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HomeMy WebLinkAbout0449 BRAGGS LANE HH9 ��a�gs G�„e !/ �, .� `�, - . J, } Town of Barnstable Building Post This Card SaThat rt rs Ursibl'eFrom,the Street A roved-,1?IansMust beRetamed on,Joband this Card Must be Kept MRNlTC'ABS.E. # . ' Gt M Posted Until Final Inspection Has Been Made 5 . ° Where a Certificateof.Occu ane �s Re aired,"such Building shall Notbe Oceup,iedx<untilaFinal�lnspectio,nkhas been made. Permit Mod Permit No. B-19-253 Applicant Name: Richard Tupper Approvals Date Issued: 01/25/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/25/2019 Foundation: Location: 449 BRAGG'S LANE, BARNSTABLE Map/Lot 298 027 Zoning District: RF-1 Sheathing: Owner on Record: SCARAFILE, PETER D&JUDITH M y Contractor°Name: Richard S Tupper Framing: 1 Address: 449 BRAGGS LN Contractor;LItense CSk069058 2 .� BARNSTABLE, MA 02630 Est Pro ect Cost: $ 1,957.00 j Chimney: Description: install R-38 fiberglass,install R-19 cellulose inattic install Permit Fee: $85.00 Insulation: ventilation chutes,seal areas of home against air leakag'eeji-istall 4 glon weatherstripping,insulate bulkhead dooe install„ Fee Paid $85.00 R 10 Thermax 1/25/2019 �> � r. Final: rigid board along crawlspace walls Date Project Review Req: Installers certificate required to close ; Plumbing/Gas h q,h en 6a Rough Plumbing: LE"., ', � :'. �t Building Official Final Plumbing: Rough Gas: W, Final Gas: This permit shall be deemed abandoned and invalid unless the work authorrzed by this permit is commenced within six months of e'r ssuance. All work authorized by this permit shall conform to the approved application and the approved onnstruction documentsfor�which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shallbe in compliance with the local zoning bey laws and codes. This permit shall be displayed in a location clearly visible from access street or road and,shall be�maintained open tor-pub i6nspection for the entire duration of the Service: work until the completion of the same. Rough: _.. The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingand Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required-for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). 07 2019 11:37AM Tupper Construction Co. 15087785010 page 1 rInNITUPPER CONSTRUCTION CO.LLc 546A Higgins Crowell Rd,WEST YARMOUTH,MA 02673 PHONE: 508-778-0111 FAX: 508-778-5010 EMAIL:admin@blppercc.com Q O UW "I Date: Town of Barnstable Building Inspector - - 200 Main Street Hyannis, MA 02601 (508) 790-6230 fax � k0e)Re: Insulation Permit at q qq �iyu PAR Permit# -e -( Cl 2 5 3 Issued On " 2 This affidavit is to certify that all work completed for the above permit application has been inspected by a certified Building Performance Institute (BPI) inspector. All work performed meets or exceeds Federal and State requirements. Sincerely, I Richard Tupper License # CS-69058 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATI,QN Map �'q 'F Parcel Application # J 16 O �( Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address q R ra q S Village ��r�s�-��� Vu Owner e >r SCct r g� l t Address ` `� rQ t- e � f Telephone O,7 o l Permit Request n ,+ t a+\ t Y 30t' Wqf( ,ME aA.I�$, KW Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �S��� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure !9 R?02 Historic House: ❑Yes dNo On Old King's Highway: �'es ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other • Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: j t Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ e µ� U Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use "' L e� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number �qq O q Address r`� t l � License# 0 c� c�T S-6ti W' (1� A 0) Home Improvement Contractor# Email 6 icY r i s l �1� Worker's Compensation # ( 4_`66 ?9 056-b� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I FOR OFFICIAL USE ONLY ' APPLICATION # r, DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 3 FOUNDATION z FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Solar !2 > s r rr cJ Property Owner Consent Form Owner: Peter Scarafile Address: 449 Bragg's Lane Town: Barnstable State: MA Zip: 02630 Phone: 774-836-0909 I hereby give permission to Solar Rising Ile. and their representatives to pull the required permits for a solar installation on my property. 