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Home My WebLink About0133 IRVING AVENUE t%/ 'e: i i is I r r t j b�. �- _ van a WJ a; 4e_ 1 1 1 n ' i i i r'� .F ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ®n� Application Zb Health Division Date Issued -25-M P Conservation Division Application Fee Planning Dept. - Permit Fee � b' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 8 33 rR\1 if-JG Ay6 Village 14YA r4 r4 t5 P0fQ, _ Owner R lQ+Afb3 W -MV5Tf_:E_ Address (�3 O� . �I��DS�� . Sui7E13AYD Telephone cot c-A c-o , --C L- (ro cere 9 Permit Request TR E MQ DCA_� 4r_), t S-r a -J 6 Q Q i L,01 N C — M 0 0 E18 U t ,C> a N to a U P3 m A D S - Do 2m k--z oi\j Ali 1 r4,n4 &Lc 7t - NEAL) M AJ00 OG Alb bo®i2 S . ��.: 1� �2 �t � , R-A" Square feet: 1 st floor: existing VZ c9 propose 2nd floor: existing 34(0 proposed 9 ZO Total new `Zoning District Flood Plain (_YD Groundwater Overlay ® Project Valuation 600 4000 Construction Type P60 3 Lot Size e% t- Grandfathered: iYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure t 00jel- Historic House: O Yes ❑ No On Old King's Highway: ❑Yes �dNo Basement Type: ❑ Full Pd Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area( . t) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: �2 existingew Total Room Count (not including baths): existing new First Floor R m Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stave: 'es No Detached garage: 0 existing ❑-new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Rfr50orN70 A L- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 5 o Address 0 m isTy-ko tAiNif—ILicense # 65 0 0cl i z zZ �AkMOVW PqiZT4 , MA . 020 5 Home Improvement Contractor# 0139 Aq Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 41-16tN W4 S , SIGNATURE DATE N01, 19 , 7011Y FOR OFFICIAL USE ONLY t 4 APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: r FOUNDATION_, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 a GAS: ROUGH FINAL FINAL BUILDING DATE-CLOSED OUT ASSOCIATION PLAN NO. o- BvA a,MA 02HI w B 'rt IPinmrg Address: (0 6 City1Sta p:^YAP-(�-()6L)TH PbR-r, #- . 5 ®8 - 3CPZ- -79e Are-yarn an employer?Cheek the ale box: Type of project - LEI I am a employer wig 4 ❑I am at goal cmaftattor and I b F]New wtion employees(fall MA'OrpKwime)_* have bired the sub-ca� 2❑ I am a sole proprietor crpatnel- fisted calhe aftached sbm 7- ARemmdeliqg ship aad bave no employees Thew sub-airs hue $ E]Dem6lition Ong forme in any capatffg employees andhave w l- Buthbug additim [No WHIM s comp-iSorance: /C°mp-insuv 1 l cal or additiortizc S: We are a corparaioa and its 3-❑I am a homevwmr dDing all war3r J' officers base em=ised their 11O phmibingmpaim or additiens myselt[No 'mrp- fMbt'GfCMM43HCnper MUL 120 Rd qiM insnraace.regaaued]t employees-c-15 §§1(4�and sae have an 13.0 o&w ".,l [NO ' Camp-MMUMCe l 'AzY ftl rhpdcsb=,'l t IM onto secfinabeTow S&drviud amp PalicF MnmsrtiML Sms srtbmit&a hare$ 6 aiep aP aping s�sradE and them coaa� :nesv�aivit sadL LCa�a>6atciuct 9usbea� m addittQnal sles�sbo�eiagtbnffime oEt5e and slue o<natibase entidiesIu� empinpees.Ifs enpini w%lhu astpaoviae tAw tvorYffi'camp.gc&yaombes lam err eurplayer f7ratispruvidirg tcrork�rs'carlxpeasvdiDtl imuraac8 far rah ertzaeao:t is die paTrcy arrd,�vb srtg ii�aa ! hLmmace Compmy Nam P'alicy:9orBelf-io&U.-- Job Site Address: �= Affach a copy of @ee wmiow'compensation policy duration page(shooing the parmy number and expurtian da"- Fadnre to secure coverage as required under Section 25A 4ARR c-152 carp lead to ibe impositim of criminal penalties of a fiae up to 3UOD 00 and/ar ono-gear impdso=med,as cuell es rsys3.penalties in the fmm.ofa S"T F WDRK CItDMaad a fine of Bp to$250-00 a day against the violator- Be nivl ed that a copy of this statenam t maybe bearded to the Office of Iavwt4afinns of fe DIA for iuscmace covemage vadfia iifl L Ida feereby er a pecrmTlias afper�nry 6mt6ia moraramr prvs�dsd tdiat�is b$e emd pait�5 i o C,i 1, DAm ROV, 19 -20 s phone 50 5- 3C22- -7:TO0 me an Fjt Do jwt wr&hL ffzfs w-on,to be c omyIeted by aUy,artom officiaL Chy er Tess PetlLie L Baca aflcalfh 2.Bm'Edimg Dq=*m=t 2.CAYfrfflM Clak 4 Eestric,al Inspednr & fiRM cter Contact #: � 6 AWC Gardem Wind Coffin in Kth turd Arm II*fiWkDf'ind ZOW {Massachusetts Checklist for Compliance(7so coyly s3oi.2mV At9ATa5" Qe -WYA#JrJu-Va&i rd G 1.1 SCOPE 110 nzplt' ✓_ Wind ExpOue Category.............•••••--••. ••••-•• B, 1.2 APPLICASUITY Number of Sys(a roof which exceeds 8 in 12 slope shall be considerW a story) .� stories s 2 stories Y,( Roof Mich...... _--•-------- -•----•--•--•-----•- ...... ._...(Fig 2).... ........... 512:12 ✓ — a <33, NM.ar1 Rif -•------•---.._•-----• (�2)..... ........... Building v4i th.W--•---•-•-•-:••-•--•••-• Fig 3).... ....__A fl :5 w �1 EkiNding Length,�..___ _ - (F 3) - _..._.� W ✓ Suiidmg Ratio OJ M-•------ .... (Fig 4).... -•---= ..•--........I(Ftg4)............................................. Sfi8" _ (domino!Height o#Ta�t OperttngZ ---_:--•• .. 1.3 FRAMil4fa CONNECTIONS Genend compliance vAh fratrmtg connections--- -- --------(T 2) _•. -s--..........--. .._ ........ .......... 2.1 FOUNDATION r Foundation Walls meetbtg nupwarneFft of 780 CMR 5404_1 Concrete......................................................... •••-•_.. ............_............. .. ConcreteMasomy................................................................... ... -•--....--•-•--_.... •-................... 2.2 AWMORAGE TO FOUNDATIOW.3 SW Anchor Botts imbedded or SW Prgmdary Medtimical Arch=as an atemative in oor only Bolt Spacing-general................... -..Roble 4} -4 in_ v Bcit Spacing from wAF of pl�e .. (Fig 5).... t 2 ins O-IT Bolt Embedment concrete......................................(Fig 5)...... -•-•:- •--•-•••................. Z in_a r a Bolt Emb dment-masmuy.......................................(Fig 5)................:.............................� in_a is Plate Washer...............................:.........::.:................(Fig b).......................................... ...23 x3 XY4" �- 3.1 MOON r ; Flo"*wnft nwnt er spans checked....: ; "(per 7W cm Cuter 56) :.........:. Mw&num Fhr Opening Dimension....................:..........:(Fig 6)........................_......................._ti s iz _ Full HeigM Wall Shidsat Floor,Openings hm then 2'fnm Exterx Wall(Fig 6)_..............___-----...:._..:...__.. Maximum Flow Joist Setbacks Supporting Loadbeanng Walls or Shsarwae-------------- c..'.........•--•-._...---••••---••--•--•--•---tt s d Mmumurn Cantilevered Floor Joists • Supporting Load)earing Walls or S'heawall..............--(Fig 8)-----------•-•-••--•-••--•--- ft `d eT Floor Bracing at .................•_---• __ (Fig 9).... ....._..._._....._._ -•• �L_ Flo"S'heaftV Type ._ ..............._ ..:_ ._ (per 7W CM Chapter,55).......... FJ l yL Floor Sheathing Tt s------_-------------_................. ......(per_=(:MR Chapter 55)....................... in. ......................(Table 2)--$d rtaas at to®n edge/1Z ht tidd _ 4.1 WALLS Woe Height Loadbeming woes.. •--(Fig 10 and Tam 5).......................•-� Non-Loadbeaing walls__.:... _______________•-----....(Fig 10 and Table 5)...........................R<_20" v, .....::............•-••-•-••• (Fig 10 and Table 5)--------- �in.s 24 oc. - Vlfae Stud Spacing _....____.._._ ._ _tt s d Waestory Offseis ..............-.......................--............. (Figs 7&8)........................................... 4,2 EXTERJORWALLS3 Wood Studs _ Long watt............................. (Tate 5} $ t" NonAmadbeering wags_...........?....-:........................... (Table 5)..............................2iT-2E It in. Gable Eck Wail Brag' Full Height Endwae Sbxfs .. (Fig 10)....--------------•..................------ ----•-----••-- WSP Attic Floor Length.....:..... .........(Fig 1i)...........................................a It L f13 VL Gypsnnn Cog Length OFVV5P not used)--.-..-..(Fig 11)...........--........................._._,._R?O gW . and 2 x 4 Confinumis Lateral Brace Q Sit.o c.--(Fig 11)............................................................I . "- or 1 x 3 ceiling Romig stnips Q 1r spaces mat_w1h 2 x 4 bang(M 4 A spacing in end joist or truss bays�_�:j_ Double Top Plate Splice Ljingth ............................................... (Fig 13 and T 6) ... "{t ✓ Splice Cormechan(no of 16d common na'�)............._(Table 6).. .:_. . ........_- i �k C)p1N1 AC? p k. F o do GCr 0,,q o .� srizucrvR, L s�XN �4 8Rq< 4 N0.29488 j � i�TFRED FCo SFGISTV, � GINFF� AWC Grade to Food aM&OWdeff in Wmk WhdAraw 110 truth mind?.one, Massachusem Checklist for Compliance(m cmit s ai-ii-,}' i 1 Leg Wag Connections J itateaai(no.of 16d common nags).................... .. -_.>(Tables 7)....................................... .......... E Non-Loadbearing Wall Cnnect Lateral(no.of 16d comrnmom nals)------ ------(Table 8)...... ...... . .......•--......•.... _ Load Seating Wall Openings(record largest opening but check all openings far carrp ance to Table 9) i Header Spasms -------•-•------ ------=---------------........-(Table 2 it a in 511' SM Plate Spam ... .................._....(Table 9).................................. ft in. 11' ? Fug HWM Skids(no.of studs).....__.:.. --.........(Tadft 9)... ........_.............. 'L j Non,-Load Bearing Wall Opermw(record largest Ming but dwCk all WNW-Vs for ccmpffiance to Table 9) HeaderSpans........................................................(Table 9)--- ----------- ------ Z R�irm 517 Sig Plate Spam....---•••---------------- ---- ...-............(Table 9)--- - ---• !R an 51 Fug light ShAs(no-of )......--••••............