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36-382 (7)
230 EMERSON WAY BP-2021-1490 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-382 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-2021-1490 Project# JS-2021-002473 Est. Cost: $17825.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 10585.08 Owner: BROWN TIMOTHY Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 230 EMERSON WAY Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 0 Workers Compensation HATFIELDMA01038 ISSUED ON:6/15/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 13 PANEL 5.005 KW ROOF MOUNT SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: 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. cg )2 . ''1 • Certificate of Occupancy Signature:, • I FeeType: Date Paid: Amount: Building 6/15/2021 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner T. ' v vv0 Docursign EnQelo14:_1BA5-60D1-48D5-867D-BD1666AD99C6 Department use only z ' City of Northampton Sta-i:s of Perm t E C Building Department Curt Cut:Drive.vay Permit i 3 Z 212 Main Street Sewer:Septic Availability w A Room 100 ih ater,'Well AvailabilityD N ru o Northampton, MA 01060 TwoSets of Structk.arai Plans o irphane 413-587-1240 Fax 413-587-1272 Piot'Sits Plans C y ;uJ Other Sioec'y a liCATION TO CONSTRUCT.ALTER. REPAIR. RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE W FORMATION 1.1 Property Addreal: This section to be completed by office 230 Emerson Way Map 314 Lot 3S 2- Unit Florence MA 01062 Zone Overlay District Elm St.District Ca District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 230 Emerson Way Tim Brown Florence MA 01062 vane(Pnntl —Docusigned by: Curren;Mann,Address' -I-1 &omit, 413-727-3770 $_ Tel/roars icjnatu a "—ABB2DB616614420... 2,2 Authorized Agent; 4 j No t ' r,ar 136 Elm St, Hatfield, MA 01038 Vane(Pnnt1 Curren,Mailn,Address' 413-247-6045 signature10,,,tioliL4„ Teiephore KIyl.!.. - X7111. 11: tl i.- - ,mtr(tern Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Eatinad Total Coat of Construction from(6) 3. Plumbing Building Permit Fee 4 75 4. Mechanical(I-(VAC} 5. Fire Protection 6. Total ={1 *2+3 +4*5) $17.825 Check Number 2.1 O 7 7 This Section For Official Use Only Building Peit Numbr: 13?e 2b ZI I�'9 0 Date Pam* Issued- Signature: ///' G-I5-2a2 I Burdric Comrr**aonen1rSpedor o'Buidrx s Dote DocuSign Envelope ID:28A81BA5-60D1-48D5-867D-BD1666AD99C6 Section 4. ZONING All Information Must ae Completed. Permit Can ee Denied OW To InCOnlplrte Information Existing Proposed Required by Zoning Thra;*hrrnn i bc Filled in b? 1 ui�ding[epar:mex Lot Size _______ Frontage 1 Setbacks Front Side L: R: L: R: Rear Building Height _____ Bldg. Square Footage S� Open Space Footage at nrca'ninuf PJ 4g A pa+cJ ;arkingi u of Parking Spaces Fill: outuie&Laai_m: A. Has a Special Permit/Variance/Finding ever been issued for/on the site? N0 0 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? N0 0 DONT KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O Date Issued: C. Do any signs exist on the property? YES 0 N0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO I IF YES, describe size, type and location: E. Will the construction activity disturb itnng,grading, cavaiion.or filling}over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES.then a Northampton Storm Water Management Pemtit from the DPW is required_ DocuSign Envelope ID:28A81BA5-60D1-48D5-867D-BD1666AD99C6 SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House [7 Addition ❑ Replacement Windows Alterations) ❑ Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs (0] Decks ICI Siding l0] Other(Sk4 Brief Description of Proposed Install 13 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga.if Now house and or adaton to'iodating housing",oontoloto the n0: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction_ Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woadstoves Number of each g. Energy Conservation Compliance. Masscriack Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No i. Depth of basement or cellar floor below finished grade Ic. 