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Home My WebLink About0700 SOUTH MAIN STREET IIIIIIIIIIIIIIIIIIIIItill, 4 IIIIIIIIIIIIIITIiX I IIIIItlIIIIIIIIlII4L iIIIIfj 1p El I,14 IIIIIinn lip ITIIIIIITIITIIIIIIIIItIIIIIT Assessor's office(1st Floor): -4 TIC SYSTElilh WST BE Assessor's map and lot number MAP /9-6 Mfie-6L INSTALLED IN COS Pf ANC Board of Health(3rd floor): WITH TITLE 5 d� Sewage Permit number ENVIRONMENTAL GODS A Engineering Department(3rd floor): seassrantc 7 1639 House number f�� '� i0 �� a� s oo �a3o Definitive Plan Approved by Planning Board 19 �o err d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only A P p R o-v gOWN OF - BARNSTABLE "rut bx'con"r"isoac� ILDING INSPECTOR 16 - S1 (CATION FOR PER! 11f�� TYPE OF CONSTRUCTION tP 19 � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: _. Location -7 0 7 M 4/N ' 57- 6C.A17EP— V(LLE L-6)7— Proposed Use Gr°�"f9`T��N �` C19g�9ye9 Zoning District Fire District 42 z- Name of Owner IM L R11 V E C N Address 707 19-//1/ 57- C9:A/79�P—11l L LE Name of Builder �'� ,\1 S�,D E g l- 0 Address �cs e��R (/!L� Name of Architect Address CO 76) Number of Rooms Foundation 6000DFAII P S Exterior CL'fi P6MR S ��6 L-- Roofing �S L Floors Ai-7 7- Interior 101/VE -t` Ca YP5 01l' Heating 54ECT � � P01H I' Plumbing '10110,ov Fireplace �0A16 Approximate Cost 9✓r Area d Diagram of Lot and Building with Dimensions Feef©� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding t`he above construction. Name Construction Supervisor's License 5 yS r{ . No 3 40 11 Permit Fo Rigild a BOATHOUSE Acdesso to: { Single .Famix#0-14 Dwellin Location 707 ManStreet Owner 1, ..Mel Ra ec�h Type of Construction Frame r Plot Lot - • 1 = • October -17 �` �90 Permit Granted 19 r i Date of Inspection 19 {{ Date Completed- 19 F .. '1 taro •'� � i . • d .^ K i �7 a ' t' L -;-H e..-.P.r�,� a,} i 1 i f� _ i. in n t to f� u.,� ��' s _` t + Fy 4 { K ••5 t "`..-s.H.i r WVI and.-.lot number Assesaor s .map' ^ ! i a , FTNE Sewage Permit 'number; ' r7 „Cti� .. ;. ,. { l Z B9HHST�LE i r ? Y House number a/G 7 , r aae + ; 1�;ilk Vt'f." V�,. ; � e L NS 1 , • : 5- 1 ]� S a I t. x t "APPLICATION FOR PERMIT- TO x, TYPE ;OF CONSTRUCTION. I � chi>.. r� `^.?11�14.. .. .. ... TO THE INSPECTO.R'OF BUILDINGS:` y The_ undersigned hereby applies, for a permit` according to the .following information: Location ........ Proposed Use _, / Zoning Distract .:....... ... ,.�C�..� Gfi/7 i/�,9 :Fire District .. C"7 �;//i L/!.' ! ti 9 '-/!i�� /'7f'/ �F / � �/11f1/%(/;//1/Illy..........................................+ .,�) l/ ' Name of Owner.".............. ;......,.... �....... .... .....Address , Name of Builder' : / �J/.J!j/IU�7 hf � �(I1�/ �11/ ....................................� a, Address ............. /... ! �/.flrJ Name of.Architect' -�,U I/D•f7�„�)....y` ...... ..Address1��1 a ^M Number of Room ? ............ 1.... Foundation .... f} ��rf' A (}''�� P j�(-Y S—�/rl� �' Exlerior ..+................ ...../� .:.Roofing ,r!,�r� a I / floors CI.GU�i.�.(........ ......... ........ .....:.Intenor .,, .{W�.fs? ......... ...... .. a .... ."HeatingG,� :.........,.'Plumbing ,�./ .. ........ ...... .. .... .... } Fore lace Approximate Cost .�� p ........... ...... ..... pp 19 - ., . ' r Definitive Plan Approved'.by Planning Board _____ ______ _______ _ Area ................................... t . . '. � ,. .:� � •` +� .... _ Diagram of Lot. and Build with Ding• imensions Fee .......... ... �...." SUBJECT TO APPROVAL 'OF BOARD OF' HEALTH - . � Y J toll— LO rl J ' 1 J I hereby agree to, conform to.all:',the Rules and Regulations,of the Town of,Barnstable regarding the, above 'construction.' l�t.c GG0 /l� ✓� 7 - ... .. - ( �iv�� G l I Name �- 7_..y,...F__4.�...�t .:«t..aw2 it=4.a .:. x.....,v.c,±,k•:x.�.?,.-...tom. Y,�zi.?......�: �.�yx.:SaeU.,'..ya:.:...3,...�}:_ .__F.,..,..:. ;;r.,.s��..: �. "�.:.na..x >t ..«rt -.;, n..,?-u qoqWRF A=186-66 \/ D�� I�� ATTORNEY N. o Permit forkn�odel ` . . . . . . Dwe I ' ' �� ....................... ' - . ' Location .J8T..ag.iAtb... 3 -- .................... ................................ Attorney Melvin Raveoh "="e' . � Type of ConstructionFrameon ---------_---- ' ` � Plot ' �Permit Granted ...... � Date of Inspection � . CompletedDate . � _~ ��amn� REFUSED _---. -------. lA � .................................. ------------' ` ro ................... - - -�'I . ----. .............. . .`.'- ..L ./-../--./-.---. ----------`----.-----.-----.. � Approved ' ................................................ lQ --------'--------^---------' � ---------------------^^---^' | ^ | pFt„E Tp,,, Town of Barnstable *Permit#1�1 (9 5 9 CO Expires 6 monthsfrom issue date w : IARNSUBLS, : Regulatory Services Fee bo 9c5 63g MASS. tb �� Thomas F.Geiler,Director � Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 � _�, Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAIM� ZQ05 Not Valid without Red X-Press Imprint TOWN OF BARNSTABLE . Map/parcel Number Property Address ®O =� n�"�-t ! A t►.1 S"('. C NT�{E y t t_�. ) t-A A o 2.6 3 Z. Residential Value of Work 64 1 Owner's Name&Address W k L-L-+ H tM Pytj D 5 U SA,'y (SoL-�9"11 !>S2.Cr Z�sO �v�iEt (�tAtN ST Mr-VIL -E- MA 0-2-E32- Contractor's Name C. R tJ IE wTO BJ $ G . Telephone Number �5 U g — 9 2 g -9y 1-j Home Improvement Contractor License#(if applicable) O-1 8 IR Construction Supervisor's License#(if applicable] 0 d-H 9 Z• ❑Workman's Compensation Insurance Check one: r` ❑ I am a sole proprietor ❑ I am the Homeowner ® I have Worker's Compensation Insurance Insurance Company Name DO w LA w G- A-N D o 1J 15-7 t 1- Workman's Comp.Policy# W C-q -1 b cl 2�;7 O-f-7 Permit Request(check box) SIRe-roof(stripping old shingles) All construction debris will be taken to �Oyf-V ❑Re-roof(not stripping. Going over existing layers of roof) VRe-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Revised121901 Aug 29 05 03_50p BIII Golderberg v 508-778-0036 p.1 i x.•. � r u..0 Lei\J ii 1L T'Nl7C. tl d 1T Town of Barnstable Reg*atory Services a'* 11vomm 1.fluter,Dtredor 'tea Building D"ton Tom Perry, Bui]dWg CoznmUd6ner 200 Win Street, Hysmda,MA 0:601 www.vwn.btrrjtablr.-mt.us Offing: 508-862.4038 Fax: 508-790-6230 Property Owner Must Ci0Y7 pkte and Sign This Section If Using A Builder I, William Goldenberg y as Owner of the subject preperry bcrebyauthorize C.H. Newton Hui ldeze. Inc. to act 0a Myybehali in Z umauto relative ro work euehorized by this bu2diag pern it application for 700 South Main Street, Centerville, MA 02632 dnss-of!o ti u re olf5wolr Date Q.Fc�s:awxrrusaro� , In aacordantw vvith the provisions of MGL c 40, S S4, a Number condition of Building Permit is disposed of in a prepe-lv Licensed solid waste dispesa(bris f2c�ity as dcfined by MG from this work- shalt bs 150A. L c 11I, S The debris will b,� disposed of in: Bourne j catioa of Faciiity) �ratu" of F:-Mit Applicant David L. Newton oy° BOARD OF BUILDING REGULATIONS icense: CONSTRUCTION SUPERVISOR Number: CS O46192 ''Expires: 09/19/2005 Tr, no: 5031 Restricted: 00 DAVID L NEWTON PO BOX 922 �—� FALMOUTH, MA 02541 Administrator Y' c c ' r c r �il� ��rsGCifLtld6td r 11� �� LA c Teri Board of Building Regula ions and. Standards One Ashburton place - ]doom 1301 C Boston_ Massachusetts 02108 Home Im rovernenl, 4tractor Registration L Registration: 107888 { — Type: Private Corporation Expiration: 8/10/2006 C.H. NEWTON BUILDERS, INC.David Newton - PO BOX 922Falmouth, MA MA 02541 Update Address and return card.?rIarlr reasmn for change c 6PS-GA1 0 50NOW4-Giatz16 - -.~y [] Address ❑ Reuewat ❑ Sroptoynwat U t.ost Card --- -.......-.._.. _.. .... . ...... ._.....-..........._........ . _ .. .. ✓rds <rnle9umrrul �?�,• a,�acrE.rae3 C Hoard of Building Regulations find Staadards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR Wore the expiration date. H found return to: Board of Rading Regulations and Standards ReBislratloit: 1o788B One Ashburton Place Rm 1301 19=06 toai lia 02103 _�=fiylf�_F;rgvate Gorpmralian C.H.NEWTON DfA'P'9.WtNC. .` 549 plain Rd 28A _+ [ - �i't,�`✓ —.. �J� WU Falmovlh,MA02541 Administrator Not valid withautsignature i - s n f KASIL Town of Barnstable Planning Board Notice of Approval Not Required(ANR)Plan Endorsement 790 South Main, LLC Owner/Applicant: 760 South Main,LLC E Property Address: 700 Southr Main Street Centerville,MA Assessor's Map/Parcel: Map 186 Parcel 037 Zoning: RD-rand RPOD At the regular scheduled Planning Board meeting of November 24,2o14,the Board unanimously voted to endorse the.land division plan entitled"Plan of Land for 700 South Main LLC.Showing,a Subdivision of Land Court Plan i287oA 700,South Main Street Centerville,Barnstable,MA"dated August 20,.2014 as drawn by.Holmes&McGrath' Inc.,andstarnped by:Michael McGrath,Professional.Land Surveyor,as,an, Approval Not Required Plan. The purpose of the.plan is to divide a 3.45-acre parcel of land'(2.35 acres.upland and 1.1 acres wetland)into two lots pursuant to.MGL Chapter 41 Section-81-L that!exempts for subdivision control"the division of a, tract of land on which two or more buildings were standing when the subdivision control law went into: effect in the city or town in which the'land lies.:into separate lots on each of which one such buildings remain standing:.." The plan divides the parcel.into two lots. Lot 1 is shown as an 81,138 sq.ft.lot with 65,453a14-ft.of upland (1.5o acres)fronting 278.714eet'on South Main Street. That.lot encompasses the larger,3-bedroom dwelling: Lot 2 is shown as a 63,293sq.ft.lot with 37,143 sq.ft.of upland(o.85 acres)fronting 2o.o54eet on. South Main Street. That lot encompasses the smaller,2-bedroom cottage dwelling. Neither lot conforms to the-2-acre upland minimum;lot area requirement of the:Resource Protection Overlay District nor do they conform to the maximum lot shape factor requirement for residential lots. Bulk, Variance No 2014-027&o36 has been issued;by the'Zoning Board-of AppeaIs,for the proposed new lots. The Variance is filed with the,Barnstable,Land Court"Registry as Document:1,2553,802. The ANR application and plan were submitted'to the-Town Clerk's Office on November 3.8 2014,and processed in accordance with MGL Chapter 4l,Section 81-P,Approval under the Subdivision Control''Law Not Required. A copy of the:plan can befound in the Town Wide Drive—T,_under GMD—Planning Board Approved ANR&Subdivision'Plan-"AN R-186=037-0-00-700South Main Street LLC". Respectfully submitted on behalf,of.the Board" ' Arthur P.Traczyk,Rego, atory-Review/Design'Planner Dated copy: Applicant(c/o Attorney Eliza Cox) Jeff Rudziak,Director Assessing Department: Frank Schlegel,DPW James Benoit,Information Systems GIS. File ANR-i86-0377000=700 South Main Street LLC S f c 4 / / , ' � - 2. R Aa ` .1R % ,~ w�f a EAR 1L- r a. t a ly >t� `t . oc > . �4 l-7�-�1'.I.,.r,�.�:-l...I'.'-"..,...�.�.'...,1��..'.�.,.'.:..�....!�.,i-'�.�i..l.�..'�_,..�:�c...-.:,..J.;.--1-."0,,,..;n�...'.,_�,.�A 1 fio...'4 NUMBER 700A' 70, 2 ASSfiS901Y5 NUMBER.MkP 18B-PAROEL 0S7 ' 3 ZOlUNG;.prsBBCi RBFB Y ♦ a 4_nQQS^.NAZARQ YONES B B C I a r '' s6 S.REFERENCE.la�NO COURT Ftmd 7287--A ..L..-,:I_-�.I_.WI1. B OWNE(C.>>00 SOUINMAIN!40 '-.,3.:�'.�':,1 I::.::... ,F} r ._r" a r 7 nlE;tpY5 yNOWR•ON-:7fNs{+tAN ARE``s78,r,r 7 is' T0.4'OAIPl1ANCE tN,M'AC},4T)NBITbNS.0<111E ,.;a s . �!-. '+" T M, BARy5TRBlE;4GNBRi BDARJf"BF _:.. eT f "-4 .•20fA.OT7 ANDA30 038�DATED RJLYXIe r f N 2014 AND FILER AS.BGtx1NENi-N0 1.253802, �fy 0"l1 6b �� S I \ �• 1 r ,m i/a _ . \\a 'n Mmm:ie c 4 .#, \ .'. jf /1 sr r ,��. :. . o �LOT 2\�\ 70NING ftEf�lilF2EMEN— D SE.o'\�" 's c s I APEa el lzo S.0 MNINUN fPPOb} :�..;-'-.:�!.":.:..I.....�'.,...._...'..-�A.:.-.�.].I.--.�..:..�'..�..*.";:!..�.�...,.,-.I.1:._�..�.�,..."LI-�''%..,*�.....:-_..�..&-.I...,...�:_.:..,..'.."..,,.....:"."l,�.,:.�,.1....--:��..,.,.'.�.'--.�I_l.�.,:I-m'I...!.,.,....."'..�.-.,�:,,..".-..�.....,!-:...'..�..:.�....I7�,-,.�.I..,,,j*.I-:1,,.,�'...'II`:I!%!:��4 m...�i.:�.,��..II�:.:.".-�.I,,.�_..1,,,;.I.�::'-�.j,.�:,*;J,.P.".e_.-��_�,�1,.,�.1i,-��.....".::i��..,.'.,._',..'�O""�4-.:.."."-�!1..,��,�q_.��,..:.�._-��',",�;:.I-''.�1-�-,..f,4..��.�..'..:.:.�..�'�.�1..�:��.V:-.-"''��'�..',1�1,':-...L�..�:I,,!7".,:I.i-".�-,:.'I�..,,'t_�.�,.,�.,:-"..:....:�-�13��:.�.��.',:..:I:.I�:...'i'.��",�..�:��;.I-.."''"�I..,.I1.-.!..,—;—,..,'�a'I:;,...�',�.';l.':;b.!.��.1_p,,...,*,�:.._IL�,_1..'I:lz.,..,.....?I.�..,i..,.._:."---.t:.'1.,��:��_��:..�,_�..1_..I-I"I.,_�...�,�.....'..�.'..;,.,-,4.-:_�...;".1L.:*�-:..-1_-.....,II�r..��f,.4...�:.1�-�,l��,_1....,�::.�.:.I.:��.:�I..I�.'..."�.4:�.;��.�.��I..,-�....��.-:.�1'..,�.Iv.'.-'.., ,�-'.:,'.;....��:__�-��.I,-.-,..'�-1".:�*,I"I.-..�.....��.,fI..-..:�L��.�'..�-�,�:,"....�,,..��.._,.�...�",...:.,;.�.w,,."�I:�':.I-.7.;.�-..:.:;:�II...I.�� i t4' \ '/ 6 r a 'Z ^ +Rt ] \\ FRONTAGE:20 fNNWIRA'! 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V AN81AC/'pft m11:y{'&h-r�. gv)ST 9NA'OE„ATKN s6 z /'/ 'T' $i jF 8.iMl Il uI b E./� �F } ALL YGSU<Lp6f8 T,1FN.:WT1 FD4!R4FSS.ORBHaL9E x0Tf0. Y / 61 z..-'' ' I - . . a n c 6 . 1 Xr/BET crNRrY THAT 111E I= �\ ,y/ .AGI'"�eue rNi iNAfu.E moNiwe ,' %,\ cw / MKb0U8 PIAN'APPPDM W - / ?Y K. WMla0.µtAM.BP. 1 911g1 Yg '.!1 �` CMtl dSrAN IK AN1'-.>44 p- 1CURRkD - 40 SV R 1�TRVE \ T yl \ .. +1 olf,sua 1sc Afm KD aacwa¢- /` _��\��`��` a4 NQlIIES ANO Mrw' 41C I\.. i l y .'�-. . 1'. " ,* ev rtEvs�m ro4 . M ) • 4 - a M AIN ) RgnntArtO 0 t y mw . 1m+0 9me -fld4 32 0 -/ ';5 5 52 2�W 288 �j�}ZfISTAB ;PLANNING BOA �: = ._BARNSTABLE Pt'ANNi}10 BOARD;APMOVAL UNDER - .r.TNE..SLBtlINSiON TRd.LAW NOT�RFAUIPEO- _ PATS; 1- Q�k^=^Z ' �� :_. '" .:, _ ". -. N1�Ou'.DnE�rI.ERAIINRRON;AS 70 CWAPLIAXCE VI[IFf THE :. ..: c MJ:�`••v ODR+ANCE:REWIRENENTSHAS BEEN -::: liAOEtOR 8{TEMIEC$T THE ABOME:ENOORSEMEHT'" `.. i .. ,.: - z> . -..h a`� I,I�iPCmATNTM-- t''. r Al TFRNAIF CTRFFT.LINF - - .': �ETAI awnpTN T9H7 Ca NT4 B 4- - 3_ _ ..aA> . PLAN.'OF LAND 6a,m ° •••t�..•4 x: Y00•SOUTH MAIN LLC R-x1 4ei L18iN'umur,� e SXOYANG A'SUBDINSItlN OF AND GOJPT FLAN/2870A `xm 1R .. ww.rn `a X '70o SOUTH M.- STREET {1{gl,1 �: SOUTH MAIN- STREET §al cEwTEPwuE 9ARNSTABLE NA. 1 '.. .. 9 STATE:iWw Y8{li, llE1E9PUY.,I.CG L — AW,$_i.N1X) � a JS is SCALE+ 30., DATE AOC 20 mb. i 2 ` woE -,4ca vm a { -aiolmes aod;mc�roth;;lnc - -:; mull Mle Adi d09)'.S/8-.154i'riNMp .-i: ozsm •sce,-ssn E �DRANTt ,WB..f;, CMECICED :itOB M(7.,¢4200 W6S:N0..eB-f-RP':ISHEEF.1 .r i 1. . - E I . . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION , t Map 6 Parcel ®,�7 Application # o l s� wm Health Division Date Issued 31- /� Conservation Division QY' Application Fee 5 Planning Dept. Permit Fee Ia:?2 . Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 7 � o jA ;A( Village Ownerh4,Q 5'eqNS504 Address 7 SoA dUn -5tr - Telephone qq�� Permit Request K m I 4C4 and { r � Square feet: 1st floor: existing �N 1' To proposed � 2nd floor: existing proposed tal'hew°.Tj Zoning District VC U Flood Plain B 4C Groundwater Overlay - Project Valuation• 610 —Construction Type =? ° Lot Size 29 7, 1�0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 0 _ Historic House: g Yes ❑ No On Old King's Highway: ❑Yes 81 No Basement Type: ❑ Full A Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: 3 existing new Total Room Count (not including baths): existing /0 new Q First Floor Room Count Heat Type and Fuel: W Gas ❑ Oil ❑ Electric ❑ Other Central Air: I Yes ❑ No Fireplaces: Existing J New 0 Existing wood/coal stove: ❑Yes ❑ No Detached garage: V existing ❑ new size_Pool: ❑ existing ❑ new -size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal ## Recorded ❑ Commercial ❑Yes No If yes, site plan review # Proposed Use k LS i� n Current Use ��.i��Q,��L _ p �l ' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 161P_ 4 Telephone Number . 't -�. �! ' ' 5 J Address fl , Da License # L 5-9� w2,4 Rd sic a #4'040A4 Home Improvement Contractor# 10 7 Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -'1�e � SIGNATURE ! DATE FOR OFFICIAL USE ONLY „APPLICATION# DATEISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME `i N115 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL w, GAS: ROUGH FINAL r FINAL BUILDING 911111 1 DATE CLOSED OUT ASSOCIATION PLAN NO. � rr�nt<rorm: The Conrataoarwealthoftllassachusetls .Depraatnrent of Industrial Accidents Office of Inves4gwions I Congress i*ee4 ,quite 100 Boston,MA 02114 2017 www mrsss.gov/dia 'workers' Compensation Insurance Affidavit:Builders/Cosntractors/lJlectziciatas/Pluaxnbers Applicant Information Please Print Leaiblly Name(Business/organization/ludividual): (�1A Address: City/State/Zip: Phone#: SO,? - y Are von an employer?Check the appropriate box: 'l`y 1. I am a employer with� ❑ pe of project(required): I am a general contractor and I 6. ❑Nev-construction � _ 4, employees(full and/or part-time). hm a hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling slip and have no employees These sub-contractors have S. ❑Demolition Nvorking for me in any capacity. employees and hm-e v-orlcers' 9. ❑Building addition [No workers'comp,insurance comp.insurance.+ required.] 3. ❑ We are a corporation and its 10.❑Electdcal repairs or additions 3.❑ I am a homeowner doing all work- officers have exercised their 11.❑Plumbing.repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t C. 152.§1(4),and v=e have.no employees. [No workers' 13-El Other comp.insurance required.] iA y applicautthat checks boxf-1 must also fill outthe section below showing their workers'compensation policy information. Homeowners who submitthis affidavit indicating they are doing all worts and then hire outside conttactors must submit anew affidavit indicating such. +Contractors that check.this box must attached an additional sheet showing the name of the subcontractors and state whether or notthose entities have employees. If the sub-contractor;have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees: Below is the pow and job sate information. Insurance Company Name: F-F Cfi+7 - L y 5�3R t\LCei t. r n►�ant�F... . Policy#or Self ins.Lic.#: L0 el A oo-7.-;3,1 t I-a Expiration Date: Sob Site Address: 100 5• M Gig Sfi r � City/State/Zip:UhA rVi11 e Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration dote). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Invesligafions of the DIA for insurance coverage verification. I do hereby certifi-wider the orozation prmlided abm a is true and correct Sitature: Date: -_... r. .�5._. ....._..