•--•--•••(Table 9)................................................... . Edenor Wall SheaftM to Resist Upsand Stream9MOMOMIS9° Mtrumum Building Dimension,W + / Non vd HeW of Tallest Operdie ._ SheaffftT - _.... fnots4) -------_ _:----- --- - 7ftbd?/u� Edge Nag Spacing....................................•--('Taile.10 or rote 4 if lm)....................... (o in. V' RM Mail Spacing................•-••-......_. (Table 10)-------------- is n ShowConnectian(no-of 16d common nags)(Table 10)------- -3- Percent F S ►g h ....—...-----------(Table 10).. - .....--•--�% 5%Additional Sheathing for VftIl mft Opening>6V(Design Concepts).................. `_— Mw mum UhrmensiorL L blandnab Hitt of Tallest Opename. ----- --10T s ar � Sh9 Type. .._..•• �. (note 4)..................................:... w �Nag9-------------- --- --•(Table 11 or rote 4 rf less)-- -._ in. ' Field Nag Spacing.........................................(fable 11)................. c_ Shear Conn(nuo.of 16d cormom naft)(fable 11) .—------------------------------------ Percent Fug-Height Sheathing......................(Table 11) ..... ............................&!It% 5%Additional Sheallft for Wag with Opening>GV(Design Concepts)..................., Wall Cladding Ratedfor vow Speed.. ......... .................... ....................... ... .......................... ' 5.1 ROOFS , Roof training member spans dm x*jWP ......... (For Raltets use AWC Span Tool.see BBRS Websi�) V Roof OvwhwQ ...........................................:.......(Figure 19)...............J_ft s manage°of 7 or U'3 Truss or Rafter Connections at LoadbeaikV PAY Connectors Upon..........._.................................(Table 12)------------------------------ ..tom 303 pia Lateral.................... .... .._(Table12)........................... L= pif Sher . (Tab*12) .. _..S= ptF . - Ridge Strap Conn if collarties not used per page 21...(Table 13) ... ............. Gale Rice Outlaocer.........................................(F•i(W 20)----------_-_1 it S smrabter of or Lr2 " Truss or Ratter Corsmections at Non-i_eadbeanng Walls "COIN'meE S Upon.............._---......n---nn $ ::f14' .. laeat(no.of i6d comm a ). ( able ,. .. ..... ............ .. ....L 7- Roof Sheattft Type---•-.--_.................___:.._... (per 78D CMR Chapters 58 a 59) Roof Sheathing Thickness.... ------------- $ in_>7fi6 WSP y Roof Sheathing Fast..... ..-_•--- ......----•_---__....(Table 2)...............--'---•----•--- -_--- --------- Notes. 1. This checklist shall be met in ib evil , the ewxom noted in 2,to comply with the requirements of 780 C MR 5301-2.1.1 Item 1.if the cime mst is met in its entirely then to following metal straps and hold downs are not ' r perthe WFCM 1i0 mph C:tdde: a- Steel Sbaps per Figure 5 b. 20 Cve Shops pw FWe 11 r~ Uplift Strap tsar Figure 14 d. AN Swans per F'mgmre 17 e. Comer Stud Hold Downs per Fqm 18a and Figure 18b 2 Eras plion Opening heights of up to 8 8.shall be pwailted wpm 5%is ate to the pew full reWirements shown in Tables 10 and 11. 3 The bottom sail pie in exterior waft shalt be a minimum 2 in,nwri pn"ure treated vv AL y� U SERA G 1 $I Jam, �9 STRU Up 9� �� 294 8RC -- . --' ---- - —... { A'vpI�CTGAO....._ o�S��STERS� • � � `'��JiNEFR � , ' I - � Bk 24953 Ps7 055702 i 10-29-2010 a1 12=40R 1 I QUITCLAIM DEED I , MARK E. MITAS, also known as . Mark Freitas, of 10 Spring House Road, Greenwich, Connecticut 06831, for consideration paid and in full consideration of '$1,235, 000 .00 GRANT TO: RICHARD 'M. HORWOOD, TRUSTEE of the 133 IRVING AVENUE TRUST, under Trust` Agreement dated October Q a , 2010, see Certificate of Trust to be recorded herewith, of 500 West Madison, Suite 3700, Chicago, Illinois. 60661 WITH QUITCLAIM COVENANTS, a certain parcel of land, together with the buildings ' thereon, situated at 133 Irving Avenue, Barnstable (Hyannisport) , Barnstable County, Massachusetts 02647, as , shown on the hereinafter mentioned plan, described as follows:' LOT 2 as shown on a plan entitled, "Plan of Land Barnstable (Hyannisport) , Mass. for L. Roger Currie Scale: 1 in. = 20 ft. Date: Feb. 10, 1984, Baxter & Nye, Inc. Registered Land Surveyors, Osterville, Mass. ", which plan is duly recorded with the Barnstable County Registry of ' Deeds in Plan 'Book 509, Page 39. { t Said premises are conveyed subject to and with the benefit of any and all rights, rights of way, easements, reservations and restrictions of record insofar as the same may be in force and applicable and as set forth in a Deed recorded with the Barnstable County Registry- of Deeds in Book 23105, Page 287. _ r Grantor hereby acknowledges that the Right of First Refusal Agreement contained in. ', Book . 23105, Page 296, is hereby terminated. - t Town of Barnstable Regulatory Services Richard V.Scali,Interim Director a639 �� Mea Building,Division Tom Perry,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 Si This Section � If Using A Builder I R I GNH�RO I�o+zv�r�O -rRdsr� , ,as Owner of the subject property hereby authorize Hra DES t C5+4 6%A I LO a I K C to act on my behalf, M AQk GREli l 5R► ems,oe�1•tT- in all matters relative to work authorized by this building permit 133 1 ZV)aJ C0 AVE-, Hy�rl r1►5 �QT (Address of Job) **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. X Signature of Owner f Signature of Applicant Print Name Print Name Date 0TORMS:OWNERPERNSSIONP001S 10/13 Bk 24953 Pg 8 #55702 For my title, see Deed from Currie Corporation to me dated August 27, 1997, recorded with said Deeds. in Book 10920, _ Page 092; Lot 2 being a portion .thereof. WITNESS my hand and seal this S day of 2010 /)A/),,Zz 16 ,ZI also known as Mark Mark El Fre' tas Freitas THE STATE OF County of Pay�, ce�c�h , SS." . - t� 6---r ' 2010 Before me, the undersigned Notary Public, personally appeared Mark -E. Freitas, proved 'to me through satisfactory evidence of identification; which was a Etta,A driver' s license, to be the person whose name is signed on the attached or preceding document, and acknowledged to me that he signed it voluntarily for its stated purpose. ` 00,0001S£1'I$ :Suaa OVEZZ't$ :603 ZOLSS' :v�o0 6ES :4113 30330.10 ANISI93S AINIF103 31NISMSU Notary Public XVI 39IOX3 31VIS 5113SnH3VSSVW My commission expires: (seal)_ aaaaaa�maau......naaeauuueaan cpaaua a. MARILYN A SMILEY Comm#D00=109 Fires 61712013 ? �OF Florida NotaryAsw-hm 4�ae.aaaaf eeovoeeoaseuau noaespataaftfn al 00a!# IS£Z13 ,Su03 0c;.tff 41;,$ :893 ZOLIS :A300 6£a W¢Ot:ZI a OIOZ-bZ-OI :BIDO S6330 30 ASISI933 A,Ihf= 319VISM9 Xd1 3SI3X3 AINf)03 3-18VISNVO BARNSTABLE REGISTRY OF DEEDS Town of Barnstable 3ARNSTA6LE, = Growth Management Department MAM 9 P 7� 1639. � 'rFu�e Barnstable Historical Commission www.town.barnstable,ma.us/historicalcommission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Jr-';•f:•i r,.--- , �r Marilyn Fifield,Clerk `14 -�'w : i;t"t'' George Jessop,AIA Nancy Shoemaker .r,;r•T; F r r;: . Len Gobeil �,,,•..,._, r t �,,.?,: - ER,,,- Ted Wurzburg Paul Arnold,Alternate DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Richard Horwood Trust Subject Property: 133 Irving Avenue,Hyannis Assessor's Map/Parcel: 287/066 Hearing Date: October 21,2014 1 - Pursuant to the Barnstable Historical Commission Chair's determination on September 30, 2014 a duly advertised and noticed public hearing was held on October 21, 2014 to determine whether the significant building identified as the single family dwelling on this property is preferably preserved and whether demolition delay would be imposed for the partial demolition of the dwelling on the parcel addressed as 133 Irving Avenue, Hyannis. After review and consideration of public testimony, application and record file, .the Commission by a vote' of 3-2, found that in accordance with Chapter 112-F the demolition of the portions of the single family dwelling are not preferably preserved significant buildings. The portions of the single family dwelling to be demolished are identified in plans submitted by MG Design Build, Inc. dated August 25, 2014 and are attached to this decision. In accordance with Chapter 112-3 F, the Commission determined by a 3-2 vote that the demolition of the portions of the single family dwelling would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. L-CL4, - EX, YO-t"11_9 October 23, 2014 Laurie Young, Chair Date 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-8624782 L r f• e (Car�r.7�ta>tcueal�l n�C/l�trJ�cc/zcr eIGJ ' License or registration valid for individul use only Office of Consumer Affairs&Busi ess Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR egistration: 173948 Type: Office of Consumer Affairs and Business Regulation g 10 Park Plaza-Suite 5170 piration: .1.1130/2014 Corporation Boston,MA 02116 MG DESIGN BUILD ING:• t MARK GRENIER 61 HOMESTEAD LN 4 W5� YARMOUTH PORT,MA 02675 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisar License: C"01222 s' MARK R GRENO '� a 61 HOMES �� YARMOUTH PORT r ni Z ,.. Expiration Commissioner 10108/2016 i Town of Barnstable Regulatory Services IKE Richard V. Scali,Director Building Division BARNSTABLE • * Ora«sr�•®vrmnul•mnm•«rAsxts * BAMSTMM wus•o;9-201 mma Thomas Perry, CBO 1639-2039 t639- 'OrEn � `Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 MEMO TO: Thomas K. Lynch, Town Manager FROM: Thomas Perry, Building Commissioner. DATE: February 23, 2015 RE: 133 Irving Ave, Hyannisport Tom, Oct. 21, 2014 Barnstable Historic reviews plans at regularly scheduled meeting. Approve the submitted plans and approve the proposed changes in a 3 aye 2 nay vote: Nov. 20, 2014 Building permit application is submitted to Building Uvision , Nov. 25, 2014 Building permit issued Jan. 21, 2015 Responded to complaint that 133 Irving exceeded the Barnstable Historic approved.demolition. The chimney was removed without the approval of the BHC. A stop work order was issued. Jan. 22, 2105 Spoke with contractor and informed him that he needed to go back to historic for approval of any work exceeding their decision. Jan:26, 2015 Received e-mail to Mark Grenier from JoAnne Buntich giving their approval for construction to go forward' ° provided confirmation that the plans in the building department matched those approved by BHC'and prior to final inspection a new application must be filed with BHC showing the removed chimney. .