30 lG Property Owner Date 0- 3o - / 6 Solar Rising Date 1 s, Grid Tied Photovoltaic System DC Rating 4.2kW Peter Scarafile ' 449 Braggs Road Barnstable, Ma 02630 Site Details: All Work To be in Compliance with: Solar Rising shall install a 4.2 kW grid-tied 2014 National Electrical Code (NEC) Photovoltaic system.comprised of (14) LG 300 N1C-A3 2009 International Residentail Code (IRC) Modules with (14) Enphase Energy M250-60-2LL Micro- 2009 International Building Code (IBC) Inverters. The Modules will be flush mounted to the Asphalt 2012 International Fire Code (IFC) roof. MA 780 CMR 8tn Edition ASCE/ANSI 7-05 Minimum Design Loads for Buildings and other Structures. Equipment Specifications: Modules: (14) LG Solar 30ON 1 C-A3 Inverters: (14) Enphase Energy M250-60-2LL Racking: Unirac Solar Mount Attachments: EcoFasten Flashing with 4" Stainless Steel Lag Bolts Roof Specifications: ' Roof Structure ° Asphalt 2X8 Rafters 16 O/C �. Pitch: 280 Azimuth: 2350 Site Specifications: Occupancy: IIR. Design Wind Speed: 110 MPH � Mean Roof Height: 22ft , Ground Snow Load: 35 PSF � t . Solar Rising LLC Project: Peter Scarafile Solar Rising Building Permit Plans Solar 508-744-6284 449 Bragg s Road Revision: 8/30/16 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Barnstable, Ma 02630 Drawn By: Neal Holmgren I i i i I I i I -Quantity of attachments = 32 @ 48" O.C. -Maximum UniRac Rail span = 48"O.C. -Maximum Allowable Cantilever = 16" -Racking and Attachment- UniRac Solar Mount with -lag screw, Hex Head, 18-8 SS 5/16" x 4" Length -Array Installed According to the UniRac Solar Mount Code-Compliant Installation Manual. i I I - Solar Rising LLC Project: Peter Scarafile Solar Rising Building Permit Plan Solar 508-744-6284 Revision: 8/30/16 449 Bra s Road None 759 Falmouth Rd Unit 8 99 Scale: 2 i s i g Mashpee, Ma 02649 Barnstable, Ma 02630 Drawn By: Neal Holmgren fIl i Species Spruce Pine-Fir j Size 2xa. L Grade12 , Member Tspe' Rafters(Snow Load) v Deflection Limit U380 - � �—Spacing(inn)-if Wet service conditions? - ! No Exterior Exposure I Incised lumber? i No v Snow Load(psf)I 35I Dead Load(ps>t) 10 -- - ' Calculate Maximum Horizontal Span i Go to Span Options Calculator for Wood Joists&Rafters , i The Maximum Horizontal Span is: I 14 ft. 3 in. with a minimum bearing length of 0.67 in. 2x� 0 required at each end of the member. Property Value Species Spruce,PineFit _ f Size 'rats Modulus of Elasticity(E) - 1-000000 psi Bending Strength(Fb} _,1335,62 psi - :J Bearin Strength 425 s, i Shear Strength(Fr) 1 s�25 psi � I Solar Rising LLC Project: Peter Scarafile Solar Rising Building Permit Plans 508-744-6284 Revision: 8/30/16 S 0�7 f 449 Bra s Road 99 s f-7 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Barnstable, Ma 02630 Drawn By: Neal Holmgren w. 4ty� I �4 r _ GreenFasten GF 1-Product Guide Cut Sheets:GFl-L � t 3 t .) E $ __-_-- ___— gR Af- _ -{A - �Y I E F 4 1 Jt SECTION A-A 0 •Y 877-859.3947 Cmnm Ezed to the SuPMPafpenemble E-7i OEwiulen 5ohr'4tlmntmfpIXeRdxdawT/'IpKPI1rIgMs reserved.l0ll7/13 9 i� y. Solar -Modules to be flush mounted to existing roof structure and set above shingles 4" Solar Rising LLC Project: Peter Scaraflle Solar Rising Building Permit Plans So l C7 508-744-6284 449 Bra s Road Revision: 8/30/16 759 Falmouth Rd Unit 8 gg Scale: None S � �' 9 Mashpee, Ma 02649 Barnstable, Ma 02630 i f� Grid Tied Photovoltaic System DC Rating 4.2kW Peter Scarafile 449 Braggs Road i Barnstable, Ma 02630 Site Details: All Work To be in Compliance with: Solar Rising shall install a 4.2 kW grid-tied 2014 National Electrical Code (NEC) Photovoltaic system comprised of (14) LG 300 N1C-A3 2009 International Residentail Code (IRC) Modules with (14) Enphase Energy M250-60-2LL Micro- 2009 International Building Code (IBC) Inverters. The Modules will be flush mounted to the Asphalt 2012 International Fire Code (IFC) i roof. MA 780 CMR 81h Edition ASCE/ANSI 7-05 Minimum Design