__ Phone#:- ,5n g -6 w g-- 135 3 official use onty. Igo not write in this area,to be completed Iry city or tmm official City or-Town- ketmitUcroseit IsguingAuthority(circle one): 1.Board of Health 2.Building(Department 3.City/Town Cleric 4.Electrical IWector a Plumbing Inspector 6.Other Contact Person: Phone#: Client#:3248 2NEWTONCH DATE(M WDDIYYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 02119/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.if SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8 O'Neil PHONE 508 775-1620 5087781218 AIC No Ext: A/C No: Insurance Agency E.MaIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURERS AFFORDING COVERAGE NAICr Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED s INSURER B C.H. Newton Builders,Inc INSURER C: PO Box 399 INSURER D West Falmouth,MA 02574 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE I R WV, POLICY NUMBER IVFAf R POLICY EFF RMAI POLICY EXP LIMITS A GENERAL LIABILITY CPA005747626 1/01/2015 01/011201113 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES ER OD ce $250,000 CLAIMS-MADE n OCCUR MED EXP one person $5,000 X Bli PD Ded:250 PERSONAL iI ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JPER LOC $ AUTOMOBILE LIABILITY EaMacciden BINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE NON-OWNED Per accident) $ HIREDAUTOS AUTOS UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WC $ A WORKERS COMPENSATION WCA007321123 1/01/2015 01/01/201 X TORYII IT OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y I N E.L.EACH ACCIDENT $500,000 OFFICERWEMBER EXCLUDED? n N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 f yes describe under D ESC RIPTION OF OPERATIONS belowE.L.DISEASE-POLICY LIMIT $500 OOO DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: 700 South Main Street Centerville, MA 02632 Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 i AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S145622IM145621 MAK f nor _ lit Town of Barnstable Re' ulator g y Services. Thomas F.Gaer,Director Building Division Thomas PPerty;:CBo Bulldwi g.Commissioner 200 Main.Street; Hyannis;MA 02601 www town.barnstable.ma us Office: 5.08.-8624038 Fax:, 508490=6230 Property Owner Must Complete and 'Sgn This Section . HUM mg A Builder I_ as Chvner of the subject property hereby authorize to act:ori:inp behalf, In all natters.relative to work autho.tized by this building pern ut.application fort f •DO .V rr J�r2 »4v—t1/rL,p— (Address of Jab). a SignaCure of Owner Date Print Name If I'roperty:Owuer Is;app4W.for perbnit,please complete tho Homeowners License]Exemption Form on the reverse,side. C lUsers*ool[WAmDau\I:ooaN&,l rosofi WindgvislTcmpormy Int=etFiles\Contort.QutlooL\DDV87AAZOTRESS.doc Reviser 072I10 Massaousefits -Department of Public SafetM1 y � Board of Buttding,Reguta"lions:and Standards ' Gnnstructon'Suiserii�or . ,� �.. . License: 0S446192 106 WNITMAR RD ' Cotui"t MA.026357: _ t=xpiration :..Commissioner,,-.:::: 09/19/201 p. f f� • �� a�riiuiooauneiilC�a��Clll�raesac/%%w�l� Office of Consumer Affairs&Busmcss.Regulation OMEIMPROVEMENT-CONTRACTOR. egistration �107888" T.. yp Ezpiration �8/10%2-016 P.ryate'Cdrgoration.' s CH.NEWTON BUILDERS INC r.David Nevuton W.F. hbUtfi MA 02541 Undersecretary. 1 f � Ix17 2 x 8 ROOF RAFTERS @ 16"OC. 2 x 6 CEILING JOISTS @ 16"OC. 3-2 x 8 HDR WITH 1/2"PLYWOOD BETWEEN p:{,fi,'.u}::ii4ki�,.;y�ie% ,d96!j.� :[;:f': •fi�`i;; :li's CUPOLA ELE: ;��, 4�9� may: jai I``Ih W 77 LIL ELEVATION SCALE: 3/8" = 1' CUPOLA I i JOBNAME: JOB NUMBER: 700 MAIN ST ADDRESS: 700 MAIN ST BARNSTABLE, MA .beacon ROOM: millwork CUPOLA CONCEPT SKETCH DWG NO: DATE: 2/18/15 REV. (1) REV.(2) Drawn by: SRO REV.(3) j �. Doi_: 1:253 s S02 09-11-2014 10=15 BARNSTABLE LAND COURT REGISTRY Town of Barnstable Zoning Board of Appeals Decision and Notice Variance Nos.2014-027 &2014-036--700 South Main, LLC §240-11(E) & §240-36(D)—Minimum Lot Area Requirements &§240-7(D) Lot Shape Factor J To divide a lot to create two lots with one dwelling on each Svmmary: Granted with Conditions Petitioner: 700 South Main,LLC Property Address: 700 South Main Street,Centerville Assessor's Map/Parcel:. 186/037 Zoning: Residence D-1,Resource Protection Overlay District Hearing Date: July 09,2014 Recording Information: Deed: Certificate 203014 Plan: LC Plan 12870-A Background & Relief Requested In Appeal Nos. 2014-027 and 2014-036, 700 South Main, LLC sought relief from the one-acre minimum lot area requirement of the RD-1 District, the two acre minimum lot area requirement of the Resource Protection Overlay District and from the maximum lot shape factor requirements of the ordinance. The applicant sought to divide the subject property into two lots with 66,500 sq.ft (1.53 acres) and 36,100 sq.ft (.83 acres) of upland land area, respectively. The subject property consisted of 2.35 acres of upland and 1.1 acres of wetland. Proposed Lot 1 would contain a historic sea captain's home and the cluster of three accessory structures and proposed Lot 2 would contain a historic cottage and barn. Lot 2 was proposed to be a panhandled lot with the required 20 feet of frontage on South Main Street and meeting the 125'lot width requirement at-the building setback line. The structures on the lot would remain compliant with the minimum setback requirements of the Zoning Ordinance. Procedural & Hearing Summary Appeal Nos. 2014-027 and 2014-036 for variances from lot area-and lot shape factor requirements were filed at the Town Clerk's Office and office of the Zoning Board of Appeals on May 8, 2014 and June 11, 2014 r respectively. For each application, a public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing for Appeal No. 2014-027 was opened.June 11, 2014 and continued to July 9, 2014. The hearing for Appeal No. 2014-036 was also opened on July 9,,2014, at which time the Board found to grant the variances subject to conditions. Board Members deciding this appeal were Craig Larson, Brian Florence, Alex Rodolakis, George Zevitas and Herbert Bodensiek. Attorney Eliza Cox represented the applicant before the Board; David Newton, manager of 700 South Main, LLC was also present. Attorney Cox provided an overview of the property and the existing development on the lot, noting the lawful preexisting nonconforming use and the presence of two historic structures as a unique topographic condition. She presented a summary of the . relief requested and confirmed that each dwelling had its own septic system and that the systems' setbacks would be compliant with Board of Health regulations. She indicated the two lots would' have a shared curb cut with the benefit of an easement. Attorney Cox stated that granting the request would eliminate a nonconformity of use and would not intensify the existing level of development on the property or be discernable to the public. She compared the area of the proposed lots to surrounding lots. Attomey.Cox discussed the -Town of Barnstable Zoning Board of Appeals—Decision and Notice ' Variance No.2014-027&2014-036--700 South Main,LLC provisions of MGL Chapter 41 Section 81-L and prior relief granted by the Board for division of a lot containing two structures that predate zoning and subdivision regulations. The Board Chair requested public comment and no one spoke. Two letters of support were submitted to the file by abutters Morash and Triplette. Findings of Fact At the hearing on July 9, 2014, the Board unanimously made the following findings of fact for Appeal Nos. 2014-027 and 2014-036, a request for variances from minimum lot area requirements of the RD-1 District and Resource Protection Overlay District and lot shape factor requirements: 1. In Appeal No. 2014-027 and 2014-036, 700 Souih Main, LLC applied for variances from the minimum lot-area requirements of§240-11(E)RD-1 District, the minimum lot area. requirements of§240-36(D) Resource Protection Overlay District, and the lot shape factor requirements of§240-8(D)to divide a single parcel into two lots consisting of 66,500 and 36,100 square feet of upland, respectively, each containing an existing dwelling. 2. The property is located at 700 South Main Street, Centerville, MA as shown on Assessor's Map 186 as Parcel 037. It is located in the Residence D-1 and Resource Protection Overlay Districts. 3. There are circumstances•related to shape or topography of such land or•structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The lot is currently developed with two historic structures that predate both_ zoning and subdivision control. 4. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The unique nature of two dwellings on one property results in a hardship to the applicant and limits the value of the property- 5. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating fromthe intent or purpose of the zoning ordinance. The ° proposal will eliminate a nonconformity.of-use without resulting in an increase in traffic or number of curb cuts, or changes to the appearance of the property. The proposed upland area of the lots is consistent with the area of surrounding properties. The vote to accept the findings was: AYE: Craig G. Larson, Brian Florence, Alex M. Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Appeal Nos. 2014- 027 and 2014-036, variances from the minimum lot area requirements of the RD-1 District and Resource Protection Overlay District and lot shape factor requirements, subject to the following conditions: 1. Relief from the one-acre minimum lot area requirement of the RD-1 District, the two acre minimum lot area requirement of the Resource Protection Overlay District, and the lot shape factor requirements of Section 240-7(D) is granted to allow the property at 700 South Main Street, Centerville to be divided into two lots with 66,500 sq.ft(1•.53 acres)and 36,100 sq.ft (.83-acres)of-upland area, respectively. 2. The lots shall be configured as shown on draft plan entitled "Plan of Land to accompany a petition to divide land at 700,South Main Street, Centerville" dated April 28, 2014, revised June'. ' 4, 2014 drawn and stamped by Holmes &McGrath, Inc. Page 2 of 3 ,Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2014-027&2014-036—700 South Main,LLC 3. An Approval Not Required plan shall be prepared based upon the planreferenced in Condition No. 2. The plan shall incorporate a reference to this variance and notation that the lots are subject to compliance with all conditions of the variance. 4. The ANR plan shall be submitted to the Planning Board for endorsement and thereafter recorded at the Registry District of the Barnstable Land Court along with the recording of this variance. Copies of the recorded ANR plan and this decision shall be submitted to the Zoning Board of Appeal's file for this variance to be in effect. 5. Lots 1 and 2 shall be for single-family residential use in accordance with zoning. 6. There shall be no further division or reconfiguration of.the lots without approval from this. Board. 7. If the variance and Approval Not Required (ANR) plan have not been recorded at the Registry District of the Barnstable Land Court within one year from the date of issue of this variance, this variance shall expire, unless extended by the Board. The vote was: AYE: Craig G. Larson, Brian Florence, Alex M. Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Ordered Appeal Nos. 2014-027 and 2014-036, variances the minimum lot area requirements of§240-11(E) RD-1 District, the minimum lot area requirements of§240-36(D) Resource Protection Overlay District, and the lot shape factor requirements of§240-8(D)to allow the property at 700 South Main Street, Centerville to be divided into two lots with 66,500 sq.ft(1.53 acres)and 36,100 sq.ft (.83 acres)of upland area, respectively has been granted. This decision must be recorded at the Registry District of the Barnstable Land Court 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 one year unless extended. Appeals'bf this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. . arson, Chair We Signed I,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 penalties of perjury. Ann Quirk, Towh Clerk �� • • Q� '� N i town of Barnstable. a Assessing Division �g6 ,,��$ 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION May 22, 2014 RE: Adjacent Abutters List For Parcel(s) : 186-037 700 South Main St. 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 AbutterReport Page 1 of 2 Zoning Board of Appeals ZBA Abutter List for Ma & ` Parce (s): 1186037 P ( P Parties of interest are those directly opposite subject tot on any public or private street or way and abutters to abutters:Notification of all properties within 300 feet ring of the subject lot. Total Count: 27 ® Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 729 SOUTH MAIN CENTERVILLE, 185011 BAGLEY,THOMAS S STREET MA 02632 - C166127 185012001 CRAIN,RAMSAY E SS36ISLEWORTH WINDERMERE, #D1218098- COUNTRY CLUB DR FL 34786 186036001 KATZ,JOHN E& 86 BAY LANE CENTERVILLE, 4276/87- BARBARAFRANTZ MA 02632 186036002 VOGT,MARY P TR MARY P VOGT 2003 78 BAY LANE CENTERVILLE, 22526/297 TRUST MA 02632 186036003 MORASH,CLARE M 76 BAY LANE CENTERVILLE; 3526/301 MA 02632 186036004 WILBUR,JOHN D& 70 BAY LANE CENTERVILLE, 23125/5 DEBORAH A MA 02632 GOLDENBERG, WEST U-C SOUTH MAIN FAL WEST 186037 WILLIAM J& PO BOX 399 _ FALMOUTH,MA C384496• " NELLIGAN,SUSAN LLC FALMOUTH HWY 02574 TRIPLETTE 328INDERA MILLS WINSTON 186038 MARIANNE D Cr SALEM,NC 20049/300. 27101 186039001 BOUDREAU,MARK H%BOUDREAU,MARK VIVIAN NAULT 396 NORTH HYANNIS,MA BA12P1762EA PR H TR REVOCABLE TRUST STREET 02601 186039002 BRADLEY,VINCENT 88 MT VIEW AVE KINGSTON,NY 9913/13 G&D MAUREEN 12401 186040 TOBIN,]ON S& ]ON&JEANIE TOBIN 3024 EAST AVENUE ROCHESTER,NY 25666/246 JEAN TRS REV L T AGRMT 14610 186057 LITTLETON,ROBERT 23 HAYWARD ROAD CENTERVILLE, C196845 F JR MA 02632 186058 LANIGAN,CHARLES 15 HAYWARD RD CENTERVILLE, F MA 02632 C145309 UZGIRiS,EGIDIJUS EGIDIJUS&IRENE 37 CODDINGTON CENTERVILLE, . 186059 &IRENE TRS UZGIRIS L T ROAD MA 02632 25194/219 186064001 CLEARY,USA M• 3 HAYWARD ROAD 'Y 3 HAYWARD ROAD CENTERVILLE' C187741 TRS REALTY T RUST MA 02632 SNOWDEN-LEBEL, CENTERVILLE,, 186064003 LAURIE P' 5 HAYWARD RD MA 02632 C179537 ROMPALA,RICHARD 4425 WATERS EDGE SANIBEL,FL 186065 M&JEAN M LN, 33957 11168/345 186066 GAVIN,JULIA B TR TRUSLIAT B GAVIN 14 HERON LANE 01747HOPED LE,MA C193691 . TRUST 01747 • JOHN A LEMOS CENTERVILLE, 186067 LEMOS,VENI TR REVOC TRUST 19 BAY LANE MA 02632 23558/220 MEANY,PHILIP E JR 3417 NORTH ARLINGTON,VA 186068 &DANIELS,HELENE ALBEMARLE STREET 22207 C189246 C - POWERS,JAMES F& LLE,NTERVI 186069001 WITT-POWERS, 49 BAY LANE CENTERVILLE, TERM C186035 BETSY J 02632 186069002 COYLE,CORMAC 55 BAY LANE CENTERVILLE, C137692 MA 02632 186070 CROSBY,MARTHA L Q0 LEWIS,MARTHA 81 BAY LANE CENTERVILLE,' C37246 C MA 02632 MACALEESE, http://66.203.95.236/arcims/appgeoapp/AbutterR6port.aspx?type=ZBA 5/9/2014 AbutterReport Page 2 of 2 . l 186074001 CHARLES R& P O BOX 348 CENTERVILLE, C101253 CATHERINE E MA 02632 186074002 SCHOENHERR, -ONE BERKSHIRE DR WINCHESTER, C158060 LESLIE MA 01890 186082 CC&I PROPERTY PO BOX 1144 OSTERVILLE,MA 25256/274 ' MGT,INC 02655 186083 RUBEL,IGOR& 543 BOYLSTON NEWTON,MA 27506/299 ANNA STREET 02459 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.Ira certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this,Ilst is , from the Town of Barnstable Assessor's database as of 5/9/2074. r , a . i . r http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/9/2014 Town of Barnstable Geographic Information System May 12,2014 186015001' 186D45 186078 0420 1868150D2 #58E #671 , #430 186087 #64 186088 186092 W 186050 585 #0 #0 186043 #585 186039003 #60D 186029002 #12 #142 . 1 186D51 88034 206 095 5 #Q #1B t 86 063 so3soo• 186042 >.: 'is i•� t#630 #o� #m i B � t ' - #t4 8 186036005 186062 #5 " - 062 .8.•03000.B 2a�`• ».. '#78 88041 188061 - - #642 186052 - _ ff 833 60 188027 :� �186028001 :%�:. ss4 166040 8803600 Viso 58 140 1 1 4 - 56�• 186060 100 - - #3 1 18&Oa8�rJ+'.i 60Q1 186033 � 20605 #5B 1 6035 =: 8 002 - ' •.186059 1 es QQe - - .� tlrr a #9s #37 6 18805 - - - - 8605.#tti7 3 B 42 1 �\ .M. A Y N # #25 186 00T .�-, Y W 18803800 �il>� - 1:' #,4, 186(30 #66 #12 5 .4 - ]8603 186 032 �-•• - P=: #15 1860381>t34 186006 _ .rL r 6#7 - 8 18603f ::(• 1 6050 BG071 1 of 51 .#T - # B6081 #38 1 #4D #1 1 - 186070 1860Q5 :#81- #45 - ".'788083� V _ - --]8605 _- 7� 3. ' 86065 18606400 1 v .gII!86 - - 072 OQ #z3- 208 - e#27 #20 •001 186074 ♦ _ 6'� f ' t3�, laso 73 ::18 D #72 0 35 - •,66069 064 5 t86 004 188069Q02 1r dt 33::' _ .•;#3':'.:.. 20 003 #49 #218 'iR 55 ,..•da80740D2';.,..*39 . ._. ..:., ._,::• .:.:. ......::'.186067�i:" ._, 186080 #5 7 - - 185008 - - - 186068. 185010 Tit;_ :•:, :':is 185060 0780 #814 185009 �j 0 ;185011'':;1:;: 205002 #226 • 185059 #772 " 20500 18500B 185007 '%• .: ` t# �2Q5034 ? #232 #782 a 85028 #796 5 - 1 t► 185061 Aid _ #244 185057 #cos NTH 1#Dias 1•. :' '•: ... ...-.•. 0 pcH R0 9820 5� ::.. . :. 185U27 t;E G - w+ 185013:'::•:. #264 LG N 205031 18505G #773 #832 185014 1850 #789 <18M5025 'iF280 1#0� 18502912pr032165018 c IL85030 #249 i 185015 #803 t 185014 +1♦r \185032 #258 0 12 185018 9 819185023 8502 9 306 185 3 eee#269 #0 #835 DISCLAIMERS:This map is for planning purposes only.It Is not adequate for legal Map:186 Parcel:037 Zoning Board of Appeals(ZBA) botmdary detennlnatlon or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1i1o0•may not meet established map accuracy standards.The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on - W E are only graphic representations or Assessors tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties Within 300 feet ring of the Subject lot. such asb0ding locations. Buffer, .,, • F RNSTABLE TOWN OF BARNS LE TOWN O BA ZONING 8 F OF APPEALS . ZONING BOARD OF APPEALS, NOTICEOF.PUBLI NOTICE OF PUBLIC HEARINGS UNDER THE ZONING C HEARINGS£ND mE ZONING EA 'ORDINANCE IUNE11;2014' ; JUNE11,2014t: ,,. To all Persons interested in or affected by the actions of the To all persons interested In or affected by the actions of the Zoning Boards Appeals. n O are hereby notified, pursuant Zoning Board ofAppeals, you are hereby notified, pursuant 40A of maws pursuant the to Section 11 of Chapter 40A of the General Laws of the to Section 11 of Chapter Massachusetts,and all.amendmentsOrththereto, Commonwealth of Massachusetts,and all amendments thereto, Commonwealth of Massach eals wf0 nt held On that a public hearing on the following appeals will be held on that a public hearing 01 the the time I dic . . Wednesday June A 2014,at the time indicated: Wednesday June t1,2014,at the time Indicated: Mellow 7:00 PM Appeal No.2014-026 Mellow T:00 PM Appeal No.2014-026 lessees, have Deborah.and Peter Mellow, as prospective lessees, have w Deborah and Peter McUO% as'Prosloactive.. petitioned for a Conditional Use Special Permit in accordance petitioned for a Conditional Use Special Permit m accordance pets sect on 2a ConC)(1)H8 Business District The petitioners ; ith Section 240-25 C 1 HB Business District' The petdioners are seeking to operate a Personal service or parapsychology are seeking to operate a personal service or Parapsychology I s end tarot card readings. business which will include palm readings and tarot card readings. I business which will include palm reading Hyannis,MA as The property is located at 120 West Main Street,Hyannis.MA as -The property is located at 120 West Main Stiee4 Parcel 161.It is in the Highway shown on Assessor's Map 290 as Parcel 161.It is in the Highway shown on Assessor's Map 290 as Business(HB)zoning district Business(HB)zoning district. 