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43-084 (3) 27 DUNPHY DR BP-2019-0263 GIs#: COMMONWEALTH OF MASSACHUSETTS Map.-Block:43 -084 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-2019-0263 Proiect# JS-2019-000426 Est. Cost:$28995.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sg.1): 59677.20 Owner: VAN CAMP CHRISTOPHER zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 27 DUNPHY DR Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 (� HATFIELDMA01038 ISSUED ON.9/6/2018 0:00:00 TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR, 22 PANELS 7.92 KW 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 Dmartment 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: FeeType: Date Paid: Amount: Building 9/6/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2019-0263 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 () PROPERTY LOCATION 27 DUNPHY DR MAP 43 PARCEL 084 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED O Fee Paid Building Permit Filled out Fee Paid T3Teof Construction:_ROOF MOUNTED SOLAR 22 PANELS 7.92 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106113 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay c7� Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. U AN CA-M Department use 1^y RECEIVED City of Northampton Status of Perm t: Builc ing Department (Curti Cu:-Drvieway Perrrii 212 Main Street Seher'Sepb_Availabili:y_ AUG 3 p 2018 Room 100 ',rater"�'+'ell A•oailability orthE mpton, MA 01060 ?v+-j Sets of Stru=t--a Plans bane 4J3-58"-1240 Fax 413-587-1272 PIoc'Site Plans DEPT.OF BUILDING INSPECTIONS Other Spec'f APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION bp- M- J&3 1.1 Property Address: This section to be conphled by aAioi 27 Dunphy Dr Map t.ot V unit Florence MA 01062 Zorn Ovarlsy Dbtkt Elm St.Dfsbiet CB Diewd SECTION 2-PROPERTY OWNERSMP1AUTHORIZED AGENT 2.1 Owner of Record: 27 Dunphy Dr Chris Van Camp Florence MA 01062 4dn•8(Punt) � � Curren;Maung Address: ct-t'-�. o— 413-427-5848 Sgnmure 2.2 Authorized Agent: No t Swar 136 Elm St, Hatfield, MA 01038 Narre(Pnntl Currerr,Maung Address- -'j 413-247-6045 sognslure Teiephrar•n sEcTIM 3-IST116H Item Estimated Coat(Doilarsi to be Official Use Only completed by permit alcoicant 1. Building (a)Building Permit Fee 2. Electrical (b)Eadmlated Total Cost of Construction from 3. Plumbing Building Permit Fee ,1(� 4. Mechanical(HVAC) v" 5. Fire Protecbcn 6. Total = t +2+3+4+ 5 $28,995 Check Number This Section For Official Use On Building Permit Number: Date Issued: Signature: aukwq Cornrn1400nomropecbr of sukkw Date V�'- U. OW wo 104etA Clilova ISM Section 4. ZONING Aul intormatton Must Be Completed, Permit Can Oe Denied Due To loccmplew information Existing Proposed Required by Zoning Ttus w4umn to be 611od in by BuOding Deparanml Lot Sizc Frontage Setbacks From Side L: - Rem Building Heigbt Bldg.Square Footagc Qpen Space Footage (LM Brea mina.�',t, .f jwwli rkin 1 R ofParking Spaces Fill: A. Has a Special Permit/Variance/Finding ever been Issued for/on the site? AM NO Q DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book Page and r or Document 4 B. Does the site contain a brook, body Gf water or wetlands? NO DON"—, KNOW YES IF YES, has a permit bee-, u• aced to be ootained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: C. Do any signs exist on the property? YES0 N01 NO IF YES,describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES C NO 0 IF YES, describe size, type and location: 'o'All the ccnstructton activity dl'stwb( ng,grading,2ECavation.cr filling; over I acre cr s t cart of a ccmrrto^ plan :hat gill disturb over 1 acre? YES IWO IF YES,then a Northampton Sticrm Water Management Permit from the DPW is required_ i SECTKM 5-DESCRIPTION OF PROPOSED WORK(check all aaoticable) New House Q Addition ❑ Replacement Windows Alteration(s) © Roofing Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs (0) Decks (C:j Siding (0) Other(M Brief Description of Proposed Install 22 solar panels on Roof Work: Altersbon of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plana Attached Roll -Sheet &L KN&w house and or addition to existimp housing, complete the following: a. Use of building:One Famty Two Family_ C-.,er b. Number of rooms in each family unit: Numcw of dathroorm c. Is there a garage attached? d. Proposed Square footage of new construction_ Dimensions e. NunYber of stories? f. Method of heating? Fireplaces or Woadstoves Number of each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of construction �. Is