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Home My WebLink About11 Studley Rd - building permit solar wolfONE & TWO FAMILY ONLY- BIIILDING PERIIIT Town of Y&rmoutb Buildi[g Dopcrtmetrt I 146 Routc 28, South Yarmouth, MA 026644492 508-398-2231 ext. 126l Fax 508-3984836 Massachus€tts Statc Building Code, 780 CMR Building Permit Applbatio To Consh'.tct, Rcpab, Renovde 6 Denolish a One- or Two-Fanily Dwelling RECEIVED 20?? NGD RTMENT This Secton For OfEcial Use Ooly Buildiry Permit Numbor:Datc Applied:g Buitdhg Officirl (Prirl Nanc)Signatur.DEtc SECTION 1: SITE INFORiVfATION l.l Property Addrcss: 11 Studley Road,Yarmouth, MA 02664 Lla h tLis 8n acccpted street? ycs_ no_ 1.2 Assessors Map & Parcel Nuubers Map Numbcr Parccl Numbcr l3 Zoniog Inforoation Zo ot Distdc't Propos.d Usc 1.4 PropertyDimcnsions: Lot tuca (sq ft)FroDtagc EI 1.5 Building S€tback (ft) Sidc Yards Rear 25 Rcquircd Provided Requircd Providcd R.quircd BUTLDIN 1.6 Water Supply: (M.Gt c.40, { 5a) Public tl Pdvltc O I.? Flood Zole Informaaior: Z,one: _ Outsid. Flood Zonc? Chcck ifycstr 1.8 Sewrge Diiposa MlDicipal tr On sitc disposal sygetu o SECTION 2r PROPERTY OWNXRS(IP' 2.1 Ownerr ofRecord Zsolt Kemecsei Nanc Pnnt) 1 1 Studley Road. Yarmouth, MA 02664 City, Statc, ZIP zsolt.kemecseilOomail.com No. and Sts.€{E$ail Addr.ss SECTION 3: DESCRIPTIoN OF PROPOSED WO. RK! (chcck all rhat applv) New Consfuction tr Existing Building tr Owner-Occupied tr lBrpairsG) tr AltentioflG) B Addition tr Demolition tr Accessory Bldg. tr Work'?: INSTALLATION OF SOLAR PANELS TO TOTALA KW t<oot- I oP s 5Y5I tsM VVI I H A SMAK I ME I ET{ UUUKT I SECTION 4: ESTIMATID CONSTRUCTION COSTS Item Estimated Costs: 0rbor and Materials)Only l. Building L Building Permit Fcc: tr Staldard CityrtTown s bdicatc how fcc is detcnoincd: Fec tr Total Projcct Cmf (Iten Q x muttiplicr _x _2. Orher Fces: S_ List lbtal A[ Fees: $ CheckNo. Che*ADorEt Calh tr Paid in FUU E Orrsbodiog Balalce Due: 2. Etcstrical $ 13865.60 3. Ptumbing $ 4. Mcchanic8l (EVAC)$ 5. M6hanical (Firc Suppr6sio!)$ 6. Total Projcct Cost $ 34664 RTirI i'l B I I II 022Flonr Yad Plovidcd Tclcphonc Number of Units Other tr Spcriff: cnrar Brief Descriptioo of Proposed $ 20798.40 Sf,CTION 5: CONSTRUCTION SERYICES Llcrase Nu cr Lht CSL Typc (s.. bolow) Erpir$lon D.tc u 491 19-2024cs-08 Type Drsc.iplion U ro 3J cu. ft.U R Rcstrictcd l&2 Farnii M RC Covcr WS Window atrd Sidi SF Solid Full BumiDg I Insulation 5.1 ConstructioD Supcrvisor License (CSL) Ted Strzelecki Emril addr.ss 508-538-9445 operation s@solarwolfenergy.com Namc ofCSL Holdcr 582 Wauwinet Road CiV/Tow!, Staq ZIP No. aid Strcca Barre, MA 01005 D Dcmolitioo 5.2 Re$stered Eomr ImproycDrelt Contrsctor (HIC) Solar Wolf Energy 508-538-9445 TclccZD HIC Comp.n, 77'1 Washi NaIoc or HIC Rcrtkant NanE noton Street - A 0'l 501 No. ard Strcet 186400 HIC Rcgistlrtion Numbcr Exptation Date solarwolfenerqy.com 11-R-2 022 tions@ SECTION 6: WoRKERS' COMPENSATION INSURANCE AIFIDAVIT CM.G.L. c. 1s2. O 25C(O) orkers Insurfice vitaffida ustm be IetedCompeusation aud with tbis on,atFlurecompapplicati oris affidavi \yill IIrcsult deuialtire ssuance fo bthe Idull!g Sigrcd AffidaYit Afiached? Yes E No........... tr OIUZATION TO BE COIVIPLETED WITXNSECTION 7s: O\yNER AUTE FOR BTIILDING PERIVIITOWNER'S AGENT OR COMRACTOR A?PLIES !o act on Ey b€haq in all matrers relative to \ro* authorized by this building pcrmit applicsiio!. Data I, as Owtrer oftlrc subjcct