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0491 PHINNEY'S LANE
A adt .. t .. a .• i� . .?+ fib. ..F .. �.,-n � ��yd`. tWVt 0 �lir°` m t - u LOT 2 23,409f SF �s TF = 52.8 CONCRETE FOUNDATION 9� F s� BUILDING DEP-T MAR 012017 TOWN OF LARNSTABLE 9 - AS BUILT FOUNDATION PLAN DCE #17-034` PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY, OTHER USE LOCATION 491 PHINNEY'S LANE PREPARED FOR: . CENTERVILLE,MASS. MEAGHER SCALE : 1" = 50' DATE : FEBRUARY 28, 2017 CONSTRUCTION REFERENCE ASSESS. MAP 230 PCL. 101-3 ESN OF Af,4 I HEREBY CERTIFY THAT THE STRUCTURE P537'1' PG.11 �o`'��Di C.�IFI 9cy�� SHOWN ON THIS PLAN IS LOCATED ON THE o A GROUND AS SHOWN HEREON. OJAL a off sob-362—a541 No. L0980 __, fax 508 562-9850 - ��� ss,o down cape engineering, inc. 1 I� C/l9L ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT ,MASS. DATE REG. LAND SURVEYOR "Commanwealth of,Massachusetts Beet Metal Permit Mb Parcel ►�I - o� �� - �� y Date: MAY A� Permit: . Estimated Job•Cost:. I �� 1.8 2017 F Plans Subt tted: YES - NO viepved YLS— NC Business License# Applicaat License Business Information: Property 0w=jo!.LG66orLJzformatian: Name: S I a AjIvGNerne: Street Po R�x 139 Street 9 i e �S rk City/To. nt= ' 0!�62n-0047 , Cit3/ own �'- Telephone: SO 9 3610933 Telephone: Photo L D.required/Copy of Photo.LD. attached: `YES " NO . . . S 1/M=1-unrestricted-license '.J-2 f Ai-2 restEcted•to dwElln pa- stories or less and commercial up-to 10;000 sq� f 12-stories or less Residential: 1-2 fmmily Multi-family Condo 1 TovOnhow6s Other 'Commdreial: Office Retail Industrial Educational Fire Dept.Approval lnstituiional_ Other Square Footage: under 10,0DO.'sq.L over'10,000`sq:ft. Dumber of Stories: i Sheet metal work-to be completed -New -Renovation: HVAC Metal Watershed Roofing. Kitchen Exhaust System ' Metal-'Ch.mney/Vents Air'Bal.ancing Provide detailed description of work to be dome: If. ' - . ��i� t�E c�c�.0 r�vY�' �'l�,ty`'l�t�r���e'' �d� `-�'�1�. •t...)�1c�1� _ ViO t is@. cto S b 4ko i INSURANCE COVERAGE I have a current j -insurarrae policy or its.equivalent which meets•the requirements of mra L'ch.m Yes LJ✓-,No ❑ If you have checked Y�0,:indicats fie type-of cdverage.b checking the appropriate boX.below: A ftabiGty, Insurance policy [ Other type of indam iity ❑ Bond ❑ OWNER'S INSURANCE WA1t+M---, am aware-that the licensee does:nco have,he insurance coverage required by Chaptar i ll of the Massachusetts General Laves,and that mysignature on'this-permit application- -this requirement: Check One Only Owner. ❑ Agent ❑ - Signature of Owner or•Ownee-a Agent 1 By checking this.b6x[3,I hereby cerliiy that ad of the detar'is and information-1 have submitted(or enterec'i)regarding this application are true•arnd } accurate to the best of-my knowledge and tbat•all sheet rristal work and installations,Pei forrrred under the permit issued'forthis,apprrcaton will be ` in compliance with all pertinent provisi"ori'of the MaWmchusetts'Building Code and Chapter 112 of The General Laws. Duct inspection required prior to-lnsulafiori hrstatlabor:YES NO • _ �DGL�m��dII9 _ - • Date Comments ------------ Final lummifign Date Comments Type of-License: 3Y ❑Master fide ❑Master-Restricted 'm'[Town ❑Joumeypefsotr. Signature of Licensee 'etmit .0Journeypwson-Re§tictetl • Ucense•.Nurritior: • =ee$ Check-at www_Mass.aoviciol nspector Signature of Permit Apprevaf Office 66W P' -ect razz,MA 92M - - - - - — wwtp z zz g01jftra - -- - Irr� an - 9 1 Pleas-eFr�� " N _ 1' 5 t a �� �v,1021 Ind Cityls Z p= � t a�n S �— Phone f- 509 2&7 Os 33 .- ag erapin er?check s, bay TYE,.--of pmimt ' .-, I ara a empfay v3iEft�_ 4 ❑I accca goal c xud I Ideas empIO {frill sndforpait-dime}* �bisea�tbe 2.0 I am a sole propa�tor or der- listed an the a�d3ed s 7- 0 Bernadelz� ship and have no employees vnb-mdrzc:t=have g_ ❑Dexnalifim waddng fvfmE fa auy mpacity- emplay5mand ha worms' g- o HuikEn.g addifim R vro6a=1 camp-immm=e E°n3p-;,,Snra„=T 1 5-❑ We am a copataf mznd ifs Ia� ca1 sepaim or additions 3_❑ I am a h doing all Wosk offrrxrs die esrcised 8 :ir ILD I'lembmg naizs or Wddilicm5 . sightofe .aaperMGL v 'ca�g_ 12-0 Roo£r4xim ix, rrR�r.P segnirerlI F a M§I(4� andwelz=n* camp-in:scm-an= �F r %tr'hP SIK=in $'t i�SO f�OIICf 6£f�O�.�7C10'iPS�G9i�,L 1� �-'ii T- � �-�c'mrstf�Ec�3c�isbmcm�scstlarhe3axcadaihnnsIs�3s��mSsdtisen�eof8�emaa�•crhe9�ertsaatE�sehsve ,_ �yee5 Ift a sub-cn dash3re�upl+ +s s,6 must gmvide w as`flamF P F uin are s r thatis�tmtfidis, tern iias'caurpartsnfran tzra mang ray mgFayess. Below is die ga cy sari f ob m tr �,�arnttrtiart" - - - rflca,Fr,� Co FoRug �rCa RIB lc ��a -� �� I ri �� Ic►bS>��4ddFesc �e r►et CEyfSfiafellag: '�?�k Attzcba m capg of the reork='cgmpeasatiA Pgay&ZBW dongage(s wwmg�egfl1 r€mm er asEd e a on �. Failure fn secme.cavcmge as wader Section Sty o€MGL r- M-=lead to the impositrffi of gal of a via to$L_SDD:DD aadlor one-yearim as ven as dva penaffim in.fhe fb=m of a STOP WDRX ORDER-and a� nfscp to$250-00 a dayogahmt the viahiOr- Be advised td a cog of this sty assay be dad to the OT=of Iavesfiga' of DS1 cnmrrsapV=1ii ctio� -- - 1F ba:^eby ti'cgp�rz P nnd'p uurF ffret8�sormzztiaaFra2adsd shave is tru$an@ cvrr-sc2: ` Siffiaturer / ? I}aEfe=' .0 zr£m3a Do gat writx 11,tus tLei;,fa be worig W by city ar fmm of`!c&L G`ii or TC onus: rmma lsense ig L Baal d of$cart 2.Brag Ikpn-b=emt I CU-IoTmwa Clerk 4-Eiecftical ampector I Ikspmter .6.ckher G Oantact Ferran: Pfl # Information an.d ithkructions Massachusetts General Laws chapter 152 regoi=all eurplcyers tb provide workers'compensation for their employees. Pvzsuantto This statate, an eacployw is defined as"—e�very p § in the service of another under any cont-act of hire, express or imp I oral or wrifien" An mployer is defm. as'an individual,partnership,asso 'on,corporation or other legal joiirt enterprise,and inch a le eat.or any ri. or more of the foregoing a _ gal representatives of a deceased employes,•or the receiver or trustee of an in dual,partacohip,associate or other legal entity,employing employees- However the owner of a dwelling house not more than three ap eufs and who resides therein,or the occupant of the - dweIImg house of another employs persons to do ,construction or repair work on such dwelling house or on the grounds or building u rteaazrt thm=rto shall t because of such employment be deemed to be an employer.- MGL chapter 152, §25C(6)also that¢every or IOcaI licensing agency shall withhold file issuance or renewal of a license or permitto o erate a business or to construct buildings in the commonwealth for any applicaatwho has not produced acc table evident of conxpliance with the insurance covemga required." Additionally,MGL chapter 152, §25 states`21e' er the commonwealth nor any of its political subdivisions shall enter into any contract for the perfoiman ofpubli work until acceptable evidence of compliance with the;ncn,-ar.ice re quire seats of this chapter have been ented to a contracting aufhority_' APplicants Please fill out the workers'compensation affi completely,by checldag the boxes that apply to your situation and,if necess ary,supply sub-contractors)name(s), (es)and phone numbers)along with their ceriTncatt-,(s)of insurance. Limited Liability Companies(I.LC) Liability Partnerships(LLP)withno employees other Than the members or partners,are not required to carry ' compeasation;ns,rancc If an LLC or LLP does have ' employees, a policy is required. Be advised this davit may be submitted to the Department of Industrial Accidents for confirmation of in mance tov Als 'be sure to sign and date the affidavit The affidavit should be returned to$e city or town that the appli on forthe emit or license is being rmpeste L not the Drparmient of rndmdrial Accidents- Should you have any The law or if you are required to obtain a workers' compensation policy,please call the Departm at the numb listed below Self insurr-d companies should enter their self-film ce license number on the Ime_ City our Town Officials Please be sure that the affidavit is complete afd printed legribly. e Departr mmxt has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigsouis has to contact you regarding the applicant Please be sure tD fIl in the peumitllic me unit her which well be U.;4as a reference nmmber. In addition.an applicant that must submit multiple pemuiylicense applit:aiions in awry given year;tne-ed only submit one affidavit indicating current policy infoIma ion(if necessary)and under"Job Site Address'the applicant should write"all locations in (city or town)."A copy of the affidavit that has been�fficia stamped or mauled by the city or town may be provided to the applicant as proof.tnat.a valid affidavit is on a fur fiuhae permits or license$. A new affidavit must be tilted out each year.Where a home owner or citizen is ob a license or permit not.related to any business or commercial venture (Le,a dog liceose or permit to bum leaves etr; said person is NOT required to complete this affidavit The Office,of Investigations would hke to you in advance fur your cooperation and should you hav e any 'questions, please do not hesitate to.give us a calL, The Department's address,telephone and fax bimber- COMMUawmith of Massach Depaltmmt of al AQcjdmft of lmv=t�gatiom GM-WaAROM&=t Win=M&Q2I I I T64 i V--6I7 7.4 at 4-0 6 or I-�� Revised 4-2447 F=#t 6I7-727-Tf-49 gagfdz'a • Town of Barnstable Regulatory Services ` KAMRichard V.Scab,Director &63 ' Building Division. Paul Roma,Building Commissioner. _ .__._ . _....._... ...— 200_Main_Street,_Hyannis,-MA_02601 .z.. www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must ` Complete and-Sign This Section if Using A Builder as Owner of the subject property hereby authorize � � `�� to act on ray behalf in all matters relative to work authorized by this building permit application for: q PIL (Address of b) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized;before fence is installed and all final inspections are performed and accepted. Tom. Signature of Owner Signature of Applicant O."10,AA M,6n Print Name Print Name Date Q:FORMS:0VINERPE MSIONPOOLS t - _ . Basement 2 1/4x14x6 6x12x7 6x12x7 6x12x7 4x1Qx6 ® The3e tuns arms off the bottom a 4x12x6 A Vent pipes 0 DO v go cep and out the roof a4x12x6 4x12x6 F I st Floor 2 1/4x14x6 6x12x7 6x12x7 6x12x7 121 H cfm 1.86 Ccfrn 145 H 183£cfm 4xIOx6 40.14 cfm 6x14x8 21 C cfrr. 3 H cfm 6x30 2Cefm a Q 0 4x12x6 4x24 4x10x4 0 3Hcfm 3Hcfm 2Cdin �Cdin 1.04 H dm 89 c cfm 36 H cfm • a 4xi2x6 22 C-cf 4x12x6 2nd Floor v [� 6x12x8 4 6x12x8 37 H cfm 94HCm 51Ccftn 17#itfm 94 L. CfCil 25 C i�zfm j 4 8x8x6 8 8 b � � 1.42 H efm 112 G cf€» 8x14x8 33.H dr. ' i Sx14x8 T c dm 22,H draw 6 c Om 8 8 4x12x6 6x14x8 8 8x8 8x14x8 _. 16x8 ,�. t-t_ _ _ __. , Exhaust and intake through the roof - 3 r i 3 &' { ' ka CONTROL # IJ 5 7 0 0 9 2 7 ,mm", I IIIIIIIIII°IIIhIIIIIeIIII IIICllllllltlll�llllll`I�I� j .:i -w� � r`t '":;r✓wi'�a'bi�''�rk, „# 4,,,;�x� � �"�''"T` �'hai j IMPORTANT ; *wwwmass'ggoy//�mu;F ;' ��y}y' y �, e$MA 03'7�'101d �� IIII �C91' If your license is lost,damaged or destroyed; is in ! cias's"� ' inaccurate;or !Y f,I III . r 0,Small vehicle less Than 26091 ,. . ,h �� needs to be corrected,visit our web site at mass.gov/dpl for Ih_arF�ale�hoei.h�e instructions to ensure the proper mailing of your Renewal Application and any other correspondence. ENooRSEMENrs REsrwcn Ns- <I NONE t 3. y NONE This license,is subject to Massachusetts General Laws and - ``Z regulations.Your license is a privilege,and cannot be lent or '' �"` A '.` r: assigned to any person or entity under penalty of law..Keep this , bl license on your person or posted as required by law and/orx # CHANOE OF AOORESS RRINi BELOW RERMANENrI regulations: MK 2 ♦> 5 w gY tr Lea a y`, x Al LU • i „� ; s T��. x .:z,ja!� g,�jt j.� -�` x..'�'v�,�:::.u;SS'�x far Y�, 'w.a3a�,� `� -�r>w J 4 • � '�r>� i ,ill � � ;�� �k Z 0 Yes i ,I { I 5•L C' 'd ! t u;'"a a. ;yra• µ, J 1' •' AA I I I C• �2 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (30 Parcel l� dd3 P ABLE Application.# 4 Health Division '"!7 4 ; ,'; 011 Date Issued ' _ Conservation Division Application Fee Planning Dept. Permit Feeit VT 'Ri Vie) Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street ddres�s �qq t Lzh VI&4 S Village, Owner C'..�i.0. tt..a..�. Address35 Telephone 60g " 96 7 a 5 7 q Permit Request - i 1, e Sq are feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District K n ( Flood Plain Groundwater Overlay Project Valuation 0o0 Construction Type Lot Size • 5q Grandfathered: ❑Yes 4Ko If yes, attach supporting documentation. Dwelling Type: Single Family Wro' Two Family ❑ Multi-Family (# units) Qj Age of Existing Structure ( Oa Historic House: ❑Yes Alo On Old King's Highway: ❑Yes 4 No Basement Type: ,✓Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(scift) Basement Unfinished Area (sq.ft)= Number of Baths: Full: existing new Half: existing -new'-', Number of Bedrooms: existing ,3ew _„ o Total m "ota Roo Count (not including baths): existing new First Floor Room Count =� © Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑Other _ 3.1 Central Air: ❑Yes to Fireplaces: Existing New �_ Existing wood/coal stover ❑Y s 06 f1J Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 2�s Attached garage: ❑ existing Aflew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J#"No If yes site plan review# Current Use S' AO Proposed Use "ILtJOIn APPLICANT INFORMATION (BUILDER OR c 1 Name Telephone Number �0 ! d ' o`t J J Address 7�P License # C ~ �6 �0® Home Improvement Contractor# /&a. /3 0 Email m l C•C�'N�l Worker's Compensati0iA —•600,5 664 q aaO)1p ALL CONSTRUCTION BRIS• .