EA MPP Current(Inpp) [A] 10.28 10.25 10.22 Module Dimensions(Lx W x H) 1,700mm x 1,016mm x 40 mm Open Circuit Voltage(*c,S 5%) [V] 41.6 41.5 41.4 Weight 18.0 kg Short Circuit Current(h i 5%) [A] 10.84 10.80 10.76 Glass(Material) Tempered Glass with AR Coating Module Efficiency [%] 20.8 20.6 203 Power Tolerance [%] 0-+3 Badcsheet(Color) White •SIC(Standard Test Condition):Irradiance 1000 W/m',Cell temperature 25•C,AM 1.5, Frame(Material) Anodized Aluminium Measurement Tolerance of Pmax-f 3% Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000 mm x 2EA Operating Conditions Connector(Type/Maker) MC 4/MC Operating Temperature ['C] -40-+90 Maximum System Voltage [V] 1000(IEC) Certifications and Warranty Maximum Series Fuse Rating [A] 20 Mechanical Test Load'(Front) [Pa/psf] 5,400/113 IEC 61 21 5-1/-1-1/2:2016,EC 61730-1/2:2016 Mechanical Test Load'(Rear) [Pa/psf] 4,000/84 Certifications ISO 9001,ISO 14001,ISO 50001 *Based on IEC 61215-2 2016(Test Load-Design Load x Safety Factor(1.5)) OHSAS 18001 a Mechanical Test Loads 6,000Pa/5,400Pa based on IEC 612152005 Salt Mist Corrosion Test IEC 61701:2012 Severity 6 Packaging Configuration Ammonia Corrosion Test IEC 62716:2013 Number of Modules per Pallet [BA] 25 Hail Test 25mm(1")diameter at 23 m/s(52 mph) Number of Modules per 40h HQ Container [EA] 650 Fire Rating Class C(UL 790) Packaging Box Dimensions(L x W x H) [mm] 1,750 x 1,120 x 1,221 Solar Module Product Warranty 25 Years Packaging Box Gross Weight [kg] 464 Solar Module Output Warranty Linear Warranty. •1)First year 98%2)After 1st year 0.33%annual degradation,3)90.1%for 25 years Dimensions(mm/inch) Temperature Characteristics NMOT [ 'C] 4223 1owe.o/10.0 Pmax [%/'C] -0.34 Voc [%/'C] -0.26 ova,�.Ha i.. •• 0.0/1.5) Ise [%/°C] 0.03 "afw`a'�a.'wi.s r• 1I 0 •NMOT(Nominal Module Operating Temperature).Irradiance 800 W/m',Ambient temperature 20 C, _ -•. . !t7 I� Wind speed 1 m/s,Spectrum AM 1.5 e"'.'n �,0� I , 1 Electrical Properties(NMOT, Model LG360N1C-N5 LG355N1C-N5 LG350N1C-N5 Maximum Power(Pnrax) [W] 270 266 263 coo Length MPP Voltage(Vmpp) [V] 33.0 32.6 32.2 e MPP Current(lmpp) [A] 8.20 8.17 8.15 Open Circuit Voltage(Voc) [V] 39.2 39.1 39.0 '; Short Circuit Current(Ise) [A] 8.71 8.68 8.64 8 j I-V Curves 120 1000W .0 - N 800W ______11 8.0 600w m 6.0 • - U 400W 4.0 • 200W 2.0 • ____... 0.0 0.0 10.0 20.0 30.0 40.0 Voltage[V) • ® LG LG Electronics Inc. Product specifications are subject to change without notice. ❑N �❑N Energy Business Division DS-N5-60-C-G-F-EN-200507 J+"�� LG Twin Towers,128 Yeou1-daero,Yeongdeungpo-gu,Seoul �'i. 07336,Korea ®2020 LG Electronics.All rights reserved. �i j r.. Life's Good r r www.lg-solarcom %Ztv EVALUATION REPORT Number ,` 248 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65th Street proprietary preservative-treated or fire-retardant treated Vancouver,WA 98682 lumber SUNMODO EZ ROOF MOUNT L-FOOT KITS 3.0 PRODUCT USE FOR SHINGLE ROOFS 3.1 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies used to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ Roof Mounts are specifically designed to be used for 1.0 RECOGNITION installation of solar collectors for thermal energy or photovoltaic energy production in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 1511 and IRC Sections M2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The structural performance and weather include the load duration factor, CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance with the ANSI/AWC Foot Kits for Shingle Roofs have been evaluated and comply National Design Specification(NDS). with the intent of the provisions of the following codes and regulations: Where the roof mounts are exposed to sustained temperatures exceeding 100°F (37.8°C), uplift allowable • 2015,2012,2009 and 2006 International Building loads shall be adjusted by the temperature factor, Ct, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 International factor, Ct, which applies to the roof mount connected to Residential Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.6°C).When products are attached to wood 2.0 LIMITATIONS framing having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected, the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturer's with the NDS. published installation instructions and the codes listed in Section 1.0 of this report.Where conflicts occur,the more 3.3 Installation: EZ Roof Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table 1 of this report and shall be submitted a minimum of 2V2-inches(63.5 mm). Prior to installation, to the code official when requested.The calculations shall the roof rafter shall be bored with the required lead and be prepared by a registered design professional when clearance holes for the unthreaded and shank portions of required by the statues of the jurisdiction in which the the lag screw as set forth in Section 12.1.4 of the NDS-15 project is to be constructed. (Section 11.1.4 of the NDS-12 and-05).Threaded portion of the lag screw shall be inserted into its lead hole by 2.3 Fasteners used in contact with fire-retardant-treated or turning with a wrench and not driving by a hammer. preservative-treated lumber shall comply with 2015 IBC Section 2304.10.5 (2012, 2009 and 2006 IBC Section Use of auxiliary holes in the Shoe other than the use of an 2304.9.5 or the 2015,2012 and 2009 IRC Section R317.3 extra fastener to stop the shoe from rotating during (2006 IRC Section R319.3), as applicable. The report installation is outside the scope of this report. holder or lumber treater shall be contacted for recommendations on minimum corrosion resistance and Flashing shall be installed the full length under the shingle up to the raised portion of the flashing to prevent water re m. The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely, as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright©2018 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-877-4IESRPT•Fax 909.472.4171 I web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA Page 1 of 6 tC 17065 Product Co0675 on body 60675 t14 EVALUATION REPORT Number: 248 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 ingress under the shingle.No portion of the flashing shall complying with ASTM D1761 and F1575. The wood be bent upward;the flashing shall rest fully against the roof screws shall be long enough to penetrate and extend shingles. beyond the wood sheathing by 0.5 inch(12.7 mm). Wood screws shall be corrosion-resistant. Table 1 of this report EZ Roof Mount Kit-K10068-020 shall be installed using provides pull-out capacities and allowable lateral loads for four OMG Screws XHD002B complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by %A inch (12.7 mm) as 5.0 IDENTIFICATION described in the manufacturer's published installation instructions. SunModo's EZ Roof Mount Kits - K10068-XXX are identified with a label bearing the manufacturer's name and 4.0 PRODUCT DESCRIPTION address,product designation,IAPMO Uniform ES Marks of Conformity, compliance code, the name of the inspection 4.1 Product Information agency(when applicable)and this evaluation report number (ER-248). 4.1.1 EZ Roof Mount Kit-K10068-001:consists of five basic components: (1) shoe assembly with captive waterproof washer, (2) lag bolt to fasten through the shingles to the wood roof rafter,(3)flashing that is placed A P M O U E S under the row of shingles above the shoe and then over the shoe, (4) L-Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. TM Figures 2 to 6 of this report illustrate the components. Or IAPMO ER-248 4.1.2 EZ Roof Mount Kit-K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer,(2)OMG Screws XHD002B (lag bolt not included), (3) flashing, (4) L-Foot, and (5) hex cap. Testing and analysis data submitted is in conformance with Figures 2 through 7 of this report illustrate the components. IAPMO UES Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(EC 002-2017). 4.2 Material information: EZ Roof Mount is fabricated from aluminum. The Shoe assembly is fabricated using Rain test data and thickness of aluminum flashing casting aluminum alloy with dimensions of 2.80 inches(71 submitted is in conformance with ICC-ES AC 286, Roof mm)in diameter and 1.00 inches(25.4 mm)in height.The Flashing for Pipe Penetrations-Approved October 2012, Shoe assembly is secured using one 5/16-inch(7.94 mm) editorially revised August 2013. Rain test conforms to diameter lag bolt that is 4 inches(102 mm) in length and Underwriters Laboratory Standard for Gas Vents,(UL 441- made of stainless steel. Flashing is fabricated from sheet 96 Section 25). Test results are from laboratories in aluminum with dimensions of 10.0 inches (254 mm) in compliance with ISO/IEC 17025. width, 12.5 inches (318 mm) in length and 0.04 inches (1.02 mm)in thickness. The L-foot is a 2.00 inch(50.8 mm)long unequal leg angle made from 6005-T5 aluminum with dimensions of 3.00 inches(76.2 mm)in depth,2.00 inches(50.8 mm)in width and 0.24 inches (6.10 mm) in thickness. The L-foot contains a 0.375-inch(9.53 mm)diameter round hole with a 0.83 inch(21.1 mm)wide and 0.99 inch(25.15 mm)(in base)that is located in the center of the base leg. One slot measuring 1.64 inches(41.7 mm) long by 0.40 inch(10.2 mm)wide occurs in the center and is located 0.30 inches (7.62 mm)from the top edge of the vertical leg,which has a scallop front and rear face.Table 2 of this report provides component material properties and figures. Fasteners used to secure the EZ Roof Mount Kit-K 10068- 020 to minimum ''A-inch (12.7 mm) thick plywood roof sheathing complying with DOC PS 1 shall be OMG Screws XHD002B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 444 EVALUATION REPORT Number: '.48 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs to assess conformance to the codes shown in Section 1.0 of this report, and serves as documentation of the product certification. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at info(auniform-es.org Page 3 of 6 %It, EVALUATION REPORT Number: : • TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Table 1: Allowable Loads(lbs) EZ Roof Mount Kit—K10068-001 Test Load Test Load at Load Direction at 0.250- Allowable 0.125 inch (Figure 1) inch deflection Design Load'•2 deflection Uplift(Withdrawal)3 1,800 695 715 Lateral 240 130 260 EZ Roof Mount Kit—K10068-0204 Test Load Test Load at Load Direction at 0.250- 0.125-inch Allowable (Figure 1) inch "deflection Design Load 2 deflection Uplift-2 in. screw 770 396 200 Lateral-2 in. screw 232 114 85 Uplift-3 in. screw 777 390 177 Lateral -3 in. screw 264 157 102 For SI: 1 inch=25.4 mmm Footnotes Allowable load values are based on the least value from ultimate load tests divided by the safety factor,calculated fastener capacity(withdrawal or lateral)for wood, or allowable stress of the connector load(specified in Section 5.4 of EC002-2016), whichever is the lowest. 2 Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal). 3. Allowable load values for withdrawal are based on a minimum fastener penetration of 21/2 inches into the roof rafter. a. Allowable load values are based on 4 fasteners penetrating through minimum 1/2-inch thick wood sheathing. Page 4 of 6 EVAktiZtt LUATION REPORT Number 248 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Figure 1, Loading Directions TABLE 2:MATERIAL PROPERITES Component Material EZ Roof Mount Kit—K10068-XXX Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 OMG Screw XHD002B(#15x2 or Corrosion resistant wood screws #15x3) L-foot Aluminum alloy 6005-T5 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 Page 5 of 6 krAt EVALUATION REPORT Number: v48 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS liiir- - Lassio.) MO I t't I Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: Lag Bolt Figure 6: Flashing ^\ 1 ` ...4&!, Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6 IIMIM ;# IRON RIDGE XR Rail Family Solar Is Not Always Sunny ,, Over their lifetime, solar panels experience countless ` extreme weather events. Not just the worst storms in years, .4 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 against buckling and safely and efficiently ` �_ _, transfer loads into the building structure. Their superior spanning capability r requires fewer roof attachments, reducing the number of roof t�'� penetrations and the amount of installation time. 1./. (6,, , -k \ ' #it .4„,,,,,, t< , Force-Stabilizing Curve 4 Sloped roofs generate both vertical and lateral = +' t 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 directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat& Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series 4 compatible witharangeoftilt leg aluminum alloy,then protected with an FlashFoot andoptions for flat anodized finish.Anodizing prevents surface 1other pitched roof roofmountingand structural corrosion,while also providing attachments. applications. a more attractive appearance. 1115.1kb. 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 Snow(PSF) Wind (MPH) In.�. 5'4" , 90 120 None r- 140 XR10 •1000. 160 90 120 20 140 160 • 90 30 160 90 40 160 3 . 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 ,A�_