propcrt , hereby authorize SECTION ?b: OWNERT By cnrering uy oaoe below, I hercby attest under the pains and pcuatties of pcdury that au of the informationco ahed h this applicatioD is tue and accurate to the best of By krorvledge and udostaadhg. Print Owner's or Ag€ot's Namc (Elcctonic Signaturcj Date /ed 3-17 -22 NOTDS: gisiered it-ation iaformalion An Orvaer owho abtains doto hisftrerbuiidingpermrt owtcran htesrvhowork,AD contractoruffegistered re them omeH(not CortractorImproveme[t will accqss thet0 ar3Prograar),Itot 0r utrdernrtrdprcgram GM c.L,guaranty thero tbeon I]ICinportant ecanb atfoundProgram onIdormati theODwuw.mas.gov/oca SCotrstructioI LiceDse be atfouadupervlsor wwrv.rnass. eov/dpg below: laces system 2. rtrhc[ subshtial work is plaued,provide thc information Total 0oor arca (sq. ft.)(including garagc, fnished basemeDuatrics. decks or porch)Gmss tiving area (sq. ft.Habitable room coultNumber offircp Number of batbroonx Typ€ ofheatiry system Number of deckg porchesType ofcooting EDclosed 'Totat Project Square Footagc,' may be substituted for ,,Total3 Project Cosf' Emailaddrlss subl!itted to provide of the permit. Please see attached owner auth Priol Owncr's Nama (El.ctronic Siglatue) OR AUTEORJZED AGENT DECLA-RATION I or haveGnc) t42A. caI,: Opcn Number of be&ooms Number ofhalflbaths 'llbrkcrs' Compen The Commonwealth of Massachusctts Deparlmcnt of Industrtat AccidentsI Congress gtrcet, Suite 100 Boston, MA 02il4-2012 h,ww,mass,gov/dia sstion Insurence Affi d0vit: BuildGrycontr!ctoryElectrlcirnyp lumbers.TO BE FILED WITH TgE PERMTTTTNG AT.TTSORITY. Name (BusincryoI8r!tz0tion/tndividus.l): Address: CitylStateZip:Phone #: lAnv +plhrnr dEt dErts bq ; I must elso fi or.rt lhc s.clion b€low dEwing thci,,r,wl<of conpnsadon policy inform&tio[ttomlowrEs wtD $brul rhis afridavi indicating hcy uc doing lll work and thcn hin outsilc coii[&loas ml,st r.6rnit ! ncw !.ftidlvi! indicating sLEhtconr,.rcto6 dl.r c.hcct rlds bo(mtrn rarchcd an addidonal shccr showins thc nam. of l.! I rm r ctDploylr wirh cmployrcs (tu endo. prn-tim.),. t! l3-::liry11n"tc or pa&.{sl p .nd hava no cmptoyrcs \rcrking for orc inlrly C.p.cty. [No vro.l(rrs'comp. insuEncc raquircd.] 3.! I rrn r lrcnco*ncr doing .ll v,orl mysclf. [No workErs, cornp. insur&cc rcquirld,] r 4.D I .rn . horlco,rtE' ad will b. hiriB cootracrors to condlct rll wo.k oa my poprrty. I wllldr$racthrt.ll.onrrctorscidrrhev2worta6.comprrauio"i*r.ai*"i'r:..J.-,'- FoFirqs with ao !fidoy.cg. S,! t m a:arcrU cont-roor lrd I hsve hircd thc sub.coorrcloB listcd on thc {tshad shc{Th.sc rub-coErlators b.v. cmployr.s .nd have work"", "orf i*r.n""f- * _'-_ 6.! Wc rrc r caporrtion &d its oftic.f! hrvc cxcrcEed thcir right of excmption gar MGL c.t52, ! t(a). utd rrt tiwc m.rnployccs. [No wo*.rs, "o.pi;n*,.r*" liuffi' '-- - Art you ir amployrr? Chccl( th! rpproprlitc bor Type of project (r.quirrd): ?. ! New consrruction 8. ! Rernodcling 9. ! Demolition l0 ! Building addhion I l.E Electrical repairs or additioru 12. I Plumbing repairs or additions 13.IRoofrepain l4.n Other lfrh:rub-conEactoF hsva cmployccs,thcy rnust pmvidc ttcir wfik6!'