- .R LILTING FR `M THIS PROJECT W L BETAKEN TO r v_ a SIGNATURE DATE 7 d f C FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: .c FOUNDATION T` FRAME ' f INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL - FINAL BUILDING _ DATE CLOSED OUT ' ASSOCIATION PLAN NO. WEOUAQUET N ZONING DIST. s RD-I LAKE M111 loT.512E- 20,OOo Mq' �3 10 S.F. ' RECc AM ICO,� MIN.LOT WIDTH- IZS FT. VO II _ W.SETBACKS: i(/ cB.f.,d. - - / 'FRONT v 30 SIOE - IO FT. CUS 9 REAR 10 FT to US: Q/�' I J`• ae ASSESSORS MAP z30 /// % „P 3� PARCEL lol JPy 60 di sTare •I< m 0 '• - 0 LOCATION MAP / �/ �y` FOR REGISTRY USE • - SCALE: 1•a 2000 mm �� ti • f d APPROVAL NOT REQUIRED F BAPwsT BLE PLANNING BOARD GEORGE Q P. •. DATE 5/ TVTTLE - LPN 1.40 z3 113� l Q N `Aa49.� ]eD P4.ie� mm _h M I - d IL 0 ci N 0 'D 00. Lb O I m QP�ry�P � d..e liO4 1 / '46.E'., u�76.gD'G'•.T�Q _r I I u d�0 IIG,9o0 S.f! qo• 'M Cep quo• /'3 iV`/ o f'-� 13�44' N r, P l� I IO /dD V+ 0 T 0 Imp b1dq a1,553 S.ft / - - m °c G to PLAN of M 0 IN /6 (CENTEF-VILLE) Cvaya6j �43' . BA2NSTABL_E , MASS. e"/d+ SB"s e" a w 2 E R PEPARD FOR: d - , GeoeGE P• TVTTLE ay`�g3D , so _y. 5CALE:I'-4o {ea+ FEBRUARY 14,19BS OJ ,q,V ICERTIFYTHATTHISPI.AN WAS MA DEIN + ACCORDANCE WITH REGISTRY OF DEEDS - REGULATIONS EFFEC .1,14'IG. m - �owncap�enq;nne�inq CIVIL ENGINEERS GATE - LAND SURVEYORS m R{e.6A-YARMOUTH,MASS. .q ARNE A,R.L.S. X E • � - WflgU Lq KET .`/ ZONING GIST.�RD-1 �� ' Le 6.4z,5 FO S.F. �-•--- ''•:f:r.y.. ' LeT WIZ HIN.FflT>qe Tcs s • M I\"( \\ :%m Auc 5 zs P)f ag • • SRD ET 3o FFl T LOCUS RflgR . A. Itl nT6 B �/ r •m in .. - LOS q EION..De o/aP �o O -�.-gkb N F02 REGISTRY USE mu Q APPROVAL NOT REQUIRED • BARNS'T'ABLE PLANNING BOARD a _ - DATE/-•d.I3/\�I96 9 fjd s Q� 4 . _ ' —_ •a° O Flo G � _ r Aln \ N Sq�. kk i • - 1 e ',rr 43.c92o•W i aw.en. 1 p ti ✓✓ O •e 1 ' - p U i n d,Z p de.e.11tn9 I i Z.E. ?_'-76.Ss 3.12�yt 0 Q 1-1 BOO s.ft I.•79 Ac.t74. i 1 N4°,r9 LL' 34 • 40 <<c./yR' r3 /tr`j/� ,3. -6E000E P•TUTTLE I N _ PLAtJ of � - (CENTERVILLE) - - a PREPAR9D FOR: , v C. G YlVq ay-w - GE-OP—GE: P. TUTTL6 y- . _ SCALE..[',-40'. fee+ JAuuA2..Y S,Igao L,q,V Cr.a • - -t• e '1 1 I CERTIFY THAT THISP q$`l+IgOE IN ' ... .- aN IS Qti- IDrOu of Lfsr 3 g6eoRDq NCE WITH 61 FDEEDS . - I. • n -. Sr u Iu Wu EOD :>91,R`c.E II nuD REGVlgT10N$EF IX� 1,19'IG. N URVEYO m . _ �or..n cnpe engin +�.or 1 wD....N IN rinN roor_Sao,.r+.reE.c, s x GVIL ENGINEER$ J oJ619ar. �E LAND 6RS AT. t R+e.(oq..YFlRMOUTM•M'g55. (�A;/GSA � m • . ARNP JgLq,R.L.S. A< cCS� vf I.(� �lL� I�S 1� t� � �f,.cc�f� G�CC.ev�-a� _ -1'� Town of Barnstable Regulatory Services Richard V. Scali,Director • Building Division BARNSTABI,E &UWSPABLB MAss. Paul Roma f '�MSM 16139-20 4 asrsrue Building Commissioner 55 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Meaghe r Construction, Inc 776 Main Street Osterville, MA 02655 ' Re: 491 Phinney's Lane, Ce erville application number T13-16-2831, TB-16-2832 Dear=T We have reviewed your application to demolish the existing structure and rebuild a single family home at the above referenced address. We are unable to issue you a permit as there is insufficient information regarding the legal status of this structure and lot. On October 18/2016 we requested information'regarding the structure that presently at the above location as well as information that this low was lawfully created. The information provided by Down Cape Engineering states the description of'windmill' was to differentiate this house from the other houses. The letter from Down Cape Engineering fails to establish that a single family home was H lawfully created on this property.. The ANR plan referenced by the engineer does not establish this lot is zoning compliant and as a result it is unknown if this was lawfully developed. Had this structure been accessory in use to an adjacent property, the lot size referenced on the ANR plan dated 3/4/1985 fails to meet the one acre zoning requirement at the time of creation. If you have additional information regarding this property to support your request, please supply such to this office so that we can move forward with your proposal. y Application number's B-16-2831, B-16-2832 RE: Your application for 491 Phinney's Lane WE NEED THE FOLLOWING: �Q kS`T[dv SKOCIOyu) 1 l • Prove this is a windmill? /NCottage? • Access coming from where? i • Why is it shown Lot 2 is accessed from lot 3 and not from Phinney's Lane�7 - • When was the lot was lawfully created? r . Bk • 1 14 16-1?3 331 1 r4 . . CAS-11 -199� � 12 . 26 I, GEORGE P. TUTTLE of Centerville, Massachusetts, for consideration paid and in r consideration of FORTY THOUSAND AND 00/100 ($40,000.00) DOLLARS , grant to DAVID L. TOPPIN,TRUSTEE OF WINDMILL REALTY TRUST under a Declaration of Trust dated May 11, 1999 and recorded herewith, of 611 Cedar Street,West Barnstable,MA 02668, with QUITCLAIM COVENANTS,the following described premises: The land together with the buildings and improvements thereon situated at 491 Phinney's Lane,Barnstable(Centerville), Barnstable County,Massachusetts shown as LOT 2 on a plan of land entitled "Plan of Land in(Centerville)Barnstable, Mass. Prepared for: George P. Tuttle' dated February 19, 1985, Scale: 1 p =49, drawn by Down Cape Engineering, Civil Engineers h Lan d Surveyors, Yarmouth, Mass. Recorded in the Barnstable Registry of Deeds in Plan Book 397 Page 11. For SELLERS'title see deed dated September 20, 1988 recorded in Barnstable Registry of Deeds in Book 6449,Page 267. 06� VPI r, x v) Re JOHN R AGBER,P.C. (aQ tip (J? ►w• aaa CD MAIM STREET f�1 cm, �N11 fry 9 m �+ .�Op R1 R7 0 �+ 067iAVlLIS.MA VD � N N • • • 5 h* yy F► a. W Q O O iC 02959-044 C)9 ►` 0 .riC Bk e 1 1413--174 33114 WITNESS my hand and seal thisA day of George P.Tuttle STATE OF ",17e- COUNTY OF ��/" 441 DATE: Then personally appeared the above-named George P. Tuttle and acknow), ki drthe'� oregoing to be his free act and deed,before me TARY PUB * :' y Commission Expires:el I BAR T NS ABIE REGISTRY OF DEEDS Consumer Assistance Council of Cape Cod- Contact Us Page 1 of 1 c ConsunmerAssstance Council.' Y Home About File Complaint ---,-"Resources Mediation Contact Us Frequently Asked Questions Contact Us How.To File a Complaint . Consumer Assistance Council 149 Main Street Hyannis,MA 02601 _ ' Complaint Mediation Phone: 508-771-0700 infoCalconsumercouncil.com f Outside Resource Links — Consumer Assistance Council_ (800)867-0701 or(508)771-0700 Fax(508)771-3011 email:info@consumercouncil.com http://www.consumercouncil.ccim/contact.html 10/18/2016 r �9 � �� � 1 � �01, �\� �o r�'" '� � � v �� f P. 1 Communication Result Report, ( Oct, 18. 2016 2: 29PM ) a � Date/Time ; OctAS. 2016 2:28PM File Page No.- Mode - D e s t i n a t i.on Pg (s) R e s u 1 t Not Sent 9964 Memory TX 915084280459 P. 1 OK a ------------------------------------------------------------------------------------- -------------- Reason for error , _ , E. 1) Hang up or line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. "E—mail size ' E. 6) Destination does not support IP-'Fax Application nuinb&s 11-16-2831,B-16-2832 n a RE:Xow application for 491 Phinney's Lane r WE NEED THE FOLLOWING: • Prove this is a windmill?/Cottage? Access coming from where? . • Why is it shown Lot 2 is accessed from lot 3 and not from Fhinney,s Lane? When was the lot was lawfully created? ' r E - I tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port , mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys October 19; 2016 Arne H.Ojala,P.E.,P.L.S. Andrew R.Garulay,R.L.A. Paul Roma; CBO structural design Building Commissioner, Town of Barnstable 200 Main Street site planning Hyannis,MA 02601 sewage system RE: #491 Phinneys Lane, Centerville,MA designs Dear Paul: + inspections In 1984 our firm was hired by George P. Tuttle to divide some of his property prior to a zoning change from 25,000 sf to 43,560 sfarea requirements. permits An ANR was endorsed March 4, 1985 showing 3, lois,recorded as PB 397 PG 11. Mr. Tuttle owned many dwellings, and we labeled the home on Lot 2 as"wind mill"to landscape differentiate it from the other houses. architecture It is our memory that Mr. Tuttle wanted it marked as such. As you can see in the attached picture the home has a turret that looks somewhat like a windmill,hence the description of the house. The"exist. bldg." on Lot 1 was also a dwelling, although not specifically labeled as such. We did not intend the labels to be anything more than names of buildings. -- Hopefully this is helpful in your understanding of the history of this matter. Please do not hesitate to contact me with any questions or comments. Very truly yours, r Daniel A. Ojala PLS,PE Down Cape Engineering, Inc. �,,.�ti. �,�,-�. � 1-u lam►o pC`� �g �016 T AWN OF BR�NS�AB�E Page 1 of 1 r 4 t - w ILI I 4 7�r ..,,SIP � �.. •.,�� _"n� � -• - #� C X 't Michael A.Dunning Christopher J.Kirrane Kevin M.Kirrane Susan Sard Tierney Elizabeth A.McNichols Jessica C.Sommer Dunning,Kirrane,McNichols+Garner,LLP Brian E Garner Patricia McCauley,of Counsel ATTORNEYS AT LAW November 8, 2016 --a Mr. Paul Roma, Building Commissioner ' Town of Barnstable ' -' „ 200 Main Street Hyannis, MA 02601 1 �� Re: 491 Phinney's Lane Centerville, Massachusetts Dear Commissioner Roma: I understand that my clients have been.in touch.with your-office regarding a proposed raze and replace project at the above-referenced address. In November 2006,.we represented Allen M. Morell and Patricia M. Morell, Trustees of the Good Shepherd Property Trust, in its acquisition of Lot 2 as shown on a plan of record dated February 19, 1985 prepared by Down Cape Engineering and recorded at the Barnstable County Registry of Deeds in Plan Book 397, Page 11 from Kim Woodbury, Trustee of the Lakeside Nominee Trust, a copy of the deed conveying title to the said Lot 2 and the plot plan prepared by Ferreira Engineering are attached hereto. At that time, Lot 2 was one of three developed ANR lots shown on said Plan, each containing a residential structure. That ANR Plan was prepared for George P. Tuttle in February, 1985 who together with his wife, Anne, were the owners of the property at that time. George and Anne deeded the Lot (#2) to George in September 1988. George then deeded the Lot to David L. Toppin, Trustee of Windmill Realty Trust in May 1998. Toppin, Trustee deeded the Lot to Kim Woodbury, Trustee of Lakeside Realty Trust who in turn deeded the Lot to my clients. Apparently some confusion has been created by the preparation of subsequent plan dated January 8, 1986, and recorded at Barnstable in Plan Book 451, Page 92. This Plan was of land adjacent to Lots 1 and 2 as shown on the previously referenced plan. That later Plan combined Lot 3 (as shown on the previous Plan) and another property owned by the Tuttles thereby creating two new developed Lots 4 and 5. We have confirmed with Down Cape Shellback Place 1 133 Rt 281 Box 560 TELEPHONE FACSIMILE a EMAIL WEBSITE Mashpee,Massachusetts 02649 [5081477 6500 [5081477 763 dunkir@dunningkirrane.com dunningkirrane.com 0 v nKv bQp O DI<N4&G Page 2 491 Phinney's Lane November 8, 2016 Engineering that because Lots 1 and 2 as shown on the Plan recorded at Plan Book 397, Page 11 were not part of that new survey, they were not specifically shown as separate lots on the 1986 Plan except to reference that adjoining land as being now or formerly owned by George P. Tuttle. To my knowledge, nothing has occurred since my clients acquired this separate and distinctly developed lot which would alter its status as a building lot. Should you require additional information please advise. Ve t 1 0 rY Y Y Kevin M. Kirrane KMK:amb Enclosures Cc: Mr. and Mrs. Allen Morell Shellback Place 133 Rt 281 Box 560 TELEPHONE FACSIMILE EMAIL WEBSITE Mashpee,Massachusetts 02649 [5081 477 6500 [5081 477 5697 dunkir@dunningkirrane.com dunningkirrane.com QUITCLAIM DEED I, KIM WOODBURY, Trustee of the LAKESIDE NOMINEE TRUST, under declaration of trust dated July 24,2002, recorded with the Barnstable County Registry of Deeds in Book 15399, Page 215, of 225 County Road, Lakeville Massachusetts, For consideration of ONE HUNDRED THOUSAND AND o0/100 ($100,000.00) PAID, grant to PATRICIA M. C-'-OC 9GLL ,Trustee of GOOD SHEPHERD PROPERTY TRUST, under a declaration of trust recorded herewith,_ of 3900 Bokel Drive, Chantilly,VA 20151 With Q UITCLAIM COVENANTS The land together with all buildings and improvements (if any)thereon located at 491 Phinney's Lane, Barnstable (Centerville), Barnstable County, Massachusetts 02632 more particularly described as follows:. Being shown as LOT 2 on a plan entitled"Plan of Land in (Centerville), Barnstable,Mass. prepared for George P. Tuttle," dated February 19, 1985 Scale 1" = 40', drawn by Down Cape Engineering, Civil Engineers Land Surveyors,Yarmouth, Mass.which plan is recorded with,Barnstable County Registry of Deeds in Plan Book 397, Page 11. Subject to restrictions, reservations, easements and covenants of record, insofar as the same are in force and applicable. For title reference see Book 15399,Page 221. The grantor herby certifies as follows: 1. I am the sole Trustee of the Lakeside Nominee Trust; 2. Said trust has not been altered, amended or revoked and is still in full force and effect; 3. All of the beneficiaries of the Lakeside Nominee Trust are of full age and legal capacity and none of the beneficiaries is a�corporation; 4. 