construction within 100 ft.of wetlands? Yes No. Is constructicn within 1010 yr. fbodplein Yes No i. Depth of basement or oel lar floor below finished grade k. Will building Dwform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private wall Oty water Supply SECTION?a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMff 1 Chris Van Camp as Owner of the sutIect property hereby author¢e Northeast Solar to act o my behalf,m ell matte relative to work authorized by this building permt application. si 1rure of Owner Dale Mim- I, Gregory Garrison/Northeast Solar as Owner�Authonzed Agent hereby declare that the statements and informeticn on the foregoing application are true and accurate.to the best of my knowledge and belief. Signed under the pains yd penaltie pert Gre o riso Print Name Sign8i ure or Owneri Dee i �� SECTION 8-CONSTRUCTX)N SERVICES 8.1 L=censed Construction ynervlaor: Not Applicable ❑ Marne of Licerse HatCar Phillip Baunagard CS106113 License Nun ber - - 41 Beath Rd Colrain, Ma 01340 6/7/19 - - - -- - res Expiration Owe 413 -247-6045 11, is ane 9. Reulstered Homo Improvement ContraaW. Not Applicable ❑ Niort_icast Solar 163641 Company Name Regisirat or, Number 136 E-1r. t . Hatiel Ma 01038 7/13/2019 _ AWress Expirabor Cale /4 Telephone 413-247-6045- KIN SECTION 10-IMO E ' O#APENSATION INSURANCE AFFIDAVIT(M.GA-c.152.§25C(6)) Workers Compensation Insurance affidavl must be conveted and submitted with this applicabon. Failure to provide this affidewt will result in the denial of the issuance of t*e building perrrrt. Signed Affidavit Attached Yes..... . ;0 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners'was extended to include Owner-occupied Dwellings of one(1) or two(2)f undies and to allow such homeowner to engage an imfividual for hire who does tot possess a license.provided that the owner acts as ssuertisor, C.MR 780. Sixth Edition Sectio 109-3.5.1. Definition of HoMCovroer: Person(s)who own a parcel of land on which beisbe resides or intends to reside.,on which there is.or is intended to be,a one or two family dwelling,attadxd or detached structures accessory to such use and or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he.she shall be responsible for all such work performed tinder the bmddlne nermlt. As acting CanstrnedoH n S■ your prescnec on the jab sitc will be nequiic d from time to time,dining and upon completion of the work for which this permit is issued. Also be advised that with reference tD Chapter 152 (Workers'Compcnsation) and Chapter 153(Liability of Emplayses to Employees for injiaies not resulting in Death)of the Massachusew Genoa]Laws Annotated,You mai be Hahl6e for person(s) you hue to perform work for you under this permit. The rnudersigncd"homeowner"certifies and asauncs responsibility for complia a with the State Building Cede,City of Northampton Ordinancm State and Local Zoning Laws and State of Massacbusctts General Laws Annotated. Homeowner Signature _ Tice Commomveakh of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Sftwet, ,Suite 100 Boston, MA 02114-2017 UIF www.mass.gov/d`ia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly 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 rop riate box: Business Typ a(requited): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail of part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate, auto, etc.) employees working form a in any capacity. IN o workers' comp.insurance required] $ ❑N or�profit 3.❑ We are a c orp or ation and its offi c ers have ex er cise d 9. ❑Entertairmert their right of exemptionper c. 152,§1(4), and we have 10.❑Manufacturing no employees.[No workers'comp. insurance required]* 4.[] We are a non-pr ofit or ganiz ati oA staff e d by volunte ersS 11.❑Healthcare with no employees.[No workers' comp. insurance req] 12.0 Other *Any apphcantthat checks box Al mut also fill out the secticnbelow showirg theirwodmrs'ccxMensati mpohcyirtfcnm n *"If the corporate afflices have exempted tberwelves,but the casporahon has other employees,aworlmrs'carTensa ion po1icy is required and Buchan o3ganization should check boat#1. 