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07-059 381 North Farms Rd
35 , Fami s /tic( SOLAR MBP-2018-00159 GIS#: COMMONWEALTH OF MASSACHUSETTS MJS-2018-000230 CITY OF NORTHAMPTON Map:Block:Lot PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit:Building DO NOT HAVE ACCESS TO THE GUARANTY FUND(MG L c.142A) BUILDING PERMIT Permit# MBP-2018-00159 Project# NUS-2018-000230 Est. Cost: 37743 Fee:75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PHILLIP BAUNS GARD CSL- 106113 Lot Size(sq. ft.): Owner: RINGEY MARTIN G Zoning:WSP Applicant: PHILLIP BAUNS GARD AT: SOLAR Applicant Address: Phone: Insurance: 136 ELM ST 4132476045 0BN2873803 HATFIELD, MA 01038 ISSUED ON: 08/16/2017 TO PERFORM THE FOLLOWING WORK: INSTALL 32 SOLAR PANELS ON ROOF 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 ofOccupancy signature: FeeType: Date Paid: Amount: Check Number: Solar 08/11/2017 75 8432 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#MBP-2018-00159 761 powvA, E-0-1A5 APPLICANT/CONTACT PERSON: fidaoltA PROPERTY LOCATION MAP:LOT ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST P ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid_537743.00 Building Permit Filled out Fee Paid $37743.00 Tvpeof Construction: INSTALL 32 SI ' •:.110 " S ON ROOF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INtyrRMATION 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 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. •••11.J Department use col'y ,\Ci*„y • No ampton Status of Pern'o: .07, arrnent Curt Cu'iOrtveway PernN1 , 212 t. in Street SeesnSeptic Abily / Re.pm 100 Water,*4,'/ell abdt • ' riorthernolort, MA 01060 Two Sets of Strict..,,s'Plans 'phone 413,587,-1240 7:ay,411587-1272 Plot/Site Plan Other Soeoly APPLICATION 0 ,ONSTRUCT,ALTER, REPAIR,RENOVATE OR OEMOL1Sff A ONE OR TWO FAMILY DWELLING ISEC rtow -SUE INFORMATION sectton to be corip'eted by office 1.1 Property Address 381 N Farms Rd, Florence Ma 01062 Yap — Lot — Zoe Overlay District EtriSt.Ditir'.1 C13 Div-In-tit SECTION 2-PROPERTY OWNEf4SHIPIAUTHORIZEO AGENT 2,1 Owner of Record381 N Farms Rd Marti Riney Florence MA 01062 4f1 r.1,71,or,Artet,-,, c J 413-265-0044 1014°P°i"' Z.„Z Authorized Actent: / Northeast Solar 136Elm St Hatfield MA 01038 rod 413-247-6045 atut -rtiv;i1 - k. • Estimated Cost(Co ats":to be rlf‘tc se 0-Iv corr-;=*ed D -ran* 3ultding SiittdIrtd. 2 Eiecincei Es,..trrsted oa ::ons:ruc:Icrt from 7,tumb Bu,iding Perr-fit Fee I Ye.:hantoa VAC: 1, ire T.',Dteot-::- $37,743t1 :E- •• 76 Sectioll For Off ciaA Use Only huInq! i JUtV - - Date ssued • Stdnat.,e Hi i SSC 110N „ ? , RiP ,! .i1.Q , . .S .ILOR ..( l .ts_ tl PPI l l i New House Addl ion El Replacement Widows Alterationfsi [ Roofing Or Doors 0 Accessory 8Idg, emotitio^ New Signs 1 r) Decks I':Z,; Srding',1 Other ;x i1 ' escnp on 'W, .coed Install 32 solar panels on Roof "erat or ex s',r, -:1.. » vas e Adc" new bedroom Yes ..%0 Acta:hed Harte'.'e _ Ra"ovat^g un`*-:shed bass-tient ___ ,.'Y el _ No ,a^s. *.tacried Roll -Shee> sa,if New house and or addition to existint hou in•, cornSiete the followint. Jisa of bufiding ;One anr_ .. Two Pam y Cr'net. _ '4urros-t0'morns ;n 7'a:h'am y.,r€<I. w `iurr:s c' 3a'nroorrs`sw w. Is t"e"e a „qv-age a°tacho_d? o. °" c.sed S;.;.are°'oota9e o'n w c3r'rstruc1Iotl.,__ £:.'nens ors a. `"°lurr ta'o'st nes' ^_.._________ .