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Home My WebLink About0019 VINE AVENUE z I yi e C 1 tA . e I 1 —... ..._ .. a .. ,. _. �. ,... p .,.. .t. .. �� ' ►� Town of Barnstable _ wilding " �` aY.�y,`M Mrv*w tK',� ., ..� ..• .. _.... +...__ ...{ : :� bnxivsrnere Post This Card So That�t is,Visible From the Street:Approved Plans Must be Retained on Job andahis Card Must be Kept MA p Posted Until Final.lnspectwn Has'Been Made ; Y _` , 16}9. �4d n y � 4 Permit „max" Where a Certificate of Occupancy_is Required,such Building shall Not be Occupied until a.Final Inspection has been made 6:,,..< �.x., �, . ... a �. .., .:Permit NO. B-17-3923 Applicant Name: SANFORD R TYLER Approvals Date Issued: 01/02/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/02/2018 Foundation: Residential Map/Lot: 226-027 Zoning District: CBDCV Sheathing: )?J2j Q Location: 19 VINE AVENUE,CENTERVILLE a I` Contractor Name: ;,ISANFORD R TYLER Framing: 1no u, Owner on Record: SHEA, KEVIN&BLAKE,KIMBERLY ;Contractor Licer #.CS-060982 Address: 166 GOODS HILL ROAD Est Project Cost: $800,000.00 Chimney: W ESTO N,CT 06883 `` ''w Permit Fee: $4,130.00 Insulation: Description: LIFTING HOUSE, NEW FOUNDATION,NEW ADDITION,NEW Fee Paid:, $4,130.00 I WINDOWS AND DOORS, NEW ROOFING, MOVING INTERIOR WALLS Date 1/2/2018 Final: Project Review Req: Special Permit Application No. 2016-045, Plans dated ` November 28,2016 with Site Plan December 19,`2016 '• 3 Plumbing/Gas Change, Expansion or Alteration to plans not dat4above 'will', ' Rough Plumbing: still need to o before Zonin Crai ille.'Beach District-_ -� � g g- � Building Official Craigville Village Neighborhood prior to and Alteration tof g Final Plumbing: Special Permit Application No. 2016-045 Shea/Blake a Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents or which 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 laws a d codes. Electrical This permit shall be displayed in a location clearly visible from access street�or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ` ' } 7 Service: r The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: F 1.Foundation or Footing Final: 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: 15Sv�z �'`� �'0�a:r�S VS (COMMERCIAL) `er ficate of Appropriateness A on appIication M dewall to be shingled/sided TOWN OF]BARNSTABLE BUILDING PERMIT APPLICATION Map__- J` _any Parcel 0 Application #1 — Health Division Date Issued Conservation Division Application Fee Planning Dept. 10C.? 1 Permit Fee Date Definitive Plan Approved by Planning Board ®� Historic - OKH _ Preservation/ Hyannis ..� Project Street Address la vine A V e- Village e. Owner M JVE ddress Telephone Permit Request �" --- `"�iti �" ^'"-til ,* T171S i"vna . MDvina In�erro� Wails Square feet: 1 st floor: existing 63proposed (%3 2nd floor: existing _21V proposed 19�Total new �® Zoning District Flood Plain Groundwater Overlay Project Valuation 4 000°Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1117 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: *Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) -7-70 Number of Baths: Full: existing_ new _!5' Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing 1 7— new First Floor Room Count Heat Type and Fuel: "AGas wil ❑ Electric ❑ Other Central Air: 3.Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # y Recorded ❑ Commercial ❑Yes 1.No If yes, site plan review# Current Use Proposed Use home APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r Name !or Telephone Number q- Tf(7 a, Address License# LS Q (AkZ_ r Home Improvement Contractor# 3(ob Email 4� ker's Compensation # WCL JC Q50o 7 /Frg ALL CONSTRUCTION DEBRIS RE LTING FROM THIS PROJECT WILL BE TAKEN TO urn SIGNATURE DATE FOR OFFICIAL USE ONLY'. 3 APPLICATION # DATE ISSUED MAP/ PARCEL NO. -ADDRESS VILLAGE "OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I:r Y • ' I.A EMTERIOR WA SH— ` BE V5610-0 C.UNLEBB OTNER*ISENOTED. 2.ALL INTERIOR WALLS SHALL BE 0)1B'0 C.UNIEuB On1ERVABENOTED. TYPNJU.LVLKjWL(tI"I BOLTING/NAILIN�t A LOWINOOWTROUON OPENINGS miLTI I Bm!BEAM � _ - PRIOR TOORDEPoNONINDOWB. 7 4.CP1TRA4ITMW1 LVERIPY 4L OPAEN8101m PRIDR TO a pulm 6I a lass!Q YD NAM•IV oa - . - CONSTRUCTION,CONTRACTOR Y ASSUNESNa MI C.RECOR AIM NSIONO ORI SROJMCT KT. �� 4✓�R a-al� PT, TH ATTENTBIONTCFRQ10NT 10 M. ym,■ ". � �uq�1Y1■Y DESIGNER. - ' - --- - - -- - - GENERAL NOTES I I a Pubs Ti _ 1 � I I , TN■A.6A t P.T.Pon _ -- - _L - PPuis1 - • +y + �� ___ _ ______ _ _ _ •j _ _ + N0, !ENSIGN DATE �To M _ •B 9 j awa l A � i ` 1y I x i I I IM i I I I • r BURDER:wIn + rn t i 1lOq■ D \ i l I I I YYall I I n I `. x _______ ________ { .DESIGNER: T ' °T 1 I I' i NOATNSID& W IK tartu r!w wse - DESIGN ' - �G•/ f VVVF--. i , i i ® ASSOCIATES I AT Y■Y1m --- ----------------------- I m . ., • --- — ------- -- I , I nxcml MlYd aauomo Y L_________� _ i IOR ® 1 I ( PT.La0'� 1a91[H P/d1�1 - 'rtPwl Darts rAxweuol.omT a _ _____{l Oaa10■ I 1■a, _________ moelox mw ^ yJ1q ■P■111t1W�T I R WIWR.I I I xoawl V I • Y M __ -----.uL___aMM ______ w _ I YLVLI Ptma.Yaala - - mxwnx•Nlmmm..n 'Y S "`.. mllF•lml/� _'.r _. I m AT I t v STRUCTURALENOINEER: ------ u TAYLOR FOR BID I —�_---- 1"� DESIGN LLC REVIEW NOT, , - -831l.1Ol :-- - I ----- --------- ----i 11MW I I. 4!Y I ON. STAMP: TM FOR. - ----------- -' Pasr 1IMW. I P.T.,tlR Jaaia AT J CONSTRUCTION .'� � - •. � �■1m1NJ.T I ----�;----g--�� - ■11 Y I I I I a rc Yw. gs -- -—■otr ah'nY•-------- ------— ------- - I ,i. ' PROPOSED HEA i I - - ti_ : -- ---- ------ -- 1-- --. .. ----- -- - ------- ' - -- ----- - RESIDENCE ____________ -- ' 10VINEAVENUE _________ u6 Ta W CEN7ERVILLE,M4 1 LM.0.1a W OC. -------- •Ca,a D1 t10D 1>� P1,� nnE: ------ - � „ _ FIRST FLOOR Nvwr ltaltlroo loml POST - .? - FRAMING PLAN .E1 am■ PT a111 1011■iN14 cow TTP. NUAO■Y NII■1 p.RWIIIRI aM■111■ - ! s SCALE',1R'•1-0' - 7 - fqwEcTk BNEET ,B-0z S.1 ATE: OF - , -♦ ! - 15 The CGMMOMWah* �}W�=jbb. Olix et T ,. LiRJfI{F 02.Ui Workers' Cwqpeuiafi=Insurzacar AffidzviL$wiMets/C'uP� rr ��ery Inf�naa Ple=&PrintF Nm= AA&eS P ha 4} DUO& ! , • � � L�.as� anni5 0(-� � Are you an=plurr?Check agpr a bay type Of pmject _ L❑ I am a emplayervi& I asp a mat cf and I 6. ❑New a (fi�1f a part Time * bsge l the . oncstucEmn a ed CM the a sbeS 7- �Rr 2_❑ I am s saie argsr�rr Wiese seb-crss:hax*e '- ship and have no empl $ F]Demolition esspio3 s andbav wag vJ�.uQ forte in any capacity. 9. ❑B,uiidmg addifi� . .. _ jbTo W063n:Yr'gyp-iLMM=e CpLII�7_inertrarerp#, 1 Ekd'k ! or asi�oas Weareaifs ° 3_❑ lama doin agvim€ of s Dave Wised t3seir 1L0 P3mzrhiIIgrepa=or$ddiEcns right of PWMM ��t r c, 2, ifs afldwe fie ]boa • k ��tiT'o wow` I�_�Other _ eon-m `AMT fat cbe alm fM=xt a m:fi=b9owd, fitekwmkale mmpM-Sufi ,•permpir ® EemwwaeawbasubmftOmaifdaeBitr gegymgdu*g-ru wA&eMhiMout5j&camts —stsabmitaa� rtmdiea�a�sacfi FCat>�'M i t emerY�bmc Est es�sddifiM27 sited sb=�tbgnms of the sob-ccmt<sd Md st�z vrl�hs Oract5Unse b>�` e=Qk7eM 7€t}L have ea iay CheYamsCFms�de fps a arks'tnm�PoTi�a�Isri• , I rsut an srrr�Ol�ar t7ia�:s prQucdirrg�urir&ets'rauan i�ts�rauccsc,�vr;�cntpla}� $aFoev is riicapr�cy aid jaFi arts, , 7a rer�.,er ,t YiIIWt Woe ' -PaRficg� `-of&M in&.U(-.�� iv�P�l' a u4 �. �' �I(f3 " Job Ssatehddre= V)k 1TI,I. 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Sa rya a- _ it a.•1 Salo . 71 r■ ■go :�: -1 is 1 if ■••a •••[ •1 MIt/.�t a•Y.a■gota ►�1• ai I ■go t 1• :■■�■ [a _■1• ••Yaa ww • r•lo■a►? w- /al■■1 ••• ram• • 1�laa 1 It ■•I■■ it `I:.• r�1R•lt � �/■aa �■ ■1 ra1111a i.l- go tt!. a .! • ■ ••:t■all ••■a • [. to.a■. ••t tt _■•.lo r� 1•I •a■ ra■/�? .Ia•It :l/• ■■a I ••• I. :■■ ' •a w■ua • •• ■• ■yI2GII' ■• 'J• aw : r:1 Ill- �'•:■ \tl 1■ :sat w.R 11- i+t t llo- .It 1 r..a' ■111t■•i, Waif M i t • :.vttt= - ■ � a .T1 i �T.wtitltt• tf�■ t IF ■ Ii_/ i 1 a � '11 as ' 3• s i = ti► ' -a 1 .i lUuJl1 a� ��5 r4� 25 : -'6 - 1-7 - 3RZ3 BUILDING DEPT. Cww,IlY , aAo N V k9 2017 TOV IN O3 I .ARNSTASLE noi" rt�l o4jz SJO CcAfQcfictrS caJ `AAxs w �I �1ov 0� 5vh ccln �rcc-tt1f5 a 1. 2�r ln50rrnt.-P—/ Centervi:lle-OsterN:ille=htarstbns Nt.ilis Water Department`" P.O.BOY 360=1138 TVUIIN STREET OSTERV'ILLE,itiL88SActiUSETTS 0265.E wNvNV Ommwater.`eorn OFFICE OF BOARD OF WATER C0NIN1ISSlOERS a '_t- ` u WATER n*i . -. WATER SUPERINTENDENT � �' DEPT. v TEL.No.508-428-6691 r 9s?oHs � FAX.No.SUS-428-3508 4 October 30,,2017. Barnstable,Town of Building Department 200 Main Street r Hyannis, MA 02601 Re: Account#520 y M Kevin Shea ` 19 Vine Avenue, Centerville �' u _+ a To Whom It May Concern: On.Monday, October 30, 2017-the service was disconnected at,the curb stop for the.,property mentioned above. It is our,understanding that.the'owner plans to. demolish/remodel.the.house and will install a new water service at a later date. z If you:have any questions;please call our office at 508-428-6691. , f Very truly yours , ' Glen Snell Assistant.Superintendent ' CC/J W 4 y r I natlonalgrod 4 ••r, , 40 Sylvan Road Waltham, MA 02451 November 7, 2017 Attn: Tyler Sanford Re: 19 Vine Ave, Centerville MA - This letter is to notify you that the•gas service located at 19 Vine Ave, Centerville MA ° was cut and capped for demolition on May 5, 2017. Please be sure to call,Dig Safe before demolition.. .' , 'If you have any questions, please feel-free to contact me at781-907=2074: Thank you, .: Maw A�� . Bob Fontana Gas Connections Rep. nationalgrid robertJontana@nationalgrid.com (781) 907-2074 x u } Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 f Boston, Massachusetts 02108 Home Improvemetractor Registration.~° _ t R Type: LLC ., � +w... '- •....:......ram- Registration: TYLER AND TRAYW ICK BUILDING CO LL?C """" - Expiration:` 11/24//2019 X P.O.BOX 80' ` WEST HYANNISPORT,MA•02672 Update Address and Return Card. SCA 1 0 20M-05117 • ��'e Ki'1r'dH�'ufffLfl�a�llr$�&=Btif�"iii�t4'�§�'�tion - a • - HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only - TYPE:LLC before the expiration date. If found return to: _ Registration Expiration Office of Consumer Affairs and Business Regulation• . 177369A--\ 11/24/2019 10 Park Plaza-Suite 5170 F ' Boston,MA 02116 TYLER AND TRAYW ICK'BUILDING CO LLC lit, SANFORD TYLER - 67 CRANBERRY LANEx�"'�4 Not V id without Sidbature WEST HYANNISPORT_ :02672 Undersecretary. i 1 Massachusetts Department of Public Safety 1 )�2 Board of Building Regulations and Standards Construction Supervisor License: CS-060982 �� I Restricted to: Construction Supervisor , Unrestricted-Buildings of any use group which contain - less than 35,000 cubic feet(991 cubic meters)of SANFORD R TYLER I enclosed space. PO BOX 80 r W HYANNISPORT M�1 ?67 Expiration: Commissioner 1011212018 Failure to possess a current edition of the Massachusetts -' State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS COROt DATE(MMMMYYY) CERTIFICATE OF LIABILITY INSURANCE 10/16/2017 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: It the certificate holder Is an ADDITIONAL INSURED,the policypes)must be endorsed. It 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 endorsamen s. PRODUCER CONTACT MCSHEA INSURANCE AGENCY INC NAME: R0No ev (508)420-9011 Ne; 508)420-9010 Ir IA_1550 Falmouth Rd Ste #2 ADDRESS:insure@Rtcsheainsurance.com OMMCenterville, MA 02632 R(B) AWORoING COVERAGE NAIca INSURER A..National Grange Mutual Ins Co. INSURED Tyler and Trayorick Building Company LLC INSURER B:ACa la Insurance P 0 Box 216 INSURER O:AIM MUTUAL 648 Craigville Beach Rd W Hyannisaport MA INSURERD: W Hyannisport, MA 02 02672 INSURERE: 508-951-3092 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 CONTRACT OR 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. LLTTRR TYPE OF INSURANCE POLICY NUMBER MID MM/DD - LIMITS COMMERM GENERAL LIABILITY EACH OCCURRENCE $ 2000000 MI: IV KEN I CLAIMS-MADE �OCCUR PREMISES a nce $ 500000 MPT4309N /17/2017 4/17/2018 MFAEXP(Any one on) $ 10000 A PERSONAL&ADV INJURY $ 2000000 GEN'L AGGREGATE UMIr APPLIES PER: GENERAL AGGREGATE $ 4000000 RPOLICY JECT LOC PRODUCTS-COMP/CIF AGG $ 4000000 OTHER: $ AUTOMOBILE LIABILITY Ea accidentSINGLE UMFI- _ $ ANYAUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED AUTOS ESDULED UTO BODILY INJURY(Per accident) $ DAMAGE HIRED AUTOS AUTTOSWNED k Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000, 000 $ EXCESS LU+B CUT 4309N /17/2017 oa/>,7/2o><e CIANAS-MADE AGGREGATE $ DIED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ' 6 A ER ANY PROREORIPARYERIEXECUME WCC5A05017188 _ E.L.EACH ACCIDENT $ 1,000, 000 C OFFICER/M£MBER EXCLUDED? ®NIA (Wadamry In Mq E.L.DISEASE-EA EMPLOYE $ 11000,000 I yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB $ 1 0 00, 0 00 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Sdredule,may be anacFited it more space Is required) CERTIFICATE HOLDER IS AN ADDITIONAL INSURED,,FOR DURATION OF THE CONTRACT i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE KEVIN 3HEA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 19 VINE AVENUE CENTERVILLE, MA 02632 AUTHORIZED REPRESENTATIVE 01988-2014 ACORD CORPORATION. All rights reserved_ ACORD25(2014/01) The ACORD name and logo are registered marks Of ACORD Town.Rof Barnstable , Regulatory.Services NAM ¢A�� Richard`V;Scall,Director Building.Division - Paul Roma,Building Commissioner 206 Main.Street,Hyannis,'MA 026 I wv«v:town barusiablematis . +" .+ x Office: 508-862-4038 508-790-6230 Property'Owner Must Complete and Sign This Section _ If Us A Builder u Y, as Owner of the subject property �` r hereby authorize ( (�rf� in matters r to act on sny be4 all relative to woxk authorized by this buil ,t• Y ding petmut'application for (� AA . . '(Address.of joblip t pool fences aad y r g alarms are the responsibility o£the applicant. P ,ools axe not to be filled Or utilized befof&fence is rnstaued and all finali in echo axe pe d n7ed.and accepted. - , S e ofwner O . Pp ,cant 5 � Print Name fd �' t. Print Dame Date x Q:FORW:OWNFRPMU&l IONPoOLS r r . �,pEMEHT MASS. - J• 6i�t,, Y '0 91, �► Town of Barnstable �N�FRARNSSP Growth Management Department. LLERK Barnstable Historical Commission •�t�.f ._ www.town.barnstable.ma.us/historicalcommission 16 i�f]I f �,,�•�i;c` Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker Ted Wurzburg Elizabeth Mumford DECISION . Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Kevin Shea & Kimberly Blake Subject Property: 19 Vine Avenue, Centerville Assessor's Map/Parcel: 226/027 Hearing Date: November 15, 2016 Pursuant to the Barnstable Historical Commission Chair's determination on October 26, 2016 a duly advertised and noticed public hearing was held on November 15, 2016 to determine whether the significant structure identified as a single family dwelling on this property is preferably preserved and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 19 Vine Avenue, Centerville. After review and consideration of public testimony, application and record.file, the Commission by a unanimous vote, found that in accordance with Chapter 112-F the partial demolition of the single family structure outlined in plans prepared by Northside Design Associates dated 8/11/2016 are not preferably preserved. Further, the Commission found that the parts of the significant building to be retained are, preferably preserved and shall not be demolished. In accordance with Chapter 112-3 F, the Commission determined unanimously that the partial demolition of the structure would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. 11-2 2- Laurie K. Yo' n , C r 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)508-862.4782 I� 'Bk -30774 P0216 04765'59 . i' qa 9 0 t Town of Barnstoble + _ Zoning. Board of Appeals , Decision and Notice Special Permit Application'No. 201,E-045-Shea/Blake §240-131.4.1).(2)--Change, Expansion or Alteration:by Special Permit To construct an addition,covered porch, and new steps to an,existing dwelling Summary: Granted with Conditions Applicant: Kevin Shea and Kimberly Blake . ^ Property Address: 19 Vine Avenue, Centerville Assessor's-Map/Parcel: 226/027 = `=1,Q `z Zoning: Craigville Beach District`-Craigville Village`Neighborho' Hearing Date: January 11,2017 ,� t Recording Information: Deed: Book 29427,Page 2.92 Plan:Book 185 Page.91 Background Kevin Shea and Kimberly Blake applied fora Special Permit pursuant to §240-131.4:D(2):Change, ' Expansion or Alteration of existing conforming or'nonconforming uses and structures. The applicants requested a Special Permit to construct an addition to the existing dwelling; in addition°to a covered porch, and new front'steps. The property is located at 19 Vine Avenue, Centerville, MA as shown on Assessor's Map 226 as Parcel 027. It is located in the Craigville,$each District>(CBD) and the Craigville village.Neighborhood Overlay Districts. The.subject property is a 12,392 square foot lot`situated'on a bluff overlooking Nantucket-Sound; with the Centerville River to the west and Lake Elizabeth and:Red Lilly Pond to Ithe east- ;in the `Craigville Village neighborhood of Centerville. The lot is improved with a single-family-dwelling, constructed in 1905. According to the Applicants representative, the existing dwelling contains,8 bedrooms with a septic system designed for 9 bedrooms. The property also contains'a.foundation fora previously existing,boathouse. The dwelling has an,existing front yard setback of 0;8 feet where 15 feet Js required and a building height of 31.5 feet where 30 feet is-required. -in addition, the existing building.coveragk.is 2,701 'square feetwhere the maximum allowed-is 1,895square feet and the existing lot;coverage (impervious surface) is,4,328 square feet where, 3,300 square feet is allowed. Procedural l Hearing:Summary< Special Permit Application No. 2016-045.to allow.for the alteration of the existing dwelling located at 1.9 Vine Avenue, Centerville, was filed at the Town Clerk's:office and.office of the Zoning- Boar d,of" Appeals on November 15; 2016. A`public Fiearing'before the Zoning Board of Appeals was duly advertised and notice sent to.,all .abutter's and interested parties. in accordance'with MGL Chapter 40A. The hearing was opened on December 14, 2016�and contin.ued,to•January 11, 2017 at which' time the Board found to'grant the special permit-subject to conditions: Board Members deciding this application were:Brian `Florence, Matthew;.Levesque,. Herbert Bodensiek, David..A., ;Hirsch; and Jacob Dewey,. Attorney Michael D.•Ford represented the.Applicants before,the Board; also present was Dan Ojaia of Down Cape Engineering and:a'representative from.Northside.Design Associates Attorney.,Ford provided a history`of the*:, ' and an overview of the proposal. He presented all possible - -calculations for°gross floor area" and "finished area". `He confirmed the Conservation Coriimission . had approved` the proposal and issued an Order of Conditions and also confirmed than the Barnstable Historic Commission determined that this structure is a preferably preserved significant building and the proposed portions of the structure to be demolished would not be detrimental to the historical, cultural, or architectural heritage or resources of the Town: Attorney Ford reviewed the Town of Barnstable 7=w%Board of Appeal$-Decision and Notice Special Permit No.2016-M-%tea/Blake 1 findings, Indicating they are reducing Gross Fl= Area and impervious surface with no negative Impact on natural resources, views to the water, or any increase to flood hazards. The Board Chair requested public comment and no one spoke. Findings offal At the hearing on January 11,2017,the Board unanimously made the following findings of fact for Application No.2016-045, a request for a spectral permit filed by Kevin Shea and Kimberly Blake'to alter the existing dwelling by constructing an addition,covered pore, and new front steps: 1. Section 240-131.4(©x2)allows for expansion of an eldsbng lawfully established structure in existence as of January 19, 2011 with a special permit horn the Board. 2. The proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the pubtle good or the neighborhood affected. 3. The proposed alterations and expansions are not substantially more detrimental to'the environment, community and/orhistoric character of the neighborhood than the existing building or structure. 4. The addition contributes to and respects the character and historic development pattems of r the area and minimizes Inconsistent redevelopment impacts to the historic and community character resources in this area; 5. The proposed alterations protect and preserve scenic views and vistas and ways to the water; .6. The proposed alterations protect and improve natural resources, including but not limited th the barrier beach and groundwater and coastal water quality and minimizes development and redevelopment impacts to the natural resources and ecosystems in this district; , 7. The proposed alterations protect human life and property from the hazards of periodic r &xx in ; 8. The proposed alterations preserve the natural flood control characteristics and the flood control function of the floodplain. t 9. The development complies with the setbacks and.lot coverage ,g requirements set�forth herein,. and is in character with surrounding structures, particularly structures that predate it. 10.The redevelopment complies with the height limitations set forth herein. 1 11. Existing natural vegetation within the frft toot buffer area to salt marsh and undisturbed, buffer areas 50 feet landward of the mean high-water mark of coastal water bodies shall be preserved to the maximum extent feasible. 12.The proposed altwations preserve the original massing of historic structures. 13.The proposed alterations are less prominent than the facade of the building,and is stepped tack from the front and rear comers of,the building so as to preserve the original massing of. the structure, including.its roof form. 14.The proposed alterations work with modest massings. Additions are scaled to be consistent ** or smaller than the size of the original historic stricture,following the neighborhood tradition of expanding small cottages`incrementally with modest additions. Addition have a lower roofline than the original structure to maintain the.. prominence of the original building, 15.The roof pitch on new construction and additions complement the roof pitch of the historic structure and maintain a pitch of at least six over hWve: 2 Town of Bamstable Zoning Board of Appeals—Decisim and Notice Spedai Permit No,201646—Siva/Blake 16.The*proposed alterations retain original architec tural'details and unique forms., 17.The proposed alterations do not exceed 25%of the gross floor area of structures in ' existence as of July 1, 1989, or do not exceed 10%of the gross floor area of structures in existence as of November 6, 2009. 1 The GFA, calculated to include all finished and unfinished basement and attic space, is proposed to decrease from 7,715 sq.ft to 6,827 sq. ft.,a decrease of 888 sq.ft.or 11.5%. The habitable space within the dwelling is proposed , to increase 337 sq.ft.or 7.6%. 18.The proposed alterations do not increase lot coverage over what is allowed under§240- 131.8, Coverage limitations,or by more than 10% over what was existing on November 6, 2009,whichever is greater. „. 19.The proposed alterations do not increase flood hazards in the neighborhood. 20.The proposed alterations maintain or enhance views to Nantucket Sound and/or the r Centerville River where applicable in accordance with §240-131.5. Note 4. The vote to accept the findings was: - AYE: Brian Florence, Matthew Levesque,Herbert Bodenslek, David A.Hireck and Jacob ; - DeweyNone . . .. .. . ~.' Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 4 20164M subject to the following conditions: 1. Special Permit No. 2016-045 is granted to Kevin Shea and Mmberly.Blake for the construction of an addition to the existing dwelling, in addition to a cowered pore and new front steps at 19, Vine Avenue, Centerville pursuant to Section 240-131.4(D)(2)of the CraigvIH9 Village District., 2. The expansion shall be constructed in substantial conformance with the plan entity"Site Plan for#19 Yrm Avenue Centerville MA prepared for Kevin Shea and Kimbedy Blake'by Down .- Cape Engineering, Inc.,dated November 1,2016 with a fast revision date of December 19,2016 ' and design plans by Northside Design Associates dated November 28,2016. t 3. The above-described dwelling shall represent full build-out of the lot No further additions shall♦ ' be permitted without approval from the Board. 