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35-283 (6) 12 SYLVAN LN BP-2019-0373 GIs#: COMMONWEALTH OF MASSACHUSETTS Map-Block: 35 -283 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-2019-0373 Proiect# JS-2019-000604 Est. Cost: $27709.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: gonst.Clan: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 40162.32 Owner: ROBINSON MICHAEL Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 12 SYLVAN LN Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 0 Liability HATFIELDMA01038 ISSUED ON.912612018 0:00:00 TO PERFORM THE FOLLOWING WORK:24 ROOF MOUNTED SOLAR PANELS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvve: Date Paid: Amount: Building 9/26/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner 3-7 3 Kbel �ASbt� SO bAGe Depart,nen:use City of Northampton Sta:,;s of Perri Building Department Curti CU-,:)rI•aeway Per'"': 212 Main Street Se her.Seph_r:vallabth-y___ Room 100 *ater;Well Northampton, MA 01060 Twt.Sets of Struct_•e Flans—_---�--- phone 413-587-1240 Fax 413-587-1272 PlovSite Plans APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVA E O DEMOLISH A ONE OR TWO FA 6011LY DWELLING SECTION 1 -SITE INFORMATION SEP 2 4 2018 3'61 .2 463 1.1 Pruoertw Address: This section b be e 1 sol by office DEPT.OFE3UILDING INSPECTIONS 12 Sylvan Ln P N RTHAMPTON,U01060 Unit Northampton MA 01062 Zane Owiny District Elm St.Dishkt CB DWMd SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2,1 Owner of Record: 12 Sylvan Ln Michael Robinson Northampton MA 01062 Vane(Pnn Curren hlaflnr,ACdress' N(\ A 413-575-9058 TebeDhOre S9natu 2.2 Authorize No rV fe"_a&S i r 136 Elm St. Hatfield, MA 01038 Narre(Pnnt) Curren,hladnrr Mdrew 413-247-6045 Signature Tnlephare Item Estimated Cost(Dollars)to be Official Use Only corroeted try perrnit atoplicant 1. Building fel Building Permit Fee 2. Electrical rbl Estlme ed Total Cost of Construction from 3. Plumbing OLdkNno Pwnrtt Fee 4. Mechanical(I-NAC} S. Fire Protacbcn 6. Total = 't +2+3 +4+5' 27 709 Check Numberco This Section For Official Use Onbe Building Permit Numb r OsGe DaW Signature: ���--- r,✓-` . � \ S �-` f..1 id ..` R t .. .v.. tee........ - Y „� ...� t€� ` A Section 4. ZONING .ALI IMormatlon Mug Be Completed, Pern-m Can be Denied Due to Incivnplete tnfonratton Exis[ing Proposed Required by Zoning llm m4 mn to be 511ad in t++ Buikkng Depmmnmt Lot Size Front&= --- — Front (-- F-7 -------- R- -- R — L: R:� Rear Building Height --- Bldg. Sgtisre Footage Open Space Footage 'i; _ (t,ol•ret minus gide&va+sd i #of Parkinit S I� -------- F RL- volume&Locanm A. Has a Special Permit/Variance/Finding ever been Issued for/on the site? W 0 DONT KNOW YES 0 IF YES, date issued•; IF YES: Was the permit recorded at the Registry of Deeds? NO © DON 1' KNOW 0 YES 0 IF YES: enter Book Page and r or Ducument B. Does the site contain a brook, body cl -heater or wetlands? NO DON" KNOW 0 IF YES. has a permit been or neec to be obtained from the Conservatism Comrnissiun' Needs to be obtained Obtained 0 , Date Issued: C. Do any signs exist on the property? YES NO 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 0 IF YES, describe size, type and Location: E. WIII the construction activity disturb(d ng,grading, caystion.or Oiling)over 1 acre or is t earl of a common plan that will disturb over 1 acre? YES IBJ IF YES,then a Northampton Storm Water Management Pemtit from the DPW is required_ New House ❑ Addition ❑ Replacement Windows Alteratlon{s} ❑ Roofing ❑ Or Doors D Accessory Bldg. Cl Demolition ❑ New Signs (O] Dacus Iq Siding 10) Other(M Brief Description of Proposed Install 24 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished beaement Yes _No Plans Attached Roll -Sheet GLIf Now;MOON OW cw MAMA 10 WdW#w do 1lofto: a. Use of building:One Fainly Two Family Other b. Number of roams 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 Woodstoves Number of each g. Energy Conservatlon Compkance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 it.of wetlands? Yes No. Is construction within 1 DO yr. floodplain Yes No j. Depth of basement or cei lar floor below finished