- ' e<tethr,41 of nee! = ' rtreplaces of'W ri stoves F, m'ber of :ac h e;. E-t—gy Conserva _on,Corro ance.__,_, _ , ., _ Aasssca" :k Enemy Cornotanca fon,* ra s^:' fy+pe clf oo-str,C,Or �.,,_ Is oo"r,r, C..'on'N t," 100 t y'OA:ands?..,_« Yas . _..,_..,t`ro, to censiruct .-w!hin "'CO y oodpIatn_____ 'es........., o 'rept~ of base erit r .at f Dr l',e':OW`intsnet grade ... .� . .c W building o-torn' to"a^e Bu c.., and cni'g regula'=sns'' , Yes_ N,. fez"IC,Ta°..s r tIu S wer =4n'e'ate well C y w'aier ..;cr y____ €d SEC f ION ?a-OWNER AU fH0 IZATION-10 SE CO PL TEU WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Martin I Ringey preperr, hereb'j r' , rt, t Solar _ La,ac', •ri i"ri J7 f ,I .1ra t,1 S�«`'S ortcnzze`",z,'this building oerrr"E", .. caw`e."tr. 1f 1 SINE `t,a t ,41 7.h ^ear aim I, _ Ann _Br_a_n_n_er! Northeast Solar _ __ _ _ _ .as >aner: iho e Agent hereby dee,are;hat tr:e sla'erre-Is and fnfonriatc--mon the fcreg "g application are irue arc acc..'a"e."D.,'"e twat o'my t;ncw ecge and:a of Signed .., ,cat.re ca-"s a^c penal}es of perlurry, Ann Branner Ear ,. „i-ti .,.._. W Seitioti 4. ZONING &L r*reTrolicr Mt fir,:rorp:ptro.„P7Ptirtfi r )ra— 1)t,e, T rrferp:elr r--ezt•Itrx proposed Reoalt:ed by lere.ee, !ltt: I Frolra ,!, Set'nacks Frirr:ir 1 1., Rtat 13triclinit Ife.ght Saaate Irrrit)ragt rr; Space 541 itrti'ti Ire,f n of Pat'Litcg Sit3ccs A. HsSpetiat Per—11,./Vart.ariceirrtiLidg eve." soon :ssi..tre lotion site? No () DON'T KNOW YES IF YES,trate ease : IF YES: Was Vie 'curled at 1.::e Registry of Deeds! 4r ) DONT PIOW c , ycs IF YES: atterBook Page Oocutrie-t 8, Does Vic site cotitair a brook, body of wator ot wettarrds1 NO DOIN1`—kNOINo IF YES, has a orrrritt tfeerr or fleet!, to b obtarred f10777 tw c(„atiNetVatiDit Commiui Needs to be obtalied Obtained c„. , Date Issued: Do atry signs trxr.ft or. the *,..tro`oert:if YES' I YES, des‹..tibe size, typo arid locative Aro f-ere arty proposer!r.."rarge'ri to or aedrtiOrt$,o *41g°1 *fttcrtce for t'ie orOperty .? YES NO F YES, desr„.tir.te size, type arta E. '04411 the construction E.C7:Nl!y rr;,excavation or fitting:aver r. acre or s o'a ceenrer:plan 'hat ifl r,,.rb over I a.ztra'? ThS Nt N -r)( ef,a Noreatrprdn Stor,n Water koara;elient Perrre'to",the(,PW ts required SECTION a-CONSTRUCTION SERVICES . : Not Appliczoe 0 Pill-...p BsAard Nerte,ofilmcle.lintent CS105113 34::: C 1 ","'/ ir ./11--9A-lii rprwy, , _ __ 413 -247- 6045 p7,- 4ev dr .44 9.Reposterect Home Improvement Contractor Not Appliesve 0 Not:L ilea Gl... SO:at 1E9641 Compa*y Name Regralrat,or, Number 136 EIT, S HaLfield, Ma 01039 ,e,mf- - Exo retc,, Cale / 4:3 -247-6045 / 4r.../0/4 ... - , SEC rIoN in..woRKERs COYPENSATION INSURANCE Af PIDAVIT fTs4.0„1„c„1$2,§25Cifilf Works.s Combe,sat on Ins.;rance affidavl MUM De comcie1ed ano-s4„brreitee: sk.°*,,h this appl cats-, Failure tc.•prov,to ,i..,a aidav t'mit In he c er,a:of The ss„-At te of ke buildin* Signed A'q navv:A'Iached Yes__ ;NZ No , , . J 11. - Home Owner Exemption Th.' ur.'-zot exemption for"Itorrizownefs"was extznded to: ude Owner-occupied Ossetlings of one i; of ..nol.2‘,farrid es '..o 3:kw suen homeowner to enope an'individual for hire who do...no: N.4.,st-z‘z a license.pros'Wed that the owner at5 RS supervisor.CNift7a0 Math Edition Stellon 108.1,5,14 laglittitiptLeallinjalppjaMr, ?,...Tien(s 1 W13:".0*.l.n a Nivel,df land cinwt:ch I I l 4 .1C-%.)42(e4.1..c. or:r.1C1,111,.701 feA:C:e:•.-.r. w1`. 