- Jan. 29„ 2015 ' Confirmed with Marylou that our plans matched the approved BHC plans. Stop work lifted. i Feb. 4, 2015 Local Inspector Patrick Franey went out for a sheathing)inspection and verified that the structure matched the plans. f j t 1 i r 1, i I 1 I 1 Town of BarnstableRuilding •. «Post7his�Gard So,�gT.hat.it=is V�sible.Eromr.:the Street. A roved=:P,lans:-Must.be::Reta�nedo.n--Job andth s..Card Mustxb • e " '.r ...�. s. .. °?N•. `;� �" g r- ,. x: sue' ='• t,,** $' �q , - .i.. „ostedit rm �U .� -. Where a..Cert�ficate of,,Occu anc ��s Re wired,such Bu�1dm shall.Not beQccu_ied„until a�F+nal,lns_,ection has��been made � .,� Permit No. B-16-3660 Applicant Name: MG DESIGN BUILD, INC.' Approvals Datelssued: 03/14/2017 Current Use: Structure Permit Type: Building=Alteration INTERIOR Work Only- Expiration Date.: 09/14/2017 Foundation;' Residential MP/Lot 287 066 Zoning District: RF-1 Sheathing: Location: 133 IRVING AVENUE, HYANNIS r Contactor Name MG DESIGN BUILD;INC. Framing: 1 Owner on Record: HORWOOD, RICHARD M TR Contractor Licensepp, 173948 2 Address: 500 W MADISON STREET,STE 3700 Est Project Cost: $45,000.00 Chimney: CHICAGO, IL 60661 �E Permlt Fee: ' $279.50 Description: New Windows and doors,add insulation, buildrmer add Bathroom Insulation:. do UNHEATED Feed Paid',. $279.50 o � i. Date 3/14/2017 Final: Project Review Req: New Windows and doors,add insulation, build dormer add " ' ' Bathroom UNHEATED Plumbing/Gas f Rough Plumbing __. Building Official" Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by"his permit is commenced within sixmonths after issuance. All work authorized b this permit shall conform to the a '14' Rough Gas: y p approved appbcation a,rad the,approved construction documents for�wh�ch�this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by.aw �d codes. Final Gas: This permit shall be displayed in a location clearly visible from access street�or road and shall be maintained open for public mspe'fion for the entire duration of the work until the completion of the same. ` ' y Al Electrical � � The Certificate of Occupancy will not be issued until all applicable signatures bjr the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ,Foundation or Footing Rough:- Sheathing Inspection -• All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall:not,proceed until the Inspector has approved the various stages of construction.. Final: ,,"Persons.Contracton:' :yulth,tanre' istered contractors dq..ijot have access to;:tF a uaranty fund':' asset fgrth.in:MGL c.142A z g. g g �,, .: _. Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT' ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # ICJ • R 11Ff �i��r �L� AH ) Health Division Date Issued Conservation Division : Application Fee I„ .xrt✓+kWWK.aae�c+•Y.k.a.-�gc�yy�.e.�m Planning Dept. r, _ r 1 ` Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis '�'►R--i- S EST Project Street Address 133 AVE Village 4YA r-A t4 ►S PO R I- / Owner R1C4.&2Q 4ARyVo©C- -nWST"6112— Address S ID W• MA•0)50r1 Si. 5T'E 31Q0 Telephone (00 (Apll Permit Request IN EW W i NDOuW5 ANO 0,06Q S 400 l AfSV44TIOtJ t QJ«.0 I>C2MM I "D E3A-T14 P_ooti 0& ua- 14 eA7:eo 0 46� Square feet: 1 st floor: existing proposed 2nd floor: existing ` proposed 5 _Total new �5 LOFT SPAG$ Zoning District Flood Plain Groundwater Overlay Project Valuation NS k-. Construction Type UUVD Q Lot Size 1 Grandfathered: )qYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 19 60�•- Historic House: A(Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout 40ther St-A.3 Basement Finished Areas .ft. -4- Basement Unfinished Areas .ft 4' Number of Baths: Full: existing -0 new Half: existing new. Number of Bedrooms: -9" existing-:?new Total Room Count (not including baths): existing new -�' First Floor Room Count 2 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other t4010 . Central Air: ❑Yes ANo Fireplaces: Existing -�' New -0' Existing wood/coal stove: ❑Yes No Detached garage:K existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use CqA.Rt K15T;n.A-A G F Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name DE51 Cgr( Bclr L.6 , rNri, , Telephone Number GaB ' 3 G4 Address 4cm E5TC-A•5 Lr4 License # C 5 — 9 1 ZZ 2 y�GVTH Rd 6ZT HA 62(p15 Home Improvement Contractor# 1139 H 6 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO "qvT� -TbWrJ DUMP SIGNATURE t2�sl OWFDATE DfL FOR OFFICIAL USE ONLY APPLICATION# _ DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE , k OWNER DATE OF INSPECTION: DtFOUNDATION� .-R!z-� "U FRAME INSULATIONS>. tAy .:T FIREPLACE ELECTRICAL: ROUGH FINAL_ ; PLUMBING: ROUGH FINAL. - GAS: �_ ROUGH FINAL' FINAL BUILDING:. . DATE CLOSED OUT ASSOCIATION PLAN NO. ; .;y Town of Barnstable Regulatory Services s rwms, Richard V.Sc*Director. 163 Building Division Paul Roma,Building Commissioner .- 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-8624038 ; Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I t r� R c G1-1 -RD I4d aVvU O ,as Owner of the subject property hereby authorize MCA OF-SI&iJ 8UILD , 1NL to act on my behalf MA12V. GREN I E2 N2&5;(D F'JT— in all matters relative to work authorized by this budding permit application for. )3 3 -TRV(tJ& AVE 44MOtA 5 Rsa i (Address of Job) **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. Signature of Owner tare of Applicant . a MACGaC-N1Ep-, Print Name Print Name Date } i QTORMS:MMERPERMISSIONPOOIS ► --- --- k _.�ze V.1vZoInweaSt a�C aaaac�za3el� _ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only Type: Corporation before the expiration date. If found return to: - eaistration Expiration ice of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 E29maws 1 1/30120 1 5 Boston,MA 02116 Mg Design Build;Inc°--mot` i Mark Grenier ;t .t 61 HomesteadNT Yarmouth Port,MA.02675 U Undersecretary jj Not valid without signature k I Massachusetts Department of Public Safety Board of Building Regulations.and Standards License: CS-091222 ,. Construction Supervisor MARK R GRENIER " x' 61 HOMESTEAD LANE�iJ '. YARMOUTH PORT MA 021675 CA-- Expiration: Commissioner 10/0812018 i� i C . I I I { i i The Commonwealth of Massachusetts r I Department of Industrial Accidents `�i ' Office of Investigations Ir I 600 Washington Street ; Boston, MA 02111 `www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 1-`(J ©��j 1 LQ d, IN C Address: ( F-f M EST-fn: l IAP R - - Ci /State/Zi : gmb TH Pd T Phone #: Sot 3 ty p y� Are you an employer? Check the appropriate box:. Type of project(required):' 1.❑ I am a employer with 4. 0 1 am a general contractor and I ti. New construction employees(full.and/or part-time),* have'hired the sub-contractors 2.❑ I am a sole proprietor or partner- fisted on the attached sheet. 7• 0 Remodeling ship and have no employees These sub-contractors have 8. '❑ Demolition working for me in,any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5. We area corporation and'its officers have exercised their , 10.❑ Electrical repairs or additions required.] � _ .,. .3,❑ I am a homeowner doing all work right'of exemption per MGL .l 1:❑ Plumb ing.repairs or additions myself. [No workers' comp. c. 152, §1(4), and,we have no 12.❑ Roof`'repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 4 Policy#or Self-ins. Lic.#': Expiration Date: Job Site Address: City/State/Zip Attach a copy of the vvorkers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a.STOP WORK ORDER and a fine of up to$250.00 a day against the violator._ Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify. nder sins and penalties:ojperjury that the information provided above is true and correct. Signature Date: ;zo 16 Phone#: 5og- 3 (oq Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their,employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an in partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership., association or.other legal entity,employing employees. However the owner of a dwelling house liaving.not rrio'e thawthre&apa''rtmerits and'whV resides therein, or the occupant of the dwelling house of another who employs persons to do,maintenance, construction or repair,,work on such dwelling house or on the grounds or building appurtenant thereto shall not because or such,employment'lie deemed to bean employer." MGL`chapter 1'52, §25C(6)also states that"every state or local licensing agency shall'withhold,the issuanceor renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." i Applicants , Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial. Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(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 officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should 'you have any questions, please do not hesitate to&iye us a.call.., ; �a The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia Message Page 1 of 1 Franey, Patrick From: Perry, Tom Sent: Monday, January 26, 2015 1:32 PM To: Franey, Patrick Subject: FW: 133 Irving Avenue FYI -----Original Message----- From: Buntich, JoAnne Sent: Monday, January 26, 2015 12:19 PM To: 'mgdesignbuild@outlook.com' Cc: Perry, Tom; mdfesg1@verizon.net; Fair, Marylou Subject: 133 Irving Avenue Mr.Grenier, I have spoken with the Building Commissioner,the Town Attorney and Attorney Ford. As you are aware the Barnstable Historical Commission (BHC) received an application requesting demolition of specific portions of this structure.The BHC held a public hearing, declared the structure a significant building,and approved the set of plans depicting demolition of the portions of the structure requested in the application. As you and I discussed this morning, the structure's chimney was removed during construction. The demolition of the chimney was not requested on the application to the BHC and so was not approved. From the BHC perspective,given this set of circumstances, construction work may go forward at 133 Irving Avenue. Your next step would be to contact the Building Department. As follow up please ensure that the following are promptly addressed: ➢ Please ensure that the Building Department has the same set of plans that the BHC approved. It is not clear at this time that this has been done. ➢ It is my understanding that before a Certificate of Occupancy can be issued, a new application must be filed with the BHC and their action on the application completed. This new application should show in detail the chimney demolition and any additional demolition proposed that was not previously approved. Please feel free to contact me if you need more information. Jo Anne Jo Anne Miller Buntich Director I Growth Management Department Town of Barnstable 1367 Main Street I Hyannis,Ma 02601 p 508 862 4735 1 e-mail joanne.buntich@town.barnstable.ma.us Website I Business Barnstable I HyArts I Barnstable iForum 2/18/2015 WOOD SHINGLES NDE BRICK CHIMNEY ELEVATIONS I _ WOOD TRIM PAINTED WHITE WHITE DOUBLE HUNG « WINDOW 9/9<BLAGK II WEATHERED W.C.SHINGLES SHUTTERS WHITE DOUBLE HUNG SHU KITCHEN 4 BED ROOM "WINDOW 5J9 1 BLACK I .."' ® p��p j TTERS WING BEYOND NJI� ( 11 nn (i _WOOD TRELLIS PAINTED WHITE WOOD.TRELLIS PAINTED WHITE rEJCISTINCs NORTH''ELEVATION STORM DOOR PAINTED BLAGIE W T N BCa'.8 vs.M1d zI F O uj NEW FRONT DORMER z X v - # WOOD SWWGLES. s. WHITE DOUBLE HUNG #� OD:TRIM PAINTED WHITE _ WINDOW,;6/6 IX4 WOOD " j TRIM PAINTED WHITE ' i WHITE CEDAR SHINGLE$WITH WOOD SHINGLES- ` GREY BLEACHING O1L-EXPOSURE. 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I E 61 Idomoatoacl Le P Ye to pofi,MAna .026 5 r� 64U 1 ` 4 A ; 1 / � � e+rdeei8rb.11deout;ooR coot I W, r�• 1l EXISTING 4.PROPOSED IS cave®o�eer FIRST FLOOR PLANS c PROPOSED FIRST.FLOOR•PLAN, ALLY 71,2014 a, 'I..a� „•ter; � E ' rEXIST{NCs 9ECOND'rL'00T2'PLAN QO l ALL rm ' � z 4 C- .. T { 2 B11A-0cRI MARK GRENIHi MG De3sign Build Im Port i'11.074'4' S 1 it l DC19TkNG i PROPOSED �� PR P SED SEGONID.FLOOR PLAN A SECOND FLOOR PLANS w. XLY 21,2014 Town of Barnstable BAMSTABLE BAMSPABLE, ; Growth Management DepartmentMASS , . AjFpA Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant eJ°a%N_+%i i tL_l Ti%�`:.I COMMISSION MEMBERS: Laurie Young,Interim Chair George Jessop,AIA Marilyn Fifield,Clerk ' Nancy Clark Nancy Shoemaker Len Gobeil Fr_;;�•.y�. Ted Wurzburg Paul Arnold,Alternate September 30,2014 Re: Intent to Demolish Portion of Single Family Home 133 Irving Avenue, Hyannis, MA Map 287, Parcel 066 Mark Grenier MG Design Build, Inc. 61 Homestead Lane Yarmouth Port, MA 02675 Ann Quirk,Town Clerk 367 Main Street, Hyannis, MA 02601 3 ..-Wy p i"T Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public hearing on this matter on October 21,2014.at 4:00pm, 367 Main Street, Hyannis,2nd Floor, Selectmen's Conference Room. This public hearing will be advertised, notices sent to abutters and a notice form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. Please contact Marylou Fair at 508.362.4787 or Marviou.fairQtown.barnstable.ma.us for processing information. Sincerely, Laurie�X Young .. Laurie K.Young,Chair s 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862.4782 F= F1►+E �, Town of Barnstable • BARNSTABLE TM�^B Growth Management DepartmentMAM 69 ° `� Barnstable Historical Commission ED IVIA�s www.town.barnstable,ma.us/historicalcom mission Jo Anne Miller Buntich,Director f COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Acting ChairNice Chair George Jessop,AIA f Marilyn Fifield,Clerk Nancy Clark t Nancy Shoemaker Len Gobeil Ted Wurzburg i Paul Arnold,Alternate 4-5,11 Chapter 112 Historic Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING „�•i r 133 Inning Avenue, Hyannis Map 287/Parcel 066 Pursuant to Intent to Demolish Portion of Existing Single Family Home P i The Barnstable Historical Commission received a Notice of Intent to Demolish application for this address stamped by the Town Clerk on September 26, 2014. P This structure, located at 133 Irving Avenue, Hyannis, MA is a contributing building in the Hyannisport National Register Historic District and is known as the Captain Wendell Hinckley Cottage as well as"The Little House". It is both architecturally and historically significant in terms of period and style of the neighborhood. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. t F t j - P 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862.4782 Town ®f,Sgimstabl.e Growth.Management'Departme Barnstable Historical Corn ilission yom.town.bamstable.ma.uslhistaicaloommission NOT, OF INTENT TO DEMOLISH OR MOVE A.HMORIC BUILDIMG' Date of Application 5§T�BEk. _24 Building Address:. 133 21Zi// C� i4VE: Number Street: 14YAAM5 {�T- 0?_&p75 Assessor's;,Map#,2$1 Assessor's Parcel.# Village ZIP:' Property Owner. RIC:�/aR0 1�f2V�oo�,'TRVST'. ..... Name "Phone . Property fawner Mailing Address(if different than buhdmg address) :SAM,. . . Property Owner e-mail address; Contractor/Agent MCA 'D5r6r4 '9wtt.D '�, 1NC Contractor/Agent Mailing Address (��`:`IMES'n1= .:. o� ...YRMay7 -1 -Poor MA.;o2fo75 Contractor/Agent Contact Name and Phone#: _ T'#i V GR> i>Ed �p j-3coa! -1oN94. _ Name Phone Contractor/Agent.Contact a-mail address: M: n:b I d oaTio o k;. �O M Existing,Building Material: WPOD- FQaME:`<... . ._ Type of New Construction Proposed, vJao p . FaA r�E Provide information below to assist the Commission in`making the required de rminat7on regarding the status of'the Building in accordance.with Article 1;§;;112 Year built 1900 : t_e>670-1�15: ) ..__ Additions Year Built . ,19.9 2 k:No µto �Ttfltr�S_"qi�kn�.J�t I Is the Buildinglisted on the National Register of Historic Places or the building located in a National Register District? ` No Q Yes Is:the Building associated with one or more historic persons or events,or'with the broad architectural,cultural,political, economic:orsocial history of the Town or.the Commonweatth? SEi~ (r.WlF n2 SHEET A. Is the Building fiistoricaUy or architecturally important to terms,of period,style,i ethod of bwildmg constluctron,'or association with a famous architect or builder either by itselfor in the context of a:group of bulldings?"tE Co rT � .7ve M IDDL- . { b l+A•S 1-4A-D'Stv�A L !�pD IT Lo�tS ,d Lr�ATto' s 5� � A c ' �koasT" l S ;SWC December2o11. � —}-t CC?cfa 12�Q7T1 -,=N-, - t ,� o`Q-= `- Town of Barnstable Geographic Information System Septernber.26,:2014 ze7053 287054 287079 267081 287052 f#30' 04S `#44 #82. --, #85 297009 287076 0658, CLAUSE f f AVM 1287137ri .#71 287057 #39 287078. �. ., 132 287058 #3fi �.. 281 _ 287074 287155: 287059 #25f Z .825 fst #15 287077 Ss. 287138 287008 #43 � 287061 - #23 287003; #689 p �. 917 287139 11 W #21 Q: M 287071 #160 287079 287135 . 688 10172 287007 - 287070 152 4175, - . # [287004 ® T' !. 287064 111144 ;... #692 „#120 ® 287082 287138 -#697 oce 1 287006. 281069 267005 #BD !gV/Alt3AVE18fr" �\a Vl: 287067 ,287 5.149 a#1�33 287068001 287085001 #111 286023001" 2g7D60 040 #151 286014'. 286018 288019 #67 #26 #792 288020. 286021 A 28 " 211116034' #55..' �01 ' all 20 n 286025, # .2011 288012. 0027 28801A ` 74 Fee #4a � 286027A 047 #61 DISCLAIMERS:This map is for planning purposes only: it is not atlequato for legal Map:287 Parcel:066 boundary determination or regulatory Interpretation. Enlargements beyond a scale of Owner.HORWOOD,RICHARD M TR Total Assessed Value:5/314300 Selected Parcel V=100'rrtay naf meet established map acauacy standards.The parcel lines an this map are only graphic representations of Assessor's tax parcels. They are not we property, Co-Owner.133 IRVING AVENUE TRUST Acreage:0.17 acres Abutters boundaries and do�tt represent accurate relationships to physical features on the map Location:.133 IRVING AVENUE ��* { such as b ' I Buffer. 3 - y pa C-A s �x yr- : .< � r it/o`2'TW- w i `, •' .�� t.f•�`' w eS Fes' I 1 A IN ig w w •fin^' �/y3 t'-i Y��•�.!'�y�L. K tw r w . g t - - 171 -- tong ..... ..... - ��Mumps" - i Sow+t� a r t �►45 7 1 — - T. L $ js 0� St 1>E F-LC.V f , 8�j 1 1 Y`(��IaLS. .. ... .. .. ;ywcaT 4wwOv4 .. - - -. - "eY ' Scn�Ls_'t tuY2000rc- 583•Sg'Oo',a i • ZGNG e�LF-1 - :��f.. ice• ,`iBq� � 95;:59 t"iCei.� �� 1.0. 1 P.R�A•7,5$B S,P. :' � .... ��c:'o FY LOT t 10 Qt. o to ?o. �.00 } 7' LW�iFpF- o, O ) Z r Zt (© a _d " tr A -.N/P Ro E •6@ SZ'Sg' .. « R7'F. :KENLi tJEUY q . G' � .'-• J06EDq?.K�IEDY f.X _ r z ,c. ' f*.W. l.CERT,rY:Y"NT GONE*%kvr f'.\-IiTK.:". Ttil>Z-RULES OF` lig 7H6. �ARSTA81. PLANNING ORo.; r'LiaN OF LAND. .R.pP12pvAL.vTJS?ER'TY� SUpDty�S,lOy, (� Aj��LZCW`/A�S*:�SWJRS 44WW pp GOt.1TROL `a w NO-c REQtJ tiiE.n:. t�ARN T'`�p f�_ L ROGER CUIWP 7SdSWli_�il.dl'+�, - SG�aLG St*i:•ZOFT_ 'DAZE: •� .. .... - .::�; �.- Rfi6tST E.R.ED. ;�\O 5:T_^.2YF:lC.�°d S•- w, s WOOD SHINGLEB' NDC eRlcK'CHIMNEY q. 'ELEVATION$ . - .... .:WOOD TRIM PAINTED WHITE - WHITE DOUBLE:HUNG WINDOW_WS:4 BLACK - W : -_ - .