Loads for Buildings and other Structures. I Equipment Specifications: Modules: (14) LG Solar 300N1C-A3 Inverters: (14) Enphase Energy M250-60-2LL a, Racking: Unirac Solar Mount Attachments: EcoFasten Flashing with 4" Stainless }" Steel Lag Bolts Roof Specifications: Roof Structure Asphalt " 2X8 Rafters 16" O/C Pitch: 280 Azimuth: 2350 Site Specifications: Occupancy: I1 Design Wind Speed: 110 MPH '� �, Mean Roof Height: 22ft Ground Snow Load: 35 PSF i f Solar Rising LLC Project: Peter ccaraflle Solar Rising Building Permit Plans S o l a r 508-744-6284 449 Brag9 s Road Revision: 8/30/16 2 i s i� g 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Barnstable, Ma 02630 Drawn By: Neal Holmgren a -Quantity of attachments = 32 @ 48" O.C. -Maximum UniRac Rail span = 48"O.C. -Maximum Allowable Cantilever = 16" -Racking and Attachment: UniRac Solar Mount with -lag screw, Hex Head, 18-8 SS 5/16" x 4" Length -Array Installed According to the UniRac Solar Mount Code-Compliant Installation Manual. Solar RisingLLC Solar Rising Building Permit Plan Project: Peter Scarafile Solar 508-744-6284 449 Bra s Road Revision: 8/30/16 759 Falmouth Rd. Unit 8 9g Scale: None ' `7 4 Mashpee, Ma 0649 Barnstable, Ma 02630 Drawn By: Neal Holmgren �j r r Speciesi Spruce Pme-Fir Sizes 2x8 _ _ __:.:_Grade, No.2 v 2I I A3ember Type; Rafters(Snow Load) w l ILDeflectiou Limit�180 �! Spacing(in) 16 _ � � Wet service conditions? � Exterior Exposure' No Incised lumber? No v Snow Load(ps1)i 35 Dead Load(psf) 10 1 7 j Calculate Maximum Horizontal Span I Go to Span Options Calculator for Wood Joists&Rafters I The Maximum Horizontal Span is: 14 ft. 3 in. with a minimum bearing length of 0.67 in. 2x 0 required at each end of the member. j FProperty Value I Species ,Spruce-Pine-Fir„ _. o.2 j j Modulus of Elasticity(E) 1400000_psi H Bending Strength(Fy) r1338 62 pst � Bearmg Streugth(Fcg) _—__. [25 Shear Strength(F�-) 15�.25 psr i Solar Rising LLC Project: Peter Scarafile Solar Rising Building Permit Plans Solar 508-744-6284 449 Braggs Road Revision: 8/30/16 2 S i 9 759 Falmouth Rd Unit 8 Scale: None Mashpee, Ma 02649 Barnstable, Ma 02630 Drawn By: Neal Holmgren 4 Ire cs GreenFasten'GF 1-Product Guide Cut Sheets:GFI-L A-A !fir�j x¢4 e i t . A _ A •i " ,� �. . { ""� SECTION A-A i5 r I 3A - 877-85A3941 CommiltN to they ofPmewable En OEco(aVSSdu�Atloonter4 go:eUcd wds mp�LMrlghn anved l6ll7/3 uVPwl «9Y Solar Modules to be flush mounted to existing roof structure and set above shingles 4" Rising Permit Plans Solar Rising LLC Project.- Peter Scarafile g Building Solar 508-744-6284 Revision: 8/30/16 759 Falmouth Rd Unit 8 449 Bra Road Scale: None s � r' Mashpee, Ma 02649 Barnstable, Ma 02630 LO L75fe! Goof 11 i • � � oil LG Electroniq Inc fKoma Easchang=66657J<51 r1b is are c4the g"-Ily Wring companies and I-5 tectrn gyinnovator or electronics,ifarmaS n J� and commcrkacalfaao pfccluts.LG tronis 0@11 ammndy empk-,more d-an.91 M people woddAide in 117 companies.In frsc;a))ear2011 a dumb (IMM rumove;rye,4 91billionUSDFinstinadNeved. GIMEN LG is r--oithe via&''-largest man atturusof moi iie phorm--,fiarscreen TVs,air conditioners, wa ingmachinesan As.afuture- oriented company,LG reliesonthe tedwwlog� of renewable energies and fs eran&ng-rt The entire range r_rf high quay sollarproductsave being manusactured in LG"s leading producd n site Komi. ZDF C ;°9: .NS C i LG,s High Mfent Cell Technology Poeliable WarGnti@s. Elnven by[Ls wtn M.-Type technoicg t LG's high- LG stands Lri+it pzduct5,%vhh the strength d'a �Eiciemy rno ul woilL praradecurstar rs high �;�. �, global corporation and'.ster�rx���ar�raty pufici� exnQn*beneft1s. 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WUNIRAC SolarMount Mid Clamp Part no.302,e1C.3m1oto,342%=31271040, 1a21oso,3dneaD Nid damp material:One of Ore lowering extruded alatilu, Puo"MewlSolarMount Technical Datasheet t �,,Mid ear Ultimixte SolatMounl Module Connection Hardware Mid Mid7ddamp FUdsk ��gM:0.05OtVON bs(d Cfa s(n BCODM Up Pdbdule Cl�_—__—•- �9) • Aktwabde and design loads are valid whencprtponeMs are _...-.._..__.. ..t assamatedacaorarg ioadit0dZ d UN iRACda:rmeres Mid Clamp.........