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 BUILDWG PERMIT Tim Brown as Owner of the subject property hereby authorize Northeast Solar to act on my behalf,in all matters relative to work authorized by this building permit application. e—DocuSiyned by: 4/16/2021 4111111111111/ Si azure of Own' Data Gregory Garrison/Northeast Solar ,as Oivnen'Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the best of my knowledge and belief_ Signed under the pains and penalties of perjury. Gregory Garrison 44d, 4).::t:: , L /2 A DocuSign Envelope ID:28A81BA5-60D1-48D5-867D-BD1666AD99C6 SECTION 8-CONSTRUCTION SERVICES 1).1 Licensed Construction Supervisor: Not Applicable 0 Phillip Baunsgard Noma of Llamas Haider. C5106113 License Number 41 Heath Rd Colrain, 01342 6/7/23 Addy Expiration Cute 413-247-6045 $ ophone !.ReQltared Hama Contraclor Not Applicable 0 Northeast Solar 169641 Company Name Registration Number 136 Elm S . Hatf'eld Ma 01038 7/13/2021 Address Expiration Date Telephone 413-2 4 7-6 04 5 T 'kt4r � SECTION 10- . '+ ' . PENSATION INSURANCE AFFIDAVIT(M.6.L c.152.125C(d)) Workers Compensation Insurance affidavit must be combated and submtted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....._.$l No 0 11. -Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) 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 suner4isor.CMR 780. Sixth Edition Section 1083.5..1, Definition of Homeowner:Person(s)who own a parcel of land on which hc.she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached struchucs 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 performed ander the buildina nerdy As acting Construction Siijery sot 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. Tlx 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:28A81BA5-60D1-48D5-867D-BD1666AD99C6 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: `� W1 WSDyN ti1/4-3aUl The debris will be transported by: 101 l 591CgeLl) The debris will be received by: l,Litt" P„LI t4rk Building permit number: Name of Permit Applicant : AO -"aP.APP-Vt-- L al! 65 i k 1 5/0/2 ( Date ignature of er i pplicant The Commonwealth of Massachusetts to_. Department of Industrial Accidents Office of Investigations • 7 _��-yy4 1 Congress Street, Suite 100 ilif •�`•r- — � Boston, MA 02114-201 www.mass.gov!dia Workers' Compensation Insurance Affidavit: G en er al Businesses Applicant Information Please Print Legibly Business/Organization Name: Northeast Solar Address:136 Elm St. Cit-;/State/Zip:Hatfield, 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. ❑RestaurantlBar/Eating Establishment 2. I am a sole proprietor or partnership and have no 7 ❑Office and/orSales(incl. real estate, auto, etc.) employees working for me in any capacity. [N o workers' comp.insurance required] 3. ❑Non-profit 3.El We are a corporation and its officers have ex ercised 9. ❑Entertairanent 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-profit organization, staffed by volunteers, 11.❑Healthcare with no employees. [No workers' comp. insurance req.] 12.❑Other *kriyapplicantthat clucks box#1 mist also fill art the sectionbelow shopping theirv.,orkers'conp.nuation policy information **If the corporate officer;have exempted thenselves,but the corporation has other employees,awor3ers'compensation policy is required and such an organization should check 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: 230 Emerson Way Lot 37 City/State/zip: Florence MA 01062 P olicy# or S elf-ins.Lic. K # WC201900019843 Expiration Date: 7/8/2021 Attach a copy of the workers' comp ensatnnpolicy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section25A ofMC*L c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP 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 