1) iS, or ts tot:tided to',le. a onc or i\so farntly dwelimg,4ttacd r detached iTiCUL'eS ae,:essoi) tt,-, sue)tri:-:and:or!aria: 4-„rieta:ci, A person viho constructs more than one home In a Eno-veer period shalt not be considered a hoettcoss nor, Suenborr,;:msne:' ,Inall st,,,brnitT,o the Muldins Official,,th a .than ar.. en'.0.17,1::..o th.'„-14iddiN Ofleial that tte;she shall be responsible'for all such vorkperformed under the boildinkpermit, A;aetiny CopaiructioniitapersUnT your poef-,naez on th:,..}-.1,Slt.:'A.j',le;,-;t1tiAA:d fIVAr.time td time, j.Upon ellinp,letion of tie A Ork if0:V4h1e1)fnis r,,,.‘rallt Is:,ss.azd. Also be advt...ni Inat wnhrcferctiee td Chapte: 152 I Wr•:.rke:-.A.' cf.11141cr.s,Iti 00 and Cnapter:53(...ialx:iTy,,:t Employ ;to limp:oyeol fol-ti:JurIcs n:clre;dhin.,,in Dzafa',oftz Nlas-,ae:nise....s c.izrie;a:,Laws Artfur.a..oi,you mas, he„liehle for r.,:rwnli.0 hire k pc:form se,,,,.,:k kr)13Auolzr this peamt, :1„,..' and.‘rs:pced"hon.:cowrie:"certifies and awrmes re:ponsIbRy kr eornpLance wiln th. Statc134lAnn..C'ode.C. of Notthamnwn 0awe-4,State and Local Zomng:.aW4and Sae el MassachL.4.1tt Octal LaAs Ano:',1ated. Homeowner Signature .,",..„ The Commonwealth of Massachusetts Print Form Department of Industrial Accidents 1, ,,,.., ' ..3'''' Office of investigations s' '': 1 Congress Street, Suite 100 '.:•-.„s;.:t.-:..';:" i ,s:-, ':,--t..44-----Y ;.':' Boston,MA 02114-2017 www.mass.govidia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Fruit Legibly Business/Organization 1\-tune:Northeast Solar Address 136 Elm St cityrz:ratefzip Hatfield,tyla 01038 Phone # 413-247-6046 Are you an employer?Check the app nip riate box: Business Type(required) 1.0 I am a employer with 17 , , etripl oyees(full and/ 5, 0 Retail or part-time).* 6 0 R estaur ant/B ariE ding Establtshm%at 2 [3 I am a sole proprietor or partnership and have no 7 [3 Office and/or Sales(incl reel estate, auto. etc) employees working for me in any capacity S. [No watkers' comp.insurance required] 0 N on-profit. 3.0 We are a corporation arid its officers have exercised 9. 0 Entertainm ent their right of exemption per c. 152, §1(4), and we have 10.rj Manufacturing no employees.[No workers' comp.insurance required]** .0 4.0 We are a non-profit organization, staffed by volun11Health Care teers, with no employees.[No workers' camp.insurance req.] 12.0 Other *Any applicant that clacks box#1 mist also fill cut the sectionbelcw slckving their wolicars'catnpensation policy information If tie corporate officers have exempted themselves,but the curi.kfiration las oiler employees,awoilcer3'compeisation policy is mcfaind and such an oganization skull cleck box#1. I am an employer that is providing workerscompensation insurance for my employees. Below is.the policy information. Insurance Company N am e:En er gi Insurer's Address: 381 N Farms Rd CityiStateCip: Florence MA 01062 P olicy# or S elf-ins.L.ic.#EWGP.000260517 Expiration Date:418/1B Attach a copy of the workers' comp ensationp olicy declaration page(showing the policy numb er and exp iration date). Failure to secure coverage as r equired under Section 25A of MG L c. 152 can leaci t6 the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may lie forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify, under the - on pen " o perjury that the information provided above is true and correct. Signature: D ate: 6/1 /11 0 0/7„e703 Phone :413247045# Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6. Other Contact Person: Phone#: www.mas s govidia ! -...