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02-019 (12)
589 NORTH FARMS RD BP-2018-1389 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:02-019 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-2018-1389 Proiect# JS-2018-002460 Est.Cost$27922.00 Pee: $75,00 PERMISSION IS HEREBY GRANTED TO: Const.class: Contractor: License: Use Group NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sa.ft.): 128937.60 Owner: Dorian Gregory Zoning: RRll00)/WSP(1DO)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 589 NORTH FARMS RD Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 () HATFIELDMA01038 ISSUED ON.612712018 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR 21 PANELS 7.56KW 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 6/27/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner saal-k- File 4 BP-2018-1389 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS THONE 136 ELM ST HATFIELD (413)247-6045 Q PROPERTY LOCATION 589 NORTH FARMS RD MAP 02 PARCEL 019 001 ZONE RRI100)/WSPF00F THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUX' 1 Fee Paid �1 Building Permit Filled out Fee Paid TvoeofConstruction: ROOF MOUNTED SOLAR 21 PANELS 7.56KW 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 molition Delay re ofBuildmg Ofiwj 1 Dale Note: Issuance of Zonmg permit does not relieve a applicant's burden to comply with an 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. 6pel 1 1AN;zt H ir1 DocuSign Envelope ID:1C105AFD-E2F3448F-8912-009CS34A478F RECEIVEU Departentuse City of Northampton Status of Perrrv'c Building Department Curb CuVDriveivay Penned JUN 2 6 2018 212 Main Street severrSepecAvailability Room 100 WalerrWell Availability N rthampton, MA 01060 T"sets of Structural Plans Oe,OF at1aD1N0INSPFliIQl*41 587.1240 FaK 413.587.1272 PIOUSito Plans NORTHMIPTON,MaO "` Outer$Peaty APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SEC TION i -SITE INF 0RMAT ION lx-Jr Is—lss l 1.1 P_rasurry AddLeaa This section to be Compared by of ice 589 N Farms Rd Map d C Loc_ Florence MA 01062 Tone Owdayustrict__`__ Elm SL Dixtnct CO Dlaldct SEC TION 2-PROPERTY OWNERSHIP!AUTHORIZED AGEN T 2.1 Owner of Record: 589 N Farms Rd Dorian Gregory Florence MA 01062 enTClwmq o«oslc�•a ev: Cverx Man-a^nnxx x� C. __—__�___413-348-6801 :igrvilum Northeast Solar 136 Elm St Hatfield�MA 01038 `.a.+a tlynl: tm 2umm ann,acrf.�xx ----- ------- ----_- _ 413-247-6045 ---- SEC rION 3-ESTIMATED CONSI RILICIION COATS Item Estimated Cost(rx+ars7 to be Of"C a .se Or I; c rcN<ted by rmir ado can- ', 9ulldn9 ;al building Permit*ee 2. Electrical {b!Es it:ed To.a.,.Cos'c' '..... ' r"IUMOng Su.Iding Permit Fee a .-hanlcal;NVAC} S, Fire Newel— v. 11.a1-;1 .2+3«q - ,;i CreeK Uumc I 1'hls Sacbon For ORciaiUte Only building Perm[NumVaar: Dale ----- sued: Spina,. e Z /q _ G DocuSign Envelope In 1G105AFD-E2F3A48F-8912-009C534A478F 5CCli0n 4. ZONING Nt m*rrmasrs MIoV ar:nmpinro.;Trine can xr Der..rn n,o :c mrrmp:roc ,n•l,,,,r Existing Proposed Required by Zomcg IYu::a,nq Ihl'acmrr Let Sirc hmncagc, Sct6acks hmn: side L. R. R. Rear Budd ins Height Bldg. Sgmrc Footage ?, i Opcn Space Fcatagc a utn :nm`1:.. .ul'4 yr LvRJ_ • of Parking Spaces rdl "dwr nN Lnat,v5, I A. Ila% a Special Per•;litivariame;nrid+og ever beer lssuec Ior ton t'•.c site! NO () DONT KNOW YES IF YES,dote issued: IF YES: 'Nis the oe;mit recorded