1 am are employer that is providing workers'compiexsarfron insurance for my employees. Below is the policy information. Insurance CompanyName: ACE American Insurance Co Insurer's Address: 27 Dunphy Dr Pole 2-02 City/State/zip: Florence MA 01062 Policy#or Self-ins.Lic. # 1 K445604UB ExpirationDate 7/8/19 Attach a copy of the workers'comp ensatio n p o licy declaration page(showing the policy number and exp hmtio n date). Failure to secure coverage asrequiredunder 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 hereby cp0ify,#Ikr ti&a pains and a ' ofpe ' Aat the information provided above is true aced correct. Si ature: Date: 7/18/2018 Phone# 41 /-- 47-6045 officia arse only. Do not write in ti&is area, to be completed by city or town gftcial City o Town: PermitlLicense# 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#: www.ww s govddia 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: Df,11yence, The debris will be transported by:NeS c-c" 4,Q 04q5,.t A um nS4C r The debris will be received by: ice 111.sit r Ia h .a bu C15ea !& Building permit number: Name of Permit Applicant :Uri L� ate S g ature of Permit Applic t I I MIX 4 Roof mounted solar array with 22x LG modules and 22x Enphase IQ6PIus-72-2-US microinverters cDL - t r ,41 Utility meter and utility accessible solar AC disconnect on exterior wal bb yy � a •.� f Main electric panel in basement at •'*f4i-.A'~,: • jj .. �4 �...3..t�Q,Axl•.. WAMSL n Christopher VanCamp 27 Dunphy Dr, Pole 2-02 Florence, Ma 01062 Northeast Solar i i I i i Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 29, 2018 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Chris Van Camp, 27 Dunphy Dr, Florence, MA: Structural assessment of existing house and garage roofs to support proposed solar arrays. I have investigated the existing roof framing in the areas of the proposed PV solar panel installations. The 28'x 26', 1-1/2 story cape style house with a 22'x 22' attached garage was constructed in 1985. 10 PV solar panels are to be installed on the south facing house roof and 12 solar panels on the south facing roof of the garage. The house rafters are 2x8 installed at 16" on- center, spanning 13'-6", with a 9/12 roof slope. 2x10 floor joists are attached to the bottom of the rafters and prevent the roof from spreading apart. The garage rafters are 2x6 installed 16" on- center, spanning 10'-6" with a 9/12 roof slope. 2x6 ceiling joists are attached to the bottom of the rafters and prevent the roof from spreading. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed arrays. Based on my calculations and a PV panel unit weight of 41 f 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 house and garage roof framing are adequate to support the proposed PV solar arrays 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, SH OF*sSC' DAVID A. yG -'tJ VREELAND v 0 CIVIL David Vreeland, PE No.46317 Vreeland Design Associates sb��FaIST,+P'L'���e SS�ONAL�G 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 EVALUATION REPORT Report Numbon 0243 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 MOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic SunModo Corporation components: (1)shoe assembly with captive waterproof 1905 SE b°1 St,Suite 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 CiodeV inches in height. It is held in place using one 5/16 inch • 2009 International Residential CodeO diameter lag bolt that Is 4 inch in length and made of • 2006 International Building Code(D stainless steel. Flashing is fabricated from sheet e 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 foot 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 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 Tabulated allowable loads shown in Table 1 of this satellite dishes on asphalt shingle roofs with wood report are based on allowable stress design (ASD). rafters underneath. 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. (Southem 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 r elven nm* I t"%W or WaRM G4, a"�9r by dKhw mmsH�/.enkmi WOOL AN m"fewtW.'ml o pd4 led Q or OM vdw.ws NQ peii it Vie�M m PrW milai kmm new be �ibn of ne putMOM,Ph 1-877-AEIPT•Few OW472.4171-WW. •SM EaM PHUd*Vbb Used MMIq CaVo. 41767.2816—USA EVALUATION REPORT Report Number. 0248 Originally issued: 0812012 Valid 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 %: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 1 QP U the raised portion of the flashing to prevent water M p E S ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully ES 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. 6.2 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 OAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT r Report Number 0248 Originally Issued: 09/2012 Valid Through.. 