•, , 4--,- , ,r, ,,. ,' - 4,,,i*4 g**4.,f, iif,t„,,,„,,,,,..,p,t,tr', .,4 ' I;' ' a id* , �' 3 - 9 0 W i' 5 CV .,. - ° °, g � nt haw CDir,-',/,„,tf-• 7 ::P ,,,4•40t,r;"-''''''4,,;;f„,v0, , , „,r;,7c',, . , ' „ ''' „,.....,i , .,..„' t,,,-*0),, i a s fix, > s.' fi r}?r �; g `, d NF1 ,,, f - , �1•'. .moi i0: -, .3: fr ;-' .,.- rm" F ifF a'r`k, ' x s @ Ott 6 moi ,; ,'. t D`tl 9 ark,,, f � 9 x .: `e`, 't,, a.-s lax � #. ! '{ p;,t Com'- .* .i a ? r 4 -mr �„.c , - �` ; ' i N ib <g $ - t \/• %¢. 3�' 6 Y 7 y .g I ' 47454 a � ; 1 s7 cam 1'4 ,. ,,o4itAll 44,, g,r '.kg rr r ,1�'' ter, :: %„fix $ s ,. a *� e's �' :; s*a # <It '` ' a ua�., � �-� �.�>n * �, �� -f Vis, �` �`'•� x���d '� ��a'� 3' £ - � S ¢r u Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 8, 2017 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Martin Ringey, 381 N. Farms Rd, Florence, MA: Structural assessment of existing barn/house roof to support proposed solar array. On 8/4/17, I conduct a site visit and investigated the existing roof framing of the 36'x 60', 2-story gambrel barn built around 1920. Half the length of the barn, the eastern section, has been renovated into a 2-story home. The rafters are full dimension 2x6 installed at 24" on-center, spanning 14' on the upper slope and spanning 4' on the lower steep slope. The intersection of the upper and lower rafters are supported by 8x8 purlin beams, located 14'-6" above the 2"d floor, spanning 15' and supported on angled 8x8 posts. The lower steep sloped 2x6 rafters appear to provide some support of the purlin beams to the top of the rd floor exterior wall. The upper rafters over the section that is has been renovated into the home has been reinforced with scissored 2x6's with the upper ends of the 2x6s attached to the mid-point of the rafters and the lower ends attached to the opposite purlin beam. Where the scissored 2x6s cross, blocking has been installed and the intersection nailed together. These crossed 2x6s reinforce the long span of the upper rafters. 32 PV solar panels are to be installed along the 61' length of the upper roof. The roofing is screwed down metal panels. The south upper rafters over the western half of the barn that has not be renovated need to be reinforced to limit the deflection of the existing rafters and support the proposed solar panels. Install 12' long 2x6s, centered on the length of the existing rafters, and attach with 2 —21/2" TimberLok screws at 16" on-center or nail with 2— 10d nails at 12"on-center. I have reviewed the mounting details for the proposed array. Based on my calculations and a PV solar panel unit weight of 40± 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 detailed above and the existing roof framing over the home section are 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. Scissor Sincerely, ,koN4 OF Acits,6, (LJ 4•*'<i 161k. o DAVID A. 4 tr z VREELAND rci_, mu_ Li, David Vreeland, PE No.46317 Vreeland Design Associates o VA, 116 River Road, Leyden, MA 01337 °tom Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 oc),F cCht-t.c kkv-e-ez,frj- . EVALUATION REPORT uku Report Number: 0248 Originally Issued: 09/2012 • Valid Through: 0912013 Division: 06—WOOD AND PLASTICS 3,0 DESCRIPTION Section: 06060—Connections and Fasteners 3,1 General Description REPORT HOLDER: EZ Roof Mount I.