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17A-076 (10)
8 CLOVERDALE ST BP-2021-1366 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-076 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-2021-1366 Project# JS-2021-002258 Est.Cost: $34736.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 169641 Lot Size(sci.ft.): 11107.80 Owner: CULVER TRACEY A P Zoning: RI(100)/URA(100)/WSP(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 8 CLOVERDALE ST Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 () Workers Compensation HATFIELDMA01038 ISSUED ON:5/24/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 27 PANEL 10.395 KW SOLAR SYSTEM ON ROOF 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 NO 'THAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. I0 ),2 511,13, Certificate of Occupancy signature: FeeTvpe: Date Paid: Amount: Building 5/24/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner DocuSign Envelope1D:.ie14FB1B-1958-44FE-A55F-554B428CE8EA i\ , - Department use only City of Northampton Status of Pennni: -< Building Department Curt Cut�'iki�reway Permit � 212 Main Street Sather-Septic Availability (.o o Room 100 lb aterWell Availability �P 0 Northampton, MA 01060 To.°Sets of Structural Plans �� phone 413-587-1240 Fax 413-587.1272 Ptot'Sito Plans ' ��L Other Soecty NPPLlCATK PI TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATICS, 1.1 Rmaertr AMritIe: This section to be completed by office 8 Cloverdale St map 17 A Lot C. '7(p Unit Florence MA 01062 Zone f l V0) Overlay District(.IRA (.l oa Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 8 Cloverdale St Tracey Culver Florence MA 01062 %Awe(Prints /—Docusiyned by: Cur►err,Mating Address' 413-584-1828 _ i pI re -iignatUre \-3150BF274A25458... 2.2 Authorized Agent: No jilt it r 136 Elm St, Hatfield, MA 01038 44d V (ane Pnntl / Curren,Mailing Address. rJ 413-247-6045 SignatureAit "( 0� i `.� Tdept re fig..., - 71 .._ Illi. 1,i. -:1 : -•.�! - Item Estimated Cost(Dollars}to be Official vial Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee cc 4. Mechanical(HVAC) 5. Fire Protection 6. Total =(1 *2+3 +4* 5) $34.736 Check Number .1/0 7 This Sialio! OMANI Uw Only Date Building Perot Number: 3P 2.0 2/—/3 4& Issued: l il Signature: it i I r1 ,clic 'J < v�/ Corrwr aecnerflrepector ce But* Ddtr DocuSign Envelope ID: 1 B14FB1 B-1958-44FE-A55F-554B428CE8EA Section 4. ZONING AU Information Must Be Completed. Permit Can ae Denied Due re,Incomplete Information Existing Proposed Required by Zoning This;vhmm wins hllod in b. Buiiiing Deparancr. Lot Sias Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage °•, asil I u of Parking Spaces Fill: _... (�alwx k Locar�cm? A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW ® YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? N0 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO :4 DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO 4P. IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO Pei IF YES, describe size, type and location: E. 1MII the construction activity rsturb(bring,grading cavahon.or filling)over 1 acre or'sit part of a common plan that will disturb over I acne? YES +'�1 NO IF YES.then a Northampton Storm Water Management Permit from the DPW is required_ DocuSign Envelope ID:1 B14FB1 B-1958-44FE-A55F-554B428CE8EA SECTION 5-DESCRIPTION OF PROPOSED WORK(check all aooficable) New House (l Addition ❑ Replacement Windows Alteration(*) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs (O] Decks (q Siding (o] Other(9e Bnef Description of Proposed Install 27 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovabng unfinished basement Yes No Plans Attached Roil -Sheet Ss.If Now haute and or addition to iodating housing.complete the following: a. Use of building:One Fern hi Two Family Other b. Nurnber of rooms in each family unit: Numtter of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction_ Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of construction �. Is construction within 100 ft.of wetlands? Yes No. Is cons rucbon within 100 yr. floodplain Yes No i. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLES FOR BUILDWO PERMIT Tracey Culver as Owner of the subject property hereby authorize Northeast Solar to act on my beha)LigogigstEgrs relative to work authorized by this building permit application. .T ro11 04, ,re^ 4/13/2021 Si alum of dormer_ Date Gregory Garrison/Northeast Solar as OwnerlAuthorized Agent hereby declare that the statements and informabon on the foregoing application are true and accurate.to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Gregory Garrison Print Name 2.t Siirieure of dorneriAQerrt kii !' `� DocuSign Envelope ID: 1B14FB1B-1958-44FE-A55F-554B428CE8EA SECTION 8-CONSTRUCTION SERVICES $.1 Licensed Construction Supervisor: Not Applicable 0 Phillip Baunsgard Name of License Holder. CS 10 6113 License Number 41 Heath Rd Colrain Ma 01343 6/7/21 Addy Expiration Date 413-247-6045 Si re relophone !.Raahtanld Homo ltttotoventont Contractor; Not Applicable 0 Northeast Solar 169641 Company Name. Registration Number 136 Elm Ha -1• Ma 01038 7/13/2021 Address / Expiratcn Date `/ Telephone 413-2 4 7-6 04 5 /�t , i SECTION 10- • - • PENSATION INSURANCE AFFIDAVIT(M.O.L c.152.§25C(8)) Workers Compensation Insurance affidavit must be completed and subrrrtted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Signed Affidavit Attached Yes.......X] No 0 11. -Home Owner Ex tion The current exemption for"homeowners"was extended to include Owner-occupied Dwelllnas of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as sanenisor.CMR 780. Sixth Edition Section 108.3.5.1, Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and or farm structures.A person who constructs more than one home In a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that hefshe shall be responsible for all such work uerfhrmed ander the baildine Hermit, As acting Constrnedon Siperrlsor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,von may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature_ —_-- — DocuSign Envelope ID:1B14FB1B-1958-44FE-A55F-554B428CESEA City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 610 r oLte -- The debris will be transported by: 'Nar-{1,4A4— SAA,,,e- Gra, The debris will be received by: (j'- & 012..alf.UnS, Building permit number: Name of Permit Applicant : PO 441,NQ,44-- cZ5� t� 6/1//z Date ignature ermit ppli t ,, The Commonwealth of Massachusetts Department of Industrial Accidents x J'' Office of Investigations t 1 Congress .Street, Suite 1011 =fie ;.' Boston, MA 02114-2017 www.mass.gov/dui 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#:413-247-8045 Are you an employer? Check the app rop riate box: Business Type(required): 1:El I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/Eating Establishment 2.0 I am a sole proprietor or partnership and have no 7 ❑Office and/or Sales(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 ex ercised 9. ❑Entertainm ent their right of exemption per c. 152, §1(4), and we have 10.❑Manufacturing no employees. [No workers' comp. insurance required]** 4.El We are anon-profitcrganization, staffed by volunteers, 11.0Healthcare with no employees. [No workers' comp. insurance req.] 12.❑Other *Any applicant that clucks box#1 must also fill cut the sectionbelow shoving their workers'compensation policy iv:ormation **If flu corporate officers have exempted tlumselves,but the corporation has otlur employees,awothers'compensation pnliry is required and such an oganization should cluck box#1. l 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: 8 Cloverdale St City/State/zip: Florence MA 01062 Policy# orSelf-ins.Lic. m #WC201900019843 Expiration Date: 7/8/2021 Attach a copy of the workers' comp ensatio n p o lcy declaration page (showing the p olicy number and exp iratio n 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 f. insurance coverag-,verification. I do hereby certify, wide ti!e ,r ins d pa a ofperjwy that the information provided above is true wed correct. Signabire: • D ate: 4/13/2021 Phone#:413-247-60�'5 r 14 , Official use only. Do notwri in this 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#: www.mas s govldia NORTSOL-01 MMONSINI ,a►CORO CERTIFICATE OF LIABILITY INSURANCE DATDIYYYY) 7/10/2020 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(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 rights to the certificate holder in lieu of suchendorsement(s).CONTACT PRODUCER NAME: Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 INC,No,EA:(781)455-0700 (NC,No):(781)449-8976 Needham,MA 02494 SS;certificates@roblininsurance.com INSURERS)AFFORDING COVERAGE NAIC M INSURER A:Gotham Insurance Company INSURED INSURER B:Safety Insurance Company 39454 Northeast Solar Design Associates,LLC INSURER C:New York Marine and General Insurance Company 16608 136 Elm Street IN SURER D: 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 SUBR POUCY NUMBER FVOLICY EFF POUCY EXP LIMITS LTR INSD NNQ IMM/DD/YYYY1 IMMIDO/YYYY) 1,000,000A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE X OCCUR PK201900018166 7/8/2020 7/8/2021 PREM SETO RENTED terla) $ 300,000 MED EXP(My one person) $ 5,000 PERSONAL&ADVINJURY S 1,000,000 GEM_AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POUCY X j I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY ICEOMBBIIN D SINGLE LIMIT dent) $ 1,000,000 ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) S ORTU EONS ONLY x AUUTNOSSyU�L�EEDp BODILY INJURY(Per accident) $ X AUTOS ONLY _X AUTOS ONLY PeOPERYDAMAGE $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS UAB CLAIMS-MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE $ 1,000,000 DED X I RETENTIONS 10,000 $ C WORKERS COMPENSATION y PER AND EMPLOYERS'LIABILITY YIN X STATUTE I ERH ANY PROPRIETOR/PARTNER/EXECUTIVE WC201900019843 7/8/2020 7/8/2021 E.L EACH ACCIDENT S 1,000,000 OFFICER MEMBER EXCLUDED? I 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 I 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 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Ctrnmonweallh of MesSaLMesK_ is } DiwsioA of Professional licensur Board of Building Regufa1ions and Standards Constr. n $opervisor CS-106113 E.6Pires: 06/07/2021 PHLI JP B 4 UNSG 7,1 41 HEATH ROAD .1.IP COLR/UN M A 01340 t/ ti N'‘‘. Commissioner AA.A.t..4r414.40.104._ HOVE:IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before expiration pats. If found return to Registration Expiration Office o onsumar Affairs and Business Regulation 16984I; 07/13/2021 1000 W ington S t -Suite 710 NORTHEAST SOLAR DES561.4AuSSOC. Bosto , 02115 GREGORY GARRISON 136 ELM ST f .✓ �eGc HATFIELD,MA 01038 Undersecretary valid nature £ S T , 1 1 ',,, Iii4P. . —.'t — -**A , 44,6•4.,,,*..A11'.2-- '-.A..i.--:. VA e•• . - \ 'V arOVE-.I . , , }. t • .- 4 ,-, _... „ P ' �, ' 4. 0 Main electric 1 panel in 4 t-.% A basement ',;* c. \-\ ilii - ., ' R 1f�c , ._. , •+- 10 i 1‘,._ l'\,., 0:. ak...„ _ \ i ., ...,:iiii, 404( lc 4 4• 4 1 * , 4 - , i Roof mounted solar array with �'N 27x LG modules and ; I. ° ,. ;� ` 27x Enphase IQ7Plus-72-2-USA' N\1/4„,........„;\ . Pr '1;1'.` - \ 1 43-"Di i I mlcrolnverters } Tracey Culver 8 Cloverdale St4 4.4eigle:ie Florence, Ma 01062 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 14, 2021 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Tracey Culver, 8 Cloverdale St, Florence, MA: Structural assessment of existing house and porch roofs to support proposed solar arrays. I have investigated the existing roof framing in the areas of the proposed PV solar panel installations. The original 1-1/2-story, 24'x 30' cape style house with a 10'x 15' porch off the back west facing side of the house was constructed around 1943. A 14'x 18' addition was built off the south gable end and appears to have been added at a later time. 10 PV solar panels are to be installed on the front east facing roof of the house, 13 solar panels on the back west facing roof of the house and 4 solar panels on the porch roof. The house roof is framed with full dimension 2x6 rafters installed 18"on-center, spanning 11'-6"with an 8/12 pitch. 