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years,.unless extended... ; The vote was: f + ' AYE:Brian Florence,Matthew Levesque, Herbert Bodensiek,David A.Hirsch, and Jacob Dewey. NAY:None _ k 'Gross floor area is defined as"the sum of all floor area vnd&a bm'l ft or auuchue,nwm ed fmm the pmftdw of the outside walls of the binding wader ration,without deduction for haRwan stairs,closets,t1delm ss of walls, onl=as,or other hatues, h shall include all area capable of being used for human occupancy,hwInding an floor mass,memmue and attic space and enclosod porches. Town of BamsaWe 7a*q Board of Appeals-Dec6on and Notice "d Putt No.216445—She@Ordered e ` is 1 ft r . '• j' , . . Special Permit No.2016-045 to alter the d veU'mg at 19 Vine Avenue, Cente to in c;6nfonnance with the requirements of Section 240-131(Dx2)has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of ihat recording submitted to the Zoning Board of Appeals Office. The relief auftrixed by this decision must be exercised within two years unless extended. Appeals of this decision, if any,shag be made pursuant to MGL Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision,a copy of which must be filed in the office of the Bamstable Town Clerk. - Brian Florence, Chair Date Signed` I,Arm Quirk, Clerk of the Town of Barnstable; Barnstable County, Massachusetts, hereby certify, that twenty(20)days have elapsed since the Zoning Board of Appeals fled this decision and that no appeal of the decision has"Ped in the office of the Town Clerk. Signed and sealed this�'n day of /5•I�� under the painsTand hies of pence►• P ,,►�„,,;,, Ann Quirk,Town Cleric . E�� era • b 4 P . 3i�a? F''0216 4659 09-20-2017 of .09 = 45c. Town of Barnstable + = Zoning Board of Appeals Decision and Notice Special Permit Application No.2016-045-Shea/Blake §240-131.4.D.(2)--Change, Expansion or Alteration by Special Permit To construct an addition,covered porch, and new steps to an existing dwelling . F Summary: Granted with Conditions Applicant: Kevin Shea and Kimberly Blake Property Address: 19 Vine Avenue, Centerville Assessor's Map/Parcel: 226/027 Zoning: Craigville Beach District-Craigville VillageNeighborhood Hearing Date: January 11, 2017 Recording Information: Deed: Book 29427 Page 292 Plan: Book 185 Page 91 " Background Kevin Shea and Kimberly Blake applied for a Special Permit pursuant to §240-131.4.D(2) Change, Expansion or Alteration of existing conforming or nonconforming uses and structures. The applicants requested a Special Permit to construct an addition to the existing dwelling; in addition to a covered porch, and new front steps. The property is located at 19 Vine Avenue, Centerville, MA as shown on Assessor's Map 226 as Parcel 027. It is located in the Craigville Beach District (CBD) and;the Craigville Village Neighborhood Overlay Districts. The subject property is a 12,392 square foot lot situated on a bluff overlooking Nantucket Sound, with the Centerville River to the west and Lake Elizabeth and Red Lilly Pond to the east, in the Craigville Village neighborhood of Centerville. The _-lot is improved with a single-family dwelling constructed in 1905. According to the Applicants representative, the existing dwelling contains 8 bedrooms with a septic system designed for 9 bedrooms. The property also contains a foundation for a previously existing boathouse. The dwelling has'an existing.front yard setback of 0.8 feet where--.15 feet is required and a building height of 31.5 feet where 30 feet is required. In addition, the existing building coverage is 2,701 square feet where the maximum allowed is 1,895 square feet and the existing lot coverage (impervious surface) is 4,328 square feet where 3,300 square feet is allowed. Procedural & Hearing Summary Special Permit Application No. 2016-046 to allow for the alteration of the existing dwelling located at 19 Vine Avenue, Centerville, was filed at the Town Clerk's office and office of the Zoning. Board of Appeals on November 15, 2016. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on December 14, 2016 and continued to January 11, 2017 at which time the Board found to grant the special permit subject to conditions. Board Members.deciding this application were .Brian Florence, Matthew Levesque, Herbert Bodensiek,, David A. Hirsch, and Jacob Dewey. Attorney Michael D. Ford represented the Applicants before the Board; also present was Dan Ojala of Down Cape Engineering and a representative from Northside Design Associates, Attorney Ford provided a history of the property and an.overview of the proposal. He presented all possible calculations for"gross floor area" and "finished area". He confirmed the Conservation Commission had approved the proposal and issued an Order of Conditions and also confirmed that the Barnstable Historic Commission determined that this structure is a preferably preserved significant ' building and the proposed portions of the structure to be demolished would not be detrimental to the historical, cultural, or architectural heritage or resources of the Town. Attorney Ford reviewed the I LJV', .../V I I Z L7L1 I !!T. I V✓./ III , Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2016-045—Shea/Blake findings, indicating they are reducing Gross Floor Area and impervious surface with no negative impact on natural resources, views to the water, or any increase to flood hazards. The Board Chair requested public comment and no one spoke. Findings of Fact At the hearing on January 11, 2017, the Board unanimously made the following findings of fact for Application No. 2016-045, a request for a special permit filed by Kevin Shea and Kimberly Blake to alter the existing dwelling by constructing an addition, covered porch, and new front steps: ; 1. Section 240-131.4(D)(2)allows for expansion of an existing lawfully established structure in existence as of January 19, 2011 with a special permit from the Board. 2. The proposal fulfills the spirit and intent of the Zoning.Ordinance and would not represent a . substantial detriment to the public good or the neighborhood affected. 3. The proposed alterations and expansions are not substantially more detrimental to the environment, community and/or.historic character of the neighborhood than the existing building or structure. 4. The addition contributes to and respects the character and historic development patterns of the area and minimizes inconsistent redevelopment impacts to the historic and community character resources in this area; l 5, The proposed alterations protect and preserve scenic views and vistas and ways to the water; 6. The proposed alterations protect and improve natural resources, including but not limited to the barrier beach and groundwater and coastal water quality and minimizes development and redevelopment impacts to the natural resources and ecosystems in this district; 7. The proposed alterations protect human life and property from the hazards of periodic flooding; 8. The proposed alterations preserve the natural flood control characteristics and the flood control function of the floodplain.. 9. The development complies with the setbacks and.lot coverage requirements set forth herein, and is in character with surrounding structures, particularly structures that predate it. 10.The redevelopment complies with the height limitations set forth herein. 1 11. Existing natural vegetation within the fifty-foot buffer area to salt marsh and undisturbed buffer areas 50 feet landward of the mean high-water mark of coastal water bodies shall be preserved to the maximum extent feasible. 12.The proposed alterations preserve the original massing of historic structures. 13.The proposed alterations are less prominent than the facade of.the building, and is stepped back from the front and rear comers of the building so as to preserve the original massing of. the structure, including its roof form. 14.The proposed alterations work with modest massings. Additions are scaled to be consistent with or smaller than the size of the original historic structure, following the neighborhood tradition of expanding small cottages incrementally with modest additions. Additions have a lower roofline than the original structure to maintain the prominence of the original building. 15..The roof pitch on new construction and additions complement the roof pitch of the historic structure and maintain a pitch of at least six over twelve: 2' Town of Barnstable Zoning Board of Appeals—Decision and Notice s Speoal Permit No.2016-045—Shea/Blake 16.The'proposed alterations retain original architectural details and unique forms: 17.The proposed alterations do not exceed 25% of the gross floor area of structures in . existence as of July 1, 1989, or do not"exceed 10% of the gross floor area of structures in existence'as of November 6, 2009.1 The GFA, calculated to include all finished and' unfinished basement and attic space, is proposed to decrease from 7,715 sq. ft. to 6,827 sq. ft., a decrease of 888 sq. ft. or,11.5%.` The habitable space within the dwelling is proposed to increase 337 sq. ft. or 7.6%. 18.The proposed alterations do not increase lot coverage over what is allowed under§240- 131.6, Coverage limitations, or by more than 10% over what was existing on November 6, 2009, whichever is greater. 19.The proposed alterations do not'increase flood hazards in the neighborhood. 20.The proposed alterations maintain or enhance views to Nantucket Sound and/or the rvil Centele river where applicable in accordance with.§ 240-131.5, Note 4. The vote to accept the findings was: AYE: Brian Florence, Matthew Levesque;Herbert Bodensiek, David A. Hirsch, and Jacob Dewey. F NAY: None Decision ; Based on the findings of fact, a motion was'duly made and seconded to grant Special Permit No. 2016-045 subject to the following conditions:` 1.- Special Permit No. 2016-045 is granted to Kevin Shea and KGmbedy$lake for the construction of an addition to the existing dwelling, in addition to a covered porch and new front steps at 19 w Vine Avenue, Centerville pursuant to Section 240-131.4(D) (2)of the Craigville Village District. 2. The expansion shall be constructed insubstantial conformance with the plan entitled "Site plan for#19'Vine Avenue Centerville MA prepared for Kevin Shea and Kimberly Blake" by Down Cape Engineering,.Inc., dated November 1, 2016 with a last revision date of December 19, 2016 and design plans by Northside Design Associates dated November 28, 2016. 3. The above-described dwelling shall represent full build-out of the lot. No further additions shall be permitted without approval from the Board. ; 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to iskance building permit. The rights authorized by.this special permit must be exercised within two years, unless extended. The vote was: . AYE: Brian Florence_, Matthew Levesque,Herbert Bodensiek, David A.Hirsch, and Jacob Dewey. NAY: None' 4 P 1 Gross floor area is defined as"the sum of all floor areas within a building or,structure,measured from the perimeter of the outside walls of the building under consideration,without deduction for hallways,stairs,closets,thickness of walls, columns,or other features. It shall include all areas capable of being used for human occupancy,including all basement floor areas,mezzanine and:attic space and enclosed porches. '. Town of Barnstable Zoning Board of Appeals—Decision and Notice ; Special Permit No.2016-M—Shea/Blake Ordered Special Permit No. 2016-045 to alter the dwelling at 19 Vine Avenue, Centerville in conformance with the requirements of Section 240-131(D)(2)has been granted subject to conditions..This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision,.a copy of which must be filed Gin the office of the Bamstable Town Clerk. Brian Florence, Chair Date Signed t 1, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts; hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and"enalties of perjury. r ,:►off .��* ��,',�: 010, ,:�� a Ann Quirk;Town Cleric' Cr)F- }� . 1 f . . d t ILam.. ...,. . . _. �y��.. ._ . ..�.. Town of Barnstable' : PARNBrA=X Assessing Division 'o ff 3.67 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION December 2, 2016 RE: Adjacent Abutters List For Parcel(s) : 226-027 19 Vine Avenue Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under` Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable r - i.�� ..ry • • -s ay�r..i uz • v..•r AbutterReport ' Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '226027' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all propertieswithin 300 feet ring of the subject lot. Total Count: 32 Close Map&Parcel Owners , Owner2 Addressi Address 2 Mailing Country Deed CitystateZip 226019 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, 1116/569 MEETING ASSOC MA 02632 226022 TWICHELL,JANE L C/O KAREN GORMAN 158 WILDFLOWER AMHERST,MA 7893/173 DRIVE 01002 1 226023 GREENE,JOHN J& C/0 NRG 165 MAIN ST, MEDWAY,-MA 14507/274 BARBARA L CONCEPTS,INC STE 307 02053 WILLIAMS, 26 PROSPECT CENTERVILLE, 226024 LEONORA A&FRED AVENUE MA 02632 15731/307 B WILLIAMS, 26 PROSPECT CENTERVILLE, 226025 LEONORA A&FRED AVENUE MA 02632 15731/306 B , HANSEN,NANCY KEENE,NH 2260Z6 16 SOUTTiVIEW DR 18788/57 DRAKE WOODRING � 03431 , 226027 MACONF.CHURCH %SHEA,KEVIN& 1.66 GOODS HILL. WESTON,CT 18559/246 OF CHRIST BLAKE,KIMBERLY ROAD06883 226028 TROLL,BRADFORD- RICHARD B TRULL 2B VINE AVENUE CENTERVILLE, 21990/18 1 B TR QUAL PERS RES TR MA 02632- I WRIGHT,HOWARD CENTERVILLE, I 226029 HUBBELL&WILLIAM 39 VINE AVE MA 02632 C138936 HUBBELL GOROLL,ALLAN MD J WESTON,MA 226030 &WASSERMAN, 37 SUMMER ST 02193 19348/311 PHYLLIS S 226031 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 15182/202 OF(MUN) 02601 226032 MA CONF CHURCH %SHEA,KEVIN& 4166 GOOD HILL WESTON,CT 18559/250 OF CHRIST BLAKE,KIMBERLY, ROAD 06883 226033 TROLL,ANN C C/O RICHARD B 29 VINE AVENUE CENTERVILLE, 7102/83 TRULL MA 02632 226034 WRIGHT,HOWARD WRIGHT,WILLIAM 39 VINE AVE CENTERVILLE, C138936 HUBBELL&. HUBBELL MA 02632 226035 MADDALENA, 14 TOAD POND RD LINCOLN,MA 1969/343 PAMELA ANN 01773 226036 IRELAND,RICHARD 57 OCEAN AVE TRUST.21 WALLIS DRIVE WENHAM,MA 16087/81 H&BARBARA TRS 01984 DEYTON,PATRICIA PATRICIA-H DEYTON CENTERVILLE,226038 H TR 2010 FAMILY TRUST 58 VINE AVENUE MA 02632 C192653 226039 PINTO,JULIANNE P 76 RANDLETT PARK NEWTON,MA C192303 02465 226040 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, MEETING ASSOC MA 02632 226041 , CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, MEETING ASSOC MA 02632 226042 POWER,MICHAEL F 4 CHICKERING LN WALPOLE,MA C158863 &KATHLEEN R 02081 226045 JREILLY,WILLIAM E 71 CHURCH STREET SOUTH ACO2375 7EASTON, #D1058091 226047 SHEA,KEVIN D& 166 GOODHILL RD WESTON, 21305/66 SLAKE, KIMBERLY S 06883 htty://maps.townofbarnstable.us/arcims/appgeoapp/A`butterRei)ort.aspx?type=ZBA 11/14/2016 a..•a� .r v • • z a.`j a.�c.. rt z • v..•r AbutterReport Page 2 of 3 DALESSANDRO, DALESSANDRO 1857 ATWOOD 3OHNSTON,RI 226048 VINCENT A& FAMILY REV TRUST AVENUE 02919• 25904/7 CAROLE B TRS 2611 226049 CARPENTER, SAMUEL ROBERT WESTPORT,CT 42 MYRTLE AVENUE 27035/350 SAMUEL ROBERTTR CARPENTER PRTA 11 06880 226050 LISS,FARREL S& 189 DEERFIELD LN HANOVER,MA 17475/176 LINDA 3 02339 226051 HERZOG,ROBERT& 61 LOUNSBURY KINGSTON,NY C20943 ELIZABETH PLACE 12401 } hffn-//mane tnwnnfharnctahlP iic/.Rrrimc/a.nnaenann/AhlltterRenort.&,nx?tune=ZBA 11/14/2016 � i/J\ JV I I Z L�LLJ Itz t VJ./ AbutterReport Page 3 of 3 226052 TROY,JOHN F& 11988 COLLIERS NAPLES,FL 3602/161 JUDITH B RESERVE DR 34110 CRORY,ROBERT R& WEST 226053 tAUR@N C 39 THOMSON ROAD HARTFORD,CT, 27592/45 06107 B , BUFFINGTON 1395 SAMOSET EASTHAM MA 226149 PETERETER,,AND ANDREW& NOMINEE TRUST ROAD 02642-2332 D1172879 JOANNA TRS 226183 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, C27549 MEETING ASSOC MA 02632 226192 PETERSON,ANN M PO BOX 158 DUDLEY,MA 22897/132 01571 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1111412018. i htty://maps.townofbamstable.us/arcims/aupJZeoapp/A`butterRevorLasl)x?true=ZBA 11/14/2016 ParcelsFY2ou 227119 / � ` ` 226077 �607`2260v -, `226087 i„a5u AddnssStreet• 226149 � � � 226086��i �1& Buildings 227120 226085> / Decks/Patios \ 226076 \2260884" 226 J93 QM] Ngve'� -161 mm1ng Pools 226191 � V 226092 226083 Q[D In around Swimming Pools 226075 226082Y 226/0 ® 90/ Walkways Improved ,/� 226075001 226189 226091/ WalkwaysUnimproved r 226149 v Path$ 226074 26060' 22 ^ ��4 P o� stairways 6061�� J a y /226070, Paved Rods 226059/ 226069 226073 J rr1,`j Unpaved Roads 1 \ 226149 226072,E r Paved Driveways /226062 f226068 Unpaved Driveways 226058 22606 7 Painted lines 226192 `�"� 226036 226063 226071 226066 . [_] Paved Parking Loss 226037 226196 <26064 , Unpaved Parking Lots 11-1 226043 v 226065 226035 Bridges r 2260 0044 2� -+ Railroad / 226030 2-6038 226057 226137^ —DE— Fences 226034 / 226042 226044001 226056 —w-- Guardrails ---0_ Resatrtingwa0a 226002 22602 226045 ,2Z6055 > stonewalls 226033 ,[ Q(� sports Areas /226039 226041 226054� Golf Areas 226028 226047 / rr� Docks/Piers 226032 226053' 226040 I © Boardwalks '226048/ 6052 cra !Jenirs \ 226031 226027 +7 Strea/°s 226049 226051 Drainage Ditches. Marsh Areas 226025 �/L22606D 226026 �// Water.l3odkes 22613500 < Spot Elevations(NAVD88) 226023 Topo to ft Contours(NAVD88) 226024 Togo 2 R Contours(NAVD88) 226017 226183 226022 Wooded Areas SM,Trees 226008602CND 226016 ® Catchbasins Atonements Lamp Posts 226019 0 Manholes ® Towers 226018 300 ft.Buffer f� UnlityPoles O Satellite Dish� 2261 signs226009 226015 Subject Parcel on Fud ranks Flagpoles water Tanks 226020 Abutters 0 Pow Q 226152 226152 2 tlmtty,Boxes 0 Pilings 226008001 2260D8001 • Town of ggrnstable Data Source Human-made features. Disclaimer This map is for planning purposes only.Itis 7 knit m 200 feet N 7�a hydrography ,topography,and vegetation were Parcel lines on this map are only graphic not adequate for legal boundary determination Q Feet G IS unit interpreted from 2oo8 aerial photographs and representadons of Assessors tax parcels.They or regulatory interpretation:This trap does not i ) 0 40 80 t6o 240 320 W 1: Attp://www.tawm.barnru6le ma ua may have been updated from more current am not true property boundaries and do not represent an on•the-ground survey. r rsa l le)4 P 367 Main Street.Hyannis•p7A o26or FY2otS Pared lures were a igitizedAssess from represent accurate relatisuch s burl in physical Enlargements beyond a sale of cy too' and � FILE m226 o2 �Z mxd J.A.B.11/2g/2o16 �S (coal aY=2 FY2ot$Town of Barnstable Assessor's maps. objects on the map such as building locations. not meet established map accuracy standards P 7_ _...�. Towtt of eiiartsrds�s:,,., • ` ZON111680Ak0OFAPPFAIS MOIlCEOFPUaIICIroApgt1335UN0FATNE ZoN)NG08Dima pECEM6 K 2D16• Jo an persods,Intei sJed.In or affected-by Atte adlons o11he'Zon)'np hoard dtAppeals. yotiatefierobynoUOed pursuanttoSecUon 11.bf'Chapt&40A of the'Generat Laws of the Cosl►h or.Massactiusetts,and 1 all ammonwe mendments thefeto;that a publi2 hem trig:on the foltowkig appeiWWRI-tie herd'on Wednesday Doosmber44 2016-sithellnfe' :'.?[1ie'Baitisw2hle Indicated: ;i.;'•'..::. ..,-..j -•..•1't00•PMAppcatNs.2a1fr,042i1auP3.;vt'' - •i JadtesG:B-KatttleenC: vy{{11a.vs.applled � i` toi's-§pedal Permit w6uaNernt'to§240.92, Nonconfomdng.Biilldld cot 5tre6tuies br• - ,x- F•: In the alternative.a'varfance Ifnecessary.. LEGACNOFICE:'•' '�'':•ter';::"^,;,�.,:. 'Ihepetitionera'are'ProF !r9 osl' 'loconst[ur °�. ;s�;:' :i;:-SOWNOF6Afir15TA8L�+. r" :.y:=:?�..vsi ..... .. ;<`� ., NG.BOARDOFitPt?EALS <`.'. ;'•', a5�t arraddition io.connect two pre-eX(stlnp•: '•"•"""" nonconforming rosld6iiU$I4Wdten�end: NOT=0F.PIIBLID HEARINGS;UNDERTiit Z�IRIC:OROINAtVCE:. togonsWd'anewdeck7beyare0lsapio-. " zx ,-Zr;:':OECEMBERU.:2016-,c•:k rt';°? ..'. poslrig ro demo0si:the exisUng.C@fecryed -To.afl,persons°irdereded'(n or affected by the aeUons of the 7AainD �6oafd or:.ppatls,you aie liereby,"notitlid,pursoant16 Sartlorrl l;of garage anA:wn Trupt:e;npw.garfge,•, e, hapTei-ift :the;General.-Laws-of the'Conimomt!ealtli;ol.Masaa= Drdposed addlnon to.the:dwellirtg:wl0�e-: �� aN�I amendineets`theieto',t ava-potlik hearfn0'b!1 the 7.2 feet iron the front yard segiaok J' ere' > c uowbio.ePP�ls'.wm be.hetd en:Wednesday:pecemttar ia,2016.ai 30jeot)e rogb4sd.:ihe,pj006rt{lgbated': the time lndicated at..1y P1ney,P,.atnt8osd Ce{fterY9le;MAaa 7 pp pb Appeal Na 2614442,:Mani!:.;'>' shown ori•Aseesur's Map-228s dt'1ti5;' 15 .0;6 Katideen C::}}e(try'have app0ed.foGS Spedal Petmit Itis�OeatedlrrYh't Resldghce'Lyt•.(N0-1)':.. puisuant to§240.92:•:Nodconfomiinp Bulidinpa'ar SViie11140i.in Totik,p':O�tdel f•;(i.'`):r.':rtic� •.°A;x. the alternative.a vaitance 0.necessary.The Petltfoners are propot htg ' No3oi60�3DbuG;tlt:`�.: to,eonslruotan addition-to connectAwo'Pre'e:dsUrl4tiDnagritormlgp reside'ntlal strusturei and.to CdnsWCt'a new Ceck'They are'also,P'fo- OMAG�:(,:L'C.haq'aRpiled_Tor.a;Co'rydidor}a1_; .posing to demolish the existing detached garage.ard construct a new. Use 8pcofa).Pppu�s.}faFit`lo.§24Qq : ga�e.•The Proppsed addition to-the dwelling'Will-De 7.2 feet-from 41:C(6)(b)''9ncallrcaiaastProt; ner9fie' the fmrd:yard'tet�aek:vthere�reet'Is ieguired'The;pcCpeily,. . dpplkanls ereltequesthig.rspadal peifnit(o:' cated:at 6 P. rolnt Road,Centerv0te MA'aa shown on•iLsses- hahsre kiA ovineis)jtp'$nd operatlopot en?. sofs.Map'228 as Lbt 155 it ls'bcaheG:lnvie Residentie;al{fiat); extsling U?Se®bl4droofi,.slx aues4�ed_aad 2oiruW Distrfet:.- : s:_::';._:::';.;:v•:w::. '::^"f^_,:`.;�r� brealifesf lt!q.proP Y)5 ldeated'at 9d1: 7. 1 PM,A A. No.201e g13.D111A6.LLC-:;.�_ ',: z.,.<t;• - Maiq,StfdptlReSde 6A;WeSt ains`tabli;MA. DINAGk> had applled:for i CordUional Usa Sptttda(ParPltt'purl eastwygnoi{AsgessorsjMep�. 66 as Qarcel'.� tttattt Ro'§24011.C(6)(b),�:Bed:B:Brealdast ppicyisioris,:Ttie'ap01F; 05U1t_Jgcatee fri'•'' eslgenae`�(RF)' ' cants aie:_regye4tlnp'a specfal:permit to transterlha.6,"_aI dp. ' Zunli,grbistdoi .: oDti6n of an extstlpp ttir8e Dedraoie.sbc oaesi bid and DiealdasL ,.nva4'llti�t^ti!S -''a'r' The:.pro rly:•;)S'"located at'651.Maln::SVeef/Rogte, 6A:^West_ :TA2P aPtxdNe 2A16 W}Spe?dand:ljc?wt ppee - M Bamstab el .)ulA as sridvm on Assessor s Map.16B as Paroel iJ57:It ls: Speedw�y;.I LC-Itaspe6ltoi(e4(oFa q : �L';: Icciteif.idthe)tas►dance'F(RF]'Zonla9l)lsti(CL.;::-.:'....:,�.t'•,, ;j. - 'r_:•-..-• i.'7A2 PM Appsal hd.20i6-044 SP gad aiay. lrolq:0240.261�E t3�df� edpf�Ubi(�- 'e7 gpeadtyay,LLB.tias PetiUop�toFa:veilange moth§240 25 E .9ulk; yicgd lie td'. °cat�ve�_• Repuiatbris jhe peUdoriei(s'r�t(uesdr>o;reIl all o relocale'71rr8 i klad y'a"mrp•E wa .�he 5ia21 P ryaPe tpaces=:Wthle:the;�15 root:fafidscape_bufiets';ttruni?Faliitddth 64Trers titaauu oad : ' '26,'and' Roamute:28 and Bearsep Way:Site workls a tss �reiod Ge` es7Nu; Sitoiosachtiselt5'DeDaeid;ol.Trabsption:Dre1 ' sachGseUs;,Ortiiie 'or. can o it n. Uoriuf.gtirb'nits;on'FatmbutkRoad.and Bearsas:. ay'.Tlte:prgpefry " '^ is(oeated at 317:Fakhtioth Road,fryaiinis'NW as'shown,cn,Asscs:: pro)sa►:IoYDh!Ingalie:t�!o�,�Io ioF d,rb acts f ilCSjt k.located bi the Hi hyray Business Sara u�p 2g2`as 4. : r�op ):js.lccaldf$it £ild,; (F!9)zonfeYdlsWyL::<'=:::: n►s,futAesyliowr?. :7:03PrA AppeaC as..2016,045 SDetiBtalte .pp .r-., .:.. i.',Kevlq.Shea and:Klmbedy Blake:have:aPplied lor.a Spedal.Permit Ryan on es's apt a,•.,. P92.ad.Parcel005'`'Ittvlb ted`iin'theFfiign.Z42- puisuant;to$240131_4A(2)Cheops,Expansion or Nle'ralisp ol,ett- is0s0 conforntlti0?i nodcgmlorming Ms.w RB-usipps;(F(Bopf©g%alsG7ct .�,�r�P�„ and sVdatures Ttie:appu ;g1�•03YPMhppea!Nd�2A1taw015,5hgalBlakei � ,ianis.aro'regsesUmp a Speelal permit to,oiistiltCt an. .14 o,iti`the ?Kevlhr�${t �at�dkl}�itieHy!,•IekeLft'- vi,- pond'OrreiRmp;In atldiUon1d a coverod poroh an newlydnt steps g a pUedd fddFF5.510ad�bi 61..FPursUant t0'"j The properly Is�ted'at'19.VIne Avenue,Cetiteitfile..MA as sTaowwa: 3fi�d�ti(�T pSe„, a`ftlok:oF.i� on tAssessor'Map 226 as.Pam[027.It is(oeated.in(he Cralp3lpa, R_ Aitaradoiior,,exlsUOp eo&fto�riilny"or on�On � Beach DHtrtd(CBD)and ilia CralTnlle VlAepe N..... rttood Overlay t fa „-'uses s os 6 Distrfota = - •i<:. .. M" sot No..2016446'Independenee Pidee; n .:. r'aia, 99 aPaelaLP tsco?sliyd _ 7:04.P APP $Pla_'"di addle independened Plabe.ltC Is:0000nfng lot viflanee5.1D"consWel'a. grYad ras>;t'sIpgdWgln!ig, ..... {braestory.pGa enr•'bulldll>gtwgsis0ngof,apprurdmahll :-W12: !lo(i'd_asavet"'perbttbnd,nevntrontstepsrli p square teal,_coiitalnlna twentynlne two-be dreom apartrrtegts;finite.; 1`he:' r is 'fAd ii l9 VlneAveli"p;;;• �p(ny and lfther:sua'`Tmr' r Assoelaled;paiickiQQ;apcasslegress. Win :tE tefvtll$`��. lio on'Ass'es`soess'_YI nts:are._abo'propos&Per§240+g3(R)(1)(a).;:f et:ls te•: b(eQ. 28h'ags-ssrt9.d(p1thD•i.i gupeslruin:theQfmEnsiorialuirlmenb:Toceparim ants')0.§240' , B" �a'igX!