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36-263 (9) 183 MAPLE RIDGE RD BP-2019-0070 GIS 4: COMMONWEALTH OF MASSACHUSETTS MapBlock: 36-263 CITY OF NORTHAMPTON Lot-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit. Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cateeorr SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0070 Project# JS-2019-000104 Est Cost$32302.00 Fee,$75.00 PERMISSION IS HEREBY GRANTED TO. Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): 108900.00 Owner: CARLIS BEN z nin : Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 183 MAPLE RIDGE RD ApplicantAddress: Phone: Insurance: 136 ELM ST (413) 247-6045 O Liability HATFIELDMA01038 ISSUED ON.711712018 0:00:00 TO PERFORM THE FOLLOWING WORA%-26 SOLAR PANELS ON ROOF 9.36KW 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. Certificate of Occuoancv Signature: FeeTvpe: Date Paid: Amount: Building 7/17/20180:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner City of Northampton Building Department 212 Main Street Room 100 dW1VW!! 1 Northampton, MA(11'160 W1 phone 413-587-1240 Fax 413.5 7-1272 7 HEC --ovaZ" APPLtCAMN TO CONSTRUCT,ALTER REPAIR, I E ATE OR DEMOLISH A 0 E 0 TWO FAMILY DWELLING I JUL I to 10 SECTION I-SITE INFORMATION 12-0 - -70 i I 1.1 Proneny Address: DEPT OF fi%�LDININIRMV"'I Car" cini Pisole,VY ce � N.nr 183 Maple Ridge Rd C:Q(lp Unit Northampton MA 01062 acne Overlay District_ Elm SL Dk*kt ca wwwa— SECTION 2-PROPERTY OWNERSHIPIAUTHORIZEDAGENT 2.1 Owner of Record- 183 Maple Ridge Rd Ben Carts Northampton MA 01062 %.,ry(I'"t) C�m Wilind Andress' (610) 349-7619 �eeepae b'gna,um 22 Authorized Agent: A Not Slodar 136 Elm St. Hatfield. MA 01038 Ns'e(Pniqj C,mW,Melling Address' V 11 413-247-6045 IV\ IWALAU1%. Tdayhdee SV=— I -mmucacosTs Item Estimated Cast(Ddlairs)to be CHI Use Only gombeled by beirmit icant 1. Building (a)Bulklexi Permit Fee 2. Ejechical (b)E Taal Cost or C;onevinxim from 3. Plumbing Building Per"Foe 4. Mechanical(HVAC} 5.Fire PntsIcbw 6. Tolel =(I -2 t3-4a5 32,302 Check Number q 75a This Section Eg Mial a"On Building Pennic NumlMC:,—j Deco Sig Dole- V Section 4. ZONING 0.11 Infmmatlm mum ar CnmplMte, P nitLan er vrnlm na to In49mplMr Infra abm Existing Proposed Required by Zoning Th»s finnn to h-IiII,U aui:din6 0.y:armcr Lot Sia Fmnta c Scahacks Front Sick L:___R:-------. L:__.._R Roar . Building Heigh Bldg, Square Footage S6 ,.... Open Space Footage 45 (tq1 Xrta rnl,inf b%h a M"vil ....._.. k of Parking Spaces Fill: ... volume i Lv:ar' A. Has a Spedat PermltlVariancel Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES IF YES,date issued: IF YES: Was the permit recorded at the/R�e+g,istryof Deeds? V NO © DOWT KNOW YES O IF YES! enter Dook Page aetl/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained © , Date Issued: C. Do any signs exist on the property? YES O NO (D IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO 0 IF YES, describe size, type and location: : - E. WIII mecanaWcoon activiry daNm llXfanrg,gradingiFeJ.W.wfilling)war 1 acre a is ii pan of a conmon plan that w it dierurb oval acre? YES *(.J1 NO IF YES,then a Northampton Stam Water Management Permit from the DPW is required. SECTION S-DL&B P71DN DE,121321 510 WORN bank all aoollcahlei Naw House ❑ Addition ❑ Repiademem Windows Alteratlonjsj ❑ Rooting ❑ Or Coca 3 Accessory Bldg. ❑ 0emolltlon ❑ New Signa (d] Decks ICS Siding(oj Other(K Work Description of Proposed Work: Install 26 solar panels on Roof Aheralion W existing badromt_Yes_No Adding naw bedroom Yes Nin Attached Nemeth a Renovating unfinished basement _Yes No Pans Attached Rall -Sheet di4sevr house and or addWan to fWadrro hctgsla . " ha-Am a. Use of building:One Famy Two Fsmly Otnaf b. Number of roemsm sach family unit: Number of Bathrooms c. Is mesa a garage attached? d. Proposed Square footage of new construction. Dimensions_ e. Number of stories? I. Method of heating? Fireplaces or Woodstoves Numbarof each g. Energy Conservation Compliance. Mass&eck Energy Compliance form attached? h. Type of construction i. Is construction within 100 R.of wetlands?