___..._._.._.......... ....._...._--. ..2 Va►fes represent the all rnefife and design load capacity*to SM918 End Clamp---.-----.---......_ _...._.. _2 - •4 mid clamp atrrornitywhan used with aSdark4oundsodes boom to SotaMount Beam Connection Hardware_..—......----- _S • I retain amdduW Wihedira4tbn Ortdi9taf L#cot.._._._......._._.._ ............................._.,_..._....... __3 1w _ " Amertble mid dampa9h one LhiracYV.20T4bdk and one%'-20 SotATNountSeems._ ..,.............__ A � y AS$MF53@�rtafad 0anganfa !l. i Use anfi-mite and tigManto 10 Nbs of bnpfa j Grp _ , Resistance factors and safety factors are dosomknod aocordlM to 17 pat 1 secton g of the 2g05 Ahfrnhum Design T.�ttltal flrld t)Nd- L, .�.....� - party taaa msuits from an iAS aocrodimdidbaraxay Applad iced Awcaga Allowable Safety Destan Resistance Oiection Ultimate Lead Factor, Load Fectmr. ¢r:,tnrau`srs SolarMount Module Connection Hardware tba(N) iW FS Ica tNP o 1.� Fension.Yr 2020(8987) 891(3963) 2.27 1348(5994) 0697 SolarMount Bottom Up Module Clip Tiarsmrw.Zi 52i1(2313) 7,10(1017) Z27 346(1539) M665 Pan Na 302000C Sidim,Rt 1194(5312) 490(21ITS)1 2.44 741 f3295)1 Gem '•`Yam;r Bottom Up Clb materfat:One ofma folbaing amudod alumimm r-x Blom A (Mdfen� a1v7x ews.T5,6105-TS-0061-Te ' ed'4.a NO Wft",mIw LIP 7 t9timnde tooslie:38ksl,weld:35 ksi cart `. ° Fmteh CismAnodued SolarMount End Clamp Bottom Up ell 4 Ilght-0.03t Ibs(I4g) PwtNo.3a200,C.302002C,30=70,30200sC, a 30=030,30240rC.3OXWO,92005C.3a20050. 8aem �� 8or A1oeabIS and design Waft am valet MienoxnWants are 342MC,3=000,$CM71),30200111C,3e20050, asmurbled wth Solarmounl Series beams aitordrg toauDtrd2ed 30m08C,302oaa0,3=10C.302011C.30=12C End clamp material.Ono of the fdbwing eatAdead alurrinum UVRACdocmerts atbys•.6DOSTS,610ST5,6061-T6 • Assentbta xl or one f 20ASTM F593 Cow-ore W-20ASTM F594 �'• senatedgmgenut,andona :6atxashar "' Ul6mamaettsite:38ksi,YWl3:95'1¢i Use anisette and 14"an l0 10 nibs of b we. ,,,,r^''"• End clamp l Chat it Dani Anb620d �•!�„ F_.u�lctampwatgnu:+rariesbasedonuneigtt 0.0561os(289) • � patt1 scab 6r:aes and 46200SMuminu Ossigormnodaaowdingm Clamp Allbrvab)e and design foals asevalidwhae components are pat 1 section 9 al me 2005 Ntmitum Oaslgn Manual enQ NLQ• party test results from an tAS aaaedledlabomlory Se, NavMassembledrep adaWdhe ob urabla am U s4lin load capaClty Of a single MdlmMts •"` _I Modulo edge must be futy supported by the beam Ffarge.N _ end�c4trrlpu�aS�snmbty W,teorn used aoi0lda Sob MlaiM boa m to + NOTE ON WARNER:Instal washer on troll head tide d assemU►A . DO NOT install crasher under serrated Mange nu retain a moddo in Modkedion indnalad AssarcBla,alth.one Unime Y.'20,T-boa and one V7-20 ASTM F 594 Apllled Load Average Allowable Safety tl Relsbmee a serrated flange ear Oiecdon Ultimate Load Factor. Load Factor, usean.li•satae and Ugnten to 10 n4bs of$Osque --- r-r-- -- lba(N) nos(tt) Fs rba M) m Ras canoe factors and salary facobrs x®beta trened mmrdn0 to part 1.Section 9 of the 2005Al tmilun Desgn Manual Ono tli rd- ynskm Y- 1565(6WT) 686(30S£3 228 1038 N615) 0,662 Y party Last results Iron an LAS accredited laboratory Traratrasa,M 1128(5019) 329(1463) 3.43 497(2213) 0."1 rx Modules must be bstd)d at Wass 1.5In boo eilnen end d a beam Sndllg,Z. 66(292) 27(119) 2-44 41(161)1 6619 rr _ Appeal load Anarege Allowable SafelyaCM92) arneeOtreelft t.011.1a19 Load Factor, ctor,lbe(N) the(N) !FS0 barerekws apease intncfees vrfem rake niTim.am Y+ 132115876) 529(2352) 250OARS Transrarse.Zt 63(279) 14(61) 4580.330 Sliding,ltt 142(830) 52(231) 2.720.%S • • . . "UNIRAC Solarmount Beams Part No,310132C,310132C$,310168C,310168C$,3101680 310208C,310203C-8,3%240C,31024OC-8,3102440, SofarMount Beam Connection Hardware 410144M,410188M,4102,"M,410240M SotarMount L.Fool P'atl No.304000C,3OA0000 Properties U 91:11 Shcanitowd Solarllolmii HL • t:Fooi ma2aNal One-ottire gmdtvdedakenvemenomeMS TS,8105-TS,am I-Te geem iKerig.t in. 2:5 10 • Ulthnae tensl1w 38ksy Y5c;$±35 ksi -y-,ram Rnlfile Clear a Dark Anodaad Aqw aWaWCm iirrearft1 111f i3.819 11.271 L•Foot weight.varies based haptit-41215 No Mg) • Alr atioardde*ntedsarava5dwhen mertsamI Total C.u�a6S S�Clim�89A:ta in, 0.67iU 9. 