it lx Registry of Occds+ �1 NO 0 DONTRNOW 0 YES S j IF YES: enter gook Page aadlor Ducwnr+t c B. Docs Um site contain a brook, body of watt* of wellannds? NO C DONT KNOW O YE5 0 IF YES, has a ocrmit beers or nccd to k• obtained fru•ri the Conservation Crnnrnissiun? Needs to be obtained Obtained , Date Issued: L. Du any signs exist o's the pmct ty? YES it YES, dmribc site, type and location: D. hie there any proposed cnotegc's to or additions of signs/ntcrrcec lot the oruperty, t YES (J NO 1 J IF YES,dcxtitx size, type arld location: E. 'PATI the conseueYen ac?m!y osLm(a Ea^.ng,gac rq,�teavabon.cr Ld:ng,over i acre er s i ca^,c7 a o_mmre plan ;nut unn CrstirD c:e• t acre? YES iF"ES men a Nannemp2on Sxrm Y:ata.•r.±ara;ement Peine trnrr•me DP'.�is required. DocuSign Envelope ID:1C105AFD-E2F3448F-B912-009C534A478F Naw House ❑ Addition [ Repl .caul Windows Altererijo f Roofing (� Or Doors J Accessory Bldg. Demolitlo^ ❑ New Signa 1 11 Decks TL-4 &Ding 1( 1 Other(Xi 3•:of Descriptor,a pr?:{issed Install 21 solar panels on Roof Vi Alerahpn cf eaasnng Dat ro-:+'n__Yes____ No Ai new bedroom Yes No Attached Nai Rencrval UniShed basement —yes __No P!a.^s Attached Rall -Sheet sa.If Now house and or addition to existing housing complete the fallowing: a. Jyorbukhng :One Famry _ T•tm Fam'.y Ctner — Num•te,drocros in each family,nd: Nurrca,uf 3amrooms--_ Is Fere a garage altached? c. proposed Spiala footage a`new oena'niwicn. Dmension. Nurrrar 0 stcnes'r f. y'i of heabngP _ Fireplaces or'W45]stpves N,tuber of each g. Ergn;y Conservation Como`.an•:e. `.lasscrteck Energy Compliance form arac^ad Type of oc shucr'0" Is o.�^s!r,umn 1- 100n-of'ae:iends?____Yes No. Is constri wt.ran 100y'. iioodplein___Yes__No Dept, of baseman!Cv ce,or floor baipw fnisneb grade—__ I. W.:. building cmfohr,to me 3wm'eg and 2onirg regulations? 'Yes_Kc.. Sacmc Tani, ClySewer nnvata Trail �___ Cty wa!er S.,co-y_ SECTION ra.OWNER AUTHORIZATION-TO HE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILD140 PERMIT I•-------Dorian __-__Dorian Gregory __ _______ ,as 00i of ate s.gecr property hereby autnonze Northeast Solar 108011"my Metall.'9111 pm y m��lera relative to'nrri auOlorim cV this budding Doarn li.=pa'+gn. -- _— --_--� u �K G 4/24/2018 Sipts.ure ur O Nle I. Gregory Garrison/Northeast Solar _ .as o�,nenA,;mgnzed Agent hereby dec'are shat tna staraments and Inform®to^ on the feraynr^,applicator are t"ani acc •aie.!e ve tist o'my <nnx•ecge and bale of Signed ace,me cams arc penalties of perjury. Gregory Garrison P6rl Aa-e Sipts C 10 mr•A;avtl pa^ DocuSign Envelope ID:1C105AFD-E2F3448F-6912-009C534A478F SECTION 8 -CONSTRUCTION SERVICES R-f,IbeneeCI ConelOmdon Son110611 : Nat Applicaale O E}:ill_p Saunsc]ard CS106i13 tk;euxY Van-Ser 4! 3d ¢4a 0: 35: 6/7/19 htSJeYSY Yn�'JII V'I Dake 413 -247-6045 ti ,ni•+ t elepnnna -- 9 Re Ielemd Nome Imor"eiment Contractor Not Apphirwae O von LkxcasE Solar 169641 CemnName Registrabon Number 136 Elm SL , HaLfiCld, Ma 01039 7/13/2019 Exp:rate-0a^.a _Telephone 413 -247-6045 SEC WN l0-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.4 25C(6)) Worke,a Comoensamn Ins.rance m5de al must be aancfeled aoc strbrrdtaC wr:h mit spar:atir. Failure tr proofs!nes afrida•:I grill res.!i in me con a.of ma nsuanco of"building 9mol. Senior!Aff,mi"t Attached Yes.. -,ZI No._.. O 11. - Home Owner Exemption TI>:cmmm cxcnhptirm for"kwnx.owneri'xas cat:ndM to nuludr Chsner-omupkd Dn elllnas nf'ore l l) or :wo,` (amid cs and ra Vow suca horcowrcn'to ergagc an individual for Iain who dozi,no;p;,scs a license,Provided that the owner acts as xu or Sixth 1,F.dilion Scctkn 198.35,1. DeflnmM of Namemrner Parson sI uln owo a parcel cl lard on x'*.:ch he'shc rtvides or it:,ante to:eaiq ar.