@(3aa -�s� ; attlabli (CBO)rarid:tt�ee3i 21 )(9)(a),;`wlitipi'pequirei:5,000 sq.h'latarae DeP•4tnRdd sgow 29 j`Cial ION 1idge• elg>!y. _tl ay Pn�� aRp 240 21(A)(6)t. Whloh•re ka�a trant yaN sa111130 c- blsuJcta 'gig.? ,t(te-Mijonghe hito allow a red u Bdrontyarzd4 MDR: of'62 91eet'►ieRaf 74 mio requested.from.§240:W).A,.. Mi ependen 'Ilc ?ate�'i SPA ! `�Star�ardi fn'lndtlsVlal zotles tcP9rrrdt'sn opt ' y� i i - ',)c Finaley 141oot sidehear. vegetatetl bilUerwhere.a301ogC, . ind en• tale. Cy[s. (ftm g fon�n }s�dodated at No chary Duna: iffyannlsi ggpp rya3 .,.4i.• .Is regaired:The ve0brly I . ... variagsea;to cto�s(Ncta4firses.. .,apei3;,y, MA'As shown on pssessors.Map 332.80araal 0t3.:1t1s.loeated n' LrtierAbu�di co�j613�Qy�;bt pdmxt?ia(efrl the Ipdustrial.(IIV0)DisWd and tNe 6rou NrafeC,(Gi'1'as?d;Weiuteaa; 89ia1.7�nqfrarefieetttznta•I'nh?g..iu(etitYnlhe {yyp)Rotection.Oved?JI;OIsWcfs:: ::-.:::::-:;'.:':: ":'i t e,; UFO apaRme�t(suhits;As oct3ietk` �hesa Pubuc hiarin0s WfR be•�elp.etth!Barnstable ogrit iia)I 36f� F p;ecc�Rslk9res¢{:Ipr_oscaplAn en8`•! �MiIn,SVeet,Hyannls:.MA:lieaAnD Raom bated on the 2rdi*iaor, othersiCelrriproveman?&arealsggroposedt;'. Wedneiday,.December14,2015,,rIansBndepDl) .tin ... 'jrtayb9te; �l ar�zAo'1a(n)��)(a')•'�e11e' Is eAuemms' ytewet)ittha 2untnp BoaN of Appeals-ORke,-Growtll'Man_agement F[aiii)e m slo�al4tiglili"e7 s.1 E DeP?! enLTown Dffkes;z00 Maiostmet. menfs Ih 40 2 A 9 ^mil ' ui ss !H ;, ... - Zo Boatdr of Appeals t. i4i4161r TDa'Bamsfible Patriot" atiC§24a3 IAA� j(d whlcµtic tea a[ro)tt Nove<Itber26 and Oacemtier 2,2016. 1 4�.-$$k�3Yt�1(.e l�nigs%.efb`UUi(7A9+ helgh4'trn,"''ow A... ed TroAt.yigitse ask.• ,q 62`W aie1~Reilmf•Is�iso{e�uElStedXroril�! '4 tE)8�240 2(F�;SpedarSaeong;' (big;Standardsl�lndustrtalzcnes)1ti:pepti)tatit r . ke!:9RP�,9rjllnnate�y�t4afoo4{Ida/rear=yarrQ,a yegefetdifiki or. here a,�;fodtbuffagrsh qulte4Tde'�iGier( )s;�ocaTeaG°838 a 0adrp fa;�MA"ad'.sliowrj of��A�ses'g.'s:,Alap,�3?Atpbrcel.;dj�i,'�►}�s;l ' e 11H,�ter jidri#tsfat;jiN(t5k6)slrnct•aod,;. 1 tati(Gp,�and.Welpies�o e.1N blstikts�. p ir:.. i ee�"Rub'^'Ye 'gswjlha het1e;the=:�; Be 'e a e I. �yaM Slmef•� eY �? l:" BARNSTABLE REGISTRY OF DEEDS d c �.tEjvle„yre^d;,a . aid �eisbltictowt Jahn F. Meade, Register e�94�a jteewri:0 ces ' t•Q e " . Town of Barnstable U11diIl Post This Card So That it is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept.. BM MA50L Posted Until Final Inspection Has Been Made. ern11� jll �a Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-874 Applicant Name: Joel Zimmerman Approvals Date Issued: 04/15/2020 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 10/15/2020 Foundation: System Map/Lot: 226-027 _ Zoning District: CBDCV Sheathing: Location: 19 VINE AVENUE,CENTERVILLE � Contractor Name �,JOEL E ZIMMERMAN Framing: 1 Owner on Record: SHEA, KEVIN& BLAKE, KIMBERLY t Contractor License: 1495 2 Address: 167 SALT MEADOW ROAD - F "'� Est. Project Cost: $2,463.00 Chimne FAIRFIELD,CT 06824 t y Permit Fee: $35.00 4 Description: Install security and fire alarm system. insulation: Fee Paid:+ 535.00 Project Review Req: BASEMENT REQUIRES ONE SMOKE DETECTORFOR=EACH ONE Date: ' 4/15/2020 Final: THOUSAND SQUARE FEET OR PORTION THEREOF k Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and theLLapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures'shall.be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or-road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. # �' l! Electrical The Certificate of Occupancy will not be issued until all applicable Lsignatures by the Building and Fire-0fficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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 contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: H E AT LO K" I Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Keith Dacey Installation Date 04/23/2020 19 Vine Street PA86001994 lobsite Address Centerville A-Side Lot Ws P3856003320 Permit Number B-Side Lot Ws Ot '..�-� ,r, .s3 � a> ^ 4eta t' 5.7. R-38 3,300 Square Feet Roof line Outside walls 3.2 R-21 2,800 Square.Feet Overhangs 5.7 R-38 860 Square Feet 1 TOW e m M Blazelok TB Attic 17 mils. www.Demilec.com C:8DEM1LE%0 MACINNES CONSULTING, LLC PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 shawn@macinnesconsulting.com April 13, 2020 Jack Kay 3546 Concours Street Ontario, CA 91764 RE: Framing Inspection 19 Vine Avenue Centerville, MA Dear Mr. Kay, This letter is in reference to the structural framing design and inspections for the renovations at the Shea-Blake residence at 19 Vine Avenue, Centerville. Due to construction issues related to a previous contractor, I have designed structural framing modifications to correct issues as well as provide support for proposed improvements. I have been on site regularly and worked closely with the contractor to resolve a number of issues related to construction. To the best of my knowledge, the structural framing appears to have been installed as specified in the plans and in accordance with the requirements of the State Building Code and the 110 MPH Exposure B Wood Frame Construction Manual Please contact Maclnnes Consulting if you have any questions or require additional information. Sincerely H OF rv/gss� SHAWN cyu� MaUNNES CIVIL o .41328 CIS SS/ANAL LNG Shawn Maclnnes, P.E. License#41328 121 17,03:02p p•1 o� Town. of Barnstable Regulatory Services KAMRichard V.5cali,Bire4w Banding Bivisio Paul Roma,Building Commissioner 200 Main Sty gyms,MA 02601 Www.town.barnstable-ma us Off ce; SO 8-962-403 8 ' Fax: 505-790-6230. Property owner Must Complete and Sign This Section If Using A Builder I J�1 SfirP(,j ,as Owner of the subject pr0pezt7 heteb7 authorize to act on nif- ehalfa in all matters relate to wow autho=ed by this binding permit application for. , i R V ne �IV2 Cent NSA Address ofJob) ' 'kPool fences aad 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 S' e Applicant :Ap',v1.4 I Prlat Name Print Name f� �- Date _ Q.F0RMMVagERPHRMs;0NTM0L5 Page 1 of 1 Anderson, Robin From: Flynn, Margaret Sent: Tuesday, January 26, 2016 3:54 PM To: Anderson, Robin Cc: Hartsgrove, Elizabeth Subject: Craigville Conference Center Robin, Currently there are 5 lodging house licenses that were not renewed in December due to a change in management. According to Cynthia Diggs the following four addresses have gone under new management: 1. Manor, 45 Prospect Ave., 23 rooms 2. Lodge, 39 Prospect, 44 rooms 3. The Inn, 208 Lake Elizabeth Dr., 63 rooms and 4. Groves House, 125 Ocean Ave., 12 rooms The remaining address:'Seaside, 19 Vine Ave., 32 rooms is still under the same management. Please let me know whether or not any further information is required for a zoning decision.Thank you. Maggie Maggie Flynn Licensing Administrative Assistant Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4674(o) 508-778-2412(f) 1/27/2016 I - TOWN OF BARNSTABLE INSPECTION WORKSHEET CERTIFICATE NO: 201408657 CANCELLED:. , MAP:. 287 = DBA: JCRAIGVILLE CONFERENCE CENTER r`. PARCEL: 028 NAME/MANAGER: MASS,CONF.OF UNITED CHURCH OF CHRIST STREET: 139 PROSPECT AVENUE VILLAGE: JHYANNIS STATE: 'F MA' ZIP: 02601- W'SEQ N0: 1❑ , BUSINESS TYPE: LODGING HSE H - CONSTRUCTION TYPE: JUNK „ STORYI: CAPACITY: USE1: R1 k Capacity,.Under 50: 0 , STORY2: CAPACITY: USE2. STORY3: CAPACITY: USE3: Outside Seating: ❑ w BY PLACE OF ASSEMBY OR STRUCTURE i CAP1: 44 LOCI: THE LODGE CAP8: 'LOC8: CAP2: 12 LOC2: GROVES HOUSE ' CAP9: LOC9: CAP3: 32 LOC3: SEASIDE HOUSE CAP10: LOC10: _ CAP4: 23 LOC4: MANOR CAP11:-: LOC11: CAP& 63 L005: THE INN 'CAP12: LOC12: CAP6: LOC6: CAP13:, LOC13 CAP7: RLOC7: CAP14: LOC14: INSPECTION: DATE ISSUED:' EXPIRATION'i70 12l15/2015 01/08/2015 01/08/2016; A µ COMMENTS: MAIL TO CRAIGVILLE,02632 r a. t n , Print Page Page 1 of 4 Print this page s • Owner Information -Map/Block/Lot: 226 /0271- Use Code: 9600 Owner " d _ - MapBlock/Lot" M" MA CONF CHURCH OF . GIS MAPS CHRIST 226/0271- Owner Name as of CRAIGVILLE CONFERENCE Property Address 1/1/15 = pCENTER. 19 VINE AVENUE CRAIGVILLE,MA-. 02636 C/O EGGERS, RICHARD H Village: Centerville Co-Owner Name Town Sewer At Address: No JR GIS Zoning Value: CBDCV • Assessed Values 2016 - Map/Block/Lot: 226/027/-Use Code:79600. 2016 Appraised Value' 2016 Assessed Value Past Comparisons. Building $ 159,400 '' $159,400 Year, Total Assessed' Value: Value $45,000 $45,000 2015 - $753,400 Extra Features:. ; 2014-j $ 753,500 < .2013 - $ 753,600 Outbuildings: :$ 600 - $ 600 2012 - $ 758,000 $ 548,300< $ 548;300. 2011 - $ 810,500 -t Land Value: 2010 $ 810,000 2009 - $ 744,100 2008 - $.708,300 2016 Totals $ 753,300 2007-$729,200 • Tax Information 2016 Map/Block/Lot: 226/027/-Use Code: 9600 Taxes C.O.M.M. FD Tax $.: (Commercial) 7. ' Town Tax (Commercial)" $ r $ Fiscal Year 2016 TAX RATES HERE http://www.townofbamstable.us/Assessing/printl6.asp?ap=0&searchparcel=226027 1/27/2016 - Print Page Page 2 of 4 • Sales History - Map/Block/Lot: 226/027/-Use Code: 9600 History: Owner: Sale Date . Book/Page: Sale Price: MA CONF CHURCH OF CHRIST 2004-05-07 18559/246 $0 UNITED CHURCH BOARD 1964-05-28 1252/400 $0 " • Photos 226 /027/- Use Code: 9600 • Sketches - Map/Block/Lot: 226/027/- Use Code: 9600 l'f *fit As Built Cards:Click card#to view: Card #1 • Constructions Details -Map/Block/Lot: 226/027/- Use Code: 9600 Building Details, Land Building value $ 1593400. Bedrooms 8 Bedrooms- USE CODE 9600 Lot Size Replacement Cost $2893758 Bathrooms -7 Full-0 Half: 0.3 , (Acres) Model Residential Total Rooms 12 Rooms Appraised $Value 548,300 http://www.townofbamstable.us/Assessing/print l 6.asp?ap=0&searchparcel-226027 1/27/2016 Print Page Page 3 of 4 Style Conventional Heat Fuel Gas Assessed- $ Value 548,300 Average t Grade Minus Heat Type Hot Air Year Built 1900 AC Type None . Effective Interior Pine/Soft depreciation 45 Floors. Wood Stories 1 3/4 Stories Interior Plastered Walls Exterior Living Area sq/ft 3,491 Walls Wood Shingle _ Gross Area sq/ft 8,842 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp • Outbuildings & Extra Features - Map/Block/Lot: 226/027/-Use Code: 9600 Code Description Units/SQ ft Appraised Value Assessed Value WDCK Wood Decking 90 $ 600 $ 600 w/railings FPL1 Fireplace 1 story 1 $ 2,500 $ 2,500 Basement-Unfinished Unfinished 2496 $ 30,900 $ 30,900 FOP Open Porch-roof- .676 $ 11,600 $ 11,600 ceiling • Sketch Legend Property Sketch Legend 62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure. (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story (Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) - FAT Attic Area(Finished)' GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in PRT Portico WDK Wood Deck Porch http://www.townofbamstable.us/Assessing/print l 6.asp?ap=0&searchparcel=226027 1/27/2016 Town of Barnstable *Permit# ~O Expires 6 months from issue date Regulatory Services Fee + BARI SWABLE, MASS. $ Thomas F.Geiler,Director n' rFD MA't Building Division . Tom Perry,CBO, Building Commissioner Ok 0 p�/q�o9 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 -Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address 2 � /-V//A ❑Residential Value of Work 5 _ d'Va Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address �.f1 t ( 11 I Contractor's Name /ur C'['l/✓J T l/vL GrF}�/, cr�a/ slephone Number 7741 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) y 9 0 ❑Workman's Compensation Insurance Check one: X-PRESS PERMIT ❑ I am a sole proprietor Wam the Homeowner O C T 1. 6 2009 have Worker's Compensation Insurance TOWN OF BARNSTAE3LE Insurance Company Name 2 Workman's Comp.Policy# Copy of Insurance Compliance Certificate-must accompany each permit. Permit Request(check box) ' Eli Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) 2/Re-side � ,� #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is_ re ed. SIGNATURE: �2L�2R Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC Revised 090809 The Commonwealth of Massachusetts Department of Industrial Accidents !T, Office of Investigations c 600 Washington Street trJ� Boston, MA 02111 Z � www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): CL L Address: City/State/Zip: (/ Phone #: 53fF 77,� JPJ P Are ypu an employer? Check the appropriate box: Type of project(required): 1.rL 1 am a employer with 4. ❑ I am a general contractor and I employees (full and/or pa t-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 have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑ Building addition [No workers' comp: insurance comp. insurance.$ 5. We are a corporation an its 10.❑ Electrical repairs or additions required.] ❑ rp d i 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'c mpetisation insurance for my employees. Below is the policy and job site information. Insurance Company Name: e Policy#or Self-ins.Lic...M Expiration Date: Job Site Address: e City/State/Zip Q-�,)6 3 Attach a copy of the workers' 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do,hereby certify,a r thepains and penalties ofperjury that the information provided above is true and correct: Si nature: Date: llk..'� Q Phone#: ) 4 7 & 111/ 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 S. 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 individual,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 having not more than three apartments and who 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 of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or 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." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)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 give us a call. 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 Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia 4 ti7rrmta�ztaeall�i» MA Boand4 Building Regulations and Standards HQME IMPROVEMENT CONTRACTOR ; a ;. Registration j 134286 , , Ex #ton.- b/22/2009 Tr# 133426 j RLT CONST=INC DB SL`AN SIDaFIN 6 � ING&ROO f a 7 , JRONNIE TAYLOR t r 1 �,t# �Admin�strator YTa1sachus t i partment of Public Sat(h BoArd of Bt ildinh Regulations and Standards Construction Supervisor Specialty License License: CS SL 99910 Re`Mricted to RF WS RONNIE:TAYLOR =3.1 MANN1 CIRCLE.. R NCFNTERVILLE-, MA.02632 }., Expiation: 10/26/2011 i h . License or registration valid for indrvidul,use onl before the expiration date Board of.Buildin If found return to Y - Regulations and Standards h `One Ashburton.Place Rm 1301 y 'Boston,Ma 021fQ8 s; r b A i of val�dwithout signatur f, 2008-11-03 1111 » p ill RLT Congtrwtlon,Inc. \I 31 Mares Circle Estimate Centerw ille,MA 02632 TE EST ",420.3243 io/W009 2313 —NAME/ADDRESS Craigville Conference Center Via FAX*- 508.778-1160 A a PC OESCRIPTiON , ' Total 19 VINE STREET Reroof house's remaining old areas r 8,900.00 Rerooftop mof only halting area 3.500.00 Reside front cheeks and gables above roof line. Strip existing cedar siding and install Grade A R&R Extras with laced comers 6,200.00 All prices include materials,labor,and cleanup. j �Y� t t... 7V i L T 'Bank you for the opportunity to,bid on this project. a , MWII.02 16:46 - RightFax �LJwAf�11 A GRAZUL CZ-2 i/13�2009 4: 00:�1 PM PAGE 2/002 Fax Server, PAGE 02 :'2 2E: :4>!?R•. ; N�taR- 24 . 5' o w`'`2,. ':�:...:_y:,Y. SSUf DATE x ,: '1L n009 PRODUCER TK9 C'ERTIRCATL IS[.&SUED AS A'MATTER OP INFORMATION ONLY AND CONFERS NU RIGHTS UPON THE CER17FICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, N 7t� RAGE EDWARDAGRA7..U'LINSURANCP APFORDEDBr.THEPGL)elEssrstow. 1• J� 125 ROUTE 6A C0114PANIF,S A RDING COVERAGE SANDWICI'1 MA 02563 `Y'MPANY A HARTFORD UNDERWRITERS 1P(Si'IR AAT(`F rJ1- INSURE) LL�ITFR RLT CONSTRUCTION INC 13 31 MAN.NI CIRCLE COMPANY C CENTERVILLE MA 02632 c vY D LErtxR .•,i:,, ':,::::;x?s'•S:�-•-• .,a�,..•:.;:;.,: COMPANY E :;:Gi;;S:}::[:::isti$:�iS::.:=:,•:i.:isS:<;:::•:+''•!{5::::};?:�j:'i�:":.�rC+;;Z ti•{:3 L6TTC•R THIS IS TO CPRm*y THAT THE.POLIC[FS OP 1NSURANr' L15TED 4" ''Y 11AV.BEEN ISSIrED TD TNi INSURED NAMF_U ABOVE FOR TJ-M POLICY PERJOD IND(CATM,N07WTr9STANDINO ANY REpUIRI 4FTFI•.TERM OR CONDIf14UN OP ANY CONTRACT OR Ol HER DOCUMENT WFiT•I RESPACi TO WHICH THIS CERT[1nCATE MAYBE ISSUED OR MAY PERTAIN,T)M INSURANCE AFFORDED BY THE POLICIES DESCRIBED DOCLrM I9 l'WITH I TO ALL TO TERMS• EXCLUSIONS AND CONDf170Ns OF SUCHH POLICIES.LIMITS SHOWN MAY HAVE BEEN REIDUCED AY PAID CLAIMS CO ME OF INSURANCE POLIC,YNUMBER POLICY LTR POLICY LIMITS EFFECTIVE DATE EXPIRATION DATE GENERAL LIABn.ITY VDD/YY MM/DD(YY oENPRAL ApOR6aATB �caMh1BACIN.a[7vKRALJ,IAxIEaTY FRO13um-co"ry PAaa. S 0 CLAIMSMAnF 0 OCCUR. �- PERSONAL&AbV,INJUP.Y S -�OWNBA'S A CONTRACTOR'S PROT, - IIACII OCCURR6NCC. $ TIRy DAMAGE(Airy One Tire) S AMMOBILE,,LIABILFTY MED-EXPENSE(A 0lr.lersoo g COMRINHD SrNOLB LJMR - 0 ANY AM 0 ALLOWNED AUTOS BODILY INJURY S 0 SCHEDULED AUTOS (PN Mlonl 0 )IIRFD ALTOS BODILY INJURY F 0 NON-OWNED AVTO.9 (Au Aecldenl) 0 OARAGE UABRJTY PROIrATY DAMAOB 0 EXCESS LIABILITY LI UMMRVLLA FORM BACK OCCURRBNr.:P. 0 OTNER ILIAN UMDRELLA FORM. ACJ(IMATB s A WORKER'SCOMPENSATFON SIATUroRYLlnlrta X BACEIACI7DEN7 $IOO,000 AND 6S6003- 12-24-2006 12-24-2009 rA.gLMF.C1LIPYUMrr 1051CO45-09 W00.000 EMMOYPA'S LIABILITY - OTHER DISEASB[iACHEMPLOYM $100,000 THE 9OLS ,YROPRIETORMARTNER(S)ARE. INCLUDED S EXCLUDEO OSCIt>oT10N0PtlPSRATION?RACAt[OEsg/vr?rIL1 11''S15111E11 VALrMb4S 'n a INSURm'S MA WORKERS COMPENSATION POLICY AN, rtB LIMIThn OTrrKR 9TAT 1 INSURANCE _MADE RY Trl$INSUR,k�'A MA EM1fl`I,OYRPg IN 9TATGS O-nfHR THAN MA.NO AUrKOR17ATION N GIVEN TO 0 Y CLAAMd FOIL BENCFTI'A 1N ANY STATr�pTr��CLAIMS TIl6 - rNSr1R6DHIRES,OR HAS HIRI(•T,-TPLOVEBS OuTftVV OP MA.THIS POLICY rrORS NOT PRO VIM COVLJRAGR FOR ANY SLATE;OTIM-MAN MA. JOB: AT 25�I[ICKINS NECK RD CENTEIM—LE M..A 7129Re CM ANY PWN garrIcAp,LSSr1EDTo CKRTIPICAT L `;G;':oa.y: :n::• - DBR APFE wORR1:RB c9mvp co RA •-• •• ,.,........ ri•�„!�`.':":,...ii�'rl�iS?:j$:.:j:?:<,.L.},t^ S<?::ixwr • _ ;1.,}��,}.:;::•.-• y. _ : - .... :i?........... vri7:f"" ��.' •-•',,(O.ti0:S�;L.:}-•i'•ti�i:�•:.O:GS:•3:•:��.::•:•: ,!-f•::::: TOWN OF RARNSTABLR 9N[1I1L11 ArvY OF THr ABOVE DrsCRMFD POUCIFS BB CANCELLED BSpErwt TIM 367 MAIN 3T MXPIRATION DATE "'LRDOF TRR L9,SUING COMPANY WILL BN"AVOR TO MAIL "YANNZ MA OU41 10 DM wRMLN NO'nCR TO THE CIERTITICAT11 HOLVER NAMED TO Tm LEFT. BUT FAILURE To MAIL SUCH N077C'R SHALL rao IMPOgK NOORLJOATION OR Y r LIARBITY Orr ANYKMn UPON TdRC_ANTSACGNiPORREpRpBBNTATLVRS Almz REPAJ;m�rAnvc - P14AffG4 G4S7EEL-C ER ,•r':''4: ,,.l;�r{;a;>; %O: S{{;'::Bit}�::�-r?y�X+"r:2s;t L'a;�:�::...:. 1 SeRVING TyFAgs� �-- Christian Camp Meeting Association+ 39 PROSPECT AVE. CRAIGVILLE, MA 02632 TELEPHONE 508-775-1265 02*vllle For All People In All Seasons FOR THEF��J� - � Zp.Z a - July 26, 2019 Mr. Brian Florence Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Sub: Reconstruction of 19 Vine Avenue, Craigville Village. ' Parcel # 226-027 Dear Mr. Florence, This to advise that the Christian Camp Meeting Association (CCMA) is in support of the revised plans for the reconstruction of the Shea Family property at 19 Vine Ave. in Craigville Village, Centerville, MA. The revised plan to eliminate the addition to the existing structure retains an open view corridor that is appreciated by Craigville neighbors. Sincerely, James A. Lane President-CCMA 1.ALL E%tERIOR WALLS SHALL BE 2Ae®tW C.UNLESS OTIffAWISE NOTED. (" 2 ALL INTERIOR WALLS SHALL BE2K4®13.O.C.UNLESS OTMEAWI9ENOTED. . ].CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORGERING WINDOWS. A.COMMCTOR—VERIFY ALLOWENSIONS PRIOR TO CONMMTMN.CONTRACTOR --lYR1w10--1WN WIO 1W11 I ASSU ANY MAISSWO R=RRECTOR DIMENSIONSNOTBROUGHTTO THEATTENTIONOFTHE STTTING AREA it BE OOM ND.5 _ DESIGNER. GENERALNOTES G _-�-- --- NO. REVISION DATE ni CLO9 UNFINISHED/ wvafie UNCONDITIONED w CLOS BASEMENT c f - IFADIOIDFD �I�.I BUMER: ,ra BATH LANDING I HALL I TI OESroNFJi: r-n --__—___1 1I•I I� i -_� ' I \\ Lx sT-c YuUAllssL9 Tr OG BR-Ee 1 4Re1TN] wm fuO®Sm TDMMlaawlIl.mPsE .G �M.GmT N•eo A awlmMN mdOEmoa. �Rww T ivlIHT wa• Sur �uI oDmfR tE DESIGN ASSOCIATES UTILITY RM. UNFINISHED UNCONDITIONED S1LL ENGW BASEMENT TAYLOR DESIGN LLC -___-_--------_-_ WALL KEY %i5T'G PRaosED D WALLS PROIEPROPOSED SHEAv--0yALL EXISTING GROSS FLOOR AREA mO RESIDEAjr,E OOIBJ BASEMENT LEVEL 2455 SF Eo /STFLOOR 1053 SF :2ND FLOOR 2121 SF CENTERNTERVIL O Z ATTIC LEVEL 1286 SF TOTAL LIVING 7715 SIF mom; BASEMENT PLAN Nr PROPOSED BASEMENT PLAN PROPOSED GROSS FLOOR AREA BASEMENT LEVEL 2455 SF 6CAlE 11Bs1'.G• �— 1ST FLOOR 19:3 SF 2NO FLOOR 197 SF G 1 2 ATTIC LEVEL 1285 SF PROJECT/: 6HEEf TOTAL LMNG AREA. 7701 SF 15-02 A.0 • DATE OF EXIST'G/PROP.BASEMENT:GFA=2455 S.F. ro17"6 6 t.ALL EXTERIOR WALLS SHALL •^' -'.{!i EE 2%e®tE'O.C.UNLEBe � OTMQiWIBE NOTED. 2 ALL D1 1011 WALLS SHALL sew®te•O.C,uNLE88 ' OTMERNIBE NOlE0. 4'4k' 18'- ' !O•e IWd D D 3.CONR TORSHALLVERIFT ALL WINDOW ROUGH OPEMn88 _ PRIOR TO OROERIM WINOON'D. 4.COMRACTOR 611A11 VEWFY ALL 01—SIONS PRIOR TO CONBrRUCRON.COMRACTOR A69UM OIR FOR M=NO OR INCORRECT OIMEMONSNOTSROUOMT O THEATTENRON OF THE Y OESIONER 4 SON ROOM COVERED PORCH COVER PORCH 9 p® GENERALNOTES P WEIX BED REYIsIGn DATE DINING OOM uI GREAT ROOM E NEE ® ' BEDROOM NO.5 ' _______ _ CL. _ rc�ileriwa D SUSDER: M I ♦ 1 LINEN -- i ■ :Mm I I '`i •_1 i_�' Ox.RD' � I—H L'Ir F D 2 DESKtNE(C NO. 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S.CONTRACTOR SHNL VERIFY ALL WINDOW ROUGH OPENINDS PRIOR TO ORDERING WINDOWS. --------------------------- --------- 4.CONTFACTORSHALLVERIFY T-----__--I ---I_______ ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTACTOR P® I RWF ASSUMESRESPONSIBILRYFOR ANY MISSING OR INCORRECT XMENSIONSNm BRBVEw TD WEATTENTION OF THE OESIONERL 't • GENERAL NOTES ________________A en__________________________ ..r - . NO. RENSION OATS UNFINISHED ATTIC '� illTiili iiil II o An T-------------- I � .i D OEs1ONER: NOV 15 2016 NORTHSEDE - - ® DESIGN ASSOCIATES - TOWN OF BARNSTA13LE �'"°'^""` """p11O0"`•""°' I 1 aPGr BDaN eooF RaaN i i ZONING BOARD OF APPEALS acw eelaM. aaoF RRON i ; I X STRUCNRALEN N TAYLOR Anlc nAwl DESIGN LLC mF _________ ______ I , J BOarl STAMP. 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PLLWINOOW ERRING PEMNG 1 PRIOR TO OROBRINGWTNDOWS. 1--Yal j 1.CONTRACTOR 61RI1 VERIFY I In I ALLOIMENSION9 PRIOR TO —— — — — — — —— — — ———— — CONSTRUCRON CONTRACTOR ASSUMES RESPONSIBILRY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE OESIONER ROOF DECK T^910Q GENERAL NOTES 1 I I IL COWR D TTxlut COVERED - POft H 1 PORCH T NO. RENSION DATE T —— — -®® — — — — ' �� F BURDETC 00 _ DESIGNER NORTHSIDE PROPOSED ® DESIGN ------ �T WEST(rear) ELEVATION nssoclATEs f--TNGiATRC FLOOR BTRUCIVRAL ENGINEER -- NOV 15 2016 TAYLOR DESIGN STAMP TOWN OF BARNSTABLE . 20NING BOARD OF APPEALS TwG emf � —�j'.ISjING�2(N BOOR - . PROJECT; - -- - PROPOSED COWD DOVEPEO - ' SHEA RESIDENZE -- - - 18 VINEP EXISTING GROSS FLOOR AREA CENTER", — — — — — p,MeI1110:25T FLOOR BASEMENT LEVEL 2455 SF T E: BASEIST-FMOORENT 2455 SF ATTIC 2u1SF ELEVATIONS ATTIC LEVEL. 2121 SF ® ® TOTAL LIVING AREA 7715 SF SCME 12ro1'-0' — ———— — ——— — — — — EmsmoQ_ PROPOSED GROSS FLOOR AREA BSNT.AFT.-UPPER LEVEL FROJEOTt. SHEET -___ I BASEMENT LEVEL � 245$SF E WTINO: 1ST FLOOR 1Bfi3 SF /�.5 — —_—__-71 — — —— &SMf:AP7-LOWEA LEVEtJSIAB 1"2 /", `7 _ 2ND FLOOR 1897 SF PROPOSED _y----- -u_ ATTIOLEVEL 12B5 SF NORTH (right) ELEVATION -_ TOTAL LIVING AREA 7701SF DATE: OF 8111/15 6 ,. '(- - 1.ALL EXTERIOR WALLS SHALL - BE 2X6 @ 16"O.C.UNLESS - - - OTHERWISE NOTED. •. 2.ALL INTERIOR WALLS SHALL ' - - BE2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. _ - - 3.CONTRACTOR SHALL VERIFY 1' ALL WINDOW ROUGH OPENINGS ' - PRIOR TO ORDERING WINDOWS. _ 4.CONTRACTOR SHALL VERIFY TW210410 TW210410 -i-10410 TW210410 TV✓21D4i0 1 TV.210410 r. TMIG410 ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ` " --------------- -- - ---- - ASSUMES RESPONSIBILITY FOR 0'-7 I I _ ANY MISSING OR INCORRECT • III - I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE PROPOSED j I PROPOSED - DESIGNER. SITTING AREA I BED ROOM NO.5 % ®I GENERAL'NOTES I IXIST'G 24' a1 I I FLOOR y III ,� FZONI'NG ' NO. REVISION DATE EXISTING UNFNISHED/ coP 1lCLOSE I . NORTHSIOEHEREBYE%PRESSLYRESERVES UNCONDITIONED ITS COMMON LAWCOPYRIGHT.THESES PUNS ARE NOT TO BE REPRODUCED CLOS _ BASEMENT - r C14YNGEDOR COPIED INANY FORM OR MANNER WHATSOEVER MA OUT FIRST LINEN I II I. OBTAIMNGT ERPRESSWRITTEN ' _ _ r�l ® Lo16 PERMISSION AND CONSENT OF NORTHSIDE ____ _ _� __ L� DESIGNASSOCIATES. oN --- P OPOSE 2sse OYERBUILDER:.1 �ROPOSED IIATH JI- . 9NSTABLE PROPOSED I I REMOVE fOF APPEALS LANDING e e �_/I - 1 ECJHCIM.r "� II 1 u 4-1 PROPOSED J1 HALL . .. II kl i 2868 �d `.� a.� DESIGNER: T'-11' 0' 4�2° I- NORTHSIDE PRO ALL p DESIGN - LJ ASSOCIATES I I LLI III _ fl /� IT ` . - - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LI 141 MAIN STREET'YARMOUTHPORi•MA 01675 (SOB)362-2230 I5081362-9802 _ JJ PROPOSED I NORTHSIDEDFSIGN.COM EXISTING I _ UP BR.I7.6° 'I I UNFINISHED UTILITY I , ' - Romn:mcl@cemcAn.Rec -� UNFINISHED EA.