1, as Trustee,have been directed by said beneficiaries to transfer the property at 49i Phinney's Lane, Barnstable(Centerville), Barnstable County, Massachusetts, for $1oo,000.00,the consideration recited in this deed. 1 - Executed as a sealed instrument this c Z� day of November, 2006. Lakeside Nominee Trust By: Kim Woodbury, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. November Q , 2006 Before me, the undersigned notary public, personally appeared Kim Woodbury, Trustee, proved to me through satisfactory evidence of identification, being (check whichever applies): ❑ or other state or federal governmental document bearing a photograph image, ❑ oath or of f irmation of a credible witness known to me who knows the above signatory, or e"my own personal knowledge of the identity of the signatory, to be the person whose name is signed above,and acknowledges to me that they signed the foregoing instrument voluntarily of her own free act and,deed, as Trustee of Lakeside Nominee Trust.. Notary Public: My Commission Expires: i1/2&/l D AFFIX SEAL HERE sue C.Britnell Notary Public Commonwealth 61 Massachusetts My Commission Expires November 26,2010 2 FILE.#MIP 40616 CENSUS TRACT# 128 CLIENT:.DUNNING&KIRRANE,LLP DEED BQOK 15399. PAGE. 221 OWNER:KIM.WOODBURY,TRUSTEE LAKESIDE NOMINEE.TRUST PLAN BOOK 397 PAGE I I LOT APPLICANT: ALL:EN M.MORELL,TRUSTEE.PA.TRiCIA M.MORELL GOOD SREPHERD PROPERTY'TRUST'ASSESSORS PLAN 230 PLOT 003 MORTGAGE INSPECTION PLAN OF LAND LOCATED'AT" 49I PfUNNEY'S LANE BARNSTABLE,NASSACHUSETTS ;SCALE: V'= 60' _. . :, November 14. 20G4 • � _ SHE �. 491 15V tcit pro.` 2 S.F 1 QD 37-1 Uc t r, PWNNF�Y'S LNE CERTIFY TO DUNNING&KIRRANE,LLP,AND ITS TITLE INSURANCE COMPANY,THAT THERE ARE NO:VISIBLE ENCROACHMENTS OR EASEMENTS'EXCEPT AS SHOWN AND THAT THIS PLAN WAS _. PREPARED UNDER MY'.IMMEDIATE SUPERVISION. THE`.LOCATION'OF THE DWELLING AS SHOWN HEREON IS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING BY-LAWS WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS. THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A,SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUNITY A 250001-0005C DATED 8/19/85 BY THE F.I.A: BWK PAGE N 0 Ul D r i C�\, m moo i rn _-1 D T N O m s c nID m'Lo o m m m 0 A z o f• m Z "Z ;,�Ewa a 3o, a IPm Nz a \ \ m Z I C � 00 1 -I - 0 ^' D 70-n r A D W m f Zr A.aP 10 mr m ya a �C zm mvD Y o i° �2. @6pG. G10 Do 333 0 Wn ZLZ L N Do. A '00m nmim0070 D n` n m A A +Dfm m g9 - mIA a anpN,i ooWw=(P qti ° 10 0.0 d��e £x a�so o 0 s �m.8 ~p9•d 9.36 4p•wr `` `•`1' ,1\ ��''••C� qQ yE SS n w P' N n'°N= -hf) ^_ - -" 42• m 1 m n n W W Wm w •ry 14B.49' 0_ Cpm N m532'2o'SSE °•52To3"14'E n 70 u F• fi -x ° —534.21°B'0 im T L DL D �foli J 37 oe (�Dp Z{ M N - N /�' ° S2o•Sa'1 y m i I�Z n-1 /` /•••_-__ _156.21 A :{I /F'Jm°� a'E -"•'1 L� . C m £i Z / LOo 48�3ab p. __ liIn vmiO N` E% °0 -I0 D r_� / MI$ - lam' !+ +FN gyp-{ a T \ + L mxx m �2o'wpda Iss.o� Vie'+L; a- m o m m 4n�9 A JT� >5�2o•5q.4a � z AZ �aI _ LANE£'� 139.13_- IAII D 10 3=p 0 spm NZ C N m x#84-I53 39T-i/ Michael A.Dunning Christopher J.Kirrane Kevin M.Kirrane Susan Sard Tierney " Elizabeth A.McNichols Jessica C.Sommer _ Dunning,Kirrane,McNichols.-Garner,LLP Brian F.Garner Patricia McGauley,of Counsel January 11, 2017 Mr. Paul Roma, Building.Commissioner Town of Barnstable 200 Main Street -3 Hyannis,MA 02601 Re: 491 Phinney's Lane Centerville, Massachusetts . Dear Commissioner. Roma: ' �J m On November 8, 2016) I corresponded with your office regarding my clients' property situated at 491 Phinneys Lane in Centerville. . . It-is-m-y-understanding-that-you=require-additional-infor-mation regarding-=-- - -- -- this premises and the.right to secure a building permit to raze and,replace the. existing residential structure on said premises. Byway of background, the parcel of land'having the address of 491 Phinneys Lane is shown as Lot 2 on a Plan recorded at the Barnstable County Registry. of Deeds in Plan Book 397, Page 11. The Lot was part of a three lot subdivision of a 333 acre parcel owned by Avilda M. Wilson and referenced in her Deed to George P. Tuttle and Anne T. Tuttle dated July 29, 1964. The.lots were legally created by this Plan endorsed by the Barnstable Planning Board on March 4, 1985 it what was at the time the RD=1 Zoriirig District which,required a lot size .of 20,000 square feet and 20' of frontage, provided the lot had sufficient width to accommodate a residential structure. At the time the lot was created there was a single family residential. structure situated thereon;-which was'referred to as the windmill on said plan. Said structure according to assessor's .records dates back to 1900. Shellback Place 1 133 Rt 281 Box 560 TFLE:PHr,NE FACS!NAILE =evtAi LvvE B sr.�. Mashpee,Massachusetts 02649 [5081 477 6500 [5081 477.7633 dunkir@dunningkirrane.com dunningkirrane.com - Page 2 491 Phinney's Lane January 11, 2017 Lot 1 as shown on that Plan also had a single family residential structure situated thereon: in September 1988,"George and Anne Tuttle conveyed Lot 1 to the Tuttle Family Trust., In May 1998 the-Tuttle Family Trust conveyed Lot 1 to the Lynnwood Realty Trust:" In February 2002 the Lynnwood Realty Trust conveyed the lot to Robert and Ethel Silverberg, who I believe still hold title to such lot: The-subject matter Lot 2 was deeded from George and Anne Tuttle to George Tuttle individually on September 20, 1988. On March 27i 1988, George Tuttle deeded said Lot 2 to the Windmill Realty Trust. •In July 2002 the Windmill Realty Trust deeded Lot 2 to the Lakeside Nominee-Trust and in November. 2006 the Lakeside Nominee Trust deeded Lot 2 to-the Good Shepherd Property.Trust, the current owner. As-such-,_the-r-ecor-d--r_eflects_that_Lots_l-and-2_as-sho_wn__on_Plan_r_eco.r_ded____- at Book 397,,Page 1.1 have been-held separately from each other since September 1988. I respectfully suggest that even if vacant, this Lot 2 would remain a;valid and,developedbuilding lot under the prbvisions. of the'Town's grandfathering provision. In addition,.due to the fact that these lots were already developed, with single family residential structures; I'm of the opinion that issues relating to'grandfathering would.not come into"play. However, in the invest of trying to provide sufficient information, I include the following. -Subsequent to the submission_of the plan referred to-above,-there-was.a zoning change which increased minimum lot sizes in all pertinent residential zoning districts to one acre. However, Section 240-91 (B) of the-Zoning By-Law makes it clear that such a change would not apply for a period of five years from the effective date of said change to a lot for single or two family-residential use provided: Shellback Place` 133 Rt 28'. Box 560IT E Mashpee,Massachusetts 02649 [5081 477 6500 [508]_477 5697 dunkir@dunnm' gkirrane.corn dunningkirrane.com Page 3 491 Phinney's Lane January 11, 2017 1) Not.more.than two adjoining'lots,held in common; 2) Lot contained 7,500 square feet and had the minimum amount of frontage required;' 3) Was recorded or, endorsed on a plan that conformed to zoning when legally created; 4) Conformed to applicable zoning requirements as of January 1, 1976. Furthermore Subsection C'of Section 240-91 •provides that such . protections became vested upon a sale or.trarisfer of the lot so,protected into - separate ownership or.building thereon ofa residence. In 1985 there was a similar grandfather clause which protected non- conforming lots held in common ownership for a period of 5 years from any subsequent zoning change provided.they-were shown on a Plan duly.recorded and approved or endorsed by the Planning Board, contained 7,500.feet and had the minimum required frontage and except as to area, frontage, width and _ depth conformed to other.,applicable zoning provisions. At that point the lots were also protected and developed. To our knowledge, there is no requirement that developed lots (single family) notwithstanding ownership would'have to beb combined. Given the lots were deeded out into separate ownership in 1988 (within' the five year period) and`further that there were residential buildings which had been long standing on said lots when.the lots were created, it is my belief' these-lots uali forr-reriovation raze and replace), buildin ermits ---- Given these lots were already developed with single family residential structures, they should not be viewed.as undeveloped non-conforming lots, when being considered'for a building permit. - Shellback Place' 133 Rt 281 Box 560 Mashpee,Massachusetts 02649 [5081 477 6500 [5081 477 5697 dunkir@dunningkirrane.com dunningkirrane.com Page 4 491 Phinney's Lane January 11,.2017 Section 240-91 (H) is clearly intended to afford certain protections to legally created non-conforming lots which have been improved by the construction of a single•or two family residence, irrespective of.ownership.. Complete demolition and replacement is authorized by right.or.by Special Permit based upon-the' criteria set forth in Subsections H(1) and H(3). 1 would-hope' that this correspondence is sufficient to support the . issuance of a demolition and reconstruction permit for this property. Thank you for your attention. ; Y Very truly:yours, r Kevin M. Kirrane Cc: Mr.,and Mrs. Allen Morell r Sliellback Place 133 Rc 28 l Box 56 Mashpee,Massachusetts 02649 [5081 477 6500 [5081 477 5697 dunkir@duiininglcirFane.com dunningkirrane.com W EQuggU®T N ZONING DIET. MCI-I NECErvEDE r..:ncll ExxO n LAKE MIN.LOT S—S 20,Ooo S.F. ' Mq• 3 }U 40 AN I s - - MIN.LOT WIDTH-IxS FT J C.B.{nd. MIN.SETBACKS: —V ` FRONT-30 FT. SIDE v 10 F \a akA •:.I...• f1 1 REAR I-FT CUS /• �F d LOCUS: P ✓ ,y .ASSESSORS MAP 230 P - ., - PARCEL lol J - .� C. 0. LOCATION MAP FOR REGISTRY USE _ - SCALB: I—P000 APPROVAL NOT REQUIRED P - BARMST BLE PLANNING BOARD GEORGE Q P. DATE ,f p TUTTL.S - .P's �4C23�113� I •. .. Q N CAwH Heels. ]00 Ps.iO� d 14 O U y �ry m N P�'N AP exlsilny � / ` 96.x s: ��'6.px.E-,• M�Z `7 _ {t{ Q f ON dui ellln9 / % ? I / o:.Bd- 9ruvel d:1 a-_PJ - � i O 23.409 S•$± '0/3 O1 d (5�3 �•r q�N x.60 Ae.A) %% __-N74.. tl - 13 0.p d� � b1dq. ``'�q•6as2s- ? ��S "•-�--/ � 1 1O zl,ss3 s•ft I ' me to P L A N O F L A ILl o }fJ Cw. 'r^2 CCENTERVILLE) 'q6/ �43• G BA2NSTABLE MASS• !w'd+b, sep'sa �c'•n} 35 jV PREPARED FOR: GE02GEr P. TUTTLE - �qY.193D SCALE:1��40 {!!+ FEBRUARY 1q,19e5 `ArvE 4elg I CERTIFYTHATTHIS PLAN WAS MADE IN - ACCORDANCE WITH REGISTRY OF DEEDS REGULATIONS EFFECbI •1,19'16. 1p - - wn cgpn enginaerinq Zb 19 2 • e - - CIVIL ENGINEERS GATE LAUD SURVEYORS m } R+n.6II_M2MoUTH,MASS. ARNE A,R.L.SS. ' i WEqug9usT_ 1/ ZONING OIST.a pD-1 �_--- '::'•IVr1;,`J.r.y-.' - LgKg L°T 31 E 4bi,54o fi.F. ' L°T WIDTH�I 9 PT. 11`.,� � S '25 PN r88 . 49 ' 610E � to FT. �\ � ��j'. + e" • ' Lo u3 c RagR� to Fr. � • d - LOCATION MAP 'l • 6Cq LE:1'�2000 - O _ �ey.,,p.ling 0,{- FOR. REGISTRY USE o � A - APP ROVgL NOT pEgVIpEO , ? Q '•W � /'�y � _�I q•P - • - � - - BARNSTAB LE PLANNING BOARD Qp y I� S/y�• OC ' I � DgrE•�.1911996 t i Fi°� }} 1 �.4ie Act ky nli-l" o' cup IL 4 - QP dwe luny / i/ m %• _ ?L s3��vE7s.es 1 m Q• 0p m 1.;9 Ac.'k / IINnr9'.� Ail F, I r qe' � C•'�9. /.3 i i/ • p3 6Co26E P.TLITTLE ' N - ' 'p F PLAN oR LAND. IN �\ ' 0 T(CENE2VILLe) CH3.�6e \ "1 BA2tJSTABLE MASS. PREPARED Fop: COI• �S•w ,/ Ge-o2GE P. TUTTLE k4" �+y v-�4s° SCALE:Iye 40' feel• JAu1.iA2.Y,iI Ig4ta Lq •-Y e I PMP a�e a Ieo 1F118 YLaIJ I6 A 23+OIVI OIOAI OF I.rJr I CERTIFY TNMTTHIS q �!IgpE IN '-' A'—'*" WIT" O FDE3D3 9"owu u L4u BmC.:�9T�Tte46 II,wD P.—Al DN6 EF _ 1 1 19'16. LOT 1 SA-IN FUiu b00 I IL 76o FA4E 4 F. (7' wn cape enginaerinq o, d� N CIVIL ENfi1Na EaS --OTgT15w� LAND fiURVEYDRfi E Roe.AI.•YgzMONTH i Mq 69. 