grade k. Will building conform to the Budding and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well Oty water Supply SECTION Ta-OWNER AUTHORIZAT11ON-TO BE COMPLETED WHEN O MNERS AGENT OR CONTRACTOR APPLES FOR BUILDING PERMIT I Michael Robinson as Owner of the sugect property hereby authorize Northeast Solar to act n behaff in all tters relative to work authorized by this building permt application. Si azure of 0Wn v/ Date 1, Gregory Garrison/Northeast Solar ,as OanerrAuthonzed 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 pans and penalties of perjury. Gre o rris Print Name —4 ly Signature of Own Dae SECTION S-CONSTRUCTM N SERVICES 8.1 Licensed Construction S,.pervisor: Not Applicable ❑ Name of Cleanse HQjM ._ Phillip Baunsgard CS106113 r Lk*rtse Number 41 Heath Rd Colrain, 1Ka 01340 6/7/19 xpiratloa Dade _-- �� 413-247-6045 rA Bigphpng ti.Et aklitmd kk a Imprcvement Contractor: Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 ElM Sg., Hatf,A41d,A Ma 01038 7/13/2019 Address Expiration Date Telephone 413 -247-6045 SECTION 10-WO PMATION INSURANCE AFFiDAVR(M.O.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this apphcabon. Failure to prom-de this affidavit will res'.lt in the thenal of the ssuance of Me building ermi. Signed Affidavit Anached Yes.......M No...... ❑ 11. - Home C�wTner Exem The current exemption for"homcowncrs'%w extended to include Owner-octukiii Dwellings of one(1) or two(2)families and to ailow such homeowner to engage an individual for hire who doss not possess a license,provided that the owner acts as sa errLler.CNfR 78Q, Sixth Ediflan Section 10833.1. Deflnitien of Hameo►tner: Person(s)who own a parcel of land on which helshe resides or intends to reside,on which there is,or is intended to be.a one or tw-o famly dwelling,attached or detached suu=es accessory to such use and,or farm stntctwes.A person who constructs more than one home In a two-year period shall not be considered a honwowner. Such"homeowner"shall subntit to the Building Official,on a form acceptable to the Building Official,that he,she shall be responsible for all such tiFork performed Under the bu ldlni' permit. As acting CpnstruMion Srmaealscr your presence on the job site wiil be required from time to time,during and upon completion of me work for whicb this permit is issued. Also be advised that with reference to Chapter 152 (Workers'Compcn&ation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Anxtotatnd,you may be llabte for persons) you hire to perform work for you under this permit. The undersigned"homeowner"cestifias and asaimes responsibility for compliance with the State Building Cc&,City of Northampton Ondinancm State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature 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: (-Y1 The debris will be transported by: IVE Cuzj0>42, �✓ The debris will be received by: -e n� Building permit number: Name of Permit Applicant : JtQAfAdz J&ap-- ture of Permit Aliblicant The Common-weakhof Massachusetts Departnwnt o,f Industrial Accidents Office o,f Investigations 1 Congress Stet, Suite 100 Boston,MA 02114-2017 UV_ www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibl_y Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield,Ma 01038 Phone#:413-247-6045 Are you an employer?Check the app rap riate box: Business Typ a(required): 1.❑ I am a employer with 17 employees(full and/ 5. ❑Retail orpart.time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or S ales(incl. real estate, auto, etc.) empl aye e s w orking for m e in any c ap acity. [N o workers' comp.insurance required] $. ❑Non profit 3.❑ We are a corporation and its officers have ex ercised 9. ❑Entertainm ent their right of exemption per c. 152,X1(4), and we have 10.❑Manufacturing no employees.[No workers' comp. insurance required]* 4.[] We are anon-profitorganiaation, staffe d by volunte ersy 11.