$. $b-.ont&torr qd ltatr wictlar o, not thosc cntitiis havc I dm an enplolet tlraf b prcviding workers' it{ormalion-compensatio irtsuronce fot my emp!4,ees- BeW is the potic! and job sile Insurancc C.ompany Name; Policy # or Sclf-ins. Lic. #:Expiration Date: I do hereby catily uttder tlrc pains and penalttes ofperjury that the h{omurio pruvided above is ltue and corr.ct_ Job She Addrcss: Att .h n .py of ;;;; "r**;rur. o*.1.Failurc to sccurc.coverage as required. under MGL c. I52, $25A is a criminal violation punishable by a fine up to s1,500.00and'/or one-ycar impdsonmcnt, as well as civilpenaltier ii ir," ro.r, oiiiiop woRK bRDER an;a nni o-t'up'to $zso.oo aday against the violator' A copy of this statement may be fomarded to the officc of (nvestigations ofttrl DIAT., ,oru..n".covcrage vcrificaiion. Do nol wrtu in this arca, to be cohP eted $r city or town oflicia: l' Board ofHellth 2' Building Deparhrent 3. city/Town clerk 4. Electrical lupcctor 5. ptumbing Inspector6. Other Olfuial usc ottllt. City or Town: Cont ct Pcrsotr: Issuing Authority (circle ore): -PermiVLicense# phonc#: JOB LOCAIION: TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yannouth, MA 02654 S08-398-223t ext. 1261 HOMEOWNER LICENSE EXEMPTION 'l 1 Studley Road, Yarmouth, MA 02664 NAME STREET ADDRESS SECTIONOFTOWN "HOMEOWNER''7<t Kemecse NAtvIB PRESET.I'T MAILING ADDRESS 11 Studley Road, Yarmouth, MA 02664 HOMEPHONE WORKPHONE CTTYORTOWN STATE ZIPCODE The current exemption for 'Homeowner' was extended to include owner - occupied dwellinqs of one or two units aod to allow such homeowners to engage an individual for hire who does not possess a license, provided that such homeowner shall act as supervisor, (State Building Code Section 110R5.I.3.1) Defi nition of Homeowner: Person(s) who owns a parcel of Iand on which he / she resides or intends to rcside, on which thqe is or is intended to be, a one or two family attached or detached sEucture assessory to such use and / or farm struchrrcs. 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 offrcial, that he / she shall be resoonsible for aII work the (Section 110 R5.1.3.1) The undersigned 'homeowngr' assumes responsibility for compliance with the SBte Buildiag Code and other applicable codes, by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she undemtands the Town of Yarmouth Buildiog Depanment minimum inspection procedures and requirements and that he / she wilt comply with said procedures and requrremenB. HOMEOWNER''S SIGNATURE APPROVAL OF BUILDING OFFICI.AL INSURANCE COYERAGE: I have a cunent liability insurance policy or its substantial equivalent, which meets the requiremeots of MGLCh.142. x Yes No If you have checked ves. please indicate the qpe coverage by checking the appropriare box. A liability iosurance policy x Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the liconses does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Owner Agent PI.EASE PRI\T: DATE: -/a/ Sd,j&z/) Sienatrre of O*6er or Owner's Agent h:hoiEaowndic.€rcaDp $TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223 ext. 1261 Fax 508-398-0836 Office of the Builtling Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPO SAL AFFII) Pursuant to M.G.L. Ch. 40, $54 and 780 CMR - Section 105'3'l' #4' I hereby certifi that the debris resulting from the proposed work/demolition to be conducted at 'l I Studley Road, Yarmouth, MA 02664 WorkAddress Is to be disposed of oat the following location:771 Washington Street, Auburn, MA 01 501 Said disposal site shall be a licensed solid waste facility as defined by M'G'L' ch. ll1, $l5oA. -tn/ Signature of lication Date PermitNo. AYIT 3-'17 -22 !rtI\!I EV ENGINEERS projects@evengineersnet.com http://www,evengineersnet.com 276-220-0064 03/24/2022 