2x4 kneewalls, located approximately 4' back from the exterior walls reduce the span of the rafters and appear to be supported on 2x8 floor joists. The rafters of the porch could not be seen, but based on measurements appear to be the full dimension 2x6 rafters installed 18" on-center, spanning 9'-8" with a 2/12 pitch. The porch rafters are supported on the west exterior wall of the house. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed solar arrays. Based on my calculations and a PV solar panel unit weight of 41 f lbs, with the attachment points of the arrays placed at a maximum of 54" on center on the house and 36"on-center on the porch and staggered to minimize the load to any one rafter, the existing roof framing of the house and porch roofs 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, vH OF MAssq DAVID A. �y VREELAND �4 , cw \ CIVIL v N0 446317 David Vreeland, PE �/5T Vreeland Design Associates FSS/ONALc 3 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 LG NeON` R Prime Preliminary LG390Q1K-A6 I LG385Q1K-A6 I LG380Q1K-A6 I LG375Q1K-A6 General Data Electrical Properties(STC*) Cell Properties(Material/Type) Monocrystalline/N-type Model LG390Q1K-A6 LG385Q1K-A6r LG380Q1K-A6 LG375Q1K-A6 Cell Maker LG Maximum Power(Knox) [W] 390 385 380 375 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 37.5 37.4 37.2 37.0 Module Dimensions(L x W x H) 1,740 x 1,042 x 40mm MPP Current(knpp) [A] 10.39 1030 10.21 10.12 Weight 18.5kg open Oran Voltage(Voc,35%) [V] 43.9 43.7 43.5 43.4 Glass(Material) Tempered Glass with AR coating Short Omit Comet(Ist,3596) [A] 10.87 10.86 10.85 10.84 Backsheet(Color) Black Module Efficiency [%] 21.5 21.2 210 20.7 Frame(Material) Anodized Aluminium Power Tolerance [%] 0-.3 Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes *SIC(Standard Test Condition) Irradiance 1000 W/m',Cell temperature 2S,AM 1.5, Cables(Length) 1,250mm x 2EA Measure tolerance x3% Connector(Type/Maker) MC4/MC Operating Conditions Certifications and Warranty OperatngTemperature* [°c] 40-.85 Maximum System Voltage [V] 1,000 IK 61 21 5-1/-1-1/2:2016,IK 61730-1/2:2016, UL 61730-1:2017,UL 61730-2:2017 Maximum Series Fuse Rating [A] 20 Certifications ISO 9001,15014001,ISO 50001 Mechanical Test Load**(Front) [Pa) 5,400 OHSAS 18001 Mechanical Test Load**(Rear) [Pa] 4,000 Salt Mist Corrosion Test IK 61701:2012 Severity 6 'The operating ambient temperature of these deuces may exceed 40•C at full load for all wire sizes if is determined suitable in the field use application. Ammonia Corrosion Test IK 62716:2013 *•Based on IEC 61215-2:2016(Test Load-Design Load x Safety Factor(1.5)) Hail Test 25mm(1')diameter at 23 m/s(52 mph) Module Fire Performance Type 2(UL 61730) Packaging Configuration Fire Rating Class C(UL 790,ULC/ORD C 1703) Number of Modules Per Pallet [EA] 25 Solar Module Product Warranty 25 Years Number of Modules Per 40ft HQ Container [EA] 650 Solar Module Output Warranty Linear Warranty' Packaging Box Dimensions(L x W x H) [mm] 1,790 x 1,120 x 1,227 •1)First years 98.5%,2)After 1st year.0.2596 annual degradation,3)92.596 for 25 years(TBD) Packaging Box Gross Weight [kg] 498 Temperature Characteristics Dimensions(cam/inch) NMOT* [*C] 44±3 Pmax [WC] -0.29 Vac [95/°C] -0.24 - 10420/41.0(She of Short Side) Incse- PVC] 0.04 10020/39A(Demme between Groundng a Mounrg Halebl 400/157 •NMOT(Nominal Module Operating Temperature)Irradiance 800W/m',Ambient temperature 20•C, 175.0/69 fwe--► Wind speed lm/s,Spectrum AM 1.5 16-80x30/03x01 1 Drain Holes 8-043/02 ( ) (+) Mo Holes Electrical Properties(NMOT) Cou°ng nbnaex - 9-a.5x120/03o06 Model LG390Q1KA6 LG385Q1K-A6 LG380Q1K-A6 I LG375Q1K-A6 Mounting Holes Maximum Power(Pmax) [W] 296 292 288 284 I I MPP Voltage(Vmpp) [V] 35.5 35.3 351 35.0 MPP Current(knpp) [A] 8.33 8.26 8.19 8.12 50 0/49 2 g I Open Circuit Vohage(V«) [V] 41.9 41.7 41.6 41.4 cable te:,9m Short Circuit Current(Isc) [A] 8.77 8.76 8.75 8.74 1 11 11 g A 3 n 9,3 I-V Curves ` 12.0- mow - 10.0- 800W • ..-S 80- 600W 1 °I!7:- : Fa o o `e 400W a 4.0- .--.....