4,a ARNF. .. JA,gI R.L.S. tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.0jala,P.E.,P.L.S. surveys October 19,2016 Ame H.0jala,P.E.,P.L.S. Andrew R.Garulay,R.L.A. structural design Paul Roma,CBO Building Commissioner, Town of Barnstable 200 Main Street site planning Hyannis,MA 02601 sewage system RE: #491 Phinneys Lane,Centerville,MA designs Dear Paul: inspections In 1984 our firm was hired by George P. Tuttle to divide some of his property prior to a zoning change from 25,000 sf to 43,560 sf area requirements. permits An ANR was endorsed March 4, 1985 showing 3 lots,recorded as PB 397 PG 11. Mr. Tuttle owned many dwellings,and we labeled the home on Lot 2 as"wind mill"to landscape differentiate it from the other houses. architecture It is our memory that Mr.Tuttle wanted it marked as such'. As you can see in the attached picture the home has a turret that looks somewhat like a windmill,hence the description of the house. The"exist. bldg."on Lot 1 was also a dwelling, although not specifically.labeled as such. We did not intend the labels to be anything more than names of buildings. Hopefully this is helpful in your understanding of the history of this matter. Please do not hesitate to contact me with any questions or comments. Very truly yours, Daniel A. Ojala PLS,PE � P-1 Down Cape Engineering, Inc. �u�� i1 �-&c PZc;p - - - -- - - •_ OWN OF 13A��`�TABLE Page 1 of 1 li., r td i y '4,• � 1ya. 1 dt81. .4 key i'I�/ . 9"'e � ���.1��1�(�j��r� ,fl �l�Jr�Ft4` ��5�. �ya������•� »1......', � f .all :a� , R N ,F�t 7a�1 1_ �G' �n�.,NiS Z0„�•�'F ����/k U:S� ��a �• IC r 1�."�1} slltli �� � ggf��. �V� p��° � •b �t,C r f +td'tlr F k ffS ° � 1 - •. •. 't�� �;� IMeU I r @1 .",y .r. � 1 v����A ,�,�r�: .�. ' RA t. �� i••^'�......, ��� � S.w+s '1'r•"'n..' 1 ,� Sim,i�r^_w �iy ,.L�'' ry�y� k '/.•'+i-:i�w, eG ,;Y y i�lWr aC w. ._• .. � � �^^Y�,u �a� �.,�,.Av.*`"3 r +:'t'@.d ±p M f� M MFt�� i t �a�• ,� �,�`i fA wf•'�i79dL'♦ +.-.� " ,sz 'k,e.:_y ^: ..*"mµ�, ,{ ��' y "�..w' ,s «ny,r »'"•rtr „.n.r..3y` 6"'t "y ,,awi9`q "7 mA* ,.;•'+...,M1rF in mv:,+.&,;th�r 4Mh `vM. +^ „, y .. .. ',s"'9 ,` '':.y a ..P,., s 'nyy _ A .i^ t+is'-" .4 4�wx i;:.:'� i',y=; iIN" Pr :l 't"}': iw 'u aiR �r'1ya"r�sq."S' 'e' r r, ..J r ,w.1.1]' !.4w7"'k�} "w'",""" ,ry a:;:... F a'n;::•,lF'1+wa a,:_�°" t *re'.� r "v`rr�r :,�,r a.;;' � i•, *ti'° * xf�Fr� ,ISM: drt..i d,a,..., i 47 '-a �-Y r ,.mom - � 4�,Y"T�'�'°'• Y ate,_ l �sS^f •yam �. �° ,° ���� -.O ' � r"Y' ,-;� - ��'� w •',." ,✓ � „w,..,,�aolr,�•,M,�r y�lya��"�` :1, a '• e fj '• """. '�P', y„..,, r '~ f r w R,a�� i.. e 1 r� Tµ PTn `+�' .M,. '' '�.;oll, J� , i t �, N..i°h * o•kr M a `i iil. , g n ^' � � n pro.. • , H,rk ,.�:" ;. ;r.a rv, " -•w r k Bk 21567 P'961 g74.4.43 ` 1 1-3�-2C►+C�6 � �1 s�?� DECLARATION OF TRUST , OF GOOD SHEPHERD PROPERTY TRUST 1. The undersigned hereby declares that Patricla M. Morell and her successors in trust (herein called 'Trustees") will hold any and all property that may be transferred to them as Trustees hereunder for the sole benefit of the persons hereinafter called the beneficiaries whose names are set forth in a Schedule of Beneficial Interests signed by the Trustees in proportions therein set forth. The trust established hereunder shall be known as Good Shepherd Property Trust. 2. The Trustees shall hold the principal of this trust and receive the income therefrom for the benefit of the beneficiaries, and shall pay over the principal and income pursuant to the directions of the beneficiaries and, in the absence of such direction shall pay the income to the beneficiaries, in proportion to their respective interests, at least yearly. Always subject to the discretion of the beneficiaries (and as to such discretion.a certificate of the Trustees delivered pursuant to Paragraph 6 shall be conclusive), the Trustees shall have full power and authority to_ borrow money and execute and deliver notes or other evidence of such borrowing and Lto sell, convey, assign or mortgage or otherwise dispose of all or pa rt rt of the-trust t property; o I ease or sublease all or any part thereof by one or more leases for a term or terms which may extend beyond the date of any possible termination of the trust property; to acquire property and leasehold interests in property; to construct, alter, add to or demolish m i sh any building, structure, or other item of property (real or personal) constituting a part of the trust property; and to do-all other acts or other things which an owner of real property may do. Provided, that the Trustee shall not be required to take any action so directed by the beneficiaries which will in the opinion of the Trustees involve them in any personal liability unless first indemnified to the satisfaction of the Trustees and further provided that the duties of the Trustees in case of termination of the trust, . as provided below, shall not be subject to the contrary direction by the beneficiaries. 3. The trust may be terminated at any time by the Trustees by notice in writing to the beneficiaries; and the trust shall terminate in any event twenty years after the death of the last survivor of the Trustees hereinbelow named or of the beneficiaries and the children of the beneficiaries living on the date hereof. In case of any such termination, the Trustees shall transfer and convey the entire trust estate free and discharged of trusts, Bk 21567.• Pg -62 #74443 but subject to any leases, mortgages, contracts, or other encumbrances on the trust estate, to the beneficiaries as tenants in common in proportion to their respective interests. 4. The Trustees hereunder may resign by written instrument signed and acknowledged by such Trustees and recorded in the Barnstable County Registry of Deeds. Succeeding or additional Trustees may be appointed or removed by majority vote of the beneficiaries, and in case of an appointment, the acceptance in writing by the Trustee or Trustees appointed, shall be so recorded. Upon the appointment of any succeeding or additional Trustee, the title to the trust estate shall thereupon and without the necessity of any conveyance, be vested in said succeeding or additional Trustee jointly with the existing Trustee or Trustees, if any. Any succeeding or additional Trustee shall have all the rights, powers, authority and privileges as if named as an original Trustee hereunder. No Trustee shall be required to furnish bond. This Declaration of Trust may be amended from time to time by an instrument in writing by the then Trustees hereunder and by all the beneficiaries and acknowledged by one or more of them provided in each case that the instrument or amendment or a certificate of any Trustee setting forth the terms of such amendment shall be recorded. 5. No Trustees hereunder shall be liable for anything done or omitted to be done by him in good faith, but shall be responsible only for his own willful breach of trust, and not for the acts receipts, neglects or defaults of any other Trustee, or of any person employed by him, or of any bank, trust company, broker or other person with whom or into whose hands any monies or other thing of value may be deposited or come, nor_ for any defect in title of any property acquired. The Trustees hereunder shall be entitled to indemnity out of the assets of the Trust against,any liability incurred in the execution of the terms and provisions hereof. 6. No license of.Court shall be requisite to the validity of any transaction entered into by the Trustees, and the Trustees shall have full power and authority to execute all deeds, notes, mortgages, leases, contracts and other instruments necessary or proper, per, to carry such transactions into effect. No purchaser or the lender shall be under any liability to see to the application of the purchase money or of any money, or property loaned or delivered to the trustees or to see that the terms and condition s of t his..trust have been complied with. Every instrument -executed by a person who according to the records In said place of recording appears to be a Trustee hereunder shall be conclusive evidence in favor of every person relying thereon or claiming thereunder . v ' t Bk 21567: Pg '63 #74443 that at the time of the delivery thereof this Trust is in full force and effect and that the Trustees were duly directed by the beneficiaries to execute and deliver the same. Any person dealing with the trust property or the Trustees may always rely on a certificate signed by the persons appearing from the aforesaid records in said place of recording to be Trustees. hereunder as to whether or not this Declaration of Trust has been terminated, as to who are the beneficiaries hereunder, or as to the existence or nonexistence of any fact or facts which constitute conditions precedent to acts by the Trustees or are in any other manner germane to the affairs of the trust. 7. Except to the extent provided in Section 5, no act or omission of the Trustees, and no instrument executed by the Trustees, or any of them, shall create or impose on the Trustees any personal liability. 8. The Trustees shall have the power to enter into any agreement with one or more agents whereunder such agents may establish one or more bank accounts for the purpose of collecting, disbursing and/or investing funds of the trust. 9. The term 'Trustee"when used in this instrument shall include both the singular and the plural where the.context so permits and shall mean the Trustees from time to time in office; pronouns in the masculine shall include the feminine and the neuter where the context so permits. All documents executed pursuant hereto shall require the signature of all the Trustees then in office. EXECUTED,as a sealed instrument this 2-1-4daY of November, 2006. Patricia M. Morell Bk 21567 . Pg 64 #74443 COMMONWEALTH OF MASSACHUSETfS Barnstable, ss On this day of November, 2006, before me, the undersigned notary public personally appeared Patricia M. Morell and n=z=t��toctory evidence of identification, which was be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. No' ta u is M Commission Expires: �! _r .7.-sy Y p KEVIN M. KIRRANE NOTARY PUBLIC Commonwealth of Massachusetts My Commiss'on EnpINS Nov 13,2009 - - BARNSTABLE CUU�6T':' -- i RE t T-Y OF DEEDS A TRUE Copy,AT ES; BARNSTABLE REGISTRY OF DEEDS [ q F. hEADE, EGIS+EF? S ` 9k 21567 Ps-65 ' '74444 1 1-30---2006 01 .7.7. QUITCLAIM DEED I,KIM WOODBURY,Trustee of the LAKESIDE NOMINEE TRUST, under declaration of trust dated Ju ly y 24,2002,recorded with the Barnstable County Registry of Deeds in Book 15399,Page 215,of 225 County Road, ' Lakeville,Massachusetts, For consideration of ONE HUNDRED THOUSAND AND oo/ioo($100,000.00) PAID, grant to PATRICIA.M. KW` C LL,Trustee of GOOD SHEPHERD PROPERTY TRUST, under a declaration of trust recorded herewith,of 3900 Bokel Drive,Chantilly,VA 20151 With QUITCLAIM COVENANTS The land together with all buildings and improvements(if any)thereon located at 491 Phinney's Lane,Barnstable(Centerville),Barnstable County, Massachusetts o2632 more particularly described as follows: Being shown as LOT 2 on a plan entitled"Plan of Land in(Centerville), Barnstable,Mass.prepared for George.P.Tuttle,"dated February i9,1985 Scale i"=40',drawn by Down Cape Engineering,Civil Engineers Land Surveyors,Yarmouth,Mass,which plan is recorded with Barnstable County Registry of Deeds in Plan Book 397,Page 11. Subject to restrictions,reservations,easements and covenants.of record,insofar as the same are in force and applicable. For title reference see Book 15399,Page 221. The grantor herby certifies as follows: 1. I am the sole Trustee of the Lakeside Nominee Trust; 2. Said trust has not been altered,amended or revoked and is still in full force and effect; 3. All of the beneficiaries of the Lakeside Nominee Trust are of full age and legal capacity and none of the beneficiaries is a corporation; 4. 1, as Trustee,have been directed by said beneficiaries to transfer the property at 491 Phinney's Lane, Barnstable(Centerville), Barnstable County,Massachusetts,for$100,000.00,the consideration recited in this deed. ' MASSACHUSETTS STATE EXCISE TAX' BARNSTABLE COUNTY REGISTRY OF DEEDS 00"00010 T$ :su03 00"87i$ :aaj Cate: 11-30-2006 1 01:57pm74 - f�4�t :g�oq 001 :4140Doclv: wdLS:TO @ 900t-0£-I1 :axpa Fee: $342.00 Cons: $10OP000a00 80330;JO ANISI938 AiN11031-WISNSV9 XVI 3SI3X3 AINA03 3101SN09 I' ` Bk 21567 Pg .66 #74444 z • Executed as a sealed instrument this day of November, 2006. Lakeside Nominee Trust By: Kim Woodbury,Trustee COMMONWEALTH OF M.ASSACHUSETTS Barnstable,ss. November , 2006 Before me, the undersigned notary public, personally appeared'Kim Woodbury, Trustee, proved to me through satisfactory evidence of identification, being (check whichever applies): o or other state or federal governmental document bearing a Photograph image, ❑ oath or affirmation of a credible witness known to me who knows the above signatory, or e'my own personal knowledge of the identity of the signatory,to be the person whose name is signed above, and acknowledges to me that they signed the foregoing instrument voluntarily of her own'ftee act and deed,'as Trustee of Lakeside Nominee Trust. Notary Public: My Commission Expires: jj/;-&/`0 AFFIX SEAL HERE Sue C.Brftnall a ;: .....:.. Notary Public Ot,......