- -6° 1 RM. STRUCTURAL ENGINEER: UNCONDITIONED I j __ 7 2. 0 BASEMENT TAYLOR I. DESIGN LLC - ' STAMP: ------- -- WALL"KEY 0 E)(IST'G WALLS TO REMAIN • i I I r� �_____� IXIST'G,WALL5 TO BE REMOVED PROPOSED FRAMED WALLS ' -------- -_------ �_ �— I I � �. � � - � PROJECT: ' - PROPOSED UP I I I I i- L-REtIOVE.EXISTING ° EXISTING GROSS,FLOOR AREA. SHEA I I I FOUNDATION 0 PROP RESIDENCE ® 1 - ---- --- -- PDRCH STAIR FINISHED BASEMENT 460 SF ® UNFINISHED BASEMENT 1995 SF 19 VINE AVENUE. 1ST FLOOR 1853 SF CENTERVILLE,MA. 2ND FLOOR 2121 SF UNFINISHED ATTIC 1286 SF TITLE: } TOTAL LIVING AREA 7715SF BASEMENT PLAN t • PROPOSED BASEMENT PLAN k PROPOSED GROSS FLOOR AREA FINISHED BASEMENT 887 SF SCALE:1/e'H'-0" UNFINISHED BASEMENT 1568 SIF 1ST FLOOR 1963 SIF o 1 2 4 e 2ND FLOOR 1997 SIF UNFINISHED ATTIC 1286 SIF PROJECT#: SHEET TOTAL LIVING AREA 7701 SF 16-02 /� °O DATE: OF ' 11/28/16 6 �- - - 1.ALL EXTERIOR WALLS SHALL - - BE 2X6 @ 16"O.C..UNLESS u OTHERWISE NOTED, 2 56'-6 I 2.ALL INTERIOR WALLS SHALL BE 2X4 0 16"O.C.UNLESS OTHERWISE NOTED. 2 Iq'-I(VS' 2 13'-CV2' 2.12'-6' r 101.-0" 2 e'-0° ' 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY TW2852 TW2852 TW2852 TW2B52 ALL DIMENSIONS PRIOR TO . - - - -- - - CONSTRUCTION.CONTRACTOR - - >y...r __ •, ASSUMES RESPONSIBILITY FOR, ANY MISSING OR INCORRECT —r--I DIMENSIONS NOT BROUGHT TO. --r ' THE ATTENTION OF THE DESIGNER. o PROPOSED I II ------ SUN ROOM I PROPOSED �I I o • COVERED PORCH o 1 :COVER PORCH GENERAL NOTES FWGI206114 ------ Z_—I=TW21D42=TW21D42 • ---------- -- �- _ --- 1 • 1 FWG336111— —FWG12D6114 FWG33611 —_ _1 q-4Y2� 1al •- / 22-9. O 2* - 1 IAI - ---QUEEN BED 1 D NO. REVISION DATE ' -_ _ COPY • I _ IGHT PROPOSED III II PROPOSED S - 1 NORTHR51 E HEREBY EXPRESSLY RESERVES • o iN F DINING DOOM III - GREAT ROOM '^ . ___ 1. „ - ITS COMMON UW COPYRIGHT.THESES I II I I51. I PUNS ARE NOT TO BE REPRODUCED I F DEC �NGEO COPIED IN OLIT FORM OR �01 6 101 O - OBTMNI WIUTSOEVER S IMRIT T FIRST O OBTAINING THE EXPRESS T OF N N of I 1 O PROPOSED PERMISSION AND CONSENT OF NORTMSIDE - O g ww ` 'BEDROOM NO.5 DEGIGN ASSO 4J CL. _ II GATES. I TOWN OF BARNSTABLE BUILDER: ZONING BOARD OF APPEALS I \• I61 d I // j \\� �_-'- HALL LINEN I � I J _I izz f__-___ Lr, -r-f-1T-=-�-{ -7' '-7 I I /' - I I I I•/T CIN.h01 1 I I L// .��I-�-r PROP. . ° i i 1 ' I i i I 11 1T•1 I _____ i I i I BATH DESIGNER: :O O ISLAND L r S NORTHSIDE ISLAND I L_ _ _ I 1 __ .W- NO.4 - o - -- -- —— er__ T-T r AIWVtI FLOOR J—1~ I CASED i---T--- I � \� ABOVE i i. .,°PSG ' DESIGN PROPOSED ___ I L— y11 ;�2i n - - ASSOCIATES • -� I KITCHEN 'L--- --�I i o IN RY' _---- - ABO✓EI h' DISTINCTIVE RESIDENTIAL&COMMEROAL DFSI6N - i I i SHELVING LL' ` 141MAIN 5TREET-YARMOUTHPORT•MA02675 ANTRY.� \ETE- \ _ = - (SOS)362-2210 (508)361AS02 • _ _w I / I I 1 I •I I UP IAR \ / PROPOSED- ' - - y - • NORTHSIDEDESIGNXOM . 2668 I7.B2 EA. DEN O STUDY R2F Vnorthsidel Dcem ne W. REF. STRUCTURAL ENGINEER: 1 11 .\ 2665 '-1-'•° ` --• 11 -°--- - TAYLOR .. PROP. -� I 1 I • ` • I I I1 I I ,T CLOSET B 1 PROPOSED DESIGN LLC , 1 ENTRY 1 1 1 i i ii i qq1 �� Y I`L�J I f-L3� 1 Il PROP. I I - _ t1 —EXI$4[P - i_ _-�1J�L�. HALL i i CL SET �� --- -- OVERED PORCH o STAMP: i _____-_____ -A DHP4242 • 1 � ( 1 WALL KEY I - - OFFICE 0 EXIST'G WALLS TO REMAIN It ��J . EX15T'G WALLS TO BE REMOVED __ ____1--_____ - DN. DR. __ _ • w I \\I I i r PROP. _ _._.. - PROPOSED FRAMED WALLS' . 4'-2• TW27042 ��___ ji 1 _________� 11 _________J - PROJECT: I TW21042 II I 1 11 PROPOSED --------- • EXISTING _ - �j. ,_T_ _�=1- -� � � SHEA COVERED PORCH_- ; I ; ; EXISTING GROSS FLOOR AREA - - - - ------ -------- RESIDENCE -------- FINISHED BASEMENT 460 SF UNFINISHED BASEMENT 1995 SF 19 VINE AVENUE 1ST FLOOR 1853 SF CENTERVILLE,MA. 2ND FLOOR 2121 SF q'-6 - 3'-6• 22'-6 -o• _ UNFINISHED ATTIC 1286 SF - TITLE: TOTAL LIVING AREA 7715SF FIRST FLOOR PLAN PROPOSED GROSS FLOOR AREA FINISHED BASEMENT 887 SF SCALE:1/8=r-D" UNFINISHED BASEMENT 1568 SF PROPOSED 1ST FLOOR 1963 SF 0 1 2 4 6 FIRST FLOOR PLAN 2ND FLOOR 1997 SF UNFINISHED ATTIC 1286 SF PROJECT# SHEET TOTAL LIVING AREA 7701.SF 16-02 DATE: OF 11/28/16 6 1.ALL EXTERIOR WALLS SHALL - - - . BE 2X6.@ 16-O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL ' - - BE 2X4 @ 16-O.C.UNLESS OTHERWISE NOTED. • ° - - 3.CONTRACTOR SHALL VERIFY { - - ALL WINDOW ROUGH OPENINGS T1042 TV21042 TW21042 TVV21D42 TVV21042" TW21042 .. TW2432 T1A2 1042 TA21042 - - PRIOR TO ORDERING WINDOWS. W2 ------------------------- ' ; . I 1 - 1c•u � -. - - �- � 4.CONTRACTOR SHALL VERIFY_ K.H.' I I EXTEND I I I I. _ I K W.� ,,, ., - ALL DIMENSIONS PRIOR TO • I DO' ER 11 - _ 11 3:B _ - DORMER TUB ®"� I 11 PUTFORn 3'VANITY I CONSTRUCTION. CONTRACTOR I I 12 1c ASSUMES RESPONSIBILITY FOR . jj�TJA I I I I •I I I PITCH - • ANY MISSING OR INCORRECT l 4'Xs' PROPOSED j j DIMENSIONS NOT BROUGHT TO BATH II ;c'-L Lic iYP. — tl'-- ---,J I "-- -- JJ NO 2 1.I . THE ATTENTION OF THE IT-u'PLAT cl DESIGNER. LAT I PROPOSED 1 QUEEN MASTER • BED GENERAL NOTES BEDROOM _ I - - I KING BED _ 1 ..b' LIN.I F �J. �� -� VvANln I PROPOSED PROPOSED n I PROP.OVERED PORCH M.BATH IW.I.C. PROPOSEDBEDROOM 2468PKTEC 1 2016 NO. REVISION JDATE uiI W.C. _Hill 2868 ,-1• I I 2668 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVESN OF$ARN$TABLE US CCMMONIAWCOPYRIGHT.THESES _ pPIANS ARE NOTTO BE REPRODUCED 2 STAR TO BOARD OF APPEALS CHANGED OR COPIED IN ANY FORM OR '-3• '- • b'-aP4• I I I I UNFINISHED - MANNER WHATSOEVER WTHOUT FIRST UP IBR I I I I I ATTIC ^ OBTAINING THEEXPRESS WRITTEN I 2868 4F7.9' ABOVE 4 OF NORTHSIDE EA..B'_7. - PERMISSION AND CONSENT r DESIGNASSOCIATES PROPOSED WALK-IN I' ----- ----- ' BUILDER: CLOSET i PROPOSED - HALL CV `I' '-I• -_• B'-+2 QUEEN PROP. O w 1 PROPOSED BED 118,12 WALL I ON.14R LNDRY z I BEDROOM NO.3 PITCH .. .. --- n.a2 EA. --- ' 1 IGD.COUNTER 2868 _ ------------ ITCH • ® tr - - • r _ PITCH CL _ �. DESIGNER: NORTHSIDE - " • I _'tr___ PEN TO fA' 3'. -'0 FOYER TUB VA14In DESIGN . BELOW __ _— - - . B'F T p . VANin -. - • CLG. _ 7'-II'FLAT CW. ' • • ASSOCIATES11 j.. • e W-O° L•. N V-O'WALL. , ' • - PROPOSED ' '. Y DISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN PROPOSED 12.16 r 141 MAIN STREET-YARMOUTHPOITT-MA 02675 BATH NO.3 BEDROOM - PITCH soe)36z-znD (508)362-9802 3. 2db NO.4 .PITCH - - - .. NORTHSIDEDESIGN.COM - T'-11-FLAT CLG. �� Ib'H.K:W. 16'H.K.W. ^ ` - n4rthsidel�romrnrt.nel G'-B'CLG.H G•12 b'-a,CLG-WT. .. - - . PITCH TW21042 TA21002 j IB:I2 I IBd2 0 � - � -STRUCTURAL ENGINEER: ° PITCH TAY�LOR/� 5'-9' i QUEEN BED REMOVE - - DESIGN LLC e WALL EXIST'G - WINDOW STAMP: WALL'KEY EXIST'G WALLS TO REMAIN - • , EXIST'G WALLS TO BE REMOVED: PROPOSED FRAMED'WALLS TVV3B410 . - - PROJECT: PROPOSED - SHEA EXISTING GROSS FLOOR AREA _. RESIDENCE FINISHED BASEMENT 460 SF PROPOSED ` UNFINISHED BASEMENT 1995 SF 19 VINE AVENUE SECOND FLOOR PLAN 1ST FLOOR . 1853 SF CENTERVILLE,MA. 2ND FLOOR r 2121 SF UNFINISHED ATTIC 1286 SF TITLE: TOTAL LIVING AREA 7715SF SECOND FLOOR PLAN PROPOSED GROSS FLOOR AREA FINISHED BASEMENT 887 SF SCALE:ve^=r-o^ UNFINISHED BASEMENT 1568 SF 1ST FLOOR 1963 SF o 1 2 a 6 2ND FLOOR 1997 SF UNFINISHED ATTIC 1286 SF PROJECT# SHEET TOTAL LIVING AREA 7701 SF 16-02 . • A:2 DATE: OF 11/28/16 EXTERIOR1. ALL OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOWPRIOR OPENINGS WINDOWS. 4.CONTRACTOR SHALL VERIFY .11■..1■Ilg.. ALL DIMENSIONS PRIOR TO mmlm.� CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR .Im.l..■Ig■I.gmltr.. ANY MISSING .II.I...r1.1...11.1...11.1. ..legllg■■1■11■.■1.11■■■I.IIg... ..Iglg■eggl■Is■■ol■Igo■gl■Ig■■■1■1■. DIMENSIONS •R INCORRECT -.■e.ounomno malono.■. nnnomnr-•-•-------'---inn.unno ununr_.•••-•---"_'unmm■ I■n•-'---.._.__^unl ,... • - iii= ■■■ all ini■:1:'G_ Elmommn ""M"o' �ni ■■ i�in ••■111032"mommmm" ennnn nuu= low.mm11■1■1 nn1 ■■■gl.11■■m ■.l=_ alga■. • legl- II_�II -111 L■ 0010110001 missal Ilml.m I_II■■Ilrla 1■■mlo ■■mesa I�I I■1= 1� =.. negmalmI■Imelr.■ login u Ilmin u C .-- 11. 11....1.1 111 .........lullisms-mama L.1.i 1■Llomel_� _Olana 01001014.ILI.e■Im■1■■r1nlp.1■ ggl■ga■■LOnsln■ Ig■Ilg1■g■Ilm1...1..1..■I.■..■■11■I.m■11■1■I -®- ■loll geg■loll0■■1■11■egg 1■Il s■sloll■■.legllg■■ ...............................................oil �milsionolimis I■naeg= .-S m o._ ■.■ lama .■I■ ° ■.■ ■■- all .Ilgegrl■ ;,, I■II '-" Illnll loll_ nn ■ negJ■ ■Inn ■onm m unn 1 ■ n■aegl =Ig �y ■o11 Imoal■■1 - - Irlll 11■1■■1 / .1� ■■■ �: ■,■. 11momil MENI■I Irlg , ■ •� ,'� Imol mines v .11 " III■■■1 ®®® - ■■I.� -_■lo -_II ■ 1■■1■II is min III■I■II■ nl IIL■g 1 ,�., ■1■In■ U loll , , I logI■ml 111■■alm I■II II Iog11 .lo- -_Ilel- -.I 11 I■.■■1■_ I�I _1.1 Ilegl'., , , I: long lull ■ • Isola lo II■I 1m11 ■■n■loI ■11 m.lol■ _ _ -- RESERVES OII r■■1..1 1■III IlmloaNO SIM HEREBY■ IImull ■I .Isel ■Inmr.I no Iing■1 - • nL_ --JI■__ ___ ITS COMMON IAINCO�RIGHT.THESES _ __ II - - ___________ _ __ _ REPROWCED 1 ill ii llM1' ___,_....�.li ill ■■ 111 i•.i .Ii II�.•. ..:I II IIA • ■Iglnm....■t.....■leg■1■1■■■■I..n........�1■ � I ■II 11■1111111111■11■■■II 11!111 II loll 11111111■■11.■1111111',II■II■!I III 1111 II II II 11 - - mn1.■mun.lnt■nnn■gnnunu■la 1 Ili 11 g■11•II II 11■11■"1:II 11111 I ! •• ■nnnnulnuuunnnn.nnnnuv:nln■ m ■u■unugm.g•nnuurnulrl salmon• • - - nnamn■nu■mnu■■1nn■■nu■r•.�nulnnn 1 nn■nng.nnnn.ln.■■■nu neg u■ng■n■.e1gn■n1n■I.. nnnnn. - 1 I-•I IN. ■gll■II II II 1111 I1.IIg111 �,I � ''. ■■n■unn.nun■uunnno�■INS n g n II II II O -11 - I - - ■Ir le 11■II.I II II II r II 11■■I 11 II 1111 II 111 II g 1111 g 11 mlglg■eggl■IOOaaOplmin■al■nP...I!1 n■■1111v III■■■■Iln men null ll.IIr111111 I:II II.II I, ,Ill.. n...•n!..n...ln.Llu 1.u_� •I�nl.Li..IIIIII IIIII IIIIII I IIIIII' PE MtSS1ONANDCoNSENTOFNORTHSIM n.n■:anc:a■c::uo:■1.c:._r.:ar'�a■�:In loll:a rA � - - - - - - '-. mm�nnunnnonm. n;n■1 n n'u u�n�'.n '_ice - -- - --,�_-• _j� DESIGN ASSOCIATES. A III i\ill ME ........................... °11 It ;�-��:�� 1111111111111111111111111 I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Inr.11gl..oll■1■lollgl■■■1 1 r.l••� ■■gl■11■■ol.11s.gl■11■■■1■I ■11 -.'''ll uunouu■egun■■■■um i -1 �- mnu■nuuunnounr-- i 1 1 .�tommm _ mr10 reru s n. 1 mnol:nn■um. �n•�• nmA...•L. ..1 I�i ovotnmm■' ■■■ �■�rr1'n'�.i • 77 .iii:�m� l eg :� ■■■ i:iiron1 gal ■Imi1'Iriniui�i�ui. illMe ■1egn■e■. .l■OA■In■eD11r■I r■ J •-.i:lonmon n l.. lmmauu■ mal m nrur r�mr� aeglneg■1■11■■■.■.n■. INN■n■1■�rAr�1■rn mast nr1 n sips.. `. i ■nm L a.1■ g■gl ■oegglgg ■1■.■. e■m■IY..i■ng�iulinl�a■�en ■1r■irlr unnnnnnwegonuu._ rWr rr..0■rrn nnlolronr. ml■ .i:irls iionmm�n.egnnnnnugnm►_ ■ a ■ n ■1 .1,1,1JI ni.negnn._�.r I.G.711Giigrill■IfGG■Ifii.gGil■IGiC�:.::-.� STRUCTURAL ENGINEER: �rl 1 �■■�!. �•ilriiioGiGnGir1.. � IiCpl ':. .: I�Lrur�rml 'ifii■Yl�rrinlr?rrr►� ninnn.nnu■.nnl. • 1 unn:�.■■rn�."i iuinin�ulnmo:ice:iui. '... vliu■■■••_•-•-••••-•ten 1 _ ••••• ••••••-••••• =u.:iii:�i�il�umin DESIGN n ■ . ■ .1. 1■i. , sir unnm I.nn1n au, n■n■ m A ':" ■�■I■ ,.,. ,I1, 'riirl: li r■I�i'irl�lvs .rill• �alm.o ` ------------egg AI iit■r 1■rn ■.nr■15 .:1.g.I ■n1■.u■1 m■unn. ■n Ir. Jn1 ■■■ 1.1 ■ O.rn■1■nl■1■r1 Inl■1■• I.Innl.l■I Inal.ingg. I.1 �rI■1■��® �1,1.I� ® ® �n■►�it■I ■u n■nr J■Iuu■nm ■■I,.. uuun■■■. ► w n■I ..I. ml alas dn■I u�rrl�il:rn�li.a� oast ■1■ug■g1.n■I[oil un■Iu■n■u • I nu m ii�ml•'i/i low r 11011 0 g •i ® 7 ■r■1 �� mtl ,o■rm- ,p�ml�in l�ii.I1 r .inumunnm ngnnuuuu■� .1 nil I .nl■Imn1■ uiull'IIIIIIIIII�III'I'I'Illl n�■u■■mbrnulrimn� mgouuun■.ul loulnuuuun. lou �I ni ::�II'IIIII'I!III'I'II'I'I!li:�i................ ...I�j ��■AA�pj!I�ill� iu:ni. ui: niii■iilii■iiiiniui:ii■ili:i► "=iiiii:ii■iiii i ■olOn■■gla■■O..O■■.1.1mn■I.1.■..........memo ■mlmnmmmlm..mmgl■1■gnloa■gnl■IOOLlonol■In.a■.._ -•.mem1■nm.m. ...11■1egu11■1■.■11■1..■11■Lg.11■leggmllel■.m11ne •:.■11.Lg■Ilo1.s■11■1..OL1■.egll■1■.■11■1■■■11■1■gegll■1■.�_ -•4.■■■.11 ..1■isms.1■Omog1.11leg■1■111.■■1■11...1.1�...1■Ilo■ ,■1■lamsg1eg11■■gl■Ilo■gl■11■eggl■11.■■1■11.■.1■11.■■1■II.o.I■11■._ ^•.■11 II.InOIL nn■■n= un.r.C_ __:■nuu. •mumum■nuuwunnnnnng.■1nu■nnn.■nn■■n.n._ --_-- - •�.non■nnnnnmonnuuun■nuuuunl■unu■uuu■n.._ - � _--.�■non■m■munalnn■negnnnnuuuunnnnnunnnnnuur s rev■Oalegg■Ilml■■■11■Lr■11■Ir■■Ilal■■■11■leg■■.■1.■■. .....■.■■o1n1■■■111 iiii li:i■7in:i■ii■nm Inum■emn.nuu■w . nmm gg11 Onl.nlnl.g■1.■11 o■glogleg■■lnlooglg■leggnl ■■1■■1■I - • • ■ ■ ■ ..■ .■■ /■1■ .■■ m■.■ ■.■ ■■■Iegleo■.1■1■nal ■,..■ ■Im■nla■esaeging■leglgg■ ■■■ ■.■ 1■On■1 '■ ■■■ ■■'■ :I egg■ ■■■■ ■■■ :::ll::1:�::1: lots �1::::� ::1:�:::a.�::� �■■ s-■■ ::.�� SHEA 11gg 112 1ego■.1.1■.-■1■1.1 1■■1■Immeg■1■Img.rl■Img■rlr 1■1■.e■1 GROSSEXISTING ••' AREAnn muomuoalml onmonuumnl..m ■urn■� un mutn■numlomm� nmmnuu.urnuun louu■1 loll lm■mnn■g■ue.■ul nuunuuuulo.lonegl m■un. _ FINISHED 460 0ON ■1.I m■1.11■eggl■11■eg■1■ _ LIug1.Ilgegrl■IlsOlalm■1 u■■1.11 UNFINISHEDIlls 11010001111211500111111111............ visiting BASEMENT 1995 SF -. _ - 19 VINE AVENUE mail MEN, _-_- -_-. -- :1:�::i:n: :jai:i u. -u Iii::Ia •• CENTERVILLE,MA. - FLOOR .IEEE leggeglloleggegll■leg■■Iln■gegll■1■■.Ilmlrull■1■salmi■r.11■1■I I■1o■■In nisi .u.momu■nuuuununaum■oo1.u■■nano.....�.................annal .FLOOR 2121 SFiii:n:riiiii:iiiin:iii:n:iiiiiinn.n:iii:iuiiiiii:iiiiii:iiiin:iiiiu.nunagam■am■mmunu■ngonnunnn■nuumunmm�nmm�n■mnn un.uuonm■gnm■nnu■nmumnl■■u.n.nnu■.umu�nnonnn�nu��nmuuumulnl�unn■.n.n■uun.uwumuunun�nun■nuu■I UNFINISHED ATTIC 1286 SFeel.■2nelnr..■n_meeneel■eeenl._n■e.o!euel�neeuel.uera■_rneeue_.eg1_log-_.umnegl.n.leneeal._en.:one.ne.nr.un_.nrl.n■reu.een__neol.l•nr1�1 runoanuirnnnnuuuuuoanl..nnu.egnaloumoanumnleggnmo.nu.unnonnln■muiamegunalo■nmunmunn..■nnoegunuegm TOTAL .egwnlegnu.ununonomnoleguunnnouoo.■u■■nnunulog■neg.uomnonngegnnnegalanounun■uuu■nunanegn■uunan■uauo.egn -._.____._'__-_•-___-_'_.____._'_---.-'__-__-_____'_.____._.__--.__----.______._.__^,non.unnunn■eguunonm■nmuunuegalalnonnunmunugu � ELEVATIONS �niiiiliiiii:iiuli:iimili:i■ir�:i■iiii:iiiniiinili:iim7liiiigiiiaigili:i■iiii:iilnnnonulou.nounlonulon■n.gnnumgmm�mm�nnmmgn■: Isnuunnmuuannun negnngunnuuu■nannlegnualunuuum..uuuammnmm■ual■nunnnu..unnauumumm�nuunu.l � unn�- ••••-•-••uuaulegumn■._.._.___••-• ■■uuu■.r_.___.._-• ■uuanl■eamo.nnoamoegun■unn■mnuuuu. mm u.n■nnnnn.l lulu legal. uuomnegnnuonmomu■al.uunnnmau.n.n 'Room' uulonnn■egm un.nnn loununaluonuunnnonnunnuomnouuu ••• • • ••' , ,,, „� mall ��■ ulnuunuow iiii lulamun ,., lonnu.ouunuuomm�nnunnuunnlmuloalm isms ■■■ louu..un..m. uuunm anm■nmmnmm�ummalegnuuannmm■lml 1.1.■11 ol.gegll■legg■Ilml■ n.l.l lleg■■1 Illoleg■■11■leg■aI■1■golnuumn••••••••-••••••�••••-••••, . ., ,■, i,,, 1ol.n '_I .unegn■egun.ul us @I negnr son 1m.u■uuu■uun.u.■■unu -� 1■.ul r'_r nununuu.m rnu'nalu mm�uualununnumu■nl - _ ■.■■■I ■glg■legg■1■gl■rmll m.1■IIOOII Inglg■1■galggleg■■Iggl■Olg■1■nl •••• m _I I�I I_I IIaO nmumnuun I_I ■al■Ilnrlm .Ins.1.I■O■1■1■.■alegI■■■■1■n■09, -' '-I '-' Iegur1...........n.■mmnnnu 1-' n.nw■nl '-I nuuunnonuuuun■umu - �LLL«--..--.RR::�..T„1__.'rRl•��1•.• 11rr' rrrLLL...i�rii,,,...777,...�11�...�rR7R..7J111 rr'll{ii..'TTT,...7==„__.TR1TT LT rlrl' unu■uln■al■■unn.uu■.u■I ..',,,...,,,...il� rnm■■n 11{{I �Sfl��rSf"T _Jr7JJ11 n.u■ m ••- . In■■lolo■olommnnueg■loloum nnralom _- - actin - .Lgalnlo■■Inl■ 0.11 gal■gl..■11 - -- Insimliffiffom _ - run m lnnuauw.nnnegnunn. lununn■m.mm�nannmru••.•....•.•..••..nn■m■.■n.nualau. - munmo■nuonul.oln aununneg■egnu■rnnunnalol nrnwumnw.g.nnn O 1• Inn■11■■■1■11.■■1■Ilgmnall mommi 7:a.Ge::e7e:ee:e.:a�ef_elr� 'Jeg■ulmm�lualmu■ -- Ii:iiainnai■:inio:'nan uirn:'n:u nnimi:uniiil - ---------- 1 AA OF 11/22/16 6 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY .ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. I CONTRACTOR4.ALL CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR i ANY MISSING OR INCORRECT II ■_.■ ■_.■ ::�:��:� ■■■ :n Be ■■ .■.■ DIMENSIONS NOT BROUGHT TO l nlnOla.n ■■:'■ IO .I. .� logo PROPOSED ..■ ■ 1 ■■■ ■■■ Ila..anla line ■■■ ■■,■ Ll.l ■■■ ■■■ ■I■■ ■■■ , ■.■■ In COVERED 1 11■..Lma line 1■.1 .. ,...■nln.■ 11. mill ■■'■ 1■n 1 ■nlnln■.1 mil I_I I_I Inn �� PORCH ��.•._.�1 .In■nn■n In I ' ' n■■ Il�r■..1!•17�I. 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PROPOSED Cuu of �� ■ �■■ m.■1 ..all■.1 ■1111.1 11 p1.11 ■■■ .IL..1.1 eN■IL■■11 L.LLIL.YU I I �Ip inn IR ■.inn ..\I. ■ mill■. n.tlll.. . 1.■.1I111 IYnln.....Y ■■■ ■■■ RESIDENCE um Inn li ■.■■■ uum Innma.um ■.nnlnum ��■■■■■■■■■� 1 '1I...IIN SHEA I.11l.■ ■.■line I 1.1111■■■1.1 x1.11.■■■I I■.■■1.11■■■.1 1 umolininsm ri�� milli 1 illi ---__ .min ■ nme.--1-`_-- nummm�uunuumll mnunmu 1, n lint./1■.I ■111I■I 11 I®I .■e.11 ■n■..1.n...l.11...1.11■.■11 5 • Ili-' _-- -��....... j j ..�1.Iaii " -�i��ll19 VINE AVENUE IIIII!�!,IIIII I llllli11 liiiiiii lii1illlllllllll Illllllllll1 lllllll Illllllllli�ii i ��l�l� �l��ll�!�IIII��I��I� ••- CENTERVILLE,MA. 'I. --•-• • - _�III.I I�I1,%I� IL■�l.nI■OinnL�O.ue■On.nl�1ml1.aaL.nO■1llunlL1n■..inL�.O.eum■n.:.1.nL...'a1m■�■.1Ii1.l.'l1lna■.l■na�...1na■■mn■:It1:■a■1ali\.un1i.m1uln■..nn�■..l.ninOn■.■:e11:..n.1.ui■.111i.1.111ni.u�.f�n.n:I:Rf`�.i'irnT�>is:7�■a:a1.::�m''fi�n■.■mr.:lLin.:ie.n�.�..:L■.■'.::.n.i.:■li.i1ul■.:n�1.nn..:l�..ul i'n.i■i.ufn■YYu.-i■d'nMu�■mnn::nfuu.n'.Luna.�..u1.n.n...nLn1..ln.nn..nnnYYnnl..a.n....nanom.a.nfll-�1pyI III I I -IiIn.Il.l.wl 11ul'1ll.n�..n■.-n -mtu l.unnl ■ UNFINISHED BASEMENT u I r'iulivu 1STFLOOR 1853 SF ELEVATIONS runfii iol iine nmsing 1.1m::4iam::i .■■1.111..1■ u.■ lin.■L.n..1 ne■....1■..1. ■ .•' 2121 SF ..1■1. . � ...■1nl 1a■.nl.■.nl■II lllllll..al.■1n. :L.. '::� : :: ':. �.1..L.....n............................ Ae...1.1..011 .SF Inuluu.m INL.nnnm.�::. ::I I./mils■.eaTOTAL:1e ...... ............ �. I.x■....IY■ala l.■.n1.e.■.11l ■Yn1■l.■Imin1 SCALE: ' Filmin.1..■IIaO.It.1.O1■O.■.1n1.■■1..1■.O■.InnOl..■1line..■Inl■■l.■■1■..11a.1.■■.■.1 .liu•n M.•.In.•a.. na.■.•.1.■ II■nl.•■1...1 lima a:4iii,:mil uuu m.uua.lnn uuu..nm mnnnnunu -- -- - - - -- -- -- -- - r■.Il...■.n._f ll.■■1.11n LI.11■.......■. Ill..\I.11...1 IN...I.II...I. aim, me .nimuu.. uu■.uuu..m ■..Inman Irunnu.lun '•'• . '• •• .•.• ■ 1 11/22116 • • . ■■- • 1 • F - - -- 1 7yy 9 � --�� ` � � I ` � i �C 1 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. . 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS -" 4-6' 10'-O' 44-;ZV - 4'-0, OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY T-O" H'-O" 7''8" 7'- ,C 7'-B' 'J'-�4" 8'-4^ 8'-I 3�'6�4, ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS.. A A.7 - PROVIDE 10" DIAM. SONOTUBE 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO W/BIGFOOT FOOTING (BF2B) CONSTRUCTION.CONTRACTOR FOR P05T SUPPORT ABOVE ASSUMES RESPONSIBILITY FOR 3 —————————————————— ------ ------- ——— -- `9 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ------------- _____ _______-�__ - -------------- 1 - _ THE ATTENTION OF THE 1 ------------------ ° II DESIGNER. TYPICAL NOTES: PROPOSED RP,1 TAPERED COLS, ryZb 12' DIA,BTM, 10" PIA,TOP I ' c 1 w/646' P.T. POSTS I GENERAL NOTES STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION I I I WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARp/FIN1�14. ————_J I I I - - r —--- --- T5 4'x4'x25"COLUMN. CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL " I _ --�I -46 STD.BASE PLATE i EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION I — 2-Y. VIA.ANCHOR 1 1 I I 1 n AND CONSTRUCT TEMPORARY STRUCTURES✓ENCLOSURES AS MAY BE I -BOLTS TYP.I I , NECESSARY TO INSURE SUG1+PROTECTION, -- B'-7)2 3 Ta �v (V.I.F.) I CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 1 I I 1—————————y —————— ————'— ————————— I ~---I- 514ORING ETC. TO MAINTAIN/PROTELT EX15TM HOUSE AND 5TRUCTURAL d I I I I -----1— — ------ -- ----- — I INTEGRITY OF EXISTING HOUSE. �^ D I POST I POST I UP/DN. P05t I I NO. REVISION DATE CONTRACTOR SHALL SITE DURING COMFY ALL EXISTING vs.AK PROPOSED 1 ®I = I I UP/pN, UP/DN, I I - - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS I I ,I II I UP/DN. - AS NECESSARY tO INURE COMPLIANCE W17H DE51GN PARAMETER5 A5 `� I I UP DR I I I Id THICK 1 w I I covrRx;HT . CO RETE WAIL O ESSES I I NC N I O WORK PROGR I NORTHSIDE HEREBY EXPRESSLY RESERVES I " 1 I A I I I I coNTINUous 20'x u. C ITS COMMON IAw covvRIcHr.rHEs6s ...................................................... ...............................+.L.. .}4.......................I...........................:............ L...................'CONCRETE..faDT1NG.....................1. ............. .� Ir '1I 'I•"'O' """""""' I CHANGED NOT TO BE DIN ANYREPRODUCED FORMO A.7 I I I � �— —� ..� 1 I �� ....I....... A.J3 CHANGED OR COPIED IN ANY FORM OR 3 FOUNDATION NOTES: ; I I I UNFINISHED/ IY J T MANNER WHATSOEVER WITHOUT FIRST SISTER ON: I UNCONDITIONED I I 1 I OBTAINING THE EXPRESS WRITTEN 1 I _� PERMISSION AND CONSENT OF NORTHSIDE 1. MAIN FOUNDATION WALLS TO BE NY POURED CONCRETE id-3000 I, I I Q I ROUGN-IN I-V,%l Y4 LNL BASEMENT I M Ux I ZSIGNASSOCIATES. 1 v I- PLUMBING FOR 'y_ I TO EXISTING I I ♦ I 1 lJ/29 W.BARS TOP i 130TTR'I, FOUNDATION WALL TO BE ON 20"xt0 - I I I FUTURE BATH BEAM 10' THICK x tT-2' I a� DP,STRIP FOOTING,PROVIDE 30#5 HORIZ.BARS CONTINUOUS IN STRIP ® g * II II CONCRETE WALL ON I BUILDER: FOOTING W/KEYWAY. PROVIDE 85 VERTICAL DOWELS 0 24"O.C. 1 I I A.7 I I&THICK x 4'-8' I I CONTINUO116 2O'xIO" EXTENDED 3'-W MIN. ABOVE TOP OF FOOrfI4Q. PROVIDE%"ANCHOR - 1 I I I CONCRETE WALL ON CONCRETE FOOTING I I T I I - HOLT5 636"O.L.MAX. MIN. 7' EMBEDMENT W/3'z3'xY4' PLATE WASHER. I CONTINUOUS 20NIO' I I 35°CONCRETE FILLED 1 I I CONCRETE FOOTIN "Co SLABLN I UP/ON. I I I 2.ALL STRUCTURAL STEEL COLLB'1N5 70 BE I �L STEEL LOLLY COLUMN ON 3Yl°CONCRETE FILLED '�` I I It+MIL VAPOR RETARDE* I I ` �I UN3"12'D CONCRETE I L JJ I LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE Vxb"xbb^CAP T5 4'x4°x 25" I I FOOTING, TYP. - PLATE 4 7"xl2'x%' BASE PLATE Yr/20 9i DIA.BOLTS. WELD ALL 'a 4b' STD. SE RLAtE) I [5'_ " 61_ _ _ _________ 1 CONNECTIONS.FOOTINGS TO BE 36"x36"02"S6'UARE CONCRETE W/3!b5 2_�, 1y1A�NC S. 5'-0.. 4'-e' `)Y4 �" 6'-6' I -T"-'-"- 1 - a ]BARS EACH WAY. BOLT517YR. T I T'——1 T'——1 T"— T'——1 —1 T' —'l 1 I r•TI I I 3. DOUSLE FLOOR.JOISTS UNDER ALL PARALLEL PARTITIONS. o - - 1 I I DESIGNER: 4.CONCRETE SLAB t0 BE 4' POURED CONCRETE ON COMPACTED FILL. _______ ___ I I 1 . 1 I I I I 1 I I PROVIDE CONTRACTION JOINTS 1" DEEP AT COLUMN LINES.CUT W/ ��_I r -I POST J L__J L,� J L— L�Ir L "J I I 1u I I NORTHSIDE "EARLY ENTRY' SAW, w� I I 3=-4'4T IoT-T=q" 1'2 1 p I - N ® DESIGN 3 10'THICK:x 4'-B' I I a CONCRETE WALL ON 9x 6 BEARING HALL r 1 t5 x4"x26"COLU1'IN I F 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY Fv 1- I I CONTINUOUS 20'rI0" IIr24"L" [2^D CONTINUOUS 3-1 3•"x7Y'i IL 7 11 ON 36'x36"xl2' DP. 1 I� W� I m ASSOCIATES CODE (WINDOWS OR MEC"NICAL) J _ i41W11 m I CONCRETE FOOTING I' TRIP FOOTING ' IAVEX15t5 E CONCRETE FOOTING 1 i IO i 3 I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN y W.CCNTINUOJJS F3A{ I 94' STD.BASE PLATE i <F I 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN " I I T5 4^x4"x26'COLUMN r1 x 2-34"VIA. ANCHOR I �I LB 35jt' I 1 4'-0° MINIMUM COVER. I56°STD; BASE PLATE_E..: iI I I 3-1 �4°x9 A' LVL II 2,, BOLTS T7P. I* I 41508N 62-221'YARMOUT(508)3 MA02 �I 1 67S �LL _2—'�'}°—QI A,AAICHOR 1 I I I DROPPED '�2' 3 b'—O" 3 W— I �(Q I I I ( )362-2210 (6081362-9802 T ---- '— Y NORTMSIDEDESIGN.COM 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL w 111 BOLTS PTO P`fG. 1 I POST r I II wp BEAMS(TYP,). YO s I L J ON. J I I >L I g o �� >t I normsl°e1Qdc^mcastnet 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL 57RUCTURAL ?J,= pI I _t v — xP'THICK x A gj ytt r- 110"THICK x 3T-10" 1 I •CONCRETE WALL ON 1 COLUMN5. "' " "+� I =r CONCRETE WALL ON �I 1 I L ISTRUCTURAL ENGINEER: g, 3 d r I 60°x36'412'D CONTINUOUS 20^rl0' 41.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY- T F I `E :CONTINUOUS 20"xl0' DR. 1A4 -CONCRETE 1 — J CONCRETE FOLJTING I i1 I I - TAYLOR ��[C t CONCRETE FOOTING I I I 1 w I MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO .o m U w w I 1 1 I FOOTING L_ 1 _ I — r— 1 r-- _f I I I THE ATTENTION OF THE DE6IxNER BECOME THE RESPONSIBILITY OF THE I") FV f U y I 1 I 315'CONCRETE FILLED 0�4 POST Trr I I I I ESIGN LLC CONTRACTOR. n b Tl�� LL z I Z I alox36"02'DSTEEL YCONCRETE COLUMN " L J L J o uP/DN. I: 10, INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES WITH 98 I Z FOOTING, tYP. 1 I I L-—— � ——_— L EXISTING FIRST FLOOR,CONTRACTOR SHALL ADJUST TOP OF Y I 4' CCNC,SLAB ON I I'I 'a 2x6 BEARING WALL ON POST POST - 1i / I FOUNDATION WALL AS NECESSARY TO ENSURE DESIGN INTENT, 6 MIL VAPOR RETARDER +I 24'M12'D CONTINUOUS I UP/DN. UPIDN. I I 1 4q� I 2-1 i4^xl1 Y? LVL I r- STRIP FOOTING i I I i FLUSH I- ql I w/3-a5 CONTINUOUS a — oI------------------L--- - - �- --- ----- ---_- --_ - / I IV-2' I t Y2'-10' ___________ L"l 10'•THK:K x T-10" cn - CONCRETE HALL DN I °i PosT I �. 