7:01 PM Appeal No.2014.02T Too south Main,LLC 7-,01 PM Appeal No.2014-027 700 South Main, ce 700 south Mai,LLC has applied for a variance from the ' -- 700 south Main.LLC.has applied for a variance from the� . minimum lot area requirements of Section 240411.E RD-1 District minimum lot area regUaemethts of Section 24 D17�E RD-11 a locus j .and 240-36.D Resource Protection Overlay District.The locus. and 24036.ro�tety Protection Overlay contains apP 3.45 acres of land and is developed with contains apprordmatdy 3.45 acres of land and is developed with single fam3y dwellings which pro-date the Town's adoption i two single-fam6y dwellings which predate the Town's adoption applicant seeks to divide the of the Subdivision Cgnb'ol Law.The applicant seeks to divide the of fhe Subdivision Control Iaw,The app Relief is required ' land into two lots-One lot for each dwelling.Relief is required land into two lots—one lot for each dwelling• from minimum lot size requirements to create two lots consisting from minimum lot sae requirements to create two IPis consisting of 66.500 and 36,100'square feet of upland,respectively.The of 66.500 and ea10 square feet of upland,respectively.TheT00 Main Street Centerville.MAas shovm on- properly is located at 700 Main Street,Centerville,MA as shown on property Is locatedd Assessor sMap 186 as Parcel 037.It is located in the Residence Assessors Ma 186 as Parcel 037..It is located in the Residence D-1 and Resource Protection Overlay Districts:•• D-1 and Resource Ol 2014-0ZBriDeiday Melo B there,Inc !j 7:02 PM Appeal No.2014-028 DeMelo Brothers.Inc - 7:02 PM Appeal DeMelo Brothers,Inc is appealing a determination Of the Building, DeMelo Brothers,Inc s appealing a determinationQthBuilding a Commissioner that the Appellants landscape business,which has Commissioner that the Appellants landscape In l operated out of the 91 Flint Street property for 33 years,is not In operated out of the 91 Flint Street property for 33 years'is trot a conformity with the Zoning Ordinance.The property Is located at. conformity with the Zoning Ordinance,The property Is bated at ' 91 Flint Street,Marshes Mills,MA as shown on Assessor's Map' 91 Flint Street Marsbns Mills.MA as shown on Assn ct and 'I 123 as Parcd02M2.it is in the Residence F Zoning District and 123 as Rand 028.002:0 is in the Residence F ZOnimJ Groundwater Protection Overlay District- Groundwater Protection Overlay District. 7:D3 PM Appeal No.2014-029 DeMelo Brothers,Inc - 7:03 pM Appeal No.2014-029 DeMelo Brothe m§2 DeMelo Brothers,Inc s seeking a variance from§24014 RF -DeMelo Brothers,Inc Is seeking a variance from 524014 RF Residential District-Principal Permitted Uses,The applicant Residential Dstrict-Principal Pemutled,Uses The applicant seeks a use variance to allow for the continued operation of a seeks a use variance to allow for the continued operation has b n landscape business In the RF District.The company has been landscape business in the RF District.ThO company located at operating from this location for 33 years.fie propertyis located at: operatingfrom this rs ions Mon iVs3MA as sho3 years. wproperty n Assesso's Map 91 Flint Street,Marston Mills,MA as'shown on Assessor's Map' 91 Flint Streak Mars 123 as Parcel 028-002.It is in the Residence F Zoning District and 123 as Parcel 028-002.It is in the Residence F ZonNq District and Groundwater Protection Overlay Dtstifct. :.. . Groundwater Protection Overlay District ' 7:04 PM Appeal No.2014-030 DeMelo Brothers,inc - - . 7;04 PM Appeal No.2014-030 DeMelo Brothers,Inc DeMelo Brothers,Inc is seeking a variance from§240-14 RF DeMelo Brothers,Inc is seeking a variance from§240.14 RF Residential District_ Principal Permitted Uses.The applicant Residential District-Principal Pe Uses.The applicant seeks a Use Variance to allow for the storage of 68 boats in the seeks a Use Variance to allow for the storage of 68 to in the RF District The property Is located at 91 Flint Street,Marston. , RF D•rstrict.The.properly is located at-91 Flint'Streel,MarstOns Mills,MA as shown on Assessor's Map 123 as Parcel 028-002 It Mills,MA as shown on Assessor's Map 123 as Parcel 028-002-It 1 is in the Residence F Zoning District and Groundwater Protection :s in the Residence F Zoning District and Groundwater Protection Overlay District. -: Barnstable Town Hall, i Overlay District. aid at the Barnstable Town He% These public hearings will be held at Ore These public hearings will be 367 Main Street,Hyannis,MA,Hearing Room located on the' 361 Main.Street.Hyannis.MA,Hearing Room located on the .i and aPPlis-" 2nd Floor,Wednesday,June 11,2014.Plans-and applications 2nd Floor,Wednesday,June 11,2014.Planseals OfficB,'Gmwth may be reviewed at the Zoning Board of Appeals Office,Growth may be reviewed at the Zoning Board of MP 200 Main.Street Management Department, .Town Offices,-200 Main'Street, Management 0epartrnenL Town Officer, '., `Hyannis.MA .; - _ 'Hyannis MA.. .. µ G sig G.Larson,Chair.. Crahg G Larson,Chair. Zoning Board o1 Appeals.;. Board of Appea 1s h The Barnstable Patriot .The Barnstable Patriot May 23 and May 30,2014_ ' -May 23 and May 30 2014 s •,} '�. I f TOWN OF BARNSTABLE ZONING BOARD OF APPEALS TOWN OF BARNSTABLE NOTICE OF PUBLIC HEARINGS UNDER THE ZONING ZONING.BOARD OF APPEALS _ ORDINANCE NOTICE OF PUBLIC'HEARINGS UNDER THE ZONING., JULY 9,2014 ORDINANCE >. . To all persona_interested In or affected by the actions of the _ JULY9,2014 Zoning Board of Appeals, you are hereby notified, pursuant -, To all persons-Interested in or affected by the actions of the,; to'Section 11 of Chapter 40A.of the General Laws of.the Zoning Beard'of Appeals;you are hereby.nobfied,.pursuant. Commonwealth of Massachusetts,and an amendments thereto, to Section tt of.Chapter 40A of the General Laws of the that a public hearing on the following appeals will be held on Commonwealth of Massachusetts,and,all amendments thereto.' Wednesday July 9,2014,at the time indicated: that a public hearing on_the following appeals'will be held:oq" 7:00 PM'Appeal No.2014-036 700 South Main,LLC. ` Wednesday 9,2014,at the time indicated: 700 South Maln,LLC has applied for a variance from Section 17:00 PM Appeal No.2014-036:.700 South Main LLC. I Districts.The Applicant 700 South 240-7(D)Lot Shape FactolResidentiah Main,LLC his applied-for a variance from Section proposes to divide the existing developed property pursuant to.' :240.7(D)Lot Shape FactorlResidential.Disbicls.`The Applicant: Massachusetts General Law Chapter 41 Section 81(L),Into two proposes-to divi6a-the'axlsting-developed property pursuant to lots with one existing dwelling on each proposed lot.The two Massachusetts General Law Chapter 41 Sectlon'81(L),-ioto two proposed lots exceed the shape factor requirements of the Zoning I lots with one existing dwe8ing oo each proposed bG•7¢e two Ordinance and variance relief is requested for both proposed lots. --'proposed lots exceed the shape factor requirements of the Zoning The property is baled at 700 Main Street,Centerville,MA as Ordinance and Jariance re0ef Ls requested for both proposed lots:..I shown on Assessor's Map 186 as Parcel 037.It is located in the The property is(opted at 700 Mam Street 6ntem0e,MA as Residence D-1 and Resource PotecOon Overlay Districts. I shown on Assessors Map 186 as Parcel 037..It is located in the 7:01 PM Appeal No.2014.03T Gavin. Residence D-1:and Resource Protection gveilay Districts:. Julia B.Gavin,Trustee of the Julia B.Gavin Trust has petitioned •.7:01 PM Appeal No.2014-037- ; 'Gavin for a Special Permit pursuant to Section 240-131.4 Craigvila i Julia B,.Gavin;Trustee of the Julia B..Gavin Trust has petitioned Beach District use regulations. The.petitioner is proposing for a Special Permit pursuant to Section 240-131.4 Creigviile to demolish an existing carriage horse with living space and .--Beach.District use regulations: The petitloner is proposing . reconstruct a two-story,good-compliant attached structure with,a to demolish an existing carriage house with living space and l three-car garage on the first floor and fiving space on the second reconstruct a two-story,flood-compliant attached structure with a .floor.The property is located at 707 South Main Street,Centerville, three-car garage on the first floor and living.space on the second MA as shown on Assessors Map 186 as Parcel066.It is located in floor.The property Is located at 707 South Main Street Centerville, . -the.Cmigville Beach District(CBD)and the Centerville River North .MAas shown onAssessors Map 186 as Parcel 066.It is located in. Bards Neighborhood.. the Cragynle Beach District(CBD)and the Centerville River North These public hearings will be held al'the Barnstable Town Bank Neighborhood. Hall,367 Main Street Hyannis,MA,Hearing Room located on These public hearings will be held at the'Barnstable Town the 2nd Floor,Wednesday,Juty 9,2014:Plans and applications `-Hail,367 Main Street;Hyannis,s.NIA;HiaringRoom located on' I ti may be reviewed at the Zoning Board of Appeals:Office;Growth; thi2nd Fbor,Wednesday,July 9,2014;Plans acid applicafiohs- Management Department, Town Offices; 200 Main'Street;•.. may be:revieviedatthe Zoning Board of Appeals Office,Growth H annls,MA Management,Department,Town. Offices '200 Main Street I y Craig G.Larson,Chair Hyannis, Zoning Board of Appeals — ..: . ._ Craig G Larson,Charr: _ .. The Barnstable Pabiot Zoning Board of Appeals. - .June 20 and June 27,2014 The Barnstable Patriot June 20 and June 27,2014, BARNSTABLE REGISTRY„0F DEEDS - f I Project: GOLDENBERG Renovations(CHN) Date: 28 August 2006 Project No: P05-19 Page: 1 of 1 Site Inspections: April&May 2006 Photo#1 Photo#2 rA 'ate, o r ," • Fireplace and firebox work on the 1 st floor. The small flue Inside view of stainless steel slide vent for the front of the in the upper right is the vent for the beehive oven. Note beehive oven. the mason is working in the area of the support pilaster. Photo#3 Photo#4 14 w N. � .t � � -. _* ."�•.•a•�C ..Elm' ..* �1 �, t- g View of attic slab w/flue penetrations. These sections of the roof are headed-off and supported on each side. Further view of the top of the chimney at the roof break. Note the 3 flues and the wyeth separartion. Bearing shoulders are also seen. Project: GOLDENBERG Renovations(CHN) Date: 28 August 2006 Project No: P05-19 Page: 1 of 1 Site Inspections: June thru August 2006 Photo#1 Photo#2 VA Ik LVL members run in floor joist application. See close-up for Close-up of*worst hole location. Used for manual checks the penetrations of the main waste pipe Photo#3 Photo#4 g,.: �(i � - 'COY .� +• � • Nailing is not enough for these headers and trimmers. Install Wall to be reframed towards the garden area. This wall is 6"Timberl-ok®screws to provide shear and pull-out restraint. approx. 10 ft long. Loads are small as there is a bearing Looks are deceiving,the main bay space is only 18"c-c ridge above. A 2/2"x 6"w/plywood header will work TOWN OF BARNSTABLE BUILDING PERMIT'APPLICATION Map d Parcel D/ Application o I SrWS� Health Division Date Issued u '— Conservation Division Application F S� t Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street''Address 140 ts dol Village C�/✓IGrQmar Owner 4KA-1 )to- Q AN Address .�y9 �c31 `uV,4WXW Telephone X' lwsi f ?j��w. EOM a Dl u' Permit Request i✓IQDu�O �iYi�'1�'Y.�G dODG �� 1' y� ,fff Avrog fic l ac° �i►L rMe_ P Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation h 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 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) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing Wood/coal stove: ❑Yes ❑ No a Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn.- existing;,..❑ new size_ lz� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: k-o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ergs Commercial ❑Yes ❑ No If yes, site plan review# ;y Current Use Proposed Use -�_ - _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ old Telephone Number Address //0 J�'Q�� L�cl. License /V# OZ&O Home Improvement Contractor# —M(o 4 34.2 Worker's Compensation # W64 azi eew— /fo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN �5�� S SIGNATUR DATE b� FOR OFFICIAL USE ONLY y .- APPLICATION# DATE ISSUED -MAP/PARCEL NO. t ADDRESS VILLAGE r, OWNER i DATE OF INSPECTION: .,FOUNDATION�L:� 2_,"v:,,,`aL, FRAME µS- 05L d IS INSULATION - q FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t r, GAS: ROUGH FINAL ' FINAL BUILDING A Q 1 1" e — aoI? s ,DATE CLOSED OUT r ASSOCIATION PLAN NO. r { Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system.The Magna-Latch has been tested to more than 400,000 cycles.MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety,reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. 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Tru-Close Hinges Quality.TRU-CLOSE gate hinges are the latest. technology in adjustable, self-closing gate hinges for swimming pools, households and other safety gate ' .. applications. ` ' These strong, revolutionary hinges are injection-molded from`a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and x long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! 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They are the only safety hinges offering a lifetime warranty against rust or corrosion veers i aM�'(o 184 Riverview Ave,Waltham,MA 02453 �st'crsned 4n J989 TEL(781)-899-3618 FAX(781)547-5659 Spray Foam&Odw Insulations www.GreenStampinsulation.com Insulation Affidavit/Insulation Certificate Date: April 21, 2015 Location: 700 South Main St, Centerville, MA GreenStamp Insulation has installed the following at the above location: Main House • Roof assembly: R-38 closed cell spray foam against the sheathing over kitchen (GACO), 5.5" • Exterior walls: R-20 closed cell spray foam (GACO), 3" Respectfully, Benjamin Marshall President C _ l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapes 3 Permit# d Health Division _a. . b t sion / O.S� -� - -L / �� Date Issued / -�S 0 (a Conservation Division 7� x /6 A6/-5- _SJ//jgs,v Application Flee (� Tax Collector . Permit Fee Treasurer , Planning Dept. EXISMQ Date Definitive Plan Approved by Planning Board LIMITED T0O,��@�pR00M$ Historic-OKH Preservation/Hyannis, �J�,ti� Project Street Address 700 South Main StreetR Village Centerville, MA 02632 Owner William and Susan Gel clenber(T7-' Address •700 South Main Street, Telephone 508-778-0036 Centerville MA 0 V o /Vo /o eve,F�✓¢st/ Permit Request Interior Renovation, demolish existing sunroc in,rebut 1 d of new sun room„ add master bathroom addition, upgrade structure _as indicated by structural engineer. C Wcryt� Rc/ ;dive dv / - J Square feet: 1 st floor: existing 2 4 0 0 proposed 2 6 2 5 2nd floor: existing 702 proposed 7 0 2 Tot;fiew 2 5 Sning District RD - Flood Plain , C , d' A 10 Groundwater Overlay AP _, c-1 Project Valuation $4 5 0_,0 0 0 -0 0 Construction Type wood tNv Lot Size 3 .45 Grandfathered: 0 Yes ❑No If yes, attach supporting d mentatiarta Dwelling Type: Single Family C5 Two Family ❑ Multi-Family(#units) Ci m w Age of Existing Structure 1720 Historic House: 0 Yes 0 No On Old King's Highwa : ❑Yes LiNo Basement Type: ❑ Full W Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) _ Nnne Basement Unfinished Area(sq.ft) 288 Sa . Number of Baths: Full: existing 2 new 1 Half:existing new Number of Bedrooms: existing 3 new 0 - --� Total Room Count(not including baths): existing 10 new 1 First Floor Room Count 8 Heat Type and Fuel: ❑Gas (5 Oil ❑ Electric ❑Other Central Air: 0 Yes ® No Fireplaces: Existing 4 New_0 Existing wood/coal stove: Cl Yes, k)No Detached garage:Q9 existing ❑new size Pool: 0 existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes (21 No If yes, site plan review# Current Use R-3 Proposed Use Same C.H Newton Builders BUILDER INFORMATION Name Telephone Number 508-428-9013 Address P•o.. Box 922 License# 046192 Falmouth, MA 02541 Home Improvement Contractor# 10788 Worker's Compensation# . .WC 9 7 6 9 5 0 4 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne 09 SIGNATUREJ_)O�M& DATE FOR OFFICIAL USE ONLY ' MIT NO. ` ISSUED 'Ail RCEL.NO. '! A�DRESS VILLAGE OWNER d ' DATE OF INSPECTION: FOUNDATION C3 c+,c� `a�h p l^�• Q -/Z,-cal mac^ FRAME o OZ ' f INSULATION b` FIREPLACE r , ELECTRICAL: ROUGH m FINAL (-En PLUMBING: ROUGH ® FINAL %` y GAS: ROUGH FINAL FINAL BUILDING I 31 N DATE CLOSED OUT 0 . ASSOCIATION PLAN NO. — s • y 4 I m r# c [l '1.i ". '107 BEAGF STREET 1�!4� F}ENNlS°=IV{A',02838 CON .16 , , '1" 2, s T.. . .,. ENGINEERING-.DESIGN * .:CON$TR G7IOtt4lSPEGTA0N -*,9 BUJ: 31NG ALTEFtATiC1PJ5 8"RENOVAATtONff 7 k k r Reference:..,I Family,Residential,Repair&Remodel " Client-GOL`UENBERG.. , 1fl0 South Main,:Street ., A Centerville,Mass achuseftie,0 8 To TOWn of B=sMble,>. s wAttn: Mx. To Ferry 4�Bu#Idtng Comm stoner g Town Hall Annex - 1 H}�aru�is its a€} 5�1 . Y , a$sachuse Dear"errs. , F E I wrll be the engm6 respansible•for construction insp ot�ons needed for thesrepair and rent odeling to exksung frame and`foundation work at the,above 4ddr� At the request of C H NeWton'-Builders Ihc I� ' have been to the site"twice this enoiath,As"they began their werl�for"new s�dmg;and"rc ofing{perrnit'ssued� Based.upon,these"inspections�t hecarne apparentthat:•much"snore work would,be#equrred To'date"the w I foundation brickwork is,.leakng "numercius locat>lons,powder postbi etle darnage"is extensrve err the rciaf beams and sections of the`ml.`floor"waaming have rotted.over thetlirt crawl space Based upon these in ings the o�vner•s have re-though#:the wort€:package and feel the'need toproperly improve the'house" n Girder i to protect theirlong-term investment 'Therefore work'has begit i`ta strip the inside to open frame W the `. i intention of ttndertakfng a total repair and-upgrade Thrs will rnclude"electr>c" lumbin IVAC and other` related items; Present discussions-"include.a proposed bathroom addition and'the total ebuilding ofthe m, ° - , exa t>»g garden room which,appears toy h �ebeen huzlt ot+er a brick patron L PROPOSED CONSTRUCTION I expect to work wl the designer and help prepare newram�ng plans�repaars& upgrades for the"roof, . 3 I both floors and the foundation Once the inside is onn le tely,"exposeci;we8xjlLrecord the eir-rent fr<ame and oizthne#his needed work Therefore,atthough there are current proposedeleuations and flocar;Iayouts . tfiere are no finalrframm "plans ^I would ask"for lie.,issuance of a burldtng permat:wl the stipulation that no " framing would be �nspected,by"your office pI71- o your-receipt;of,a record set of frattiing^as-built"pions. r J Respecifully 'ubm�tted, M ` = 1 eft s J. YAP3�tltN :T VARI�TI.TNf PHILBROOK ` E HAY, CAL ex xI ......r.�-�.,�.,..,.�.,s.,,..,.. ".,�,.....>..a:. ...a-....�:,... ..,.,,....,.�z:.:.a.,. :..,^_,,.._..,.... ..,.;,.,w ..,.a.........«.� ,... i [y'\ i k �emove existing double hung windows and install casement units z= 3) 7 a5 ❑ LCC sidewall flashing ❑ ❑❑ i i sf ❑ f — — 5 L a�• 3 i II i + Master Bathroom Addition SL vrva� c[ i 1 I i ! 