�: - commonwealth of Mossochusetts •';MKohMp'' My Commission Expires • .J ••`+ November 26,2010 Vim 3AP LIE: -FREGISIRY O DEEDS sk i i"Op Yt�,A-117ES3• { jOHPJ r.Ik�,EADE,REGISTER 2 BARNSTABLE.REGISTRY OF DEEDS aooK6449 N11GE 267 53683 ' QUITCLAIM DEED We, George. P. Tuttle and Anne T. Tuttle of the Town of Barnstable, Barnstable County, Massachusetts in consideration of $10.00 •tfvn t Grant to George P. Tuttle of the Town of Barnstable, Barnstable County, Massachusetts yea Phinneyij La-,x� GCntervi//e,Mf! Oa63a I' with quitclaim covenants the land in Centerville, in the Town of Barnstable, Mas- sachusetts, bounded and described as follows; Beginning at a point on the northerly right-of-way line of Phinney's Lane at the southeast panhandle corner being the south- west corner of Lot 1 and S 80 degrees 58135" W a distance of 162.43 feet from the intersection of the northerly right-of-way line of Phinney's Lane with westerly right-of-way line of Loomis Lane. THENCE N 09 degrees 36140" W along the westerly, line of Lot 1 a distance of 138.64 feet; THENCE N 74 degrees 48028" E along the northerly line of Lot 1 a distance of 132.44 feet to the westerly right-of-way line of Loomis Lane; THENCE N 20 degrees 54148" W along said road line 155.00 feet; THENCE S 70 degrees 53132" W by other land of Grantor and lot 3 a distance of 123.12 feet; THENCE S 09 degrees 36140" E along the easterly line of lot„3 a distance of 282.99 feet to the _northerly right-of-way line of - Phinney's Lane; THENCE N 80 degrees 58'35" E along said road line 20.00 feet to the point of Beginning and containing,23,409 square feet more or less. Being Lot 2 as shown on a plan by Down Cape Engineering, Inc. dated February 19, 1985 and recorded in Book 397 Page it of .the Barnstable County Plan records. For Grantor's title see the deed from Avilda M. Wilson dated July 29, 1964 and recorded in the Barnstable County Registry of Deeds { in Book 1260 Page 407. Eaecut as a sealed instrument this (1 7- day of "�v+ � , 1988. George P. Tuttle K�rrG V _ Anne T. Tuttle THE COMMONWEALTH OF MASSACHUSETTS i Barnstable, ss. - *�'� � , 1988 Then personally appeared' the- above named George P. Tuttle +'� ;''SUS,'•.. and Anne T. Tuttle and acknowledged the foregoing instrument t ' 'Y't•, r be their free act and deed', Before me r •,•.:r _Wary 6�4 MyytCommission Expires s RECL'"N 0 SEP 22 88 • the C'ounnonwealth o,f Massachuse is Department of Industsaal Accidents Office of Investigations SQO Washington.Street Boston,MA 02111 n.,m nrassgm,1dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricianst'Plumbers ApplicaBt Information A Please Print Le 'hl�' Name(Bus¢nessiOrg�anizaa¢ionlfna Address: �?� `�- City/Stat&Zip: skzkx�l� � � phone,49-. L O(1 t4— r C) Are you an employer?Check the appropriate box: Tproject re am a general contractor and } of 9�d)= . 1_® I am a employer with � 4_ ❑ I g • employees(full and/or part-time.).* have:hired the sub-contractors 6- ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ 7. ❑Remodeling ship and have no employees These sub-contractors halve g. rV Demolition %.L6 ' . :working forme in any capacity. employees and have wodcers' jNo workms'comp_insurance comp_insurance_ 3 4_ Building addition required.] 5. ❑ We,are a corporation and its 10.❑Electrical repairs or additions 1❑ I am a homeowner doing'all work officers have exercised their 11_❑Plumbing repair or additions myself[No.workers'romp. right of exemption per NIGL 12❑Roof repairs . insurance required_]= c_ 152,§1(4),and we have no employees-[No workers'. 13_❑Other comp.insurance required.] •Any applicam that checks box;El must also fill ow the section below showing ffieir workers'compensatiaupolicy information Homeowners who submit this aSd nit indicating they are doing all wwk and then hire outside contactors must submit a new affidavit iadlca�such =Contracmrs that check this sax must attached an additional sheet showing the tame of the sub-can trazters-and state whether or not those entities bxve etpioyees. If the sub-coatnicmrs have employees,tier must pm dde their workras'comp.policy number_ I am an errrploy,"Cleat is pror`ding stsorkers'couTer[sadoit insurance for nt en� Below is the poll ,and job site in foririafior� 1 Insurance Company Name: zc)cam. 10 � - Policy 4 or Self ins.Lic._,4,:L001, S00 SC® (1(4 ac 1 Expiration Date: a Job Site rlddreas: �ilby S LcC. � City/State/Zip: �l—C�.IL L� Attach a copy of the workers'compensation policy declaration page(shoving the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL.c_ 152 can Head to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year impriso=mt,as well as chril 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do lreiehy certtfr under the sand penalties of erjerrt at the i forniation provided a e ire avid correct Sienature: Date: O� Phone#: U(IS Offleial use only. Do not write in this area,to be completed bt city or torten officiai City or Town: PermitUcense# Issuing Authority(circle one): 1.hoard of Health ?.Building Department 3.City/Iown Clerk 4.Electrical Luspector S.Plumbing Inspector 6.Other ` Contact Person: Phone#- Client#: 16665 2MEAGHERCO ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE122/2D/Y 062212016 ' 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. . IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8r O'Neil Insurance Ag HEN ><t:508 775-1620 FAX 973 lyannough Rd,PO Box 1990 (A/C N E A/C,No): 5087781218 E-MIL Hyannis,MA 02601 ADDRESS: 508 775-1620 INSURERS)AFFORDING COVERAGE NAIC tx INSURER A:Associated Employers Insurance INSURED INSURER B Meagher Construction Inc. Timothy Meagher INSURERC: 776 Main Street INSURER D Osterville,MA 02655 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . ' INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY - - • EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED - PREMISES Ea occurrence $ - CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY D JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per a AUTOS AUTOS accident) $ NON-OWNED - PeOraER cci t AMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _4 EXCESS LIAB CLAIMS-MADE .¢ ..r AGGREGATE $ DED I RETENTION$ - $ - A WORKERS COMPENSATION WCC50050054422016A D612312016 06123/2017 X I WC STATU-. OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $100 000 ' OFFICERIMEMBER EXCLUDED? F NI N/A (Mandatory in NH) - - E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 ' . 3 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. - CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS: 200 Main Street ` Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE r ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are,registered marks of ACORD ? #S172454/M172453 LS1 1. --- - — -1 �- , �. - � E �i Usae Wayiunz�zufeaItl,1.o,(64 �aLc/i,oeCC _ , 'L�cense or regrstratron va!►d�,Nindrutdul use only " � Office of Consum1.er Affairs&. Business Regulation ` before the expir9tron dateIf found raft n to OME IMPROVEMENT CONTRACTORf g0ffice of Consumer Affairs arnd4Busmess Regulition 1 ' eg.strau {162938 Type - i0ParkaP— . " a51.70 e' - I4 t _ Expiration 4/27/2047 DBA Y �Boston,lklA 0l + 6 ,;< � MEAGHER BROTHERS CEO STRUCTION p 1 � Y �, ; iw� , MICHAEL MEAGHER-JR ref^. �rj , 1K i � a ..�1.:5 ., ' t..' �''. rsr egg • .�« - 97 EMERALDIN `- {, . , , cx -- E - ,, g` Not v wi ouYsignature Y. ,i i , MARSTONSMILL MA 02648 Uodersecretarq, ' y , f -11 i - -11 I y _ _ r. 16 ,,- Yi. Y Unrestricted-Budmgs�of any use group which: 1. 3 J Massachusetts Department of Public Safety `' contain less than 3'S,000 cubic feet(991'.m )of ,r B1.oard of Building Regislatiorss and Standards enclIN, Iosed sp , e. Construction Supery or ` 1 1. r.6 1. i License;CS-102260 , �,:. ,� MICHAEL S ME A, `H1.ER= `�`ter6. 2 %s - 97 EMERALD LATE Maistons Mills ba OZG41Ilia� Failure top Tess a current edition of the Massachusetts `, stale Br.uilding Code is cause_for revocation of this license. m • r ` Mass.Gov/DPS 1:r For pps Licensing information visit w7 t ��,,,,,&1 . �6.. 6. 1. Exp�ra'tion Commissioner. 11/05/2016 a` _ { �4 B „ - _ .i .: ..::. _. -:. 4 4 ' I - . e ... ,. _.,:,.:. 4 y 1 . - ` It •, . L rt .. - .. .. - .. .:'.:' .,...'. , . - - - ;t. « .. . . , - f y . , - v '� f t 247 Station Drive E ". C Westwood,Massachusetts 02090 ENERGY t July 18, 2016 Patricia Morell 35 Loomis Ln Centerville, Ma 02632 RE: 491 Phinneys Ln Centerville, Ma 02632 Dear Ms. Morell: At Eversource, we're committed to delivering great service:, This letter serves as.confirmation that, as of July 18, 2016, the:electric service to 491 Phinneys Ln. Centerville, has been removed. r, Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions; please contact me at (888) 633-3797. n r. r ' 3 f El ric es Support Center - a x BAMSTABLE. bt Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner - 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 . Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, ��c' b er of the subjectproperty —', J hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) . R ` _2---oI (D Signature of Own D e Print Name tf Property Owner.is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. ` C:\Users\Deeollik\AppData\Loca]\Microsoft\Windows\Temporary Intemetfiles\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 - - A WC Gidde to Wood Cotistrrsction in High Wiizd Ar e _. IY� Massachusetts Checklist for C'®try 1B�Ilce l7 0 mplt Wi�id Zone r, s1:e�1 - ip ( 80 CM.R 5301.2..1.1.) 1.1 SCOPE Q Check Wind Speed(3-sec.gust)................ Compliance Wind Exposure Cate .................................................. . .............................. m Wl 1.2 APPLICABILITY ......."""""' Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stone < Roof Pitch Mean Roof Height .....:........... (Fig 2) .................... :(.rz P� s _2 stories Building Width,W ..........................................(Fig .?1.. 4. <�,f7-:5 12:12 �— ........................................................(Fig 3)...................:.. Building Length, L ..........................._..)-ft _<33' ...:............................................ " .... .......................................................... �; Building Aspect Ratio(L/W (Fig 3)............................................ �'�ft Nominal Heightattest p ............................................... 5 80' of T pening2 (Fig 4).................................................lr <.3 .......(Fig 4 �". :1:............................................... g<6,8 1.3 FRAMING CONNECTIONS t General compliance with framing connections...........:. ......(Table 2)........:......................2.1 FOUNDATION •................•-•-••......... y Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....:. Concrete Masonry . .......... .... .......................... 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..:.. - Bolt Spacingfrom " .........(Table 4) y end/joint of plate ...........:................... ....... �in. Bolt E .............................(Fig 5) ........ Embedment-concrete................. ........................... ------- in.<s„-12- 801t Embedment (Fig 5 —mason ( g ).................................+F' ......d in.>_7" Plate Washer........... ry............................. ....:.. .(Fig 5)..........:........... 3.1 FLOORS .................................................(Fig 5)....... ................................... in. "x „ Floor framing member spans checked _ Maximum Floor Opening Dimension....... """"(per 780 CMR Chapter 55)......................... Full Height (Fig6 ght Wall Studs at Floor �•�•�•"'""'"•"'oor ODenings less than 2'from Ext ) )....... '•""..... '(Q ft:5 12' Maximum Floor Joist Setbacks crier Wall(Fig 6 ........... Supporting Loadbearing Walls or Shearwall_---.. . maximum cantilevered Floor Joists (Fig "" Supporting Loadbearing Walls or Shearwall.................(Fig 8). Floor Bracing at Endwalls..........................: ....................-ft <_d .: Floor Sheathing Type (Fig s)......... ... ........................... (per 780 CMR Cha ter 55 " ..`.. Floor Sheathing Thickness........... ....p ).........:............ .j ... � Floor Sheathing Fastening :(Der 780 CR Chapter 55)..............:..... { in: (Table 2). d nails at in edge/ � 9 �m field 4.1 WALLS Wall Height Loadbearing walls .............................:........:............... (Fig 10 and Table 5 Non-Loadbearing walls r!� � )........................... .ft <.10 ....... -•••••••••••••.-.-•.........(Fig 10 and Table 5) ft 20' Wall Stud Spacing """"""-•..... • -` ....................................................:...(Fig 10 and Table 5)...................��in.s 24"o.c. � Wall Story Offsets .................:......................................(Figs 7&8):..................................... in.=ft <d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls. (Table 5)..............................2x {o Q ......... ....... .. Non-Loadbearing walls........ alls.. - ft in. +f •.. ........(Table 5)........:.....................2x�- l�ft�in: rf Gable End Wall Bracing.' Full Height Endwall Studs-------------------------------------------(Fig 10).............................................. .r ................... _ WSP Attic Floor Length................................................