of the DIA for insurance coverage verification. I do hereby certify, under : ns an . rperjnry that the information provided above is true and carrel. Signature: Late: 4/16/2021 Phone# 413-247-6045 • 1/i 0 itAlk t Official use only. Do notwn area, to be completed by city or town official City or Town: Permit?License # Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: vr.iw.mas s.4o'vldia "....N NORTSOL-01 MMONSINI ACORO CERTIFICATE OF LIABILITY INSURANCE DATE IMM/DDIYYYY) �� I 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 such endorsement(s). CONTACT PRODUCER NAME Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (A/C,No,Eat):(781)455-0700 I(A/C,No):(781)449-8976 Needham,MA 02494 ADD Imo:certificates@robiininsurance.com INSURER(S)AFFORDING COVERAGE NAIC# L INSURERA: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 INSURER 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. MAR TYPE OF INSURANCE 'ADDL SUBR POLICY NUMBER FOLLY EFF POUCY EXP LIMITS LTR INSD WVD, IMMICOIvYYYI IMIMDDIYYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PK201900018166 7/8/2020 7/8/2021 PREMST OERa ENTED rtcal 300,000 MED EXP(Any one person) $ 5,000 PERSONAL S ADV INJURY $ 1,000,000 GENII AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY (EOMBINEEnDISINGLE LIMIT $ 1,000,000 ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) S AURTEO�S ONLY x _ SCHEDULED BODILY INJURY(PeraocidentL$ X AUTOS ONLY X AUTO ONLY jeer PROPERTYDAMAGE S accident) S A X UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 1,000,000 ~' EXCESS W18 CLAIMS MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE $ 1,000,000 DED X RETENTIONS 10,000 3 C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N X I PER E A R ANY PROPRIETOR/PARTNER/EXECUTIVE WC201900019843 7/8/2020 7/8/2021 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) 1,000,000 E.L DISEASE-EA EMPLOYEE,$ 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 MCA,- , ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Commonwealth of massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrdittloti*StipprViSOr CS-106113 rj3pitaiS:06/07/2023 PHILLIP BAUNSGARAJJ 41 HEATH ROAD ?•3. COLRAIN MA 41340 f ' S.•"‘ 0/S**1:101‘ Commissioner eg, K Fltutuat.. -.UWE INIPRovemFr4i CONTRACTOR Registration valid for..A411,:;.1 ,use only TYPE:...IC before zoo oxpiration pats. If found return to: Ragkdratton Office ottonsumar,,,Attelr and Business Regulation 16064 z fi 1;3/2021 1000 W Ingron Stieet -Suite 710 Boston, A 0211S, •)P.Th EAST S:)LAR S Undersecretary 17..b 4i Nr-alie-withou signature • �• '"fir 1sr• r0 ` «• �` � NEW Roof mounted solar array: ,: � x . , `'- . ,+ t`� « ,, M,• 13x LG modules and • � t .4,, '' , _ ti,;�''�' 13x Enphase IQ7PIus-72-2-US 'y, i microinverters , #‘,. • •t �. j �. # . tit -. t. �R *mow444. '�« � 4 � 4; a. 7 , . 1. AIL • �"' # `• ,� .r :it acr 4i K r� i: "s. i.. T * v ``fw r ."► I ice �'' al ililei Existing solar array: ... , , _'r �.,. �. App: 00279089 ` i • . • ` :� ' . ' ' + , :ir' "� Rom f s .. � �'• .. _ .1 k* �• _ �, * _ Main electric ,- �'i�A-,ir�*� �� fs try y mow° ti#;e 4e .n, �; ,• � MiT � • ,- ? ,;� r + - panel in +•• • r#' 1'4 . ~• �. 7 .11 1 f 0 `;,o,.Fitfl. .. ' x ' .4 vy basement i a f4. h 4)*4 a�4- ,u. = "Owl t _ "j �v + r +S'' yyy:. �•., z y ,Fr w «� t'•t•t '�' t�"�' - 'L + �. t e.. `sue #. 4. 41 °jrs f 1 I .q a i4^" : ... ,., 47.„4 S «' r t w r �r. ° "- •t ,'i �r' f —1 ="'. M, 0 l # ,;;`•+i =off a _ t' ! fy + a, n `r ` j- F 4: µOS+ " a*"�. S +y• t" « : i.; ,� s ra; • s y�y_ ... d ;0 at wal: -0t, r 4 +.. - " "` j• r'Y ip Tom'Fver ;tt ` C. '� , , tt y�//' ate, . + of - _ f fj.�� ^ lf., ,0-. µ,4, 9 a`Z F *' .