1 } Master E 'Jdition l I� PHILBR;OOK �IJJr'Iq ENWREERI�NG iFIELD REPORTIWORKSHEET Project No Z 107 BEACH STREET - Sheet No: of OENWS. - MEMO FOR RECORD: 12 October 2006 i Subject: Frame/Foundation Repair Inspections thru 11 October 2006 GOLDENBERG Residence Location: 700 South Main Street, Centerville, MA Builder: C.H. Newton Builders, Inc. Project No: P05-19 Notes from Inspection: 1. Work is finished on the exterior demolition. All the 2nd floor and roof are now re- placed. This continues back to the existing kitchen and includes the dining room. For now the back work modifications will be held off. Both the bathroom and sun: room additions are complete. The masonry chimney is done and all of the rough-in tradework is finished. Penetration foaming is finished. 2. 1st Floor; the main house fireplace is now complete and quite extensive. It includes two separate fireplaces and a vented beehive oven. This work is very intricate and has followed very old historical guidelines. Flues are canted and there is some heavy corbeling in the attic. Although very reproductive to original work,the masonry and ** flue work comply w/current code requirements. Additional masonry was also added { to provide dedicated pilaster support and masonry mass. i r The kitchen connector has now received a new'attic'and roof. As noted in the 12 MAR 06 report all this area is low and side-mount rafter/ceiling joist hangers were *** employed in order to maintain original eavelines. Doors will remain short and the space can be labeled 'storage' if there is a problem. All roofs and exterior millwork are finished. Sidewall is also done. Mechanical and electrical trades are now finished. The interior framing is finished and upstairs two attic scuttles were installed in both bedroom ceilings. The back-to-back toilets on **** the 2nd floor required holes and cut modifications to the 2nd floor joist system. As noted in the 12 MAR 06 report all floor joists were upgraded to LVL stock instead of 2"x 10" KD SPF(a16"o/c to meet design requirements so holes and notches will be treated in a standard manner. Revisions were made to the North wall of the new gable bathroom. A larger opening was needed for the garden effect. A 2/2"x 6"w/1/2" CDX plywood flitch plate will support the entire 10 ft span along this wall. Note that the ridge is already bearing. The sunroom ceiling/roof has been modified to provide for a 2nd story balcony. As this had been expected the design checks were done during the 12 MAR 06 report- ing period (60 lb/sq ft live load requirement). t The kitchen floor was found to be in poor condition. Framing is hap-hazard and over the years a number of misc. posts have been installed for span reducing measures. Direct access was hampered by all the old mechanical equipment. This area is now all cleaned out. Some sister members were be added and a 2 span reducing timber post was installed mid-span beneath the built-up flush floor beam. The the new heat- ing and cooling equipment Is now installed. In the basement, instead of floor joist insulation a perimeter insulation system was employed. This will provide a warmer floor, put the ductwork into conditions spaces 1 and provide for better energy efficiency. Mechanical ventilation will be part of the i equipment function needs for this space. 3.. The following detail specific work requirements or checks of work completed: ** a Chimney Corbel; a stability analysis was conducted to verify the factor of safety ! obtained by the counter-weighted cantilever slab,in the attic. Results yielded a j factor of safety of 2.6. Tension reinforcing, included in the construction,was not } considered in the design review. This adds additional redundancy to the work. P82 FRW7 PHILSR:00-K (�D5" 9 { ENGINEERING FIELD REPORTMORKSH�EET R Project No ,u?e�+cnsn+ r Sheet No: 2- of Z MEMO FOR RECORD: 12 October 2006 { Subject: Frame/Foundation Repair Inspections thru 11 October 2006 i GOLDENBERG Residence ' 3. cont'd: ** ♦The vented beehive oven was examined along wl the historic documents. This works by having hot coals set inside,venting towards the front up a narrow slot opening connected to a dedicated flue. There is a slide damper for energy con- siderations but no true firebox as there is no true fireplace. ** •Additional support is provided for the interior framing on both sides of the main stairway. These receive the headed-off 2nd floor main beam and stair trimmers. Further reference is also made to the original 10 ft square(+l-) basement slab. *** o The connector can act as an undersized habitable room, labeled 'storage',as it does not provide a legal exitway or means of egress for either the main house of the kitchen wing. In fact, both the front and rear of the house have 2 separate and remote egress doors and in this space itself has 4 directions of egress. For Board of Health purposes this space will still count in the room totals. **** o Plumbing Headed Openings& Holes; layout and design reviews were run to check load capacities and deflection on the 2nd floor framing. All proved satisfactory. •Featherboard paneling will now be installed on the main staircase. This area was set for a rough that included a wainscoating,allowing for 37"above the handrail and approx. 34" below(GWB,skirt& paneling). The paneling above the handrail will now reduce the staircase to 35-1/2". The upstairs remains accessible and there is ample exitways(doors and windows)so it is recommended that the stairway be allowed by'deeming to comply'. It already is wider than the original 32"way. 4. Both work and site inspections are wrapping up. These final checks are related to the completion of the mechanicals (plumbing & HVAC)and electrical. Holes, notches and s penetrations along w/fire-blocking needs were inspected for proper construction. 1 ' T.VARNUM PHILBROOK, P.E. Philbrook Engineering OF Encls. -Chimney Stability Check, Photo Detail Sheet& Engineered Wood Joist Check cy. T. VARNUM PHILBROOK , MECHANICAL No. 30690 A�o� �FCtSTQ ASS/pNAI i . j 3 t j P82:FRW 7 i DPHILBROOK ENGINEERING FIELD REPO RTlWORKSHEET Project No: 1078EJ.CN STAEEi Sheet No: Of DENN15.W 0287E ' .....__. ._ 1-SOB-38SBB82 . GENERAL DESCRIPTION Builder: C.H.Newton Builders,Inc. ------------------ Location: 700 South Main Street,Centerville,MA ------------------ SPECIAL CONSIDERATIONS Work has been completed on the chimney. These checks address and detail the work completed for conformance to construction stability of this 3 flue block &brick chimney where it offsets from the 2nd floor centerline in the attic on a back-weighted cantilevered concrete platform. For architectural reasons the chimney was offset for symmetry going thru the roof. This design review is for docuementation purposes however should minimum factors of safety not be met then some form of additional external ties or braces would be investigated. DESIGN CONSIDERATIONS General: Check for adequate counterbalance and connections. Use a -------- Factor of Safety=1.6 for design minimums; gravity&free wind Soil Data: Site Plan or Boring Log available: NO ---------- Preparer of plan or log: Direct Observation: YES;OCT 2005&P98-81 (X-street) Medium-Stiff Silty-Sand Description: USCS=—SP_(SM) SBC Class=_-10 Specifics: Br(allow)=__2,500_Ib/sq ft w/10%allowable width increase Loads&Loadings: As noted the following apply. ------------------ Live Loads SBC Location #/sq ft Dur Wind-Ref Pres 100 mph 23 1.33 Dead Loads SBC Location #/sq ft Dur --------------------- --------------------- ---------------- --- --------------------- ------------------------ 2" Bluestone 28 1.0 8"CMU Block 55 1.0 fully grouted** 85 1.0 4"CMU Part.Block 30 1.0 fully grouted** 45 1.0 Red Face Brick 39 1.0 Vitrified Clay Liner #/lin ft ------------------------ 8"x 12" 50 1.0 12"x 12" 62 1.0 12"x 18" 76 1.0 ------------------------ C-I-P Concrete 160 lb/cub ft M—FRW•7 PHILBROOK �,)� ENGINEERING FIELD REPORTMORKSHEET Project No: Z& DENNIS.MA 2638 Sheet NO: of 150838&8862 .. .. Builder: C.H.Newton Builders,Inc. Location: 700 South Main Street,Centerville,MA ------------------ CHIMNEY EXTENSION: Safety Factors as noted. OVERTURNING: Type Weight(lb) Length(ft) OM(ft-lb) RM(ft-lb) ------------------- ------------------- ------------------- ------------------------------------------- Top Cap 2" Bluestone 448 0.17 75 Top Wash 4" Concrete 799 0.17 133 Leading Wall Red Brick 1287 -1.67 -2145 Side Walls(2) Red Brick 2574 0.17 429 Wythe Wall 4" Block 649 0.17 108 Rear Wall Red Brick 780 2.00 1560 Rear Wall 4"Block 270 2.00 540 Inner Rear Wall 8"Block 765 2.83 2167 Outer Rear Wall 8"Block 1021 3.60 3574 Bottom Slab 7" Concrete 2892 1.00 2892 8"x 12" Clay 325 -0.50 -163 12"x 12"Flue Clay 403 -0.50 -202 12"x 18"Flue Clay 494 1.83 906 Lateral(Rear Face) Wind 675 -3.67 -2474 ------ ------------------- ------------------- ---------—------------------------------- 12708 -4983 12385 ------;------------ ------------------- ------------------- ------------------------------------------- SF= 2.5 Min SF= 1.5 OK Total Chimney Weight Above Ceiling 12708 Ibs Compressive Force along Leading Edge 334 psi Low,OK w/solid block grout Slab Shear along Cantilever Edge 17 psi Low,OK w/o reinforcement P82-FRW-7 4C) e7114A 2nd Floor Joists-Manual Hole Analysis -AVC¢yerhaeuser Businem TJ-Beam®6.25 Serial Number:7004103622 User:2 28-Aug-0611:50:01 1 3/4" x 9 1/2" 1.9E Microllam@ LVL @ 16" o/c Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED PC, 3, ;p b 94'6" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 384/115/0/500 N/A N/A N/A Al: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Timberstrand LSL 3.50" Hanger 389/117/0/506 1 9.50" N/A H1: Face Mount None Beam Hanger -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al: Blocking,H1: Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A -Nailing for Support 2: Face:8-N10,Top N/A,Member:2-N10 LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 2'Y PROJECT INFORMATION: OPERATOR INFORMATION: GOLDENBERG Renovations/Remodel T.Varnum Philbrook Project No: P05-19 Philbrook Engineering 107 Beach Street 700 South Main Street Dennis,MA 02638 Centerville,MA Phone:508-385-8682 Tvarnphil@MSN.com Copyright © 2006 byTrus Joist, a Weyerhaeuser Business Microllam® and Timberstrand® are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Documents andSettings\Varn Philbrook\Favorites\My Documents\My Data EWP\Truss-Joist\Goldenberg\2ndFirJst.sms - - v �T k 2nd Floor Joists-Manual Hole Analysis _A Tfh3ClLSCf BwineC TJ-Beam®6.25 Serial Number:7004103622 User:2 28-Aug-0611:50:01 1 3/4" x 9 1/2" 1.9E Microllam@ LVL @ 16" o/c Page 2 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 485 -430 3159 Passed(14%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 485 485 485 Passed(100%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1699 1699 6123 Passed(28%) MID Span 1 under Floor loading Live Load Defl(in) 0.166 0.350 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.215 0.700 Passed(U780) MID Span 1 under Floor loading TJPro 49 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:2.47 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: GOLDENBERG Renovations/Remodel T.Varnum Philbrook Project No: P05-19 Philbrook Engineering 107 Beach Street 700 South Main Street Dennis,MA 02638 Centerville,MA Phone:508-385-8682 Tvarnphil@MSN.com Copyright © 2006 by Trus Joist, a.Weyerhaeuser Business Microllam® and TimberStrand® are registered trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. - C:\Documents and Settings\Varn Philbrook\Favorites\My Documents\My Data EWP\Truss-Joist\Goldenberg\2ndFlrJst.sms Business 2nd Floor Joists-Manual Rolle Analysis -AV(Eyerhaeuter TJ-Beam06.25 Serial Number:7004103622 User:2 28-Aug-0611:50:02 1 3/4" x 9 1/2" 1.9E Microllam® LVL @ 16" o/c Page 3 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Location analysis: critical values at location 1 (horizontal distance from left end) = 2' 3" Comment: Design: Control Design Shear (lbs) 344 3159 under Floor loading Moment (Ft-Lbs) 846 6123 under Floor loading Live Deflection (in) 0.075 under Floor loading Total Deflection (in) 0.097 under Floor loading The actual values above may be different than the design values used for member design. Load Group: Primary Load Group I Max. Vertical Reaction Total (lbs) 500 506 Z Max. Vertical Reaction Live (lbs) 384 ,E 389 Selected Bearing Length (in) 3.50(W) L— Max. Unbraced Length (in) 174 • �1 v Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 98 -99 Max Shear at Support (lbs) 112 -112 Z t Member Reaction (lbs) 112 112 Support Reaction (lbs) 115 117 Moment (Ft-Lbs) 392 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 425 -430 Z' 311 Max Shear at Support (lbs) 485 -485 Member Reaction (lbs) 485 485 Support Reaction (lbs) 500 506 Moment (Ft-Lbs) 1699 Live Deflection (in) 0.166 _ Total Deflection (in) 0.215 Vm1J X 3 3 1/ PS r: It rt FSZ << PROJECT INFORMATION: OPERATOR INFORMATION: GOLDENBERG Renovations/Remodel T.Varnum Philbrook - �- Project No: P05-19 Philbrook Engineering 107 Beach Street 700 South Main Street Dennis, MA 02638 Centerville,MA Phone:508-385-8682 Tvarnphil@MSN.com - Copyright Co 2006 by Trus Joist, a Weyerhaeuser Business MicrollamCP and TimberStrand® are registered trademarks of Trus Joist. ' Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. _ C:\Documents and Settings\Varn Phi lbrook\Favor ites\My Documents\My Data EWP\Truss-Joist\Goldenberg\2ndFlrJst.sms - - ' 1 r 2nd Floor Trimmer Joists-Header Loads �AV(kryc aetwBusinets TJ-BeAm®6.25 Serial Number.7004103622 User:2 28-Aug-0611:45:30 1 3/4" x 9 1/2" 1.9E Microllam@ LVL @ 16" o/c Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,n d q if 6" ' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 100 125 5'6" - These point loads are from the Point(lbs) Floor(1.00) 160 200 7'6" - headed-off partition wall above SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing. Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 523/289/0/812 N/A N/A N/A Al: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Timberstrand LSL 3.50" Hanger 510/268/0/778 1 9.50" N/A H1: Face Mount None Beam Hanger -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al: Blocking,H1: Face Mount Hanger HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A -Nailing for Support 2: Face:8-10d,Top N/A, Member: 2-N10 t PROJECT INFORMATION: OPERATOR INFORMATION: GOLDENBERG Renovations/Remodel a T.Varnum Philbrook Project No: P05-19 Philbrook Engineering 107 Beach Street 700 South Main Street Dennis, MA 02638 Centerville,MA Phone:508-385-8682 Tvarnphil@MSN.com Copyright 0 2006 by Trus Joist,' a Weyerhaeuser:Bus iness Microllamg and TimberStrand® are registered trademarks of •Trus Joist. Simpson Strong-TieP Connectors is a registered trademark of Simpson Strong-Tie Company, Inc." C:\Documents and Settings\Varn Philbrook\Favorites\My Documents\My Data EWP\Truss-Joist\Goldenberg\2ndFlrJst.sms i r !J� 2nd Floor Trimmer Joists-H"eader Loads / rnUW(t rrhaeLLur 6u'inea TJ-Beam®6.25 Serial Number:7004103622 User:2 28-Aug-0611:45:30 1 3/4" x 9 1/2" 1.9E Microllam@ LVL @ 16" o/c Page 2 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 798 737 3159 Passed(23%) Lt.end Span 1 under Floor loading Vertical Reaction(Ibs) 758 758 758 Passed(100%) Bearing 2 under Floor loading Moment(Ft-Lbs) 3524 3524 6123 Passed(58%) MID Span 1 under Floor loading Live Load Defl(in) 0.256 0.350 Passed(U658) MID Span 1 under Floor loading Total Load Defl(in) 0.418 0.700 Passed(U402) MID Span 1 under Floor loading TJPro 49 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19132"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(2U'Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:2.47 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -PROJECT INFORMATION: OPERATOR INFORMATION: GOLDENBERG Renovations/Remodel ` T.Varnum Philbrook Project No: P05-19 _ Philbrook Engineering 107 Beach Street 7,00 South Main Street Dennis, MA 02638 Centerville,MA Phone:508-385-8682 Tvarnphil@MSN.com Copyright m 2006 by Trus Joist, a Weyerhaeuser Business Microllam® and Timberstrando are registered trademarks of Trus Joist. Simpson Strong-Tien Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Documents and Settings\Varn Phi lbrook\Favorites\My Documents\My Data EWP\Truss-Joist\Goldenberg\2ndFlrJst.sms _ PHILBROOK PaS`I� ENGINEERING .FIELD REPORTMORKSHEET Project Noc oENNs Sheet No: of a f , d� qt% E, Z PHILBROOK ENGINEERING 107 BEACH STREET Project: GOLDENBERG Re-Model DENNIS, MA 02638 Project No: POS-19 1-508-38538682 Date: 29 November 2005 a I DESIGN LAYOUTS/SIZING Sheet ote Description No. No. ---- ----------- ----------- ---------- ---------- ---------- DWG. NOTE=> A This slab on grade lends itself to a radiant floor. IF so A-04 then suggest a 4" sub-slab (over the insulation) , radiant tubing and then 1-1/2" light weight topping #1 Provide minimum 1/2" rigid insulation thermal break. #2 Reinforce slab w/ 1.Oxl.0-6x6 WWM #3 Recommend 1/2" Durock or equal as the boundary sheathing. Above the floor it will finish w/ skim-coat plaster DWG. NOTE=> B - Either Note => A. A-01 OR open crawl space w/ wood joists, perimeter insul, fiberglas, floor of choice and access port to main crawl space for mechanicals 1st Fir #4 Foundation Cross-Section; See SK-1 w/ 11" differential height Trace a. Walls; 21'x 4" stud in-fill and corner posts b. Jack gap to allow 3/4" sub-floor to pass beneath walls above. Continuously nail the sub-floor .to the joists and sill beam c. 61'x 6" PT SYP sill beams d. Floor Joists - see Note #5 below. Toe-nail. to sill plate & beam e. 211x 411/6" PT SYP bearing plate f. Double course of red brick foundation g. 4" partition block w/ solid grout in all cavities h. Concrete crawl slab floor/monolithic footing i. 12"x 18" (approx) concrete strip footing #5 1st Floor Joists (suggested order of preference) : Opt. 1 - 21'x 10" KD-SPF @ 12" o/c lapped @ main"girt Opt. 2 - 1.75"x 9.5" 1.7E TimberStrand @ 16" o/c run continuous Opt. 3 - 9.5" TJI Series 110� @ 16" o/c run continuous #6 Match joists, run continuous from vestibule to fireplace #7 Bearing Ledge; 21'x 4" PT SYP bolted to blockwork #8 Fireplace & Stairwell Headers & Trimmers; 3.5"x 9.2511/9.5" 1.7E 1.7E TimberStrand LSL #9 Flush Hangers; Simpson HUS410 face mount #10 GENERAL area for fireplace base. Run trimmers long, cut later #11 Flush Floor Girt Beam; 3.511x 9.2511/9.51, 2.OE ParalLam PSL #12 Dropped Floor Girt Beam; 3.5"x 9.2511/9.5" 2.0E ParalLam PSL. This beam is a continuous member, cut opening later #13 Temporary Posts; 4"x 4" PT SYP Wood Post on 1/4"x 411x 41! steel plate #14 Columns; 3.5" dia. Concrete filled steel tube column w/ Simpson LCC3.5-3.5 Lally Cap and 1/2"x 51'x 5" steel bearing plate . #15, Footer Pads; 1211x 210"x 210" square concrete on existing slab #16 Solid block along entire bearing line. OK to remove sections for ductwork, etc. Avoid door jamb loaded bays 2nd Flr #8 Fireplace & Stairwell Headers & Trimmers; 3.511x 9.2511/9.5" 1.7E Trace 1.7E TimberStrand LSL #9 Flush hangers; Simpson HUS410 face mount #16 Solid block along entire bearing line. OK to remove sections for ductwork, etc. Avoid door jamb loaded bays #17 2nd Floor Joists (suggested order of preference) : Opt. 1 - 2"x 10" KD-SPF @ 12" o/c lapped @ bearing wall Opt. 2 - 1.75"x 9.5" 1.7E TimberStrand @ 16" o/c run continuous Opt. 3 - 9.5" TJI Series 110 @ 16" o/c run continuous #18 Install solid blocking in-line w/ walls above #19 Standard 2"x 4" bearing wall w/ single bottom/double top plate #20 Double joist beneath partition; OK to off-set 1/2 wall for plumbing #21 Observe waste drop and main vent rizer ' — ---#22 Stairwell Headers/Trimmers; 2/2"x 10" (or 1211) in choice of floor joists #23 Fireplace Opening; 3.Vi 9.25'°/9.5" 1/7E-TimberStr_and to 810" RO #24 Standard Wall Header; 2/2"x 8" w/ 1/2" CDR to 310" RO+ - #25 Provide 2/2"x 4" built-up Jack Studs w/ 2"x 4" King Stud t Gct 17 05 10,26a B:!II Goldenberg 508-77MO36 PI Town of Barnstable Rtgulatory Services TAomss F.GeQer,Diredar xM '�'°' B>�eing Division TwnSPerM Bu lftg Conm OsIoner 200 Mdu Shwa $ys nb.MA 02601 w�vavtowr�iQruustablema.tss, Office: 508-8624038 Fax: 506 790-6230 Property Owner Mus i Complete a:ad Sign This Section If Using A]Buillder I William Goldenberg ,as Owner of the subject property hereby au rite. C.H. Newton Builders - ---- . to act on=7beha�, m s l n amm relative to words awfimizea bythi building pew appkaion for. _ 700 South Main Street, Centerville, 14A 02632 ,ress a Job i r 'r © /7 Sign�are of er Date r/ � •�oE�� r . Print Nar:ne 3 in accordan= with the provisions of MGL Number c_ 40, s 514, a condition of Building Permit is that the debris rrsuldng from this work shall be disposed of in a prepe.Iy licensed solid waste d4lmeJ- La7ity as defined by MGL c 111, s 150A The debris will be disposed of in: Bourne (Location of Fadiirf) �ratu:e of F: mit Applicant David L. Newton i �., Town of Barnstable Regulatory Services s Thomas F.Geiler,Director .�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. (�✓ ✓ r��` 'o�, j e Nt o 5 2 Type.of Work:�n`��`^ d�( �` S ��' �"' ""°�� " Estimated Cost ' �%' c�� e w i of o w �tv1a1.,-r i* yPc A-, s�w�z- vt� s i �clt -��` -fo !�larv�v, e Address of Work: b S 1--� ��► S c n t�i2 v L�� `�'� - of v i .� �'S�. Owner's Name: •W 11-I,-d A-M A-N T> sal �re7�fi�B CMG- S. Per 1 s Date of Application: TU I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law []Job Under$1,000 E]Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERI MY I hereby apply for a permit as the agent of the owner: Date Contractor Name 1 v/��eUs Registration No. OR Date Owner's Name Q:forms1omeaffidav 1 s The Commonwealth of Massachusetts , , Print Forrn Department of Industrial Accidents i Office of Investigations ' 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viola Associates,Inc. Address: 110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone#: 508-771-3457 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 30 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling These sub-contractors have ship and have no employees T 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work. officers have exercised their I L E] 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 Swimming Pool employees. [No workers' 13.❑✓ Other 9 comp. insurance required] *Any applicant that checks box 41 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'compensation insurance for my employees. Below is the policy and job site information. t Insurance Company Name: Acadia Insurance Policy#or Self-ins.Lic.#: WCA 0218000-16t Expiration Date: 4/29/14 Job Site Address: 700 Main Street City/State/Zip:Centerville, Ma. 62632 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi and the pains and penalties eae!2uLy that the in ormation provided above ,is true and correct. Signature: . __ ".__ _.._ ....__ __ _______ _ __ __ Date. t . ._ Phone#: 7?/ _ S7 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# - Issuing Authority(circle one): 1.Board of Health 2.Building Department,3.City/Town Clerk 4.Electrical'Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I A6O o DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/26/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONAME:NTACTor oroug Nthb h Construct West Eastern Insurance Group LLC PHONE (508)393-7744 FAX o: 155B Otis Street E-MAIL INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance CompanV 31325 INSURED INSURER B: Viola Associates Inc -INSURER C: BOX 389 INSURER D: INSURER E: Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:2014 Master 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD/YYYY MMIDD/YYYY - GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TX RENTED COMMERCIAL GENERAL LIABILITY PREM SESOEa occurrence) $ 300,000 A CLAIMS-MADE �X OCCUR PA0217962-17 /29/2014 /29/2015 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ lFrT COMINED AUTOMOBILE LIABILITY (Ea accident SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED 0217963-17 /29/2014 /29/2015 AUTOS M AUTOS BODILY INJURY(Per accident) $ X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS Per accident $ X UMBRELLA LIAB NX OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ UAS047783-12 /29/2014 /29/2015 $ js, WORKERS COMPENSATION X WC STATU- OTH- FR AND EMPLOYERS'LIABILITY Y I N ANY OFFICERIMEIMBER PROPREXCLUDED?ECUTIVE� N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) CA0218000-18 /29/2014 /29/2015 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sagerson Residence ACCORDANCE WITH THE POLICY PROVISIONS. 700 Main Street Centerville, MA 02632 AUTHORIZED REPRESENTATIVE John Koegel/SED ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS132519mnn5t m Tho annpn name anri Innn era raniefarari ma►4e of arnpn • f , Massachusetts ".Departmen#of:'Public_Sate#1 ' — _ • Board cfi4Butlding Reyulat6S and c.an: aGds _ Y- Cnnstructia.n P.emsor i_icen, I{I VPI. ©Y c PO-BOX 716i myT.-- .."West Ba.. rnstable 161A _ .. t CoinmissionPr r 09/05/2015 k I C�lieanvmareioecr�l aC�ili�aalachrideli License, vfiice'of CoosamerAffairs&Business R nla600 or registration valid:for individul use"o nl . Y .. vvw OME IMPROVEMENT CONTRACTOR before the expiration date..If found return-to: egistrat�nn_ T e Office of Consumer Affairs and Business Regubtii©ras YP : _ Expira6aA 4Y2fiF25 Supplement hard stonlYiA 02 16rte 10 5170 Bo VIOLA"ASSOCIATE KEVIN,BOYAR „ P.O.:BOX 389,- � �g CENT_ERNALLE,MA 02632 w. Undersecretary of valid without �gnature i i ' x , .FatY a .-rt f �ISEtq Town of Barnstable Regulatory Services , 'e Thomas F.Geiler,I}hector Building Division = Tom Perry,Building Commissioner 200 Mai: S' eat,Byannis,MA 0260 1 1 1 ' www.town.barustable.ma.us Office: 508-8624038 FpK: ;08-790-6230 Property Over.Must Complete and Sign This Section If Using A Builder I, 'M M _,as Owner of the subject ptopeztc hereby authorize �f '� - to act on my behalf, in A't atteas relative to work vuthoz ze.d by this building p rit .(A.ddress of job) . r **Pool fences and alasrms are the responsibility of the applicant. Pools .,are-not to be-filled-before fence is installed and pools-aze not ff be utilized until all final inspections are performed and accepted. Signature of Owner ' S .�a e of App icannt Print Name - Rdn Name , Date . Q.r0R-MS:0WNE pEnfW7cNPoo-,; .. _____........ _� RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS Safety Cover/Alarms-Dwelling Exits shall have one of the � 1.Safety cover in compliance with ASTM F1346 or 2.Alarms which sound continuously for a minimum of 30 seconds.Alarm deactivation switch for single entry must not last more than 15 seconds and must be>=54"(4'6")above threshold of door. `u I Minimum Fence Height 48"(4')measured on side s oppo it e pool Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54" 4'6") must be located on pool side of gate>=3"from top of gate t and have no opening in gate>.5"within 18"of R.M. r + + ° + ♦+ + + as t �' Rule 1 -Horizontal Members spaced<45"(3'9") Vertical .0:: •.•. •!, '� •.:' 'J:• f ° ♦i+ ♦i ++ ♦+ +� ♦ t i'� ♦ Members shall not exceed 1.75" i��1•. :`i :•�i' °I ' •�•�•( •�� ! f"® 1++ ♦+ ♦+ '+� ++ i� ♦+> y ♦k �� >=45.. 3.g., Ve11iC31 '• "' `r ' ` ••^ ••• • +` • • ♦ y ♦♦ ��♦♦ Rule 2-Horizontal Members spaced ., .; . .•«• �.�,• •�:; :O.1 :••s ��r P �,+ +♦ ryA+ ++ =♦♦ ♦� ♦♦ ♦ 1 ♦ � �`� � � Members shall not exceed 4" - "� ''�' `�' ;�" �,,; ♦ D • ♦� ♦• �• ♦♦ It �� 't� �� ♦� Chain Link-Maximum mesh size shall be<= 1.75" .- ♦ � ♦ squares Lattice Fence-Maximum opening formed by dimensional members<=1.75" 2"Maximum Vertical Clearance measured on opposite pool side i SP .....ECIFICATIONS ...... _ _ _ _ .. ....... .................... ..... Review system details for Save TO covers. Fabric Mechanism Covers •5-year limited prorated standard warranty • Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6" hinge •Low-stretch rope and webbing(2000-lb. break) • BezelTm lids, 16"and 18" •9 standard colors: dusky blue, royal blue, • Vanishing Lid M trays, 12"-24"wide with light blue,aqua,forest green, beige,tan, , stainless-steel trays and stainless-steel gray,and black adjustable brackets • 35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light r blue,dusky blue,and beige Safety • Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized - •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or- F1346-91 safety standards.The installation of an ' deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools Painting—all extrusions can be painted to match most • 90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box ' •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components ' •Positive-shift system •Standard units include either heavy-duty slip , clutch or auto-shutoff with amp limiter - • Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical` •3/4 hp waterproof electric motor • 1 %hp/2000 PSI hydraulic system. •Safety lockout key control •CoverLinkTm touchpad control • Low-voltage auto-shutoff with:key switch t •Low-voltage touchpad •Low-voltage water-feature shutoff. f FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world.We are your partners in providing•a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model "Save-T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference . in a residential installation.This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. - However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: •Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 :97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation: If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on.a circuit different from that to which the receiver is connected: If you have any additional questions please contact Cover-Pools at 1-800-447-2838. 23 I JPG DAPT-2 Manual 12220E:Layout 1 5114109 12:42 PM Page 1 - —�-- . I L a e •aa 4 4 �• p a44• DOOR Men the 9-v011 Union,is Iew.the doo,alarm torn w9 chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SwRCHES 10 rccondslhis moetw it is Ilme to instal a new baron,,Gallery If.Is •Never par It ewlmming alone.Never leave a child alone,even READTHE DOOR AL M MM'UAL WR INETALLATR)N ONONE ODOR FRST: InstallationInstructions apprOximalelyl yesr.Toss your door alarm wseMy by opening lho door fe ens We,the fetephODe, Al-ARMTHE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR and Allowing the alarm to Soots. •Always remove the entire solar cover from a pool before TOTH.COEOPS ITC SENSOR WIRE6 CAME,THEN USETHESUP1M1M MODEL DAPT-2 swimming. JUMPES"RES TO CONNETTO ME FRAME.EKDC USENSOR SYPLIEO MEETS UL 2017 �MWNG Remember that alcohol and water safety do not mix. JUMPER'RAMS TO CONNECT TO THE SCREEN ODOR SENSOR$1P IN , - O ••. I •, (SEE DIAGRAM 9ELOVA.THE Two SENSORS SHOULD BE HOOKED UP IN •Have your po I area lanced and the gate locked to prevent pARELLEIn'fM EACH OTHER. - naVUoNaed entry to UNA pool,and InstsR a gate alarm. .THE PLASTIC COVER6 ON THE SENSOR SWRCI1.a SENSOR POOLGUAf1D is sold with a nmaetl wMAMy to cOVer delett6 in pad8 .Lock a tl eC r all doom In the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION 1 w Md workmanship to,one year Iron date of purchase.(Retain proof oI et ea9 to the pool,and Install a door alarm. SYVRCHES GOON THE FRAME BY THE DOOR MVMH coax u LISTED purchase).It Poolguald erMNlfi a delecl,INease can our Customs, -Have a responsible adult teach swimming and water estory le l.IAGNETEGOMMEDOOR ITSELF-SEEPILTUREINMMUAL Service tlopaRineN al l-eOLL242-]1G:1.Urulahorixed relums win not lea you,<hUd,-. EOUPMEMNEEOEO [[opted.Proper room,I,only crowed when the Unit is retumod ro the •Maintain clean,clear water in the pool. A.WE COOR ALAFlA AND 31.1OUNTNG SCREWS manulaCturcr.Yen our wobsits a1 www.p.1gua,d.—t0 fill OM you, -Do not swim during electrical$forme. B.ONE SET OF SENSOR SWITCH MD SENSOR MAGNET AND a SDNFVS •',-I ®•� s. warranty mgisimtion inlormeii- -Do not permit bottles,glass,or sharp oblecte to be used FOR DOOR FRAME 6 DOOR "• e I Mound the pool. CONE SET OF SENSOR.SWITCH AND SCNSOq MAGNU..JUMPER WRES, ® /�I.ilj Ask your pool dealer how you cn Improve your pool AHD SCREW, i3T, safety—gwy will bo glad to..far you a -FOR aC U HAVE DOOR FRAME MD SCREEU DOOR If HAVE ANY N5 CALL US AT edso-s<T-T6I -Above MI: member that your A o,eWa,6A6 and - MAIN ODOR SCREEN DOOR ' [emir will allow you r toy roar pow.$o M4 ' ^ DOOR ALARM Figure 1 D s'IToI D Oa The horn Is 85d0 at 10 feet PBM INDUSTRIES,INC. z E P.O.Eaa 630 « - LED ppS6THRU IMPORTANT NORTH VERNON,Df 4736a OOIgUard A �O O $ M-H s •' fit3.W8.361a , ,P-;NA.Iv`.IVN•,. ® The protlucl has been dedgned to aid I.the detection of unwanted PBM INDUSTMEa,INC. IUMPER/ HORN Inlruslons Info unsupary 68tl nrees.PODLDUARO DAPT-2 IAA poolguard' www.pootguard.com WOES SAFETY ALARM SYSTEM AND NOT A LIFE SAVI NGDEVICE.It e II ,� MADE IN THE USA and UnOe usedincoryuncgon wdh ly Is ately agUlprtenl currenny In use REV.5-09 A Figure 9ENSINGf, end SlwldO not stied axisling safety procedures ' WIRES - � � IF L7 VKWE Town of Barnstable *Permit fio Uo/s5 Expires 6 ionths from ass a date °T Regulatory Services Fee + BARNSTABLE. MASS 39. 0 . Richard V.Scali,Interim Director i6;q �0 QED MA'I A Building Division Tom Perry,CBO,Building Commissioner 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 1 R6 037 Property Address 700 B South Main Street, Centerville ®Residential Value of Work$ , �� Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 700 Main I I C Contractor's Name C.H. Newton Builders Telephone Number _508-548-135 .11 Home Improvement Contractor License#(if applicable) 107888 Email: Construction Supervisor's License#(if applicable) CS-046 192 If Oo'i []Workman's Compensation Insurance A p� � Check one: JAN 12 2015 ' El am a sole proprietor ❑ I am the Homeowner TOWN OF BARNSTA E g [� I have Worker's Compensation Insurance = + Insurance Company Name Acadia Insurance Company Workman's Comp.Policy# =A007321122 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ER Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to Bourne ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *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/quire�d.-• SIGNATURE: T:\KEVIN Mudding Changes\EXPRESS PERMInEXPRESS.doc Revised 061313 oFn+s • ansivsres�, � ASS A'0r Town of Barnstable Regulatory Services Richard V.Scaly Interim Director Building Division Thomas Perry,CB0 Building Commissioner 200 Main.Street, Hyannis,NIA.02601 www.town.barnstable.ma.us, Office: 508-862-4038 Fax: 508-190-6230 Property Owner Must Complete-and Sign This Section If Using A Builder I. David L.Newton as Owner of the:subject property Y hereby authorize C.H.Newton Builders to act on m behalf in all matters relative to work authorized by this building:pertnitsapplication,fbV 700 South Main Street, Centerville 02632 (Address.of job) 12/30/2014 Signature of Owner Date L Ua.v d �QT D.Y1 Print Name If Property Owner is'applying for permit,please complete the Homeowners License.Exemption Form on the reverse side. TAKEVIN_D\Bii lding Changes\WRESS.PERMII%WRESS.doc Revised 061313 The Conmromi:eaWt of-Iassacljusetts ' Depardnent of Inrinstrid Acddenis ` Q i� o of Investigations. y 606 W&ltu gton Street Bostoib J"02111 4101a11ass.gov/dia Workers' Compensation Insurance Affidavit Buaders/ContractorsMectiicimn lumbers Aw&cant Information Please Print Lembly Name(Business+ 700 Main LLC Address: 700 B South Main Street City/State/Zip: Centerville, MA 02632. pgone Are you an employer?Check the'appropriate box: Type of project(required): 1.3 I am a employer with 45 4. ❑,I am:a general contractor and 2 employees(full andfor part-time). have hired the sett-contractors 6. El Net construction 2:❑ I am a sole propdetor;orpartaer: listed on the attached sheet. T. Remodeling These sob-contractors gwe i ship and have no employees 8. ❑Demolition working for mein any.capacit.y. employees and have workers' g Building addition [No worlms'crimpinsuranceinsa „ce : : comp..*,suran_ce? . ,] 5 ,❑ We are a-corporation and its. 16.0 Electrical repairs or additions 3_❑ I am a homeo,tra m Plumbin do' all work officers hn-e exercised their 11.❑ grepairs or.additions _myself [No"Workers' of exemption per MGL 12.[�Roof repairs insurance regaue&]; c.152;§1(4�andurehaveao` employees:(No uarkeis' 13.0-Other comp.iuswance required.] _ $Any appiitaot tst checks-b=#1 moist also ffi cm the'secdmbelow sba r,. m&vm ets'comp�fiaapol cy iafe=atirr . l.1$ameovmmzwbo mbtmit this off davit iaedwftg d3ey sm ilom*all wc&aa4 do]ale outsidf c=mctors ma-t mbmir a nem aM�indicstimg mcb =C==cWzs tha dma t is bin:must attached sn additional sheet showbgthe name of the sub-eotaracroa attd state wltetber wzmtbcse ezztiri bsce employees.7f the stdreammaws hwe employes cheS pmvi&ttrnu wart ers'oomp:policy mmiber: i am all imployer€Ipat ispamRdua :tsrorkers'conw ensat on insurancefor.rrly.emplayeeL Below is'thepolicy and job 4e g f InsuranceCompauyaName: Acadia lnsurarice Company Policy#or,Self--ins:11C.A. W C A 0073 21122 Expiration Date: 1/1/2015 jobSiteAddress: .700 B South:Main Street CitWStatelZsp: Centerville, MA 02632 Attach a copy of the workers'compemationpolicy declaration page,(showing.the policy atrmber 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 S1,500.00 andfor oneyearimprisonment,as,well as civil penalties in the for of a STOPVORK ORDER:and a fine of up to$250.00 a day against the-.iolator. Be a&jsed theta copy of this.statement may be forwarded.to the ice,of Investigations of the DIA for"insuzz ce coverage verification I do hereby ceafifi,under e.pains mid penalties of peda jy;that tine infionnalion prosided abw-e is tin¢and correct 2 30/2014 Si2natmEe; Date: � .Phone#: 508-548-1353 Official use mtly. Do noi:write in this.area,to be com0kted by city'or town official Citv.orToww PerffifilLicense 9. Issuing:�autherity:(circle one): 1,"Board of Health -2 Building Department-3.CitSlf oWn Clerk 4.Ilectcical Inspector S.l unbing Inspector :6.Other Contact Person-. - Phone 9: 6 ,4 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisiyr License: CS446192 n DAVID L NEWTON 106 WHITMAR'Irp ' Cotuit MA 626357 4 Expiration Commissioner 09/19/2015' # x jjEx ffice of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR egistration 107888 Type:piration �781.40/20f6 Private.Corporatior C.H. NEWTON BUILDERS INC... David Newton 549 Main Rd 28A >t W.Falmouth,MA 02541 Undersecretary i - i In accordance with the pro_vtsioris of lYIG1J c 40 s 54 a condition,of Building PernuE Number. _ is.that the!,- ris resultYng from this work shall be disposed of n a properly licensed solid waste, disposal.facihty, as. defined b� 1VIGL.c. 111, S 150A This. debris will.'be disposed of in< Bourne (Location of Factp) Signatur . Permzt Applicant 03-11-14 Date IF A„DUI!