RE: Strudural Certification for lnstallation of Residential Solar ZSOLT KEMECSEI:11 STUDLEY RD, SOUTH YARMOUTH, MA 02654 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Asphalt Shingle roofing over roof plywood supported by 2X5 Rafters at 20 inches. The slope of the roof was approximated to be 20, 30 and 31 degrees. After review of the field observation data and based on our structural capacity calculation, the existing roof framing has been determlned to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from 5EOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Desigr Criteria Code Risk category Roof Dead Load PV Dead Load Roof Live Load Ground Snow 201s rRc (AscE 7-10)-cMR 780 9th Ed IDr 10 psf DPV 3 psf Lr 20 psf S 30 psf (component and Cladding) V 142 mph Exposure B Wind Load STRUC ONL Sincerely, I VINCENT MWUMVANEZA clvtt 1/r Attn: To Whom lt May Concern lf you have any questions on the above, please do not hesitate to call. Vincent Mwumvaneza, P.E. EV Engineering, l-LC Droiects@evenEineersnet.com htto://www.evensineersnet.com - II!I EV ENGINEERS projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Structural Letter for PV lnstallation 03/2412022 Job Address: Il STUDI,EY RD SOUTH YARMOUTH, MA 02664 Job Name: ZSOTT KEMECSEI Job Number: Z2O324ZK scope of work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet Cover Attachment checks snow and Roof Framing che€k Seismic check and scope of work Engineering Calculations Summary L 2 3 4 code Risk catesory Roof Dead Load PV Dead Load Roof Live Load Ground Snow Wind Load 201s rRc (AscE 7-10)-cMR 780 9th Ed Dr 10 psf DPV 3 psf Lr 20 psf s 30 psf (component and cladding) V 142 mph Exposure B References NDS for Wood Construction Sincerely, Vincent Mwumvaneza, P.E. EV Engineering, LLC proiects@evengineersnet.com http ://www.evengineersnet.com STRU ONL VINCENT MWU MVANEZA clvlL 0l U7 -B Ii!I EV ENGINEERS projects@evengineersnet.com http://www.evengineersnet,com 276-220 0064 Wind Load Cont. Risk Category = Wind Speed (3s gust), V = Roughness = ExPosure = Topographic Factor, KzT = Pitch = Adiustment Factor, I = a= lt ASCE 7-10 Table 1.5-1 ASCE 7-10 Figure 25.5-14 ASCE 7-10 Sec 25.7.2 ASCE 7-lO Sec 26.7.3 A5CE 7-10 Sec 26.8.2 142 mph B B 1.00 20.0 Degrees ASCE 7-10 Figure 30.5-1 3.40 ft ASCE 7-10 Figure 30.5-1 Where a: 10% of least horizontal dlmension or 0-4h, whichever is smaller, but not less than 4% ol least ho.irontal dimeniion or 3ft (0.9m) Upllft l0.6wt Pnet3G Pnet = 0.6 r I x KZT x Pnet3o)= OowtpresauE l0.5wl Pnet30= Pnet = 0,6r lr KzT x Pnet3o)= connection Check Attachement max. sPacing= zone 1 lpsf) -?/).2 18.10 Zone 1(ps0 16.2 9.70 zone 3 (pro {7.0 4.L9 Zone 3 (psf) 16.2 9.70 zone 2 (pso -42.5 25.50 zone 2 (psf) 16,2 9.70 figure 30.5-1 Equation 30.5-1 Table 12.2A - NDS DFL AssumedLag Screw Penetration Prying coefficient Allowable Capacity= 4ft 266 lbs/in 2.5 in L.4 760 0.6Dr0.6W DpY+O.6W zon€ Tdb Wldth Area (ftl Uplft llbsl Down (lbtl t 4 11.0 179.3 L39.7 2 4 11.0 260.7 139.7 3 3 8.3 316.8 101.8 Max= 315.8 < 760 CO lrlEcTlolrl E Of 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 7/7 Rafter Attachments: 0,5D+O.6W [CD=1.6] Figure 30.5-1 Equation 30.5'1 5/16" Lag screw WithdrawalValue= : - !I EV ENGINEERS projects@evengineersnet.com http://www.even gineersnet.com 27 6-220-0064 Pg= 30 psf ASCE 7-10, Section 7.2 Ce= 0.9 ASCE 7-10, Table 7-2 q = 1.1 AscE 7-10, Table 7-3 l. = 1.0 ASCE 7-10, Table 1.5-1 Max Length, L = 