❑Healthcare with no employees. [No workers' camp. insurance req.] 12.0 Other *Any applicant that checks boa#1 rust also filloutthe sectionbelow showing theirwoikers'cornpensationnpolicyinformation **If the corporate offices lave exempted themselves,but the corporation las other employees,awonkens'carnpensafion pohcyis requiued and such an oiganizition shaild check boa C. I am an employer that is providing workers'componsa#oar iaamraxce for my employees. Below is the policy saformation. Insurance CompanyName: ACE American Insurance Co Insurer's Address: 12 Sylvan Ln City/State/Zip: Northampton MA 01062 Policy# or Self-ins.Lic. # 1 K445604UB Expiration Date 7/8/19 Attach a copy of the workers' comp ensatio n p o licy declaration page (showing the policy 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 for insurance coverage verification. I do herebyc rti under ins and dties ofpeg ry Aat the information provided above is true and carred. Si Date: 8/17/2018 Phone#: 3-247-6045 F6Other ial use only. Do not write in ibis area, to be completed by city or town official r Town: Permit/License# Issuing Authority(circle one): ard of Health 2.BuRding Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office act Person: Phone#: www.mas s govldia tow .t F N r 'or •k' n #1�. ,�6'N} ��tiii,"' •i #•�"d' iit *i 4 ;r� Utility meter and utility accessible solar AC Roof mounted solar array with _ disconnect on exterior wall 24x LG modules and ,. 24x Enphase IQ7PIus-72-2-US � ' � microinverters . Main electric LL panel in basement Michael Robinson 12 Sylvan Ln Northampton, Ma 01062 Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: September 21, 2018 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Michael Robinson, 12 Sylvan Ln, Northampton, MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the roof framing of the house for the proposed PV solar panel installation. The 26'x 37', 2-story, hipped roof colonel style house with an attached garage was built in 1997. The house rafters are 2x8 installed 16" on-center, spanning 12'-6" with a 10/12 pitch. The hip rafters are 2x12. It appears the attic joists are 2x8 and are attached to the bottom of the rafters preventing the roof from spreading. The roofing is composite asphalt shingles. 17 PV solar panels are to be installed on the front south facing house roof and 7 solar panels on the west facing roof. I have reviewed the mounting details for the proposed solar array. Based on my calculations and on the specified PV solar panel unit weight of 41f 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 rafter, 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 information. Sincerely, -,,A OF R4 S 40 o� DAVID A. yG VREE ND V CIVIL y No.46317 David Vreeland, PE Vreeland Design Associates �Fss�oNALG\� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 EVALUATION REPORT R*port Numberi 0244 Originally Issued: 09/2012 Valid Through: 09/2013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060--Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic SunModo Corporation components:(1)shoe assembly with captive waterproof 1905 SE 6h St,Sults A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4)L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 international Building Code® inches in height. It is held in place using one 5/16 inch • 2009 International Residential CodeO diameter tag bolt that is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet • 2006 International Residential Codeg 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 foot is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist Hangers and 6463-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES ECO02- 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 ionated in the center of the base leg. One stot 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 front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table 1 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 or 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 Oupri9M m 24/4 by In0ln1■tlorl■1 Meo01•or1 aMumtlinp eM W¢hmlml Otlfdah.AN ngKs raKre6.Finad in the Unh■A at■1■a No Pont d'Orw puhlitatlon MY M r■pro6uced,slol•A n r■I a-ftit r■payl VAVAt or tranfl■18*d,i1 ar0 tonin or 0y o■M 0*04.4100MOk 01Edi•■lo■1.pMiMpCOpjeg r■o10W10 a olhaMt■.-WWW the pix-NOW p■mNMon d the pvWsW Pk 1.8774nRPT•Fox OW472.4171-YAW.1VffA1MMSL=•SW!an C■Ronr■9176--7814—USA EVALUATION REPORT u Report Number. 