&4A6LE9 SHUTTE@S_ - -�• .,..; .I'I . - WEATHERED W G I KITE DOUBLE HUNG: KITCHEN d BED.ROOM. WINDOW 9%9 BLACK; I SHUTTERS 1 . .. `• , �;I - W FAINTED WHITE WOOD TRELLIS WOOD;TRELLIS. PAINTED WHITE '� ,STORM DOOR PAINTED$LACK - EXISTINCx NORTH ELEVATION W U ; � ;o Ll' V. NEW FRONT DORMER z '~ Z - Q.. z ., -_,...,...... -.;n. WOOD SHINGLES _ n a/. M'.;)r�.- WHITE DOUBLE HUNG II' - WOOD TRIM PAINTED WHITE! Lo WINDOW b/6 IX4 WOOD` { ..t :.t TRIM_PAIN i ED UNITE WHITE CEDAR SHINGLES WITH 01L`-ekposuRs . WOOD SNINGLE9 TO MATCH EXISTNG:EXPOSURE' WHITE DOUBLE HUNG WINDOW 616 DC WOOD BU LDS rAiRk GQEN ER NEW COVERED PORCH--i ?RIM PAINTED WHITE . - TRIM'AND-WOOD'COLUMNB - " Ma_Deelgn,BUlld PAINTED WHITE EXISTING.STORM DOOR PAINTEDNOeiei/0eC/I'0A' '«-''�� BLACK•FRONT DOOR RELOCATED ramtnPon, A. ?s+ Oze�I Jlmf', NEW FRONT DORMER. PROPOSED NORTH i=LEVATION soe.- bd9+ EXISTiNC.-ELEVATIONS 4 PROPOSED ELEVATIONS wi .AU0.20,7014 . , WOOD 6HINGLE9 CHIMNEY NlDG BRICK -- = -- ELEVATIONS EXISTING'CUPOLA - — — — WHITE DOUBLE HUNG - -; .. :WINDOW 6/6 - .. EXISTING SKYLITE9 ---• —- a, I WOOD TRIM PAINTED WHITE s a WOOD,TRIM PAINTED WHITE: WOOL TRIM PAINTED WHITE WHITE DOUBLE HUNG_ $ E i � WHITE DOtSSLE HUNG WINDOW wo - WINDOWS;Lu - WEATHERED W.C.SHINGLES —— WEATHERED W.G..SHINGLE9 X ISTING EAST ELEVATION Q Z WEATHERED W Lu E C.SHINGLES. Z JU Q W ...:.HIP ROOF AT ADDITION, u-777 NEW WOOD SHINGLES TWO STORY ADTIOh �•, ,Z ,Z -D WOOD SHINGLES }✓ r Q' Q O Y —WHITE DOUBLE F- b c AWINDOW_6/6 JC4 WOOD: Cal,'_ Q WOOD TRIM PAINTED WHITE NEW FRONT TRIM PAINTED WHIT£, Q _Ia I DORMER Q l .. NEW COWERED PORCH a OR . / ► WOOD TRIM PAINTED WHITE WHITE CEDAR SHINGLES,WITH GREY BLEACHING OIL-'EXP08URE TO MATCH EXISTING EXPOSURE �; I j i y - ,T NEW WHITE WINDOWS ENTRY, I't I i k 6/6 BJ�LDER ARK,GRENIER', PORFROAT MG'Dee19n BUIId, he, w NEW ENTRY. ..... — TRIM PAINTED.WHITE - —— —— --- - - cA WOOD TRIM PAINTED WHITE ,4 - IbI Mnro.taad Lem �� PROP03ED E45T EL"EVATION~# re : 4 ra ours s� 1 WHITE CEDAR SHINGLES WITH gOg.36�.baba GREY BLEACHING OIL-EXPOS' t;ybuUd^aui.oak.ce'+t NEW WHITE WINDOWS .. w••to �� - TO MATCH EXISTING EXPOSUREExist "-"--.""- WHITE CEDAR SHINGLES WiTH - - PROPOSEDIEVL IATICNB N._ GREY BLEACHING OIL=EXPOSURE PROPOSED> vdnoHB TO MATCH EXISTING EXPOSURE: - - - o w:: BRICK CHIMNEY WOOD SHINGLES DGr WHITE DOUBL£HUNG' _— ——• —.- EXISTING.CUPOLA ELEVATIONS WINDOW 611?t BLAC#C T Ir SRrM PAINTED WHI ' SHUTTERS - .. ;_ TE .. " - '- - Ekl9 TING SKYLITES WOOD TRIM,PAINTED WHITE i p ti' �•--- - - " WOOD PAINTED WHITE — D TRIM '_:,.I ® i�l ® I •r- ®._ i� ..® I ®�� I .WHITE DOUBLE�HUNG - WHITE DOUBLE HUNG. .:. II -.I® Oil I® � WINDOW:6/6 t BLACK - WMDOWs. 6/6 t BLACK -' ' SHUTTERS .,- .;. I - sHUTTERs Il WEATHERED W.C:-3HIN5LE8 WEATHERED W C SHINGLES....... WEEATHEREDWc 8WNGLEs. (EXISTING IUEST ELEVATION HIP,ROOF AT ADDITION - uj ~ ac z '. WOOD SHINGLES TWO STORY ADDITION Z. x NEU FRONT WOOD SHINGLES WHITE DOUBLE F0.J>\G'- WINDOW 6/6 IX4 WOOD r 3{ .`t ,�`• ' TRIM PAINTED WHITE � p WOOD TRiM PAINTED ILHRE: NEW COVERED PORCH sy - FRONT WOO*. _TRIM PAINTED WHIT• I- _ �, �;' �<""hJ_ _ ITE CEDAR SHINGLES WITH - 6R£Y BLEACHMG.OiL-EXPOSURE € 3 = TO MATCH EXISTING EXPOSURE NEW WHITE WINDOWS" - 6/6 `[ qq a TRY .NEW FRONT � F, F:.. <' BURDER. MARK.GRENIER: NEW ENTRY . PORCH. - — — — ——— .i — r �'1 TRIM PAINTED'WHITE . . MG:DAetgn Build Ine . �.w WOOD TRIM PAINTED WHITE` . .NEW COVERED `.:- 61 uox ned iaa ee - WHITE CEDAR SHINGLES WITH... 1 PORCH rcm.,v, ors,Mk C2618 GREY BLEACHING OIL-EXPOSURE a"PROPOSED LLEST"ELEVATION soe sys TO MATCH EXISTING EXPOSURE �'scau:u<'--r'a' - - - NEW.WHITE WINDOWS: .:�Oylgrkwildooutladc:com NEW COVERED PORCH e.KITCHEN - EX.I STING'ELEvATIONS:,C PROPOSED ELEVATIONS: AUG 9:O'4 ,4-3 :.. .... WOOD SHINGLES . .- BRIGK`:CHIMNEY. - O ELEVATI NS -EXISTING,CUPOLA - D:TRIM PAINTED.WHITE I I .. OUBLE:HliNG' _ - .. WHITE6/91 US EXI9TIus SKl LITE9 ®, 'WOO TRIM PAINTED,WHITE. ' D TR WOODSHINGLES" .,. ... ..J ;,,. .. .:. ... l r WHITE DOUBLE HUNG �' ® I WOOD TRIM PAM'tED WHITE: ! i�! I I WINDOW Ste t BLACK' - - - ��: ® SHUTTERS _ WOOD TRELLIS-WITH - ? WEAtHERED W.G:bNINGLEB' PAINTED:WHITE STOR`1 DOOR PAINTED BLACK W Q,: Z EXISTINe SOUTH ELEVATION U .. New+ 4. HiP ROOF AT ADDITION TWO STORY ADDITION n}[ Z D zfSHNGLES` 1L z PICTURE UNIT W/FLANKER;.. WINDOWS.6/6•IX4 WOOD �° '"r�•F: D TRIM PAINTED WHITE ? 0 TRIM PAINTED WHITE _ : , . `Q' - { UlHITE DOUBLE HUNG .. . WINDOW 6/6 1X4.WOOD.. WOOD BHINGLEB '. J, TR(M•PA WHITE INTd a. �' �" r . j ITE CEDAR SHINGLEQ WITH GREY BLEACHING OIL-EXPOSURE S NEW COVERED PORGH o KITCHEN TO MATG14 EXISTMG EXPOSURE NEW FRENCH DOOR I ` ` !'. .WHITE DOUBLE HUNG - =, WINDOW 8/8.IX4 WOOD . NEW,COVERED PORGH " TRIM PAINTED'WHITE' BtflI.DER. MARK'GRENiER. ,» . TRIM AND WOOD COLUMNS ,� PAINTED WHITE NEW COVERED NEW PORCH ENTRT ... 61 Hoam teed Zero sele NEW FRENCH DOOR - l'Gmiouvz-y, PROPOSED'SOUTWELEVATION sca 36d 6g94 ec.,.v�•...ro•..•�•r.-••-'-`r+' - cgdselgrbvlide?utl ok c'or :EXISTING ELEVATIONS A _. PROPOSED'ELEVATIONS w. A.R i.Z9,2614 bT4• II �k LIU IE °a°El - 1 LU t q `EXISTING FIRST FLOOR PLAN ' llJ Q W. �J V, .� cj ` 1 M Q RED fl ' Y { I b fff b. aj n e aoo �r. ( 1 iCs Destgn Inc C und H a 3 64-.6444 4 II ids 9rc llfimoUtlDOk.coin ' EXISFN3!PROPOSED t_m CD w FIRST:FLOOR PLANS PROPOSED FIRST FLOOR PLAN. r- -__".- 2014 '. y ,4-3 j m. 1,' TEXISTINGRSECOND`FLOOR'PLAN UJ Cl • 17 � � 5. ��Ni ' 65SE4 9dTw 11! BUILDER MARK GR"MR,Y..-.- _ Cl } M� Aesig�suualir,� y O { i SLC. ��. �_.__ .- bi.�O tt Oety lAro ..• Yal+-9 Poet,cA oIb •9,d�$r"f�� I � .acoa: - 508 64 bG9d 7 �I � ada rdaulltlo a<T aok co•n aGa .: .. 'EXISTMG,;�ftROP09ED' � . —`_.• BECONO rF_OOR PLANS PROPOSEDE•5GOND FLOOR~P_LA�N, • Town of Barnstable Growth Management Department To ' +0~ � 2i)14 Barnstable Historical Commission x �` SJ r. www.town.bamstable.ma.usmistodealcommission , � Y 1 26 Ay NOTICE OF INTENT TO DEMOLISH IOR MOVE A HISTORIC BUI�DINC Date of Application 2(P 2+D 1'�- �,, f ol vy Building Address: 133 TgyWG� AVE Number Street I 1AYArW15 PlcR7— 07-06 Assessor's Map# WbI Assessor's Parcel# Village ZIP I Property Owner. RIC-14AR0 4AQV 000 "TRVST- Name Phone# I Property Owner Mailing Address(if different than building address) SAME Property Owner-e-mail address: r4/A Contractor/Agent: flEy D 516r4 8 y o L Q , I r-4c Contractor/Agent Mailing Address: (W HOME67F AZ! to JF YARMoo 7iq PORT' MA QZfc7S Contractor/Agent Contact Name and Phone#: KARV, 1 GR"1 ER y©E)31•0Ll 410'19'o Name n Phone# Contractor/Agent Contact e-mail address: Mg8eb1.go6u, 1J Port ook . Co m Existing Building Material: VV000 •FQaME k Type of New Construction Proposed: wzI c)o FAAM E I Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 I Year built: 1900 �1 boo-1 rb1�? Additions Year Built 1�9 knJo Lvw1 , e S �Iknrcur,•1 Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No Yes Is the Building associated with one or more historic persons or events, or with the broad architectural,cultural, political, economic or social history of the Town or the Commonwealth? SE sr- (r4V F CX2_ SHE E-r I I � I Is the Building historically or architecturally important in terms of period, style, method of building construction, or association with a famous architect or builder either by itself or in the context of a group of buildings?TfE CoT?•-A¢,E. NAs i4 D ssy EPA L tT &i>c) iOmits A--PJiO A LTi,2ATICX�45 6.tQIZ-76f_'1/ . "r tt& "IDDLL S�tC c4 15 u pi S QL A-r4D q4 eep1 I P,;'t-dE Doop,O� T�20o fT 1� f ko -I Otz C E2 cF41471qz+� -_tam C1Q,G i PjA L- &&j -Pcmo , . vc 'T-t, Ar-� P-Gav I t..E_-� `ram& December 2011 �a� IR� 0 --r-z M C__ A-/--�D Cor.t bV2A-'1&>-A, . '• TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION n Y (VN I jlo.,� Number Stre t Address Section Of Town "HOMEOWNER" Name Home Phone Work Phone PRESENT MAILING RES � Q�G City Town Statk Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the. building permit. (Section 109 . 1. 1) F. The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she unde ands the Town of Barnstable Building Department minimum ins ection cedu s and requirements HOMEOWNER'S SIGNATURE JA I V V I,,\ APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction Control. 'i HOME OWNER'S EXEMPTION The. code states that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person( s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix for Licensing Construction Supervisors, Sect on2. 155 ) .Ru This les alack eoflations awareness often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the unlicensed person as it would with licensed supervisor. The Home Owner acting as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, many communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. I Assessor's office(1st Floor): .