3 \ '_ J I .. �p II I CONTINUOUS ZaSlO' I IP05T UP/DN. I_--_ - I \_ _ _ _ __I _ _ _ _� _ _ _ _ may I CONCRETE FOOTING DN. +I I ______i_______�____ �_ m FOUNDATION HALL LEGEND �ZX I I I I� _—_--L_--- ----- -------- ----- ED 1 ------------- — -- -----_—J I ,il. ELFVAT10145 H I _______ 1 1 gib A TOP TOP ------------ -�— WAL OF OF -------- .. WAL HET MIAL WAIT FtG ' __----_---__ IDENCE 35°CONCRETE PILLED I 3 EEL LALLY COLUMN ON 20.93' p.5' m ,;, \ 36'x36"x12'D CONCRETE 19 VINE AVENUE FOOTING" TYP. CENTERVILLE,MA. --- \ 1 T-10' 17.°a' 9.6Y' 7'-2° R.6T' ® 15.0 4.67, - e / J CONSTRUCTION NOTE: TITLE. 4'-5" ® 14.33' 9.6T' A.7 A,10 FOUNDATION CONTRACTOR TO LOCATE FOOTINGS � �� 1� ° FOUNDATION PRwIDE 10' DIAM• SONOTUBE d VERIFY IN FIELD. LOCATION UNDER EXISTING PLAN FIELD HGTS. WITH EXISTING�C CONDITIONS �V �G��TTSUPPPPORINT(�E DECK (TO BE REBUILT) SCALE:118"=1'-0" NOTES CONTRACTOR SHALL SITE INSPECT ALL " EXISTING VS, PROPOSED CONDITIONS PRIOR TO , 0 1 2 4 a AND DURING CONSTRUCTION AND NOTIFY PROPOSED I DE51GNER OF ANY DESCREPANCIES AND/OR `�•.1 PROJECT FOUNDATION PLAN CHANGES THAT MAY BE ENCOUNTERED 16-02 SHEET FOR CONSTRUCTION " �� A �i DATE: OFF a�� 11/22/17 16 1.ALL EXTERIOR WALLS SHALL ' BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. Id-O' 44'_2%'* 4'-CO 2.ALL INTERIOR WALLS SHALL 2'-O' B'-O' 7'-_L, 7'-5 • 7'-! ' 2_r�(/• 6,-4' e'-II`j' 3r_ BE 2X4@16"O.C.UNLESS 4B�4 OTHERWISE NOTED. A - 3.CONTRACTOR SHALL VERIFY _ ALL WINDOW ROUGH OPENINGS A.7 PRIOR TO ORDERING WINDOWS. - 4.CONTRACTOR SHALL VERIFY __ _ ALL DIMENSIONS PRIOR TO _ -_- --- ---- --� F-- _ -_______ _____________ CONSTRUCTION. CONTRACTOR -- - -- - - ---- - -- ---- ----- - ---- -- -- ----- - - -- --- ---- E. -- -- ---- - - '�---- ----TI E F--- -------------- ---------------- ASSUMES RESPONSIBILITY FOR itI I / ii :� ANY MISSING OR INCORRECT 168 I' I / I PROP10.4ED RD.TAPERED COL5. / II DIMENSIONS NOT BROUGHT TO c piii �i I '• I 12' DIA.BTM. 10' DIA.TOP / u ' - THE ATTENTION OF THE /6'x&'P.T.POSTS i II v v DESIGNER. i______ � IIIII. I I I -------------IIIII I I / i i GENERAL NOTES Y I 36'104: I III I I 5'-13 II'—W4' - - - ' --- j III I_ TN2031D TN210410 ITVJ11 to 7VV210410 � �� I TV✓21 o470 TN210010 ill III i I I I IL I I I III I I I II Ih-------- e C L..... �.... • i....... .. ................................................................:.i. _ I�------- C NO. REVISION DATE -51? r... ....... ... ... Ri .. .. .....i..........................i �Q A8 I L------- A.8 9 J 9 [ I I S COPYRIGHT dl : III I I II------ —' ITS NORTHSIDE �ES GOMMONLAWOOPYRIGHT.THESE PIANSARENOTTOBEREPROWCED 'I� r� I CHANGE DORCOPIEDINA-FORMOR 2' // I l l3-2�q' 12'-1y4 ' I 1 'L-------1 MANNER WHATSOEVER WITHOUT FIRST ' I ~ PROPOSED I PROPOSED i I I IH-------J OBTAINING THE EXPRESS WRITTEN W -- I I 1 PERMISSION AND CONSENT OF NORTHSIDE I B -- [_-- o _l�_--7 - [ T{1�1G-AR� 1 I BEDROOM NO.5 I pESIGN ASSOCIATES. ' I III��VYY V I �—.`) I I II 11 I ^yj:0 11 II I PROPOSED j —/ 11 q 1 j _ 11 II I j BUILDER: I2 —44' 3T.) V-6' / BATH —_I L Ili ' —R ------ I I -------I I i° — r 1 — --77——II tr I n1 --- ------- --------� 2668 ' 1 ----- ---- \ .. --- --- 1 4 I lmO I, I I r---r-- --r---� N m 1 III LJ I c i j1l1 II 1 ii i I I m �1 CLOSET 11 DESIGNER:HALL 1. .i11 I m NORTHSIDE PROPOSE DESIGN Ifl III l� II D 1 II E ii1 ii iil HALL '1 . "-----� '� I ASSOCIATES ---- -----� I n qr- ' n. 12'-144' - ---- __ _ �Y _ DISTINCTIVE RESIDENTIAL DESIGN u I \ E I PROPOSED 'O I T - 141 MAIN STREET'YARMOUTHPORT•MA 02675 I I ♦ _ /� I I UNFINISHED UTILITY ' 1 1 I I II. Tr (W8)362-2210 (508)362-9802 -- -- - - - RM. u NORTHSIDEDESIGN.COM —hsitlel@co—stnet 1 I I II n I I J _ II I I'^ ------ 68 11 STRUCTURAL ENGINEER: EXISTING III 1 UNFINISHED/ TAYLOR M. I I / 1 ♦ o WALL KEY UNCONDITIONED 1 i I I I I// ♦♦ ° qw�� j1 I DESIGN LLC BA MENT I I I 1 I- I ♦♦ u 0 EXIST'G WALLS TO REMAIN JII_________________J ------------F__________ ♦ u _7_______________________Sy}S 1 ____ d I I I m I I ♦ `l C_____� - ♦ II � gC15T'G WALLS TO BE REMOVED . --------- 11 r STAMP: __--_-_--- __________7 ♦♦♦ I II ip PROPOSED FRAMED WALLS I it I - I ♦♦♦ i II it I 1 ♦ I II '• I - pl I// 1 ♦I p ♦ II i -- ___________________ ' ---------?'"` ------ ------------------- EXISTING GROSS FLOOR AREA e1 I - FINISHED BASEMENT 460 SF PROJECT: ------ ---------- - -�s'i_=----!1-------I I ______ UNFINISHED BASEMENT 1995 SF PROPOSED ---------- ------- li 1ST FLOOR 1653SF SHEA 2NDFLOOR 2121SF I 1 1 1 1 I,�It ----------------------- L______� I UNFINISHED ATTIC 1286SF RESIDENCE _ --_---_—_____________ =________ ______= TOTAL LIVING AREA 7715 SF 19 VINE AVENUE B A CENTERVILLE,MA. A.7 A 7 PROPOSED GROSS FLOOR AREA 10'-977�' �• - TITLE FINISHED BASEMENT 857 SF BASEMENT PLAN 14'-3• 13'-q' 30'- %' UNFINISHED BASEMENT 770 SF 1ST FLOOR 1857 SF 2ND FLOOR 1873 SF UNFINISHED ATTIC 1286 SF. SCALE:116"=1'-0" PROPOSED TOTAL LIVING AREA 6643 SF BASEMENT PLAN 01 2 4 6 NOTE: CONTRACTOR SHALL SITE INSPECT ALL PROJEcru: SHEET EXISTING V5. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY 16-02 Q. 1 DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED DATE OF FOR CONSTRUCTION 11/22/17 16. t 62--ll 1.ALL EXTERIOR WALLS SHALL (DOsTR4W - BE 2X6 @ 16"O.C.UNLESS yy OTHERWISE NOTED. - ' 2.ALL INTERIOR WALLS SHALL 4--6' Id-O" II'-7j" 9'-3' 8'-4' 8'-I V-7' BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. t PROPOSED RD.TAPERED COLS. 3.CONTRACTOR SHALL VERIFY 12'DIA.BTM. 10' DIA.TOP ALL WINDOW ROUGH OPENINGS PROPOSED DECK WILL W/6'x&'P.T. POSTS CENTERED PRIOR TO ORDERING WINDOWS. BE RE-BUILT IN SAME LOCATION OF POSTS 4 FOOTPRINT AS HEADERS TO BE VERIFIED TW2B"2 TVV2052 Tv,2G�2 Tw-as� Tn2s12 ___ _ IXISTINri, l'YPICAL w/EXISTING R FRAMING ALL D4. NMENSIONS PRIOR TO VERIFYCTOR SHALL _ ---- --- -- --- - CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR At It ANY MISSING OR INCORRECT DIMENSIONS NOT N--I BROUGHT 1 m iD TTHE ATTENTION OFTHETO n--- PROPOSED -- DESIGNER. PROPOSED --__ # ' SUN ROOM PORCH COVERED PO 7 c 22'.T.9.8" — — _ Q GENERAL NOTES L121- III 101_ ''' 121_7. ? ce. C 61_2a 61_ (EXlsr. s 1 FWG1 a PNK�336iI TW21G42 TW21G42 1 At At m .' "rT` o --- -- I � - VERWI EXIsnNG C B SUPPORTING --- -- C NO. REVISION DATE A8 PROPOSED AXIS 11'�Ci..EJ�CC�(u..... .••-•-.-•••-•- A.8 �' FLOC lit FRAMING COPYRIGHT DECK ___ __ I NORTHSIDE HEREBY EXPRESSLY RESERVES Rj PROPOSED WI BEPROI N LINE T GREAT ROOM ITS COMMONIAWCOPYRIGHT.THESES III PRO OSED g 2z•-0"xn•-c' w OF ICE w/ ISTING BEAMS _-- -- I PLANS ARE NOT PI D REPRODUCED III I O 12' 13'A" --- -- CHANGED OR COPIED IN ANY FORM OR Qu MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN I RWµ PERM ISSIONANDCONSENTOFNORTHSIDE GQ) II DESIGNASSOCIATES. 01, I B -p ' BUILDER: A.7 I I I m =___ • PROP._HALL 1 N8O4O. P =T ----- • II I1 ��4'-6�4 II 6'I V LI,y 11 I 'I -- -- �-- q x1 e•�"Xr PROPOSED DECK WILL BE RE-BUILT 1 IN SAYE FOOTPRINT 7-2. 4-0' j _Jc==�;I A9 EXISTING F I Fr 101 ..- I - DESIGNER: 1.-...-J r 36'w• - NORTHS D E (,1__ T- __-r_Ti- FLOOR-1i -- � LINEN - I E 1 r-- _-1 nBO✓e 1;1 OP'G VERIFY EXISTING BEAMS DESIGN .................................... I I r, I r- I I:I SUPPORTING EXISTING -- _ T.I ii 5ecowD FLOOR FRAMING - -- ASSOCIATES u � -- ABOVE I -a PROP05ED COLUMNS° I I - _m CL. WILL BE IN LINE ' DISTINTIVE RESIDENTIAL&COMMERCIAL DEIGN0 I D NZ 9•-Yk11 w/EXISTING BEAMS -YARMOUTHPORT-MA 0267SI 141 MAIN STREET `\\ II $ I5081362-2210 (608)362-9802 m I PROPOSED �� I I 'I - UP:14R PROPOSED _ L iI I � eEA--- N aoI ear _ NORTNSO6DESIGN.COMKITCHEN BEDROOM .S 14•-0k14'J J 12'£x11'A' Eel@mca ______________ ______ w^ ~ V Q2S �mSTRUCTURAL ENGINEER ISTINCa TAYLOR �� PROP. ZL I rPRDPDSED —921 PANTRY IIENTRY CUT BACK TO DESIGN LLC m . TNI5 WALL L J INSU ED 1 ' 1 I4'-4�q' 3'-5' 2'-1 ' 2'-T94 __ -14' - I STAMP: _ --__-ti--------------- PROP. 5• \\ DHP4242 O - 1 I HALL, - - --- --- PRoaoseD WALL KEY PROPOSED PROP. COVERED PORCH r"'► . PROP. OFFICE n UTL. SI_2. 0 LAV. EXIST'G WALLS TO REMAIN �_ E-----� IXIST'G WALLS TO BE REMOVED ON. Min jp I R - - _- -- r1 I PROPOSED FRAMED WALLS v i Q O T I 1 � I e F_________� Tvrz1o42 Gem 1 LJ 2668 ---- M2--- -- - - r---------- J' CUT BACK AREA - L---_-____J PROJECT: L 3'-IXY 61-61 _ 6'-10' T-I�' 3'-y4 E - OF EXISTING DECK I ---- PROPOSED ROPOSED AND ROOF FOR ,-T- �=r I SHEA COVERED PORCH PROPOSED STEPS I I 1 1 1 1 EXISTING GROSS FLOOR AREA III IIIII ' RESIDENCE BI ---------- ------ FINISHED BASEMENT 460 SF ---------- ------- DECK PROPOSED RD.TAPERED COLS. TJ_1 UNFINISHED BASEMENT 1995 SF C19 VINE ENTERVIL E AVENUE WILL BE RE-BUILT 12' DIA.BTM. 10'DIA. TOP --- ___________ --- 1ST FLOOR 1995 SF A. IN SAME FOOTPRINT w/6'x6'P.T.POST5 CENTERED AS EXISTING LOCATION OF POSTS• A 2ND FLOOR 2121 SF HEADERS TO BE VERIFIED UNFINISHED ATTIC - 1286 SF w/EXISTING ROOF FRAMING Al TITLE: TOTAL LIVING AREA 7715 sF FIRST FLOOR 12'-10' PLAN 3a- (EXISTING) (EXISTING) SCALE:1/8"=1'-0" « NOTE, CONTRACTOR SHALL SITE INSPECT ALL PROPOSED EXISTING VS. PROPOSED CONDITIONS PRIOR TO D 1 2 a 6 FIRST FLOOR PLAN AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR PROJECT#: SHEET CHANGES THAT MAY BE ENCOUNTERED FOR CONSTRUCTION 16.02 A°2 DATE: OF 11/22/17 16 1. ALL EXTERIOR WALLS SHALL 44'-O't BE 2X6 @ 16"O.C.UNLESS ` (EmInNG) OTHERWISE NOTED. 2:ALL INTERIOR WALLS SHALL (EK•pI�s7.DORMER) (EXIST.DORMER) BE 2X4 16"O.C.UNLESS 3'-9'2' 3,- • B'- ' II' 4'-9T7�' OTHERWISE NOTED. q 3.CONTRACTOR SHALL VERIFY A ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO _ _ --------- CONSTRUCTION. CONTRACTOR pl K.W. - -ruvl,DAz- - _ter_---' - - oAr - dq----- I ASSUMES RESPONSIBILITY FOR 'I Y II Itl ANY MISSING OR INCORRECT l li m u Itl I I DIMENSIONS NOT BROUGHT TO I 12,11 II -I Ic _- 12,k THE ATTENTION OF THE I I PITON PITCH I I DESIGNER. Al JJ I I y 1 hlAT ` PLAT I T 'PROPOSED f II'PLAT CL& c i - GENERAL NOTES c --CGG.----1J _ �, _�� QEDROOM p" :jLI H PRO OSED �� -------NO.4 GUEEII — BED 3 BEDtl NO.3 I I I 13'- a17'-1D' 1t1 p l L. I I B® $ 13'-3�' 2' 'v - 11 AT 1 - « PROPOSED o MASTER 3'.S' p BEDROO ; B� __ y 12'-7.20'E" �N o ! ••.••.L C - NO. REVISION DATE ....................................................... .......................................................... s BATSED...... .................. ti tl ... .. .................................. .. .............. . ...:..... A8 0 t z-3Dse i A•8 COPYRIGHT . NO 1NO.y 1� CL. BI FOLD I ITS THSIDE HEREBY LAW COPYRIIGGHT.THESES RESERVES KING - LINEN Y 68 ———T——— I PLANS ARE NOT TO BE RE PRODUCED " BED (N _ 13R- 1 N 1 - CHANGED OR COPIED IN ANY FORM OR 1 * MANNERVH TSOEVER WITHOUT FIRST EA.-W-7' i lV _ OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE lV A 7 Y PROPOSED I I IY SSITUAMI TO m DESIGNASSOCIATES. 1 I I i HALL - B - I ATTIC ABOVE . (MOST.) 4-r=I= =?-=I`7=r-I-T-T 2-2668 -2_2668 --- - BUILDER: -'-�' 2'-9�4' 1 I 1 I CLIt p I I I I M47 I LINEN — 1 I I 1 2 68. t II I I kABINET 11 . e---- ---------- :- A37 tl 'm IB,12 WALL bI_ •II h ,$ I 13,1 3,-T, 3' I ' -I 61-10�" 14'- tl I PITCH II MI -� I. m l { - QUIEEN �v 11 I I I �•flB•FA• I i BED �,1• 1 DESIGNER: m i NORTHSIDE O PITCH _ _ - - - -- -- PROPOSED 1 ID — — P OSED_ LIN. BEDROOM NO.2 i ® DESIGN T-�'FIAT CTl. ---- I o TH zo$x,r-0 i ASSOCIATES T Lt r -,(�'-"""""11 / • --- 8 1 -- I• , -----__ I /V DISTINCTIVE RESIDENTIAL&COMMERC AL DESIGN I IPROPOSED 19 I 6 , _ - fi T-II'FLAT CJ.G. _ FRAME WALLS r I — IP�A,LK-IN - 3'- 4'- 11 —— ——— BELOW IXI$TINGI 1 I41 MAIN STREET'YARMOUTHPORT•MA02675 Y ��=�� Pd� 4d==� = I r H IN CL, L-Q CHEEKWALLS I - ' (508)362-2210 (508)3 62-980 2 r Lr r WALL p NORTHSIDEDESIGNCOM �� 11 II ! _ I_ Z B 1 IL�p 14,16 0 1 —hsd.1@comcart— of _TFRAME WALLSII - --I1 J _ rb' PTCNI B I - B EXI$TJt 'II' BSI i! I I _ i tTt ZgE�7�-II• CµG PROPOSED 11 1 Im I p,V21D42 STRUCTURAL ENGINEER: — iWAL'L�S G, — M.BATH TAYLOR m PITON 12'-B'x17'S I JJ'' p, 4'-'d' i 41-+4 3'-0 3'-b• DESIGN LLC I PTOI. I PITCH I 0 In BENOW IfI 1 y (E1 4T.') '. (EXIST.) STAMP: I R9MOVE j oDs7G I` *^ WALL KEY 1 I WINDOW Vs N I I r i c 0 DCIST'G WALL$TO REMAIN 31- • * IXI$T'G WALLS TO BE REMOVED 11 ry N �I�T °� 1 PROPO$m FRAMED WALLS 1 I (EXIST.) j. P 1� II ' I �--_-�-------------___ -- -------_ - - �6------ tv PROJECT: ` L_____ __________ PROPOSED EXISTING GROSS FLOOR AREA SHEA RESIDENCE B FINISHED BASEMENT 460 SF A.7 a'-q' 6'-q' UNFINISHED BASEMENT 1995 SF 19 VINE AVENUE 13' 6't 1ST FLOOR 1853 SF CENTERVILLE,MA. (EXIST.) A 2ND FLOOR 2121 SF A UNFINISHED ATTIC 1286 SF TITLE: TOTAL LIVING AREA 7715SF SECOND FLOOR PLAN NOTE: CONTRACTOR SHALL SITE INSPECT ALL PROPOSED EXISTING V5. PROPOSED CONDITIONS PRIOR TO SCALE:1/8"=1'-0" SECOND FLOOR PLAN AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR o 1 2 4 e CHANGES THAT MAY BE ENCOUNTERED _ - PROJECT#: SHEET FOR CONSTRUCTION 16-02 A.3 DATE: OF 11/22/17 6 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS A OTHERWISE NOTED. A.7 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. _____________ I_______ir___ ----____, 4.CONTRACTOR SHALL VERIFY I I I I I I ALL DIMENSIONS PRIOR TO I i I I I I CONSTRUCTION. CONTRACTOR I II II II I I ROOF BELOW ROOF BEI�Y! I Row BELOW i �F BELOW i ANY UMISSING OR INCORRECT ECTOR DIMENSIONS NOT BROUGHT TO I I I I i I I I I THE ATTENTION OF THE DESIGNER. GENERAL NOTES ——————————————————-——— ————--———— —————— C' ................................................................................qy �...........T.-OI.,AF.F.................................................................................1y�tD•................................y�rgF...... C A8 A.8 NO. REVISION DATE g�g+ EXISTING �+ WINDOWS z UNFINISHED ATTIC WINDOWS COPYRIGHT ITS EQUALLY SPACED EQUALLY SPACED I .0 COO IOE HEREBY EXPRESSLY RESERVES TS CMMON LAW COPYRIGHT.THESES " it it . PLANS ARE NOT TO BE REPRODUCED iv FROM RIDGE _ _—_—_—_—_—_—___—___ _ _ _ _ FROM RIDGE - q CHANGED OR COPIED IN ANY FORM OR . — MANNER WHATSOEVER WITHOUT FIRST S . o OBTAINING THE EXPRESS WRITTEN RELOCATE �+ PERMISSION AND CONSENT OF NORTHSIOE ATTIC I' ON I9R DESIGN ASSOCIATES. �STAIR inIF] IEA.-0-T I II EXISTING BUILDER: I CHIMNEY TO ' —I 4 —1 II BE REMOVED I I 1 1 1 1 1 1 1 1 1 II I' I ' I I ; I I I I I I DESIGNER: ® NORTHSIDE i DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 (508)362-2210 (508)362-9802 I DORMER I ROOF BELOW I I I I � I ROOF I ROOF BELOW I - - NORTHSIDEDESIGN.COM I I I� II I I I I northsitlelBcomcast.net I I I � II I I I • I - " i_____.I I I �I — ' I I I I I — \\ ------- ------- ----- -----J------- --------J STRUCTURAL ENGINEER: I EXIS rING : - _ _ TAYLOR AT RAWL i �'• FORCN DESIGN LLC ROOF BELOW ------ -----L------- ------ 1 `�� 77 STAMP: I ` I t--------'—`\-------------------- PORC" R ` WALL KEY BELOW 0 EXISVG WALLS TO REMAIN 1 ROOF BELOW EXIST'G WALLS TO BE REMOVED E07PROPOSED FRAMED WALLS .. ' PROJECT: _ PaRa1 PROPOSED Row S H EA B Bo«4 A EXISTING GROSS FLOOR AREA A.7 ------ A.7 --_---' RESIDENCE FINISHED BASEMENT 460 SF UNFINISHED BASEMENT .1995 SF 19 VINE AVENUE 1ST FLOOR 1853 SF CENTERVILLE,MA. 2ND FLOOR 2121 SF UNFINISHED ATTIC 1286SF TITLE: TOTAL LIVING AREA 7715 SF ATTIC FLOOR PLAN PROPOSED NOTE: CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO SCALE:1/8"=1'-O" AND DURING CONSTRUCTION AND NOTIFY ATTIC FLOOR PLAN DESIGNER OF ANY D BE ENCOUNTERED AND/OR o 1 2 a a CHANGES THAT MAY BE ENCOUNTERED PROJECTM SHEET FOR CONSTRUCTION 16-02 A.4 DATE: OF 11/22/17 + EXTERIOR1.ALL WALLS SHALL D.C. NOTED.OTHERWISE NOTED. 2 ALL INTERIOR WALLS SHALL UNLESS OTHERWISE CONTRACTOR3. SHALL VERIFY .-4. .. . .. I■eni\ :11...1.11... ■I.e..1.1.■.■Irt. COR SHALL VERIFY ALL : PRIOR /lerl.r.l■■1.■.I.nlASSUMES CONSTRUCTION.CONTRACTOR .tl■1...11.1.■.11■1.■.Ilel .■1.11■.■1.11■.■1.11■■el■lle�•.. 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DESIGN • .•■1■.milel■■ ■■■11.1...11.1...t1e1■..11.1.■■11.1.■.I1.1..■11.1...11■1■■.Iln1■■.11.1■e.11■ram 1.1.r.11■1...11.1.e.11■1.0 ■11■.p 11■■' ■■.1.Ile■■1■I__-_.-.__-_.-_.____-_._-_____-________I.11■■.1■Ile■.1.11■.el/" / Ill■.el■___-______-__Ill■■el\ '\.- -'.ill■1■■■��_.-__..-._-7111 Irr.rl.r�j.r• .■1.n■....... IO.e1.lel.rlrl...rtl' ■.r A■■In1.1 ■.nlnO. \II■- •1■■.1■ nil n.■I II' .r.lr.l...In11 ■1■nl■niNnelnl■-' •..le' ssm.Ion11 I■■.l.■1■. `■.le.- '•el■1 Ire IIIII ■r 1.1■■■■I.Inn■1. ■. ,,,,,., . nl.l■■■n■n■n.la e�i■■■I inl.1..■.Il ■�11. .Ievr1.1■ ■.IMIr. I■11 ... 1.I I.I. ■r .■Ilel■■■ilnl■■■1 4 INlln.■.11n■.■III nn.l■• .■.1i.1.e■I Ilea■■.11.1\ ■.rf■11 nogg 1.11■ .11 .1.11■.■I.Il..nl■1 ��,� ■,.. ,.n■.■l.gl■..1.11 ■■.III I..1.l1■..1. .�I■. ■11■..1.11.■t \,111 n■se Inn ur nnonnnounr. uuuunounn -gen nnur.uuu goal SSION , • r.�1 Im m non• .innonmonnn '.n■enm■nnn■I Inn .■ Boos n lonnlonn. • ti nu ® ■e nnn nnuminnmunle mm�mm�nmi nr mnnminnn llminumlsom nm •gmi lull 1.1 Inn• nnommonn.ol unn...nnomin ur inn.■minl.ol illool l..nl, �n nn Imi .imol.momnom Iminolnu.umil r .iminomuul. MENIM n.m 4 nN nn Tar .numineugnun■lun _ _ mmnnunnn ,-.-a I .■Iran unnnonn.o, m■ ele r nvnnn■nmm�nna...-..-...--._--.--._--.._-- =.aunnnonnl.l nm..nm.nnn�--.__._--.--nnnnonuunl, mm�nnmiuulmnnminmminmminnl.nnnminmminmminnl.uunmi .nnuuunmiuuunuumiunuuunminmm�., -••.umm�ml.l Si 'wnmrnl.! ■nnnmminmminmminmminoull■..I.uunmin._ nt.o.:� - a _ .rinuunuomn.uuuonlnvmnonnonnnmunonu• �•.�n/ ..■■.rn■■n■•l■■••n•■nt•9■■nr••en••■l..•n•t.e■t■ueenea.loo \ -- ••rnminnn.niuinu•n.uinimininmiinomiunuuuominiilmi._ __:u.e.ono.nmonnommonnomimo.nnomno.nno.nnol C_ PROJECT: nmmnunminouuun.molmilunminolminolmilunminolminol +`, PROPOSED 1 on nl.l uunm lnmm�lnl w IX4 WINDOW/DOOR I I n1■■i.mi1n■nl e■11 al lla.le■enrss■laa SHEA ; e.■m■ nmimm�.emil.❑u1■o.u..1.1..eela❑O.a .Lt.oO.Lgu1.g.o...11 ® ® SolIr.l CASING, TYPICALniii Insni n line w ■ ll ,� , l■inigiini .nisimm■■1■nl 11 ns omoo lnn.lonnlRESIDENCE MIMI lommnmm.Ilor 1■1■■n ■■■ -.-.alm ■I■si■■rg■ EXISTINGGROSS • - AREAIle.ss.■ 19 VINE AVENUE tionm lonug.oln■■. a m nnl ■t1.■■I mMPl■OL.1..v■.I.Ie line CENTERVILLE,MA. ■ 6 1 l.l..aa..vi.1....11 lel BASEMENT lnl.n.lg■1■n■ 11 .I'a Lul■n■nnnnouol�u n-nn--umimn_l.l '11_'I E1'I1-I1-I-I-iIIneI rllnl1 11.o_1�lnI.gI 1loI III:IIe IIe IIo IIc IJIe el1 I1e I1e I1e I1e I1eI(e�.I1:I I1=I1e I1==I LIeI II=IIB IIe eII lI=I-1II11I II1i II11uli.lmi.1li1.i■r..oI...iuLni1n.nIL.im.i.1m..nL.iI�.Inn.nr.iInnrn1.i.lI■.1i1nlei.ei.nIr.nnI.imiImi.iile.n.piIn.nl..l1mi.Ilin.i■e.n1renu1.i.1m.i1i1.■..ui1..in1..1n.n.ir-■oilen .le.nrl 1 1■..I.In■rl■1■■.■1■1■------■■..I■1■■------■.■gel■■■ o .. FLOOR 853 SF EXISTING . moll FLOOR/ IF RST FLOOR ninir l UINFINISHE BASEMENT 1995 SF No n.nnnonneor ---='-= -- - �- •��le.mm■nnn.nmoumunuuouun■nnn.nnmonmomnonn _ ELEVATIONS ELEV.24 UNFINISHED ATTIC •SF I.1■■nlni■nnng■ul, 1■nnn■men■rum.Olrrl..rlr.1.nlnlpaul.Olra..ar.1...1..1...1.1 TOTAL AREA7715 SF ..................... - AI- __ _ -_ _ --_ -.-_ _ -_ ___ •■rnmm�nunnnminumnnm.numinnuunnmiumminuunne NNNNNI 1• m 1■Le■llateal■■■1 a.. n.i:.ala.a OI■1...1Inl..a1.1...Ilel..al.1.e■11.1.■.It.l..mila■raln.n.11a.nala.el 1 ■eimil■.I 11.■■i.11...l.11... In..1.I1e..1.11..e1Ix DECKING ON P.T. ■lt...1.11...1.11■..1.Il..ni.11.■.l.Ile..1.Ilr■.1.11■..I.II...I.IIr.e1.11..e1 I.I.r.r11DErK FRAME TO 6x6 ■■1.1■■■■1■1■■Nt1e1 nelnl...n1.1....1.11 1...Ir•■■■■l■l■■■■l.lee..1.Ir..r1.1....1.I.r.elelen.el.l...e1■le...l■Ir..elell NNNNNI 1 I POSTS ..•.. . -.. -.-.-...-- .-.•- . .. . -.-..-- . Il 1 1■■Ivl.■■1■■1.■■1■ .el.n.■n■■1.■■1■I simsom lle■■el.l■■e■I.Ire■I 1■■■■1.1■■er1.1■■.n 1lesions./e...I.mmmli■am 1.1.■.ila.■.Ilna .Lrala...len.. 01.1.I1 III..1O.rr.11...1■L1...lI.l1lr...e.■■l..I.II..v■...lIe■.1.11....l1.lI1n.....r■le.1.lI..v■■r.11■■■1.lI.e..Il.Ille..e.ra.I..l.I.■vr...Iln..1.il.nI..I.Iil■.n.r.ert..l■1l....eeel.le..l.11.n..1ll1 l•r.-r.-n.-.e•l_l...=l.O..._l.r..a.l_...l..e-a.- ..-.a•l-..•l•n- ■-e_1..-■1• 1 NN - , ■n.II mi II..eI■11■.■l.11r■■ ■t1..1 loome ■.1■I.e■elel■■..■eI ■ni■1■.■■■■lee■.lel In.■i■ Ilnimmgil 1..1■.I...I.el..nle .r1..l.r.i■.1...1.1 I..nll lngloommi l momiim l■1■■.11■1■■.n■I.g .1■.■tlnl.e.11.l■ Illrl.l isimilomi II..■I.IIe.■I.tl..n lr.rl■11r■n.11■■■ ■Ile■1 Il■■el.l l■gnom■a ■■lel.■■rlrnr.■1■ 1■1ne■.■lel■■.■Irl lmmagi I_I [nignmi @same - •, , Ini..ssl Inl.a.n■1..1■ean rnnl.■■lnl■utel 1.n■II IIIIIILIIL...,•••...••'///;;;-[[[��LSLSSSIII.JJI IIII L.L. -- Ilvl■t■■1 llvnlaen■1■■■■■ Inr■1■l.n■1■1■■■1 I.1.e. .ss■ll ■ i I.1■■.Ilel.■.1■el.l ■I.e.11.l..■Il.l.r lll.l.l OimLIlomi.. L..Lln.aal■.I Ie.e1.11r..1al..el . , A. PROPOSED l el■e■.11 ■rlrl.■..Iel■...1. I.I.lee..l.le..elel I...1■le.:.l.l.e.■I■I■..I - 1..1...1, I..I.e1.r.le.1...11 ■e1re1...1.e1..n1.1 -----------------_----- � BASEMENT SLAB munn goen■nonmioeDATE: OF loumeun.g■■n � -••• ■ MIM • M 11 • • • 1.ALL EXTERIOR WALLS SHALL .. UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL . . NOTED.UNLESS OTHERWISE 3. CO -ACTOR ALL .. OPENINGS PRIOR TO. . D 4.CONTRACTOR ALL DIMENSIONS PRIOR TO CONTRACTOR FOR �. INCORRECTANY MISSING OR DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE �:��i.-. :�, lei: gol fast loll moll ■■ ■■■ olio lmmigi■I ■■. ■■■ ■■■ Elmo IE■1 ■■. ImIS ■■■ --- oil ltsionmi loll simi Intel '1■1 mol onsimm l ■■l moll mail moll mail .■ ''IL�RSR�Ef—III IIL�T,SE�Ef—u'' le■■■■a■ IIIIIII ,,,,,,.1-1�'�1•—III' 11111'',,,,,,.1"�•—IIII 111'''.,��1'1—IIIIIdol Ill■ eni ''all-•'��'^'�—III' ..el m II.1...1 loll ll■I mini .. Elm■EI■I Ian Is■1 ImIS '1■1 ISoI■lom Ion elEl .-- Iml...---•--•---•--•---•--.mnslm■IL-----•---.•-._-..----_.____.._-.Jill ImIL_._._.__.__.Jsmll Inssl■aEslll■Imoll1■lelm■1■1■l■■1■Nn■ml■lo■■■1■ImsnBl■ImsEEI■Illsslnnm mlmmlSnmmmloln■all toen lanm_-_T11 - Illml■all 1■omll_________ _--- _In■all----- ------------------------------------------------- I mmlmesltEl■mmlmsl■smlm ■■olI I I 4 1 lmmil EBY EXPRESSLY RESERVES O al nOm■1 Ill ■lis� m1nl moll 1ml■le■■■1m1O■Ilml■■EI • - • l Illo■1 . . ■ ■■ Ilell■ MA NERVWTSOEVERMATHOUT FIRST 11 Il ❑ ■loll .n I,■■ I ■ _- -IGHT EXISTING• • 1■ 11n •• _ l I■Eell 1m011 IISIsnslmmilmmlmmole - THSIDE _ll Snl ■Ill■ ■nl moll ininlmsonimenlml■Isoml11 ISBN ••- Ilinlm lil■Im mill __ Im■11■1■millel■enllnanN - - • III looll lllm■1 Ii1mm1 ■111 nm■alm■slSNlt■ml■11■■0 _ - 11 Inn lions nmi ■■■ii ■■■■ 11 Iltm■�Imlt■.■.vu.•an - ♦ �. . ♦ _ _ ANYFORM ORI■ IEEE ------_ onl■e■1 along I■El1 Illsl E ll■sIml1I■EImEIm■ElmMEMBEROml Ilmml______-__ - - ■osl■losl ■Emma :■Emma 1-11 1■1■li oslilmmoml■1■oml ' • •� . OBTAINING- ••• EXPRESS VMITTEN il■1■ leaned melowl 1 lrieNI1SE■InIS1 I 1 II II 11 II 11 II I1 II IIIIIII III 1 II 11 I Illm■1 — llls■1 1 i 11 1 i !A1■lamSol■Elmmt II I11111II III II 111111 II 11 1111II III E■emoo.:�:::.......:�:........:....:.. �:.:..:... :�:�::.........1. l III11Ja:...:.......a 1111 I I I I II 11 II II 11 1 11 IIII 111 I Inmmam■a■nlimnanmBammN■mlamme■■elmmi■lminBa■.mamma■mmamma■mllmml■lmemla■■e11 II I I I I I I I I I I I I I .11■I/unemm■lm■Im■min \ - I I I I I I I I I I I I I III 11 11 1 11 1 1 1 11 1 1 1 1 1 II 1 1 II I II I I I nnnl■�nu�nnm■nm�■uml■lunuumnlmm�■uunnnnm■n 1 11 1 1 1 1_1 1 1 1 1_I n u a uuumulnn _ I.IJ I..I !.I!.I I.,�!,.I!.I I.,I� - - - - - .!!ne_n!__■t__Iteeese!ei■e_n■!eBr!n■eene!eee!!nelsne!ne!Ieleceee!e !I________________■c:'elelltee■■!!_I■! � _ ( -- :-�I--..--_-: � nnnml■ll■■ml��m■.lnnl■nnlm■ml■■m■m1■■m■nnlBnlanlm■■I■■m■n■n■■1 r_.. ___n1■■mnminNB■m i PERMISSION ..--_-.- ...moolwu■mmomoomuoulnounulluonluNnl■Inou - - -=- nn■mum■un . nunnnomn ■ onnaonnaonnNo■ ommm nlonmonnaonn nmonnaonmoe lonnu■■nn■nnuln muonnuonnono n,Nionnao■nnn — IN Esa■NIep1■11■SIISIn■slm nl■Ile■1 In■lnn■Ololl■osIS111 I■11■oEl■In■ml■InSoll elm _ne■m■InSnnos■■ N NNN'JY'♦Nx'/ul.xMlWxry 1■a■mn■al S■I■.■•.■..a...i1•n■.I lB_l1■I■.Sll■Im■■mIINN Ilmlmm■llmlmlSEl■ImBill 1■Si.■.■■■■.■■■■ml■Ill.■I ■BS Namlmm■■1■Im■■llll It t1■tI II■Imtt11 1■l IEEImnnl' 1 EI■IImEE IImI lmlm,nE 11mr■1■NISI■IIEISEmIm at Isnl Ilml■lose II■1 �I I■lsl■Ine loll llonominin limit lsmniminsoml■Inml ■ loss ee■ e,■1 momeimin Iml ■,.e L ee'e osolinaool 1. ■II■■ eoomil■11 Ill■ EMI IMF loloollls m11E.Imsmmislmomilmlml III I■oll 1■1■INom1 II■1 1■1misomeml �I I■nl■Ilea ■III — — llommlmlll I11 linim - Imlmmooll ■o Imimommlels I limimmmol I■■I — —Is ■lama ■��,,■■ ■■�' mooloomll INI ■:■■ .■!■ Inlmo■1■s slam ■lsoemom less ..■moms.. 11■rllptn■■Inl■Olm mmmt at leo■1 IsmlMleml 1■1 1■Bs■Nsm■nl 1 I—I 1...1.1.i m.11 " li....m.al 11.EII...l.1....1.1...1 ■� e1 Ins■ ■■■mime■ INN Emmil■lmom 1 III"„■III I...11.i1 .II. Nsa■■wilco .11L1...ei.1...1I.1.N — III ■ell IEImIIImI IEI Innllm■mal 1 Immamans mill _ _ IMSslmlo miinmalmaimmmmminmm 11 Inn ' oln■■11 em l nm■um f Ilelmm� Im■I ■lllnM lmS aamlO■col■nISnN■I It l■o 1■l■o■II 1■1 mlingswismani n■1■o■1■■ 1 ■1■ml■n 1■B — — mono InlmNmml■mminaS■oio ■ Initial Innlminnl el IOloenmeml b• ... ...l loll '11,ME 1■I lmmll■Inomt■Ip■I 11 1■mm ■eSllmn Ie1 mm■Ilml■ml 1nm:iiiiiiinn■mmm� lllm INnlmo■elo m■11ill losimiloomemilson um■mI ■mnmm�n■unn■I n■nf■■uoolom a OI.■■EI■■1■mmml■n In — — n■1■nn long mill lisominill •isl■■1■E.mnnn■nml■nnn■n Imnl mnum■I nunnm■nnn■■nl loomnnl■nmennl nnmmnmm�nl vnmonnnoe■m Inn mnmlSn 1■ nmm�ne■NnBI _ a �■ �_— \— �� mom— • -. _ - ._o. - - - ♦:ism._ ienne■n. •.