(Fig 11)........... ...........,...... ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................................=ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)..................................: .. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ..:.............. ...::.................... .......(Fig 13 and Table 6)..............:..................:. ft Splice Connection.(no.of 16d common nails)..............(Table 6)..........................................:.............. C A WC Guide to Wood Construction in High Wind Areas: 110 jnph Wind Zone Massachusetts Checldist for Compliance (7s0 CMR 530'1.2.1.1)i Loadbearing Wall Connections Lateral(no.of 16d common nails). (Tables 7)....:................................................ Z_ Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)................................:................:..... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans . ........................................................(Table 9).................................. 1 ft a_ in.<11, sod SillPlate Spans ........................................................(Table 9).................................. 3 ft Z? in.<- 11' . Full Height Studs (no.of studs)..:.................................(Table 9)....................................:.................. . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.................:.........:.................................(Table 9).................................. ft 0 in._<12'- a� SillPlate Spans...........................................................(Table 9)............:..................... ft -R- in.s 12„ Full Height Studs(no.of studs).................:............... (Table 9)............... — a a/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W t Nominal Height of Tallest OpeningZ 7.-(o <6 g., Sheathing Type..............................................(note 4)................................:...............' ew Edge Nail Spacing....................:....................(Table 10 or note 4 if less)...:.................... 4- 'in. ✓f Field Nail Spacing..........:...............................(Table 10)................................................. 12- in. d Shear Connection (no.of 16d common nails)(Table 10)........................................................ trp Percent Full-Height Sheathing.......................(Table 10)...........................:......................... % �. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....0_° ., a Maximum Building Dimension,L _ a Nominal Height of Tallest Opening ..............................................................:. .... 9<68" Sheathing Type..............................................(note 4)...............:................... ........... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ °. `in. �! Field Nail Spacing..........................................(Table 11).................................................�in. V Shear Connection (no.of 16d common nails)(Table 11)...................................... . cam_ Percent Full-Height Sheathing......................(Table 11)............................................ . .....'( _ Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..............In. Ratedfor Wind Speed?.............................................................. ..................... 5.1 ROOFS Roof framing member spans checked?.........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..................................................:(Figure 19) ............ ft<_smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...:....................... .. U= elplf Lateral.............................................(Table 12)..............................................L=4 plf ✓ Shear........:.....................................(Table 12)............................... ....S=�plf V Ridge Strap Connections,if collar ties not used per page 21... (Table 13)........................ ......T=11 a plf ✓ Gable Rake Outlooker............................:.............(Figure 20) .............4-1 ft<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 14).:..........................................U=4V lb. Lateral(no.of 16d common nails)...(Table 14).................. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)....................... ............ - Roof Sheathing Thickness.......:............ ... .........................................5/9 in. z 7/16"WSP Ve Roof SheathingFastening ' g.......... ..........:.................... (Table 2)....................................:.................... i Notes: , 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps.and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 ' b. 20 Gage Straps per Figure 11 + c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. e A WC Guide to Wood Construction in High Wind Arens: 110 inph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1..a.)1 Uj �e r - ¢Za r xa t r Fiis f I IL - r � 36 FRAAgING MEMBERS r r EDGE 94TERMEDIAT£ Z -- ^--^0 STAGGERED T 1.-J*MK, ' NAIL PATTERN `PANEL PANEL EDGE DOUBLE NAIL EDGESPACWG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment A PVC Guide to ff ood Construction in High Wind Areas: 1.10,nph 'Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: _ L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall,be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment •-WHEN THIS EDGE RE73TS ON 42� FOAMING USESd NAILS AT6" c n n 1 11 a rl 1 _ Y W • .. 11 it 11 1 11 , 11 1 l I I O f1 - r f•� 1 , Il 11 1r 11 It 'a • 11 d ii it m t co 4 Ir li n Ir g 1 f Ir D ii ti IL lyy 1•I r ' +t .7� 11 11Q r 11 a It rr Y7 1 w II d it .. Il I 1 11 11 I... i r 11 11 1 111 At It 11 t 1 NAILSPACWG 1 ' PANEt_ d S v See Dstall on Next Page Vertical and Horizontal]Nailing for Panel Attachment LOCUS MAP Project bF MoKtLL CO I Ak"!W� -El t di . MORELL Cottage FIr ;f. ,,� , 'j�l C r �• 4. 491 PHINNEYS g d Centerville, MA IOI -- � NOTES: • O All notes an this yto,drawing ere t1.ypical end loo• dinuappla lonslsholl take precadence�tlitlons. Errors or discrepancies on details erebe broughtto theentlon of \G✓, of the heGSDeseslg Group Inm before the work or materials have eather been �� O O These d commenced,and or p mh prop ert These tlrewings am the property of the GSDeslgn Group Inc.&specifically prepared for the owner of this project at this site site and are not to be duplicatetl or used In part or Whole for any other purpose, ' - G project location or owner without the , express written consent of the - -' GSDeslgn Group,Ina - - GRAPHIC SYMBOLS DRAWING SYMBOLS ABBREVIATIONS DRAWING:INDEX ARCHITECTURAL DRAWINGS: • L SYMBOLS used as abbreviations• FIN face of finish - - COLUMN'GRID PNT 'paint (ad) � !�w 1-� /-+ T ,- EARTH - FIN finish (ed l PNL panel. - GS Design L�TOup Inc. /•� '`L angle FF finished floor T1.1 COVER.SHEET,DRAWING INDEX • 1 A 1-�Column Or;Grid Number _ i PAR: paper towel.dispenser 15 Onset Ave. � centerline � FA fire alarm� 2 PAR .parallel A0.1 SITE PLAN PROJECT DATA C channel FEC fire extinguisher cabinet p 0 round FHC fire hose cabinet S PVMT pavement P. .Box 1253 p• _. PERIM perimeter A1.0 BASEMENT FLOOR PLAN Onset,MA02532 -o'• CRAVE COMP. FILL DETAILS FP •fireproof - o� U ABBREVIATIONS: (ing) PLAS plasterel 508.295.2952 aPp'moo z Detail Show FID floor m Al.A11 FIRST FLOOR PLAN • - - A6 Drawing Shown On FD floor drain PLAM �plastic laminate - - (Only If NOT Some Dwg.) AFF above finished floor FLUOR fluorescent PL plate t, A1.2 SECOND PLAN . ` AC acoustical FTG footingPPLLWD - plywood e ROCK/LEDGE . . ACT acoustical.the FIND foundtion ` pressur treated A4.1 EXTERIOR ELEVATIONS re _1 SECTION ADJ adjacent FBO, furnished by other; A4.2 EXTERIOR ELEVATIONS s - Section Number ADJT adjustable FUR furred (ing) �€` 'QT .quarry the A5.1 BUILDING SECTION ALT alternate Drawing Shown On ALUM alum num tv ANC anchor, anchorage GQ gage, gauge ^�-..' REF reference _ - n CONCRETE AB anchor bolt9 GALV galvanized REFR refridgerator S0:1 FOUNDATION&FRAMING.PLANS - FFF��� ASPH asphalt GL glass, glazing2 REIN reinforce (d) AND DETAILS - - GB grab bar RES resilient - - - WALL TYPES BSMT basement_ GO grade RA return air GYP S1.1 NOTES AND FRAMING PLANS earing 9YPsum t REV• revision (s), revised `S1.2 FRAMING PLANS BRG b BRICK RH right hand , BET below HDWD hardwood �®/ D Detail Number -" R riser f V , BET between r Issued For, BIT bituminous. HDWR hardware RD roof drain S KE-DETE WE - I CONCRETE BLOCK - BD board - _j- HDR heavy rduty RM room _ REV. ISSUE DATE 1. RFG DOOR NUMBER HD' heavy height t 9 opening RO rough o coin BOT bottom 9 t Z 6�/ . Door Number BRK brick _HM hollow metal a zAot Letter Used IfMore Than BLDG building HOR horizontal t SCH schedule BA - One Door Into Space. t SEC section RNSTABLE BUIL� G DEPT. DATE STONE - SHT sheet WINDOW TYPE CAB cabinet INCL include (d), (ing) CPT carpet (ad) ID inside diameter SIM similar CB catch basin 'INS insulate d, (ion Sc solid core - STEEL O�Window.Type' O ) SQ square CLG ceiling INT . .interior t Large Scale CEM cement - INTM,.. intermediate' !'. STL steel SS less steel FIRE DEPARTMENT - - �CER ceramic 'DATE - CEILING HEIGHTS INV invert4, STIR structural - Small Seale CT ceramic file - SUSP suspended BOTH`'fNATURESARE REQUIRED FOR PERMITING CIR circle P • tt' s Finish Ceiling Elevations •JT joint �.� SYM symmetry -cal - - Co circumference 1 Y rY (i ) FINISHED WOOD CO cleanout I SYS system -- , NOTATIONS CLR clear (ance)A- KO knockout COL column , COMB combination LBL label CODE COMPLIANCE , PERMIT ROUGH WOOD a - Notation Reference Number COMP compress (ad). (ion), (ible) LAB laboratory t lephone laborato TEL e Dimensional (Demolition Note) - TV - television - _ CONC concrete LAV lavatory Lumber Only DETAIL �� • 'CMU concrete masonry.unit LH left hand THK thick (ness) TITLE PAGE TPD toilet paper dispenser CONST construction L length d P P P CONT continuous -LT light ":1 T&G _tongue and groove .. t Enlarged Detail Area s TOG to of concrete ALL WORK SHALL CONFORM TO CURRENT BUILDING BLOCKING CJ control joint LW light weight " P Detail, CTR � counter L.C.C. lend coated copper' TOS top,of steel CODES,FEDERAL,STATE AND LOCAL CODE REQUIREMENTS, Drawing Shown-On CRS course TOW top of wall LAWS AND ORDINANCES. Misc. sized Wood ,` T tread MH manhole TRTD treated' -COMPLIANCE WITH CURRENT VERSIONS OF THE FOLLOWING EQUIPMENT DTP depressed - MAS masonry 9 TYP typical, DTL detail MO masonry opening tt tyP CODES AND AGENCIES ARE REQUIRED: - PLYWOOD O - Equipment Reference Number DIAG diagonal MAX maximum " UC undercut + 'Large Scale _ DIA diameter MECH mechanical LINO unless noted otherwise DIM dimension MED medium '1- IBRC-International Residential Building Code Drawing Title: - Small Scale DR door UR urinal , NORTH ARROW - - DH double hung MTL metal IEBC-IntemaUonaFExisting Building Code - _ g MIN minimum t VB vapor'barrier IECC-International Energy Conservation Code True North DWR drawer MIR mirror VNR veneer '� PARTICLE BOARD DWG drawing MISC miscellaneous - VERT vertical IMC-International Mechanical Code Drawn By. Checked By. z� DW dishwasher, MILD molding VCT Vinyl compositionIFC-International Fire Code y Plan North (Project Reference) 9 y file MTD mount (ad) VIF verify in field EF each face 780 CMR-MA Amendments to the IBC File Name: Stole: ® GLASS ELEC electric (of) NAT natural 527 CMR-MA fire prevention and electrical regulations Large Scale EWC electric water cooler NOM nominal WH wall hung 521 CMR-MA accessibility regulations Small Scale REVISIONS EL elevation WC water closet Dote: 9�23�16 !- ELEV elevator NIC not in contract 248 CMR-MA plumbing regulations NTS not to scale WP waterproof (ing) 524 CMR-MA elevator regulations t ENCL enclosure 9 Revision Location EQ a ual WWM welded wire mesh GYPSUM BOARD - a - W width,wide - Sheet Number: EXH exhaust CC on center (s) WIN window D - , EXG existing - OPG opening WC wire glass STATE OF MASSACHUSETTS BUILDING CODE Bth EDITION EXP exposed DPP opposite yyp without BARNSTABLE COUNTY AND TOWN OF BARSTABLE T101 EXP exterior OD outside diameter ® ALUMINUM CA OH overhead r Project MORELL 1 - Cottage SITE PLAN REF: ► 491 PHINNEYS INFORMATION TAKEN FROM SURVEYED PLAN 1 Centerville, MA JUNE 32009 SEPTIC DESIGN DAVID C.THULIN,PE,PLS 1 EAST SANDWICH MA 02537 1 PLAN REF: PLAN BOOK 397 PAGE 11 r+o7es. t� All notes on this drawing are ryplcaI and { 1 T apply equally to all compareble contlillons. \ Err". 1 di snail take precetlenre. PLAN DATE: FEBRUARY 19, 1985 \ W dimensions rsshal takesec PLAN DATE JANUARY 8,'1986 of the are tob brought to the attention Q the the or ma Group I a before �1 '1 1 58 a _ commenced materials uth. ther been .. p rchas d DATEOF SURVEY APRIL 1,2009 1 1 ^ These drawings are the property of the 1 1 M GSDeslgn Group,Inc.&specifically prepared LOT:AREA:23,409+1-SF 1 / for the owner of this project at this site site and ere not to be duplieatetl or used O In part or whole far any other purpose, . 