0248 ` Originally Issued: 09/2012 Vapd Through: 09/2013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described In the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the roof 25. rafter a minimum of 2 '/2 inches. Prior to installation,the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISOAEC 17025. of the lag screw as required in Section 11.1.3 of the NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxiliary 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 1AUE the raised portion of the flashing to prevent water P M 0 S ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully E S against the roof shingles. Otherwise the water and wind )TM performance may be impaired. IAPMO#0248 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 conditions: 5.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the imposed loads 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 Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2of4 EVALUATION REPORT Report Numben 0248 Originally Issued: 09/2012 Valid Through: 09/2013 TABLE 1: ALLONVABLE LOADS FOR EZ ROOF MOUNT[-FOOT KIT(lbs.) 2a•`s Ultimate Load Test Load at Test Load at Calculated Load Direction Test Value 0150 inch 0.125 inch Fastener/Metal Allowable (see figure below) Design Load F.S.-3.0 deflection deflection Strength Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes I. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested toad at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 10(°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factors)(C. and/or C,)in accordance with the National Design Specification for Wood Constriction(NDS-05). 3. Allowable load values are based on Itunber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2 54 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not 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 (UN F ' Report Number: 0248 Originally Issued: 0912012 Valid Through: 0912013 TABLE 2: MATERIAL PROPERTIES ComDonent Material Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 LM Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6063-T6 ASTM 3221 Hex Cap Aluminum alloX ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS AW a, Figure I:Shoe Assembly Figura 4:Haut Cap Figure 2:Lag Bolt Figure 5:Flashing k Figure 3:L-foot Page 4 of 4 EVALUATION REPORT Report Numbers 0248 Originally Issued: 0912012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR E7.ROOF MOUNT L-FOOT KIT(Ib3.)'"'44 Ultimate Load Test Load at "rest Load at Calculated Load re below) Teat Value 0.250 inch 0.125 inch Fastener/Metal Allowable (ace figure blow) Design Load F.S.-3.0 deflection deflection Strength Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shalt be multiplied by the related adjustment factor(s)(C, and/or Q in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2% inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw_ 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Lateral vAftlEs- Wd Clamp End Clamp AtLRONFaDGE W Dq4A A-Mid Clamp to XRS Rai-Plan QqtsM 8-Frtd Clam to Red•Plan II I T SLcPfi 3"-V-V 3' 1'-o' I Typical Flush Mowt Arrau-Plan View Mid Clamp- Sdar Panel L-Foot IronRifte Rai Sour lWw hkV Sod�2 -�Flush Mount-Flat at Roof it 3/4"=1'4r ExIsfing Roof Structtm ....... Section-Tlft Mount-Flat Roof DotedQ--jx*A Roof Comodon 3W V-Cr r Mid Clamp End Clamp Section-Flush Mount-Sloped Roof 314'=1'4Y _VAMS M__ _ M. _c 0 u ILI u u u u VAMS Deftil 0-Mid Clamp to Rad-Elevation Detail -End QWM to FLO-Eley. Typical Flush Mount Am-Elevation IR-2.01 3/4"=V-W a�l Northeast IIS Typical feet placement w/ 16" o.c. rafter spacingEj I I I II ( I V 4° I Typical feet placement w/ I 1 24" o.c. rafter spacing i I 2' 4' 4' 4' (a LG Life's Good ■ LG NeON R .. LG NeON®R is new powerful product with global top level performance.Applied new cell structure without electrodes on the front,LG NeON®R maximized the utilization of light _ 60 ee l l and enhanced its reliability.LG NeON®R demonstrates LG's pVE C VL US E efforts to increase customer's values beyond efficiency.It �y�...,,,...