-•� e - ® dinnonnn� _ - .ilonmonmor_ i..................... m._ ♦ • ® At 11■11■I 11■L mlolEl no■B mold. ♦ii■moon ■� cool ■.■� non■- ■nnm l■1■I InBeBNnlm\_ niuu■Io■I ■■■ e■11■1 ■■■ nl■lolmo. �inoannoa l nnm nolnnoao._ mim■onnmon l nuI onn■■nnno.. nununnnnnun l■n nnnnanuannna■.. i:nn■eolmm�molnl■m■I _ mm ninmolnl■molnlnmolm. itumulnn■nnum■-__---—nnn�____----lmmmnomnolmu7URAL ENGINEER: u. TAYLOR.r .nnuomm�onuunnn■ion:mluouuonmunnnmluonmonl. �. .n• mnnonnmmmnoon■n�nonnummomnonuuuuenunluln. •Ir. _ �nr �nm1■nnll■non■nnminnnl■nnmunminmm�mm�nnnl■nnminnmL �e1._ DESIGN ainr unlmunlumnmonenEm■enmmulumuno■nnmenwunnulmunomnnomn, vm.� .A■1�1. 1■IIo■m1■Ilo■tlmlltmEl■IIm■■lolls■II■11■Ell■11■mE1■In■■1■en■n■ne■uoln■nminnoln. �Mae- unions._ \ measee. 'lee=mneel■ea■eeneeemesneaeeeemeeameameaeeeeN�ea■e:_aseene!a■e!meeeeleaeee_ �Bee!n= , .♦manor olioInnmm�me■unnonmonmolue■nnnomnonnlonm■nnnonmol. a■n snnnnn nna■nnnnnnanmea■nnnmmannnannmmnmm�nnnmm�nunnma■nm -man am Ini■m■Inln' l■m■IIInBo11m1■molIB1■BSNI■I■s■non■o1Nm1■mSlasNnm■IlolnonlllSsolnl■1S11o1mEmllel■tSllNISI\ 7■■Inloo■1l IIf—'----l■■■■m1■i1■■m1\, inulnnn lim■mnnnl■non uol■nonnn■nnuon lomunnnn■l■, anmZno Elm ImIMI■■■mIMI■■ol IB■ml■1■sol ionNmlmm■olelomSElmll sololosoml■IEESmI■Imm■Elsls Ie1■ISE■EIIIeEmElE1Ee\ per-''lose �I ■.11■I.■.11mIME Immol■sim' dlo■■1■■lo■me■■Io■■lol I■■1■tIm■ml■■Im■■ImmlmtEl■EI Islonemmolmmlo■seo■1■E, 1\ . - - - - LI ll■iemmmimisomml Immommole Inimemmoslolooneminomm lomololmmmmloloomml■aonol _ mnsmmisonslmnsoml■Im, . 1 _ '.. ■■■ Ilmm■■1mlmmomlml IIIBI■mI ■m■Ilelom■11■1■mn11■IS■I Io1nES11■1■m■IIo1■E■11■1■■t 11■o■Ilnlns■11■Ino■Ilmlo, sl. 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DORMER ROOF(LOWER PITCH) NOTE, 3.CONTRACTOR SHALL VERIFY ADD BRIG WALL BE EXISTING ALLOWABLE ATTIC ALL WINDOW ROUGH OPENINGS EXIST.PLATE AT UNFINISHED ATTIC GAMBREL BREAK AT LIVE LOAD IOpTf MAX. PRIOR TO ORDERING WINDOWS. AREA OF EXTENDED 3-1 v x1l TV LVL DORMER / / BELOW 4.CONTRACTORS SHALL VERIFY PROP BRIG WALL ALL DIMENSIONS PRIOR TO ADD PROPOSED 2c8 i i ABOVE AT CONSTRUCTION. CONTRACTOR CLG J015TS 16'O.C. / / GAMBREL BREAK RAFTER VENT _ qTT Cl FLOOR ASPHALT ROOF SHINGLES — — AT NEEDED — — — o c ASSUMES RESPONSIBILITY FOR 5/8'COX SHEATHING / / INSULATION PER CODE_ TOP OF PLATE _ ANY MISSING OR INCORRECT 15#BUILDING PAPER CUT EXISTING MATCH EXISTING FASCIA DIMENSIONS NOT BROUGHT TO ADD 2c8 RAFTERS 16'O.C. CLG JOISTS AS �� THE ATTENTION OF THE NEEDED AT ` ` DESIGNER. PROPOSED PORCH ROOF PROP05ED LVL VAULTED CEILING B�1 INFILL FLR. EX15TING(FORWARD) B / _REMOVE EXISTING w/2c8 FIELD VERIFY IF EXISTING q FRAMED w/2c4 FUR DOWN 2x&RAFTERS. GENERAL NOTES I6'O.C.AT FLOOR JOIST ARE F TO ALIGN w/PROPOSED 7/i VERIFY EXISTING REMOVED P'�ROOF / PROPO CONTINUOUS AT THIS kll)" WAY-THICKNESS CHIMNEY LOC. ` LOCATION WHERE EXISTING PITCH M� ROOF — LVL / WHERE PROPOSED PROPOSED ATH WALL IS BEING REMOVED ./EXISTING FL GLG WALLS ALIGN AND HAL EXISTING 14 EXISTING 5 1¢'x7 9 .— —._._._. 55Q52ND_FLQ2R 3-2,12 P.T. EXISTING 5 ■7 FLOOR JOISTS TOP OF PLATE HEADER ALIGN CLG I FLUSH W/ IM/EXISTING RAFTERS 1 BACK EXISTI 5 3—I IN"Al 7A' / ® LVL HEADER IX FASCIA W/ 3-2x10 HDR FLOOR JOISTS - ALUMINUM GUTTER _ i TYP.U.N.O. PROPOSED HEADERS AT PORCH ARE AT ENTRY �� I DIFFERENT HEIGHTS ADD 2c8 I6' '� I'Yi xll L DDER FIELD VERIFY CLG.1019T5 4 ,� - NO. REVISION DATE FRONT 14DRS ARE FOR ROOF /EXISTING _ NORTHSIDE HEREBY EXPRESSLY RESERVES RAFTERS SIDE AND REAR HDRS 16,Q.C. 5 J4'x7 V * '� ITS COMMON LAW COPYRIGHT.THESES ARE FOR 2d FLR.FRAMING CUT BACK EXIT FLOOR J0I5T5 IXISTI FLR JOISTS AT 3—P.T.2x10 FLUSH EXISTING STAIRS PROPEATOS + BEAM FIRST FLOOR CHANGED NOT PI BE DIN AN FORMO DUCED m_—,_._.. GREAT OM I$T5 �� 24�, CHANGED OR COPIED IN ANY FORM OR 2-2x12 P.T. (PERIMIESEAND—EIFIFE ANNRTSOEVERWST\ TNNE EXPRESSHEADER FLUSH IX�STING — tTOP OF END.NFILL FLR.IY/281 RTHSDE EE'GNA56OCIATES. PROPOSED 2c10 1 i x7 ' 16'O.C.AT REMOVED - j $IMPSON PC&Z OR EQUAL P.T. DECK JOISTS FLOOR JOIS F.P.FOUND LOC. —1 44o xll ho 14VL POST CAP, TYPICAL - 3-1 9;'x9 kv I VL - PI HEADER /BOX DOWN BEAM TO BUILDER: };. DROPPED c I LEDGER PROP05ED 2xfO i ALIGN W5UNIROOn BEAM DIA. P.T. DECK JOISTS I av 13 _ c T5 I6'O.C.OG II I A.O 7 PROPOSED D n. D RD. PEREDOP P 10'THICK x 7'—f, T 10 CONCRETE WALL ON A i w/6'x6'P.T.POSTS CONTINUOUS 20'xf0' N A5U66 BASE CONCRETE FOOTING OR EQUAL, TYPICAL PROPOSED/ A (D _.—.—.r `. ... .... ._; .... _ .. .._ - ...: .. .. .... .......... ....... ...._.... ...... .. .... . .....: - -'- - I - - - - - -" SLAB ELEV.TErIENT 54�.33 j Ilk DESIGNER: A.O �� b BEARING WALL ON 1� PROVIDE Io' DIAM.50N0TI/8E NORTHSIDE c / Q Q FDOWN TOOR COLUM20'N SUPPORT ABOVE CONTINUOUS RIDGE VENT / 24'wxl2'D CONTINUOUS la THICK x 4'-8' DESIGN STRIP FOOTING CONCRETE WALL-ON "v VERIFY AND MAINTAIN - ASSOCIATES { w/3-05 CONTINUOUS BARS. 4'CONIC. SLAB ON CONTINUOUS 20'z10'DR 4'FOOTING COVERAGE 10 MIL VAPOR RETARDER CONCRETE FOOTING BELOW GRADE ASPHALT ROOF SHINGLES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 15s BUILDING PAPER 12 141 MAIN STREET•YARMOUTHPORT•MA 02675 • INSULATION PER CODE,TYP. _ Q b (508)362-2210 (508)362-9802 BUILDING SECTION r(MIN.)CLEAR AIR,TYP NORTHSIDEDESIGN.COM in'GYPSUM norchsmel@comcascnet OV TOP OF PLATE_ .—.—._._._.—._._._._. ilb L�RMER STRUCTURAL ENGINEER: W TAYLOR r u DESIGN LLC 12 a 4� = PROPOSED = EXISTING WALK-IN SECOND FLOOR TOl—OF_PLATE — — _._-_-_.— — EX S7 5&N7 W• 6'o c. 2-1 3/4'x7 1/4'HDR. ® ® ® L LO ED EXISTING PROPOSED PROPOSED A FIRST FLOOR OFFICE KITCHEN .0 _ _._ DENCE 2112 FLOOR JOISTS•12'o.c. 19 VINE AVENUE • P.T.216b s 16'o.c.w CENTERVILLE,MA. In'PLYWOOD, TYP. ® 3—I zll yf LVL TITLE . � ':• � f HEADER SECTIONS UNFINISHED c o fa THICK x 7'-ID' BASEMENT CONCRETE WALL ON = CONTINUOUS 200xI0' DP. SCALE:118"=1'-O" lk�EMS � CONCRETE FOOTING / -' SLAB ELEV.I4.33' (o A.O 3 <? PROJECT#: SHEET / IO'THICK x 4'-8' I "v CONCRETE WALL ON w . NOTE: CONTRACTOR SHALL SITE INSPECT ALL ONCREE F�IING DP. -: 16-02 H EXISTING VS. PROPOSED CONDITIONS PRIOR TO BUILDING SECTION AND DURING CONSTRUCTION AND NOTIFY B DATE: OF DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED FO R CONSTRUCTION 11/22/17 16 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT _ DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES EX TING U FINI ED TTIC EXISTING - 'TT AT_TIC FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ R-II BATT INSULATION - .OUND CONTROL AROUND ALL BATHRMS. 1 NO. REVISION DATE COPYRIGHT PROPOSED PROPOSED PROPOSED NORTHSIDE HEREBY EXPRESSLY RESERVES EXISTING _ De M.BEDROOM BATH ® BEDROOM PLANSA EONOLT TO COPYRIGHT. RE REPRODUCED SECOND FLOOR CHANGED OR COPIED IN ANY FORM OR TOP OF—PLATES_— I, — — —"— — MANNER WHATSOEVER WITHOUT FIRST — —-— — — — — — — EXISTING 6)j'It7 9,j FLOOR JOISTS ALIGNSOFFI PROPOSED w/EXISTING f OBTAININGTHEECONSSWRITTEN PERMISSION AND CONSENT OF NRTHSIDE DESIGN ASSOCIATES. II 3-I IK'xll Yi LVL HEADER —LE3-1 HEADER)yi LVL i1i HEADER y� LVL - - BUILDER: II HEADERS AT PORCH ARE AT I DIFFERENT HEIGHTS O -i III FIELD VERIFYFRONT " _ = RAFTERSD51DE AND REAR HORS _ 2x1 ARE FOR ROOF 0 P.T. LEDGER EXISTING pf PROPOSED Of w/2)46'DIA. I ARE FOR 2rd FLR. FRAMING. FIRST FLOOR ... LAG BOLT.Ib'o. III — — — — — m GREAT ROOM OFFICE _ — — 3-1 3/4'x 9 1/4' LVL - NDROPPED BEAM P.T.2x1On O IW o.c. EXIST.2x.b O 24 o.c. P.T.2x10'.O 16 o.c. DESIGNER: STAINLESS STEEL / NORTHSIDE HANGERS R-11 BArr INSULATION 3-1'Y�xII Y�LhL SIMPSON PC&Z OR EQUAL 2x10 P.T.LEDGER HEADER POST CAP, TYPICAL DESIGN w/2)IM'DIA. I ' BOX DOWN BEAM To � ASSOCIATES 0 LAG BOLTS 16'O.C. ALIGN DOWN BEAM BEAM DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN Q T O I PROPOSED RD.TAPERED COLS. 101 MAIN STREET•YARMOUT(508)•-9 0267S IaJ I (508)362-2210 (5081362-9802 I I 12' DIA.BTM. 10' DIA.TOP PROPOSED = A. P.T.POSTS NORTHSIDEDESIGN.COM PROP05ED BATH SITTING AREA BEDROOM NO.5 iI SIMPSON ABL"BASE Noun:me#N A:cNe BA.EMEM.LAB I OR EQUAL, TYPICAL Sl1�B F1EV. 14.33' I STRUCTURAL ENGINEER: PROVIDE 10' DIAM.SONOTUBE 4'CONC. SLAB ON PROVIDE 10' DIAM. SONOTUBE TAYLOR DOWN TO 20'xIo'OF.FOOTING o 10 MIL VAPOR RETARDER o DOWN TO 20'x10' DP.FOOTING FOR COLUMN SUPPORT ABOVE c c Q - 10'THICK x 4'-8' -�' Q Q FOR COLUMN SUPPORT ABOVE VERIFY AND MAINTAIN v a CONCRETE WALL ON "v 'Q VERIFY AND MAINTAIN ESIGN LLC 4' FOOTING COVERAGE - CONTINUOUS 20'x10' DP 4'FOOTING COVERAGE BELOW GRADE CONCRETE FOOTING BELOW GRADE C BUILDING SECTION Li l� T SED EA SIDENCE 19 VINE AVENUE CENTERVILLE,MA. TITLE: SECTIONS SCALE:1/8"=V-0" 0 1 2 4 8 NOTE: CONTRACTOR SHALL SITE INSPECT ALL PROJECT#: SHEET EXISTING V5. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY 16-02 /� .8 DESIGNER OF ANY DE5CREPANCIES AND/OR /"� CHANGES THAT MAY BE ENCOUNTERED DATE: OF FOR CONSTRUCTION 11/22/17 16 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL SHINGLE RIDGE CAP ASPHALT ROOF SHINGLES BE 2X4 @ 16"O.C.UNLESS MATCH EXISTINGOTHERWISE NOTED. ROLL VENT 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS RIDGE BOARD(STRUCTURAL PRIOR TO ORDERING WINDOWS. BIDING BEE ELEAAT 15s FELT PAPER - SIZES MAY VARY) �'CDX SHEATHING 5/5'CDX PLYWOOD I'CLEAR AIR(MIN.) 4.CONTRACTOR SHALL VERIFY 'TYVEC'NOUSEWR RAFTER VENT WHERE INSUL. CALL ONSTRUCTIONS PRIOR TO CONTRACTOR (MIN. I'CLEAR AIR) 2.WIND BWCIGS BETWEEN RAFTERS, TTP. ASSUMES RESPONSIBILITY FOR CDX PLYWOOD 2T10 RAFTERS O O E ICE AND WATER BARRIER MEMBRANE ————— ANY MISSING OR INCORRECT INSULATION PER CODE CARRY UP 3'-0'FROM EAVE DIMENSIONS NOT BROUGHT TO 214•16'O.C. THE ATTENTION OF THE AL. DRIP EDGE DESIGNER. INSULATION PER OVER ICE 4 WATER BARRIER 6 MIL, POLY VAP ALUMIN GUTTER INSULATION PER CODE GENERAL NOTES — --'SKIM PLASTER x STRAPPING@ 16 O.C. CORA-VENT STRIP VENT BED MOLDING . - IX FRIEZE 51DING 2 TYPICAL RIDGE VENT DETAIL TYP.WALL SCALE 1-1/2' 1'-0' - NO. REVISION DATE 1 TYPICAL I oALL DETAIL COPYRIGHT ORTHSIDE HEREBY EXPRESSLY RESERVES COPYRIGHT ITS COMMON IAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORIDE scALEICA e II-OA DETAIL THSDESIGN ASSOCIATES, BUILDER: _ DESIGNER: NORTHSIDE ® DESIGN 2TB NAILER w/96'BOLTS• 2'O.G.STAGGERED ASSOCIATES '[�4LIMAMSTIIEET'YA ISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ' e _ RMOUTHPORT'MA02625 ' (509)362-2210 (508)362-9802 - NORTHSIDEDESIGN.COM ' ® nlnhsIdel@—cast net BIT.JOINT FILLER, FACE MOUNT HANGER TOP OFF wITN FLEXIBLE STRUCTURAL ENGINEER JOINT SEALANT ® - DO NOT BACKFILL WALL - °.? /'F— BRACKETw6x6 MA6,12.9 TOP TAYLOR BEAM SIZES VARY ® - - 1/3 OF SLAB ATTAINED 77 DL C4NCRAY s R04TW - 4 BLAB IGN LANDLC BEAM SIZES VARY -.� - BEAM SIZES VARY �A E��OYr' PAD BEAM sERCURED. \\/\\/ I. ° " W V.RE'lARS, CANT. / e TOP!BOTTOM TAW THRU-BOLTED D BM. ERTOAMPRDOFING OF LL, FOOTING, TYPICAL /\5 0'e \6�\\/� \�/\\//\\ \ BOLT 2X PADDING,THROUGH 2.4 KEYWAY STEEL BEAM W/ V2' DIAM A325 ° \ \ \/ A BOLTS 0 2'-0' O.C. HORIZ. STEEL 'L' BRACKET EACH SIDE 30 Wa REBARS,�T• _ -� �,�< o \\/\\/\\\ STAGGERED TOP<BOTTOM CONNECTIONS PER AISC / A �\\\j/\\j/\\\ 19 VINE D E N C E FLOOR JOIST / a \\//\\//\ CENTERVILLE,MA. c STL. BI"I. TO BM. CONNECTION J SCALE 1-1/2' m 1'-0° / // / // / /\j\\\\//\ TITLE: �r JOIST TO STL. BI"l. CONNECTION BUILDING `t NOTE' FOOTING ORAL`BEAR ON O DETAILS SCALE I-I/21 I'-O' GRANULAR FILL OR NATURAL UNDISTURBTURBED m GRANULAR SOILS FREE OF CLAY, PEAT LOAM, VEGETATIVE OR ORGANIC MATERIAL. 4oTIFY SCALE:1/8"=1'-0" ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. 0 1 2 4 11 I TYPICAL SLAB t FOOTING PROJECT#: SHEET SCALE 1-1/2' - I'-0° NOTE: CONTRACTOR SHALL SITE INSPECT ALL 16-02 A 9 EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DATE: OF DESIGNER OF ANY Y BE ENCOUNTERED E AND/OR FOR CONSTRUCTION CHANGES THAT MAY BE ENCOUNTERED 11/22/17 � �+ I I I I I 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS DO NOT BACKFILL WALL POST CONTINUES OTHERWISE NOTED. STRUCTURAL PIPE COLUMN OR, UNTIL CONCRETE NA4 FOR COLUMN ATTAINED T DAY STRENGTH 1 COMPOSITE DECKING' 2.ALL INTERIOR WALLS SHALL 3 U2'CONC.FILLED STL.COL. AND BOTH TOP 4 BOTTOM BE 2X4 16"O.C.UNLESS OF KALL ARE BITUMINOUS JOINT FILLER, 5ERCV PROPERTY BEARING WALL OTHERWISE NOTED. 4'CONCRETE SLAB JOINT°5E A 1T,,''SIKKAAFLD((A' 6 MIL.POLY VAPOR RETARDER WbX6 M.M&G.9, TOP IB �� 2A0 P.T.DECK ALL WINDOW ROUGH OPENINGS 3.CONTRACTOR SHALL VERIFY CONCRETE FOOTING q�CODE SLAB JOISTS 16.O.C. 1 PRIOR TO ORDERING WINDOWS. BASE PLATE SEE FRN'IING PLAN .. 4.CONTRACTOR SHALL VERIFY PIP° — ALL DIMENSIONS PRIOR TO TOP I/3OF SLAB —- ----—.—,—EI---------- 2-"P.T. .. ° NEADER CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY.FOR ° 'l.a J I ANY MISSING OR INCORRECT ° I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE d.. d };... I i DESIGNER. a 3 @ #5 r2EBA S \ \ \ \ GENERAL NOTES ° EACH WAYS �TYPIGAL) A41— d d _ — I \ \ \ 4+ °1r 2I-W 6'z6'P.T.POST 5@#5 REBARS, CONT. - SIMPSON AB1M6 . D TYPICAL STRIP FOOTING ° w NO. REVISION DATE 3' 3' SCALE 1-1/2' m 1'-0' d ° MIN. HT 31-0' MI �' NORTH51 E HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES jZ3[ PUNS ARE NOT TO BE REPRODUCED PROVIDE IO'DIAM•SONOTUBE CHANGED OR COPIED IN ANY FORM OR W/BIGFOOT FOOTING(ISM) to MANNER WHATSOEVER OTHOUT FIRST NOTE. FOOTING SHALL BEAR ON COMPACTED FOR COLUMN SUPPORT ABOVE - OBTAININ N G THE EXPRESS WRITTE GRANULAR FILL OR NATURAL UND15TURBED ° .4 d Y PER MISSION AND CONSENTOF NORTHSIDE GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, - = DESIGNASSOCIATES. VEGETATIVE OR ORGANIC MATERIAL. NOTIFY F ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS BUILDER: ARE ENCOUNTERED. ° - - TYPICAL WALL 7 COLUMN FOOTING DETAIL ALUMINUMFLASNING . SCALE I-I/2' i'-0° 2,10 P.T.LEDGER OR C M NUFs FLOOR JOIST PER PLAN LAG BOLTS OLT 16,O.C. Ix DECKING DESIGNER: NORTHSIDE DESIGN 2.10 P.T.DECK TYPICAL DECK POST DETAIL ASSOCIATES METAL -015T5 16'O.C. 1 FRAM1NG NANGER SEE FRAMING PLAN I SCALE 1-1/2' m 1'-0' , DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I 3—P.T.2,A0 141 MAIN STREET'YA.RMOUTHPORT•MA 02675 _ FLU914 BEAM ISM)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM I I n°rthsi°el@m castnet I I ' I I STRUCTURAL ENGINEER. TAYLOR N LLC A T YL b'zb'P.T.POST I r L 51MP50N Aeu66 Go w ED EA PROVIDE O zoo'W STRIP FOOTING SONOTUBE m ESIDENCE FOR COLUMN SUPPORT ABOVE _� 19 VINE AVENUE CENTERVILLE,MA. d' .4 ° ° °. b TITLE, ` - 3.715 RB3AR5, CANT. BUILDING DETAILS SCALE:1/8"=V-0" 5' 10' 5' 0 1 2 4 8 NOTE: CONTRACTOR SHALL SITE INSPECT ALL OTYPICAL DEC POST/LED ER DETAIL EXISTING VS. PROPOSED CONDITIONS PRIOR TO PRolEcru: SHEET SCALE CA I'-o' AND DURING CONSTRUCTION AND NOTIFY 16-02 Q DESIGNER OF ANY DESCREPANCIES AND/OR /�• 1 CHANGES THAT MAY BE ENCOUNTERED FOR CONSTRUCTION DATE: DF ,,,22„7 16 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4(d1 16"D.C.UNLESS OTHERWISE NOTED. oI I DEL TOP PLATE 3.CONTRACTOR SHALL VERIFY I ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. I I •• t°I 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I CONSTRUCTION. CONTRACTOR RAFTER @ 16' O.G. i F`r 2x STUDS @ 16' O.C. ASSUMES RESPONSIBILITY FOR 2,6 DBL TOP PLATE of ANY MISSING OR INCORRECT o 2x STUDS @ 16' O.C. DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE SIMPSON SP6(20 GA.) of DESIGNER. o I DBL BTM PLATE np° H2.5 0 EA. RAFTER j GENERAL NOTES o TOP PLATE HEADER � RIM JOIST FULL MGT.STUD TUD MDR UPLIFT STRAP •" • �. II LOOR JOISTS S • WINDOW SILL - PT SILL PLATE PLATE AFTER TO PLATE CONNECTION NO. 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FRAMING V�I u l EXISTING ROOF 1 YL III FRAMING TO II II III REMAIN _ r �yII I� I I - - - - - _ - - -�� t ------ - T-1 I I ------�-- --- - -- -- ALIGN BTM OF REPLACE EXISTING _ t__ ___ _____ ___ I BOXED]BEAMS, EXISTING 21x4'RAFTERS HEADER L e i'=�'=IT_T_ ___ _ __� AT DIFFERENT Iw3-ZxlO P.T. �(. _ ee= L_...........-I.y.L-I.1. - - - - - - - - --- BEAM SIZES HEADER DROPPED SED I ____ 6N6'P.T.POST I I I 1 1 C1 ----------- PROPOSED 2'x6' TYP.ALL - RAFTER FROM (STING _ Al. EA j j I I II ----------- RAFTERS IW O.C. .EXISTING DECK SIDENCE jeT1_L_L_L J_;� y__I I I 1 I1 1 I �L� �-____ _ REPLACED E _ I POSTS TO B L=L_r_s�- =t om= =-- _]=t ---- - 3-202 P.T. 19 VINE AVENUE EXISTING 2'x4'RAFTERS FLUSH w/ CENTERVILLE,MA. AREA OF RAFTERS EXTENDED DORMER TITLE: ROOF FRAMING PLAN - SCALE:1/8"=1'-0" 0 1 2 4 8 NOTE: CONTRACTOR SHALL SITE INSPECT ALL PROJECT#: SHEET EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY 16-02 �+.4 DESIGNER OF ANY DESCREPANCIE5 AND/OR S7 CHANGES THAT MAY BE ENCOUNTERED DATE: OF FOR CONSTRUCTION 11/22/17 16 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR - - - - -- - ------------- ---- --------- ------------------------------- ASSUMES RESPONSIBILITY ANY MISSING OR INCORRECTOR 1 I Ilia �I I I I, I i 1 II DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i ill IRI i� I ' i I I iL------ I / I Itl I I I II I I I I GENERAL NOTES I 131-3e I I IIII 1 / I I I I I I TW110410- TN210410 ka Fx� II'----1�------r— ----- —_—_- ---- ---- Ic-_"-- __--4I I I----------------------�I II ____� TW210310___________TVJ110410,IITVV21041G TVV210410 it - II it I III II 11 1 III iij I ° NO. REVISION DATE II 1 III i Ih , �I I III IIII II COPYRIGHT I IIIRib - 8ftTINGAREANORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAWCOPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCECHANGED OR COPIED IN ANY FORM OR 1 I / I IIPROPOSED I PROPOSED - I 1 II MANNER WHATSOEVER VATHOUT FIRST I0`1 ) I BEDROOM NO.5IOBTAINING THE E%PRESS WRITTEN —__— —____—� PERMISSIONANDCONSENTOFNORTHSIDE IDESIGNASSOCIATESIIL OPOSED —� I / I I II I BUILDER: BATH 1 __ ___ I � I I I L I .III __j �J_r 1 __________ --77—II — i I I II I p zsse I ------------��—Ir--------� I I I II I I I I I1 I �1 I 266e II I ll ------ ----- __�e6o-- -- II ' i ----------------- 1--- �—rl�--�--- —F--�(---fir---�I I aose nose I _ LJ I PROPOSED 1\i\ip I I CLOSET II II , HALL li♦i♦,I I 11 - DESIGNER: 1 I I\.\�II I NORTHSIDE zees I, DESIGN PROPOSED 1 II HALL u - ASSOCIATES . ------ -----J n % `♦\ F1 I II DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN r LI I' \ P)ROPOSED �o 141 MAIN STREET•YARMOUTHPORT•MA 02675 I ♦�_� 1 I UNFINI o (SOB)362-2230 (SOB)362-9802 1 —_ —_ — _ _ _Ji - II NORTHSIDEDESIGN.COM 1 w 15R.07A. _ �� noOhsIdI,1@ om I I i_ I I — — I EA.R—b' I II I cascnet n 1 I 11 I 1 1 11 I ? ------ ;_ii STRUCTURAL ENGINEER: I 77-1 E)IISTING III 1 I 1 I11 1 UNFINISHED/ III � TAYLOR I UNCONDITIONED III I 11 i I 11, DESIGN LLC BA MENT ii I_________________J�_____kL___� ♦ IIIII ___----_ pSTAMP: ------ ♦♦ iII � n I 1 ♦♦♦ I II I. L,__________�_ _ _ _ _ _ _ _ _ _ ♦III _ ________________ _________ ____________ I ----------- ----------- � . i I PROJECT: PROPOSED SHEA ----------------------- -----------L----- RESIDENCE _ ____________ -------------------J 19 VINE AVENUE EXISTING GROSS FLOOR AREA CENTERVILLE,MA. FINISHED BASEMENT 460 SF UNFINISHED BASEMENT 1995 SF TITLE: 1ST FLOOR 1853 SF 2NDFLOOR 2121 SF BASEMENT PLAN UNFINISHED ATTIC 1286 SF TOTAL LIVING AREA 7715 SF SCALE:1/8"=V-0" NOTE: wsiim=m119) PROPOSED GROSS FLOOR AREA NOTE: MEASUREMENTS OF BASEMENT AREA CO 1 2 4 8 FINISHED BASEMENT 811 SF ALL WINDOWS ARE TO BE TO FOLLOW EXISTING PERIMETER OF ANDERS SERIESEN 400SERIESFIRST FLOOR PROJECT#: W/APPLIED GRILLES (TO BE FIELD VERIFIED) SHEET UNFINISHED BASEMENT 770 SF 1ST FLOOR 1963 SF INSIDE AND OUTSIDE 2ND FLOOR 1997 SF 16-02 . _ UNFINISHED ATTIC 1286 SF TOTAL LIVING AREA 6827 SF ' DATE: OF } 11/28/16 1 5 1.ALL EXTERIOR WALLS SHALL ^ BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. FIELD VERIFY EXISTING EXP05ED FLOOR JOISTS RUN CONTINUOUS OR ARE CUT AT A 2.ALL INTERIOR WALLS SHALL EXISTING WALL BEING REMOVED A.7 - BE 2X4@16"O.C.UNLESS * I4'-I ° = qg_q• 4'_0° OTHERWISE NOTED. CTR. IN WALL '_p• B'-4° B'-1 ^ �2 3.CONTRACTOR SHALL VERIFY B'-4° B'-4° B'-4° 3'-7° PROPOSED 10° SQUARE COL. ALL WINDOW ROUGH OPENINGS PROP05ED DECK w/6°x6° P.T. POSTS CENTERED PRIOR TO ORDERING WINDOWS. WILL BE RE-BUILT IN SAME FOOTPRINT 14EADERS TO BE LOCATION OF POSTS t TW2852 TW2652 TW2852 TN2852 AS EXISTING w EXIIST NG ROOF VFRAM FRAMING ERIFIED 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ._._. _... ,.. CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR NCORRECT '°•?� o DIMENSIONS NOT BROUGHTTO i11 N Y THE ATTENTION OF THE �D0590 PROPOSED RED PORCH .�, DESIGNER. f im em = ===_= _______ T SUN ROOM �S COVEREDORCH COVE �� o . III Q - IN GENERAL NOTES �� L _� I ♦1 2 22'-'r2° ! 13'-3° * 7'-q° 12'-lye CTR. IN WALL a DN. ry � $�>=aEva�� If -_�� S�L=gza FWGI20611-0 I TNR7042 7W21042 -- I -�- � F � � I III II VERIFY ING EXISTING BEAMS FWG33611 FWG33611—1`+ I III Lam/ w Ilr__ = I I -W AI IIC_ (J SUPPORTING EXISTING SECON 1 IO III III-- 1 .7 FWG6D611 FWG60611 FLOOR FRAMING I1 PROPOSED COLUMNS WILL BE IN ENG NOTES 2/21/17 .N .LINE w/EXISTING BEAMS I I =44 I NO. REVISION DATE IIII II I I - COPYRIGHT III PROPOSED I I PROPOSED NORTHSIDE HEREBYEXPRESSLY RESERVES L-- ul DINING ROOM GREAT ROOM GAS FIREPLACE ITS COMMON IAW COPYRIGHT.THESES 'Ir--- ` JF--- _ I _= III I I R JJ PLANS ARE NOT TO BE REPROWCED �'I�TT��tn+r--T.-+If__-_______ III CE.I.OR COPIED N ANY FORM O I� II �T I 11111 I I I I II Ij�ll III I I I.I MANNER WHATSOEVER WITHODf FIRST II 2 III I I c-'ll OBTAINING THE E%PRESSWRITTEN IL �i sl_L_LI+J1 1 I II __________________________t I OO PROPOSED PERMISSION AND CON6EM OF NORTHSIDE BEDROOM NO.5 DESIGNASSOCIATES. III � �-T ll II III II III CL. I II II III Ip B //� BUILDER: 1L. III ""' III /III H \ III IU A.7 v I,0 50 co i0 4066 I . H m u II rr III N L! I Cl2° P IWI II -�O�jll BOXED BEAM PR P O 6 . ` III v LINEN WLiI r1 0 of__�J� ii1 ----- ----_ --_---Irc _--- MALL n Ir_________ c_�lf -- Y III - - - _ _ _ _ _ — ——— PRO DECK —————————— - WILL GEED DBUILT III `_� al 11 5'-2° -7yq q'-714 A'-O°" .4� '-7y4 3'-I ° 2'-7° PRINT ----4P D _ 3 ____ SPLAY AT v AS EX15TNOGT ,� DESIGNER: �-- III I�--_--'ll g 4'xB' � I STAIRS I�-- III IC--_-71 - -- ------------- ISLAND �I� - 36 w. PROPS ------- NORTHSIDE ==�TFr.F _____ _ D _ - -------- O I PROPOSED I o ———— Da FABOVE�PENT x �9ED Y' BATH II _ E�=IJJ = _____ _ _______ III I np.�G'� 6 N0.4 VERIFY EXISTING BEAMS DESIGN - L_____Fu�� I LI LIJ I I SUPPORTING EXISTING SE CON -- �p $$ FLOOR FRAMING ASSOCIATES -� KITCHEN I CABINETRr ABOVE 32 PROPOSED COLUMNS WILL BE IN SHELVING 1 � LINE w/EXISTING BEAMS DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PROP r 141 MAIN STREET•YARMOLRHPORT•.MA 02675 I I o ANTRYETE 1508I362-2210 07)362-9802 FIRST FLOOR DEMO PLAN I �� PROPOSED NORTHSIDEDE510N.COM zsse _�;EA. DEN/STUDY mnnsmel�wm�:1.°e SCALE:y._1'-0 TOW + m iv STRUCTURAL ENGINEER: -tl«G-f _________________ ___ TAYLOR 2668 L1NE EXISTING PROP. BEAM TO BE �. CLOSET PROPOSED CUT BACK TO DESIGN LLC 5I ENTRY TH15 WALL °T z P P w. PROP. CL SET DHP4242 m STAMP: \ WALL KEY HALL PRDPOscn PROPOSED q_7 COVERED PORCH 0 EX15T'G WALLS TO REMAIN OFFICE 2 s-2° EXIST'G WALLS TO BE REMOVED fq xIT W2 ® PROPOSED FRAMED WALLS gS - LAVRIP. 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POSTS CENTERED UNFINISHED BASEMENT 770 SF ALL WINDOWS ARE TO BE LOCATION OF POSTS a 1ST FLOOR 1963 SF ANDERSEN 400 SERIES HEADERS TO BE VERIFIED 0 1 2 4 8 /EXISTING ROOF FRAMING 2ND NI OR 1286 SF INSIDE ANDOUT5IDE LIED GRILLES PROJECT#: SHEET UNFINISHED ATTIC 1286 SF TOTAL LIVING AREA 6827 SF 16-02 X 2 DATE: OF 11/28/16 1.ALL EXTERIOR WALLS SHALL A BE 2X6 @ 16"O.C.UNLESS A.7 OTHERWISE NOTED. _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS 7'-4V4 6'-11' W-7° 6'-5° 6'-9° 4'-3° OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY K.W. ALL WINDOW ROUGH OPENINGS - TW Wf1 21042 T1042 2 PRIOR TO ORDERING WINDOWS. '------------' ----- I TVV2842 I I TW2842 rv✓2e42 fW2842 ® TWm TW2104z I; K.W. 4.CONTRACTOR ALL DIMENSIONS PRIOR VERIFY I i 9 VANITY CONSTRUCTION.CONTRACTOR j ;I1 EXTEND I 12,16 ASSUMES RESPONSIBILITY FOR m 1 T 11 EXISTING^ I 1 DORMER PITCH ANY MISSING OR INCORRECT PROPOSED "T ___ DIMENSIONS NOT BROUGHT TO J 44•xn• BATH I b- *T' THE ATTENTION OF THE PROPOSED 10"SQUARE COL. �q T-D• ® 9HOwE NO.2 tr T-I14'-FLAT CW. DESIGNER. wA".6' P.T. POSTS CENTERED FLAT 7 ON 14°x 14"CO ,L BASES CLG. PROPOSED 3 B m SHINGLED AND FLARED ON EXT. MASTER 7' • �� =*4 BEDROOM VANITY GENERAL NOTES II II 0 II 11 It R II �'•'T `` - II II II �I 11 ItL_111 I1 II I 1r- � PROP. ° I II Qo 11 11 itW.LD, uN. I �;15,' rII3-6°I PROPOSED 'r° o m COVERED PORCH IZ- 4, e. oI J n tir--lf- A.7 e II II III N 3- 3'-7° I'-B PROPOSED I 2468 m - �� M.BATH a W.C. PROPOSED ENG NOTES 2121/17 n BEDROOM II 0 II Rf N NO. REVISION DATE II 7 �d �2. SFI 26G8 � 11 u COPYRIGHT Egli ® NORTHSIDEHEREBYEXPRESSLYRESERVES I 2I ITS COMMON LAW COPYRIGHT.THESES CHASE FOR 14' iv �rrmTrFnti 1'l_4 Sr—=Tr---- ---------- I —— q ° PLANS ARE NOT TO BE REPRODUCED I I I I I I I LZ-0 q I I CNIMNET�L°'U 4'- ^' I'-11° 4�-77'4 `Q STAIR TO m CHANGED ORCOPIEDINANYFORMOR III 1 1 1 1 1 -�Irrll II INE I ADJUST A5 UNFINISHED - MANNER IIATSOEVERWITHOUT FIRST bLLLJJ 11 Lu d Lie-, �I I' �j III j SN LV ES NEED„FD TO UP 15R Q I I I I ATTIC OBTAINING THE EXPRESS WRITTEN 7rrn17� 01 B L2. AVOID EXIST. 