� > Assessor's map and.lot 7nuer V tP •CLlt1:c� i Pao`THE To`` Conservation All Board of Health(3rd or): i Dsa»r�nt Sewage Permit number r Engineering Department(3rd floor): � e o• House.number , Ito ear► Definitive Plan Approved by Planning Board 19 } APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ob ja [ �S i t IJS ��otsyE 8 opt SECo�lO �Laof� ��p i Au,�atzy I s r TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 133- MV I POG Ao1(r y��•,�tS(,�t'T MOO Proposed Use . i or,i-p- -Eyi-mlLX ZEtC-I G Zoning District h — Fire District Name of Owner s I--?,0VSEjL CURR-1 E Address 1-51 1 KV(PP G f �3 ina�?15 P(T Name of Builder o A 4 U) IX®a Address i3-6 CN iVn 91L f}p� Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost s :5 oc) Area G Diagram of Lot and Building with Dimensions Fee�Qv Q - 2 35, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam e tA A�A 01\ \MNQ Construction Supervisor's License Gt,,t P4,&P— CURRIE, DR. L. RODGER - f _ No 35425 Permit For BUILD ADDITION Single Family Dwelling Location 133 Irving Avenue Hyannisport Owner • Dr. L. Rodger Currie Type of Construction Frame Plot Lot Permit Granted October 6, 19 92 r Date of Inspection 19 Date Completed 19 ' r 1 r - ..j I - WOOD SHINGLES ELEVATIONS' .BRICK CHIMNEY - o WOOD TRIM PAINTED WHITE WHITE DOUBLE HUNG WINDOW 13/9 4 BLACK WEATHERED W.G. SHINGLES SHUTTERS WHITE DOUBLE HUNG KITCHEN E BED ROOM ® ® ®® ® WINDOW � BLACK SHUTTERSS WING BEYOND WOOD TRELLIS PAINTED WHITE WOOD TRELLIS LU N • PAINTED WHITE _ EXISTING NORTH ELEVATION STORM DOOR PAINTED BLACK e .. SCALE 1/4"a 1'-0" Z .. ��01(1 DETECTORS REVIEWED . `� � � lu LU Z d CARBON MONOXIDE ALARMS BARNSTABLE BUILDI G DEPT. DATE MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE Z to FIRE DEPARTMENT DATE T WOOD SHINGLES BOTH SIGNATURES ARE REQUIRED FOR PERdWI IMG . }— WHITE DOUBLE HUNG HE ® WOOD TRIM PAINTED WHITE WINDOW 6/6 IX4 WOOD TRIM PAINTED WHITE WHITE CEDAR SHINGLES WITH GREY BLEACHING OIL - EXPOSURE TO MATCH EXISTING EXPOSURE WHITE DOUBLE HUNG F1 WINDOW 6/6 1X4 WOOD FHonlestead K GRENIER TRIM PAINTED WHITE Build, Inc. EXISTING STORM DOOR PAINTED ne i 4 rr 6G_ Yarmouth Port, MA. 02615 PROPOSED NORTH ELEVATION BLACK - FRONT DOOR RELOCATED Iu 508 - 364 - 64S4 T 1 mgdesIQnbuIIdaoutlook.com SCALE 1/4"•1'-0" �y T tc��' da'6> I 0 S _ aww..w+wmm".w.rnnreaaaracr «"ro:aa,m ,m,.";es �, Sq WILLI M gym- EXISTING ELEVATIONS 4 o BIS � PROPOSED ELEVATIONS !:.` •{ 0 STRUCTURAL 91 NO.29488 RF GISTS R �� cam, SEPT. 5, 2014 FSS/ONAL ENG 1 WOOD SHINGLES BRICK CHIMNEYLY,deT(O1VS 1 ------------- EXISTING CUPOLA ---- - --- - - -------- WHITE DOUBLE HUNG EXISTING SKYLITES ------ WINDOW �0/6 ' Y e WOOD TRIM PAINTED WHITE WOOD TRIM PAINTED WHITE — —= — ------ - WOOD TRIM PAINTED WHITE ------ \ w WHITE DOUBLE_ HUNG N WINDOW fo/6 01 WINDOWS DOUBLE6/6 HUNG' . WEATHERED W.C: SHINGLES. — — — — - — — —, — — — — - —\,— — - — — —• _ _ WEATHEREDW.C..CSHI SHINGLES ° � Y � ,. WEATHERED W.C. SHINGLES a „ - EXISTING EAST ELEVATION ,Q z . SCALE 1/4" 1' r h HIP ROOF AT ADDITION LU ,tt i Z ' x VF . `. WOOD SHINGLES . L WOOD SHINGLES O WHITE DOUBLE HUNG L ,g m 'cal WINDOW 6/(o -1X4 WOOD WOOD TRIM PAINTED WHITE- i TRI M PAINTED WHIM IFT WHITE CEDAR SHINGLES WITH GREY BLEACHING OIL - EXPOSURE'. TO MATCH EXISTING EXPOSURE B NEW WHITE WINDOWS rolro N ---=-- NIER 'BUILDER• MARK CsRE NEW ENTRY — — — — -------------- i Id, Inc TRIM PAINTED WHITE Gs Design $u . WOOD TRIM PAINTED WHITE 6l8 64 HomesteadLane . PROPOSED BAST ELEVATION WHITE CEDAR SHINGLES WITH Yarmouth05364 - 64 4 O2 SCALE v4"=r o^ GREY BLEACHING OIL - EXPOS osignbuildeoutlook.com NEW WHITE WINDOWS TO MATCH EXISTI SURE �P\-TH OF Mq SS9 �y EXISTING ELEVATIONS 4 wILLIAM O. PROPOSED ELEVATIONS WHITE CEDAR SHINGLES WITH - c GREY BLEACHING OIL - EXPOSURE BISHOP TO MATCH,EXISTING EXPOSURE s RUcrURAL 0.29488 �P.p Dew, //� 0- �F Q p SEPT. 8, 2014 L. ASS ONA ER No�� BRICK CHIMNEY WOOD SHINGLES ELEVATIONS WHITE DOUBLE HUNG EXISTING CUPOLA WINDOW 6/(o 4 BLACK — SHUTTERS ® - — — — ------ WOOD TRIM PAINTED WHITE EXISTING SKYLITES WOOD TRIM PAINTED WHITE m a ____ WOOD TRIM PAINTED WHITE 4 WHITE DOUBLE HUNG ® ® ® ® ®�® ® ® ® WHITE DOUBLE HUNG F ® ® ® WINDOW 6/6 4 BLACK WINDOWS 6/�0. 4 BLACK D SHUTTERS SHUTTERS WEATHERED W.G. SHINGLES - a--- -- --------------- ---- ------- --------- - WEATHERED.W.C. SHINGLES• WEATHERED W.G. SHINGLES EXISTING WEST ELEVATION Z U SCALE 1/4"o f-0:: - Z • I p ul- HIP ROOF AT ADDITION LU WOOD SHINGLES } Cn +v z z WOOD SHINGLES WHITE DOUBLE HUNG rr��11 _ WINDOW 6/6 IX4 WOOD iJ-1 m 3: Q TRIM PAINTED WHITE —WOOD TRIM PAINTED WHITE Q WHITE CEDAR SHINGLES WITH GREY BLEACHING OIL - EXPOSURE ® TO MATCH EXISTING EXPOSURE NEW WHITE WINDOWS 6/6 ME NEW ENTRY BUILDER: MARK GRENIER — — — — — — — — — — - TRIM PAINTED WHITE MG Design Build, Inc WOOD TRIM PAINTED WHITE HomeWHITE CEDAR SHINGLES WITH 61 Yarmouth Foread Lane �aTki Yarmouth Port, MA. 02615 GREY BLEACHING OIL - EXPOSURE {PROPOSED WEST ELEVATION 508 - 364 - 64S4 TO MATCH EXISTING EXPOSURE SCALE 114"-r-0" NEW WHITE WINDOWS mgdeergnbuud�outlook.com P` �a� -Mgss9c W'«IAM p tiN EXISTING ELEVATIONS 4 STRU OP PROPOSED ELEVATIONS URA u N�•29488 SFC/STEREO S/0NAI ENS\1 SEPT. 5, 2014 eerie: 1/4" o I'-0 WOOD SHINGLES ELEVATIONS EXISTING CUPOLA BRICK CHIMNEY WOOD TRIM PAINTED WHITE WHITE DOUBLE HUNGLtil EXISTING SKYLITES WINDOW 6/6 WOOD SHINGLES WOOD TRIM PAINTED WHITE WOOD TRIM PAINTED WHITE ® R WHITE DOUBLE HUNG WINDOW S/S 4 BLACK ® ® ® ® SHUTTERS WOOD TRELLIS WITH PAINTED WHITE . WEATHERED W.G. SHINGLES STORM DOOR PAINTED BLACK LU Z EXISTING SOUTH ELEVATION Z - SCALE 1/4' I'-0" - - LU Uj U�t UJ HIP ROOF AT ADDITION to WOOD SHINGLES _� Z Z Z PICTURE UNIT W/ FLANKER M�M m f__ WINDOWS 6/6 -IX4 WOOD WOOD TRIM PAINTED WHITE lit X Q TRIM PAINTED WHITE g WHITE DOUBLE HUNG d ` WINDOW 6/6 IX4 WOOD WOOD SHINGLES TRIM PAINTED WHITE WHITE CEDAR SHINGLES WITH GREY BLEACHING OIL - EXPOSURE TO MATCH EXISTING EXPOSURE Fff NEW FRENCH DOOR WHITE DOUBLE HUNG WINDOW 8/8 IX4 WOOD NEW ENTRY ir-V' V-o" TRIM PAINTED WHITE BUILDER: MARK GsRENIER TRIM PAINTED WHITE MG Design Build, Inc. 61 Homestead Lane Ma Yarmouth Port, MA. 02615`NEW FRENCH DOOR .1 PROPOSED SOUTH ELEVATION 508 - 364 - 6494 SCALE 1/4""ib" mgdesTonbulldgoutlook.com E TI FM p �ss9� [ILL p , EXISTING ELEVATIONS 4 siSHpprnPROPOSED ELEVATIONS SNp.29488AL co o � � /STEREO Oat-ANAL EN SEPT.(�/ SEPT. 5, 2014 —� Iscale. 11411 a 11-011 UNDER BTAIR' BED RM x3 - F . 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Yarmouth Port, MA. 02615 g PATIO � � OFF 508 - 364 - 64S4 `�t ` q 16-81fz � 15'-0° $ 9ss mgdesTgnbufldeoutlook.com Q GAS FIREPLACE Q O� � y� qM c 4'-0" 8'-tOY," 7-8° 2'-8 S'_0" STR /SHOpO- m 34'-31h" 17 8h° -a A/pUOT�/12gt -q 52'-0° �0 2g48e co EXISTING 4 PROPOSED PFc FIRST FLOOR PLANS _ass/ONALFENG�� PROPOSED FIRST FLOOR PLAN OCT, 23, 2014 _� ° SCALE I/4"=1'-0" Scale: 114" - I-0° 19'-0" 151-0" 181-0" o 10 2'A" 8 9 A" v BD RM v m -- o N - 'N, rm 14'-7" LT MASTER BD RM BATH o 8'-5" 5'-10'k" ro .n LU Z 34'-31h" 1 T-81h" x w W EXI TING SECOND FLOOR FLAN - SCALE 14"o V-011 - O 52,-0" 1 ,-3„ 9'-5" 5'-10" 7•-8" t!I a Elo M `�• \/ MASTER BATH _ R r `r BD RM ROOF (O O DN NBATH HALL f N . CO Poer uP*o aooF VI 4X';P ST DN _ - - . N 7 'v6LLEY ENDS ',.I __-_-_- - ' POSTS&HEA ER O C1w.� FOR ROOF VA _ - Vp Si POSTI ILL - MASTER BEo Ro BUILDER: MARK GRENIER .c9 , 4 � MG Design Build, Inc op 61 Homestead Lane 9 oo �, y Yarmouth Port, MA. 02615 '- ,=: & 5'-4" s <y 41 i 508 - 364 - 6494 ._. STR�StiOp Gn mQdeslgnbulldeoutlook com k /V0.2 TUR9 X�PO S DN 41 �488 �i T-3" 8'-10" 8'-5" 2'-9".. 6'-9" • sS STEREO 18'-0" - ��1� ENVN EXISTING a PROPOSED 52'-0" 1 SECOND FLOOR PLANS FROPOSED SECOND FLOOR FLAN Date: SCALE 1/4"-P-o" OCT, 23, 2014 —� Scale: 1/4" o I-pll 19'-0" 15'-0" FIRST FLOOR ADDITION - - - T-6" T-6" 8'H X S"THK.CONIC. N. - - WALL ON CONT.I'-4"X 2" THK.KEYED CONIC.FT' • W/DAMPROOFING TO GRADE - - S, -TOP OF CONC.TO ALIGN / _______________ 'T' 5 Dau>ELa EXIST,4 FINISH FLOOR a SOUTH O �. 24"G.G.VERT. WING / 'Q / EXISTING CONC. , % ENTRY BLOCK FOUNDATION i / ADDITION / 24'L.GC.. ER VT. 9 DOWELe / Ae REIXIIRED-vERiFY " vER % 12'D.CONIC.80N0 TUBES ON EXISTING CONIC. 24°C.C. T.: / z BIG FOOT FOOTINGS W/(2) jBLOCK FOUNDATION - F O •4 DOWELS vERTIGAL v Q / - FX —G CONIC.BLOCK _wAu /Renovm ___ __ EXISTING CRAWL SPACE /.� Q q r / ' , r 24 DOWELS- Y 24'C.G.VERT. Q W M I V/ EXISTING CRAWL SPACE -POST UP N - - / ' Uj N 17'-8' % 8'H X 8 THK-CONC.FDN. wA WALL ON CONT.I'-4"X 12' EXISTING CONC. / Q THK.KEYED CONIC.FT'G. 5 DOWEL i BLOCK FOUNDATION i r - ED W/DAMPROOFING TO GRADE • >. r r _______ _______ _____________ -TOP OF GONG.TO CARRY , ' EXIST.FLOOR JOISTS AT ° " ////i / MAIN HOUSE-THIS WALL ONLY , , , , 1K m >- .. EXISTING CONC. Q .. _ Al ^ Q BLOCK FOUNDATION 00 5 DOWELS STEP FON.WALL OdLN 24'r C.L,v T. OB i2ECAlIRm' r , r , ---------------------------7------\ 4�. ' / / ///// / // //// // e'er'•-. " - - 9'H X S.THK.CONC.FON. - WALL ON CON r.f-4"X 12- THK.KEYED CONC.FT'G. - W/DAMPROO ING TO GRADE. • - •• ..' " -TOP OF COI,C.TO ALIGN EXIST.4 FINIS FLOORS®SOUTH - - - WING 7'-83/4' 7-83/"" 15'-5'h'FIRST FLOOR ADDITION=� 17'-6+h" FOUNDATION PLAN, BUILDER: MARK CsRENIER SCALE 1/4"-I'-0" - MG Design Build, Inc. 61 Homestead Lane ` Yarmouth Port, MA. 02618 E - E708 - 364 - 6494 ".:`•-."`._. 0 T F mgdeslgnbuildiwoutlook.com o A NRejST�p m FOUNDATION PLAN C o 2s488g4 F� /STER E D N\ENGINA f Date: OCT. 23, 2014 �— VVV""" scale: 114" - 1r-0" 19'-0" 15'4" 18'-0" FIRST FLOOR ADDITION ;- - ------ ---------------' -- @ 8" . - -------------- ---- / Q - / / ENTRY ADDITION _______________________________________________ _ __ _ ___________________________________________ I 1 / x 104 1 ,G. Uj LU , �1 STAIR.�'G. e ]X IOe .. ` mac*"- w 1p N / Y 40:-: - - - / � -1 N,1 8t 81' 7- 7-_ 8t /Bt V► / 1 1 -- ---- -- ------------------------------ --- m .Q • _ � cal � A - P.T.-2 X Me a 16"G.G. X Oe I 18'-01 15'-5,h" 17-61h" r FIRST FLOOR FRAMING PLAN BUILDER: MARK GsRENIER SCALE 114"-1'-0" .. ,...�. MCA Design Suild, Inc. 61 Homestead Lane , f Yarmouth Port, MA. 02615 1 508 - 364 - 6494 f " mgde s l9nbu l l deout look,com AL OR < v i srR�s yop o = FIRSTFLOOR FRAMINGPLAN ;o N� CT(J rn y �s�c/SrFR E D owe: NBC ENGINE OCT. 23, 2014 wale: II I 52'-0" 19'_0" 15'_0" FIRST FLOOR ADDITION z R Q -z 6.0" Uj 11 LU a _ 16 C, q q POST .. - _ ❑ _ -,w.STAIR OP'G -�+---..r._ _._ ..-_ •.�-...� _}_.._ _. _ .._ _ �.... .-_ �^._ _ _�.. _ _ /� _ - .._ — N 1i- Cn O 4 'r OS U /D axa wD.PDsr � � LU 4MWD. sr / II /8 F S L 4MM.PDsr EO -GNU N m i • ---- ----- _ A/ ,Q �. > 2 K I a IV C. ' cq >— - Q ID Q 17'_8,fz" I I SECOND FLOOR FRAMING PLAN s - SCALE 1/4"a V-O" BUILDER: MARKGRENIER MG Design Build, Inc. 61 Homestead Lane0r34 ' Yarmouth Port, MA. 02615 � 1 508 - 364 - 6494 mgdes lgnbu l ldeoutlook.eom N EA ry 0 SECOND FLOOR FRAMING PLAN do& OA TFRED I� 007. 