•which:dere is.or is imcndc,!one.a one or tuo family duellurg,arx&cd e:detached mricices acetssory to such u;:and'ar fam ;trici A person who constructs more than one home in s tna-rear Period shall pat be oonsi lcrcd a hemeonner. Such"hon>:mrIla";ball suMait co the Building Official oa a fncm acted ribl:�o th.,Building CMicial,that heishe shall be res000sible for all such»ark omformed under the building permit. A;acting 'anter D01154oen'Lv^r your prcscncz on u:cjilb sa:ual Se r:qutrcd f,:m time Ie rime,dr.:ng it^d upon colnpiction o'ire work for which tins p rnt is sss:d. Also be adrtscd incl with refe:nue to Mmucr 1521 Worker;'Compensation) and Chapter I53(Liahr':in a(Fmluaecr;to Fmplovcc�for injures rm rc;ahing in Demn)ofti., "toacnuscxs 6i 1wal La+vs Aa.wxcd.you may de LAW forjr, n:r;o:lis) yea hire to perform 4,,:kkr. ynu endo this pecmtt, Tb:acdz"Sciml"homcownrr eeuifics and moat nW,msibdcY for conrpl.xz" •mra the State Codc.Civ, of Northampton 0CdbI1lWe1.Sure and LOW ZOleog iaov and S:ax Lnus Aro.;atcd. Homeowner Slgnalurt The Con nomveabIr of Massachusetis QnntForm Departnent of Industrial Accidents Office of Investigations 1 Congress SDwe4 Suite 100 Boston,MA 02114-2017 svrow.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly BusinesslOrganization Name:Northeast Solar Address.136 Elm St. CitylStatelZip:Hatfield,Ma 01036 phone#:413-247-6045 Areyouanemplayer? Checkthe appropriate box: Business Type(required) 1.❑ 1 am a employer with 17 employees(foll and/ 5. ❑Retail or par6time).* 6. ❑Restaunm BanSwr gEstablislumaet 2.0 I em a sale proprietor orpodne,"p andhave na 71 []Office and/or Sales(incl.real estate, oto, at) employees working far mein any capacity. [No workers' camp.inaurancerequired] 8_ ❑Nonpeofit 3,El We a a coop or ation end its officers have an excised 9. ❑Entenamnent teeinoigttofexemptiornperc. 152,§I(4), mdwehave 10.❑Menufectoring no employees [No workers' comp.insurance ngvired]' 11.❑Health Care 4, We are enon-profit og ...lion, staffed by volunteer; withno employees.[No workers' comp,insurance req.] 12_❑Other *Any applicmttFat clerksb�M mut abofill ovttke sectionbebn shxvug lliarwvdreri crmWeuationpoliryid firm **II'tM crrpaa4 dsceu hoe¢mnpkd thmehvs,but de cmpm'atiav Fos otkexexegiloyeez,awadrers'c�m,anonymheyi:xquived and suehan ogaxiwticm sl�o�Ll clack bxa Nl. I......player that isprovddieg workers,campensnkmr fnsinsmiefor my employees. Belowisthepolfcyfnformation. Insurance Company Name.Energi InaureraAddress: 589 N Farms Rd C6ylstwalzip. Florence MA 01062 Policy#o Self-ins.Lie,#EWGR000260517 Exlnrw.ion Date 7/8/18 Attach a copy of the workers'camp ensationp ukcy declaration page(showing the policy numb er and exp kation date). F adore to secure coverage asregWredunder Sectim25A od MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500 00 and/or one-yea[imprisonment,as well as civil penalties in the farm of a STOP WORK ORDER and a fine 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 cern an er A,pafxs wit ' ofperlory Ad the mifermatku provided abow As trees and soared. Si etune. Date; 4/24/2018 Phone# 41724 - 45 Offrefe ase only. Do notavrdte in lets arm,b be completed by city or town offeefal City cr Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrwarx Clerk 4.Licensing Board 5.Selectmen's Office 6.other Contact Permit: Phone#: www.musgoAdv DocuSign Envelope IDiC105AFD-E2F3-448F-B912-009C534A478F 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: 5kl N-FalUr1S PA. 