9 8�. assembled with SolarMountseries beams aaorcimg to adh eso ggli LMIRACd-um rta t�mA For the b6am to LFootconn ffor: Sedan ModLius Q(t AUds1 0.353: 0.898 -Assemble vdh OneASTM F5933F-1 B im:'head mraward ore red ASM F594 Wssrmhd 8arga nd. Secion Modihs(Y-Aids) W D.113. 0.221 F7'tar3eh �' •Use anttae¢eard WVan to 30 ff3ds of toagn Resesta nce factors and safety factors am catenninei a=rdirg to pad iMornent of ilortia(X-Axis) 1W 0.665 1.450 1 section 9 of are 2005 M mirann n Manual and li r"artyte.9 results Gam an rAS socred'Aad Pabo ata•ry IWmad of Inertia(Y n.ds) ire 0.6" 0.257 NOM Leadsamgtmnforthe L�Fmttobe"conmeabnordy,:be ...r x swe to Ohm*toad Knits for slartclaff,tag screw„w other efadmrentmathod �Radim cd tyymball(X.,Ans) in 0.289- 1170 i fi. iRadim of Gymaron(Y-A-is) in �0.256 0:502. AFptiatl Load Akerage '8aMy Deaflen Rasisla— a+..r+vs i chucem Ultimate Alli aWe Load Fectmt. Load Factor, 4 • [be(N) f s(N) FS Iba(N) 0 Sld g,2:• 1703(7858) 755(3358) 234 1141(5077) 0.546 Tensii_,Y. agW(826% 707(3144) 2.83 1069(4755) 0573 71 bkne,,So spxfec a,rsdea uMzse WW Cargue'sSbRY- .3258(/A.a92) 132545803) 2AS 2001(8913) 0.015 `,z .+ ,r^ - _ ,'' T T, 77 Traverse.Xt 436(21621 213(949) 228 323.0 438). &AM SLOT F€R T•eDLT OR. /s„HEX HEAD SCRW SLOT KM T-BOLT 1Rt WI-0 WAD SCRRM 2)(SLOT FOR _T SLOT FOR BDTTt:MCUP 2500 SOTMMCld* 3.000 SLOT FOR 1.316 —TI O HEX BOLTSiDT'Kffi2 lass �"FlE)CBMT 3S7 75 1.207 Y Y L875 a s Px 5ailadAcurit Beam Satartlou"HD Beam Otnavtms Aers irxirrdirce urless rmaec Mc Commronwe'aitth ofMaws a hose a_ Departmene of��rr rr rrrr Aeddearts COAA I i?-Sq Sittet�,.SSdift 10M' W(wkers'CAm_ipvs,%pHom l,Mvinlncr A,Etidwit;� IB�cr,Ord_r�uar� tars+Fl�clrltl��I��' lug he TO BE FI'LFID WITH TRIP 1PECKITTENG UTHORITIY, Aaylicinii1rad�rrra�tinon I i e-Frirwt llLc ilaG* Name f,�11S3rie33�C]r�1n �Yiirr�Jr+tl+uiuwryli; Solar Rising LLC. Ad&r S3; 759 Falrmoulth'Rd Unit 81 cityf5eat lzkp: MaSh.pee MA 02649, 508 744 6284 A"you an ra+lv.vrll Ciffilkehemppra;pcidem hns: lf��e�r.f�r�dija�tl ta�jel�nl��. I Iarn.a8r�i�,erKtiE, -Wlkwvesteuilar nrpazt=limcp," , Nek!owstructiciei, 1.0I m2,saleEcapcitmrarp—r4hipun�haa�Pq�lryyp�a}d4q 79kr1� IUr ih :Reri elun� arri.MpaCrfw r6rlllr'id I y----� . ®DE1Gll[['kl�t_ I 9IIam.ihvmeoww.im- aqworkrrrself ttio%urk eer'Bpi,rnsur�nce!xcawr�l,l" 4[:]tam:z.harkimier and esilrEthifint lortu44N�lirwndinf all' A,vrdmi tnraptrty ,I'Mil 10OBud{117gaddltion *=,m rhhal 011 eorff.-roar3 cithcc iravv ourkrrs"co 4c--realivn insurawr,or.are YAc L L.I®E[cerried n pairs of Wftianq propribars mirh m C;rrplvpres. F . i2.� � ians s®tamagmtntfcea IhtwchirWrft:t5 ± hlxs1I.Wor, tIt&htdshe u�ki �c Tk 1t+€ ltm N v -pdgms•and n ,wa*ez" 'awlzr a l3_O1iogaie 14.[70d)er S01aIT . Wvarea,zvrtraiinn and was ol"N mlimet�a_r:Ystdda+ �iylri„FteCrtijiii+i!igcrPltS1�C -- fi?;,�I,Id�,as>e!w:havt nn esnpinyats.LNk)•rr�rkt�a�prnte ir!e�ru1G;rr;ijuirtwi "tiny zFflimrthat ehem &t 0I xr malio.dill uer,Uir caiina E+wtact'3 urt !resal n pnlieg:c(v ivn. r F[+.nnee�aTtetr°r N'hia 7La'�4'e!i;ilt;9�!lydrfvil indicaiirq lhcy-are�a^�all avrk ars¢I tlrn nikr.Cul'tisie�_��-asiars`Host suhmdt a.reYw a�ll�imvle�a1;:CP51�51�?; 1n1 c k&is box—rya jtcr od rl a PfLit ! I:I se"ir'.�Ilu+n .€!flti 6!i sprit:3a!sars and s!rle plxlfin or nsC iFtaSe er�iliis Gab 4l`nplU4s�a If"i MtKuritricloo. kletheir w Anen'mW poliey rambce rear ail efflOPYe.r Jhut t3 praidAntr wmrkers Camp c,mtraFfcr,a arasq,rrmc-a fmr rr +erat�r+i jvem &e+ivlw is the pMeyandfilib sloe am,�onaasLjune, 1'r us�nce erni�:sr,} li4T o Travelers Inde its Complan, :Pol icy A*Or M f-bls.Lie 4: UB-5B677a50-14 Exp:iraijan Dlise 111 1 fi ++ � Q� . (� C'f)AS JobS�ile A�' ..n• �4� 1, �- _ C'i�;'1wt>3roe.+iip: IJ :�tlaeh a cape,of Iti w arLers°a:l�mp W taon polityaJecdor.ntiain pmp jshii afro the p�IL€�niul>m�e:e�Isd exptwadrandate. 