8.0 ft Trlbutary Width, Wr = 20 in Dr = l0 psf 16.67 plf PvDL = 3 psf 5 plf Pr = 21 Psf prrnr.. = 25.0 psf P' = 25 Psf Cs 0.833 34.1 pll Ps+ Ppvcos(0)+PDr= Ma*= Mallowable = Sx x Fb' (wind)= conservatively 423 lb-ft OK 399 lb-ft OK Max Shear, V,=wV2+Pv Point Load = 238 lbs Member Capacity 2X6 Design Value cL cf ci c,KF 0 Adjusted Value 1000 psi 1.0 1.3 1.0 1.15 2.54 0.8 1495 psi 180 psi N/A 1.0 N/A 2.88 0.75 0.8 180 psi E=1700000 psi N/A 1.0 N/A N/A 1700000 psi 620000 psi N/A 1.0 7.76 0.85 N/A 620000 psi DF-L No.1 Depth, d = width, b = Cross-Sectonal Area, A = Moment of lnertia, lo = Section Modulus, So = Allowable Moment, M"1= Fo'$o = Allowable shear, v"r 213F,'A = 5.5 in 1.5 in 8.25 in 20.7959 in 7.5525 in 2 3 DCR=M,/M"rr = oCR=V,,/Var = Satlsfactory Satlsfactory 942.2 lb-ft 990.0 lb 0.35 < 1 o.24 < I 7/7 Roof Framing Rafters Load Case: DL+0.6w Pnet+ PF/cos(0)+PDL= 37.8 plf Max Moment, M, = 269 lb-ft Pv max Shear 139.7 lbs Max Shear, V,=vLi/l+Pv Point Load = 226 lbs toad case; DL+0.75(0,6W+Sll 0.75(Pnet+Ps)+Pevcos(e)+PDr= 60plf Mco*n= 423 lb-ft Load Case; oL+S s6 plf 399 lb-ft 1083 lb-ft I 0.85 !- - II EV ENGINEERS 276-220-0064 Siesmic l-oads Check Roof Dead Load 10 psf % or Roof with Pv Dpv and Racking Averarage Total Dead Load lncrease in Dead Load 28% 3 psf 10.8 psf 3.4% OK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -ZSOIT KEMECSEI. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 7/7 projects@evengineersnet.com http://www.evengineersnet.com -t I\ - EV ENGINEERS projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 03/24/2022 RE: Structural Certmcation for lnstallation of Residential Solar ZSOTT KEMECSEI:U STUDLEY RD, SOUTH YARMOUTH, MA 02654 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the Pv system to existing roof framing. From the field observation report, the roof is made of Asphalt Shingle roofing over roof plywood supported by 2x6 Rafters at 20 inches. The slope of the roof was approximated to be 20, 30 and 31 degrees. After review of the field observation data and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approvalfrom SEoR is mandatory before proceeding with install. capacity calculations were done in accordance with applicable building codes. Design Criteria Wind Load lf you have any questions on the above, please do not hesitate to call STRUCT ONL Sincerely, (component and Cladding) V 142 mph Exposure B VINCENT MWUMVANEZActvtt 7/7 Attn: To Whom lt May Concern Code 2015 IRC (ASCE 7-10)-CMR 780 gth Ed Risk catesorv ll Bgglqgad]4ad Dr 10 psf PV Dead l-oad DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Vincent Mwumvaneza, P.E. EV Engineering, LLC Droiects@evengineersnet.com http://www.evengineersnet.com lliII I. EV ENGINEERS projects@evengineersnet.com http://www.even gi neersnet.com 276-220-0064 Structural Letter for PV lnstallation 03/24/2022 Job Address: 11 STUDTEY RD SOUTH YARMOUTH, MA 02664 Job Name: zSOtT KEMECSEI Job Number: 22O3242K scope of Work This Letter is for the existing roof framing which supports the new PV modules as \rrell as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications, Table of Content Cover Attachment checks snow and Roof Framing Check seismic check and Scope of work EnEineering Calculations Summary 1 2 3 4 Code Risk categorv 2015 rRC (ASCE 7-10)-CMR 780 9th Ed Dr 10 psf DPV 3 psf Lr 20 psf S 30 psf (component and Cladding) V 142 mph Exposure B Roof Dead Load PV Dead Load Roof Live Load Ground Snow wind Load References NDS for Wood Construction s ot{L sincerely,VINCENT MWU MVAN EZAclvll u7 sheet Vincent Mwumvaneza, P,E, EV Engineering, LLC Droiects@evengineersnet.com htto://www.evensineersnet.com II !