'FIty-etl(e , MA Otofolc The debris will be transported by: Nc5 crrJ AM A1,w.,(u)tc The debris will be received by: OCAC . AumakR -�O be (naaIAL L60 DAKw'^ Building permit number: Name of Permit Applicant : N 0(-�' ftc Su (a,,- i ate Sig ature of Permit Appli a t Main electric panel in basement Nini Melvin 589 N Farms Rd Florence, Ma 01062 ,. Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: June 21, 2018 To: Justin Arms Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Dorian Gregory, 589 North Farms Rd, Florence, MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the existing roof framing of the house for the proposed PV solar panel installation. The 27'-29'x 48', I-story ranch style house was built in 1956. The rafters are 2x6(I- 5/8"x 5-5/8"), installed 16"on-center, spanning 13'over a 29' long section and spanning 14' over a 19' section with a 5/12 roof pitch. The 2x6 ceilingjoists are attached to the bottom of the rafters and prevent the roof from spreading. The roofing is asphalt shingles. 21 PV solar panels are to be installed on the east facing roof of the house. The existing 2x6 rafters have too long a span to meet the current building code requirements. The east rafters supporting the solar panels need to be reinforced by installing a 2x4 kneewall located 2'-6"in from the exterior walls to reduce the span of the rafters. The vertical 2x4 can be attached to the sides of the rafter with 3—2%"TimberLok, or equivalent structural screws, and toe screwed directly to the top of the ceiling joists or toe screwed to a 2x4 plate that has been attached to the top of the ceiling joists. I have reviewed the mounting details for the proposed solar array. Based on my calculations 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 rafter the reinforced roof framing, as outlined above, 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, v OF DAVID A. VR CIVIL David Vreeland, PE '$ No.46317 Vreeland Design Associates GegFGISTS FSSIONAL � 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 EVALUATION REPORT_ Report Numben 0248 Originally losued: 09/2012 Valid Through: 09/2013 FHOLDER: 06—WOOD AND PLASTICS 3.0 DESCRIPTION 06060—Connections and Fasteners 3.1 General Deacrtption MOLDER: EZ Roof Mount L-Foot Kh consists of 5 basic Corporation components:(1)shoe assembly with captive waterproof a St.Sults A washer, (2)leg bolt o fasten through the shingles to the er,WA 98661 roof rafter, (3) flashing Nal is placed under the row of shingles above the sloe and then over the shoe, (4)L- TION SUBJECT Foot Nat is placed over the protruding shoe threads antl (5) 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. 