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Registration: 175578 11 Type, Supplement Card Expiration: 5128/2018 SOLAR RISING LLC. NEAL HOWGREN 759 FALMOUTH RD UNIT 8 MASHPEE, MA 02649 Update Address and return card.Mark reason for change. F-1 Address jD ftenewai D Employment. Los(Card Office of Consumer Affairs&Business Regulation Lixense or registration valid for individul use only before the Officeex Fy of date. tf found return to: ME IMPROVEMENT CONTRACTOR Officeof Consumer Affairs and Business Regulation '�$�7 Registration: 175578 Type: 10 Park Plaza-Suite 5170 ExplraUon: 5)2812018 Supplement Card Boston,INIA 02116 SOLAR RISING LLC, jj NEAL KOLMG.REN X)y 759 FALMOUTH RD UNIT 8 MASRPEE,CAA 02649 Undcrsecronry q Not Yalid without signature Massachusetts Department of public Safety Board Of Building Regulations and Standards License;CS-058921 Construction Supervisor NEAL F HOLIAGREN 76 SPRING HILL RDA, EAST SANDWICH MA Expiration: Commissioner Aight ax CI—I 11J11/2015 5s02-S8 AM PAGE 21002 &x Server" ` �(1FICAT F LI INTY tlPNSU . . NC � T t�svel I rv�. 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QEBG71II�d1N f51=gP�R�4'PI�t��L�.�T9�il��fS�L�tF¢�flkbt±'Ct�t�; �Glx+k. fAt3— _ i 'fKs A�9..�It'A Ate'PIIA81t�11k'PtFR',i.Tll Iaift�nA'°t�'rtflt�yRN,` n�ra I..��3c aF;�1xu pe�KFia�e,�?,;p i'i �S:�E, TM VOWIM&NA WWW SSc`tYAfdihsv+.IA3tet 5 afAtJ►1`St IL1 t4l I, Se,FEf571MG IN fi�tFatllt7ls l.� ClrLrr4Np6ttNCr3 *�!TFS.14(tICL71a1 . TJ'A*;1.1A.PM, VqW M'Mt1E+Z,S;^K,"9Ck%0� 7 L Y��W K&r Ti ,mm_g y,*M w'a`&&gZV C&v `�J�;3cFti`S°�zs ,873ti 3�3d4PM01 1w i $MtKD&W W' [feS>r3iC►1 t1FA bCiER tia'GAP�CEd f s4IF%IRj lid€E tftPYTM DATE THOIRMCF.KWIC,*WILjL 186 DILIV6RED IN kftoft-w WMI pumy E - i I SOLARIJ. OP It-JL CERTIFICATE Of LIABILITY IllN'SURA IGE F TIM CERIUM+- 6 I'S mom All A MArMR OF WOM1114TIM M&Y 14ND C S NO FIGHTS WORTHE CERTIFICATE;MLDER.THi5 CERTIFICAlfbM KOT AOMMR+,tTt U,V OR MGd'LTMLY AM '. 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(d cortkaft hoodef ft in Ac#}t61 k-A Mufti tue polkyies]must be eMomodL if SUOROG&Tt1 '18 ftlke 4 mwRio !brwt CGau€tkws o9 V polky,cstaM;pdides, .refit uo in e±rxfwwrmml A slaterrrervt on this rasa flow1gi doomdoometw,contrar eights ta,tha how* [Y o-Ails d ar l3John J.LIMN IN ate_ t 'WWAER A wa $QL7P Rialng LLC ►5sl*kh.a;Westem Wo '759PalmcAM Rd urnl.T 6, I.Anhooe.,MA 02849 p�ucRRr�, ua3+:dt.Ei$@.: �...-.«...-.-.,-,.-.,.,�.,r....•,.,.+m...r,..x.» .�mrw«.,».,c,+. -. rd!IMER IF'. �E�WP.�td4l`&EB CLRTIRICAhTENUhBR!P{�� �• 44147NetlLd 7*3IS TOCFftTff V THM THE PMCIES O NSURAaICE USMD SELOV RAVE BEEN ISSUED TO THE tld,rTrno)NAMO r§L#OW FM Tl*MMICYPIERM it+EGl ATEb N0rA'kTk8TMel)0JG ANY REG11le'51ENT,TEii!l OR 00".T1FIQNI CIF ANY CONT I, M T7Tt{ER:0X NT VdTfJv:F&47TCT T(Y�:7�9rs CFRfWrCAT*f.PN41rC I $![ I OA MAi PEE7TakiN, NO 14b81IR1V7iCE a.FEc3R[5E8 AY Tip, 4Pib`1E5IftE13 5#El$ dd t3U6 1' " dl g "CLtl3I014$ANO CONDMUN$OP%C-H POLIMS l6'e1iTt;�l'+e/ht N1r51''91ra+VE REElk El$�,�1JC E{Y19Y PALO UAIM rn:�c»��UReh�'E vtYut�nattaE� �'� - 4cIF 4Ca0.1 CaE i9�U.NULWI rti7RIG 1 s:j C4Mrult—rt L7X pr:CAt iE1iP_ y P; Cpetlforluei Limb k[a r >t �Gra�A4�rC�iLa.P�fa"u�wtALdr�a� ac;rs-��a 11 i Ai7rgIl+0ltri;�uerei�x ..ii.. '�kk�,.,,.x„�.,,�,,.. -,�..•..,... I NrY alU[� B�4A�-�,FkJA;'F tab T ayi` rrr� �[_ m` " aw�Ir t I#r{gir id/,j-1'tS'ef ,,,,.,e•tftt2i6 � t.�L�' ,'�'.. i � yft 6�k9E"Lku� C{4kWR: � [ � l�i31RE4ig IE �� I� ,- Afdidi t 4asi�xfw+treg Slant*presAfrG8 aa>XGt P`,fi�Kt x944�r rf 7tS+ i�trNNE f 09ID-EkT *M' E ..+.��ll. Ce�.S.. MP�O at L+aa E4Wi—. a tfAprt�ttm b.aal n 9L2MVrCg.Q ld7 F[ r 3r. aL3 LAiiM ft*L 4M10r:"AMUZ-5,Eam'd Aq 9 adri,apicnv mp*wdi•. I i AyT�!Ytl - fi,ANGEi.IATICyFJ WOULI®ANYOPPH 09CAMCMEDIVOM TtHE WIRATIO+ QAT9 tffl! 90fF NOME "ILL Bit MWAM, ifs ACr,3t HQANCE%VITM TH9 POLICY KIIIQ T40N6. �.e��lir�ir ®£Nroa7rbE _ ,da'h n I Lynch,IV _.�.. . __:. _. �19 -2)Ti©,hC173�LA�E1f�Rtl�:iA�Bt�D� awfl';t�glalE AV;CCAD 26(8046M) The A9CORID nofe add lago.ffe ftOwer*d fhmthA 4:,AiiC0R0 Tom Petersen Architects Planners Construction Official August 30,2016 Building Department for project at: 449 Braggs Road Barnstable, MA 02630 Re: Solar Panel Installation Searalile Residence 449 Braggs Road Barnstable, MA 02630 Dear Sirs. I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 8"' Edition Residential Code(2009 International Residential Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 35 psf live load, 10 psf dead load,45 psf total load Design wind load: 1 10 mph,35 psf; Exposure Category`B' My findings are as follows. 