�i`+, .,i� �. } ++++`ti # #' ,rr-{ Wir • l..,tip ,i 4°�P:�. . ':t' r • ' f T b ' Timothy Brown 230 Emerson Way Lot 37 Florence, Ma 01062 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 24, 2021 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Timothy Brown,230 Emerson Way,Northampton, MA: Structural assessment of existing house roof to support proposed solar arrays. I have reviewed the manufacturers roof truss designs and the architectural plans prepared by Rosemund Construction,dated 8/7/19 for the 2-story house with integrated garage for the proposed PV solar panel installations. 24 PV solar panels were installed last year on the south facing roof of the main house. 5 new solar panels are to be installed on the south facing roof of the master bedroom and 8 new solar panels on the east facing roof of the garage. The roof of the master bedroom is framed with 2x4 top chord Fink design roof trusses installed 24"on-center, spanning 24' with a 5/12 pitch. The garage roof is framed with 2x6 top chord Fan design roof trusses installed at 24"on-center, spanning 34' with a 5/12 roof pitch. The trusses were designed and manufactured by UFP Belchertown, LLC have been designed for a 35 psf roof snow load over the master bedroom and 60 psf snow load over the garage with both trusses designed for a 15 psf dead load on the top chord, and a 117 mph Vurt wind load. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit weight of 42± lbs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one roof truss,the roof framing of the master bedroom and garage 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. �/As OFSincerely, (\:--"c‘k s��DAVID A. y VREELAND o CIVIL rn .—., No. 46317 David Vreeland, PE ' 'OisrEt�°�� Vreeland Design Associates S/ONALt 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 LG NeONFR Prime Preliminary LG39OQ1K-A6ILG385Q1K-A6ILG38OQ1K-A6ILG375Q1K-A6 General Data Electrical Properties(STC*) Cell Properties(Material/Type) I Monocrystaiine/N-type - Model LG390Q1KrA6 LG385Q1K-A6 LG380Q114116 LG375Q1K,A6 I Cell Maker LG Maivrx.n Power(Pmax) (W] 390 385 380 375 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 37.5 37.4 37.2 370 Module Dimensions(L x W x H) 1,740 x 1,042 x 40mm MPP anent(mop) [A] 1039 1030 10.21 10.12 Weight 18.5kg Open GmJtVoltage(Voo,35%) [V] 43.9 43.7 43.5 43.4 Glass(Material) Tempered Glass with AR coating Short G,oit Cunelt(Isc,*5%) [A] 10.87 10.86 10.85 10.84 Backsheet(Color) Black Module Efficiency [96] 21.5 21.2 21.0 20.7 Frame(Material) Anodized Aluminium Power Tolerance [%] I 0-.3 Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes *SIC(Standard Test Condition):Irradiance 1000 W/tot,Cell temperature 25Y,AM 1 5, Cables(Length) 1,250mm x 2EA Measure tolerance t3% Connector(Type/Maker) MC4/MC Operating Conditions Operating Temperature._ _ ['C] -40-.85 Certifications and Warranty Maximum System Voltage M 1,000 IEC 61 21 5-1/-1-1/2:2016,IEC 61730-1/2:2016, Maximum Series Fuse Rating [A] 20 UL 61730-1:2017,UL 61730-2:2017 ---_- Certifications ISO 9001,ISO 14001,I50 50001 Mechanical Test Load**(Front) [Pa] --_ 5,400 OHSAS 18001 Mechanical Test Load**(Rear) (Pa] 4,000 Salt Mist Corrosion Test IEC 61701:2012 Severity 6 'The operating ambient temperature of these devices may exceed 40•C at full rod for all wire sizes if is determined suitable in the field use application. Ammonia Corrosion Test IEC 62716:2013 **Based on IEC 61215-2:2016(Test Load-Design Load z Safety Facter(1.5)) Hail Test 25mm(1")diameter at 23 m/s(52 mph) Module Fire Performance Type 2(UL61730) Packaging Configuration Fire Rating Class C(UL 790,ULC/ORD C 1703) _ Number ofModules 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) [tom] 1,790 x 1,120x 1,227 *1)First years.98.5%,2)After 1st year 0.25%annual degradation,3)92.594 for 25 years(MD) packaging Box Gross Weight [kg] 498 Temperature Characteristics Dimensions(mm/inch) NMOT* ['C] 44*3 Paw _ [%/'CJ ---- -0.29 10420/410(SW of Short side) Voc (%PC] -0.24 -et 10020/39.4(Deanot between G,medng a Mmaxag Holes) inc [%PC] 0.04 *NMOT(Nominal Module Operating Temperature):Irradiance 800 W/tot,Ambient temperature 20Y, 175.0/6.9 Wind speed 1 m/s,Spectrum AM 1.5 16.8.0 x 30/03 x 09 1 Drain Holes a-043/02 (-) (•) luncton Electrical Properties(NMOT) Grounding Holes 8-854120/03x05 ' Model I L13390Q1K-46 1G385Q1K-A6 LG3810Q1K-A6 LG375Q1K-A6 hb,nmg Holes Madrrxm Power(Pmax) [W] 296 292 288 284 1 n MPP Voltage(Vmpp) M 35.5 35.3 35.1 35.0 $ $ MPP Current(Impp) [Al 8.33 8.26 8.19 8.12 1250.0/49.2 r jr Cable Length i�` S Open 0ntuit Voltage(Voc) [V]'' 41.9 41.7 41.6 41.4 g Short Circuit Current(Isc) [A] 8.77 8.76 8.75 8.74 3 pp pp B 8 I-V Curves 12.0- 1000W 8 8 10.0- 800W es, .