-Foot Kit consists of 5 oasic, SunModo Corporation components: (1)shoe assembly with captive waterproof 1905 SE 5`h St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 99661 roof rafter, (3) flushing that is plaoed under the row of shingles above the shoe and then over the snoe, (4) I- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured ori 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: LL Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assernb7y ,s fabricated using casting aluminum alloy with dimenslons of 2.80 inches in diameter and 1 CO • 2009 International Building Codes inches in height. II is held in place using one 5116 itch • 2009 International Residential Code S diameter lag bolt that Is 4 inch in length and made of • 2006 International Building Code) stainless steel. flashing is fabricated from sheet A • 2003 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 !eg angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 alumirurn livith dimensions of 3.00 rches in Miscellaneous Connectors (IAPMO ES ECCO2- depth, 2.00 inches in width and 0.24 ',riches 2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe ,eit.h a 0.83 inch diameter chamfer (in base) that is Penetrations (ICC-LS AC286),Approved April 2010 located in the center of the base leg. One sot 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 FZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4,1 Design mount solar systems and other rooftop devices such as in satellite dashes on asphalt shingle roofs with wood Tabulated allcwaWe oaas shown iTabie 1 of this rafters nderneath, report are based on aw rloable stress design (ASD). u Adjustments to these values are required for wet I sustained exposure to elevated E7 Roof 7vtount is specifically designed to Incbe used tor service conditions temperaturee, use with fre retardant ureibe' or weh installation of solar panels for electric or hot water lumber whose specific gravity is less than 0.55 production on roots with se:ipes from 3 to 12 units vertical 17 units horizontal. (Southern Pinen Allowable values based on fastener strength may be actusted for duration of loading. Sec footnotes of Table I for more detailed explanation, Page 1 of 4 CIpN'InlkT,711P le,nntrialanal hnf OIi rçII op.&rrnInc h Il LiiIdOtalas1n Inn pielcannn ray 1.• .sInct.1 ,a..^0.N Ot r- ,'y I741, tr enthns,gnerlfet,c Mnch0ta, Anonatncy,-,on0ranq..,cnIern•se,MA'4. Fo. rnr11.0 n'1n• r FF4,7,4t.S4P T•Ft.WV 02.417 t Web iic4.,,,,r;.,71:31,61j•f.09,Cam Ph44,10":,ts,1110•OntiAn CnIftn-.0 9,/9,-791E,---1 IOA IMMO EVALUATION REPORT uNi Report Number: 0248 ...• .:1•"' Originally Issued; 0912012 Valid Through: 0812013 ,r• 4.2 Installation Rain test data and thickness of aluminum hashing submitted is in conformance with Acceptance Criteria EZ. Roof Mount must be installed using the 5(16 inch for Roof Hashing for Pipe Per°nations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters locution as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section • instructiors. Lag screw must penetrate into the roof 25, rafter a minimum of 2 VI inches. Prior to installation, the roof rafter shall be bored with the required lead and rest resets arc from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025 of the ;eg screw as required in Section 11.1.3 of the