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 casing aluminum alloy with dimensions of 2.00 Inches in diameter and 1.00 • 2009 International Building Code® inches N height it is held in place using one 5116 inch • 2009 International.Residential Code® diameter lag bolt that Is 4 inch in length and made of • 20D6 International Building Cade® stainless steel. Fleshing is fabricated than 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 foot is a 2.00 inch long unequal lag angle made from • Evaluation Crawls for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Commetors (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(ICG-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 4A Design mount solar systems and other rooftop devices such as satellite dishes on asphalt shingle roots with wood Tabulated allowable Icads shown in Table 1 of this rafters underneath. report are based on allowable stress design (ASD). Adjustments M 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 the retardant lumber or with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less then OSS 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"planation. Page 1 o(4 R •r, YM1vni[are%wq ouw. M1AMgp. %uW FMYMimbI01RIM.NM�wmaL PMeJF N,IM—ev, .NaM✓Na PMmfm.oY N,MW[N.Nbb C1� 1.P>A6tllN.Fs%YJIiA01 NA adV1W'Hm lot M4J,YW EInMC K%A,3%B—VSI deWnem Ym4�•I IVs EVALUATION REPORT __ e Report Number. 0248 C- Originally tamed: 08!2012 Valid Tbrough: 0812013 Fleadhol�o stallation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria oof Mount must be installed using the 6116 inch for Roof Fleshing for Pipe Penetrations (ICC-ES AC ter sislnless steel fag screw at each bracket 286-2008). Rein Fast conbrmed to Underwriters location as described In the manufactureYs installation Laboratory Standard for Gas Vents, UL 447-96 Section Instructions. Lag screw must penetrate into the roof 25. a mimmum 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 potions ISO/IEC 17026. lag screw as required in Section 11.1 r3 of the -08. Threaded portion of the lag screry shalt be 7.0 IDENTIFICATION ed info 4s lead hole by fuming with a wrench and riving by a hammer. A dle4lamp label in the fleshing bearing the name and address of the manufacturer, the model number, Use of auxiliary holes in the Shoe other than the use of LAPMO Uniform ES Marcs of Conformity, and this an extra fastener to stop the shoe from notating 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 We the raised potion of the flashing to prevent water U E S ingress under the shingle. No porton of the flashing should be bent upward; the fleshing must rest fully against the roof shingles, Otherwise the water and wind TM performance may be impaired. IAPMO 1!0248 6.0 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 condi ions: 6.1 EZ Roof Mount shall be installed In aocordance with this report, manufacturer's installation Instructions and the codes listed in Section I.I. 6.2 Calculations to verify the imposed bads on the EZ Roof Mount assembly do not exceed the allowable bads 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 Misceileneous Connectors pAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Numben 0248 ` Originally Issued: 0912092 Valid Through 09/2013 FLLO ABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNI'L-FOOT KIT(IUs.)'ua''b Ultimate Load Test Load al Zest LoadakCalculatnlrectlou seat Valoe 0.250 inch0.1251nc4astenr/MetalAOowable e below) F .X3.0 detketiou de0ee0on Siren Ih benign Load thdrew.!) 