1. The new solar panels will imply an additional dead load of 3.psf. The existing roof structure (2x8 roof rafters @ 16"o.c., with 2x10 ridge,span=+/- 1 1%8") is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system, roof connections and connection spacing are rated for 110 mph.This project requires the larger Solar Mount 1-2.5 beam (2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16"diameter x 4" long lag bolts. 1 therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! Si rely yours, Tom Petersen Cc: Neal Holmgren, Solar Rising LLC 6 Country Lane•Howell,New Jersey 07731 •Telephone 732430-1763,Fax 732-730-1783 } Species[SWuce-pme-Fi_ Size 2dl v Crude Pto.Z. `r 12 MemberTspe Rafters(Snow Load) v FDeflect[..Until FfL/18p v Syncing(In)r�t -a m— _ tier service cond,uons"! E:tenor Exposure� No�. Incised lur.ber^ �^SuoW Load(psQ �35 Dead Lond(psf)F,IO Calculate tlaxintum Horizontal Spa it Go to Span options Calculator for[wood Joists 6 Rafters The Mariultinl Horizontal Spall iS: 14 ft. 3 in. with a militutun bearing teneth of0.67 in. 2x1 0 required at each end of the meets ber. �Napert'1` �Sprcrt�� BSpnxetrtst -Fu �'. _. _ rG F�loduius.5E—Z - dte') rt 4+QbfSps� (8-LW Sttcuglb IFb) :I IS&62 pit. 3earr.iaStten3alrtFcpt sy psr tptED ARCS, (shear Strength{Fr) _ 455._i pisN�r i- No.31621 z 3 HOWELL, 0 NJ �Jy o �Q�Tff OF MP`'c'P Solar Rising LLC Project: Peter SCaraflle Solar Rising Building Permit Plans Solar 508-744-6284 449 B rag g s Road Revision: 8/30/16 759 Falmouth Rd Unit 8 Scale: None r ' `=7 Mash pee, Ma 02649 Barnstable, Ma 02630 P Drawn By: Neal Holmgren Town of Barnstable _ Regulatory Services Richard V. Scali,DirectorBARNMBM 9 MAS& �, Building Division MA33. 039. Tom Perry,Building Commissioner FD MP� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $35.OU SHED REGISTRATION RESIDENTIAL ONLY -_ . _ __ _ _ __ _-- - --200 square feet or less--- Location of shed(address) Village TC/Aeo(- sc-c-rj� ic Property owner's name Telephone number ? X(o MR 6)- Size of Sh d Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 Town of Barnstable Geographic Information System July 6, 2015 298025 #1450 298024001 #0 l 298026 #1440 298027 1-50 #449 298028 #429 BRAGB S LN #470 297015 297016 #470 #450 0430 0 21 Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:298 Parcel:027 Q boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:SCARAFILE,PETER ID&JUDITH M Total Assessed Value:$310400 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this mapw+ are only graphic representations of Assessor's tax parcels. They are not true property Co-owner: Acreage:0.56 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:449 BRAGG'S LANE ',j such as building locations. Buffer I t - Town of Barnstable *Permit#C�& 0®s Expires 6 n nths from issue date Regulatory Services Fee ds Z5o BARNSTABM : Thomas F.Geiler,Director MASS 3 S ��� Building Division Perry,CBO, Building Commissioner JUN - 4 2008 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: -T&VRW BgqRRNN TqqRR�� FF� Fax: 508-790-6230 EX P�IFES'�PE�C>C'1'APPLICATION. - RESIDENTIAL ONLY t-� Not Valid without Red X-Press Imprint Map/parcel Number Property Address 4 ] Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Pe__�Z�Q_ �C ' 1aast Y Contractor's Name OUjje_y_ Telephone Number 50 9 501 y b Q10 Home Improvement Contractor License#(if applicable) j 5 7 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor Wam the Homeowner have Worker's Compensation Insurance Insurance Company Name Ll b� J"ri1�4L Workman's Comp..Policy# 02,7 Copy of Insurance'Compliance Certificate must be on file. Permit Request(check box) Q+roQS„vG s �HvrJ q � s sa� .+r,.1 �9 w�vz St ">'Votes . Z"Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum .44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:bui ldi ngper nits/express Revised 123107 ..