_Yes _No. Is consauctim within 100 yr. floodplain`Yes_No I,. Depth of basement or cellar floor belox finished grade k. Will building conform tot"Building and Zoning regulations? _Yes —No. I. Septic Tank_ City Sexes_ Private well_ City water Supply SECTION 7a-OWUM AUTHORIZATMM-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Ben Carlis ,as Owner of the sublect property hereby euttwrize Northeast Solar to so on my bghaH," ell m ra relative to wady authorized by this building permt application. G/P'/I P Si sure r�C?fnnn' Date I. Gregory Garrison/Northeast Solar as OwnsdAulhodzed Agent hereby declare that Me statements and information on the foregoing appiiostior are true and accurate,to the best of my knowledge and belief. Signed under the pans and penalties of perjury. Gregory risort Print t.enw G 6 �g Si euro or ormeeJ Dare SECTION S•CONSTRUCTION SERVICES 8,1 Licensed Cansnuctlon SLOBNIaor, Not AppllCsWe ❑ Name of L3temae Holder Phill_p Baunsgard CS106113 : Lipehse Nurber 41 Heath 3d Co_rain, Md 01346 6/7/19 Exairalim Oax� - 413-247-6045 apJm 1'algpfiane Rrelahtr'4d!dHam[JaR6mvarnerNT.*di"itraetw: Not Applicable ❑ Northeast Solar 169641 Company Name Registration Numoer 136 Elm SI . Hatf d,, Ma 01039 7/13/2019 Address Expiration Date Telephone 413-247-6045 SECTON 16 PENSATION INSURANCE AFFIDAVIT IM.O.L.e.152,§25C(f)) Workers Compensation Insurance afhdasit must be corrpetad and submlW+lith this application.Failure W pmmdB this afgdevN will result in the denial of the issuance of Vie building permit. Signed Affidadt Attached Yes..._..M No.... . ❑ 11.`=dame r' ` diii The current memption for"homemvners'was extended in include Owner-occepled D"v[Wws of one(1) or iwo(2)families and in allow such homeowner to engage an individual for hue who docs not possess a license,pravlded that the mirmer a"s as,saners lar.CMR 710, SUM EdIdon Section IOLUI,, I,, De()S)j)pn of HjaMg woer: Person(a)who own a parcel of land on which hclahe 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 muctures.A Person wbo constructs more than one bover In a two-Vear Period Shall tan be considered a homeowuer. Such"homeowner'shall submit to the Building Official,on a farm acceptable m the Building Official,that Write Shall he responsible fur aR such work ncrformed ender the bWWt"e Permll. As acting Camtry dry your presence an thejob site will he required from time to limo,during and upon completion of the work for which this permit is humed. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liabilityof Employers to Employees for injuries not resulting in Death)ofthc Mitssachuseus General Isws Annismod,You may be Habit for person(s) you hire m perform weak for you under this permit. The undersigned"homeowner'certifies and assumes responsibility for compliance with the State Building Code,City of ,Northamptat Ordinances,State and Local Zoning Laws and State of Massachusetts General Lava Annoiaicd Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 tvww.