%IPSTER IS' USED IN EXCESS OF 7 CUBIC YARDS: AA PERMIT FROM THE FIRE DMPARTMMT'IS REQ EJIRED:. i c � eC o l00`�� r 1A37�$rA8L8. " . Town of Barnstable 6 len r Regulatory Services s r Richard V.Scali,Interim Director ]Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,,MA 02601 www.town.barnstable.ma.us Office:-508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, in Q , as Ovmer of the ectro subj e 1 P P rt3' herebyauthorize �� to act on my behalf, in all matters relative.to work authorized by pen-nit building pe �it application for: (Address of Job) 12 Signature of Owner Date Print Name if Property Owner is applying for permit,.please complete the Homeowners License Exemption Form on the reverse Side. ' TAKEVIN__D�Buildirig ChangeslEXFF-ESS PERMITOVRESS-doe Revised 061313 Official Website of The Town of Barnstable Property Lookup Page 1 of 4 - ' Assessing Division Property Lookup Results 2014 S 367 Main Street,Hyannis,MA.02601 «BACK TOSEARCH<< w Print Friendly Owner Information-Map/Block/Lot:186/037/-Use Code:1090 Owner Owner Name as of GOLDENBERG,WILLIAM J&NELLIGAN, Map/Block/Lot GI(' MAPS 111/13 SUSAN 186/037/ y MAPS 700 SOUTH MAIN STREET CENTERVILLE,MA.02632 Property Address 700 SOUTH MAIN STREET Co-Owner Name Village:Centerville Town Sewer At Address:No GIS Zoning Value:RD-1 ..... ......... Assessed Values 2014-Map/Block/Lot:186 1 0371-Use Code:1090 2014 Appraised Value 2014 Assessed Value Past Comparisons Building Value: $368,800 $368,800 Year Total Assessed Value Extra Features: $36,800 $36,800 2013-$758,800 i Outbuildings: $28,600 $28,600 2012-$772,200 2011-$766,900 Land Value: $324,000 $324,000 2010-$776,600 2009-$1,1.96,400 2008-$1,166,000 2014 Totals $758,200 $758,200 a, 2007-$1,087,600 Residential Exemption Received=$86,566 Tax Information 2014-Map/Block/Lot:186/037/-Use Code:1090 Taxes I C.O.M.M.FD Tax(Residential) $1,144.88 { Community Preservation Act Tax $183.76 Fiscal Year 2014 TAX RATES HERE Town Tax(Residential) $6,125.30 - $7,453.94 Sales History-Map/Block/Lot:186/037/ Use Code:1090 .. -! `History: Owner: Sale Date Book/Page: Sale Price: 'GOLDENBERG,WILLIAM J&NELLIGAN,SUSAN10/31/2007 C184498 $1 j GOLDENBERG,WILLIAM J&NELLIGAN,SUSANI/25/2005 C175732 $1150000 MIKALSON,LESLIE H&GAIL S 7/27/2001 C162270 $0 MIKALSON,GAIL S 1/19/1999 C151737 $1 MIKALSON,LESLIE H&GAIL S 5/15/1996 C140720 $425000 WILLIAMS,JOHN E '_. 9/15/1990 C121541 $375000 HILMER,WILLIAM P&NANCY S 9/27/1977 C71906 $0 Photos 186!0371-Use Code:1090 ......... ,MINr Sketches MapiBlock/Lot: 186 1 0371-Use Code:1090 This property contains multiple sketches. Please use the navigation below the sketch to browse sketches. 3 `' http://www.town.bamstable.ma.us/Assessing/propertydisplayscreenl4.asp?ap=0&searchpa... 3/27/2014 Town of Barnstable Page 1 of 1 a Go Back {y -< Building Details Land Building $368,800 Bedrooms 3 USE 1090 value Bedrooms CODE BMT 210 [. 1 FQ� K' Replacement Lot Size Cost $295,201 Bathrooms' 4 Full (Acres) 3.45 Total Appraised $ f Model Residential Rooms 9 Value 324,000 Style Cape Cod Heat Fuel Oil Assessed $ SAS Value 324,000 26 Average 3 Grade Plus Heat Type Hot Air PT0 i_Year Built 1720 AC Type Central Effective 5 Interior Wide depreciation Floors PineCarpetIC ,_ FHS A5 1 1/2 Interior Stories Plastered BA Stories Walls ', V Living Area Exterior Wood 3,114 Walls Shingle Gross Area 5,054 Roof Gable/Hip sq/ft Structure Roof Wood Cover Shingle Building Details Land Building $368,800 Bedrooms 2 USE 1090 value Bedrooms CODE 1 Replacement Lot Size Cost $103,015 Bathrooms 1 Full (Acres) 3.45 4 W.DK t. Total Appraised $ 1fi Model Residential Rooms 5 Value 324,000 Style Cottage Heat Fuel Pro Assessed $ Ty Propane g p Value 324,000 Grade Average Heat Type Hot Water 8AS Minus Year Built 1939 AC Type None Effective 15 Interior Pine/Soft depreciation Floors Wood Stories 1 StoryInterior Wall rt , Walls Brd/Wood Living Area 1,014 Exterior Wood sq/ft Walls Shingle s Gross Area 1 238 fftStructure Roof Gable/Hip Roof .Asph/F Cover GIs/Cmp http://www.town.barnstable.ma.us/Assessing/printsketch.asp?mappar=186037 3/27/2014 P�ppTHE 1p�� Town of Barnstable *Permit# 1 y p Expires 6 months from issue date : STAB . _ Regulatory Services Fee �d 9 bmm. 8 ie39.. Thomas F.Geiler,Director { �AIED MPt p Building Division- a 'E 5 Tom Perry, Building Commissioner �Ae 200 Main Street, Hyannis,MA 02601 NOV I Office: 508-862-4038 710W)v 0Feq/��2445 Fax: 508-790-6230 EXPRESS PERIVIIT APPLICATION - RESIDENTIAL ONLY STAB�� Not Valid without/R`ed�X-Press Imprint P Map/parcel Number d��` , d Property Address (7b S©v c Residential Value of Work Owner's Name&Address W 1 UL-1 A M N 3 `I 00 So U'I-t-t h-1 A 10,3 tom, Contractor's Name - \ 'te�-QA-011l U t k A Q`rS Telephone Number Home Improvement Contractor License#(if applicable) (5-4 6, Q 2— _ Construction Supervisor's License#(if applicable) I o-I ❑Workman's Compensation Insurance ' Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [V]�I have Worker's Compensation Insurance Insurance Company Name 6 W L-1 t,,1 G Workman's Comp.Policy# ` N C-q -1 6 9 ,50 H Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) G/Re-side Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature U " Q:Forms:expmtrg Revised121901 a �-C)d 1T'05 10:26a BIII Goldenberg 508-773-0036 P. t , 'down of Barnstable ° Regdatory Services $ xM Tomas F.GeRer,Director Bu lding Di�tsion TD= PerM BuRdWg Coto=donor 200 Mfdn Shut $y=%MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete aid Sign This Section If Usk . .Builder $� William Goldenberg ,as Owner of time subjectpropert7 hembyauthorize, C.H. Newton Bu:,.Iders to act an nay behalf, J i in 0 nizctWM relative to work aufi0r;Md b7this bA&g pern%lt app'.i�On for 700 South Main Street, Centerville, 14A 02632 ass o job %�✓' /047/05— Date \ 91te o I Board of Building Regulations One Ashburton Place, Km 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS O46192 Expires: 09/19/2007 Restricted To: 00 DAVID L NEWTON PO BOX 922 FALMOUTH, MA 02541 Tr. no: 5359.0 Keep top for receipt and change of address notification. .-CA1 C: SOM-04/05-PC8698 f � BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS O46192 Expires: 09/1.9/2007 Tr. no: 5359.0 F. ':�Zo Restricted: 00 DAVID L NEWTON PO BOX 922 G— FALMOUTH, MA 02541 Commissioner z N m _ - A N 01 cco 91te -- Board of Building Regula 'ons and Standards One Ashburton Place - Room 1301 Ca Boston_ Maasachnsetts 0210i8 p co Home Improverne� >, .a�tractor RegistrationLn --- --- --- -- Registration: 107888 _ '~ Type: Private Corporation - t Expiration; 811012006 C.H NEWTON BUILDERS, INC. David Newton _r . PO BOX 922 - - -_= -.�=_ ---- -- - ------ >�= - Falmouth, MA 02541 Update Address and return card.Mark reason for change —' Address 0 renewal ❑ Employment U Last Card m 57 OPSC'.;7] a"3 5(JMdF44114-G9aF2]o ✓Pd8 Lr'FJ•11d9iItm92tLiE�Clf!'• r�✓'6Y6A9f2CdltfdCad - O Hoard at Bonding Regulations and Stmndards License Or registration valid for indtvidul Me Only t HOME IMPROVEMENT CONTRACTOR before the expiration date Hfound return to: Road of Euildmg Regulations and Standards Re rr:_10738 one Ashhurt an Place Rua 1301 —bptEl8�9{N2006 13Oetuuy 1rle.011118 ----_ ' C.H.NEWTO M. David eton WU Falmouth,MA 02541 y Administrator Not-valid without signature I? m m N In accordance rnzth the provisions of MGL c Number _ `� S Sd,.a condition of Building Permit F - • is that the debris resuIting from this work shall he disposed of in a prepe:ly licrtued Solid waste disp i Lclity as defined by MGL c 111 S 150A. The debris will be disposed of in: Bourne (Location of Faciiirr) nature of P::mit Applicant David L. Newton 7 .. - - - . . NOR FAX TRANSMITTAL FORM TO: Barnstable.9 ildime Dent FROM Barbara Rossi COMPANY: PAGE 1 FAX: 509-790-6230 DATE: 1lhy2013 RE., Copies of Open Permits ❑URGENT ❑PLEASE REVIEW ❑PLEASE COMMENT Per my earlier phone ca . We need copies of all permits that are still open for 700 South Main Street, Centerville. Please send me the amount the check should be for the cost of these copies. You can fax me at 508-548-5330 or email at brossiRchnewton.com. Thank you, Barbara Rossi CH Newton Builders 508-548-1353 Ce c? nCiQ,o CAD Ln DISCLAIMER: The information contained in this facsimile message is intended for the sole confidential use of the designated recipients and may contain confidential information.If you have received this information in error,any review, dissemination,distribution or copying of this information is strictly prohibited If you have received this communication in error,please notify us immediately by telephone and return the original message to us by mail or if electronic,reroute back to the sender.Thank you If you do not receive all pages,please call the sender at the utunber/s below. 549 West Falmouth Highway, PO Box 309, West Falmouth, MA 02574 • ph 508.548.1353 • Ex$08.548,5330 98 North Washington Street#202; Boston, MA 02114,• ph.617.723.4567 919 Main Street, 0stervllle, MA 02655 • ph.508.428.9013 175'Varick Street, New York, NY 10.013• ph 646.664.4474 chnewton.com Town of Barnstable * Regulatory Services BAMSTA Richard V. Scali, Interim Director Building Division ArFp�.�A Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 18, 2013 Ms. Barbara Rossi CH Newton Builders PO Box399 West Falmouth, MA 02574 Re: Massachusetts Public Records Request for the following address: 700 South Main Street, Centerville Dear Ms: Rossi: For copies of documents pertaining to the above addresses please pay the following: 75 copies at .20 a page 15.00 1 copy at 3.00 a page 3.00 2 copies at 4.00 a page 8.00 Total $26.00 Please make check payable to the Town of Barnstable Sincerely, Debi Barrows Administrative Assistant The Town of Barnstame Department of Health Safety and Environmental Services Building Division 367 Ruin Street,Hyamb,MA 02601 OfIke: 50-8624038 508-7"-62.30 EVMA Owner: Map/Parcel: Project Address:` h„n ��o�l Builder; ...�.-- The following Item were noted:on reviewing: r- ., Reviewed by: Dates i Board of Building Regulations One-Ashburton P ace, Ism 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS O46192 Expires:09/19/2007 Restricted To: 00 DAVID L NEWTON PO BOX 922 FALMOUTH, MA 02541 Tr. no: 5359.0 Keep top for receipt and change of address notification. .-CA1 is 50M-04/05-PC8698 ��tE �0997/IYldltl!/P.CLGL/L dy i,/GGCLOJCL(31LLCQP.CCJ BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS O46192 Expires: 09/19/2007 Tr. no: 5359.0 Restricted: 00 DAVID L NEWTON PO BOX 922 G— FALMOUTHTH, MA 02541 Commissioner i9 m - N m A Board of Building Regula ions and Standards Ln One Ashburton Place - Room 1301 Ca ao Boston_ Massachusetts 02108 a Home Improverne> , .c t tractor Registration n Ln Registration: 107888 Type: Private Corporation Expiration: W1012008 C.H. NEWTON BUILDERS, INe. --- David Newton ---- PO BOX 922 _--_- — ---- -- -- -- -- Falmouth, MA 02541 •'' �' Update Addrem and return card.dark reasm for change. n_ (j Address ❑ kenewai ❑ Emptoyment Lj t.ost Card OPS[::11 s7 SQMQW114•GtOtZto - rn --- ----- ---- - - ----,-- -- - _ ✓,4e �ua�amn�ue�x!!l�nf4�-�av�rrGrlae�C�l _ _ o �. Hoard of Building Wgulations and Standards fAcense or registration valid for indtridul use only L HOME IMPROVEMENT CONTRACTOR Wore the expiration date. Hfound return to: Board of Building Regulations and Standards liegislraffoir: 187�A1B One Ashburton Place R}m 2301 91jgao 6 li3aetoa,lie.02108 ate Carparalion C.H.NEWTON atJLQIENG.. David k4mlon 549 h9arn Rd 28A W,Fal mouth,MA 02541 Adavraistrater Not Vaud within t signature D G7 m m ' N a � / (� � C ® ® WISE•SURMA•JONES-ARCHIfEM 24 CHNTHH 5721li!Tf NEW BSDEORD,D M740 Entry H •• w ® �F' _ -all (508)997-5977FAX(5(1B)997 0993. �C�AA� FAY D. LoW goobhebm x5'-6'Hlgh CeNrg VP al f� 5-Edge of Room Attic - Master Bedroom TV Room 0 7381 cn D MOUTH, ANC Access Panel T J� helves helves - .. sunrOOm O �i P7 CN•�J��® ® rT ® ® OF x5'-6'High CBNBg of Edge of Room ----'1 Floor to ceNing •/ • ® IR © j Remove ebsNrg 8 0" - q ShaIN Remove Affng Cl. a able hung W4imws 4'-z' - 6`� - - doublehungwtrgom MlrstaBc¢ement udis ®. Removee�dstlrg door o7d wdlrstoBcasementws I ® eroageoperAgtwr»w 7 30-Xea'Clow - I � i _ w CI. - g NOTES Bedroo Bedroom#2 [_®_ �. ©\`� Bathroom - ® - LiNn4 Room Closet $E - O irIGO cL cl. • Storage( Storage BalMoom ., shelf/r — shelfhod m g o Bathroom r s mp m Attic ® 0 a / \ b C_ - `=---- ------' M '-� � .. 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(508)99'l-5977 PAX(508)9974)M hAAA n� ��RED A`R�CeH/T RY D.Jpn✓FC� 7331 rn Q Li /S. AR MOU w 2 P c' ri G F,g6H OF6 M Baftvoom -- -- _�J d . d � - a n DSLEDGERSEC URED TO EXISTING WALL STRUCTURE O (2X10IedgerI BIow alcellBgloBS) I closet u ,I i U New DOorrn I I u p NOTES ' NBW OpeNrg I I ® 3 . } A Nsed Roof Fmming.5ee Funlrg Plan S01 SNowerEMaWe ' 4•-1U' 3•-2' - Roof Framing Plan xole:l2'=1'-0' Master Bath Floor Plan Scale:IIT=1'-0' '- r . REVISIONS: • CAST-IN-PLACE CONCRETE FOUNDATION , WALL WITH 76"WIDExl2'DEEP CONTINUOUS SPREAD FOOTING-MINMUM 4'0'BELOW GRADE - - .............---..........................................................................__.._......... :. .. a.. _ .......... ..- .... _ .__. r---- -- --------- SIT Imo" ..........._ I 17LONGNi�lAR- EFOVIMO ,E � _........._ .... . 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' 4'BELOW FINISHED GRADE THE GOLDWERG HOUSE I 700 SOUTH MAIN STREET Typical Foundtion Detail OSTERVILLE,MA Scale:12'=T'-0' TITLE I 17 LONG IHTEEAR-EPDXY IM MASTER BATH ADDITION L----------------- EXISTING FOUNDATION 012 O.C. • PLANS AND DETAILS SCALE: AS NOTED DATE:August 31,2005 DRAWN:GJ Foundation Plan -• Scale:l2'=1''D' DRAWING NUMBER - A-03 NOT FOR CONSTRUCITON 0 WLSE-SURMA'JONES-ARCFIDECTS WISE•SURMA•JONES-ARCfETECPS 24 CBNSRS STASBT EXISTING FRAMING TO R6WllN NEW RRDIORD bfA M740 (508)997-59T7 . PAX(508)9W.0993 PHILBROOK ENGNEEMG 1 31512'LVL Heatler - 107 RRACR RfRHHl' STAT3CTI/RAI-Mzon LS RAFTER TAIL CUT DETAIL D08)38 416U s TO MATCH CUT OF EXISTING s�s)3esaeaz ROOF RAFTERST ,- ROOF FRAMING GPTgNS I I I I EO Aq Tom'RAPIERS®1TOC.OR _ ��(� C,y (25W COLLAR TIES EIHER OPTION I I II I I I, �\GJ O�Y D• �T�C II a II 0 7381 S.DAR OU J� r III ROOF FRAMING OPTIONS———— � ��V _zxlaRAFERs®1s'oC. 9(j}{OF�PS II —iRc®1soc P,wm Drairmge PlKhlor Roofl=____ ®py� 7X77'Rldpe Bond 27G2'RldOe eoad F= — NOTES r tl�v II II T 95 REPAIR THIS SECTION OF r'- b`• rxa Ladua OVERFRAMED ROOF ABOVE - DINING ROOM AS REQUIRED AFTER NEW MAIN HOUSE ROOF L TYPICAL WALL HEADER TOR.O.UPT03': L F31512 LVLHGodW RI 75W W/12'CX PLYWOOD FILLER FRAMING HAS BEEN COMPLETED EXISTIN 3 FRAMING TO REMAIN ROOF FRAMING PLAN ^? - REVISIONS: Scale:1/4"=1*-C' l ................._.......................:......_.._.........._.._.__..._.............._........__.. W � c - ,, IT ......... ... ............. ..................... _........... VV .................................. (yz sac Roae tr r�[]� D �}Q �T EXISTINGFRAMINGTOREMANI —3 EXISTING FRAMING TO REMAIN - 1CIC GOLDENDERG USIDENCEj 700 SOUTH MAIN STREET OSTERVHIF MA - .. TITLE ROOF FRAMING PLAN SCALE: AS NOTED DATE:December 1,2005 DRAWN:OJ I ( I DRAWMG NUMBER S-02 ISSUED FORPERART . - r 0 WLSE.SURMA ONES-ARCIU=TS • WISE•SURMA•JONES-ARCIIlT M 24 C@7TRH STRHHT NEW BEDFORD.BSA 02740 (509)997-5977 ' PAX(MB)997-OM BEARING LEDGE P.12YR' SYP BOLTED TO BLOCKWORK BELOW - PHII.BRC+OK ENGINEERING • 1w7 RACKST'=T 81RSJCIIJRALHNGINBflR.S DENNJS,MA 026M (5DS)39541682 FLOOR FRAMING OPTIONS NEW BLOCK INTERIOR FOUNDATION - i c WALL AROUNDPERIMEIER-REFER '13/4"x9I/Z.7E TI(TS01 O.C. c 13f4"x91UOU$ VIRB AO.C. RUN CONTINUOUS OVER BEARWG WALL TO SECTION AND NOTES. 8 P - • n 31?xv 1/!91/! V'- R I .H EliSRNImLR ?1.7EDMBERSRRANDorE - _ PROVIDESOLID 2x BLOCKWG1?TJIIIOsBEARING.UO US OVER BEARING WALL1/2u91/l191 1Ja NvEBL1RANDLA IN LINE W/WALIS ABGVE FLOOR FRAMING OPTONA FLOOR FRAMING OPTKM3/4591?1.7ETIMBERSTRANDor -I3/4k91?1.7ETMBEJ,—Dor 3{4"X9)/2'TJI1la1®16'OC. -13/!x91?T11110a�160.. CHANGE ROOF FROM SHED ROOFTORUN CONTINUOUS OVER GIRDER RUN CONTINUOUS OVERGIROER GABLE ROOF PER HISTORICALCOMMISSION RECOMMENDATIO'12/A7,C5YBHeon: 2k4"BEARINGWALL PROVIDE BU4TUPG WALL " C�OF\`i• P Cwo KaQ.rtetllaer Ae(ai 31?x91/YI91?TaE 2'kC JACKSW/ WIS IN0 E BOTTOM ANDDt q C c FLOOR FRAMING OPIgNS W/SINGIE'BOTfOM PNDDr CA N;6FC °rw W®fie a p° 13/L ?1.IE TIMBERS9RANDo TOPPWE 2k4'KING SND 70P PLATE -73/4°z91J2'TJI170s®76°O.C. I I I OTES ■ nm Susan, N l 1+ 1 I I TYPICAL WALL HEADER TO RGUPT03': - zYe CO O.C. - �Tas 31Y1x91/s-Hlll I W kd'COlLAR 71E5®1 L1.C. (2)2WW11?CX PLYWOODFILLER py�P' Ja PM09tS7RAND19. Cohlri.:31/Z000r1 t. I I I Rea Steel Cott—,S WISIT w,' I a I I ti°H,F6 4 - g LCC 35/3.5 Lally Cap-d I II II II I .. Ex RIS: 6 2 1/1'XS-x5'S16eI Be PIo1B I 9 i?LVL RIDGE BOARD Q c Fooling 4'CQC. 8 ° 1)& Sl4'Concrefe PorE on I i I I I I F y E EaSnagem I I I I I I I I I I y i Q R O O Tv 1 ALLOW FOR WASTE DROPLWB AND MAIN VENT RISERS IN BATHROOM ' FLOOR FRAMING OPTIONS _ EXTITIN FRAMING TO REMAIN L 1- 3/4k91/?1.7ETW6 6"Dw REVISIONS: -1 3{Px91/2"T117105®16'0.C. - c - - RFV,S1.;_CHANGE ROOF_OVER...@ATHROOM_-.. I, - ADDITION TO GABLE PORM PER HISTORICAL '.. . = COMMISSION RECOMMENDATION 12/20/05 FIRST FLOOR FRAMING PLAN' SECOND FLOOR FRAMING PLAN __.._....._............__.......__................_._...__....... - Scale:1/4—1'-0" .._......_..........._.....__....._......__.......____...._.___._........_.....___..... Scale:1/4—1'{7' y NEW 2k4'STUD WALL INSIDE EX]SnNGSHFATHWG _ AND POSTAND BEAM fRAMWGMEMBERS - • A F " FINISH FLOORING OVER3/4'TBG PLYWOODSUB FLOOR " - ..._......_..__.___._..__.__.........__.__..__........._...__ _.. JACK UP FRAMNG TO ALLOW NEW SUBROOR BEFWEEN - - _ SILL AND WALL PLATESNA0 v ...___.__.._...........__ ... ....... .............__.-..... i EXISTING/REPAIRED VERTICAL BOARDSHEATHWG e, ........ .._:........._.........................._.._.._....._....._...._... e'W P.T.SYP SILL PLATE - -.: .p .>. FLOOR FRAMINC-TOE NAILED INTO SILL AND FOUNDATION _ ._ __......_...._- .. ._.......__.__._. SUB-WALL TOP PLATES.REFER TO PLANS FORSRING - ---------"--_" i T EXISTING DOUBLE WYTHE BRICK FOUNDATION WALL , E - P.T.SYP 2)k4"BEARING PLATE RE POINT AS REOUNtED a -.._............._-_. ._... .. .. 1 ......... ._....... IST N FIR G TO REMAIN /2'O ANCHOR BOLTS 6'-0'OC- ..... r - EXISTING FRAMING TO REMAIN THE GOLDRaERG RESIDENCE 700 SCI T1 TI MAIN STREET 4-CONCRETE PART ION BLOCK WAIL WITI OS'I`'ERA MA SOLID GROUT IN ALL CAVITIES e TITLE �MONOLITHIC CONCRETE SLB/FOOBNG FII2ST FLOOR FRANIING AND SECOND FLOOR FRAMING PLANS i s12 ,3'CONCRETE SIPREADFOOTING .. F SCALE: AS NOTED DATE:December 1,2005 FOUNDATION DETAIL'A' DRAWN:GL ❑ ❑ ❑ ❑ ❑ DRAWING NUMBER 0,1 ISSUED FOR PERMIT B WISE dURM/i ONES-ARCH Tl— I , WISE•SURMA•]ONES-ARMFEM 1 24 CENTRE STREET - - NEW BEDFORD.MA 0274 (.S)8)90-5977 q - AAX(508)9410993 - PHILBROOK ENGDOU00 107 REACH STREET STRUC 94, DENNIS.MA 01638 1 (509)39S8 \r�!� D q,c,c y F C?J,qRY D.J�yr✓ �'� N Lu 0. I '��ly OF MA'S 'NOTES Q SECOND FLOOR PLAN-PRELIMINARY ' I Scale:1/4"=1'-C' 5 9 g REVISIONS: Q.-1. 3.-0' _ ._.._.. - 14'-0' - S'-g� 1•-C i.8. .0' B'9' I'-r 1'-0' _................... it-mT r-E' r.e' z r r' - - ............ - - ' - Ba • x x w ._....... � .. mN - b 'g I ' a o LINE OF CHIMNEVASR - a h PASSES THRU ROOF SHOWN " ...................._........_._..._.......__. _ __. _ •I iry DASHED N ......._......_..._...__.... ._._.....-._ ._".._....._.._.........._.............................._.._...__.._............................_ ........................_._........._._..........................:_..._............ ._.._.._...._.. J a •� FIRST FLOOR PLAN-PRELI (NARY 31ax9v.-A1a —Iz'Hc[coecREEFBEPOAE 1.7e iIMBD2SIRAND 1s FOUNDATIONREINFORCEDWIIH r�](')^�t1A771�TD�I](�Dl?Qm1C7�T(�- Q, 3 Scale:1/4"=I'-0" #4 BARS 0&'OC.EW. 11E GOLl/i51, ERG 1V.SIDI 1 CE e•J• s B'-m 700 SOUTH MAIN STREET y OSTERVILLE,MA 2 TITLE 2 g I g BASEMENT PLAN-PRELIMINARY PRELIMINARY FRZEPLACE Scale:1/4"=ro' LAYOUT SCALE: AS NOTED a y DATE:December 7,2005 O I DRAWN:GJ i l » DRAWING NUMBER FF I I � { A '06 I ISSUED FOR REVIEW O WISE 6URMA BONES-AROHIB-7'S I _ WISE-SURMA•JONES-ARCHITECTS 24 03N R ST7MT BBDMM.MA 02740 PAX(97-997-0993 �9 .p -�V t jG o� N RT 1 !TH Wall Cabinets \\ \\ \\ O!% .6 / / \ / \ Outline of Stairs to - Attic-Dashed NOTES Stacked \ Washer 8. Dryer Pull Out Hamper ®❑ Drawers Cabinet Sink Base Drawer � Floor to Ceiling Cabinets / Base EIev. #2-Rear Hall Elev: #1 -Laundry -- ca>M coney ❑❑❑ ��. - - ❑❑ ❑❑ - / ❑ ccatP. • , CoaePega Bookcase EIEI El ❑❑ ❑❑❑ r❑ _ o��[� I --- --- i ----- --- --- Desk Top .® \ rr rr��00 Dfl REVISIONS: �I� I�� .............____._.......___._..........-..__......_....._---...___..._.. Base Cabinet with Hip-Up Knee Space Drawers Bookcase .._. _........... _...............__._._....... Tops to Access Storage E/\E e _...........------...__................_................----- _........__ ............. _..... ... #3-Powder Room/Back Hail #4 ................_._................._._.-...._.......................__...... .. THE GOLDERERG HOUSE w 700 SOVPH MAIN STREET OSTERvI T E,MA s -. t TITLE j INTERIOR ELEVATIONS i SCALE: AS NOTED DATE:Oc[ober 5,2005,2005 j DRAWN:Gi DRAWING EP I Ar-05 1 NOT,FOR CONSTRUCTION i 0 WISE-SURMA JONES-ARCF4TECTS ! WISE-SURMA-JONES-ARCHfIE�CfS 24 CSN9RE STREET NSW BEDICSD,MA 02W ('_O8)997-5977 •�.F FAX(50B)9Dom _ D AROIy D.Jo O> If p mou w 6 MA J� PO REMOVE E%IBTNG Dp1BlP NUNG NINDCW • - - ��H OF MIDINBTA NWCASEMENTWINDOVIN - E STNGOFENING LCC BILL PAN PIABMNG BEDROOM NOTES LCC FLASHING TWICN.ROOF OONBTRUCTOJ: BO YEM ASPHALT 9MNGIE9 TO MATOI IJOBHNO ON MEMBRANE ILE AND WATER 9MDD - OVER ENTIRE ROOF AREA CN R.90 FlBERGIABB INBULISION BATT9 • +. 1/2'EMENOR PIwro-ROOF EHEAT9NG ON G MIL POLY VAPOR BARRIER •+ ROOF FENCING MEMBERS ALL JpNi9 TAP® COITILLIWBTaD LE.- -TO E):ISTNG BTRUC URE LCC DRIP EDGE MEIN Jp BT HAV GER9 TIPICN HURMCANETIES FAOI RAFIEREND CONT.. 5.10 L EDD R _ _ f T.O.MATE HT.TO MATCH EJOSTNG KOWA SECURED TO WET-BTtLOURE I NBV WOOD OTTQt TO MATCH WSHNG - �- I CEDAR FA-ABOARD ro 5FV5CO OCO 16 DED MONDING OR EQUAL I x CEDAR BOFFD WRH CONT.I IYP 5TRIP VENT WITH INE,ECT DCR@IING VENEER ON I COAT VENEER PIASTER pI IrB WOW , 9TiPPMNG®ICO.C. NBV DOUBIEHUNG WINDOWS BMHROOM ACCE%ORIE9 • ..// // A9 BEIFGTED BY OVNER. - � .. - MLTAlDOW1JBPOUT9TOMALCHWBNNG MASTER 0.09ET az , RE-FRAME E(IBTNGWALL-R.- - D—INTO BATff.00:•I _ q• - TPICAL WEWOR WALL CONSTRUCTION: TO WTIIRCmAR9 TO MA ® o. WITM I9Q'05URE IAATCt1 EB5TNG REVISIONS ON 15F ASPHAU COATED OULLDING PARR ON 12'ORMOR GRADE RYWOOD SHEATHING ON �.� ........ 2YW WOOD STUV501 G'O.C,-}ILL STUD _ ................... _...._............ .................__............_..._........... . - BATS WSH W I 1 MDERGLA 5 DAT7S INTERIOR rA2 TO RECCW POLY VAPOR OAMUER PLASMFINI^11 FIDLR TO BE DETERMINED WRH ALL JOWT5 TAPED COVOW 9Y - I/2'DU1®OARD AND 1 COAT VBI®2PLASM �o SADDLE TIIRFSHOD - SN•WATERTADIE BOARD TO MATCH W 5TNG DIE] .......................... h FIN.ROpt M.TO MATLH W BTNG ' ._............_............ _............_._............._.......-..............._._.._..._........._.. _ 91LL8EAt13t .r r_,•� - .�. ......... WHERE NEW BLPB MCETB DDSTING CONSTRLLTCN . E.t00M •� 4'W.FORCED CO CRETE BLAB ON APPLY,,HEEI'WATERPROOFlNG ME D—C- ......_..__..___._..._____.....___.._._.._.....___...._._..._...._..._____.... .! -. C MIL POLY VANItHPfBJER E%fEID 12'ABCVE WBTNG FLOOR AND 12'BEIOw TOPOL WM.0 FOUNDATION.MINIMUM " ..............._.._.___..._......._.......__.._........_..................__...._.......__..._.. .. .... OVER 6•GRANUUA RLL - ' B'CAST IN PLACE CON CRER ...__..._......._..._...._..._:_..........._........._._.._....._..................._.._.._....... .............__....._...._.._....._........-_..-.--_.............._...__........... ••-. a a. r. ..................... EXTRUDED FOLYSLYRENE INE UTATCN - UNDER PIL BLAB AREAS-2—CA.TIMCN -- E D DOVN INTERIORFACECF FQINDATION WALLTO TOP OP FOOHNO ' THE GOLDS GERG HOUSE 700 SOUTH MAIN STREET' OSTERVMLF;MA Cross Section SCde:3/4•-V-0-' TTIT.E Master Bath Additim SCALE: AS NOTED DATE:August 31,2005 I DRAWN:GJ i DRAWING NUMBER A-04 NOT FOR CONS TRUCITON 0 WISE-SURMA-JONES-ARCHflbCTS ;.� WISE-SURMA•JONES-ARCHITECTS Sa 6H1AE S1rEBt W BEDPOR EAA OD{D I 590-e9f7 rdP PA.UOU 991.09E! 0120 ago ifY n BDArooln c y n E LGUEDGE4SECUEEDIDExe1WDWALLSIWCNRE 4 � I I 4 � IA loroaW waWor c.wpna N.w Doan I I a N«DD•b.a I I ; NOTES A ' Y allom oa. 0 inowr FroEv:•� d. d. -w ra • Roof Framing Plan Master Both Floor Plan {mt 1/r•1'd r4 cAnuAaucE coNcaEn rouaAnoN REVISIONS: WALL WON Ir WIDKIr0F8 C010410Vt - SHEAO 1001W0-MWIMUM lPe[LOW LADE 1 ' �••':I.` - IrEONO/•xE-eAa-ROILY MO I- ' :;};,�...i'v'�a_y,;;:' ,+:,Ca::a'�:.'.::':;;�•. Ex61WD rouNDAnoN e,ro.c I/r .—AN momcs "�•:':; ..'T;.`:l.`{`:,. Si}:haSV•_.'_t '.}� {'OO.C.MW.-Ir1R0M CObfRS {� " r.�� L•'r:;��.� - ti�Y��V' ' •�.-E e-M+C[WIWMCf CONOIfl! .�-______—_.--�__ ___._.. POU—T—WALLSWORIM4l ..... _.t'�'l'7��''j r.;:Yo!_•.. {.t\�:)�'';''!I�l`'t:, SLABONGRAOR ; r1f YlYWA.CGNI1MIGl4 - -------------- -•--.--.--. "" •.4.}t,`••Y.y'.- !—FOSCEO CONCM SIA! p ,''�(•� ,n ..:1r`� •':`?' •��' -;Y;.��.;- o.,rI1.11-Io—. 'iI 1}1{aeAee CONIWIIOIO—NG .__.—_..___—_.--_�__.�_..._.......—-----_ • 'r'�' eonoM rroom+G J::''.:•'::";,�.:.. UNEROCOlie1YEENE 06NAfON 4 �1..•y.. ._.—._._..__.______-- —_—._________... `1..• r.�,�• :�:•.:. .`...1s,:•.:•�'.�..' NOH EMnaE IUOAREA � '��, r:+':. OVESr WASNEO D0— y.!Y roOiWG 1...o. ,��Ai�. `.r:i+ate'+'•_.h�:�•,`E+„'•:•�.�.: OR n1LLY COMIACto SO— _ f y x,;t.• `:Y:." YeKOW NNON®UADE THE GOLDENBERG HOUSE �--IFIf' •!��,� `�A^t�~�t' vim` Typical Foundtion Detail 700 SOUTH MAIN STREET OSTP.RVIII,E,MA . .-' Ir+DNa El ee.eA4.EroxlWlo TITLE ^V±1•� ^�•L^L" ~~`Ynii ;fi} �• ESDDNG—A....I—. Y MASTER BAT ADDMDETAIL N PLANSSCALE:AS NOTED DATE:August 31,2005 . DRAWN:01 Foundation Plan {ooN:vr•ra DRAWINO NUMBER A-03 o WISE•SURMA-J tMS-AROirEM -- - — — A ----------------- WISE`SUW-JONES-ARCIIlTEC1'S 24 CENTRE STREET NEW BEDFORD,BEA 02740 (AIB)99]-59'/T - - PAX(MB)99T0M { 0 ARCH/T� TO a - - I GABLE GROOFDER�ISTORICALCO COMMISSION - n 0. N RECOMMENDATION 12/db05 0 .�A�iTM TH, w i NIA P RED EDAR ROOF SHINGLES F,1 C ORNICEAND" TRIM-AIMED II��---J1��uI(�-�IIR�❑-fH(�❑�-� ®� ®� ®� ® NOTES LJL_ILJLJ �. WOOD DOUBLE HUNG WINDOW CEDAR EDGEC BEADED EDGE CEDAR CORNER BOARD W HRE CEDAR SIDEW ALLSHINGLFS A 1/7 EXPOSURE 7 ®� CEDAR WATERTABLE - FRONT ELEVATION-SHED DORMER OPTION Scale:114"=V.0' REVISIONS: CHANGE SHED ROOF OVER BATHROOMTO ......._..._..._ ............................. __......_. GABLE ROOF PER HMORICALCOMM SSON RECOMMENDATION 12)20p5 r: . �m��--II��--�� _ .____....._.__..__..............................._................._...._....___._._.. ........ .. .. ... ... .... , THE GOLDENBERG HOUSE 700 SOUTH MAIN STREET Ul IT — — OSTERVII12,MA TITLE Exterior Elevations Option B'-Gable Roof SIDE ELEVATION-SHED DORMER OPTION SCALE: AS NOTED Scale:1/4-1'd" - DATE:Deomber 20,2005 DRAWN:GJ i DRAWING NUMBER sk-02 NOT FOR CONSTRUCTION ®WISE•s[rxNv+-JONFs-ARCHFrE S WISE•SURMAJONES_ARCHHEM IIEW ePDPORD.IIA OI1Q - (1e1199)S9If /0vd►� ' 01 ®� Root shingtes to match etlstkV NOTES wood 91111"and meld downspouts _ to match eAtfing Double hung e Mfr.to be de tr�Wto mmch eodsNg AO wood Idm to match eWHng hs sQe and proNa te ®® ®® ®® ` Whir.survoom Addflon Maslar BaM AddNon SIDE ELEVATION FRONT ELEVATION side:Ip•=rc seas:u.••ro- • REVISIONS: Remove esisling doWle hung windows and imtdl cmamenl unih - ® ® — LCC sldewon flasM)g .._.._._._.___..__............_..._.....__..._.... __._.___..__._. Ve THE GOLDSOUTH MAIN STREET HOUSE 700 SOUTH MAIN STREET OSTERVIILE,MA TITLE Exterior Elevedons — — — — — — — — —— ——— SCALE:AS NOTED DATE September 16,2005 DRAWN:GI Maslar Bothroom AtldMon SIDE ELEVATION DRAWING NUMBER Scale:IN•=LV A-02 e W1se•SURMA•JONES-AROe'IECTS WISE.SURMA•ZONES-ARCfETECfS 24 CENTRE STREET NEW BEDFORD.'MA 02740 PAIL(308)997-0993 PHILBROOK ENGINE / LOT BEACH STREET STRV. . / DENNIS.MA 02678 l" / 50e)3a5 E6sz ED ARCH/T e•_ // K �� oPY JOB Fc� • tc " N .781 72 ou W e " FORESTER PROFILE F4127CROWN / - DASH ED LI N ES IN DICATE C U RRENT FRAMING MEMBERS /// / § ' / 16^ac: NOTES DASHED LIiES INDICATE CURRENT FRAMNGMEMBERS FORESTER PROFILE F413)CROWN� _ _ _____ J — FRAMING FLOOR — pLL� I FRAMING MEMBERS I-- ______ io — Ili I - ----_ B.O.RO. TYPICAL RAFTER TAIL CUT • _ ... SCALE:1-1'-9 LE AFT Q DETAILS SCALE:X 1'-0' - - - " - REVISIONS: t 1. ........... 'bP ....................._......................................._............ ............._.............._....... 4 9 ..............................__-._.—..._........................_..'-"'-"-_............. ..... F ................_.._............_.._..............--_............_....._..._......._.._...._.. 1 TR GOMBERG RESIDENCE TYPICAL WALL SECTION 700 SOUTH MAIN STREEr R R OSTERVILLF MA SCALE:r=1'f TITLE - REVISED WALL SECTION&DETAIIS II I I II SCALE: AS NOTED DATE:December 22,2005 DRAWN:GJ DRAWING NUMBER sk-0 1 rev • - 0 WISE.+SURMA JONES-ARCHUBCTS I Daa rs. Clar P('�Pa t 2) VCi 1 d0t3iLO� VlGyµ3� 07-,�9 W► res fi V) i AIN OF BARNSTABLE w . I o wC)� oLn r� 3-4'CONCRETE CAP n - - CHIMNEY BASE WITH NEW CONCRETE CAP 00 EX/STING CHIMNEY FOUNDATION �I LUell - -. m EXIST TNG 9.1/4'CVL✓GIST LU LU W W � 1 'iR RAG 0752 0 m 5 ' CANT/LEVER JOIST OVER WALL is . PROVIDE SOL ID BL OCK/NG/N FL OOR - )2i - -DECK UNDER NEW POST ABOVE, TYP ) c CU 0 - - - - , DESIGN LOADS PER MASSACHUSETTS STATE BUILDING CODE - - - LIVELOADS - - - GROUND SNOW LOAD: 30 PSF _ 1 C7 FLOOR CI1 A TAI/� ICI A I"I _ _ - UNINHABITABLE A TT/CS WITHOUT TEDS O JO P5 1 J L R FRAMING I V G r LA V UNINHABITABLE ATTIES WITH LIMITED STORAGE: - 2 S ' HABITABLE ATTICS AND SLEEPING AREAS: - ALL OTHER AREAS 40 PSF WINO LOADS. - - • , r - - MASSACHUSETTS ST.4 TE BUILDING CODE, 1/0 MPH,EXPOSURE B - DEAD 104D - - WEIGHTS OF M4 TER/ALS AND CONSTRUCTION o g GENERAL CONDITIONS .. ROUGH CARPENTRY l Rev.: Date: Remarks: U 1.G.C.MUST BUILD EXACTLY WHAT/S SHOWN ON STRUCTURAL DRAWINGS. ANYPROPOSED DEPARTURES FROM WHAT T ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE BTH EDIT/ON OF THE 1,1ASS4CHUSETTS BUILDING CODE FOR ONE AND TWO F414ILY IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO CONSTRUCTION.ALL UN4UTHOR/3ED CHANGES TO DWELLINGS(MBC/82)AND THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS(/RC/82). - - #1 2-05-2615 THE APPROVED DRAWINGS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 2.REFER TO THE NBC/82 AND CRC 182 FOR FRAM/NG COMPONENTS NOT SPECIFIED/N PLANS AND SECTIONS.NOTIFY THE EN61NEEP,OF ANY COMPONENT NOT DEFINED/N F_ 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAW/NGS PRIOR TO EITHER THE NBC 182 AND CRC 182 OR IN THESE DRAWINGS. d COMMENCEMENT OF THE WORK.AND SHALL NOTIFY THE ENGINEER IMMED/A TEL Y OFANY DISCREPANCIES BETWEEN J.REFER TO THE CRC/82 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE 602.3 FOR CONNECTION FASTENING NOT IDENTIFIED III THESE PLANS OR DETAILS. ENGINEERING AND ARCHITECTURAL DOCUMENTS. 4.ENGINEER MAKES NO CLA/MS TOWARDS EXIST/NG CONDITIONS. - 3. THE CONTRACTOR IS RESPONS18LE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING,BRACING.OR 5. WHEN NOT OTHERWISE IDENTIFIED.ALL WOOD BEAMS,JOISTS,RAFTERS.HEADERS STRINGERS.PLATES.AND SILLS SHALL BE SPRUCE PINE FIR#2 OR BETTER.WITH OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE,SITE AND UTILITIES FROM DAMAGE DURING A MINIMUM Fe=875 PSI(SINGLE USE)AND Fs=1000 PS/(REPETITIVE USE),AND E SHALL BE 1,4000,000 PSI OR BETTER. - - N .CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONL Y.WITHOUT ASSUMING KN04YLEDGE 6. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR HEM-FIR,GRADED'STUD'GRADE#2 OR BETTER. NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESUL T. 7.L VL BEAMS,AS NOTED ON PL4NS,SHALL HAVE A MINIMUM FBT=3r00 PSI;E=2,000,090 PSI.AND-F1,=285 PSI."L VL BEAMS SHALL BE'VERS4LAM'BY BOISE - 4.FOR RENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH ASSUMPTIONS 114DE REGARDING EXISTING CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED,UNLESS THE ENGINEER SPEC/FICALL Y APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR:- - COND/T/ONS. IF CONTRACTOR FINDS EXISTING CONDITIONS NOT AS ASSUMED CONTACT ENGINEER/hIMEDIA TEL Y. 8.WOOD'I'BEAMS SHALL BE BY BO/SE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED,UNLESS THE ENGINEER SPECIFICALL YAPPROVES ANOTHER PRODUCT - "� REVISIONS TO THE STRUCTURAL FRAMING MAY BE REQUIRED. - "SUBMITTED BY THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS FOR BEARING,REINFORCING,CUTS,CANTILEVERS.FASTENING,-ETC.,SHALL BE STRICTLY d, 5.FOR EXACT LOCATIONS OF FL OOR AND.ROOF OPENINGS.POSTS,ETC.,SEE4RCH/TECTURAL.DRA6VINGS. ADHERED TO. .. 9.ENGINEERED WOOD POSTS(VERSA COLUMNS),AS NOTED ON PLANS,SHALL BE VERSA-LAM 1.7 2650. /0.PLYWOOD WALL SHEATHING,ROOF SHE4 THING.'.4ND SUBFLOORING SHALL BE APA GRADE. TRADEMARKED C-D INTER/OR WITH EXTERIOR GLUE. SUBFLOORING SHALL U STRUCTURAL STEEL BE 3/4•THICK TONGUE AND GROOVE AND SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PR/OR TO NAILING. ROOF SHEATHING SHALL BE//2'THICK W AND WALL SHEATHING SHALL BE 1/2'THICK. O I.STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCT/ON. H.ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER'WOOD/S WITHIN 8-OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION,of 'SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS,LATEST EDITION. SHALL BE PRESSURE TREATED. - - - o_ 2 STEEL WIDE FLANGE BEAMS SHALL CONFORM TO 4STM A992.WITH A MINIMUM YIELD STRENGTH OF 50 KSI. 12.ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND 84SES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL e o PLATES,ANGLES,CHANNELS,.4N0 MISC.FABRICATED HARDWARE SHALL CONFORM TO ASTM A36,WITH A MINIMUM STRICTLY ADHERE TO MANUFACTURER'S FASTENING REOU/REMENTS.CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE ORDERING. - ry YIELD STRENGTH OF 36 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A.500.GRADE B.WITH A /3.UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS,HEADERS AND BEAMS SHALL BE SUPPORTED BYAT LEAST ONE JACK STUD AND ONE KING STUD. U) MINIMUM YIELD STRENGTH OF 46 KSI. - - - I.I.FOR WOOD JOIST SPANS UP TO/4 FEET.PROV/DE A SINGLE ROW-OF FULL DEPTH BLOCKING BETWEEN JOISTS AT M/DSPAN, FOR SPANS EXCEEDING/4 FEET. - - U J.ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRENGTH BOL TING WITH ASTM AJ25 PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. " BOL IS OR WELDING WITH E70 XX ELECTRODES. STEEL TO CONCRETE AND STEEL TO WOOD FIELD CONNECTIONS 15.GABLE-END WALL STUDS IN CATHEDRAL,PART/AL CATHEDRAL,OR HIGH CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE - For Construction OMAY BE MADE WITH ASTM A 307 BOLTS. OF THE ROOF RAFTERS. THEY SHOULD NOT BE/NTERRUP TED BY ANY HORIZONTAL PLATES OR BEAMS UNLESS NOTED OTHERWISE ON THE DRAWINGS- - - o- 4.STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED 4LKYD PRIMER UNLESS OTHERWISE NOTED. 16:MEMBERS WITHIN BU/L T-UP BEAMS,WHETHER MADE OF SAWN OR ENGINEERED LUMBER,SHALL ONLYBE SPLICED OVER SUPPORTS. Issue Date: 1-19-2015 5.NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE 14R/TTEN APPROVAL OF THE 17.PROVIDE SIMPSON H/OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT. Scale: 1/4"=1'-0.. 3 ENGINEER. - - 18.CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MIN/M/ZE THE NEED FOR CUT.BORED OR NOTCHED/N FRAMING LUMBER. STRUCTURAL 6.CONTRACTOR TO SUBMIT SHOP DRAWING TO ARCHITECT AND ENGINEER FOR APPROVAL. FLOOR MEMBERS SHALL NOT BE CUT.BORED OR NOTCHED/N EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE WITHOUT WRITTEN APPROVAL FROM THE Project Number: 14362 ENGINEER. - Q l9.AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. Drawn By.: TDS N BLOCKING TO MATCH UPPER POST SIZE. 20.SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER✓OIS IS 3/8'BELOW THE TOP OF✓O/S TS TO 41C OW FOR JOIST SHRINKAGE WHERE BEARING N WALL S OR POSTS LAND ON THESE BEAMS,INFILL GAP W/TH 3/8-PL YWOOD FOR SOL ID BEARING. - o • 21.BEAMS COMPRISED OF 3 L VLS OR MORE SHALL BE SOL TED TOGETHER Y✓/TH A MINIMUM OF 2-11Z-SOL IS A T 16-ON CENTER OR 3d/4"DIANETER SELF TAPPING _ .0 LAG SCREWS AT 16'ON CENTER,ALTERNATING INSERTION SIDES.FOLLOW MANUF SPECS,,UNLESS NOTED OTHERWISE ON DRAWING. , o - 22./N ADDITION TO THE FLOOR JOIST SHOWN/N THE PLANS,CONTRACTOR SHALL INSTALL DOUBLE-JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECT/ON OF FRAMING. - - a - 23.MIN/MUM BEAM BEARING TO BE 5 INCHES UNLESS NOTED OTHERWISE ON PLAN. - t - Ht \r • LU / 1000 UJ CD W pi� O Cl) S1.3 + Z 61 .EXISTING ZX6 RAFTERS 'mac• s_ NEW WIN00W/N EX/STING DOOR OPENING . c OVERFR?ME 2-5 l,,:L c• coo ;�� O Q 00 - ~IV � SISTER EXIS/TNG RAFTERS 11//2x8@I6'OC EX/S71PIG 2X8 RAFTERS TO REMAIN m PACK WEB OF STEEL BEAM WITH CUPOLA W LVL AND HANG RIDGE BEAM WITH OPENING F E� .3-2X6 POST DOWN TO Z-x8 SIMPSON A34 FRAMING - - - SIMPSON LUS2/0-2 HANGER m L l L CEIC ING BEAM 4NGLE.ON EACH RAFTER _ � � IIII BEAM, 2_//7/8'LLL RIDGE BEAPf� 2 I - Q1 1 2-2xB SHOP WELDED MOMENT 2 3-2x4 POST DOWN TO oc CONNECTION TYPICAL AT RIDGE 1'3 BEAM AND FOOTING - - - SISTER EXIS/TNG W`2x6@/6'OC RAFTERS EXISTING 2X8 RAFTERS TO REMAIN - - - 2-5 IT LV N ry+� 2+v Goy � M h12 VJ In ' O. O O r A ROOF FRAMING PLAN 1/4 1-0 - N g Rev.: Date: Remarks: o - - #1 2-05-2015 - N N fn H W • - - a • Q w - For Construction Issue Date: 1-19-2015 a Scale: 1/4"=1'-0" Project Number: 14362 Drawn By.: Author N 0 S1 .2 • N J ' V Lill BACKGOUGE NEW L VL RIDGE BEAM U FLANGES E LISTING ROOF SHEATHING > 0 0 . CUPOLA - M 2x NAILER WITH 112 a CARRIAGE� W C)� CD - ROL TS @ 16'OC STAGGERED /- SIMPSON HANGER WITH SD (/) Q Zxb NAILER WITH 2 ROW OF7/2a STRUc 7RUUT IUkAL CONNECTOR ROL TS @ 16'OC STAGGERED PACK STEEL WEB T RIDGE AND THRU SCREWS J ON W6 STEEL RAFTER BEAM BOLT MITH 4-I12'0 CARRIAGE BOLTS 2x HEADER BEYONDH rri Q;00 1 � Lo W 6 STEEL BEAM) m m . _ EXISTING ROOF SHEATHING EXISTING ROOF SEL.I lON - 3/4"=1'-0" NEW 2x SISTER ROOF FRAMING SIMPSON HZ.5 HURRICANE TIE @ I6'OC.TYP - EXISTING TOP PLATE EX/STING EAVE DETAILS - -//2'PLATE W/TH 2-5/8'0X6'LAG BOL TS - � - EXISTING EXT WALL C� ._ OSECTION TYP EAVE SECTION z .. 