23,72014TS. NGINEE� sDa1e: 114" e 1-0 I 52'_0" - 6-0" 19-0 15'-0° TW. 4x4 POET o . 0QP.1 9 /2 V e (2)9 /2 s O 8° Z U z = 2 I e I6"r— ? Q � LU - _ yn LL H2.SA _ \ - --- I/ff O m A o b LU 111 ` - 0 cti < 111 .. IT (� W u N A o ER o (n O dO m 2 D �—•---LX.nPOST VODn4-�-—- -—- - � _ ' • N N r ussu IL Z z LL cq >- - 2 k e 6 I6"CA 2 X I e 16 G. � N 9 1/2 V 2)9 / V e - 34'-0" - axa POET 101-01 TVR. TYP.- e iaOO� r-R,4MING PLAN BUILDER: MARK CsRENIER SCALE I/4"a 1'-0" - MS Deafen Bulld, h IV. 61 Homestead Lane 17ia�w{t3 Yarmouth Port, MA. 026l5I � 508 - 364 - 6494 t ' mgdes ignbul ldeout l ook.com o W LTy� �< �7 ROOF FRAMING PLAN ti Ric ti�A° o o r� Date: FRED p�l OCT. 23, 2014 NG E EINEP 5-4�v,("� �® scale: 1/4° o V-Oa r 3, T'P: TYP: - LSSU LSSU @ ALL RAFTERS h Typ. II II II /RIDGE BOARDS H2.5A @ ALL RAFTERS I I I I 11 11 TYP.- ` H2.5A @ ALL RAFTERS BED ROOM W.I.C. - MASTER BED ROOM 12'-71/z" 5'-4" 11 18'-3" 15'-0" EXISTING WALL FRAMING 1 _ 5/z'"' NEW FLOOR FRAMING o 2' -� >1-I-I - - - - - - - - - - - - - - - - - - - IL \ ' Z 1'' - EXISTING WALL F(v�AMING EXISTINr, IIIAI..L FRAMING to LU C FIRST FLOOR ONLY J ^ I LIVING I DINING KITCHEN Q n I1 T: - O l LU 18'-3 9/32" 1 I 15'-0" = 17'-27/s" = 4'-81/z" EXISTING FLOOR FRAMING S NEW FLOOR FRAMING o = µ q RON N WOR MR 11,111 EXISTING FLOOR FRAMING _� Z • � � O it 8. 17-8 8 15-0 8 16-8 8 4'-0„ � .. EXISTING MAIN HOUSE ADDITION EXISTING KITCHEN Q 1 FRAMING SECTION = 4 BUILDER: MARK GRENIER MG Design BUIId, Inch�. 61 Homestead Lane ' rk1s Yarmouth Port, MA. 02615 p 508 - 364 - 6494 I: I� ' mgdeslgnbu I Id®outlook.com E s Sp BiSI q� FRAMING SECTION %n 299 Rq y ��y RED Date: 9C FNGINEti� �I� 1 OCT. 23, 2014 �_� Co.svR.'.vv IA O'STA'.e pp.me LL0R'MARROW-WACL RRACINO MSTIEOD C. M1AAMv ALL C4k[ NSD N'LCICY 30UNMilO - \ 6e E1rroU s;a C'ewErn ,y I2a .vem_1 fMc' i,ed bP i C d t`h I waiW ,; "w..,� wbw,uae.d . ha.r�! y flu,Cr a e. .. t � °'xa tK ct and Sow i i } t 4 i T�--. .:ale � `a•ad 1 �` S - � .. 4. tr hc.p _m3+63 17� - e, T 31YY3 i d YS --�-- e s » 1 J NOTES: TYPICAL ALL FRAMING AREAS ��,,;.�,�,.k„E3Kf�<) ,E£�t��k�„�Ea•�-°.,E3— z FLOORS/WALLS/ROOFS ` BLOCKING @ 4'C.C. @ALL ROOF, CEILING TYPICAL IST SIMPSON STRAPS BABl310m ,I �NCRETE AN°NAILED TO SILL AND UP _ FLOOR PARALLEL TO-EXTERIOR WALLSLU - - AT HOUSE WALL TOP PLATE LAP 4'W/10-16d ! tti3 4 ., ,.'. .` _ Un.Eanf H M tE nsitvtl/ : �3=1fi9 eecMui4 �; ,�. �X WkRf Ai9UWEb OUR OE GA EA FYMi PRER 1 Si:". - - fNn�@�p�fltr11 � k i s e, r - •F ^5 7� !S'b 4ii 6fli'RKu1 'f): A]PR, f5tl fi, m• - :. �� Pk+'rsxAk;is IDS 'S41 7d ,qY \ ILU .5 LU .a: f .•Y• / .,�: -,° — .. J �'Ik NE TLtl h41lCG`e Q 4R' tWlPdi t"17 1'!,x ,{MTJ Rim r$ ,, ° 0 + RAFTER TO SAVE H2 5A• - - 'Q 'T 11 RIDGE STRAP LSTA 12 ALL NAILING PER TABLE 2 GENERAL NAILING LU 2 ,_.-f X daeton tetl9 foci lUAi.IT99+txRez•17 :&9rl Fpip Iat E: 'I 110 MPH WFCM u m�T �"�. '� t� . �' � a 11.1 _-1 ALL SILL BOLTS .W EMBEDMENT wPs w.A .Rw (K Z + HOOK W .,�. , Pm,a P + �� a PORTAL-FRAME.DETAIL /aN X aIr X 1/4N PLATE WASHERS s .� a c, ee 4 .� " — �► @ 56"C.C. &WAN 12"ALL CORNERS EA.WAY ,. . PnkP kPi a8 ron n m asp s Etr4Nuaf.Bn� k arok b m'aauul M �. ad �s �l�l3dld - PROVIDE ECCQ CCQ CONNECTORS ALL " . �� «� A" =EaA PR r r @ Uli �t x 'wo BEAM/COLUMN CONNECTIONS/WOOD/WOOD 3M. to ^, PROVIDE HANGERS @ ALL FLUSH CONNECTIONS �m - attitw cc'acA opi 26 aP t e and i3'fsktz` H•kFd NAILING- 8d @ 6"C.C. EDGES/6"C.C. FIELD-TYPICAL p7g >111�� M �° "°°''' ROOF SHEATHING [d @ 4"CC EDGES/,4"CC FIELD=4' EDGES WALL SHEATHING 8d @ 4"CC EDGES/12"CC FIELD - 1st FLOOR. 0"�1 Ilsi - », "tPa .�2ki 15 tNs /8 f Na: CONNECTORS REQUIRED: WALL SHEATHING NAILING-8d @ 6"C.C. EDGES/12" -ABOVE 1st FLOOR PROVIDE METAL SIMPSON CONNECTORS Q ALL - POST TO BEAM LOCATIONS,POST BASES BALL "G.G. EDGES i 12" FLUSH FRAME LOCATIONS.CONNECTORS TO BE - F. n n SIZED ACCORDING TO POST,BEAM AND RAFTERi.:w: SIZE REQUIREMENTS-INSTALLED PER MFR'S. BLOCK/NAIL ALL BUTT JOINTS - wsrRucnoNs. ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP PLATE&SILL-7/16" MIN.THK. GENERAL CONTRACTOR/OWNER SHALL INSURE BUILDER: MAR< GIZENIER THAT ALL WORK CONFORMS TO THE LATEST MASS. STATE BUILDING CODE &THE MG Design Build,-Inc!", WFCM 110 M.P.H.-B WIND CODE CONSTRUCTION& 61 Homestead Lane / ALL OF THE LATEST LOCAL CODE AND ZONING Yarmouth Port, MA. 02615„ REGULATIONS. GENERAL CONTRACTOR&OWNER 508 - 364 - 64e4 SHALL VERIFY ALL SITE CONDITIONS AND ALL mgdestgnbullcleoutlook.com N EAL5Y INFORMATION ON ALL DRAWINGS IN THIS SET &MAKE CORRECTIONS AS REQUIRED AND/OR sr a '�,�, � 110 WIND GODS FASTENING DESIGNER OR ENGINEERPRIOR TO START OF ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS IN THIS SET 2�A88�< J i3 �y Off,(FRED I� Dale: INE� lkl OCT. 23, 2014 r scale: R P 1/4 = -0'I '+ »mr—.— ...v,„,»,.w :.� .....w..www.w.�-.f.a•.' .--.+-..� .. :.v.v..e.�....- r+.r.a�':.v- a ..cr«vm,.�:..r- ewre are w.e wuvva « �.. ,..... ,.n r.«. e..vrvm. e«maxwnaxmrr...vr.,v,.r.umn..xw.ax.s, evm e..,.ay.,:wv.�r-ew• ..m.rc ... •r,.,,_,.w 4w..,..re«.»«....w+». w.v�._,`.w»<...w.....wv.wwr.cm rv,.m.ve.n �,r:•,�.: v �'r,$�J h.,%'t. 't � n ., y,,�,.. r lrt'�';.:.;�.�7 �j . .... y .. .. � VING A VEAfUE 60,0.0i LOT 2 7588 SF I ! N o / PROP. PATjo { EXIST.-..DWELL. ,13.3 JZ3 0, ro - J . -` - -; g.7 _ - �EXIST.DWELL. _ -- -- of NO CELLAR � cp J . C� )WELL. /SHELL AND ASPHALT DRIVE EXIST. DWELL Q GARAGE rn SLAB 00 CV 28,00p`..,.� Cu EM 01 Hill y EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION SCALE 1/4" = 1'-0" f SCALE 1/4" = I'-O" Z Z LU O^ LU BUILDING DEP-1 MAR 13 2017 - Z zLU TOWN OF BARNSS�ABLE m O ® fk 0 37=7 — - — F= o o DODO BUILDER: --------- --------- MG Design Bufld, Inc. 61 Homestead Lane PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION Yarmouth Port, MA. 02615 �n mgdesfgnbulld t� goutlook.com�--> -..- SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" P 508- 364-6494 EXISTING 8 PROPOSED ELEVATIONS Date: �b MAR. II, 2011 p('\ 13 1 s 1/4" - I,-0" EXISTING EAST ELEVATION EXISTING WEST ELEVATION SCALE 1/4" = I'-0" SCALE 1/4" = V-O" Cn LU z Q Cn Cl) �- O ®�® tk O0 0 • BUILDER: PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION MCA Design Build, Inc. V Homestead Lane SCALE 1/4" = i'-O" SCALE 1/4" = V-O" Yarmouth Port, MA. 02615 ' mgdeslgnbut1daoutlook.com9_ - P 508- 364-6494 T' '�1M 1 , EXISTING d PROPOSED ELEVATIONS Date: MAR, 11, 2011 A_/�L sw�e: 1/4" = 1.-0.. --------- r d1i uli EX15TING FLOOR PLAN LU z —SCALE-1/4 - - -0'- �.w O Z cn z L c{l 3: 0- ------------------ (Y- ' I NEW DORHER ABOVE -�I ,/�1 I I I I I I ' I sulfa OPEN TO BELOW v DDErz . IL ® Cav: BUILDER: MG Design Build, Inc. 61 Homestead Lane Yarmouth Port, MA. 02615 mgdesignbutldmoutlook.com �y:+r,l- PROPOSED TOWER FLOOR PLAN PROPOSED FIRST FLOOR PLAN P 508- 364-6494 SCALE 1/4 11 = 1 -O il SCALE 1/4" = 1'-O" EXISTING 6 PROPOSED FLOOR PLANS Date: • MAR. II, 2011 A_3 scale: 114" a 1'All 2 V-8' 5'-0" 6-6" 8'-0" 2'-0' NEW 4'CONCRETE SLAB W/FOOTING 1 PIN TO EXISTING FOUNDATION (SEE DETAIL) (2) 05 W/ 4" EPDXY EMBEDDED ao ------ - + 24" PROJECTION NEW V J o 4'GONG SLAB." - I -I W/W.W.F.6X6 - f i - "WI.4 X WI 4 O 1 EXIST. STUD II- 1 - N WALLS-( P.T. SILL ) } EXIST.POURED 4' NEW - •U CONC.FOUNDATIO wIXi lw w�n�."e�o�rEn EXIST.POURED 4'WALLS II 0 IXI6T.fANC.biAB TO 6X6 P.T.61LL CONC.WALL 5/8 D. ANCHOR BOLTS wi w.w.n. T. - TO 6X6 P.T.bILL W/ WASHER w 48" C:c. 4"W CONC. B NEW G SLAB A — Q W/ W.W.F. 6X6 W1,4 X W1.4 } z EXIST.POURED 4' ^, CONC.WALLS - .'y z Uj 30" t2,_6. "3 6 2411 G.C. &I 0 21'-8" m O FOUNDATION PLAN GRADE `4 SALE 1/411 11—OI1SCALE M N (2) 05 CONTINUOUS i"MIN. COVER + _ F.'• 2"MIN. • COVER _J 1211 NOTE- THIS IS CONSTRUCTION OF A NEW FOOTING WHERE BUILDER: NONE EXISTED NEUJ FOOTING SLAB MCA Design Build, Inc. NO SCALE 61 Homestead Lane Yarmouth Port, MA. 02615 m(edesir@nbulld6outlook.com to t. p P 508- 364-6494 -- NEW FOOTING / CONCRETE SLAB PLAN a Date: MAR. 11, 2011 scala: I/4" a V-0" iV^ J 0 HE FREI NEW 2 ROOF RAFTERS 5-� 'a 12" C.C.• W/ I/2 GDX Z NEW DORMER J Q O -- -- --•- - _FROP_OSFD, •NORTN ,ELEVATION MATCH EXIST. SOFFIT / FASCIA DETAIL Z `T2X6.STUD DORMER_WALL Uj }— SCALE 1/4 = I'-0 - t ICE E WATER FLASHING " 0 1 i SEXIST ROOF RAFTERS i 2XIO LEDGER BOARD Z ' d SIMPSON HGR'S. } Z (3) 13/4" LYL BEAM n' Z �AME.ROOM -T.ROOF I m ! O '-6' 13'-8' 1' - I - M• MIO LFA3ER BOARD BD.OIU .. .�FOR Ek1aT.aFIORTENED ROOD A � ' O RFIERG LVL BEAM B0_QU N IO- M O. FRAMING SECTION a NEW ROOF DORMER IX10T.ROOF SCALE 3/0" = 11-011 EXIST.ROOF •. BUILDER: MC-s Design Build, Inc, 61 Homestead Lane Yarmouth Port, MA. 02615 �``�—4` i i mgdesfgnbulidmoutlook.comu�.�.�,T, NEW DORMER ROOF .FRAMING PLAN P 50e- 364-64e4 SCALE 1/4" = V-011 NEW ROOF DORMER SECTION E DORMER ROOF FRAMING FLAN Date: MAR. 11, 2011 —pi O Scala: 1/4" = V-0" L TOWN Orl BARNSTABLE I ►I II ;T r 2 I I, j D uj.1 10N FIRST FLOOR AP=>MON I I I • S ----------- --- 1 4' 7 •_ _ l - f :ADDIMON I IIj ' eel r rl >irt1rI l'!tf 1;ii;;I; { IiI z-. bato 1I� -� � _0"I_—_—Qov --_ - 'I!I-_-19I iI j I 4 4�I i �)Ol8 l(I 2=SEI'IlI i�9 5,I�i,�liI I�li(I-ItIi__!1'-II1I i.�It.__T1__'.__,,1I�I�I I-i 1Ii,Is a__-_O`^.__•t 'II!I i M�IIf T—llI iiIlI.(Ij�II E Lr'jIii�Il I'f��I{IiI 1W.��lIII j°IiiIi(I�!�I 0N-0_TTM�To I1I�II��f I�i�IIIEivIII.II s�CO at-_vX4 6 sv 3INrr1;IrlIIII lII,i'.i'Il I�II'm'•••'.`!!I1i ghIIi-aC I i'�—�.II'1I!,I�1P�III!(ii1IiI �LiI.�—I-b-II�IiI�)iij,�'ii Ijt�1�Iti--c-_,.-IiIiIrII,t FIIflI--_-•s---z1IIIi 1ppi�(�j,iI�I lI�II lII)Ii aX-__,eB^-�lIll�I'tllII�I�Li'I;�'rIi1;;l- �i14Ij�'1I 2 x1 14e o C. 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I I I '- G .!{ i OY/EI?li4 Ell CJI W I II T i µel .