� . 600 W - R - 60- 1I R.c - 400W u 4.0- 200w 2.0- \\\ 0.0 `\� 0.0 5.0 10.0 150 20.0 250 300 35.0 40.0 45.0 Valtege M ® LG■ /� LG Electronics Inc. Product specifications are subject to change without notice. � O Solar Business Division DS-U6-120-W-G-F-EN-200716 ry LG Twin Towers,128 Yeaui-daero,Yeongdeungpo-gu,Seoul 07336,Korea 02020 LG Electronics.All rights reseed r Life's Good www.lg-solarcom MLra t IRON RIDGE XR Rail Family Solar Is Not Always Sunny .: ,1::,:_ , ,,,.,: i, Over their lifetime, solar panels experience countless i''' ' ''''''''''---4::' . .-' 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 against buckling and safely and efficiently transfer loads into the building structure. '` Their superior spanning capability �� requires fewer roof attachments, {` ,a reducing the number of roof penetrations and the amount dr -- of installation time. / 4iir' ,` Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 4 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 a„ rlcompatible with 71„,h. a range of tilt leg aluminum alloy,then protected with an FlashFoot and options for flat anodized finish.Anodizing prevents surface n other pitched roof 1 1 roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. .0111) 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 •H 4' 5' 4" 6' 8' 10' 12' 90 120 m . None .. 140 • XR10 XR1' 160 90 120 20 140 160 90 30 s' 160 90 40 160 80 160 I 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 ,��_ kiltv EVALUATION REPORT Number: •• ® 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, 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 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 W.. 414. The product described in this Uniform Evaluation Service(UES)Report to has been evaluated as an alternative material,design or method of construction in order to satisfyand 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:1-8774IESRPT•Fax:909.472.4171 ANSI web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USAEOrito Page 1 of 6 Product OrIllkalan li,d, klZtt EVALUATION REPORT Number: ® 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 I of this report EZ Roof Mount Kit-K I0068-020 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 U shingles to the wood roof rafter,(3)flashing that is placed A ID 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 1/2-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 kiltv EVALUATION REPORT Number: ® 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 valuation Service 7eZitorigd 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 ktts EVALUATION REPORT Number: ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 Table 1: Allowable Loads(lbs) EZ Roof Mount Kit—K10068-001 Test Load Test Load at Load Direction at 0.250- 0.125 inch Allowable (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. Allowable load values are based on 4 fasteners penetrating through minimum '/2-inch thick wood sheathing. Page 4 of 6 %Zt4 EVALUATION REPORT Number: f • ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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 ktr* EVALUATION REPORT Number: 248 ,A) Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 EZ ROOF MOUNT COMPONENTS L®O^ nfig I Figure 2:Shoe Assembly Figure 5: Hex Cap ‘Y g Figure 3: Lag Bolt Figure 6: Flashing I 40, \II ?iii\litill Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6