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L eldbly Business/Organization Name.Northeast Solar Address.136 Elm S1. CitylStatelZip:Hatfield,Ma 01038 Phone#:413-247-6045 Are youan employer?Check the appropriate box: Bodes Type(required). 1.❑ I am a employer with 17 employees(full argil/ 5. ❑Retail or par4time).* 6. ❑Restawant/Bar/Eatir�g Establishment 2 ❑ I am a sole praprietar or partner A*and have no 7 ❑Office and/or S ales(incl real estate, etto, etc) employees working f a m e in any capacity. [Nowakers' corep.insurancerequired] 8_ [3Nao-la'o6t 3,C] We are a corporation and its officers have ex er cised 9. ❑Entertainmerd their right of exemptimper c. 152,§I(4), andwehave 10.❑M.,fdctming no employees. [No workers'camp.insurance mgdred]* 4.❑ We are anoo-prrd'itageousateon, staffed by volcoteers, 11.❑Health Cme withno employees.[No workers' comp.insuance req] 12130ther *AnYaPPkcaltbatchdzbcaM mutahofslla.ttlrezectionbebv zkrvrizq dw.wodren'eme@a+satimtpoliryid tion **if❑e honshcu dcl ee ho a exanpkd tlexmel ez,but de corpsatirm leas otkrengloyeez,awodxn'emrvaaaeonnotieyi:squired and mckan osasvzatimi s Mild chek bmx#l. I am an employer that leproviding..rhos'compensadon insarancefor my employees. Bebwis lhepolicy hrJormation. Ltasxana CompaayName. ACE American Insurance Co Inexee's Address: 183 Maple Ridge Rd Lot 18 L18 CityfStat<2ip Northampton MA 01062 Policy#oeSelf-ins.Lic. # 1 K445604UB Expiration Date 7/8/19 AMach a copy of the workers'comp eaasatbnp a&y declaration page(showing the policy number and exp kation date). Failure to secwe coverage astegwredunder Sectim25A cf MGL c. 152 can leadto the imposition of criminal penalties of a fine up to$1,500 00 and/or one-yemimprisonsaent,as well as civil penalties inthe form of&STOP WDRK ORDER and afire of up to$250 00 a day against the �nolator. Be advised brat a copy of thus statement maybe forwmded to the Office of Itwestigetiaas of the DIA for tosurarice coverage verification. I do hew6y ee ,ander inks pa.' d pnawas ofpedusy that the deformatbn provided abow it ease and eotmot. isroabue: r Dae. 6/8/2018 Phone#.413 47-6045 Official om only. Do notwrite in this area,role completed by city or town official Cityar Town: PermitlLkense# Isvug Authority(choleoar): 1.Board of Health 2.BuBdi g Department 3.Cityffown Clerk 4.Lieeasi g Board 5.Selectmen's Off'.. 6.Other Contact Person: Phan.#: wwe.auszgovldu 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: la /Yb& P44 9U I N<nZ& The debris will be transported by: 1�C.S e,2z Qdunr4l(r�_ The debris will be received by: G L Qe L„o Building permit number: ���"" "" Name of Permit Applicant : fiyz Ag,o� �nnuvt- at S' nature of Permit ApplibarlIt Main electric panel in basement Benjamin Carlis 183 Maple Ridge RdLot 18 L18 Northampton, Ma 01062 �. Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: July 13, 2018 To: Justin Annis North East Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Ben Carlis, 183 Maple Ridge Rd,Northampton, MA: Structural assessment of existing house roof to support proposed solar array. I have reviewed the roof framing details on the main house roof for the proposed 26 PV solar panel installation. The 28'x 48', 2-story house with attached garage was constructed in 1991. The roof framing of the house are 2x4 Fink design roof trusses installed at 24"on-center,span 28' with a roof pitch of 7/12.The roofing is one layer of asphalt shingles. 