� Town of Barnstable seaxsTnss.s. "'" Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4018 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Z I I, 9E7\EQ- A Ck , as Owner of the subject property hereby authorize O',�y.7tiP— 1�►��� to act on my behalf, in all matters relative to work authorized by this building permit application for: gr GGS U\),9AS-t3s (Address of Job) azure f Owner Date �t�~✓� ��t2AF\lx Print Name Q:Forms:buiIdingpermits/express Revised 123107 Assessor's map and lot number ...... ....... h ' "�"�� �� d �. L � .......9'✓ O/� �� OF TN E Sewage Permit number a /� ,� SEPTIC SYSTEM MUST BE �Q o g 1 Ley c?.. P/...............;/ _ s NSTALLED " ,►IN COMPLIANCE Z B9SBST4DLE, i WITH ARTICLE it STATE House number .............................. MAM ......................................'. SANITARY CODE AND 9 039 ` • ARY TOWN o°'''�'owaY'a PEGULATIONS TOWN OF BARNSTABLE D UILDIN. G IINSPECTOR . .APPLICATION FOR PERMIT TO ............ .Cr ... ?�...............t c' .fe1 ........................... E i TYPE OF CONSTRUCTION ........................ .................................................... `.`............................................. .......................19!m TO THE INSPECTOR.OF BUILDINGS: �y The undersigned hereby applies for a permit according to the following information: Location ......��1` ...... ! } .. iia��.......... /10�1/��i4 ............................ . ProposedUse ............ .................................... ....... .......................................................................... ZoningDistrict ........................................................................Fire District ..........................,.................................................... Name of Owner ...� .. ��'!9 .�s.. ...r.. .......... yy� •E%�9 �.J �•4.!Y1!9,Pa/,r�+6�...... ...... � �,. Address .......... .......... ........ ..��t,... ........ Name of Builder2!02'�s �.c vc�'i ot/ 6 /L ............:........�..r�.u�...................................Address ��..;�...�.�-�......�T�.�c.�X Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ................../...........................................Foundation ...... ..................................... ' Exierior ...............�Y. ?.. ..............................................Roofing ............�v �d.�.. ..Z�................................. ... Floors .......................Interior .......cm... ............................... Heating ..............4 nf�...............................................Plumbing ................. .............................................. c . Fireplace A�Arnl....................................................Approximate Cost P— y............... ................ Definitive Plan Approved by Planning Board -----------_------_-----------19________. Area .. ......................... Diagram of Lot and Building with Dimensions Fee // O 1. .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH t - CIO / I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Na .............. ...................................................... Scarafile, Peter _ ' ............. - -. g�r ageNo ..... PerT .......------ -- .............. *fRd 5 L a-vi L Location ............ ...............9. Barnstable ............................................................................... Peter Scarafile Owner ................. '7 Type of Construction ...............frame................I.... ........... ...... ...................................... ............ .4 Plot ........ ................... Lot ................................ ✓ Permit Granted ............August 22: ............................ 19 78 Date of Inspection ............. ............19 19 Date Completed ....... ......... PERMIT REFUSED ................................................................ 119 ................................................................................... ...........................................................:........1............ Z' ...........................................................;.................... ......................................................... ................ Approved ........................................ ........ 19 ....................... .................................................7 ...................... ........................................................ di