\\ 200W zo- j 0.0 0.0 5.0 100 150 20.0 25.0 300 350 40.0 450 Voltage(V] 0 LG LG Electronics Inc. Product specifications are subject to change without notice. Solar Business Division DS-U6-120-W-G-F-EN-200716 LG Twin Towers,128 Yeoui-daero,Yeongdeungpo-gu,Seoul 07336,Korea 6)2020 LG Electronics.All rights reserved Life's Good www.lg-solarcom L _.i Tech Brief IRONRIDGE XR Rail Family Solar Is Not Always Sunny , -e / ms. Over their lifetime, solar panels experience countless 1 extreme weather events. Not just the worst storms in years, / ,/ but the worst storms in 40 years. High winds capable of f ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. / / i- -t + t 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 �, requires fewer roof attachments, reducing the number of roof i .1,. ,, . , _ - : penetrations and the amount of installation time. s Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 44,E 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 ,r directions while resisting the twisting.This unique .7 feature ensures greater security during extreme weather and a longer system lifetime. It Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials rur'--.'""' XR Rails are - -"' '- IronRidge offers All XR Rails are made of 6000-series s, compatible with �� a range of tilt leg aluminum alloy,then protected with an reo) FlashFoot and 1�-1 options for flat other pitched roof I t 1 anodized finish.Anodizing prevents surface 111 roof mounting and structural corrosion,while also providing iga attachments. applications. a more attractive appearance. r fir .._. Tech Brief re_. 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. ill ll _______--k a ....„...............3 __,.................„1111 „....................„ ________ 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 a None — i 140 XR10 XR100, XR1000 160 i 90 i 120 20 140 160 30 90 160 90 40 - 160 80 160 fr 120 160 I '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 /��_ kiZt* EVALUATION REPORT Number: �y ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65' 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, C1, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 Intemational factor, C1, 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 2'/2-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 „,., • 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©2019 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-877-41ESRPT•Fax:909.472.4171 ANSI web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USAIE[ort® Page 1 of 6Product CordrIcattort b,', *OM krZtv EVALUATION REPORT Number: 448 ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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 %2 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 I Ar, shingles to the wood roof rafter,(3)flashing that is placed r M O 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 ES threads and (5) hex cap that is secured on to the shoe. or Figures 2 to 6 of this report illustrate the components. 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 %2-inch (12.7 mm) thick plywood roof sheathing complying with DOC PSI shall be OMG Screws XHD002B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 4:ttt EVALUATION REPORT Number: 48 ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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 //,(:4/7,did 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@uniform-es.org Page 3 of 6 ktt, EVALUATION REPORT Number: ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 Table 1: Allowable Loads(Ibs) 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- Allowable 0.125-inch (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 2'/2 inches into the roof rafter. 4. Allowable load values are based on 4 fasteners penetrating through minimum 1/2-inch thick wood sheathing. Page 4 of 6 ktiZtt EVALUATION REPORT Number: 48 ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 Figure 1, Loading Directions „4004► 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 6 444 EVALUATION REPORT Number: '48 ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 EZ ROOF MOUNT COMPONENTS /0!n rm;e) 4110 Figure 2:Shoe Assembly Figure 5: Hex Cap 9 miter Figure 3: Lag Bolt Figure 6: Flashing \\tit.!;,111111%040 Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6