17.9° ABOVE PERMISSIONAIDCONSENTOFNORT5IOE IIIIIIIIIIII I III I l i A.7 v CTR. w/EXIST. PROPOSED FL�JO15T5 EA. -7° DESIGN ASSOGATES, LI�IILLUII� G�==� - j. DORMER WALK-IN CLOSET BUILDER: JT -------h rl--- � I EXISTING EXT. I P OPo ED� DORMER WALL AL i0 L1� __ __ IJ'TI II II II II TO REMAIN � 11 II I I �= II II II Ir JLyI I PROP. f III IFS 1 111 111 -- ¢--I' Ij jl I� 5'-9'AN251 _ LNDRY O z ' �j r.A PITCN 15;12WALL SSE COUNTEIS AISHELF ABO✓EIII � 6,12 • PITCH CL__ PROPoseO DESIGNER:—— T=uFLA BEDROOM NO.3� � 4068 DYER• TUB VANItt aNORTHSIDE �L, b' G 12'-11�° _ DESIGN LE PROPOSE vANltt 4 BELOW e'FLAT ASSOCIATES IN FROM EXIST �v CLG__ -11 FLATCL6.ER TO PROVIDE � 6'-O°WALL 6'-0•WALL FOR TUB pR0 SED DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN SECONDFLOOR DEMO PLAN PROPOSED 2:16141 MAIN STREET•YARMOUTHPORT-MA 02675 BATH NO.3 BEDROO12:16 o PITCH 508)362-2210 508)362-9802 SCALE:Y"=1'-O" NO.4 PITCH m NORTHSIDEDESIGN.COM II•FLAT CLG. TW21042 16°H.K.W. mTW21D42 ib°H KW a nh,Idel@camcazl.———— 6'-B°CLG.FIT. 6:12PITCH FRAME WALLSPITCN 4_9° BELOW EXISTINGSTRUCTURAL ENGINEER: DORMER CHEEK TAYLOR ME WALLS • BENCHREMOVE WALLS BELOW EXISTING L Tvn432 EX15T'G CTR. w/EXIST. DORMER DESIGN LLC DORMER CHEEK WINDOW WALLS STAMP: 1 WALL KEY TR. w/EXIST. DORME I 0 EXIST'G WALLS TO REMAIN j 8 EX15T'G WALLS TO BE REMOVED 12'-10° - I - ® PROP05ED FRAMED WALLS 1 7Wd8410 1`+ CTR.-RIDGE PROJECT: ® ® PROPOSED EXISTING GROSS FLOOR AREA SHEA FINISHED BASEMENT 460 SF RESIDENCE UNFINISHED BASEMENT 1995 SF 19 VINE AVENUE 1ST FLOOR 1853 SF CENTERVILLE,MA. 2ND FLOOR 2121 SF UNFINISHED ATTIC 1286 SF A TITLE TOTAL LIVING AREA 7715 SF A7 SECOND FLOOR PLAN PROPOSED GROSS FLOOR AREA FINISHED BASEMENT 811 SF SCALE:1/8"=l'-O" UNFINISHED BASEMENT 770 SF 1ST FLOOR 1963 SF o 1 2 a 8 2ND FLOOR 1997 SF UNFINISHED ATTIC 1286 SF PROJECT#: SHEET TOTAL LIVING AREA 6827 SF 16-02 A. DATE: OF 11/28/16 1 ( 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS • OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C:UNLESS OTHERWISE NOTED. EXTEND EXISTING 3.CONTRACTOR SHALL VERIFY DORMER ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ------------------------------------ 4.CONTRACTOR SHALL VERIFY ------- ------- ------ --------- - r r— I I Ir------ I ALL DIMENSIONS PRIOR TO 1 I II 11 ,I CONSTRUCTION.CONTRACT OR I I DORMER DORMER ASSUMES RESPONSIBILITY FOR ROOF BELOW I ROOF BELOWROOF BELOW ROOF BELOW ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO I II II II THE ATTENTION OF THE DESIGNER. GENERAL NOTES —_----_—___.------------------------------y_ ENG NOTES 2121/17 7'-0'AFF 10'-0' 4'-v4 NO, REVISION DATE EXISTING UNFINISHED ATTIC COPYRIGHT WINDOWS ;0 WINDOWS TSRCOMMONUWBCOPYRIGHT.TIESES EXPRESSLY RESERVES EQUALLY SPACED EQUALLY SPACED FROM RIDGE n FROM RIDGE PLANS ARE NOT TOM REPRODUCED CHANGED OR CORED IN ANY FORM OR MANNER WHATSOEVER WATHOUT FIRST �N OBTAINING THE EXPRESS WRITTEN .p RELOCATE - PERMISSIONANDCONSENTOFNORTHSIDE g ATTIC I DN 19R' DESIGN ASSOdATES. N :d STAIR m Y7.q' N I 1 1 I EXISTING - BUILDER: I I 1 II CHIMNEY TO T-O'AFF I I I I IIBE REMOVED II ______________________ 1 1 I I I I —� i I 1 14. I I , I I 1 I - DESIGNER: EXTEND NORTHSIDE DORMER DESIGN I ASSOCIATES , DISTINCTNE RESIDENTIAL&COMMERCIAL DESIGN I I I I I I 141 MAIN STREET'YARMOUTHPORT-MA 02675 I I I 11 1 I I I (508)362-2230 (508)362-9802 I 11 DORMER I ROOF BELOW I DORMER NORTHSIDEDESIGN.COM I ROOF BELOW II ROOF BELOW 1 I ROOF BELOW I / � I I _ I� II I I I I nortnsiael@mmcasc.nec I I I II I I I I �I I I STRUCTURAL ENGINEER: I I I 1 I EXS LNG TAYLOR ATTIC RAWL ;' PORCH DESIGN LLC I I I '`. ROOF ______I BELOW ______ L____________ _ I� `� � STAMP: I =-_\____---t._____________________-� WALL KEY i i IPORCHROOF \` 0 EXI5T'G WALLS TO REMAIN I \\� BELOW ROOF BELOW I - EXIST'G WALLS TO BE REMOVED I ® PROPOSED FRAMED WALLS - I L____________________________1____________ _____________J I PROJECT: PORCH NOTE: PROPOSED BELOW j ` ` i ALLOWABLE ATTIC . SHEA EXISTING GROSS FLOOR AREA _________________ `„ LIVE LOAD 20psf MAX. RESIDENCE FINISHED BASEMENT 460 SF UNFINISHED BASEMENT 1995 SF VENUE 1ST FLOOR 1853 SF 19 VINE CENTERVILLS,ILLE,MA. 2ND FLOOR 2121 SF UNFINISHED ATTIC 1286 SF TITLE: TOTAL LIVING AREA 7715 SF ATTIC FLOOR PLAN PROPOSED GROSS FLOOR AREA ____7 SCALE:1/8"=V-0" FINISHED BASEMENT 811 SF UNFINISHED BASEMENT 770 SF a 1ST FLOOR 1963 SF 0 1 z 2ND FLOOR 1997 SF UNFINISHED ATTIC 1286 SF PROJECT#: SHEET TOTAL LIVING AREA 6827 SF 16-02 A 4, DATE: OF 11/28/16 L .m_ .■Ins 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. } � wfnmm■minrw_ BE 2X4 c 16"D.C.UNLESS OTHERWISE NOTED. At■11■/■■■Iltl■■■IIr1■r■n, MAINE iinnl.I ■■ Inr■I ■■ 3.CONTRACTOR SHALL VERIFY dumnnl ■■■ 111210 ■■■ nn■nnsALL WINDOW ROUGH OPENINGS -.in.n •t.11 tit■■ nrq■.n■ A'1•Itr■ 1 ■ �� Ir■ru �� n■Irr tmn�twPRIOR •ORDERING � i Ii..7E*il I�Yo 1�•R.}ETdI �r■�:1 �YII�i�:I■.. 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COLLAR TIES 46°O.C. OTHERWISE NOTED. EX15TING 2°x6° 2 D EXISTING 2'x6' 2.ALL INTERIOR WALLS SHALL RAFTERS 24'O.C. A.8 A•IC RAFTERS 24'O.C. BE 2X4 @ III O.C.UNLESS A S IC \ / \ A S�C OTHERWISE NOTED. EX15TING 2x6 INUOUS RIDGE VENT ATE A 2.6 3.CONTRACTOR SHALL VERIFY PLATE AT PLATE AT ALL WINDOW ROUGH OPENINGS GAMBREL BREAK I-I 9ixll Y.° LVL RIDGE GAMBREL BREAK PRIOR TO ORDERING WINDOWS. A ADD BRG WALL BELOW / ADD BRG WALL BELOW EXIST. PLATE AT A.IO GAMBREL BREAK AT 2x10 RAFTERS MB PLATE AT . AREA OF EXTENDED EXISTING — — — '— — — — — — — — — — — — — 16,O.C. — — — GAMBREL BREAK D — — 4ALL.CONTRACTOR SHALL TO VERIFY _DORMER . _ _ATTIC FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ —AREA EXTENDED CONSTRUCTION.CONTRACTOR 3-1 111 766 LVL 3-1 %' Y.° LVL 9-I 9fx11 'A' LVL ASSUMES RESPONSIBILITY FOR BELOW P.T. HEADER J BELOW ANY MISSING OR INCORRECT 3 PROP.BRG WALL I 2-1 W-11 Y,° LV PROP.BRG WALL DIMENSIONS NOT BROUGHT TO CUT BALK EXISTING - 2x5 I6' CLG HEADER THE ATTENTION OF THE A.8 DESIGNER. CLG JOISTS AS JOISTS 16,O.C. Cl JOISTSEXISTING 2xIO RAFTERS NEEDED AT II NEEDED AT PROPOSED 10' SQUARE COL. 16,O.C. PROP05ED LVL I PROP05ED LVL w/b°xb° P.T. POSTS CENTERED BEAM PROPOSED 10°SQUARE CAL. BEAM GENERAL NOTES w/b°x6° P.T. PORTS CENTERED ON 14°zi4'COL. BASES 5HINGLED AND FLARED ON E�T PROPOSED ON 14°x14'COL. ESASES PROPOSED MASTER 5HINGLED AND FLARED ON D(T. MASTER 2x8 I6°CLG EXISTING 1 / JOISTS 16'O.C. W.I.C. SECOND FLOOR COVEkb PORCH \ _ BEDROOM ROOF DECK FLARE ______ — — — — — — — — — — — — — — — — — — — — — — — — EXTENDS TO ROOF EXISTING 5 Yz°x7 V. - — — — — — — ROOF EXTENDSFb4R EXISTING 5 1¢°x7 FASCIAS FLOOR JOISTS F30 ASCIAS TO ROOF FLOOR JOISTS w14X30 STEEL BEAM TO wI4X30 STEEL BEAM TO 3-I �'�xq Yq LVL RECEIVE EXISTING FLOOR _ 3-1 V4°xq y° LVL RECEIVE EXISTING FLOOR P.T. HEADER JOISTS AND PROPOSED ROOF P.T. HEADER JOISTS AND PROPOSED ROOF DECK JOISTS TR DECK JOI5T5 FUR DOWN CEILING o ROOF DECK FRAMED o ENG NOTES 2121/17 AT KITCHEN TO w/2xi0 12"O.C. Q ALIGN w/LOWER PRO D T` TAPERED ROOFING PANELS PRO D F A B NO. REVISION DATE CEILING FROM ROOF ININ OOM - a w/I/6 PER FT. SLOPE 4 ININ OOM « DECK JOISTS cOPYRIGNT SLEEPERS ABOVE 2X611l O.C. NORTNSIDEHEREEYEXPRESSLYRESERV S .. EXISTING INSULATION PER LODE ITS PUNSARE NOT TOCBE RE RODUCEDES FIRST FLOOR I/2°CDX.SHEATHING CHANGED OR CORED IN ANY FORM OR 3-2XI2 P.T.. 'FJ(ISTiNG— — — — — — — — — — — — — — — — — — — — — — — — — — — — �JfISTII — — — — — QPESGN�S.'O.... ANNERWHATSOEVERWITHI UTFIRST + '�° ELEV. 24.46' — I72°GWB `� '� HEADER DROPPED FLOOR JOISTS VAPOR BARRIER FLOOR JOISTS - 2°xl2" FLOOR 2"x12° FLOOR ERMISSINA CONSENT OF O TYVEK HOUSEWRAP A SENT OF NORTHSIDE SIDING (SEE ELEVS.) JOISTS 16.O.0 kRIM JOISTS 16°O.0 I 2x12 P.T. LEDGER 3-2x12 P.T. w/2)%` DIA. HEADER DROPPED i JOIST 2x12..DLEEDGER BUILDER: 6°xb° P.T. POST I LAG BOLTS I6°O.G. 6"x6" P.T. POST LAG BOLTS 16"O.C. I I UNFINISHED UNFINISHED WRAPPED TO 10° I WRAPPED TO 10° BASEM NT 50. TYP. I I BASEMENT 50.TYP. G PROVIDE 10" DIAM. SONOTUBE 2X&P.T SILL PROPOSED .� - EXISTING 2"x4" DOWN TO 201z10° FOOTING FOR i i 1 w/SILL SEALER _ COLLAR TIES 46"O.C. COLUMN SUPPORT ABOVE BASEMENT SLAB II SLAB El14.33' DESIGNER: • - __ __ X6 b12 gXW2 TOP 1/3 OF SLAB - NORTHS D PROVIDE 10' DIAM. SONOTUBE EXISTING 2x6 VERIFY AND MAINTAIN W6 'q I E DOWN TO 20°xl0° FOOTING FOR EXISTING 2x6 MATCH ROOF o 4' FOOTING COVERAGE j DESIGN " Oi o MATCH ROOF EXISTING 2"x6" PLATE AT ' o °COMPACTED FILL o PLATE AT PITCH RAFTERS 24'O.C. PITCH GAMBREL BREAK ' BELOW GRADE v COLUMN SUPPORT ABOVE v VERIFY AND MAINTAIN v ADD 2z6 12°O.C. TO EXTEND c v 4' FOOTING COVERAGE DORMER ROOF (LOWER PITCH) GAMBREL BREAK w/EXISTING ® w/EXISTING - - -:Al BRG WALL BELOW ASSOCIATES BELOW GRADE - 10' THICK i,. EXIST. PLATE AT DISTINCTNE RESIDENTIAL&COMMERCIAL DESIGN GAMBREL BREAK AT CONCRETE WALL ON 10° THICK z 4'-6° ADD BRG WALL BEL EXISTING CONTINUOUS 20°xl0° 141 MAIN STREET'YARMOUTHPORT'MA 02675 CONCRETE WALL ON GAMBREL PLATE AT UNFINISHED ATTIC AREA OF EXTENDED CONCRETE FOOTING - GAMBREL BREAK AT 3-I 9q"xll T,b° LVL DORMER 15o61abz-zno (soslabz-saoz ' CLNTINUOUS �R— AREA OFEXTENDED 3-1 'l x11 T4s° LVL BELOW NORTHSIDEDESIGN.COM ADD 2x6 12°O.C. W EXTEND BUILDING SECTION n hsldel�wmraDORMER BELOW ABOVE AT ALL �� DORMER ROOF(LOWER PITON)PROP.BRG WALL EXISTING 2"x6° •°•ROVE ATADD PROPOSED 2x8 i i ABOVE AT CLG JOISTS GAMBREL BREAK_ _ _ _ _ _ _ CLG JOISTS 16"O.C. _ GAMBREL BREAK RAFTER VENT STRUCTURAL ENGINEER: —AS -' — — INSULATION PER CODE CUT BACK EXISTING \ ATCH EXISTING FASCIA TAYLOR B i�i� CUT&AC EXISTING Cl JOISTS AS N LLC ASPHALT ROOF SHINGLES ADD 2x8 RAFTERS 16'O.C- CLG JOIS S AS NEEDED AT 5/B"CDX SHEATHING A•I� NEEDED T PROPOSED LVL �� REMOVE EXISTING 2x6 RAFTERS. ISa BUILDING PAPER PROPOSED PORCH ROOF i i PROPOSE LVL R n BEAM I VAULTED CEILING ��.��REMOVE EXISTING BE INFILL FLR. EXISTING (FORWARD) i i 2x6 RAFTERS- w/2x8 ADD PROPOSED 2x J� DO FRAMED w/2x4 FUR DOWN II 2-I °x7 Y.° LVL CLG TO ALIGN- /PROPOSED 7 i HEADER BTM. REMOVEDT AS NEIDED Ib°O.C. \ ` PORCH ROOF VERIFY EXISTING CHIMNEY LOC. PROPOSED \ FIELD VERIFY IF EXISTING FLOOR T� MATCH ROOF FlUSN w/CLG M.BATH / JOIST ARE CONTINUOUS AT THIS i WALL THICKNESS 'u2-I °xll Yq° LVL WHERE PROPOSED PROPOSED LOCATION WHERE EXISTING WALL IS EXISTING PITCH HEADER BTM. EXISTING BEING REMOVED Alk SECOND FLOOR w/EXISTING FLUSH w/CLG WALLS ALIGN AND HAL 5)V.7 4,"HEADER 3-2z12 P.T. 77 EXISTING 5 NN7 <° FLOOR JOISTS I HEADER ALIGN CLG )J ALIGN CLG. ALIGN PROPOSED FLUSH / ' w/EXISTING ^ WI4X30 STEEL B SOFFITS /EX15TING RAFTERS CUT 1 FLOORJOISTSCK ISTING // I 1 REPLACE EXISTING WLIGN A IX FASCIA W/ ® i HEADER NOTE: ED c TYP. HDR WINDOW JLL ALUMINUM GUTTER HEADERS AT PORCH ARE AT TYP. U.N.O. �•� ENTRY 1 O1 H�611 j w/3-2x12 P.T. ALLOWABLE ATTIC DIFFERENT HEIGHTS ADD 2xB Ib° i�/'/PROPOSED / j DOORS 3-I 9$x11 y° LV HEADER LIVE LOAD 20psf MAX. FIELD VERIFY CLG JOISTS I HEAD 6°x6°P.T. POST ESIDENCE FRONT HDRS ARE FOR ROOF 16°O G EXISTING I 5 I TYP. ALL RAFTERS 51DE AND REAR HDRS 5$°x7�° I I EXISTING DECK 19 VINE AVENUE ARE FOR 2Dd FLR. FRAMING CUT BACK IXIS FLOOR JOISTS 1 ,(�8 I POSTS TO BE CENTERVILLE,MA. EXISTING FLR JOISTS AT -----�� /¢°x7 9'a" I I STAIRS F�------� PR REPLACED OL FIR5T FLOOR GREAT OM EXIST. 5 XaSTING ELEV. 24.48' 2-2x12 P.T.— — — — _ ~- FLOORxJOIST5 I I \y TITLE: HEADER FLUSH EXISTING INFILL FLR. w/2x8 READER FLUSH PROPOSED 2xi0 I Y=x7 14° 16"O.C.AT REMOVED BUILDING FLOOR JOIST F.P. FOUND LOC. -I 3'0xlI Y° LVL BOX DOWN BEAM SECTIONS P.T. DECK JOISTS - %' TW PLYWOOD SUB-FLOOR HEADER x PTO ALIGN 3-I Y�xq Yf LVL GLUED AND NAILED, TYP I I w/SUNROOM DROPPED {• PROPOSED 2x10 BEAM •Q w/2 P.T. LEDGER P.T. DECK JOISTS I w/2)46° DIA. 1 I SCALE:1/8"=1'•0" -_ &TI JLAG BOLTS 16'O.C. UNFINISHED b°x6' P.T. POST 10' THICK x T-10° 8 BASEMENT I I 1 WRAPPED TO 10° - O 1 2 a 6 CONCRETE WALL ON ______ A.9 W CONCRETE FILLED A.9 i 50. gyp' PROJECT#: SHEET CONTINUOUS 20°x10° y STEEL LALLY COLUMN ON II �. PROPOSED CONCRETE FOOTING J / \ 36°x36°x12"D CONCRETE 16-02 BASEMENT SLAB_ IN P I1 TT SLAB ELEV. I4.33' f PROVIDE 10" DIAM. SONOTUBE A'Q I\ xb BEARING WALL ON / o DOWN TO 20'xIl FOOTING FOR DATE: OF '• / 24°Wxl2°D CONTINUOUS 10°THICK x 4'-0° o �, COLUMN SUPPORT ABOVE BUILDING SECTION STRIP FOOTING CONCRETE WALL ON VERIFY AND MAINTAIN Q 15 11/28/16 w/3-a5 CONTINUOUS BARS. 4" CONC. SLAB ON CONTINUOUS 20°x10° 4' FOOTING COVERAGE 10 MIL VAPOR RETARDER CONCRETE FOOTING BELOW GRADE F 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS • - OTHERWISE NOTED. I 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS SHINGLE RIDGE CAP OTHERWISE NOTED. ASPHALT ROOF SHINGLES MATCH EXISTING 3.CONTRACTOR SHALL VERIFY ROLL VENT ALL PRIORNDOW ROUGH OPENINGS TO ORDERING WINDOWS. SIDING SEE ELEVATION � Nhs° COX SHEATHING l- RIDGE BOARD 4.CONTRACTOR SHALL VERIFY °TYVEK°14OUSEWRAP !STRUCTURAL SR INSULATION PER CODE, MAY VARY) ALL DIMENSIONS PRIOR TO 1}°COX PLYWOOD ON Ix STRAPPING O 16°O.C. CONSTRUCTION.CONTRACTOR GWB w/SKIM COAT PLASTER I O ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 2.6 0 16' O.C. - DIMENSIONS E ATTENTION OFT THE GHT TO 150 FELT PAPER ' ICE AND WATER BARRIER MEMBRANE DESIGNER. INSULATION PER CODE 5/8°COX PLYWOOD CARRY UP 5'-0" FROM EAVE 6 MIL. POLY VAPOR BARRIER AL. DRIP EDGE - GENERAL NOTES OVER ICE<WATER BARRIER - 2.10 RAFTERS ALUMIN. GUTTER - CORA-VENT STRIP VENT ENG NOTES 2/21N7 RIDGE VENT DETAIL IX FRIEZE TYPICAL NALL DETAIL (,;,�)��)TYPIICAL SCALE 1-1/2" = 1'-0" 510ING NO. REVISION DATE TYP. WALL N RTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED _ - CHANGED OR COPED IN ANY FORM R MANNER WHATSOEVER IAT HOVT FIRST OBTAININ TYPICAL EAVE DETAIL PERMISSION AND 3 PERMISSION AVID CRSENT OF NORTH6IDE SCALE-1-1/2" 1'-0" DESIGN ASSOCIATES. DESIGNER: -- _ NORTHSIDE _ ® � DESIGN 2.8 NAILER w/96" BOLTS 0 ASSOCIATES 2'O.C. STAGGERED DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 CARRY MEMBRANE TO (508)362-2210 (508)362-9802 ' BOTTOM OF DOOR, IS-UP, NORTHSIDEDESIGN.COM WHERE NO DOOR. DOOR n"rthslael@comwn.n a Ix DECKING lz SLEEPERS 3/4° PLYWD.5UBFLOOR ' .FACE MOUNT HANGER _ STRUCTURAL ENGINEER: EPDM ADHERED FINISH FLOOR ROOFING MEMBRANE TAYLOR TAPERED ROOFING PANELS ® DESIGN LLC IM/ I/6° PER FT. SLOPE BEAM SIZES VARY t SLEEPERS ABOVE BEAM SIZES VARY BEAM SIZES VARY FOR ROOF DECK , 3/4' PLYWOOD EXISTING 5 6°X7 PAD BEAM FLOOR JOISTS THRU-BOLTED I � T WELD @ EACH / BRACKET TO BM. y ODti OSED 2x10 DECK BOLT 2X PADDING THROUGH i JOISTS 12°O.C. k�°GWB w/SKIM COAT PLASTER STEEL BEAM w/ I/2' DIAM A325 ON Ix STRAPPING® I6° O.C. BOLTS @ 2'-0" O.C. HORIZ. STEEL "L" BRACKET EACH SIDE SIDENCE STAGGERED TOP 4 BOTTOM CONNECTIONS PER AISC 19 VINE AVENUE 214° STEEL BEAM TO RECEIVE FLOOR J015T /^� \ CENTERVILLE, METAL FRAMING AND HANG PROPOSED TPOSED ROOF DECKING FLOOR JOISTS / / \ STL. BM. TO BM. CONNECTION 2x10 P.T. LEDGER SCALE 1-1/2" = I'-0" [TLE: w/2-5/61 DIA. - LAG BOLTS 16° O.C. 5 JOIST TO STL. BM. CONNECTION BUILDING SCALE 1-1/2" = 1'-0" DETAILS @A� ROOF DECK CAL".1=11.0.1 - SCALE 1-1/2" 1'-0" 0 1 2 4 6 PROJECT W SHEET 16-02 A.8 DATE: OF 11/28/16 15 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS BIT.OFF FILLER, - DO NOT BACKFILL WALL OTHERWISE NOTED. TOP OFF W/FLEXIBLE DO CONCRETE 14AS 3 I/2' .MINT SEALANT STRUC GONG. FILLED STL. COL.TURAL PIPE COLUMN OR: ATTAINED 7 DAY STRENGTH AND BOTH TOP 4 BOTTOM 2.ALL INTERIOR WALLS SHALL W6%6 W2.gXW2.q TOP'1/3 BITUMINOUS JOINT FILLER, OF WALL ARE PROPERLY EARING WALL BE 2X4®i6"D.C.UNLESS OF SLAB 4' CONCRETE SLAB TOP OFF W/ FLEXIBLE SERCURED. TOP SECANT, OTHERWISE NOTED. DO NOT BACKFILL WALL- q°CONC.SLAB SIKAFLEX IA b MIL. POLY VAPOR RETARDS W6X6 W2.gXW2.q, TOP 1/5 3.CONTRACTOR SHALL VERIFY UNTIL CONCRETE HAS OF SLAB ALL WINDOW ROUGH OPENINGS ATTAINED 7 DAY STRENGTH CONCRETE FOOTING 4°CONCRETE SLAB ALL WIND ORDERING ROUGH WINDOWS. AND BOTH TOP 4 BOTTOM ' OF WALL ARE PROPERLY "• :o� .. PACTED 3'_O"x3'_O"xl'_Ox 6'COM SERCURED. FILL XW2 TOP I BASE PLATE 4 CONTRACTOR SHALL VERIFY [Ili1=1 I I=1 i.: O L — —4- ——— ————————— — ALL DIMENSIONS PRIOR TO 20 a5 REBAR5, CONT. —_—_ CONSTRUCTION.CONTRACTOR TOP 4 BOTTOM III—III—I a.;°, :• .: :'. :.. .TT ASSUMES RESPONSIBILITY FOR _ . O° ANY MISSING OR INCORRECT Ir. T TO CARRY DAMPROOFING I I=I I—I .f,•.. _—_—_—_ T ——r—_' a _A r—r°r v a a THE ATTENTION OF BROUGHT FOOTI TOP NG OF .! I—II I—II 1-1I I a a DESIGNER. a \/ � a 2x4 KEYWAY — I— —I I—III—III 3 @ #5 REBA S �\ \ \\ ° 4 \ _ 111 III—III—III—) EACH WAYS (TYPICAL) i/\ \ ° GENERAL NOTES 3i a5 REBAR5, CONT. -Ell 1=1 I 1=III=1 ______ __2 a._—� III III III—III—III—I 24' 1-1_. _ — _I1—_1I1-1 I 1 III—III—I I-1I1-1I1-1 1-1I1—i11-11 I—I I 11-1 30 a5 REBAR5, CONT. 1=1 11=1 11 =111=III=III I I I=I 1=11 I 11=III=1 I III=III=1 1=III=11 I=1 I=1 I I =III=_— =1 ENG NOTES 2121/fl TYPICAL STRIP FOOTING G NO. REVISION DATE • " "I SCALE I-1/2" 1'-0" cure•NxrrHx;eH.e�ewe w aRAHuw R w Nw.YNtxDTYRee=aR.aeAl ease IRCE W Cur'igI•r, 3° COPYRIGHT v6eTArne oq yuHrc R W..Henn wgOlirFLi IN. MI NORTH61l>E HEREBY EXPRESSLY RESERVES mxiOM'¢bA nr v wneRexr wlprxxTereR xee excowTeaeo. B'-0' ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR -7 TYPICAL GARAGE SLAB ff FOOTING m •�_m �'a NG THESE EXPRESS TIEN FIRST tuW WdOluYe®ERaleenR Gdse m�a>cui��i DESIGN IONANDCO pv'��A�e'A11YCw �wgxs m. PESIGNAONCIAMS.SENT OF NORTHSIDE 'us COLUMN FOOTING DETAIL / BUILDER: SCALE 1-1/2" 1'-0" \ TYPICAL WALL DESIGNER: — NORTHSIDE ALUMINUM FLASHING DESIGN I I ASSOCIATES 2.10 P.T. LEDGER POST CONTINUES I - - -- W/2-5/66 DIA. FOR COLUMN 1 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN r�- P05T CONTINUES FLOOR J015T PER PLAN LAG BOLTS 16"O.C. ----- Ix DECKING 141 MAIN STREET'YARMOUTHPORT-MA02615 (5M)362-2210 (508)362-9802 FOR COLUMN / ^ NORTHSIDEDESIGN.COM COMPOSITE DECKINGI A - \J\( l orthsmel@camcastne 2x10 P.T. DECK METAL JOISTS 16,O.G. I STRUCTURAL ENGINEER: 2e10 P.T. DECK FRAMING HANGER SEE FRAMING PLAN I TAYLOR JOISTS 16° O.C. I I SEE FRAMING PLAN DESIGN LLC 1 2)2x12 P.T. I HEADER 2)2x10 P.T_—" j'T4 i Gf HEADER 6°x6° P.T. POST �,r• O. { O 0x6° P.T. P05T SIMP50N ABU" O• ' w SIMPSON ABU" - O A a O l D A A OA A to ENCE 0 PROVIDE 10' DIAM. 50NOTUBE v u m CENTERED ON 20°xIO"STRIP o Z 9 VINE AVENUE PROVIDE 10° DIAM.SONOTUBE FOOTING FOR COLUMN ° A F CENTERVILLE,MA. W/BIGFOOT FOOTING(BF20) a SUPPORT ABOVE FOR COLUMN SUPPORT ABOVE Z ° A - ° ° TITLE: - a d G o 36 a5 REBAR5, CONT. BUILDING DETAILS SCALE:1/8"=V-0" 2 4 8 • PROJECT#: SHEET TYPICAL DECK POST/LEDGER DETAIL ,s-o2 A 9 to TYPICAL DECK POST DETAIL SCALE 1-1/2" = 1'-0" SCALE 1-1/2" = I'-0" - DATE: OF 11/28/16 15 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS I `I OTHERWISE NOTED. I I of DBL TOP PLATE I I 1 3.CONTRACTOR SHALL VERIFY 1 ALL WINDOW ROUGH OPENINGS 1 1 PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY r�C=9 ALL DIMENSIONS PRIOR TO °T" 1 CONSTRUCTION.CONTRACTOR RAFTER @ 16" O.G. i i ASSUMES RESPONSIBILITY FOR NWGT. DEL. TE 1 1 ANY MISSING OR INCORRECT °I - DIMENSIONS NOT BROUGHT TO I 1 THE ATTENTION OF THE I o 2x STUDS @ Ib" O.G. N 5P6 (20 GA.) of j DESIGNER. p D o H2.5 @ EA. RAFTER GENERAL NOTES I Iol . TOP PLATE M'�'- HDR UPLIFT STRAP , WINDOW SILL • SILL PLATE ENG NOTES 2/21/17 AFTER TO PLATE CONNECTION PLATE NO. REVISION DATE SCALE:N.T.S. 5/6' ANCHOR BOLTS @ 36" O.G. •a I •4 NORTH81 E HEREBY EXPRESSLY RESERVES MIN. 7" EMBEDMENT • 1 w/3"z3"xl/4" PLATE WASHER 1/2" COX. SHEATHING 4', ITSc MONwWCOPYRIGHT.THESES v` p PLANS ARE NOT TO BE REPRODUCED SILL PLATE TO TOP PLATE a CHANGE DORCOPIEDINANYFORMOR II\\Z_ SEE NAILING SCHEDULE aMANNER f a a p OBTAINING THET EXPRESS WRIRENIRST II 12 GA. ANCHORS TYP. PERMISSION AND CONSENT OF NORTHSIDE DE 5/15" ANCHOR BOLTS @ 36" O.G. SIGN ASSOGATES. li MIN. 7" EMBEDMENT II """w/3x3xl/4 PLATE WASHER 1 . BUILDER: C SILL TO PLATE CONNECTION LU/ SHEATHING SCALE: N.T.5. L� STUDS 4 HEADERS l� SCALE: N.T.S. DESIGNER: � NORTHSIDE DESIGN ASSOCIATES 1141 ISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING MAIN STREET'YARMOUTHPORT•MA 02675 COMMON NAILS BOX NAILS - ._ (508)362-2230 (508)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING R°nNadei@""m"azL— BLOCKING TO RAFTER (TOE NAILED) - 2-8d 2-IOd EACH END T UC ORAL RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END S WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS SIG LLC STUD TO STUD (FACE NAILED) 2-ibd 2-I6d 24"O.C. '-- HEADER TO HEADER (FACE NAILED) 16d 16d 24°O.C. ALONG EDGE5 FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE.NAILED) 4-8d 4-10d PER JOIST BEAM 4 STRAP BLOCKING TO J015T (TOE NAILED) 2-8d 2-I0d EACH END �� /^`( BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK L5TA @ EA. RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-I6d EACH JOIST 2%' CW JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST END DIST4REQUIRED BAND JOIST TO JOIST (END NAILED) 3-16d q-Ibd PER JOIST BAND-1015T TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT.ROOF SHEATHING 1 D AWOOD STRUCTURAL PANELS RIDGE BEAMRAFTERS OR TRUSSES SPACED UP TO 16' O.C. 8d 10d 6" EDGE/6° FIELD RAFTERS OR TRUSSES SPACED OVER I6" O.C. 8d IOd 4" EDGE/6° FIELD OTE° 19 VINE AVENUE IDGE STRAPS ARE NOTGABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6° FIELD WHEN COLLAR TIES OF CENTERVILLE,MA. GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 6d 10d 6" EDGE/6° FIELD NOMINAL Ix6 OR 2x4 LUMBER OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS Bd IOd 4" EDGE/4" FIELD THIRD OF THE ATTIC SPACE AND TITLE: ATTACHED TO RAFTERS U51NG CEILING SHEATHING 5)lOd NAILS EACH END FRAMING TIE GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10° FIELD DOWN DETAILS WALL SHEATHING RID E BAND STRAP 5TUD STRUCTURAL PANELS SCALE:N.T.5. SCALE:1/8'V-0" STUDS SPACED UP TO 24°O.C. Bd IOd 6" EDGE/12° FIELD $° AND%' FIBERBOARD PANELS 8d - 3" EDGE/6° FIELD ' 0 1 2 4 8 GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD O FLOOR SHEATHING PROJECT#: ASHEET WOOD STRUCTURAL PANELS 16-02 .10 1° OR LESS 8d IOd. G" EDGEA' FIELD GREATER THAN I° 10d 16d 6" EDGE/6" FIELD DATE: OF 11/28/16 15 1 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS •' OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED, 3.TYPICAL LVL/GLULAM BOLTING/NAILING A L WINDOW ROUGH OPENING ALL WINDOW ROUGH OPENINGS MULTI 1 3/4" BEAMS A PRIOR TO ORDERING WINDOWS. 2, A•� 4.CONTRACTOR SHALL VERIFY -- ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 2 PIECES D-4" 2 ROWS OF IbD NAILS 012" O.C. ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO _ 2x2 P.T. LEDGER 2-2x12 PT If TTPO P T POST w/2)%' DIA. THE ATTENTION OF THE 3-2z12 P.T. UP LAG BOLTS I6° O. . HEADER FLUSH DESIGNER. HEADER DROPPED GENERAL NOTES POST -- ---- - - -- - -- -- - - Iy I 3 PIECES -D-4° 2 ROW5 OF 1/2' DIAM BOLTS B 12'O.C. UP PROPOSED 2x10 .T. DECK JOI S / 3-2xI0 P. HEADER T_ _ _ _ y 2° III III R MOVE EXISTING LOO , y r FRAMING IN THIS AREA I I I ii/ 6°x6° P.T. POST TYP. CUT K11 Df1S TIN G - I L. TU II II F 00 JO 5T5 _ _I_ i TS TY 20x12 P.T. III U POST It __ _ - j I I HEADER FLUSH ENG NOTES 2/2l/17 O UP DN. I DBL. 5 UD I PROPOSED r __ _r __ TS, 7yp _ _ 2XIO P.T. NO. REVISION DATE POrT I DECK-JOISTS up m I POST I I I coPYRIGH _ NO SIDE HEREBY EXPRESSLY RESERVES ON. POr.T UP/ ITS COMMON LAW PYR COIGHT.THESES I I I I I PNS ARE NOT TO BE REPRODUCED UP/DN. U A.7 T5 4°x4°v.25° 3-I �q"XII rq" LVL UST '17 I I I I I I MANNERDV H TSOEVER WITHO � COLUMN I HEADER I I I I I OBTAINING THE EXPRESS WRITTEN III LL 1 ON. 1• I I I I I PERMISSIONANDCONSENTOFNORTHSIDE 3-2v12 P.T. POST I. I I I EXISTING I$"x7 h' FLOOR J015TS I I I I I I DESIGN ASSOCIATES. HEADER DROPPED--III UP/DN. I I J I I I 11 B III I II II II III IIII rII I SI9SI II IIIIi IIIIi IIII IIIII IIIII PuOP/SoTN. FV BUILDER: 1T ER OLVL r, BOISTING 6°x6° P.T. P05 EgM' TYP. zOL ER )IA A S 6"O.C. I - PCs A.7 I I I I I I III uT I I EXIST. 2-2z7 r=° 1 III �LyMEEL LOLLY I I ------------p -- ---------T DESIGNER: III H DESIGNNORTH IDE __________ _ I COLUMN STEEL I I I I I i 1 C _ --------------- I�_L�_ - - NFILL IFLR. w/2x6 DESIGN —� 16'O.C. AT REMOVED x x. —— ———— —_— I TS 4°x4°x.25° I I °POS F.P. FOUND LOC. ASSOCIATES L 4 _. __.. _ -_______ ___ POST I I COLUMN 1 I III EXIT T. 5 " x7 q UP 1 K DISTINCTIVE RESIDENTIAL&COMMERCIALDESIGN ___ ON. BEAMING Iql MAIN STREET'VARMOUTHPORT'MA 02676 ,.- REMOVE __li" _ I CUT JOTS SIST 3-I•FLU Y° LVL TOP FLUSH I 2-2x12 P.T. FLR JOISTS AT - IsDe136z-z21O 1508I 362-9802 POrT 2xIO P.T. LEDGER HEADER FLUSH NORTHSIDEDESON.COM UP 3-2xi0 HDR. -- _ ---__--_- ---------- UP/DN. I IF STAIR$ POST w/IXIST. northsidelIDcamcazcne[ TYP. U.N.O. 31t2° STEEL LOLLY — ____ I EXISTING I r2°x7 Y2° FLOOR JOISTS I LAG BOLTS 16"O. 