-- � 1 • \ _ ' L --— _ — _ �'�®—_ _ _.__-_-__-- �1 I fig•- .�� R�n �_V I• _— - 119�g I'C,IC.I` I, /�!?16 ' I� �'r - -X��..-r: I- 1 I �. i! Ago 3 -1 ------- _ �— �� II{.� I � 1' I II I , I � 31 tL 1.tr,A •suJ -. � _ h t lit--, TM m— I! ! II —��2 ,I I a EI 16 G.CI.\ j {{II� {I I 1 IX rJe 1 d 161�.. N 1 yg&p •f'A6 I t -- 2 �I � i{ I, li I I j 1I, j I �' 1' I I It I• � { I � '� - I� I i� I' \ �•I` �I ,�/cl ` I C)I zr � II 4 C?) II H2.tiA H2.5A I I ROOF FRAMING PLAN I SCALE ti4" I•-0" - MARK G I BUILDER: REN ER MG ®asig n 1Bu11d, Inc. 61 Homestead Lane N IE L y Yarmo:lth Port, MA. 02615 509 - 364 - 6454 vAx � 9ss imgdeslgnbutldaoutlook..com tI v 1 ! OA ct 4/ c O C I•----- ------- f9 0 29488q< �~ ROOF FRAMING PLAN STFRED i Nq( ENGINE�� (1 j FEB. 19 2015 { Scxse 114" = I—01.= --_S .. NOTES I 1. DATUM IS NGVD (BARN. GIS) 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR a O CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. r 4. EXISTING SEPTIC PER AS-BUILT CARD ON FILE WITH TOWN. a Ir .n Nantucket 5. EXISTING (5) BEDROOM SEPTIC INSTALLED o Sound 5/14/2011 TO REMAIN, NO ADDITIONAL BEDROOMS o o E • ocus III ,R►VINC7 PROPOSED. � A VENUE LOCUS MAP 60.00, NOT TO SCALE / LOT 2 ASSESSORS MAP 287 PARCEL 66 7588 SF_ AP ZONE (NOT IN ZONE II) LOCUS IS WITHIN FEMA FLOOD ZONE X I o I —j (AREA OF MINIMAL FLOOD HAZARD) AS PROP. PATIO I SHOWN ON COMMUNITY PANEL #25001CO568J CV 2) STORY PROPOSED ADDITION DATED 7/16/2014 I EXIST. DWELL. ZONING SUMMARY o I I ZONING DISTRICT: RF-1 DISTRICT 12 3' REQUIRED EXISTING PROPOSED I MIN. LOT SIZE 43,560 S.F. 7,588 S.F. 7,588 S.F. o MIN. LOT FRONTAGE 20' 60' 60' MIN. LOT WIDTH 125' 60' 60' 8 7' MIN. FRONT SETBACK 30' 29.1' 29.1' J EXIST. DWELL ' MIN. SIDE SETBACK 15 8.7 8.7 p NO CELLAR MIN. REAR SETBACK 15' 0.3' 0.3' a a MAX. BUILDING HEIGHT _30'. SITE IS LOCATED WITHIN AQUIFER I 3 PROTECTION OVERLAY DISTRICT 01 rJ rJ r✓f `-'-i-i ROPOSED ADDITION, OWNER OF RECORD / SONOTUBE FOUNDATION I I RICHARD M HORWOOD TR EXIST. DWELL 500 W MADISON, SUITE 3700 I CHICAGO, IL 60661 � I � r�l REFERENCES _ I ELL AND DEED BOOK 24953 PAGE 7 ASPHALT DRIVE �g to GSL E AB ro N SITE PLAN N OF 28.00, 133 IRVING AVENUE HYANNISPORT PREPARED FOR � ��,ZH OF Mgss9c P�Zt1UFM1,90 �o� DAA OJALA NIEL ti�� RICHARD M. HORWOOD, TRUSTEE DANIELA. G/m OJALA 133 IRVING AVENUE TRUST o CIVIL Cn No.40980 v PO 61- 46502Q �gNOFssv��o� OCTOBER 28, 2014 F /STE �� SUR SS/ONAL �aG off 508-362-4541 I fax 508-362-9880 downcape.com down cdpe eagineeriag, inc. Scale: "= 20' civil engineers sca to- U-Iy -�L. �- ° land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET yARMOUTHPORT MA 02675 rr � „a,�M,.��;��t�,..W�;, �✓,,,,,s�� r,��r,�� .�,y,✓�,c✓� ��,�scr�i ,/�i�iiirii,, itiisri��rr��;,,,,�r�riieizyirervi�r��ir�rr�yr�iti��irrae�er„r�re�sc�ar��r��€r�,�rc� rrrtr��i�,r��iiiriai/�/�aiiie��rr��a€cam , 21, 8a° ! NEW 4 CONCRETE SL tug FOOTING PIN TOEXISTING FOUNDATION SEE DETAIL ,� �g �. � 2) W1 4 EPDXY EMBEDDED 24" PROJECTION _NEW - t o L 4" GONG, SLAE3 I T" Uj { � E j ' 4 EXIST. STUD � I , P,T, 6ILL LU ' 1 3 ;/i NEW EXIST. 'POURED 4 I jUj GONG. FOUNDATION c15T.GtJNG. sLa>3 EXIST. POURED 4° ! _ �.J ' TO &X� P�T�s� GONG, WALL � �JI'S I iD• ANCHOR �30�T3 , ! XIvT.GO�i�. �LAF.3 �f o WALLS W1 W.i1,M. BOLTED + i i TO toXr� F,T, SILK °a? S C,C,� l°UA�J��R � •._. , r T 1 a cn I r- ----- N NU1 4 GONG. SLA3 EXIST. POURED 4°- 1 W.W.F. &x& W1.4 x W1.4 C ! CONC, WALLS z 30" Uj i � 3 24" C,C. 18" ° °° 12'-$° �� FIN. FOUNDATIONAN GRADE b ........ , SCALE 114 1 0 QL 2) #5 CONTINUOUS / COVER " 'MIN. I COVER Go AD rn r-- -- —_ _ i2NOTE- WTHIS 15 CONSTRUCTION OF FOOTINGA NEW BUILDER: EXISTEO NEW FOOTING LA5 - MCA Design Build, Inc. NO SCALE 61 Homestead Lane Yarmouth Fort, MA. 02615 mgdesicgnbuIIdwout look.com 10 508 364-6494 T NEW FOOTINGS / CONCRETE SLA5 PLAN T H "�� s9 v BlgHp a m kol �NAI ENG�� Date: f:EB, 24, 201-1 Scale: n � u 1/4 = 1 —O ..,,.... ,fr' � r w, r/�,z �i�r,'r�/a„r:..,9.�t✓//ri/G//9r,�3'"�� i/�l�/ � k�h�/ i'„/Y/r�//„�'��i�+'�s��„yrc�fZLf,��r�r� 61;�i/ �,layer,��r//s�x � /6�/ irrr✓i////ice, ,f "� .., ��r///i//r/�//r/%�0/�//�� r////%/////� Yll�/r//////r !�i/�� al/��/r//r//////'%r//9 �/�/////�v/.11ro .��/r SYSTEM PROFILE PROVIDE INSPECTION PORT TO NOTES _ WITHIN 3" OF FINISH GRADE PROVIDE WATERTIGHT MIN. 20" DIAM. (OR TO GRADE IF UNDER DRIVEWAY) deg ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS NGVD (BARN. 21S) - d (OR C.I. WATERTIGHT COVERS TO GRADE IF UNDER DRIVEWAY) WATERTIGHT AND SECURE COVER TO FINISH GRADE 7 50 Pie TOP FOUND. EL. 19.4't (WHERE UNDER DRIVEWAY (OR W IN 6" OF GRADE IF NOT IN DRIVE.) 2. MUNICIPAL WATER IS -EXISTING o 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 19.2 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER M 19.0 C 4. DESIGN LOADING FOR ALL PROPOSED PRECAST ----{ AASHTO M288 CLASS 2 NON-WOVEN GEO UNITS TO BE AASHO H-2Q I I 4"0SCH40 PVC OVER 3/4" TO 1 1/2" DOUBLE WASHED ST E MIN. 18" COVER PIPES LEVEL 1ST 2' MUST EXTEND 5' BEYOND FOOTPRINT OF C BERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 16.5 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE a O 10" 1500 GAL H-20 14' ' WITH 310 CMR 15.000 (TITLE 5.) 16.17' TEE SEPTIC TANK TEE = 8Fo ` ggo ggo 6" MIN popopop000p o ` 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND r- GAS ggFFL E ggo NOT TO BE USED FOR LOT LANE STAKING OR ANY CU 4' UQ. LEVEL (ACME OR EQUAL) 15.84' 15. 77' 8`� 15.59' 8� OTHER PURPOSE. " :•: '� 6" MIN. SUMP 0.92' $`i , 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. c Ir .n Nantucket „0p0pp0000pppp00ppppp;0000000000.p000000000p1 �0000000,°,o,°,o,°,o°oo,p00000000roo,°,o°n',°.�,°,�.°,o°,?opoo° 12" MIN. INT. DIM. 14.67 Sound 0 9. COMPONENTS NOT TO BE BACKFILLED OR o • HIGH CAPACITY INFILTRATOR (H-20) TRAFFIC APP CATION CONCEALED WITHOUT INSPECTION BY BOARD OF • ocus 2 6 CRUSHED STONE OR MECHANICAL = HEALTH AND PERMISSION OBTAINED FROM BOARD ( 2 X SLOPE) COMPACTION. (15.221 [21)W. ( 1 X SLOPE) M OF HEALTH. 3/4" TO 1 1/2' DOUBLE WASHED STONE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 1 X SLOPE) 6.97' CALLING DIGSAFE (1-a88-344-7233) AND LOCUS MAP LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & FOUNDATION 20� SEPTIC TANK 8' D' BOX 10' FACILITY OVERHEAD UTILITIES PRIOR TJ COMMENCEMENT OF WORK. NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 7.7' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS No GROUNDWATER FOUND SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 287 PARCEL 66 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROPOSED LEACHING FACILITY. AP ZONE (NOT IN ZONE 11) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED UPGRADE ONLY - NOT "NEW CONSTRUCTION" AND REMOVED - VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE �RV�NG L E G E N D IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR A VENUE BY HEALTH INSPECTOR 21.57 21.48 99- EXISTING CONTOUR PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED 21.86 BY THE BOARD OF HEALTH REVISED DURING A PUBLIC HEARING HELD ON AUG. 4, 2009 21 61 21.62 60.00' 99.1 EXIST. SPOT ELEV. SYSTEM DESIGN: - 99 PROPOSED CONTOUR 2) FAILED SYSTEMS ONLY : SEPTIC TANK TO FOUNDATION 21.21 9 SETBACK (10' TO 5.T) � ,0 06 GARBAGE DISPOSER IS NOT ALLOWED ® PROPOSED SPOT EL. 3 DESIGN 'FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD TEST HOLE 20. 9 / O585 USE A 550 GPD DESIGN FLOW 2� SLOPE OF GROUND 20-4 o 5' REMOVAL OF UNSUITABLE SOIL REQUIRED SEPTIC TANK: 550 GPD (2) = 1100 /19.89 AROUND PERIMETER OF LEACHING FACILITY. UTILITY POLE 17.01 C) j DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET USE A 1500 GAL. H-20 SEPTIC TANK FIRE HYDRANT 3 SPFCIFICATIONS OF .310 CMR 15.955(3) �: NaT AILs��weol.s WAY A� INoRAwwc � LEACHING: co2 .16 zc OJ EAST. DWELL. 4.72 SFAF x 6.25' LENGTh = 29.5 SF PER 20 6� 3 LOGS 1 *�9 3 / H-20 HIGH CAPACITY INFILTRATOR UNIT TEST HOLE O 5.7' 19.91 19 ,12 550 GPD/0.74 GPD/SF = 743.2 SF LEACHING REQ'D ENGINEER: ARNE H. OJALA, PE, SE 79 az `�i 19 PVC cLEANouTs 19.21 743.2 SF/29.5 SF/UNIT = 25.2 UNITS ' WITNESS: DAVID W. STANTON, RS 1.3' 9.39 EAST. DWELL 181 � THEREFORE, USE GRAVELLESS SYSTEM OF (26) DATE: 11/30/10 SAS DETAIL 20.4/ 19.61 NO CELLAR H-20 HIGH CAPACITY UNITS IN FIELD 1" 20' " 19 3 � CONFIGURATION SHOWN PERC. RATE _ < 2 MIN/INCH 19.5 1 47 26 UNITS x 29.5 SF = 767 SF > 743.2 SF CLASS I SOILS p# 13133 ;, (767 SF x 0.74 GPD/SF = 567.5 GPD - OK) / x 19.5 19 9�) 1 59 x i .73 ELEV. ELEV. 19.71 N z 0» 4 18 7' 0" Q 18•7' 19.4 100 I i g 5 - - d NOTE: PROVIDE 1' OF MA I it 9 1 1/2' To 2' DOUBLE APPROVED DATE BOARD OF HEALTH A A �9.47 I WASHED STONE AROUND 1 TH11 PERIMETER OF SAS /SL UNSUfr. F/ �R L UNSINT. 019 48 x 19.� I 1 5 " 10YR 4/2 " 4/2 EAST. DWELL , 1 . �a TITLE 5 SITE PLAN 12 / 12 19.26 I OF B B LS LS � + • � 6 ► [SENCH MARK - CORN. 133 IRVING AVENUE VX/ UNSUR. // UNSUR. _ t 9.0�� , _ d 8' RICK STEP EL 19.6 36" 7.5YR 5/8 36" 7.5YR 5/8 � --� , HYANNISPORT 19.21 AND ALI- DRIVE 5 �7 PREPARED FOR C1 C1 19.23 1 BORTOLOTTI CONSTRUCTION/ S�LOAM UNSUR• Si LOAM UN'UR• o / / / to GARAGE- o, 2.5Y 6/3 2.5Y 6/3P . VENT WITH 18.79 SLAB HORWOOD AL FTLTER 84" / 11.7' 84" 11.7 N AND BUGSC EEN (FINALCPLLACEMENT BY NOVEMBER 30, 2010 CONTRACTOR WITH HOMEOWNER 28.00, CONSULTATION) c � 'Ass, off ;.� ,' .+. _. off 508-362-4541 SIEVE C2 C2 ;!i�� c I fax 508-362-9880 DANIELA. n 7 j 1)ANIEL �� 09AIA � r1 �i. downcape.com MCS MCS CIVIL0 2 i i OJALh u,j down cape en iaeerh7 Inc. " 2.5Y 7/4 " 2.5Y 7/4 lac.�o9r g 8i 132 1.7' 132 7.7 °� �� _t� :�,r • civil engineers FS4 `a, 0.ti.. F land surveyors NO GROUNDWATER ENCOUNTERED 939 Main Street ( Rte 6A) 0 10 zo 30 40 5o I EET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10- '67 + ` .. /1fe + y, .. - .. • / � �' '�.. • � .. , .. . ' + toy 1 i f .. , v„ .. , .