715 1,800 695 340 3d0 m1 260 240 130 153 130 able load vakms ate based on the least value from the ultimate load of(hr.fesu(drengfh limit),tested t 0.125 inch deflection(deflection IbniU,calculated fastener capacity(withdrawal or lateral)for wood specific gmvity of0.55(Somhem Pine)or alMwabk strcsa.fine aluminum[lootannomr. able lead values are based on lumber with all oflhe following chamcteristics: a. Located in dry service conditions where the moisture content does not exceed 19°4 for an exteaded period .!time such as in:trot covered structures. b. Located where it does not experience swtaitwd exposure 1.elevated mmpemmm Ihm exceed I OD'P. For any other conditions,allowable table values shall be multiplied by the related adjustment facmr(s)(C„ wd/or Q in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable madvalues are based un lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values far withdrawal arebased on a minimum pe rota ion of 2'A inches into the roof rafler by one 5/16 inch x 4 iach 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_ Repots Numbers 0248 Ode1na11Y laaaedr 0912012 Valid Theou9ht 0912013 TABLE 2:MATERIAL PROPERTIES Hent Material Shoe Aluminum alln ANSUAA A390.0 Wat f Wesfiu EPDM with dammeier roti of W L Bolt 304 stainless steel AS A 240 L-foot Aluminum alto 6063=76 ASTM 8221 Hcx Ca Aluminum alloyANSI/AA A380A F1 ling Almninum alloyIOW ASTM 8209 EZ ROOF MOUNT COMPONENTS Figual:Shoe Assembly Fig.4:Hex Cap Figure 2:Lag Bah Figure S:Flashing \F�b Figure 3:.Lfool Page 4 of 4 EVALUATION REPORT Rapoff Numban 0248 5-` - 04910allylSSUmh 09x2012 Valid"mu9he 0912019 TABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT Uld;.)'�"' Load Direction Ultimate Load Tast Load of TV Laadat Calculated AOowable Test Value 0350 inch 0.125 in FeatmedMetal (ace figure below) F.S.=3.0 deflection defection Streo th Design Load Uplif(Withdmwal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values arc based on the least value from the ultimata 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-Coot connector. 2. Allowable load values are based on lumber with all of the following chametaristics. a. Located in dry service conditions where the moisture mutant does notexceed 39%form"tended period of time such ss,is moat covered structures. Ill. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any*that conditions,allowable table valas shall be multiplied by the related adjustment factor(s)(C,,, andtor Q in accordance with the Natiobal Design Specificatiod for Wood Construction(NDS-05). 3. Allowable load values aro based on lumber with aspecific gravity of0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of Y. inches into the roof roller by one 5116 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 �uc�.inq Mitl damp EM damp--1 li f Ii; �IRONRIDGE�'� m omaP•AIiQ Wm�NAS Rai-Pyn �+Y B-EM Cp�ro bRad Pb ` t I Ll T 1.1a MnmtMnv-Pbn New Wcm.p 12'=t'' t w. L{o0t Ili JH �I i! •'•+'�"� `•^�"•�• Y ImnRitlpa Rai FII Sedbn-FFM Mount-Flat RaM .+•.ti..a I_.. 3J6"=1'-0' •"°'�` Esla6npR 15auduei L . -r.n�` i Set�ttMwnt-FlatRwl 9smPC-TyPdlRoel caredlwr t f__ "': ewww.... MId W w EM CItm . . 5¢uon-FTUM Mwnt-6boeE Raul - :i Y4'=1'A' M0it0-Gll Clemem RaH-BerNun IIE- WmO bAa1 EI IFS a:l lMicY FNSM1 Mowll Prtav-ElevaWln ;; IR 2 Ot ' ; ''. L IIII IIIiII .�► Northeast I III Typical feet placement w/ - - f 16" o.c. rafter spacing FLJ 1111 II II II II 1 4 4 4 9 i .