1 have reviewed the mounting details for the proposed array. Based on my calculations and review of the roof trusses and a PV solar panel unit weight of 42f 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 existing roof framing is adequate to support the proposed PV solar array and the snow and wind load requirements of the current MA State Building Code. Please contact me if you have any questions or need additional infortnation. Sincerely, $H OF At4 av REEA. D yG z VRN CIVIL CIVIL y Na.48317 David Vreeland, PE 4 s Vreeland Design Associates �k orsTe 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 q:H-C.r-ka EVALUATION REPORT_ a�1 rRoofReport Number. 0248 ���' Originally Issued: 0012012 Valid Through: aerial s :06—WOOD AND PLASTICS 10 DESCRIPTION 06060—Connections and Fasteners 3.1 General Description HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic Corporation components:(1)shoe assembly with captive waterproof 6a'St,Sults A washer, (2)lag boll to fasten through the shingles to the er,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4)L- TION SUBJECT Foot that is placed over the protruding shoe threads and (6) hex cap that is secured on to the shoe. See EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. 1.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliancewlth the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 Inches in diameter end 1.00 e 2009 International Building Code® inches in height. It is held in place using one 5116 inch • 2009International Residential Code® diameter lag boft that Is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from Sheet 2006 International Residential Code® aluminum with dimensions of 10.0 inches In width. 12.5 inches in length and 0.04 inches In thickness. 1.2 Evaluated In accordance with: L tool is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth. 2.00 inches In width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations ICC-ES AC286),Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and Is located 0.30 inches from the top edge of the vertical leg, which has a scallop horn and rear • Structural face. Sea Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Rata Mount L-Fool Kt for Shingle Roofs is used to 4.1 Design mount ad&systems and other rooftop devices such as satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table i of this rafters underneath. report are based on allowable stress design (ASD). Adjustments to these values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temperatures, use with fire retardant lumber w with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 m�4LLe s�..sNn ,vuen u.gviN0.F urtan@MYMUNYOIM1IMaMMun•wnl PMnCwN,MM,IbYF.Me MNURotlelmuWMMNrtetl,Nbw PM,M,Po,d�@Ara1P, Fu. ...... .p a �µtYM4 Wt ^ul4i@,aeNniee,Wlgy TP Pu'x,F^PmFMgIA• S��� PtlYgCRaW @IR,JBIB—UM —P"' EVALUATION REPORT Report Numbou 0248 - Originally lasued: 0912012 Valid Through: 09/2013 FMwnt stallation Rain test data and thickness of aluminum flashing submitted is In conformance with Acceptance Criteria oof Mount must be installed using the 5/16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC ter alalnlasa steel lag screw at earh bracket 286-20D8). Rain test colNormed b Undenwdters on as das m c In the manufacturers installation Laboratory Standard for Gas Vents, UL 441-96 Section "tio" Lag Sefew must penetrate into the roof 25. a minimum of 2%inches. Prior to installation,the after shall be bored with the required lead and Test results are from laboratories in compliance with nce hole for the unthreaded and shank portions ISOnEC 17025. lag screw as required in Segion 11.1.3 of Iha -05. Threaded portion of the Wg screw shah be 7.0IDENTIFICATION ed into its lead hole by turning with a wrench and riving bye hammer. A die8tamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxitiary holes In the Shoe other than the use of IAPMO Uniform ES Marks of Conformity. and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be Installed full under the shingle up to I A the raised poru'on of the flashing to prevent water Fe ingressunder the shingle. No portion or the flashing should be bent upward; the flashing must rest fullyagainst the roof shingles. Otherwise the water and wintl TM performance may be Impaired. IAPMO 90248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following condkions: 6.1 EZ Roof Mount shall be installed In accordance with this report, manufacturees installation instructions and the codes listed*in Section 1.1. 6.2 Calculations to verify the imposed load$ on the EZ Roof Mount assembly do not exceed the allowable loads contained In Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Cairene for Joist Hangers and Miscellaneous Connectors gAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Numben 0248 ° Originally Issued: 092012 Valid Through: 082013 FOLELO.,AD- Load ABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT LFOOT KIT Ultimate Load Teat Loadat TestLoadse Calculrtedhrctiau Allowable e below) Test value 0.258 inch 0.1251"4 Fastener/Metal asign Load F. .�1.0 deflection deflection Stren Ibthdrewal) 715 1,300 695 340 340 rel 260 240 130 153 130 able load values me based on the(east value from the ultimate load ofthree tests(strength limit),tested t 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood specific gravity of0.55(Southern Pine)or allowable stress of the aluminum L foot coneaor. able load values are based on lumbar with all ofte,following chamunistica: a. Located in dry service conditions where themoistum content does out exceed 19.4 torso extended period aftime such as in covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100'F. For any other cnn lhions,allowable table values shall be multiplied by the related adjustment factot(s)(C„ and/or Q in accordance with the National Design Specification for Wood Contraction(NDS-05). 3. Allowable load values aro based on lumber with a specific gravity of 0.55(Southern Pine Of equal). 4. Allowable load values for withdrawal are based on a minimum penetration of2'/. inches into the mofrafler by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may net be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Uplift Lateral I, Page 3 of 4 EVALUATION REPORT_ /l\/ Report Numb , 0248 Originally lasua,& 09/2012 Valid Through. 092013 TABLE 2:MATERIAL PROPERTIES nent Malarial Shoe _ Aluminum alto ANSI/AA A360.0 Wal twfWazl�er EPDM wiN duromttcr_ratinz ofW La Boh 304 ateinleas steel AS A240 L-foot Alumimun.silo B063-i6 ASTM 8221 Hex Ca Aluminum alto ANSIlAA A380.0 Flashin Aluminum alto IOW ASTMB209 EZ ROOF MOUNT COMPONENTS on t�� nn. Figurel:Shoe Assembly Figure 4:Hex Cap Figure 2:Lag Boh Figure 5:Flashing Figure 3:L-fool Page 4 of 4 Flmadvalu� ��� EVALUATION REPORTstat art Numben 0248Originally I.S.0d: 09/2012 Valid Through: 010/2013 ABLE l: ALLOWABLE LOADS ROR EZ ROOF MOUNT L•FOOT KIT(IbaJr'a'°` rection Ultimate Load Test Load at Tat Load at Calculated Allowable Teat Value 0250 inch 0.125 inch Fastener/Metal below) FS.