NOS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and ';'• not drivine bye hammer ' A die-stamp label in the flashieg 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 FS Marks of Corformity, and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). i • • nstallatior is outside the scope of this report Flashing should be installed full under the shingle up to the raised portion of the flashing to prevent water ingress under the shingle, No portion of the flashing should be bent upward; the flashing must rest fury ES against the roof shingles. Otherwise the water and wind rM 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 wall . this report, manufacturer's installation instructions and the codes listed in Section 1,1 5.2 Calculations to verify the imposed loads on the EL Roof Mount assembly do not exceed the allowable ioads 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 avaivation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 __._._-------------------'..,------ EVALUATION REPORT ( Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 .I ..!, ,2 ,:- TAIILL 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT filis.)""'5 - , Ultimate Load Test Load at Test Load at Calculated Load DirectionAllowable lf est Value 0.250 inch 0.125 inch Fastener/Metal . (sec figure below) Demo' Load 0 de F.S.-,3. flection deflection Strength ,-' Uplift(Withdi•awal) 715 1,800 695 340 3,10 1.atern1 260 240 130 153i 1-0 .3, .,. Notes Allowable load vidues are based on the least u. 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 wcod with a specific gravity of 0,55(Southern Pine)or allowable stress of the aluminum 1,4not connector. ,--! 2, Allowable load values are based on lumber with ail of thc follow*characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%fur an extended period of time such as in most covered structures. •, b. Located where it does not experience sustained exposure to elevated tenmeratutes that exceed 100 F. • For any other conditions,allowable table values shall be multiplied by the related adjustment factor(q)(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 Vi inches into the roof rafter by one 5/16 inch x 4 inch lung stainless steel lag screw, • 5. Allowable values may not be increased for load duration in accordance with Section 103.2 of the NDS-05. 5 Uplift Lateral ....„,. ,..,.... .k•.,..,„ ••r-',- ^0.4 1.,.... 4, ' ',,,,,,,!,;•744. ,,'",* c mkei,-,Y• Page 3 of 4 mimo EVALUATION REPORT ,t Report Number 0248 Originally Issued: 09/2012 Valid Through: 09/2013 .".1 TABLE 2:MATERIAL FROPERTIES, P C othponent _TrAuterial l Shoe I A lutninu In Rlloy ANSI/AA AlS0.0 Waterproof sh Waer EPDM with dutnne tter rang ollf 60 g ._ .8f00173174 304 stainless slcFIASTNIZi24P 1 , i- -,- , , I Aluminum al loy 6063-T6 As-rm B27 I -, Hex Cap I Aluminum alloy ANSVAA A380,0 Clashing Aluminum alio- 1060 ASThl B209 i ,1 l' EZ ROOF MOUNT COMPONENTS ' . ..i, - .. , :2. 1") o•Z--17:7:-.;r4, - , ,.' , '1 'k. 7 ' - ; "",•:-.16*.tr4a;.:4%'`''- -;141,i-6.7',- F igu re :Shoe Assembly Figure 4:Ilex Cap ,1 ' . • ,. zu'i 41. z:z".;',., , /-.: / le Figure 2; Lag Bolt Figure 5: Flashing ,i 7 i:Weit.,.t:t l:i g u eel:L-foot Page 4 cf 4 EVALUATION REPORT Report Number: 0248 - Originally Issued: 0912012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(Ihs.)I"" Ultimate Load Test Load at 'fest Load alc t Calculated Load Direction Allowable Test Value 8.250 Inch 0.125 inch Fastener/Metal ; (see figure below) Ilfesign Load F.S. 3.0 deflection deflection Strength Uplift(Withdrawal) 715 1.800 695 340 1,10 1.atei al 260 210 130 153 _ 130 Notes I Allowable load values fire based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated bastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum 1.