-EV - ENGINEERS projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 wind Load cont. Risk Category =ASCE 7-10 Table 1.5-1 Wind Speed (3s gust), V =ASCE 7-10 Figure 26.5-1A Roughness =ASCE 7-10 Sec 25.7.2 Exposure =B ASCE 7-10 sec 26-7.3 Topographic Factor, Kzr =ASCE 7-10 Sec 25.8.2 Pitch = Adjustment Factor, L =ASCE 7-10 Figure 30.5-1 3.40 ft ASCE 7-10 Figure 30.5-1 Where a:1016 ot least horizontal dimension or 0.4h, whichever i5 smaller, but hot lessthan 4% of least horizontal dimension or 3ft (0.9m) Uoltft l0,5wl zone 1(ps0 zone 2 (psf) zohe 3 (p50 Pnet3o= -30.2 -42.5 -67.0 Figure 30.5-1 Pnet = 0.6 xlx lcT x PneElO)= 18.10 25.50 40.19 Equation 30.5-1 Dowto.essuE l0.6wl zone 1(ps0 zone 2 (ps0 zone 3 (pso Pnet3o= 16.2 16,2 16.2 FiSure 30.5-1 Pnet = 0.6 x lx IUT r Pnet3o)= 9.7O 9.70 9,70 Equation 30.5-1 Rafter Attachm€nts: 0.6D+O.6w {CD=1.6} connection check Attachement max. spacing= Lag Screw Penetration Prying Coefficient Allowable CaPacitY= 4ft 256 lbs/in 2.5 in L.4 760 Table 12.2A - NDS OFL Assumed 717 1.OO 20.0 Degrees 14r.rph B 0,6D{O.6W Dpy().5W zone Tdb width Area (ft1 Upllft (lbs) Down (lbs) ! 4 11.0 L79.3 139.7 2 4 11.0 260.7 139.7 3 3 8.3 316.8 104.8 Max= 315.8 < 760 ool{ EcnoN 6 0r 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or oth€r material does not count. 5/16" Lag Screw WithdrawalValue= !I!I II EV ENGINEERS projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Vertical Load Resisti Roof FraminS Load Case: DL+0.6w Pnet+PAFos(e)+PoL= 37.8 Max Moment Mo = Pv max Shear Max Shear, V,=wU2+Pv Point Load = load Case: DL+o,75(0.6w+S]l 0.75(Pnet+Ps)+ Pevcos(0)+Por= 60 Ma*n= 423 Mallowable = Sx x Fb' (wind)= l5o7 Design Pg= 30 psf ASCE 7-10, Section 7.2 Ce= 0.9 AscE 7-10 , Table 7-2 q = 1.1 ASCE 7-10 ,Iable 7-3 l, = 1.0 ASCE 7-10 , Table 1.5-1 Max Lentth, L = 8.0 ft Tributary Width, Wr = 20 in Dr = l0 psf 76.67 plf PvDL = 3 psf 5 plf Pr = 21 Psf prmn. = 25.0 psf P' = 25 Psf Cs 0-833 34.7 plf plf 269 tb-ft 139.7 lbs 226 lbs plf tb-ft Conservatively 423 tb-ft Or ps+ pe,cos(0)+PDL= Mao*= Mallowable = Sx x Fb' (wind)=399 lb-ft OK 56 plf 399 lb-ft 1083 lb-ft Max shear, Vu=wU2+Pv Point Load = 238 lbs Member Capacity DF-L No.1 2X6 oesign Value CL cF ci c,Kr 0 T Ad.iusted Value F6 1000 psi 1.0 1.3 1.0 1.15 1.54 0.8s 0.8 1495 psi Fv 180 psi N/A N/A 1.0 2.88 0.75 0.8 180 psi E=1700000 psi N/A 1.0 N/A N/A 1700000 psi 620000 psi N/A 1.0 7.76 0.85 620000 psi Depth, d = width, b = Cross-Sectonal Area, A = Moment of lnertia, ls = Section Modulus, Su = Allowable Moment, M"1= Fr'S* = Allowable Shear, V"u= 213F,'A = 5.5 in 1.5 in 8.25 in2 20.7969 in' 7.5625 in3 DCR=M./M"rr = DCR=V,,./Var = Satlsfactory Satisfactory 942.2 lb-ft 990.0 lb 0.35 < 1 o.24 < 7 UL Load Case: DL+s Rafters N/A !ItI !- EV ENGINEERS projects@evengineersnet.com http://www.evengineersnet.com 27 6-220-0064 Siesmic Loads Check Roof Dead Load 10 psf % or Roof with Pv Dpv and Racking Averarage Total Dead Load lncrease in Dead Load 28% 3 psf 10.8 psf 3.4% oK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -zsoLT KEMECSEI. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 717 Llmits of scope of work and Liabilitv The Commonwealth of Massachusetts Department of Industrial Accidents Ofrice of I nve st igat io ns Latayette City Center 2 Avenue de Lafayette, Boston, MA 02111-1750 www.mass.gou/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicrnt Information Please Print Lesibly Name (Business/Organizatior/lndi vidual): Solar Wolf Enerqy Address: 771 Washinqton St ,4L^ .it*.-\ Aubu Ma 01501 Phone #: *Any applicant that checks box # I must also fill out the section bclow showing lheir uorkcrs' compensation policy information.t Homcowners who submit this allidavit indicating they are doing all work and then hire outside contractors must submit a new aflidavit indicating such. fContractors lhat check this box must attached an additional shect showing thc name ofthe sub-contactors and slate whether or not tlpse entities have cmployees. lf the sub+onraaors have employees, thcy must provide their workers' comp. policy numbcr. Type of project (required): 6. I New construction 7. I Remodeling 8. f] Demolition 9. n Building addition l0.f] Electrical repairs or additions I l.fl Plumbing repairs or additions l2.flRoof repairs t :.XI otherSolAt_lnslAllallo!_ Are you an employer? Check the appropriate box: t.X tamaemployerwith 6 4. n Iamageneralcontractorandl _ employeei lfutt anAlor part-tin e;.* have hired the sub-contractors Z. I f am asole proprietor or partner- listed on the attached sheet. ship and nave no employies These sub-contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance - comp' insurance'l requirett.l 5' f] Wt are a corporation and its :. E r am a homeowner doing all work oflicers have exercised their myself. [No workers' comp. right of exemption per MGL insurance required.] t c' 152, $l(4), and we have no employees. [No workers' lnsuftInce I am on employer lhot is providing workers' compensatlon insurance lor my employees. Below is lhe pollcy ond job site information. Insurance Company Name: Leib lnsurance Policy # or Self-ins. Lic. #: WC2-3 1 5-61 4936-020 Expiration Date: 081 10 12022 Job Site riw City/State/Zip'\Anrotn, t\ o 02 bb'7 Attach I copy of the workers' compensation policy declarrtion page (showing the policy number and expiration date). Failure to s€cure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $ I ,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 be fonrarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do hereby certify under the poins af perjury thsl lhe inlormation provided qbove is lrue ond correct. Phone #: Oflicial use only. Do not write in this areo, to be completed by city or town olliciat lnspector 6.ElOther Contact Person:Phone Issuins Authoritv (check lflno'ara orgealil zE one): ClerksfhityrrownBuilding Department 4.flEhctricel Inspector Sfltumbing PermiUlicense #City or Town: 10 /l 2021 IHIS CERTIFICATE IS ISSUED AS A 'IiATTER OF INFORMATION ONLY AND CERNFGATE DOES NOT AFFIR ATTVELY OR NEGATIVELY AI{ENO, EXTEND BETWEEN THE tgSUtNC TNSURER(S),.IUTHORIZEOBELOIY. THIS CERNFEAIE OF INSURANCE DOES NOT CONSNTUTE A REPRESEMATIVE OR PRODT'CER, ANO THE CERNF|CATE HOLDER. R. rHlsNO RIGHTS UPON THE CERIIFICATE POLTCTESALTER THE COVERAGE AFFOROEO BY. to ltlc l nnr and condltloni ol lha pollcy, canrln pollclaa lnry trqulna an andoaacmant. A ltatamant on INSURED, the pollcy(mu!t ll SUBROOATION 19 WAlvEo, tubi.ct INgUREO provlrlod, trls anImPORTANT: It th. certllic.te tro thr cedlncah holdor ln llau of auchthla cs mcda doaa nol conia. rNs!'!!