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L4FOOT KIT Ultimate Load Test Load at Test Load at Calculated Lard low Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see figure bbelow) 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 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 shall be multiplied by the related adjustment factors)(C. and/or C,)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'fi 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 Page 3 of 4 it EVALUATION REPORT Report Number, 0248 Originally lasuedt 09/2092 Valid Throught 0912093 TABLE 2:MATERIAL PROPERTIES Comppnent Material Shoe Aluminum alloy ANSUAA A380.0 Waterproof Washer EPDM with durometer rating of 60 LyA Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6x63-T6 ASTM 8221 Hex Cap Aluminum aII2X ANSUAA A380.0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS Figure I:Shoe Assembly Figure 4:Hex Cep f Figure 2:Lag Bol Figure 5:Flashing Figure 3:L,-foot Page 4 of 4 EVALUATION REPORT Report Number: 0248 Originally Immed: 09/2012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT K1T(lbs.)'-0'44 Ultimate Load Test Load at Test Load at Calculated Load figure Wow) Test Value 0.250 hrch 0.125 inch Fastener/Metal Design an ble (see figure below) F.S.-3A deflection deflection Strength Desrg°Load 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 shall be multiplied by the related adjustment factor(s)(C„, and/or C,)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%2 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may Dot be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Lateral 5 +rrw r�...rnrr• I VAMFS Mid Clamp End ClampAdLIRONRIDGE Ug t Dates A•Mid Clamp to) Rai-Pian tai 8- io Rai•Plan _QIRSSLOPE i j Typical Flush Mount Army-Plan Vkw+ Mid Clamp Soler Panel -- 912'=1'-0r "wu f L-Foot ,,,►.,�9m � wyr lrwW.xr.+ rrr yvtr drir.w IronRidge Rai Fleshing Seaton-Flush Mount-Flat Roof -- - F I 3/4"=9'-Or Existing Root Structim section-Tilt Mount-Flat Roof Demi C-rypicat Pool Can odor 314•=1'4r 3r V-0• I i errvan.a.r.. Mid Clamp Enol Clamp Seaton-Flush Mount-Sloped Roof - - - 3/4"=f•.pr - — _ - VAMS I � 0 fi YrrYiww iq -- - -- vnae9 c...y wse.a.. Detail D—MIG Clamp GD Rall-Eiavelion Qelall g•End QkooV to •Eley "„r�---------•-� Typical Flush Mount Array-Elevation IR 2.01 � _ W4"=9'-0" P ' i i (8 LG Innovation for Life's Good Better LG NeON ' R 11==11 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 C&US CE efforts to increase customer's values beyond efficiency.It 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 NeONo R has been designed to performance warranty as well.LG NeON°R has an significantly enhance its output making it efficient enhanced performance warranty.After 25 years,LG even in limited space. 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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 matenals industry We 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. i 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/m',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 m module efficiency at 200 W/m'in relation to 1000 W/m=is-2.0%. 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/m',ambient temperature 20°C,wind speed 1 m/s Fire Resistance Class(CANADA) Class C(ULC/ORD C1703) Product Warranty 25 years Output Warranty ofPmax Linear warranty** Dimensions(mm/in) *•1)First 5 years 95%,2)After 5th year 0 4%annua(degradation,3)25 years 870% = f_7 `- Temperature Characteristics I q NOCT 44 t 3°C Pmpp -0.30 Voc Vol: -0.24%/°C Isc 0.04%/°C ro...i Characteristic Curves �. r•....1 -_ i 1 i 1 ate.p, w.ra.., 10,00 -- 8.00 u 6.00 c00W 4.00 _. ---- 200 ""-. 200W _ voltage M a a 1 1 0.00 500 1000 15.00 2000 2500 30.00 3500 4000 45.00 Bi f 1 140 2 120 - --_-.......................................................................... Isc 'i 100 ao -------------------------- -- 60 -- ---- ---- ---- -- - - 40 - -- ------- ----- --------- --...... - --------- ��f �� 20 ----------_----------------------------------------.-..._-....__--------------------------- _.. , 0 T mpe.W.(Y) 40 -25 0 25 5o 75 90 •The distance between the center of the mounting/grounding holes. ® LG North America Solar Business Team Product specifications are subject to change without notice. FRI j LG Electronics U.S.A.Inc DS-T1-72-W-G-P-EN-60630 10 Lifes Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 'in r Copyright©2017 LG Electronics.All rights reserved. Innovation for a Better Ufe Contact:Ig.solar@lge.com 01/01/2017 www.Igsolarusa.com ❑ � 5 17-17-71Northeast Solar Typical feet placement w/ 16" o.c. rafter spacing I I I L i Typical feet placement w/ 24" o.c. rafter spacing EinIr�ki 51, i i 2' 4' 4' 4' 4'