- ..j r I I I I i l l l l l l Typical feet placement w/ 24" o.c. rafter spacing LD — Igk - - F7k Fk -- ® LG . Life's Good LG NeON' R LG NeONO R is new powerful produtt with global top level performance.Applied new cell structure without electrodes 60 cell on the froing LG Ni R maximized the utilization of light and enhanced its reliability,LG Nei R demonstrates -G's pVE C UL US ( C, (" � efforts m 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 nowoeer 25years product warranty t, accommodate The LG Nei R has been designed to performance warranty as well LG NeONe R has an significantly enhance its output making It efficient Bated performance warranty.After 25 years,LG even In limited space. NEON®R o guaranteed at least 87 0%of initial performance. Aesthetic Roof ® Outstanding Durability LG NoCNee R has been designed with aesthetics m With its newly reinforced frame design.LG mind no electrode on the front that makes new Ni R can endure a front load up on 6000 Pa, product more aesthetic LG NeON®R can increase and a rear load up to 5400 Pat. the value of a property with its modern design. G� Better Performance on a Sunny Day Near Zero LID(Light Induced Degradation) W NeON c R now performs better on a sunny The n-type cells used in LG NeON®R have days thanks c,t,,mprovcd tem,amre crefficinntalmost no boron,which may cause the initial performance degradation,leading re less LID. AburtLGElectrnnics LG EIe ---- no o Swragb6tieltlrche,eoM1azb're e—ch,du¢cee Ledlh—im vraepa1�, oh-" ba a-"ir,rWb tI azm allautirle gmw[M1ey ne WeemW-,ke vI1a.hrk.erreeeei kems 0pIt-unm li bockes,l'eurMreaher.1.tci3,NeOe-bpevouwaMmNfl3015Ne0wrtF CElischMoo,--Inmmehiarwb,F moved LGetheleaderofemthe ,now, LG NeON` R Mechanical Properties Electrical Properties(STC A) Celle 6x10 Module 365 360 355 3% Ce11VeMor LG Mus:mum Poxrer(Pi 365 360 355 350 Cell Type MonecrystUllne/N zype MPP Vokii(Vmpp) 367 36.5 363 361 Cell Dimeabns 1617.161]mm 161ncM1es MPP(Sume,w(L,yp) 995 987 979 970 oimensons0.x WxN)_... 1700 x 1016 x 40 mm.- Open eraie Voltage Doc) 028 427 427 42 7 6693 x 400.157in<M1 Shon Gran Currem(111 108 10.79 1078 1077 Fa,rc Load 6000Pa Module Efficiency 21.1 208 20.6 203 Rear Load 5400Pa Operau,g Tenpenture -40-90 Weigh 18.5 kg Mexnum System Vpkage 1000- Corsi Type MCA M ,am Senes Fuse Rating - 20 (unction Box IP68 with3 Bypass Diodes Power Tolerame(%) 0-.3 Lmgthof Cobbs 1000 mm x 2 ea St,(s...e.,eIii,Co.,a,-) .,•h.-Tnoo wrm:a.,S-T.o.....,.25 t.FM 15 Glues, Nigh Transmssen Tempered GUss 'TM=^•^owep,,..a, meu.,.,., b :,•=ap•°a•nu.,.ar,,.,o. Frame Fnodzed Aluminium Electrical Properties(Iiii Certifications and Warranty Motlule 365 360 355 350 Cerzifit.d..s IEC 61215,IEC 6173D-1/2. _. Mavmum Poerer(piv) 275 271 267 263 _ UL 1703 MPP Vokage(vi 366 364 362 36.D IEC 61701 D3,11 corrosion zest) MPP Cui Rhipp) 751 745 739 732 IEC 62716(A—usi Uhi...... .. Open Cacurt Vohaye(Voc) 402 402 402 401 1509001 Short Circuli Curre.R-) 870 869 866 867 Motlule Fre Per(omwu NSA) TYPe1 •NUSTlNA-m op,wv Cal... A.N),-his.erow(m.amsa.,a„e.,m..ro<.wM-11 m(. _ _._. F-Resistance Class(CANADA) CIasS C(ULC/ORD C1703) Pmdua WamMy 25 years outp,mwamntyorPnm„ jr-,Ai Dimensions(mm/in) ••11r.,,swe„ a:z aln«..smr,..o.x..�se.g,a.,Nnaleer-a eTou _ I Tem erature Characteristics 1 _ o NOCT 44x3°C .. PmPp _ 030%PC _. _. . 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