{S) ^IFORqx6 Cpv-Ef ^GE 508-?92-0{11 NAUTILUS I,IBBRIY MIIIUA'J rl.tHO: -i.!!iB9 ,-. . R CERTIFICATE OF LIABILITY. INSURANCE CERNFICATE NUII.IBER: Pi@I'CCFLaib laauranca 53? D.!L lv.nu. t9orc.rt.E, XA 01603 titllt ito 90r,rR lloLt. Efllor 7l1 rtsElromll Al AUBURN II COVERAGES REVISION NUMBER: EI w6xEi! coFE Larr,li Atd, EPlovEi' llagluIY A'{YPROPN|EIOR'PARIITIER'E,(ECUTIVE orFIC€R/r/ErvBEnEXCIUOEOT CERTIFICATE HOLOER rltxxEr 3f,tl ErI;[ 11a6 lol[t 28 r rEoTE POnt. n 0256{ i S}T(tIl) AI{Y OF TH€ AAOVE DCSCRAEO POI-ICIES AC CAI{CE.ED BCFORE II{E EXPNANOfl oATE THEREOf, IIOTICE wlLL 8E ITELIYEREO IX ac@f,natlc€ wTH TH€ P(XICY ?ROVEOI{S. CERTIECATE EXCLUSIONS NAMED ABOVE FOR THE POLrcY PERIOOISTED BELow HAVE B€EN tssuEo ro rHE lNsuREDTHIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE WITH RESPECT TO WHICH THISOR CO'IIDITIOiI OF ANY COT.ITRACT OR OTHER OOCUMENTINDICATED NOTffTHSTANDINGANY REOUIREMENT, TERM SUAJECT TO AII- IHE TERMS,AFFORD€D BY THE POI.ICIES OESCRAED HEREIN ISMAY B€ ISSTJED OR MAY PERTAIN, THE TNSURANCE HAVE BEEN REDUCEO BY PAIO CLAIMS.ANO CONDITIONS OF SUCH POLICIES. LIMITS SHOW{ MAY x 1, 0oo, t 100, 000 . r 5,000 oo s 1,000,00oPERSONAL A AOV INJURY r 2,000,000GENERAA6GREGATE 2,000,000 5 NNl207723 o.^M8.r.^o€ El occriR GENI A@REGATE LIMIT APRIES PER:Effi E* A i a6OOILY INJURY (f'.r F.6) EOoltY lNJlrRY (P. ..od.n0 rNREO AUTOIOBrI LAA|ITTY S(,{DIJLED 5 sEXCESS UAB occui r 1,o00,000E T. E CIi ACCIOEMI 1, 0oo. o0 0 1,000,000 E t. OISEAS€ . EA ET'PLOYE ,t. OISEASE . POIJCY UMIT oalLo/2077wc2 - 31S - 61{935- 020 i tElcr]-lroaa of oPERATpall, L@alExs, YElIcrEa (acoRD 1or. A{tdaldEl Lnst.adrdd..6r, t its lt dif m.ro h r.etlrd) ACORD 25 (201 6,(}3) All righL tt .rvrd. *i.:', N s 5 tr Th. ACORD Er..ttd logo .]! .tgLt rtd mrrl.s oiACORD . - 24t7 Massachusetts of Compl,etruow. Contractors Academy C A POH Academy Company Ted Strzelecki cs-087491 has completed the Massachusetts Contractor Classroom Renewal Course Part 1 Approval# CS-010212 Code Review_L hours Workplace Safety 0 hours Business Practice t hour Energy..ll hours Lead Safety_lhour Elective 2 hours 021L712022 Coordinator: Annie Schultz, Program Manager Coordinator Number: CD-000L02 lf you hove ony comments obout this course offering, pleose moil them to the Board ol Building Regulotions ond Stonddrds, CSL Continuing Educotion, One Ashburn Pldce-Room 7307, Boston, MA 02108 t fi a Commonwealth of Massachusett Division of Professional Licensurm Board of Building Regulations and standar C o n s t ruftibA Btfppfv i s o r d. ! cs-087 491 .f J ryP ires: AZl19/Z0Zz TED C STRZFLE 582 WAUWI BARRE MA ,) Cornmissioner 'ri*rfile T sa,i; T h{F\ -VI# K Vt*.!t*d,,# I'i: I I IIl: ..L.'I'I .' l- I I I -_l I :; A ,%7o*rorororto'Z"/"/-%dd*"4rJ"/n Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 021 18 Home lmprovement Contractor Registration Tvpe: Registration: Expiration:SOLAR WOLF ENERGY INC. 771 WASHINGTON STREET AUBURN, MA 01501 TEO STRZELECKI 771 WASHINGTON STREET AUBURN, MA 015O1 update Address and Return Card- sca r o 20M-oyr7 . r, '/.,.,,,,,,,.,,,, ,,,//, , ,/ . //,/.).,,,/r, ,,./,:. Officaof CofltUnE Aft lra e Bu3lnc$ R.guldlon HOME IMPROVEII ENT CONTRACTOR TYPE: CorDoiationR.otsirrtion Exolr.etlon186z100 111(]6/2022 SOLAR WOLF ENERGY INC, fx--ra i"L** Registration valid for individual use only bofoao the oxpiration dalc. lf found rElurn to: Offica ot Consumer Affai.s and Buslnoss Regulation 1000 Washinglon Str66t - Suit€ 710 Boston, MA 02118 Not valid without signatureU n dersecretary Corporation 186400 11tO612022