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EC IJOI TS ` BE 5 ri° x7 5/4' -- ———————— O�T UP/DN. CE —— ———————— -- - ----------------- ----- - 2x10 P.T. LEDGER I I_____ w/2)%° DIA. VENUE ` - - -- LAG BOLTS 16'O.C. TERVILLE,MA. CUT BACK EXISTING r I -------- FLOOR FRAMING AS I EXISTING 2x10 P.T. DECK JOISTS REMOVE EXISTING. NEEDED AND HANG FRO I I II________ AREAA JOISTS IN THIS HEADER FLUSH TITLE PROPOSED LVL BEAM --------- FIRST FLOOR 2x10 P.T. LEDGER VERIFY EXISTING DECK 6"x6° P.T. POST w/2)%° DIA. _ FRAMING PLAN LAG BOLTS 16' O.C. 2EAD P.TFL JOISTS TO REMAIN 0 DROP TYP. HEADER FLUSH FRAMING FROM EXISTING FLOOR ±6° SCALE:1/8"=1'-0" 0 1 2 4 8 A A.7 PROJECT#: SHEET 16-02 S. 1 DATE: OF 11/28/16 15 _ 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS <� OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. TYPICAL LVL/GLULAf I BOLTING/NAILING A 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS MULTI 1 3/4" BEAP15 A,7 PRIOR TO ORDERING WINDOWS. 2" 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO REPLACE EXISTING NOTES 6°xb° P.T. POST CONSTRUCTION.CONTRACTOR CUTBACK OR REMOVE ANY IX15TING ASSUMES RESPONSIBILITY FOR HEADER TYP.ALL 2 PIECES D-4" .2 ROWS OF 16D NAILS 612° O.C. 3-I °x9 Y.° LVL DBL. STUD FLOOR JOISTS TO MAKE WAY FOR EXISTING DECK HEADER PKTS. TYP. w/3-2x12 P.T. PROPOSED BEAMS AS NEEDED ANY MISSING OR INCORRECT PO5T HEADER POSTS TO BE 2'x8°CLG. JOISTS 16'O.0 ON. REPLACED DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE F.Z.R PO°T�' 3-2x12 P.T3-1 %"xq Y," LVL HEADER I I I I I I GENERALNOTES HEADER 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS @ 12'O.C. Ib"xb° P.T. ��T 3-I VfIz7 Y4 LVL PO5T UP UP �r 2DBL. STUD 6 I I I �IT1 I I IPosTPKTS. TYP. FI L VERIFY IF IXIS ING FLOO Up JO15T ARE CONTINUOUS AT TH15 I I I UPII I I I I I I I.I IO BEEING(REMOVED ON W14ERE IXISTING WALL ISI I I I I 15-1 Y, LVLDN 1 IDBL:'STUDENG NOTES 2/21117 pO Tf I IH-I 41WX EADER(Y4' LVL I I It.PKTP( TYP.(I DN. In II I II 11 POST I (III I I I I I NO. REVISION DATE C — — —— I—— — ON. I III I I I I I I I COPYRGFR Y 3-I '•Yj x7 Y� LVC'�III I 1 1 ITS CO 10E HEREBY EXPRESBLY RESERVES A.7 U TS x4 x.2 I I WI4X30 STEEL BEAM TO RECEIVE I I I I \\In11 I I 1 3-1 %xq Y" LVL I w LU ITS COMMON NOT T BE REPRODUCED ESES HEADER II IXISTING FLOOR JOISTS AND I I I III 1RE 4 PR POSED DECK 15T5 'NGEDOR CORED EVER A OIJTFI OR o I I 4 1 R�F I� i 1 I I EXISTING 5 Y4°x7%° FLOOR JOISTS I I 1 1 I ' I I EXISTING VERIFY LOCATION FLAOOR JOISTS OSTNNI T14EEEVEa NA7HOU7Flasr _I °xq ° L c" 1 INFILL LR. w/2x I I I III I I I - w/FLUE MAY NEED TO %RMISSIONA E%PRESNT OF NO II I I 16"O.C.AT REMOVED I I I I I I I DESGINAISSOIATESNSENT OF NORTMSIOE POST UP I I P.T. HEADER I CHIMNEY LOG. I I I I I ADJUST TO AVOID JOISTS UP II I I 1 1 1 1 I 1 EXISTING I I I I I I I I AND 52nd FLRE I I 5 Vx %' HEADER 1 1 I I BUILDER: DBL. STUD II I I I I 14,11 I I I I I PKTS. TYP. i I OFFS T.S. WI N COL.( O I I I 1 1 I I III I POST I — — b°x6° P.T. II I ALIGN SIDE OF STL BM. I I I T5 4"x4"x.25" UP I I I B PO5T UP �I /EXT. WALL ON 2nd FLR POST— 11 (VERIFY STL BM. WILL NOT I I I I I I L I I COLUMN ON. III I I I UP/DN. I I I A.7 ON. EXTEND INTO ROOF DECK I II I SIDE) I —11_11 1 1 i t I II I I I I INFILL(FLR. w/2xel I 1 I 1 1 I I I I I I I I I .01 2°x8"CLG. JOISTS 16°O.0 T5 4 x4"x.25" I - COLU N DN. I I I I 6°O,C. Lo REMOVED 1 I 11 l POS I I I I I STAIRS AT I I II DESIGNER: \11�t � STL�C I� �l LL— _ Ll II II I — - NORTHSIDE rr—�r—TI— rr— —rr I I I I I TS 4°x4°z.25 —_ —__——_ —__ —_—� I � DESIGN COLUMN DN. L Z AT 11 I - II I II II I —y, PROP. STAIR (III EXIS IllNG _ W14XBO STEEL BEAM TO RECEIVE ___ _ =_—— I I I (III 5$°x7 �° HEADER I —IIII i I - - - -- ASSOCIATES IXISTING FLOOR JOISTS AND L — — _ —I�— L 1 CUT BACK t HANG —-y' PROPOSED ROOF DECK JOISTS =__ --- FR L -- ---------- P65T- 141 DIS IN SIMAAINME -YAIRMOUE PORT'1MAOE2675 HAN XIST. 4R OM T BM. UE/DN.= I JOIST$FROMINEW PO5T ® I I I I 1 1 REPLACE EXISTING — _____ I I HDR5.1 I 1 I D" I I I I I HEADER I508136 NORTHSIDEDESIGN.-2210 COM 62-9802 ———— HANK�I$T. E-L J L_—_ ___ I CUT�� K IXIotING I w/3-2xt2 P.T. (o 1 1 I I I I I I HEADER °onnsld,l@comc.-. ————N J01STS�RaI'rNLW FLOO (JOISTS( 1 � I EXISTING 5 14°x7-% FLOOR JOISTS ___ F- HDR5. 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HEADER SECOND FLOOR FLUSH w/ RAFTERS FRAMING PLAN SCALE:118"=1'-0" • A A.7 0 1 2 4 e PROJECT#: SHEET 16-02 S.2 DATE: OF 11/28/16 15 + - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS A OTHERWISE NOTED. A 7 NOTE: 3.CONTRACTOR SHALL VERIFY TYPICAL LVL/GLULAM BOLTING/NAILING ALLOWABLE ATTIC ALL WINDOW ROUGH OPENINGS MULTI I 3/41' BEAMS LIVE LOAD 20p5f MAX. PRIOR TO ORDERING WINDOWS. 2° ADD PROPOSED 2x8 4.CONTRACTOR SHALL VERIFY CLG JOISTS 16"O.C. ALL DIMENSIONS PRIOR CONSTRUCTION.CONTRACTOR 2 PIECES I D-4" 2 ROWS OF I6D NAILS 0 12'O.C. ASSUMES RESPONSIBILITY FOR �_�'-' w� - - �' 1 DIMENSIONS NOT BROUGHT TO THEDES ATTENTION OF THE II I I I I I R. 3-1 °✓j z7 Y,j LVL = 2" IIIIIIIIII p p�-r-Tf II I P.T. HEADER UP/DN. II1 I �;LIIIIII•xll I1�TI �III— P0II 5 \II I III II III ®I II I IIIII IIIII IIII I1 IIII IIII II IjiI ' II' GENERAL NOTES 3 PIECES D-4" 2 ROWS OF 1/2' DIAM BOLTS V 12'O.C. L_ ___ _ _SD0N 6 T POST ON. ON. _ LI I I TO T M TO 74D LVLII I I I IDBL.ISTUD IBLOW f------ - - A. IIIIII 1II PKTS I.IIII. TYP.I P ROP.BRG WALL I II I I I II II II I II I II LffL __-___-___-___-__ LrL�1 1jNII I 6xll V2-Lg ABOVE AT II coPYRICHr ENG NOTES 2 121/17 C IHEAD R I GAMBIREL BREAK No. REVISION DATE 7 'x8 CLG. JOISTS 16' O.C. CUT'BACK'EXISTINGI NORTHSIDE HEREBY EXPRESSLY RESERVESCLG J015T5 AS ITS COMMONLAWCOPYRIGH.THESES LVL NEEDED AT 2-I DE LVL ----- Ill PLANS ARE NOT TO BE REPRODUCED P.T. PROPOSED LVL POST HEADR DROPPED P CNGED COR A FIOR BEAM N WALL OBTAININGEEXPRESSWRITTEND D"' DN. MNER WlATSOEVER NHOLlTFIRST P.T. POST—,., POSTTYP. ION. I I I 1 I I I I I I I I f _—rIH PERM ISSIONANDCONSENTOFNORTHSIDE L ____ III DESIGN ASSOCIATES. 2-I 5 Y=° LVL IP III P05T I I I I I I I I I I evI -/EXIIST- JOISTS INFILL EXIST.-STAIR5 I I I I f-------1 w BUILDER: B I�III UP/DN. w/2x6 12' O.C. I I I I 1 2-I %*x9 Y." LVL I HEADER DROPPED III I I POST ON. A 7 L_ L— I I POST I n, I I�-- —-- I I � I ON. II I CUT BACK ISTING L-------L II f-T'-T - r-------a I CLG JOISTS AS _______ II 1 I I III I NEEDED AT I I I I I I EX STING CLG -� II I I I I. III III PROPOSED LVL I O F I I II I I I JOISTS TO 11 I 1 I III BEAM 12-I >•'q x9 Yq° LVL _ __ _ HEADER DROPPED I FORK PROPOSED j IIN WALL I I�— 11 I III I I O I I I I POST 1 5TAIR5 TO i DESIGNER: I II I II I EX15TIhiG 2'.E°CLG JOISTS I ON. " ATTIC, I _ NORTHSIDE I I I I DESIGN I I I I I I ASSOCIATES L_O 1___1__1 I I ®I I I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN® ICI MAIN STREET'YARMOMHPORT'MA02675 l ® I I I I DST ( I I (SOB)362-2210 (508)362-9802 I I NORTHSIDEDESIGN.COM 1 I 1 1 — I northside1@comcart. L___L _ -- i i _ __ L__-L___ __ 1---1'- I I 1Ir PDON.T STRUCTURAL ENGINEER: 3-I V'xil 7,¢' LVL ADD PROPOSED 2x8 I I - I TAYLOR -- BELOW CLG JOISTS 16"O.C. I I I I PROP.BRG WALL HEADERS AT PORCH ARE AT DESIGN LLC �. ABOVE AT DIFFERENT HEIGHTS H�� I I FIELD VERIFY _ BRG WALL \ I I I I// I I I I I I II FRONT DRS ARE FOR ROOF GAMBREL BREAK \) '�- RAFTERS SIDE AND REAR HORS < IT 2"x8"CLG. JOISTS 16" O.C. I I I I EXISTING 2"z6"CLG JOISTS I I I I I I ARE FOR 2nd FLR. FRAMING �•, II III EXISTING VAULTED CLG I II III FUR DOWN TO ALIGN III1 ul 1� w/PROPOSED PORCH ROOF 1 " I1 _ ____ _________________ r II ____________ ALIGN BTM OF 6"xb" P.T. POST REPLACE EXISTING BOXED BEAMS TYP. HEADER 1 ________________ _JI AT DIFFERENT w/3-2x10 P.T. �^ II II BEAM SIZES HEADER DROPPED 1 I Ill—__________________II FROM EXISTING 1 I-------------------41 1 3-2xl2 P.T. RAFTERS 19 VINE AVENUE 1 I III I I Ler1_1_L_L J_ ® — ----------- FLUSH HEADER/ CENTERVILLE,MA. L=t_r_ r_�= ---------- ---------- - -- -- - ------------- - le1____ _____________- RAFTERS b°x6" P.T. POST �----- zJ TITLE: TYP.ALL EXISTING DECK , ATTIC FLOOR POSTS TO BE REPLACED FRAMING PLAN A SCALE:1/8"=1'-0" A.7 0 1 2 4 8 PROJECT#: SHEET 16-02 S.3 DATE: OF 11/28/16 15 1.ALL EXTERIOR WALLS SHALL n BE 2X6 @ 16"O.C.UNLESS ' - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4(d 16"O.C.UNLESS A OTHERWISE NOTED. Al 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY 1q'_b• 9'-6'yzq" B�_q• B'-q• B'_q• 8'-I�V4 5 " 3'-63/q° ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR I 'Q -------------- --- -- ---- ---- -------------- ANY MISSING OR INCORRECT N --------------------------- ----------------- - ------ -------------- --------------- --------------- DIMENSIONS NOT BROUGHT TO ----------------- --------- THE ATTENTION OF THE TYPICAL NOTES: I ------------------------------- - I I � � I I DESIGNER. . I I I PROPOSED 10' SQUARE COL. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION I WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR I I OCAT' P.T. POSTS CENTERED 2+ WALL PLASTER BOARD/FINISH. I I j 'I FADERN OF POSTS t I I I GENERAL NOTES I I HEADERS TO BE VERIFIED I CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL I j I w/EXISTING ROOF,FRAMING I LL_-- C EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION Q I I j I r AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE I 14'-6° 22'-9° �g'_g• I \�I/ b 1 NECE55ARY TO INSURE SUCH PROTECTION. �. CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED I I 1 I I v ___I_ CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. II I I I ( y I I T5 4'z4"x.25°COLUMN —� — —I—————————— CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 46 5TD.BASE PLATE t __ __________ SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL I I I 2-%" DIA.ANCHOR I o INTEGRITY OF EXISTING HOUSE. BOLTS TYP. 1 ' ENG NOTES 2/21/17 II I L-------------1----- —IJ POST - I 1 CONTRACTOR 5NALL SITE IN5PECT/VERIFY ALL EXISTING V5. PROPOSED (, .j 1 I UP/DN. POST I I I NO. REVISION DATE CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS 7 �_____1—� __ ______ _J UP/DN. AS NECESSARY TO INSURE COMPLIANCE WITH DE51GN PARAMETERS AS A'7 'I' I i I I Ir r 1 I I I I POST I I10' THICK 4'-b'ON I I O I NORTHSIDE HEREBY EXPRESSLY RESERVES WORK PROGRESSES. C' tr I I �_ LAWI POST - I I ON. CONTINUOUS 20°x10° I I I ITS ARE NTT COPYRIGHO.IM ES II I I i jl Ij II CONCRETE_FODTING I I O� �i PLANb IEDOOTPIEDINPROWCED CHANGED OR COPIED IN ANY FORM OR FOUNDATION NOTES: i I UP/DN. I II 1 UNFINISHED/ Ij ;� I MANNER WHATEXIVRESVATIAOLIT RITTENRST i I I I Z OBTAINING THE EXPRESS WRITTEN LiJ I SISTER ON UNCONDITIONED IN 4:f I PERMISSION AND CONSENT OF NORTMSIDE I I I I LVL DESIGN AbSOdATES. I, MAIN FOUNDATION WALLS TO BE 10° POURED CONCRETE Fc'a3000 qi, I I I :I -J TO EXISTING BASEMENT W/20 u5 BARS TOP t BOTTOM. FOUNDATION WALL TO BE ON 10"x20° I I I oI ROUGH-IN c 1 BEAM 10° THICK x S7'-2° I LLD I I STRIP FOOTING. PROVIDE 3k1 a5 HORIZ. BARS CONTINUOUS IN STRIP I I _ I I PLUMBING FOR v II II. CONCRETE WALL ON I' BUILDER: FOOTING W/KEYWAY. PROVIDE a5 VERTICAL DOWELS V 24"O.C. FUTURE BATH. '- « I CONTINUOUS 20NIO' I > EXTENDED W-6° MIN.ABOVE TOP OF FOOTING. PROVIDE W ANCHOR .I I I�-_- II CONCRETE FOOTING BOLTS 0 36°O.C. MAX. MIN. 7° EMBEDMENT W/3'x3°xV4 PLATE WASHER. I I 10° THICK x 4'-8" I ° ----III CONCRETE FILLED I POST I B I CONCRETE WALL ON 14 CONC.SLAB ON I ° I UP/DN. I 1 I I MIL VAPOR RETARD STEEL LALLY COLUMN ON CONTINUOUS 20'xl0° I I 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3x=°CONCRETE FILLED A.7 I I 36°z36°x12°D CONCRETE L JJ I '� I CONCRETE FOOTING I LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE b°zb°x95° CAP I I TS 4°x4°x.25° COLUMN I I I FOOTING, TYP. -1------- PLATE t 7°x12'x%"BASE PLATE W/2P V4° DIA. BOLTS. WELD ALL iD I e CONNECTIONS. FOOTINGS TO BE 36'x36°x12° SQUARE CONCRETE W/30 a5 I % 5TD. BASE PLATE t . 5'-0" V-0° 4'-B' 5'-qVq 6'-7}�,q° b�_5• I I• - - ° ----------T---------T °rt 2-% DIA. ANCHOR 1 g BARS EACH WAY. « I1 BOLTS TYP. I —1 F-——-1 r— r—— 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. - I _ I_ I �I_ I. - -—- —-— I DESIGNER: 4. CONCRETE SLAB TO BE 4° POURED CONCRETE ON COMPACTED FILL. ___________ _ I I I NORTHSIDE PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. CUT W/ O 1 r L POST J L--J J L— � L L J I w 1 EARLY ENTRY' SAW. 10' THICK x W-4" I ON. 3'-�4 I 10'-Oy2" �I� 12'-77T," I I O I 1 1." CONCRETE WALL ON L7 3 10"THICK x 4'-B° — ¢ I I I DESIGN iN z I CONCRETE WALL ON 2x6 BEARING WALL4's4°s.25'COLUMN II I O� 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CONTINUOUS 20°xl0° ?� I I3-I 9"x7 Y° LVL ASSOCIATES I CODE (WINDOWS OR MECHANICAL) CONCRETE FOOTING CONTINUOUS 20°s10° 24•Wxl2•D CONTINUOUS. ON 36°x36°xl2° DP. I I *U 3 I I CONCRETE FOOTING N5�31>s5FCCONTIN0005 BAIA4. I w/EXIST. W STD. BASE PLATE t I TOP FLUSHCONCRETE FOOTINGI O Z : I I Y QQ I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN �Z I ITS 4°x4°s.25°COLUMN r—�—1 2-% DIA.ANCHOR I �1 I'�u 7 I I I Ml MAIN STREET•YARMOUTHPORT-MA026T5 4'-0' MINIMUM COVER- w 146° 5TD. BASE PLATE t I I 3-1 %x9 Y." LVL :9 III y'_ BOLTS TYP. I« I >w _116' 5 A. ANCHOR I I I I DROPPED +2 S 6'-0 - LL p I I IsoR) z-zzlo IsoE13 ssoz a-----CHOR -- ------- 3 4' 7 36 62- Z NORTHSIDEDESIGN.COM 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL S-IBOLTS ON TO FTC. I POST N 1 I ;I wj� I I BEAMS (TYP.). QO I .T I ON. I >w northsitlelLdcomcastne[ K I + I L =J N 10"THICK x T-10° B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL O + I 10" THICK z 37'-10° 1 4 L I CONCRETE WALL ON I I I I STRUCTURAL ENGINEER: Y COLUMNS. o 3 I t CONCRETE WALL CN *' 60"x36"x12'D I I CONTINUOUS 20°x10° 11. :a 2 QZQ + CONTINUOUS 20'.10" FOOTING 103/q I CRETE I I j — J CONCRETE FOOTING I j1 I I TAYLOR MISSING,, (INCORRECT NOT SCALE DIMENSIONS NOT BIROUG TN TO «u I I 10�° FOOTING L THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE N r , I -� I 3t2°CONCRETE FILLED I P05 I I I I I J I N-LLC CONTRACTOR. LL Z7 I -� STEEL LALLY COLUMN ON UP/DN. I w O I -t I- FOOTING 2°TMPCONCRETE L—4 J o L-- — ----- — I I — J 1 = I 1 I 10. INTENT OF DESIGN 15 TO ALIGN NEW FIRST FLOOR SPACES WITH J' I ST EXISTING FIRST FLOOR.CONTRACTOR SHALL ADJUST TOP OF >" �1 I 2x6 BEARING WALL ON ° — J in L I I FOUNDATION WALL AS NECESSARY TO ENSURE DESIGN INTENT. - i 15'-2• 24"Wx12°D CONTINUOUS 1 POST POST �c UP/DN. UP/DN. I i STRIP FOOTING N / _ II w I 2-1 °xIl Y.° LV r —, w/3-a5 CONTINUOUS BARS. Q I 1 1 FLUSH I I r -----�- --- ---- / I ;I m O� I 1 I 4°CONC. SLAG CNRETARDER I I J 6 MIL VAPOR 10°THICK s T-10" w m I 1 I CONCRETE WALL ON �' ..POST I \ '- { U •I I CONTINUOUS 20'x10° POST;p ,O FOUNDATION WALL LEGEND K Z7 i i I CONCRETE FOOTING Iz ON. « 4 UP/DN. I I—————I,——— — I———— — I——————— _____J SED 1� __________1_______ __ _ w0L------------ — -- -------J ELEVATIONS L________________ EA I TO TOP ___________ OF L --=----- - --------=---- '+14 CONCRETE FILLED RESIDENCE WALL 14GT WALL WALL FTC- ° STEEL LALLY COLUMN ON T-IV. 20.55' 12.5' \ / 36°x36'x12'D CONCRETE 19 VINE AVENUE in / ` r FOOTING, TYP. CENTERVILLE,MA. --- 7-10 ___ 17.91' 9.67' T-2° 17.43' 9.67' - to ` / TITLE: 5'-4°ram ® 15.01 9.67' FOUNDATION 4'-1' ® 14.33' 9.67' 2B'-0° PLAN FIELD VERIFY ALL.FOUNDATION 'HGTS. WITH EXISTING CONDITIONS � A SCALE:1/8"=V-0" A.7 0 1 2 4 8 PROJECT#: SHEET (�. 16-02 A.0 �l DATE: OF 11/28/1 6 15 1.ALL EXTERIOR WALLS SHALL BE 2X6(d 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. DORMER ROOF (LOWER PITCH) - GAMBREL ROOF(HIGHER PITCH) EXISTING 2.6 RAFTERS 24'O.C. 3.CONTRACTOR SHALL VERIFY TYPICAL LVL/GLULAM BOLTING/NAILING EXISTING 2x6 RAFTERS 24'O.C. ALL WINDOW ROUGH OPENINGS INFILL w/2x8 BETWEEN EXISTING MULTI 1 3/4" BEAMS REMOVE EXISTING 2.6 RAFTERS. PRIOR TO ORDERING WINDOWS. ADD 2.8 12'O.C. TO EXTEND 2° DORMER ROOF LOWER PITCH)- 4.CONTRACTOR SHALL VERIFY C A 7 ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 2 PIECES D-4° 2 ROWS OF 16D NAILS® 12"O.C. AREA OF ANY MISSING OR INCORRECT EXTENDED GAMBREL ROOF (HIGHER PITCH) DIMENSIONS NOT III --_ �j BROUGHT TO 2°x10° RAFTERS 16"O.C--- DORMER AREA OF EXISTING 2.6 RAFTERS 24'O.C. THE ATTENTION OF THE 2.12 VALLEY EXTENDE DESIGNER. :1 Jill DORMER -I - I- � =r -7 -_r - F- -I - r -I =r - r - -,- - ---- - - GENERAL NOTES 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS 0 12'O.C. I 2 1 %x7 LVL EDERP.T ON. ROOF BRACING 4' O.C. FIRST TW J015T SPACES II ITYPICAL ENG NOTES 2/21/17 III 2'x10° RAFTERS 16' O.C. __ LL _ LL _ LL _ LL _ LL _ LL LL _ LL _ LL _ LL I__ _ I III I RIDGE STRAPS -- - I III NO. REVISION DATE TYPICAL I I I I I ADD BRG WALL BELOW I I I I I I I I 1� I I I I ai EXIT. PLATE AT ISTIN 2x6 py ROOF DECK FLARE POST I I I I GAMBREL BREAK AT I I I I I I I I PLATE AT I I I -r1j COPYRIGHT EXTENDS TO ROOF III DN. AMBR L BR K __ LI NORTHSIDE HEREBY EXPRESSLY RESERVES AREA OF EXTENDED [�I I{� —III ITS COMMONIAWCOPYRIGHT.THESES FASCIAS I I I DORMER I I I I I I I r �I� PUNS ARE NOT TO BE REPRODUCED POST DN. I r------ I I I I II I IEXISTING 2°x6° RAFTERS 24°O.C. I' III CHANGED OR COPIED IN ANY FORM OR TO HDR. I�TF--T�ITI�T— I�Tr—f r� ------rIi MANNER WHATSOEVER WITHOUT FIRST L------LI OBTAINING THE EXPRESS WRITTEN A 7 II I I I I I I ,I 11 PERMISSIONANDCONSENTOFNORTHSIDE zlI Yq LVL III CESIGN ASSOCIATES. RIDGE 2°x10' RAFTERS 16° O.C. I I 3-1 V'x7 Y" LVL III I I I I I I I I I I I I I I I I P.T. HEADER I I I BRING FLUE I I I I I I I L IT _ BUILDER: III UP THRU LI t 6°x6' P.T. POST I I I I I I I I I ROOF I I I I i I It TYP. r rN I I _ I I I I I I I I _ I I - e1, ,11111 I - I I I I I I I I I I I _1 2°x 10° RAFTERS 16°O.G. 1 6 nPOST A.7 I I, 1 DESIGNER: CUT BACK EXISTING 1 I EXISTING L 1 1 _ I' I I I I I I I ee R `� I I I I 1 - -- NORTHSIDE I I I I I I I P I___ 1-_- I__- I-__ I_-- I___ I___ I I , ----------------------- MEETS ------ --- _ ----- `-------- DESIGN NG AND APROPOSED ROOF I I' _y_y__ ___y ______y_____ 1 LAY-ON 2x4 16° O.C. WHERE FALSE VALLEY -- I 1 I I I II• /• II I I I I I. I I — — — (STING VALL Y .._ ASSOCIATES _ I I PROPOSED VALLEY I I I �-- yl I I I I I I I I I 1 I w/EXTENDED DORMER I I I I I EXISTING 2°x6° RAFTERS 24'O.C. DIS NRNE RESIDENTIAL&COMMERCIA DESIGN 2x6 NAILER EXISTING ROOF I I I I I I I I I 141 MAIN STREET'YARMOUTHPORT•MA 02675 MATCH FRAMING TO I I I I I I ADd BRG'WALL BLOW PITCH EXTENDED REMAIN I I I 1 I I I GAMBREL BREAK AT PLATE5T. PLATE AT NAT x6 I I I I (sae)362-ORT (.COM508) 2-esai ♦ w/EXIST DORMER OF EXTENDED BREAK NOflTHSIDEDESIGN.COM AREAS EA ,1 AMBR L I nortnsmelPcomwscnec 3:12 HIP �� i f,�,',',//A Y / / / / / / // / / / / / / L!/,X/11,s///T, a ___ DORM JI_ _ �_ �_ _ II I I I I I "R F PITCH r / / / / , / / / / / I I I I I I1STRUCTURAL ENGINEER: ' ^ ' ' ' ' ' ' ' ' ' 'MATCW )MATCF /'/'/ ' /, / ' ' VERI TAYLOR ' ' ' ' ' ' ' / EX15 INPITCH 1L' / , ,(PITCH , / / /, , , , CRIC ET� ' ' ' ' ' , , ' --�-- '1 QE. N LLC 12 PITCH / EXISTING ROOF SLOPE ,/ //, / / /',',',',',/,',',/'/'/'/'/'/'/'/'/''/ FRAMING TO I I I I I I I I 1 1 I I I ..`- / / ' '' 1 REMAIN RIDGE SLOPE /'/'/'/'/',',','/'EXISTING ROOF','/'/' /'/'/ / / / / -" PITCH( / / / // / / /'//// , / //i / / /,i�i,/, / / / / —————— H- ——— HEADERS AT PORCH ARE AT /' /' /' FI / DIELDRVERIFYIGHT$I I I I I I I I------I-- --- I FRONT HDRS ARE FOR ROOF 4b i I' I I I/ 'I I I I I RAFTERS SIDE AND REAR HDRS SLOPE / / / / / / / / / , ' ' '' I 1I+ ARE FOR 2nd FLR. FRAMING ' / . , / . I " I I �k' I I I I I IIII PITCH , , / / , , , , , , , , _ - V. ------------ X EXISTING ROOF L,1,/. FRAMING TO 'FENCE ,'EXISTING ROOF'' / - -tl 'DORMER , ,' i,/,/ I I REMAIN ------�-- --- - - L1_ / / `.('�TCH AREAS. / / / / / /'/ / / / I I -—_ Y T-__ - -�' ------ - /','/'/ PtT.CH (/'/','/', / ,'/ --- - --- ~�-- ' REPLACE EXISTING 19 VINE AVENUE ' °v6 - - I ALIGN BTM OF CENTERMLLE,MA. '/ / / / / / / // / /E)?1$ /'/'/'/'/ /EXIST..' / , / // • ,'/ i 1 __ ___ 111 BOXED BEAMS EX15TING 2°x4' RAFTERS HEADER , EXIT. I`� - _ _=___fie®=m _ 1 AT DIFFERENT w/3-2x10 P.T. ,',',' ' , T-T-r T HEADER DROPPED /'�'/' '/' '/'/ , L_ - - - - - -I i L-I 1 �t -I-I- - -I- -1-III ______ __ _� BEAM SIZES 6°x6' P.T. POST FROM EXISTWG TITLE: _ ____ _ III TYP.ALL RAFTERS O i / / � I I I I I I I I 11 II I PROPOSED 2°x8' ROOF FRAMING / / WATCH �/ ' ','/',',','/ / / / / I I I I �� 'I RAFTERS 16°O.C. EXISTING DECK / / / I l____ _______ LACED TS,TO BE 1_L_L J_ - -11 EXISTIN ROOF; /Er6tsr r /',EXISTINGROOF'//'/' x"L=L=rs�- `fi - -_ - t = ___________ N' PLAN -R HEADER P T / XIS' I G R /'/'/'/' EXISTING 2'x4" RAFTERS ____________ FLU5H w/ 'EXISTING ROOF', /',''' ' ' , ,' LDPE ' ' ' SCALE:1/8"=V-0" A EA / i, /'/ RAFTERS / / / EXTEND D ROOF TO BE REMOVED DORME 0 1 2 4 8 /EXTENDED- A - PROJECT#: SHEET PORCH ROOF o A.7 ROOF PLAN 16-02 SA SCALE:1/8'=1'-0' DATE: OF 11/28/16 C J � NOTES ZONING SUMMARY 1. VERTICAL DATUM IS NAWD88 (HORIZONTAL NAD83) ZONING DISTRICT: CRAIGVILLE VILLAGE NEIGHBORHOOD -CV 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO REQUIRED: EXISTING: PROPOSED: NOTE LOT SIZE DOES NOT INCLUDE THE FEE OWNED IN BE USED FOR LOT LINE STAKING OR ANY OTHER MIN. LOT SIZE 87,120 S.F. 12,392 S.F. 12,392 S.F. UNCONSTRUCTED R.O.W. OF OCEAN AVE PURPOSE. OR MAP 226 PCL 32 OWNED IN COMMON WITH LOCUS � 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING MIN. LOT FRONTAGE 75 FRONT SETBACK 15'(OR EXIST ) 126 126.01 0.8'126.01 LOT SIZE WOULD BE 26,982 SF INCLUSIVE OF THESE MIN. . DIGSAFE (1-888-344-7233) AND VERIFYING THE AREAS. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES MIN. SIDE SETBACK 10' (OR EXIST.) 17.4' 17.4' ac° N `• PRIOR TO COMMENCEMENT OF WORK. MIN. REAR SETBACK 10' 34.9' 34.9' ' � HARDSCAPE CALCULATIONS: 4. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE MAX. BUILDING HEIGHT 30 (OR EXIST) 31.5 31.5 t WITH TOWN. EXISTING 9 BDRM 2004 T5 SYSTEM WITH MAX. BUILDING COVERAGE 1,895 S.F. 2,701 S.F. 2,538 S.F.* PASSING INSPECTION 9-29-2015. MAX. LOT COVERAGE 3,300 S.F. 4,328 S.F. 4,135 S.F.* HARDSCAPE WITHIN BANK 0-50' 50-100' ��' Locus 5. WETLAND DELINEATION BY HAMLYN CONSULTING. GROSS FLOOR AREA <25% INC. SP 7,715 S.F. 6,643 S.F.* 4 e. o�seshoe Lr� EXISTING: 730 SF 2273 SF 1325 SF �(b 6. SEE BUILDING PLANS BY NORTHSIDE DESIGN FOR SITE IS LOCATED WITHIN CRAIGVILLE VILLAGE NEIGHBORHOOD OVERLAY DISTRICT Q.- DETAILS ON HOME IMPROVEMENTS AND FLOOR AREAS, * LESS THAN 25% INCREASE IN GROSS FLOOR AREA OF STRUCTURES AND PROPOSED: 547 SF 2351 SF 1237 SF /Ooa EXISTING BASEMENT AREA BELOW PORCH IS TO BE LESS THAN 10% INCREASE IN LOT COVERAGE OF HOME/SITE IN EXISTENCE AS REMOVED AND REPLACED WITH OPEN PILES AND ONLY Road HOME BEST FOUNDATION NDATIBED BY DTOAREDAIN. MULTI PLANS.LEVEL OF OF DULYTHE 1, 1989ING 6B BY PERMIT PER SECTION 240-131.4(D)(2)(0)(4 +`) INCREASE: -183 SF 78 SF -88 SF B ion eoch Nantucket MAP 226 P L 0 3 Sound 1 / RICHARD B R L / 7102/8 /�� LOCUS MAP SCALE 1"=2000't �o ASSESSORS MAP 226 PARCEL 27 2 "b LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 13) & X (AREA OF MINIMAL FLOOD HAZARD) AS 0o F MAP 226 PCL 027 SHOWN ON COMMUNITY PANEL #25001CO564J #29 VINE AVE DATED 7 16 14 HOUSE IS NOT MAPPED IN A BRADFORD TRULL TR. FLOOD HAZARD ZONE. HISTORICALLY 29 VINE AVE / MOWED CVILLE, MA LAWN AREA 21990/8 SEE NOTE BELOW OWNERS OF RECORD INNER RIPgRigN ZONE / CB 100, / FND KEVIN SHEA AND KIMBERLY BLAKE EXISTING HUSBAND AND WIFE AS TENANTS BY THE ENTIRETY A / 5 FOUNDATION OLD BOATHOUSE 166 GOOD HILL ROAD, WESTON, CT 06883 / g O / O J / FN Irl co r4 R— q.a 6 A / MAP 226 PCL 032 ��/ \/ OUTER R REV R_R=ICES z / #21 OCEAN AVE. / J� �. Mqp �PARIgN / KEVIN SHEA / :.'' 7 2 ZONE 1 z DB 29427 PG 282 Q �_// / L7 0" / o s �iy s a� EXISTING N DEED BOOK 29427 PG 282 �q 9 ti S Fq ( 0 6 / PLAN BOOK 185 PAGE 91 . .... g2�Fy �F STAIRS / z REMOVE EXISTING RETAINING c� �,/ m / �. 0� 2 s A, WALL, REGRADE TO NATURAL C� C�,:/ / �<v (G N 2 Sq ` ? �6 TO BE // 'N OFr / Q dgsy ZHOFMS STOP MOWING AREA ��/ O� / o. . C 82 / •\ / s ° A c SLOPE, ,. , " n„F� o' i ti ALLOW TO REVERT TO NATURAL 2 / . , p1. TiN c, s FRy OjA!a VEGETATION. .�� .'. .'.'.'. . �yc Fro "Cl civ!L �.XSVW3 .'o ppRN1� /�-'c�3 '� moo'` '_ / No 46502 Q WLL/SILT .� .� .. N eF�pW / //Q2Q Al- FENCE EXISTING / /� DANIEL A. OJALA PLS PE DATE DWELLING q�� , �o�� / SITE PLAN OF TMAP OWN20F BARNSTABLE / �� / // C�r� �/ --2�'p \ \�Fp ��\` #19 VINE AVENUE (MARSH) /, � ;' o ` �A p CENTERVILLE MA .. ... .. . . . '.' ... � �-!' 7 :.:.:.:.. . . .:.'. .'.\.' N / / �o / N PREPARED FOR ti Fgp �/ ��`� ' KEVIN SHEA & KIMBERLY BLAKE 50 DATE: NOVEMBER 1, 2016 STORA N 1 N ; EXISTING / REVISED: 11-11-2016 (ADJUST ZONING DATA TABLE) AR '` 2 - \I. SEPTIC SYSTEM 20 %%/ / REVISED: 11-14-2016 (CONSCOM NOTES WALL/LAWN) 2,5 5 SF �,�! } 97 REMAIN i/ /�' / REVISED: 11-30-2016 (UPDATED ZONING SUMMARY) MAP 226 PCL 025 REVISED: 12-19-2016 (REVISED BUILDING PLANS) Qom/ FRED B & LEONORA A. REVISED: 2-9-2017 (SEPTIC TANK LOCATION) QQ/ WILLIAMS REVISED: 12-14-2017 (REDUCE ADDITION FOOTPRINT) p� DB 15731 PG 306 26 PROSPECT AVE CENTERVILLE, MA off 508-362-4541 / I fox 508-362-9880 MA 226 PCL 026 / Scale: 1"= 20' / downcope.com N#7 AVE OWO cape engineering, inc. NANCY DRAKE ANSEN / C/V/l engineers 16 SOU VIEW DR. / 0 10 20 30 40 50 FEET 9 KEENE N 0343 land surveyors z 939 Main Street ( R to 6A) \ �.0 / YARMOU THPOR T MA 02675 rr 10 / / fQ� /�' a 16-121 SHEA REV.dwg