1 1 project location or owner without the express wdttan consent of the m. GSDeslgn Group,Inc. • � LOT 1 ' N 70`5 b2 E 35 — EXISTS ' COTTAGE DEMOLISH 30 { I 1 D BOX a -GS Design'Group Inc. 1 . 215 Onset Ave. \ P.O.Sox 1200 . ,: _, �_g7••IC Onset,MA0253 Tel 50 52 1 I , �a-o•.i c1 l��— Im G I I.tO EXISTG. C1 1 ' LEACHING FE� 1 1 IZ ato 1 1 to LOT 2 ' I LOT 3 N1 1 ' - 49.1_ o 483 `r i , $i Issued For 1 - PROPOSED _ .DRIVEWAY 16 I REV. ISSUE DATE -; S 74 48 28' W 1 1 r 132.44 1 , t 1 ; LOT 4 I Q 1 F•� 1 _ 1_ 499 _ ' r PERMIT y SITE PLAN Iall I 519 1 1 I i ,rn 1 1 I I I 1 1 Drawing Title: Drawn By. Checked B . I w o 1 20.00 File Name: Scale: AS NOTED I S 80'59'30' W Date: 9/23/16 PHINNEYS LANE Sheet Number: A001 T Project MORELL Cottage 491 PHINNEYS ----------------------------I Centerville, MA I I NOTES: .. All notes on this drawing ere typical and apply equally to ell dompereble conditions. , dimensions shell take precedence. Ewom cr discrepancies an _ detags are to be brought to the attention ' I - of the GSDeslgn Group Inc.before the work or materials have Bather been { I commenced,and or purchased .' These drawings are the property of the - - .. GSDeslgn Group,Inc.&specifically prepared * I for the owner of this project at this site I site eaand am not to n or whole for d. tests or used In p y other purpose, project location or owner without the express written consent of the GSDeslgn Group,Ina - I • GS Design Group Inc. 215 Onset Ave. P.O.Box 1200 —7 I - Onset,MA 02532 Tel 508.295.2952 ----- r ----- 1 BASEMENT Issued For N iV REV. ISSUE DATE o 'v ` p b o p PERMIT BASEMENT FLOOR 5-8 z-8 f I I PLAN Drawing Title: L—————— - -- Drown By. Checked By. File Name: Scale: AS NOTED Date: 9/23/16 Sheet Number: 1. Basement Floor Plan -Al ■o Scale: 1/4---V-0' • - - Project 29'_6. _ 14'-11' 14'-7• - M® RELL N--=-------------- ------------------ ----- ----� Cottage I 491 PHINNEYS I Ex,os I Centerville, MA o I PORCH N I 21'-7' I p ' I I NOTES: All 9uallY to eg ctung am ble conditions. I dlmeneor di shell take pmcedenee. Errors or dlscrepanctes on details are to be brought to the attention I Q ON I at the GSDesign Group Inc.before - the work or materials have eather been i.t I commenced,and or purchased _6wa32o — i- _ 7 EF. N LS, I These drawings are The property of the GS l the owner of specifically pared his project ct at site 0 pia. e and a I— I N Impart ar whole frs not ora Y otlherte or used purpose, 6�1� tb10 project locetn or owner without the express consent of the GSDesign Group,il— to 108 Ina. CHEN '0 R N2 2 3_6. 32 ` DW - N 6y 3 I �� 2 EX707 I 105 ®® PORCH 1 V) GARAGE 2/6x6 B fYF I N I GS Design Group Inc. O .0 I 4-6 _V-1 215 Onset Ave. - IBox � 1200 • I -w/ Onset,MA 02532 v I „ 104 j I Tel 508.295.2952" I 1 TILE dl �m 0 I o BATH DINING '0r 1-03-1TILE r ? I - IBATH ----------J V-O 2 5'-O' _ to "•IN 2/6x6/8 _ SUI- IN . Issued•for M a REV. ISSUE DATE" 1 m j - ry lot I Ge S FIRE MASTER I 14ti71 6U L In a a ,o I N PERMIT EX101 - FIRST FLOOR PORCH PLAN ROOM Drawing Title: 29'-6' Drawn By. Checked By. File Name: Scale: AS NOTED j� Date: 9/23/16 ' First floor Plan r lan _ Sheet Number: . hm .. • Scale• 1/411_ir_oIr Al A a - - Project .. MORELL Cottage 491 PHINNEYS Centerville, MA NOTES: All notes on this drawing ere tYPlcai and .. apply equally to eS comparable conditions. • - - dimensions shall take precedence. + Errors or discrepancies an - r details are to be brought to the attention • - of the GSDeslgn Group Ina.before ' - - the work or materials have Bather been commenced,and or purchased —•———————— ————————— - These drawings are the property of the GSDeslgn Group Ina&specifically prepared for the owner of this project at this site site and are not to be duplicated or used In part or whole to any other purpose, - - - prolect location or owner withoutthe - - express written consent of the , I GSDeslgn Group,Inc. gB 'R OOM o �� V �N to 1 IN to GS Design Group Inc. 2 3'-6' m 10'- M 2 215 Onset Ave. , _ N P.O.Box 1200 i _ 0 Onset,MA 02532 ~ - v Tel 508.295.2952 it Cref1N � N I D Issued For N - a N 0 REV. ISSUE DATE co S p 6: 0- m 5WRO M ^' N PERMIT iV SECOND FLOOR ' rO. FULLY ADHERED ROOFING MEMBRANE PLAN SYSTEM ON :W P.T. PLYWOOD SHEATHING Qb 2X P.T.SLEEPER WITH BOTTOMS KERFED _ TO MATCH ROOF SLOPE. PROVIDE SLIP SHEET BETWEEN SLEEPER a MEMBRANE , 1X DECKING. GC PROVIDE SCUPPER FOR .DRAINAGE Drawing Title: Drawn Bjr. Checked By. r-W 7'-6' File Name: Scale: AS NOTED 13'-2• Date: 9/23/16 - 16 O ' - - Sheet Number: 1 Second floor Plan A2m Scale. JI' —I-0 • r Project NOTE: .. ALL EXTERIOR TRIM, BRACKETS, MORELL ' MOLDINGS,ETC., SHALL BE KOMA ALL - , EXPOSED SURFACE SHALL RECEIVE(1) ROOF CONSTRUCTION• COAT MFR. RECOMMENDED PRIMER AND •40 YR ASPHALT ARCH SHINGLES - (1) COAT SHERMAN WILLIAMS DURATION - •iF30 FELT PAPER ON - -SERIES OR EQUAL LATEX PAINT.ALL - •Va EXTERIOR PLYWOOD SHEATHING ON cottage JOINTS AND ADJOING PARALLEL •2X'WOOD RAFTERS(SEE SURFACES TOUCHING TO BE GLUED W/ STRUCTURAL DRAWINGS) - MFR APPROVED 2 PART EPDXY - - •R49 INSULATION CLOSED CELL ON " GLUE/WELD ALL NAIL HOLES TO BE - - •1XT WOOD STRAPPING®46'O/C ON 491 PHINNEYS FILLED W/'BOND AND FILL'TRIM STICK PVC PUTTY OR EQUAL.. . •Y'BLUE BD SKIM COAT PLASTER Centerville, MA norEs: •T-TYPICAL. WALL CONSTRUCITON: . GENERAL NOTE: •WHITE CEDAR SHINGLES(TO MATCH EXISTING,PRE-DIPPED IN BLE All lye ueil to all comparablepconeiuons. ime equally r ' ALL WINDOWS AND DOORS TO BE � •TYVEK HOMEWRAP ON � dimensions shall take precedence. INTEGRITY WOOD ULTREX SERIES IIfD6065 - Errors or discrepancies on ULTRE SIX OUTDE-PAINTED WOOD - •y'GDX PLYWD _ details are to be brought to theiattention . •2X6'WOOD STUDS®16'O/C R21 ON• of the GSDeslgn Group Inc.before INSIDE PVC GIVE ALT.PRICING FOR' _ ANDERSON'A'SERIES, CASING 1X4 W/ •Y'BLUE BD SKIM COAT PLASTER common a matadors haveasther been commenced,and or purchased BAND MOLDING t£APPLIED SUSSILL NON IMPACT GLASS AND - These drawings are the property of the - CORRELATING NUMBERED PLYWD - GSDeslgn Group,Inc.&specifically prepared for the owner of this project at this site ^ BARRIER PANELS - _ - - - site and are not to be duplicated or used In part or whole for any other purpose, _ ———— — ——_— — —_— —— -`\ —____—_—_.—_—__ _ project location or owner without the IT=T7ITIT7_!T!T11_I1TrTFTr11:IFT1lexpress written consent of the GSDeslgn Group,Ina' , IIIIIIIII ® +. a c� [IIFD]' CUSTOM PIC ITDH304 IIDH30 i7 GS Design Group Inc; JUIILI 215 Onset Ave.' - - - --- .. ---- ------------ -- - P.O.Box1200 Onset,MA 02532 _ - - Tel .2 Building Elevation SOR.295 952 1 Scale: 1/4"=1'-0'f Issued-For - t: REV. ISSUE DATE 10_11 IFE11 r IAWN3327 IAWN3327 .. IAWN3327 all ITDH3252 , TDH3252 ITDH3252 , PERMIT -_ -- - - --- - -------- ------------------- ------ BUILDING --- — — -----------------------� • - `.ELEVATIONS. Drawing Title: ITDH3046 IIDH ` ' ' ICA2139 ICA2139 Drawn By. Checked By. ` File Name: • Scale: AS NOTED' ------ --------------- -- - ----- ------ ------ Date:- 9/23/16 .. Sheet Number: 2 Building Elevation Scale: 1/4"=1'-0" A40 Project MORELL Cottage 491 PHINNEYS ------=---= =--- - - —-—-— —-—-—- ------ Centerville, MA . NOTES: - ` apply equally to ell comparable conditions. ITDH3660 dimensions shell take precedence. Errors or discrepancies an details ere to be brought to the attention _ 1111 11 1111 11 lilt 11 of the GSDesign Group Inc.before - the work or materials have eather been - commenced,and or purchased These drawings ere the property of the ——————— —————————— GSDesign Group,Inc.&specifically prepared �-——————-' for the owner o/Ihls pm,..et this site —_—_—_ _—_—___—_--.---____—_—_—_—_ sheet or whole for any otherpurpse, —————————— _ In part or whole for any other purpose, - project location or owner without the _ - • express written consent of the GSDesign Group,Ina. . II]III If lilt 11 111111 111111 1-1 LJLJLJ f .. - .. ------ -—-—-—-—-— GS Design Group Inc. 215 Onset Ave. ' P.O.Box 1200 .Onset,MA 02532 Tel 508..295.2952 h 1 Building Elevation - Scale: 1/4"=1'-0" Issued For REV. ISSUE DATE 'PERMIT -=-------------=-----------=------------- BUILDING' — -------------------------------------------- ELEVATIONS III IIIIIIIIIHIIIIIII Hill IIIII It lilt HIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIE31IT11 11 if ii till if fill if lilt it if Drawing Title: ITDH3660 Drawn By. Checked By. File Name: Scale: AS NOTED IiIIIIII—- Date: 9/23/16 Sheet Number: 2 Building Elevation Scale: 1/4"=1'-0" A41 . .. Project STRAP RIDGE MSTA 22 MORELL (2) 200 RIDGE LAP SEAMS 36' I Cottage MINMINUM. STRAP W/ MSTA 18" ® 16' O.G. AND ENDS. ALTERNATE SIDES 491 PHINNEYS _ _ _ TOP OF RIDGE Centerville, MA — — — — — -ROOF CONSTRUCTION: — — — — PROPOSED CENTER DORMER •40 YR ASPHALT ARCH SHINGLES BOTH FLUSH AND INSET 12" .#30 FELT PAPER ON NOTES: + SHOWN. RUN 2n8 THRU TO DEEP / / \ •%B,EXTERIOR PLYWOOD SHEATHING ON I All notes anthis i occmpe eeie lc'lCon an s RIDGE 12 /. \ •2X" WOOD RAFTERS (SEE o� al enslons shall take precedence. 5 7/8 r \ Errors or discrepancies on N STRUCTURAL DRAWINGS) details are to be brought to the attention \ •R49 INSULATION CLOSED CELL ON I of the GSDeslgn Group Inc.before • / / the work kor andol It... been \ •1XT WOOD STRAPPING ® 16' O/C ON I purchased as \ — •y' BLUE BD SKIM COAT PLASTER These drawings are the property of the _ - GSDeslgn Group,Inc:&specifically prepared — — — — — — — — — — for the owner of this project at this site •TYPICAL EXTERIOR WALL site and arenot to be duplicated or used In part or w oils I I \ o rrowner without thepurpose,any O projecti ationo • \ C NSTRUCITON: I eXpress wdden consent of the I' \ •WHITE CEDAR SHINGLES GSDeslgn Group,Ina. \' PRE-DIPPED 1N BLEACHING OIL) \ ON-.TYVEK HOMEWRAP ON %"CDX , 4 \ _ _ PLY_WD 266'_WOOD _STUDS o_ 16' 0 I _ - - - - - - 15 — - - - - O/C R21 ON to •Y" BLUE BD SKIM COAT PLASTER 0i 1 GS Design Group Inc. 215 Onset Ave. _ TOP OF SUB FIR P.O.sox 1200 — — — — — — - — ELEV.= 00.00 — Onset,MA 02532 _ Tel 508.295.2952 LOCO T-O" u dN II ON c II rn t JIssued For REV. ISSUE DATE I TOP OF SUB FUR_ j ELEV.= 00.00 0 f I PERMIT °' VXV 0 h o `BUILDING. SECTION & DETAILS Drawing Title: _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - BOT FOOT'G Drawn By. Checked By. ELEV.= 00.00 - AS NOTED File Name: Scale: ee Bu ilding•ldin Section I Date: 9/23/16 Scale:3/8n n Sheet Number: ' 1 V-0 A5ml , _ Project - -. • .. 5/Bn18' ANCHOR BOLT PROJECT (2) RECE59t 2n2n1/2' PLATE WASHER S'NUT, CUT FLUSH W/ MORELL (2)2.8 BAND 14'-11' 14'-T l 7'-O' 1J' 20' BIG FOOT OR=W/ 8' SONO _ 1-82 -.9-72 3-T TUBE, BOTTOM:FOOTING 48' SECOW GRADE, ASSUME TOP Cottage 1-0. O FLUSH W/ FRAME �o 491 PHINNEYS Centerville, MA GARAGE SLAB(LOW) 99.33 (2)STEP FOOTING UP TO e TOP 6x6x3/8' ANGLE iv FOR NOMINAL 4'WALL uil� P I Q DOUBLE RIM JOIST ON TOP GARAGE 2' LEDGE 99.512 O WINDOWS OPENING OVER � : NOTES: - I(] 'm 2'xB'P.T.SILL PLATE TOP OF GARAGE SILL SEALER All notes on this drawing are typical and WALL 100.00 " 21'-7' I io s R-90 NSt1L apply equally toatl comparableconditions. ® I I • FLASH711G dimensions shall take precedence. ® TOP tx FOUImAMON Errore or discrepancies on TOP OF GARAGE -10�' I deta5a are to be brought to the attention • I FOOTING 96.917 I I - — I 1 GRADE _ _ R of the GSDesIgn.G up Inc.before [� EXT.AIR 10•CONCRETE r the work or materials have eather been W M. ® ® ® ® TOTAL 1.54 RIGID INSULATION.TYPE 2 menced,and purchased e -= VAPOR .RRIER 1r O.C.x VERT. These d in sate the ,IN I ® I IJ I ( • - - GSDesi n Group, specificallyoP�T the SUP I NAdED TO FOla1DATIOM 'tot the owner o/thla rD act at this Slte Q. I WATERPROOF'MEMBRANE _ N2'SLUE Bw INT.AIR 9 P�Inc.rt tthisprepared UNDER FINISHED GROUND LEVFL _ project I o.6B site entl are not to be tlu licated or used ' - ON Ia o I I IN I I CAONCRREETE ANGLERS))) In part orwholetoranyotherpurposs, ® I - Ill _P e t - I i ' _ JOPIT SPJaLED project location or owner wlthoutthe I� I I 2-.S'CONT.AT TOP AND express written consent ofthe SOT.OF THE FOUNDATION .006'POLYETHYLENE GSDeslgn Group,Inc. I D WALL AN f • ` 'IN 'TOP OF WALL`99.604 - WMDOws OPENING CRUS ED sTOI��rn) - I I PITCH SLAB IT I ®. LEDGE GRADE ® 98.70 e - 0 W I HOUSE FOOTING 90.979 .I iDP tx FoottNc (2)STEP FOOTING UPI- - N TO FOR NOMINAL 4' WALL U'0 " Q IW..D'D,• �'I 4'.CONCRETE SLAB W/! - iN 8• J to ', 6n6 46x1.6 W.W.M. I .. s-us'CONT. - - IO J I I I - I .5.16.O.C. - F �-' _GARAGE SLAB(HIGH)99.50 Foundation Wall all TYP. Scale: 1"=1'-0 -GS Design Group-Inc.215 Onset Ave. . - O - - - - - - - T P OF WALL::99.812 I I Im - - P.O.Box 200 - v 19 1 0 7x BEAM POCKET x 6 4/2'DEEP I e I. - I - Onset,MA 02532 q - . - `- I - (3Ii 1 a/4X9 Y2 E1.9 LVL GIRT I _ Tel 508.295.2952 } ( e I J - I 7'_O,.FRAME' - _--- -- o 30.30.44-FOOTING,TYP 6'-105q' 1'' to a 3.1/2 LALLEY COLUMN,TYP - . I a I ® TOP OF.DECK 00.00 AR UND STEEFEIL vavl=R . . otND s _ I TOP OF WALL 99.812 AR Ti=E�-Posy LEDGE GRADE 098.70 FRA ewodK. e PROVIDE.5/8'X 18' ANCHOR " I BOLTS WITH 3'X 3' X�1/4'_ , 1 n ISEE FOUNDATKJH PLAN) _ PLATE WASHERS SPACED 2'-8"O.C.10'FROM CORNERS ry I e 4' CONCRETE SLAB W/ `; _ ( (TYP.) PROJECT 2 4/2' a Issued For ,6.6 1.6x1.6 W.W.M. n. ; I h.