=3.0 deflection deflection Siren th 'g°Load lhdrawal) 715 1,000 695 340 340 ral 260 240 130 153 130 able load values arc based on the least value Goes the ultimate load ofthme tests(strength limit),testd t 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood specific gravity of 0.55(Southam Pine)or allowable stress ofthe aluminum L-foot connector.able load values ars based on lumber with ell ofthc following characteristics: a. Located in dry service conditions where the moisture coment does not exceed 19%form camaded period of time such as in most covered sum ums. b.. Located when It does not experience sustained exposursto elevated temperatures that exceed DIV F. For any other conditions,allowable table velum shall be multiplied by the related 4usmuent famor(s)(G„ mtd/or Q in accordance with the National Design Specilicatiod for Wood Construction(NDS-03). 3. Allowable load values an based on lumber with a specific gravity of 0.55(Southern Pine or equal). C Allowable load values for withdrawal are based on a minimum penetration of2V, inches into the mofrafter by one 5/16 inch x4 inch long stainless ateel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 ofthe NDS-05. Lateral �ccc�tnq — Rfq damp � bn0 dame I �„IRONRIWE � Ul ISP A4tlW #iS iW-Pbn pebda-PPtl Cbmmb Plan I—ACPE Tat'A' 3'.1'-fr �, .e •,� ' TvpkslFlwb dlwml Mev-Plan Vbw P4i0 GY:rq Siler PEnot I� I '. l •"' 'r ImnRgga RodJ FIN" Secllon-F�pI M01n�FIaINoo1 K�ym° Ealatlnp RaglSWclu+e "— s- 3m:Wn-T M- R-Flat Roo( DeladC YVtiraI R�tC _ _ I t al �"^^ MIC Cknp EM Cbnp Sadion-Plano Meana-Sbroa Roof �YNeE4----� r��ii .� yr •n i A. ONfi1 D-MI6 CIemq(g ReA-pgvalipn OelellE-FaM CWneMRai EI I f lwtra Fmsn Mmmt Pnav-Elere6vn IR 201 �d as"=r.u• It _. Northeast i IIIIIIIIIIIIIII Typical feet placement w/ ----____- 16" o.c. rafter spacing I IIil I M I I I I w - ---- -- _._. ?� .-r__.. I l l l l Typical feet placement w/ -- -_ I 11.1 717 24" o.c. rafter spacing - — - - 1 I I ® LG . 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Abort LG E@ctronics _ LG NeConer,is a glovel 0ayerwM1M1 been committed toe &,tn mpatlry ba ed on zda,erergb zs as[s Muregrowt eng ne Weemoonetl IrrnerWo-neressa¢hpogro-1985, ze"Centyme,oupsn[hevpenencenaem cundburi ,:a-0, uyt' ,Iv :.SztMoa%^serezm[Fe madetln 4010,ntechumeexpretlm3lcountnezm "a"ng2years.tMreem,1,2013,de0ibireNously known m M-0 XI IiE2015 Menus with CELLO ecbndogywon'NfemdarAwa,d w,,hpwetl LG ls[,ekderoflnnwntionln[M Indi LG NeON` R Mechanical Properties Electrical Properties(STC*) Cells 6x10 Module 365 360 355 350 Cold Vendor LG Mmnum Power(P.) 365 360 355 350 Cell Type Monocry4allne/N-type MPPVoltage Chani 367 365 363 36.1 Cell Dimensions 1617m 161JMi,/6 incM1es MPP currem(Impp) 995 987 979 970 Dinosaurs(Lavall) 1100.66931016n40mm ones Crcurt VarnaCurren Ul 428 47 427 427 6C.93 x400a 152 mcn Soon curt Current(Izc) 108 t0]9 1078 1077 -... _. Front Load fi000Pa Module Efficiency 2t t 208 211.6 203 _ _ _. PearLoad 5400Pa pperatily Temperature -40-90 Wei9M 18.5 k9 MaxMaximalmSynem Vgkage 1000 connector ---- -- MCA-- Maximum Senes Fuse all ng -- - so --. Junction Box iP68 with Bypass 0lotles Power Tolerance(X) 0-'3 length of Isu 1000 onma 2 is, •s,lossan't—1 C-Iter,.I so..IAso w,—I..Islurs esc,aN is Glass HighTran sson Tempered Glassan Am. ar .•=°F rd<a.•m.e.a,o.. .Fame -. Anodil Aluminum `s `"'m " " ", ^ ur. Electrical Properties(NOCT*) Certifications and Warranty Module 365 360 355 350 CertficaUom IEC 6121s IEC 61]30-1/2 Mar mum Power(Pince) 275 bt 267 263 UL 1703 MPP Vghage(Vmpp) 366 364 363 360 _.. -_ _. . IEC 61701(Salt mis[conosion test) MPP Curtest(Impp) ]St 745 739 732 IEC 62716(Ammoma—1on tell. open Clock,V.". _ 402 402 -- 402 401 IS09001 Short Circuit Cumers Use) 870 869 8.68 86 Module Fire Perturmance(USA) Typel •dCCTrN—,.[0 ,..I1.1—a.s.,<1,z,.amow/m.mtw.,mP.,,ure za<...a.sKe1 inn Fire Resstonee Clus(CANADA) Use,C(I1LC I ORD C1]03) Prodntt warranty 25 yeas ----. _. _. -. 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