�Y.. features enhanced warranty,durability,performance under real environment,and aesthetic design suitable for roofs. Enhanced Warranty •' High Power Output LG now offer 25 years product warranty to accommodate The LG NeON°R has been designed to performance warranty as well.LG NeONo R has an significantly enhance its output making it efficient enhanced performance warranty.After 25 years,LG even in limited space. NeON®R is guaranteed at least 87.0%of initial performance. Aesthetic Roof Outstanding Durability �• LG NeONm R has been designed with aesthetics in With its newly reinforced frame design,LG mind:no electrode on the front that makes new NeWl R can endure a front load up to 6000 Pa, product more aesthetic.LG NeONo R can increase and a rear load up to 5400 Pa. the value of a property with its modern design. �•; Better Performance on a Sunny Day Near Zero LID (Light Induced Degradation) LG NeON°R now performs better on a sunny The n-type cells used in LG NeON"R have days thanks to its improved temperature coefficient. almost no boron,which may cause the initial performance degradation,leading to less LID. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985, supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.N/e successfully released first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,NeON-(previously known as Mono X®NeON)&2015 NeON2 with CELLO technology won"Intersolar Award",which proved LG is the leader of innovation in the industry LG NeON R •• Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module 365 360 355 350 Cell Vendor LG Maximum Power(Pmax) 365 360 355 350 Cell Type Monocrystalline/N-type MPP Voltage(Vmpp) 36.7 36.5 36.3 36.1 Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 9.95 9.87 9.79 9.70 Dimensions(L x W x H) 1700 x 1016 x 40 mm Open Circuit Voltage(Voc) 42.8 42.7 42.7 42.7 66.93 x 40.0 x 1.57 inch Short Circuit Current(Isc) 10.8 10.79 10.78 10.77 Front Load 6000Pa Module Efficiency 21.1 20.8 20.6 20.3 Rear Load 5400Pa Operating Temperature -40-+90 Weight 18.5 kg Maximum System Voltage 1000 Connector Type MC4 Maximum Series Fuse Rating 20 Junction Box IP68 with 3 Bypass Diodes Power Tolerance(%) 0-+3 Length of Cables 1000 mm x 2 ea •STC(Standard Test Condition).Irradiance 1,000 W/m2,Ambient Temperature 25°C,AM 1 5 Glass High Transmission Tempered Glass •The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Frame Anodized Aluminium The typical change in module eFfic-,,;at 200 W/m'in relaoo,r to 1000 VV/':,s-2 096. Electrical Properties(NOCT*) Certifications and Warranty Module _ 365 360 355 350 Certifications IEC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 275 271 267 263 UL 1703 MPP Voltage(Vmpp) 36.6 36.4 36.2 36.0 IEC 61701(Salt mist corrosion test) MPP Current(Impp) 7.51 7.45 7.39 7.32 IEC 62716(Ammonia corrosion test) Open Circuit Voltage(Voc) 40.2 40.2 40.2 40.1 ISO 9001 Short Circuit Current(isc) 8.70 8.69 8.68 8.67 Module Fire Performance(USA) Type 1 *NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m2,ambient temperature 20"C,wind speed 1 m/s Fire Resistance Class(CANADA) Class C(ULC/ORD C1703) Product Warranty 25 years Output warranty of Pmax Linear warranty- Dimensions(mm/in) ••1)First 5 years 95%,2)After 5th year 0 4%annual degradation,3)25 years 870% t z � Ia Temperature Characteristics �2 S -JJ NOCT ----- - 44 t 3°C sl Pmpp -0.30%/°C Voc -0.24%/°C Isc 0.04%/°C - a�i Characteristic Curves ;w. _ 000w10,00 Ex.]80 W 600 - / \ �amwn� uwi.W W i \ 400 2.00 Ir11 L-1 rl vuhage M 000 500 10.00 1500 2000 25.00 30.00 35.00 4000 45.00 140 a120 .......... ............... ........... .. ......... -...... Isc 100 N80 . ....... . ...... ---_-.-- ----.....-.-... --_-._.----per... , 60 40 0 Temperature(Y) 40 25 0 25 50 15 90 'The distance between the center of the mounting/grounding holes. ® L/'► North America Solar Business Team Product specifications are subject to change without notice. a K;i0o% u LG Electronics U.S.A.Inc DS-T1-72-W-G-P-EN-60630Life's Good 1000 Sylvan Ave,Englewood Cliffs,N107632 Copyright©2017 LG Electronic.All rights reserved. Innovation for a Better lifeContact:Ig.solarr?a Ige.com 01/01/2017www.lgsolarusa.comEll