� REV. ISSUE - DATE I .. .AND FOOTNG BEAM POST e I A I B I A �.v CONT. POUNDATION 1r5.16'O.C. ® I I ® I O COL.Footing Scale:None I ® I 14-r TO EDGE GIRT A B2 13'-T I ALL — — - - - - - - - ® L PERMIT ® DOOR BEYOND — - - 2 Nr%2 1/r STEEL 5/8x18'ANCHOR BOLT PROJECT ANGLE WrTH ANCHOR FOUNDATION I. .. I B'. RECESS 2n2a1/2'PLATE - - O I I WASHER a NUT,CUT FLUSH W/ P STONE OR CLAM 51•�LL SLOPE SLAB.VB'.i12gTYPJ PLAN. T I I (2)2a8 BAND - ' - 24'BIG,FOOT OR -W/10'SONO �'A—X— TUBE. BOTTOM FOOTING 4W BELOW GRADE.ASSUME TOP 1 FLUSH W/FRAME e Drawing Title: 2-.W DOWELS 1 1a-B'44-4 Drawn By. Checked By. 2�5'CANT. File Name: Scale: AS NOTED - 29-6' ° _ BOT OF FDOT'G Date: 9/23/16 . - I I ElEY.=00.00• ro• J Sheet Number: 1 Foundation Plan O Footing Det: Scale: 1"=11-oft Scale: 1/,Vl=11-Off S001 NOTES C HANGER&TIE NAILING SCHEDULE Project I C J P./CONDITION ' TABLE REFERS TO WOOD FRAME CONSTRUCTION MANUAL(WFCM)1 10 MPH EXPOSURE B NO. MFR. TY MODEL TOP FACE SIDE, MEMBER NOTES: H1 SIMPSON 1ST FLOOR 230 TJI TO SILL 1TS2.31/41.88 4-10D 2-400 SILL ANCHOR BOLTS • MORELL- (1)CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED,CHECK IBC FOR H2 230 TJI TO LVL U52.37/44.88 40-10D SDS1/4.3,(3)ROWS,EACH SIDE 24'O.C.9 ENDS (3)91 7/8,LVL TYP - ADDITIONAL REQUIREMENTS.- - H3 1ST FLOOR 350 TJI TO SILL ITS3.56/11.88 4-10D 2-400 Cottage - (2)1ST FLOOR PALTE BOLT TO SILL W/(21 1/4x3 1/2"SDS @ 24"O.C.STAGGERED NOTE IF H4 350 TO TO LVL US3.56/11.88 12-101) SOS1/4.3,(3)ROWS,EACH SIDE 24-O.C.9 ENDS SILLS NOT THRU BOLTED USE THIS SDS @ 24"O.C.STAGGERED 45 (2)LVL 11 7/8 TO HEADER IUS3.56/41.88 42-401) ` TOP PLATE TO BOTTOM.2ND FLOOR SHOE TO RIM JOIST(1)16D EACH BAY(16"O.C.) 491 PHIN N EYS 46 (1)LVL 41 7/0 TO HEADER U54.56/11.88 12-40D (3)SEE GARAGE EVE DETAIL S1.3 FOR PLYWOOD LAYOUT&SPECIAL NAILING • 47 1PORCH CEILING TO LEDGER Lu B 8-10D 6-1oD.1 vz Centerville,.MA NAILS..UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. 78 PORCH CEILING TO LVL LU 8- 6-16D 4-16D SDS4/4.3, 2 ROWS EACH SIDE 24'O.CA ENDS 4/2 LVL TYP BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR 49 RAFTERaCJ TO PLATE HOUSE 8-100' 8-100.1 4/2 GREATER LENGTH OT THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED..- H10 RAFTER GARAGE H MRAFTERS H2.5 5-8D 5-80 - UNLESS OTHERWISE PROHIBITED. - 41 RIDGE STRAPS HOUSE(2)LVL IMSTA24 46-I0D - 1 NOTES: x 12 RIDGE STRAPS HOUSE/GARAGE MSTA18 44-IOD All notes on this drawing are typlcal end apply equally to all comparable conditions. dimensions shall take precedence. Errata or discrepancies on details are to be brought to the attention ' of the GSDeslgn Group Inc.before - the work or materials have Bather been commenced,and or purchased These drawings are the property of the GSDeslgn Group,Ine.6 speclgcally preparetl for the owner of this project at this site FRAMING.TIMBER CONSTRUCTION NOTES. site and are not to be duplicated or used In part or whole for any other purpose, 1.TIMBER CONSTRUCTION SHALL CONFORM TO IBC-INTERNATIONAL BUILDING CODE,8TH.EDITION COMMONWEALTH OF. project location express oration oaonsent o fthoutthe r own the MASSACHUSETTS BUILDING CODE,"BUILDING GSDeslgn Group,[sc. _ 2.FRAMING SHALLHAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE MODULUS OF ELASTICITY SHALL BE A MINIMUM _ • OF 1.400.000 PSI. 3.LAMINATED VENEER LUMBER BEAMS SHALL HAVE AMINIMUM ALLOWABLE BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICITY OF 1,900.000 PSI UNLESS NOTED OTHERWISE 4.TIMBER,FOR STRUCTURAL USE SHALL HAVE•A-MOISTURE CONTENT OF 15%. - 5.TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING,AND MOISTURE ABSORPTION FROM SNOW OR RAIN. R GS Design Group Inc. 6.JOISTS SPANNING OVER 8'MUST HAVE CROSS BRIDGING AT NO MORE THAN 8'O.C. 2 40' LVLco N 215 Onset Ave. 7. WOOD FRAME CONSTRUCTION MANUAL,2008 ED.110 MPH WINDS-EXPOSURE B. - - - P.O:Box 1200 - J - Onset,MA 02532 > Tel 508.295.2952 c N TABLE 2. GENERAL NAILING SCHEDULE: . 2 10• LVL JOINT DESCRIPTION NUMBER OF NUMBER OF. ROOF FRAMING - COMMON'NAILS BOX NAILS NAIL SPACING - - -• Issued For BLOCKING TO RAFTER(TOE-NAILED) 2-8dr 2-1Od EACH END REV. ISSUE DATE • 2-16d 3-16d EACH EN D O TO RAFTER.END-NAILED RIM BOARD ( ) N WALL FRAMING;SEE 2 BELOW• - • _ TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d ' AT JOINTS N STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. • - t? - - HEADERTOHEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES. _FLOOR FRAMING FRAMING - JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED)(FIGURE 14) 4-8d 4-1Od PER JOIST BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-6d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED)" _ - 3-16d 4-16d - EACH JOIST - JOIST ON LEDGER TO BEAM(TOE-NAILED) - 3-8d 3-1Od PER JOIST BAND JOIST TO JOIST(END-NAILED)(FIGURE 14)- 3-16d 4-16d PER JOIST , BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED)(FIGURE 14) • 2-16d 3-16d .PER FOOT PERMIT ROOF SHEATHING - 40'L _ WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 6"EDGE/6"FIELD A 1e 2 6" O. FOUNDATIONRAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS WITHOUT GABLE OVERHANG 8d 10d W EDGE/6"FIELD PLANS -GABLE ENDWALL RAKE OR RAKE TRUSS WITH STRUCTURAL OUTLOOKERS 8d. 10d 6"EDGE/6",FIELD GABLE ENDWALL RAKE OR RAKE TRUSS WITH LOOKOUT BLOCKS 8d 10d 4"EDGE14"FIELD r CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS = 7"EDGE/10"FIELD WALL SHEATHING - WOOD STRUCTURAL PANELS Drawing Title: - STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD Y2"AND 25A2"FIBERBOARD PANELS 8d(1) - 3"EDGE/6"FIELD Y2"GYPSUM WALLBOARD 5d COOLERS - 7"EDGE/10"FIELD First F'f1OOr Framing Drawn By. Checked B . FLOOR SHEATHING AS NOTED WOOD STRUCTURAL PANELS 1 File Name: Scale: ' 1"OR LESS � 8d 10d 6"EDGE/1-2"FIELD � Scale:3/16"=1'-0" Date: s GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD I /23/16 + I Sheet Number: r Simi , 1 C14" k-5 Y. :. r { r lgr.(, 0/¢n/ I;z -� a P', 3 a, so ---------------- �14- i9�� yS1.92 - � - o. LOT WIDKH 125 FT - S ti.sETeA� s: mil/ �\ \ e 1 u PH 88' . • FRONT=30 FT. \ ,;� 0/ LOCATION MAP `/. '� I p FOR REGISTRY VSE .a - SCALE: I•.2oo0' - qo0 —'l C 3e ��. V d ,.152•yN o0 E UI . ' • _ APPROVq L. NOT REQUIRED - Q, m -III S'•'9. � _ - , BARNSTgB LE PLgN NING BOARD F m s la'9 . I .... DHTE/iLq...�Ig9�s I _ /° f�0 3�9•Q�� .. �4R.bacJ•. -3- O ads i9op e• _ - r Oil m - •5 . . /1Q' es•s4ilny � ��9G¢�•3 3�•Er� :,p d,:2 .. Z.O,_ 5 312 cY 0 Q U E OOo n y 7 10� PLAN OF LAND `(CENTEP-V ILLE) SA2NSTASLE. , MASS. e PREPARED Foe: �^xy 4/ 35-W•-- . GEO{ZGE P. TUTTLE ,3 SCALE:I'-4o fae+ .H...,u.Lzr 6,Iqa� 1/9 NE . S�I� �� �� w ae w e - I gals Falua IS a PE-OIVI O,owl of Lrsr' 3 1 CERTIFY THAT THIS gS.AADE IN ` / ^ I_ � 5•bwu lu R^-u O �J9l TL.6E I I AUD ACCORDANCE W ITM F OEEDS DJU/I� w. • O REGULATIONS EF 1�'e -1�19'16. t— �"' lCr 1 41d+N N u 3ooC•�80�LMgE 4 N - down cape errq;neer•inq drJ8 19>.� .I� • CIVIL ENGINEERS OgTE ?„ LAND SURVEYORS _ l�N�'CS AI-A,R.L.S. �f ' 1 ch ad V) I'l cS S Q Nj r Lk-� i � W EgUA4UET L/ �a I / 1 0.EC-clvF�r ar^•orlFt; IYI"�/�/� ./VW LAKE MIN.LOT 512E 20,000 S.F. MIN.LOT WIDTH= 125 FT. HU 3 IU YO fH MIN.SET BAcIts: �/ ':-E.fnd SIDE = to FT. /I\• @ .i.t •f/T//_/}`/` v�V J V / REAR= 10 FT � �/ `Y�\ LOCUS/�4 � / a Locus: p Q'%/ I s's•, . ypaa3 d ASSESSORS MAP 230 JQ.y �P c PA RGEL 101 d-/ I ` GB. J ze 3 PJ �,P OP ,�f=d sTnTE o .m ? c LOCATION MAP N` SCALE: I-2D00 m FOR REGISTRY USE c fnd APPROVAL NOT REQUIRED BAP-tJ BLE PLANA1tNG BOARD Q GeoRGE DATE �' ♦ n TVT 7 T Q0 Cqo z,, 113� N N �9uA Doak Jso Pa.io) Qm dl -N d o m � o m Y 17• l;•N m ' a Q 1 Q�'yO/AP i "-SG,z,2 i'N 70•sy�Z•E p• Z Q ex15t1n9 I �005' a 76. '•.III i0 / i N O23,409sft 'oo`3 Y so S-ft Aj 33 ry� C z.GS Ac.2) �/ �a� /y/ 3 / 132.44 ly 40' A r30 a• %0 %o,i m P bldq. H/�ti 276 o6352ga �0 ��i o S. U ZI,5s3 s.f_t e frd.i r 98, m c 69E.g3. e 0 PLAN OF LAKJC> irl ' sz (CENTEP-VILLE). q6f .�43• BA2tJSTABLE , MASS. `"Idf� SBD•se PREPARED FOR: �>` 35a4/` , GE-02 GE P. TVTTLE y ay,ry3D L. 5o z 5CALE:I'-Ad FE9RUARY 19,1995 qo m o qo 1 CER IFYTNATTHIS PLAN WAS MADE IN ACCORDANCE WITH REGIST R'f OF DEED5 REGVLAT IONS EF— 1,1976. M own cape enq;neec:ng61.�19gS �NmeI CIVIL ENGINE E25 DATE LAND SURVEYORS m R#e.6A�YA2mOUTN,MA55. - . ARNE X ' Project' * MORELL Cottage 491 PHINNEYS Centerville;MA + FLOOR JOIST OVERHANG FOR CLOSET NOTES: All notes on this drawing ere typical and apply equally to all comparable conditions, dimensions shall take precedence. i S. / Ewers or discrepancies on - y o- details are to be brought to the attention ------------------1 - of the GSDeslgn Group Inc.before the work dr materials have same r been --------------------------- - / commenced,and or purchased These drawings are the property of the GS thelow owner this project tgthls site pared site.rid ere not to be duplicated or used In part or whole for any other purpose, I • f7 exit express written conseect location or nt of theer the GSDeslgn Group,Inc.n - : •I ------------------- - E. I - I (2)10• LVL c X J N GS Design Group Inc. 215 N P.O.Box t1200. N Onset,MA 02532 Tel 508.295.2952 - MAIN ROOF 2.10 0 •I O.C. m - CLOSED CELL INS ITION BHEDDORMER 10•16.O.C. - +s-o• VENTED W/ PROPE E cLosP�ceLL Ton VENTED W/PR PER VENT 2 10• LVL W LOW ROOF G•A•DORMER + 2.10 tE BRED 2.14 LVL I - 'MAX SPACERS 1 O.C'OJT BOTH TO PROFILE - 8 > ROOF FRAME HOWN UnTHcJ e - OPTIONAL 42' RMER SETBACK .. N- ROOF PLANE! 2 fN FLUSH TO - - - ISSUed For A•ROSE 2.1 2.4 C-L AS REo REV. ISSUE DATE > •A'42/42 R ZxB.•ISI O.C. 7 ? - 1 CLOSED PISULATION _ I - UIVENTF�R•2.65•47.1(R49 - I - TOTAL) ROOF 10•WF-- .VENTED W/ ROPER VENT . I' 2.6 B•OVER ANG FRAMING . I x 19 2 PERMIT l L---- -------------J (2) 2x10 i U10 TAPER TOP 4/4'PER FT . � FRAMING PLANS Drawing Title: Roof Framing Drawn By. Checked Second Floor Framing (3rScale-3/16"=1'-0" Z File Name: Scale: AS NOTED Scale:3/16"=1'-0" Date: 9/23/16 - Sheet Number: S1 s2 .. - Project M-ORELL Cottage i 491 PHINNEYS 1 Centerville, MA SITE.PLAN REF: PLAN REF: PLAN BOOK 397 PAGE 11 PLAN DATE: FEBRUARY 19, 1985 +� W PLAN REF: PLAN BOOK 451 PAGE92 m PLAN DATE JANUARY 8, 1986 , 58 a DATE OF SURVEY APRIL 1,2009 1+ ++ M LOT::AREA: 23,409+1-SF Y r � LOT COVERAGE (FOR ZONING PURPOSES). � s • LOT 1 - EXISTING PROPOSED MAXIMUM ALLOWABLE - 1RucluREs I •' 70;53;32" �� 1 �� QC BY s . 3% 7% 20% I 35 123.1zj ' d EX18T'G 30 to R Es ASSESSOR'S NUMBER COTTAGH , —�DEMOLI3H 1 1% -_ STROKE. . - - - MAP/BLOCK/LOT 230/ 101 /003 CODE 1010 - , �.— '1 — D-Box - - - �- q:.� . 1 , No.20068 � l ZONING DISTRICT RD-1 PROPOSED.HO — §FF= - A�t + , 52.75 I /-- k}�UNAL- • VILLAGE CEwLwLLE - , ta•-o'-/- a - 6 1 IID CD ERIsrG FELD \ I LOT 3 N1 LOT 2 I I A 491 0+ 1 483 g 1 ' Issued For PROPOSED 1 C DRrvEwnr r.1 1 1 v REV. ISSUE DATE . t � _-B' --— — 28 W 132.44' S 7 is t 1 LOT t � 1 . PROPOSED •( -. 47 DRIVEWAY , E45EMEMT Ir Iw PERMIT r + c- , SITE PLAN rn I I to , t 519 I, m " r, Drawing Title: I • I , 1 t + t 1 Drawn Ely. Checked By. 20.00' ______.z _____________�_�_ File Name: Scale: AS NOTED S 80'59'30" W - Date: 10/11/16 PHINNEYS LANE Sheet Number: A0m1 p Project I MORELL Cottage 11 491 PHINNEYS Centerville, MA SITE PLAN REF: PLAN REF: PLAN BOOK 397 PAGE 11 t PLAN DATE: FEBRUARY 19, 1985LU PLAN REF: PLAN BOOK 451 PAGE92 ( 0 PLAN DATE JANUARY 8, 1986 , r 58 1 , DATE OF SURVEY APRIL 1,2009 LOT:AREA: 23,409+1-SF00 LOT COVERAGE (FOR ZONING PURPOSES) o� EXISTING PROPOSED MAXIMUM ALLOWABLE LOT 1. OF BY STRUCTURES 3% 79. 20% - I 35 12.3.12 —— COTTAGE 1 , 30 JAP. MES ASSESSOR'S NUMBER DEMOLISH , MAP/BLOCK/LOT 230/ 101 /003 CODE 1010 I `' ` D-eox :, o STROKE J NO.20068 1 ZONING DISTRICT RD , UN1Y71 A VILLAGE - CENTEROLLE 1. +<'-O'•�- ' �.►� . 00 �l 1 m Ao , LEACHING FEILD 1 1 z LOT 3 NI LOT 2 I I A 491 0` ` 483 ` Issued For PROPOSED ' I DRIVEWAY rn, ' 16 REV. ISSUE DATE \ 1 132.44' S 74 48'28 W r� J 1 \ LOT 4 ' ® 1 499 PROPOSED I (90. — ..� .. DRIVEWAY EASEMENT w PERMIT 1 , I4 , r , � 121 rn , SITE PLAN �o ,1 11 519 1 ; Irn 1 1 1 Drawing Title: Drawn By. Checked B . File Name: Scale: AS NOTED _ 1 2D.DD -------------------- S 80'59'30" W Date: 10/11/16 PHINNEYSLANE Sheet Number: A0m1 'ro ' qq� } { , •r ! a 1 c Project MORELL Cottage ► ' 491 PHINNEYS 1 Centerville, MA SITE PLAN REF: ► ► PLAN REF: PLAN BOOK 397 PAGE 11 A PLAN DATE: FEBRUARY 19, 1985 ► OF UJ PLAN REF: PLAN BOOK 451 PAGE92 0 ` 'As PLAN \D TE JANUARY 8, 1986 ' 58 STROKE No.20066 DATE OF SURVEY APRIL 1 2009 ► fT � M LOT: AREA: 23,409+/- SF ► ► Jf c� o ► ► ' CID `4 LOT cov ERAGE (FOR ZONING PURPOSES) ` ` ► MON NIONME LOT 1 •� _,,,,,, , °L ef sTIMICAM 7X zoac 35 MXM rG ASSESSOR'S NUMBER oA,W ; 30 MW/ 0C /Uff 230 / 101 /003 CWE 1010 ' 1 ' r — t D-BOX c t ZONING DISTRICT Fa—i + _ , • . ' ` VILLAGES I N LEACHM . x - 1 _ . 0 ' LOT 2 ' I ftw• LOT 3 Nt ' I491 483 � ► � ' Issued For DRIVEWAY o �, 16 REV. ISSUE DATE 0 LOT 4 499 ► ? ►PROP03ED DRIVEWAY i0I EASEMEPFT ► PERMIT 1 N � I ' 1 1 SITE PLAN $ 519 1 � 1 'm t ► ► Drawing Title: 1 i , ' ► ►so 15 ao 120 Drawn B . Checked By.0 so ► ► 1 20.00' ' File Name: Scale: AS NOTED $ 80 59 30 W Dote: 10/11/16 PHINNEYS LANE Sheet Number: ■