-feot connector. 2. Allowable load values arc based on lumber with all of the following characteristics: n. Located in dry service conditions where the moisture content does not exceed 19%for an extended period c,f time such as in must 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 zdjustmcnt 1actort"0(C-i; and/or C,)in aecoalarice with the National Design Specification for Weed 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 o(2'4 inches into the roof rafter by one 5/16 inch x 1 inch long stainless steel lag screw. 5. 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Q) 1.... 14.... • 14.0.* ......... 0 • ••••••• (.3 (V * (13 • 1 ....... = LGNeON 2 Black LG305N1K-G4 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 305 W Cell Vendor LG MPP Voltage(Vmpp) 32 9 Cell Type Monocrystalltne/N-type MPP Current(Impp) 9 28 Cell Dimensions 156 75 x 156 75 mm/6 inches Open Circuit Voltage(Voc) 401 x of Busbar 12(Multi Wire 8usbar)et Short Circuit Current(Isc) 9.74 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 18 6 64.57 x 39.37 x 1.57 inch Operating Temperature(SC) -40-+90 Front Load 6000 Pa/125 psf 0 Maximum System Voltage(V) 1000(IEC/UL) Rear Load 5400 Pa/113 psf 4 Maximum Series Fuse Rating(A) 20 Weight 17 0±0 5 kg/37.48±1.1!I-is Power Tolerance(%) 0-,3 Connector Type MC4,MC4 Compatible,1867 '5th(Standard testcond,ton)Irrad,ense 1000 Wm',Moth.Temper t 5 m AM 1 5 TiThe rttetreptItep t A etearteeri andd t dt t_El0t t I,.�ertie AldaLeclned,retme Junction Box IP67 with 3 Bypass Diodes The topal.ha to femodule efh,606 I+t20,W/111 10 lat,1,Is 1000 5000,.-1 h". Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Module Type 305 W Certifications and Warranty Maximum Power(Pmax) 225 Certifications IEC 61215,EC 61730-1/-2 MPP Voltage(Vmpp) 30 4 IEC 62716(Ammonia Test) MPP Current(Impp) 7 39 IBC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37.3 150 9001 Short Circuit Current(1st) 7 84 UL 1703 .NOCT(No nal Operatieg Cet Tempe,moret Marilee,800\film emblem temper et ure20"C,oJed.peedlr/- Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 years Output Warranty of Pmax Linear warranty* 40 F I)1,t rear YLt%et After 2nd year 0 6%p an,ual degradation.3)83.6%foe 25 years 1 )I q ','1 Temperature Characteristics l It II ` I NOCT 45±3°C ;I_1Ol ) -�__ I Pmpp 038%/°C „"� Voc -0.28%/°C Isc 0.03%/°C Characteristic Curves r III 100oes heel rT { _,._ aen ROM C1-1 Ola I Fool .__. 6mw ..-re x, . �F I 400W400 I - �� 200W \ ett 'e 110 ,ana ,toe zeno ,eoe u� ap 11c iil9 . ,;e „x,1 . I 60 I sr ill IV(.f�� 00 I Nr r r 1 II IY re t _+ II I 4.1 ,5 0 zs ..o >s w .the detance between the sante-of the mounting/groundmy holes <i2_. LG North Noel ca Solar Kus nays leant Product sperlScaUo s ofe subject to change°wt6001 notice. �� 16 Electron es 115.A.Inc DSN2ECl K-GF-EN 60 327 Life's Good 000 Sylvan Ave,Englewood Chffs,NI 07632 Copyntght©2016 LC Deal,orycs All tights reserved. Innovation fora Better Lfe Contact la sola,(_u)Ige_coal 01/81/2016 r" wwwlysolarusa(cam • r ikr441• ..:4a........ ...