3/4"=1,0„ O 3/4"=1'-0" rr0^ 0 • vJ 0 U 0 0 x SIMPSON L50 FRAMING ANGLE @ 16'OC 5 - TIMBERLOK SCREWS - - L VL FLOOR,FRAMING f 3/4'SUSFLOOR - LVL FLOOR FRAMING 3/4'SUBFLOOR --- - TOP OF IS FL 00.4 T0P OF IST FL OOR SU"LJL, SUFL OOA o - III Rev.: Date: Remarks: #1 2-05-2015 r- EXISTING FRAMING i•a - 'c 'eQ - r EX/STING FRAMING NEW CONCRETE SLAB EW CONCRETE SCABZx6PT PLATES WITH I%2"0x6PT PLATES WITH EPDXY ANCHOR BOL TS AT EXISTINGNCHOR AT EXISTING BRICK CMU MASONRY WALLS ASONRY KALLS ni EXISTING FILL EX/STING FILL co v - FILL TOP T,V0 COURSES WITH - w (A) SECTION O SECTION CONCRETE - 3/4"-V-0" - 3/W'_P-0" a , o h H U W For Construction - - Issue Date, 1-19-2015 —>> - Scale: 3/4".=1'-0" _ - - Project Number: 14362 g - Drawn By.: Author M a S1 .3 N beacon t4 145}" k { f a / 1 1`� i` d WINDOW V Sogamore Beach,MA 02502 ® Phone: (508)833-1921 LAUNDRY roperty of Beacon Millwork 4✓,F.��.•.i�tiJ B�� Da at copy without permission 77j" - RELOCATE SUPPLY PER NEW CABINET PLAN 6F 236" - 349TERIOR 214 7}" . ' DOOR FLOOR GRATE 65j" --WN EXNOD 23' _ TERIOR CLWNTr DESIGNER: * CLOSET - IJ,`I 7jr DEMO DOOR. AME 416 MAN ST EERGESON 32° `J�— DEMO WINDOW AND AND INSTALL EXI TING 4te MAINST FLOOR GRATE GNA7HAn1 FILL IN WALL RELOCATED WIN OW 27}" SOB-3A8-0400 INT IOR PER NEW PLAN/EL'V BUILDER: 50}" d - D R I CH B NEWTONFALMUO BUILDERS. -41:--- 62" I _ --JII'- I WEST FALMOUrN.MA 025r4 73' II 608.54&1353 IN 1 R PROJECT MANAGER: 4" (It 29}" JASONAWSWORfH C: SOB-S8250B7 DEMO DOOR. STRUCTURAL ENGINEER; 269}" " 4}" 1 I 1 I a I I I I DO r PATCH AND FILL WEBS BTRUCTURAL SERVICES IN WALL 670 MAW ST READING,MAOISS7 7B1-779-1330 Q I II II II II I I I I G I I ! III I1i I1 IVFI I � DEMO WALL.MASONRY FIREPLACE, RELOCATE RETURN CHIMNEY AND HEARTH. SAVE J FLOOR GRATE AST IRON MANTEL. PER NEW CABINET ' 6g 18Q 7 PLAN DINING RM 42}" - m i. I I I I KITCHENI CLOSET — --- 4}.,II II 1 II CASED .. - OPENING 30" I - FLOOR GRATE I I I I I I I - WTERIOR - - ' DOOR FLOOR GRATES . I �---J L---J L---J INT IOR - D R FLOOR RATE FLOOR GRATE 24 f' DISCUSS RELOCATING Imo/ 25j' I F OOR RATE I L�J - 4.. 33" - I " - WINDOW WINDOW 28" NDOW k B}" -NDO W—# 15" OR 1461" 39} 23'"� I }—I— " 23"MUDROOM 2471° I . 579? TOILET i 38}FLOOR GRATE I GENERAL DEMO NOTES: Z `"NDOW I 1. PROTECT ENTRY AND CASED OPENING TO MAIN LIVING AREA OF �15°- 27}" 43j" - a a T-- HOME FROM CONSTRUCTION, DUST AND DEBRIS.. f- 861' pp EXISTING PLAN 2. REMOVE EXISTING CABINETRY, APPLIANCES tl 134' AYfI. BGLE:1?-1'a' '/0e 6.NA1N 9T ' 3— REMOVE EXISTING RANGE AND GAS CONNECTIONS: _ 4. REMOVE FLOORING IN KITCHEN AND DINING 5. DEMO PLASTER CEILING IN KITCHEN TO RAFTERS. Z N 6. DISCONNECT AND REMOVE• AIR HANDLER IN ATTIC SPACE ABOVE gvVv - a w w w DINING CEILING N %. DEMO PLASTER AND CEILING FRAMING IN DINING TO ROOF. Uj 8. SAVE EXISTING DOOR/WINDOW CASINGS. m o 0 9. SAVE EXISTING WAINSCOT AND CHAIR RAIL. z 10. DISCONNECT EXISTING POWER, LIGHTING AND WALK THROUGH ON z o w� • L, '\ a SITE WITH CLIENT / DESIGNER TO DEVELOP NEW POWER, o 0o ma,w K o O SWITCHING AND LIGHTING PLAN JOB NUMBER: 11. DISCONNECT PLUMBING TO SINK/DISHWASHER AND RELOCATE TO NEW KITCHEN LAYOUT 12. DEMO BAR CABINETRY.. SAVE SINK AND FAUCET TO BE REUSED DWc No: IN NEW KITCHEN CABINET PLAN MW1.0 beacon 114 millwork WINDOW - Sagamore Beech,MA 02562 Phone: (508)833-1921 43#. LAUNDRY, roperty of Beacon Millwork Do not copy without p—Ission 77b" - 36fXTERIOR DOOR FLOOR GRATE WINDOW WINDOW WINDOW WINDOW - _ CLIENT7DE61GNER' CLOSET ® Shel es s I ( ANNEMAIN N6T Shelves ANNE MULLIN BERG SON .?_ I((�''��[[��yy'jjII (L�IL�(��($[$[��II[[I]]yy�1.J��I APPLIANCE 410 CHATHAM.MA 11}" 3-DRAWER }-DRAWER ftl�7(1 RGF711 3-DRAWER 3-DRAWER GARAGE fieB-34B-04o0 BASE BASE IIyyAA�LEAyAA��III IIAJ AI,"sSAA�II BASE BASE 26^ BUILDER. CH NEWTON BUILDERS,INC. 41" 62° I - PANTRY 549 WEST FALMOUTH HWY WESTFALMOUTH,MAG2 4 CABINET DISH I MS-548.1353 73" 1 WASHER 46�" 48" SD" I PROJEC IN6WNORTHR 4� FAMILY ROOM 42" C: 808 BB2-BOBT 26gr - _- KITCHEN W1 THERMADOR I WEBBTRUCTU G L SrR 1 117�" 30"REFRIG 670M STRDGTDRAL 9ERVECEs 80}" 32" RE MAIN,M REAOINO,30 018fi7 I — — ]81-TT8-1330 Q I / THERMADOR 24{PINDOYJ —J / 0 18"FREEZE J cupola w3. 2s° Q 71" Cleor Story Double 49" = I Above ITrashLI� _ I / � a Q 42' m - - CLOSET r T I� 42" 60" 43" 30" ��L x�y� \ I ` `-FLOOR GRATE DOOR - I to 24 I Frenc 9eoors Ir 251" Chonge to ®. French Door I i-F OOR ATE . 33• ---____ I--_--__ ----__— 28" .r. # 36 --k s. Yr1NDOW WINDOW 36 ' . RR MUDROOM s73g TOILET 38)°�FLOOR GRATE W 0 O Z WINDOW . to FP FLOOR PLAN W1.0 SCALE: 1/2"=1'0" 700 S.MAIN ST Z N vQ v v J a > » o _ J J g m OW \ IX r n mo O Q Q p 2 D. r`o m�a a • ¢ o o` J03 NUMBER: DWG NO: FJ M W1.1 beacon NEW CUPOLA _ - millwork DESIGN AND DETAILS PENDING --- I - - NEW 6"PAINTED-V-GROOVE DEVELOPMENT y' CEILING PANELING WITH CLIENT \EE Sagamore Beach,MA ' 02562 Phone: (508)833-1921 ' • .- roperty of Beacon Millwork Do not —"' - - ----- -- —�---• •' - - copy without permission ..-GO-LINER-WR+I-REAR-EXHAU& . U-TED-BL-OWERr— „ - � .. ... •oEcG.,�rT;.i„CG nwBWRAP-DESIGN-iE1. �..._. _�_.— - _ PAINTED FIXWOOED BRACKETS - �� -N M LLIN NEFU SERG _ N DO BLE MAR\N _ ON FlXED BRACKETS - _ 28 A16 M.'.LIN SERGESON „ + 11Ln ATE LA WIND WS .. �� ❑ 41e MAIN ST •. CASI G,SILL D A RON •,.„ - } + :48' RELO ATED _APPLIANCES .. O0oo0�. CHATHAM,MA 14° GARAGE .-'{ WIN OW'. _ CASED 5fi834B-0400 ' OPENINGCH NEWTON BUILDERS, ' • y NEW PAINTED WAINSCOT - 549WFSTFALMOU7H HWY _ r TO MATCH EXISTING a "' 89° ' eas '8 r 01".89" WEST FALMOUTH.MA 02574 30" �� 20` 20" g 2 � a 84° Sink e ' :•. '. 0854E-1%] • J- - •' .-. - r�� o �� _ PROJECT MANAGER: D)mmmm•O'm•mmm I�LJ 25° o L----J JASONAINSWORTH .M1 36 36. 9T3 R TRR C E-N AL SERVICES • ` B� � �� THERMADOft ERMAD aoo� - • 11A01667 sERmcss 30'REFRIG. 'FREE 670 MAIN ST REA761-7079-G830 D 9fi7 , 1 , N—zoli"—kY—zD '-1 4-23 ' 7 --23 II FAMILY'RM. - a" 2 —�# 1 2a - 243" 46 4 � 50 6" 1 . 29j' c 25.. 3" 8�: 26"'. 4. KITCHEN e ELEVATION A M a ELEVATION B sc•4E;1rs•"ro•. , 1 G F NEW DECORATIVE ANTIOUE LOCATION A DESIGN 0 LOC AND r, . w RECLAIMED BEAMS,RIDGE AND COLLAR.TIE LOCATIONS - ,. _ _ - " • - ;. TO BE DETERMINED WITH CLIENT'/DESIGNER FEEDBACK: ` THESE ARE DECORATIVE AND NOT,A.STRUCTURAL ELEMENT.. ` �' �� - ' • 4 • - - " - VGROOVE - .. - - SLOPED , k CEILING - .. - .. ~O Z .. NEVSIN LE ' - M kRVP UL'IMA E N -D U E MA MIN .. L D F ENC D O XISTIN !I DOWS AND UL MA E.0 A EN H DOOR , CASIN T REM IN 7W Gs'-JAW1B A D I ARESHOLD - a o 0 0 0 o a g _ G EXISTING WAINSCOT TO REMAIN - EXISTING WAINSCOT TO REMAIN Double DISH Z_ W Y 36" 8 Trash ❑a o❑ WASHER 4 _I (n O 1 m Z \ K a < O 1` to 6lnN Z Q \ L O W IIao 2911 XA`—24"—•f 1—25 ¢ m 0 w o 0 • KITCHEN FAMILY RM 11s�"T 21" JOB NUMBER �c . ELEVATION C ° . ELEVATION LE:n D DWG NO:. MW1.2 beacon millwork • �f ICI �,�„ � - _ 7`22; 4X-22;"--Y 14Z• 36" - ... - _- Sagamore Beach,MA 02562 2" Phone: (508)833-1927. � roperty of Beacon Mlll%vork 49" •i-•I' L Do not 4#" 414" - FRONT ELEV-ISLAND copy without permission . 60° 411 i• 416 M IN ST SERGESON k I 4t6 MAIN ST 3 i 341" 49 36" - 34j'• 22#'—4 22#" L_ 36' 59SJ4M400a INC.BUILDER, BUILDERHWY I t 41' .. WEST FALMOUTH.MA M2 M {` 38p" 5084140.1353 PROJECTMANAGER: JASONANSWORTH 4k" 41" - O: 5 1-9826067 LEFT ELEV-ISLAND 4j, PLAN-ISLAND 4k" RIGHT ELEV-ISLAND �1 VERT SECT.-ISLAND s7Rucn RALENGNEER: Iwl. scv7E:ur-Ts• 1vf. scats:tn•-ry JVA. m?l T F w7. sc4tE+n•"ra STRUCTURAL SERVICES 670 M - 6T0 MAIN Sr READING,0.1A07807 781-719-t330 I II I 1 4" #--22;"—ib—221°-! 14j• 36" HORIZONTAL OPEN WOOD SLATS - - - _ IN PAINTED WOOD FRAME 2" 4r 4j" - - BACK ELEV-ISLAND 1v7• etas:ln•=ro• f O O Z Q 6 31 60"SAMSUNG LED TV ORASVN FOR REFERENCE UN6OH7150AFXZA OPEN TO 53.5W X 31.2H X 1.3T - MUDROOM 83° HALL AND — _- PLASTERED BACK ENTM. RECESS RECESS FOR NEW Q 56" 55"-60"LED TV AND 1- POSSIBLE ZERO CLEARANCE GAS INSERT Z Q V) N O NOTE: EXISTING 76"WIOE m Q O r IX- W CAST IRON MANTEL WILL g U. .. 1- Q a NOT FIT IN THIS SPACE DUE TO ROTH Z O w K W r 50"- •i'--•f 71" 50'- Y - o a m W o 0 _ 4#" 4#" 2[ - JOB NUMBER: 1821" r1 e LLEVATp N E_ — owc No: MW1.3 'q uj Lu o to- O . JL/IQ _ - J-4-CONCRETECAP - CHIMNEY BASE W/TN NEW CONCRETE CAP ® - Q a 4 ._ ®— ._. _._._..._�.,,--.......— ..._— O lL1Ql EX/STING CHIMNEY FOGWOAT/ONE Exist71 Ul A sT -- LU i F /` DawElvr. IUi ins - - - CANTILEVER JOIST OVERWALL-r--71 - - f FROVIOESOLIOBLOCK/NG INFLOOR. - � N DECK WDER NEW POST ABOVE,TYP NU . _. � n DESIGNLOADS W SSAC ETT TAT I D1 GCO - GIVELOdGROLIW 05 rl + OA'1NHAR/TABLE AMC5 IV/TNOUT STORAGE (/0 PSF 1ST FLOOR FRAMING PLAN UNINHABITABLE ATT/CS WITH L/N,l7EO5TORAGE.• ZO PSF - - - .. HA&/TABLE A(TICS AND SLEEPING AREAS: JO PSF. ALL OTHER AREAS - F':. ,40 PSF - - •• WINO LOADS - - MASSACNUSETTS STATE OULOING CODE /(0 FMPH,EXPOSURE 8 x DEAD GOAD. .. 75 $� -+ W .ak Y.'E/GHTS Of MATtFOILS AA9 CONSTRUCT/AN _ .. ' S GENERAL COMMONS � . Y'. >' � ROUGH CARPENTRY '. � - ,-4 ReV.:. Date: Remarks: - - '1.G.C.MUST BU/CD EXACTL Y WHAT/5 SNDON ON STRUCTURAL ORAIVINGS ANY PROPOSED DEPARTURES FROM WIfAT` I.ALL ROUGH CARPENTRY WORK SHALL BE EXECUTEO IN CONFORMANCE WITH THE 8TH EDITION OF THE.MASSACHLSETTS RUILDIID COOS FOR GW ANO TWO FAMILY. /S IhD/GATED MO57 BE REV/EWED W/TH.THE ENGINEER R4/OR TO CONSTRUCTION ALL WAU]NOR/ZED CHANGES TO DWELLINGS(NBC l82)AND THE INTERNATIONAL RES/DENRAL C00£FM4O *AND TWO FAMILY DWELLINGS(IRC I62✓. - Al 2-05-2015 • ^ - '_�' - TIEAPPROVSV DRAWINGS MUST BE REMOVED ANO REPLACED AT THE CONTRACTORS EXPENSE. 2.REFER TO THE NBC 192 AND/RC 152 FOR FRAMING COMPONENTS NOT SPECIFIED IN FLINSAND SECTIONS'.NOTIFY THE ENGINEER CFAW COMPONEW NOT DEFINED IN Z.THE CONTRACTOR SHALL C4REFLE4Y VERIFY ALL DIMENSIONS AND CdW/TIONS SHOWN ON DRAWINGS PR/OR TO E/TNER THE NBC 162 AM/RC!82 O4/N P/ESE DPAW/NGS - COMMENCEMENT DF THE WORK AND SHALL NOTIFYTHE ENGINEER IMMEDATELY OFANY DISCREPANCIES BETWEEN : J.REFER TO THE/RC/B2 FASTENER SCHEOLLE FOR STRUCTURAL MEMBERS'TAGLE 602.3 FOR CONNECTLONFASTENING NOT IDENTlF/EO IN THESE PLANS OR DETAILS. ' ENGINEERING AND ARCHITECTIARAL.DOCLMENTS - - 4.ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS.J.THE CONTRACTOR IS RES IBLEFORALL MEANS AM METHODS OF TEMPORARY SHORING,BRACING OR 5.WHEN NOT OTHERWISE IDENTIFIED ALL WOAD 8EAMS JOISTS RAFTERS.HEADERS,SMINGERS,.PLAMS,AND SILLS SHALL BE SPRUCEPINE F/R M2 OR SETTER,W/TH - - - 6 OTHERWISE PROTECTIN6 ANYPORTION OF THE STRGCTCRE,SITE AND UTILITIES FRGM DAMAGEDLRING A M/NIMLW Fe=875 P51(SINGLE LISf)AND FB=/000 PSI(REPETITIVE USf),AND E SHALL B£/,ROOD,000 PS!OR BETTER. • - CONSTRLCHON. THE ENGINEER IS S'ECIFY/NG THE FINISH.EO CONDITION DAL Y.WITHOUT ASSLWING KNOWLEDGE 6.Lf'OOD STLOS MAYBE EASTERN HEMLOCK fASTERNSFACE,,OR HEM-FIR,GRADED'STLW'GRADE,F2 OR BETTER. } NORRESPCWSNILITYFOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESR T. 7.LVL BEAMS AS NOTED ON PLANS SHALL HAVE A MINIMLW Fe r J/OO PSf,.E+2,000,000 P5L ANO FV•285 PSL GK BEAM5 SHALL Bf NERS]LN1'BY BOISE 4.FOR RENOVATION WORT STRUCR,WAL DRAWINGS PRODWED WI7HAS5U'VrtLWS MADE REGARDING EXISTING - CASCADE. NO SUBSTITUTIONS WILL BEACCEPTEO,UNLESS THE ENGINEER SPEC/FICALLYAPPROVES ANOTf�R PRO2'KT SC Il7TED BY THE CONTRACTOR. .r ao - '^ COMMONS IF CONRACTORF/NOS EXISTING COND/T10NS NOT AS ASSUMED CONTACT ENGINEER IMMEDIATELY. + 8.WOOD%`BEAMS SHALL SE RY B0/SE CASCADE. NO SUBSTITUTIONS WILL RE ACCEPTED,UA2ESS THE ENGINEER S'ECIfICALLYAPPROVES ANOTHER PRODUCT ' _` - '• REVISIONS TO TIE STRUCTLRAL FRAMING MAYBE REO/lRfO. StayTITED BY THE CONTRACTOR. MNI4FACTIAWfR'S RECOYMENDATIOMS.FOR BEARING,REINFORCING CUTS,CANT/LEVERS FASTENING,ETC✓SHALL BE STR/CRY ' • ' 5.FOR EXACT LOCATIOMS OF FLOOR AND ROOF OPENINGS POSTS ETC.,SEE ARCH/TECTLRAL DRAWINGS - r ADHERED T0. +� - .- 9.ENGINEERED WOOD POSTS(YERS4 COLCMINS),AS NOD ON PLANS SNACL 8E VERSA-LAM 1.12650. - ., /O.PLYWOOD Y✓ALG S/EATH/NG,ROOF SIEATMNG,AND SUR£LOORING SHALL REAPA GRADE,TRADEMARYED C-D INTERIOR WITH EXTERIOR GLEE SLOFLOORING SHALL - U - STRbfTLn4L STEEL - BE J/L'THICK TONGI.E AND GROOVE,ANO 5/WLC BE GLLEO TO fLOOR JOISTS W/TH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SlEATH/NG SHALL BE//2-TH/C,Y - AND WALL SHEATH/NG SYAGL BE 1/2-MILK. O L STRUCTURAL STEEL WORK SHALL CONFORM 70 THE AMERICaW INSTITUTE OF STEEL CONSTRUCT/QY It..ALL WOOD H4 V/NO DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WWO IS W11H/N S^OF FIN/SHED GRADE O4 PART OF OPEN DECK CONSTRUCTION, u ' 'SPECIFICATION FOR STRLCTUM STEEL FOR BUILDINGS',LATESTED/T/ON. v SMALL BE PRESSLIM'TREATED. - - - - 2.STEEL WIDE fG1NGE BEAMS SIULL CONFORM TO ASTM A992,W/THA MINIMUM-YIELD STRENGTH OF 50 KSL "IZ,ALL METAL COWVECTORS INCLUDING JOIST AAW BEAM HAN6ERS AND COLGWN CAP AM BASES SHALL BE BYSIMPSON STRONG-71E CORP. THE COWRACTO4 SHALL "PLA7E5 ANGLES CHANNELS AND MISC.FARRICATEO HARDWARE SHALL CONFORM TO ASTM AJ6,IYITHA MINIMUM STRIC R YADHERE TO M4N16ACMIER'S FASTENING R£OUIREMENTS CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS S TORE ORDERING. - - YIELD STRENGTH IF J6 KS/. RECTAMILLAR STEEL TURING SHALL CONFORM TO AS TV A500,GRADE B,III TO A /J UNLESS DETAILED OR SPEC/F/ED 011011115E ON THE PLANS HEADERS AND BEAMS SHALL BE SL OPTED BY AT IEA5T WE JAC/f STUD AND OVE KIND SSA. - - c ' N1NIMfLM YIELD'STR£NGP,f OF 46 9S1. - 14,FOR W'OOO JOIST SANS UP TO l4 FEET.PROVIDE A SINGLE ROW OF FLCL DEPTH BLOCKING BETWEEN JOISTS AT MID AN. FOR SPANS EXCEED/NG X FEET, - - _ J.ALL STEEL TO STEEL FIELD CONNECTIONS SIALL.8EMADE SYHl6H STRENGTH BOLTING W/TH ASTM AJ25 PROVIDE TWO ROWS OF FLYG DEPTH BLOGTLNG BET{VEEN JOISTS AT TN/RD POINTS OF THE,BAN BOLTS OR WELDING WITH E70 XX ELECT'ROOES. STEEL TO CONCRETE AND STEEL TO WOOD FIELD CONNECTIONS 15.GARLE-END IVA41 SILOS/N CATHEORAL.PARTIAL CATH£ORAL,OR HIGH CEILING SPACES SHALL SFdN WINTERRIPTED FROM THE FLOOR PLATE TO THE D—ERS/DE For CoiMructioe MAY BE MAOE WITH ASTM A J07 BOLTS " - - OF THE ROOF RAFTERS THEY SHOUD NOT BE INTERRUPTED B YANY HORIZONTAL FLATES CW BEAMS,ONLESS NOTED OTHERWISE ON THE ORAMNGS. of 4.STEEL SHALL BE SHOP-PAINTED W9TH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE NOTED. 16.MEMBERS WITHIN GUL TLP BEANS WHETHER MADE OF SAWN OR ENGINEERED LLfMBER.SHALL ON4YBE SPLICED OVER SLTPORTS _ Issue Date. 1-19-2015 + - 5.N0 CUTTING Of OR OPENINGS T/INOUGH STEEL WILL BE FERMI T7E0 fV/THOU(THE WRITTEN APPROVAL OF THE /1 PROVIDE 51MP50N HI O4 N2.5 MFR/CANE TIES BE EACH RAFTER BOTTOM AM ITS BEARING POINT. ENGINEER. l8.CONTRACTOR SHALL CAREFULLYCOORD/NATE THE WORN(OF ALL TRADES TO MINIMIZE THE NEED FOR CUT,BORED OR NOTCHED IN FRAM/NG LUMBER. STFLCTLRAL gg 6.CONTRACTOR TO StVHl r SWOP BRAWING TO ARCH/TECT AND ENGINEER FOR APPROVAL. FLOOR MEMBERS SWLL NOT OE CUT BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPEC/F/EO IN THE BWLOING CODE W THOU(oRITTEN APPROVAL FROM THE � - Project Number: 14362 - 6 - r ENGINEER. .. - ' 19.AT WOOD PoSTS LANDING ON FLOOR DECK PROVIDE SOLID VERTICAL WOOD BLOCK/NG WITHIN DECK S4hhWlCH TO LINK LMPER.PoST W/T}I LO{YfR SI�PORT. _D.—By.: TDS BLOCKING TO MATCH UPPER POST SIZE. _ 20.SET L IZ BEAMS THAT FRAME FUUH WITH DIMENSIONED LLWSER JOISTS J/8'06LOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE, WHERE,BEARING - - - �WACLS OR POSTS LAND ON THESE BEAMS IAF144 GAP WITH J/8-PL YWOW FOR SOLID BEARING., - - _ 21.BEAMS WO FR/SED OF J L YLE OR MORE SHALL BE BOLT fD TOGETHER MINA MIN/MLW OF 2-l/Z'a BOLTSAT l6'ON CENTER OR 3-1/4' DIANETER SELF TAPPING . - LAG SCREWSATl6-ONCENTER,ALTERNATING INSERTIONSIDES FOLLOWMMF SPECS LN2ESSNOTED OTHERWISE ONDRAWING. •" - - - - - 2E IN AODI7/ON TO THE FLOOR✓0/ST SWWN/N THEPLANS CONTRACTOR SHALL INSTALL DOUBLE✓GISTS bMER ALL PARTITIONS Y.ALLS RMNING PARALLEL TO THE DIRECTION OF FRAMING A 23.M/NIMLPI BEAMBEARING TO BE J INCHES LNLESS NOTED OMERW/SE ON PLAN. - •>p a m a T. • I j. W 4 LLI C)f O fYM1 51.3 ♦ J�/1 EXISTING RAFTERS /— — Z \ c NEW WMbOW IN z I� \b `v EXISTING DOOR OPEN/NG '/' OVERfRAME -Z-5 I/T L r =O 0 00 - +- - -o to W SISTER EXISIFINGI IUFTFRS W1 Zx 5X S NG 2XB T S TO REMAIN m LU PAGE WEB OF STEEL BEAM W/TH CLMOL 1 7 L F�5 3 5-Pxs POST GOWN TO fII,VL�[VHPSON LOSP/O--P HANGER 2-xa OPSNIryIIG SIMPSONAJA MAT . W C FIL/NGR M J I I �I ( ANILE ON EACH �R ......TTT . ¢q J P-//J/B'LVL RfQGE BEMf� ,I Z-l/7/BY�VL RIDGE BEAM, V L � T 71 4 Rsl; 'ow+�Lw RZxB 2 y OTG2 ING SHOP WELDED HOMENT 5- 4 POST GOWN TO F,I . 3 COAVJECT/ON,TYPICAL AT RIDGE 1.3 EXISTING BASMENT — ' BfAIM i FO Evr ll N y B SISTER EX/S /'OL 5 5-7,116 ZXB TERS TO RE HAW m m \14 Cj�) L'2 II O U O A0 1_ ROOF FRAMING PLAN 1/4"=V-0" g _ _ Rev.: Daie: Rem ft: 01 2-06-2015 6 g ° a a a [»rye W Far ConsWclian Issue Date: 1-19.2016 - Scale: - PMW Number. 14382 Drawn BY.: ANhar S1.2 a I 1 - ,4 • }_ BA(KGOW'f NEW L VL RIDGE BEAM H ... EX/STING RGbF SHEATH/A'G � � OHO 0 - 2x NAILER 0 R'O2b CARRIAGE VMPSON HANGER WITH SD - ._ W O fMt,3 - 2x6 NAILER W/rH 2 ROW OF//2b BOLTS 0/6'OC STAGGERED : .. ` . STROCTL4747AL CONNECTOR BOLTS 0/d'OC STAGGERED PACK STEEL WEB T RIDGE ANO TIAW/ SCREWS Wd STEEL RAFTER BfAFI Gar mm d-w-o CARRIAGE BOLTS - e1 .- I Y.fAOfR BEYOND G z r•-1 G �. 00 R b • M6 STEEL REAM G LU - Y " E""Y/ST/NG ROOF SilE1TH/NG- a' EX/Sr/NG ROOF - SECTION DudeLw"°' s O 1'-0' NEW TX SfSTER ROOF FRAMING ` SIMPSON H2.5 HU4R/CANE - ~ ILE 0 Ad-oc,TYP 65 Y ` EXISTING EAt@ DETAILS • r..,. EXIMING rOPPLATE EXISTING EXT WALL • //P'rLATE.W/TN hS/Bbxd'LAG BOLTS r � • A • , N a cs O SECTION' r =_ $ O TYP EAVE SECTION r ..m 5/MPSON LSO FRAMING ANGLE 0/6.0C • • T/MPERLOK SC WS - LN.FLOOR FRAM/NG Lt2 FLOOR fRAHING ti c J/L•578FLOOR e,•_ - ` • .. r Rav Date:• -Remarks: .. .. .. 01 2-05.2016 . .. .. 0— EXISTING FRAMING ?[41•:1: • - - - ' - EXISTING FRAMING - LA:3Y COfKRFTE SLAB - _ NEW CONCRETE S S .. r r r� .. 4, • a . " «..: :. - 2XdPT FYA TES W/TH 11210 - -. e. • . • -. - 2 6Pr PLATES WITH EPDXY - ", '� ANCHOR SOLTS Ar EXIST/NC ANCHOR A EX/STlNG BAlCK - CMN MSOAWY WALLS - 0 MASONRY WALLS - - - EXISTING c� EXISTING FILL E FILL a - - FILL TOP TWO COI.RSES WITH y -CONCRETE" _ y SECTION O SECTION' .a - 314'=1'-0• '" • 3/4•.=1,-0. . - - • , - Issue Date: : 1-19-2015 t • x 3/d' .. 3 •, ry - f Pm*t Number t4362 , 3 r ; Drawn By.: Author si a y , I q : 9 d eq b r 4 l q LOCUS , r i N D B A G S ' 20 N I M t 0 4 s ` r 0 8 0 N sE 175.00, 0 8 , r0 sr 38"VU �. � V G d N .00l�( ae ar N 0 I S N a - o ao . MENT S £ASE � ACCES 3 0 v . s : M o ♦ 0 o, O d• N _2 40.00'. . O t O 5 .�- N53 57 38"W �+ LOCUS M , _ / I D AP �,� _ ,c o / NOT TO A 5C LE � Z d , I ♦ 2 w f M _ APPROW A N tE Cf i et• SEPT IC srsror / O t 1 _ I r / J T Z Z � r 1 �t B ... _ ,c lT' i--J -- .,y i 1 sag• E W_8 s91 WEr<l l 0� 25.00' { 'S 1 , 1 h lqx FENCED i R M HVAC UNITS L .—► -L i � 49.42' LOT O 2 59' 1� m � x S49 40 E N � Q A ` N F . 700 SOUTH -MAIN, LLC d w o S4 • IV M 2 � W 9 3 7 4 W 8 E x w 3 9 R 6 SHOWER o 2 W � ^, a O ENCLOSURE �� O m Q Q w a — O m m m ti STEP , x N Q O ' BULKHEADtN �00, STEP 9 • F a -74.T o F 1 F 1 �LOT Z � \ ins — i � + g a � x � � x souTH A M IN • / EXISTING ' / Q O TOTAL , \ �- a 87138f S.F. 0 L o PATIO STREET � � TERRACE Q W 10 � >- W 1-1/2 T Y V 100 STORY 3 ELE . ` 4 fS.F. UPLANDto ( )/65, 53 S � = g WOOD FRAME �. �. �,► DWELLING — �. cr � -H x Z w 0 17.3 N cC x THRESHOLD O Q 0 W H U . t N O EL 11.52 (n O r / v) i N v� rn F / x 44 w Ga i v Z J v J/ _0/ s 0 O BEANPOLE r p / _ 1001, W 11 / O / � SET .. / EXI �" ofl snN D£P 'COASTAL BANK .. GARAGE R A GE SHOWN `ON .. : 0 17.1 •. h / PLAN S/1E WIRE FEN CE _ 2 E FE " I 0 1 i .1 W 2 ! _ W 1 W 13 _ �. f ,. ED �'£ 0 !f! F C LE A'. R 1 1 N o, 01 G I ' S �rv� M E N � W 1 4 -. �. I �.fll I , �! 1 "' / GA RAGE RA / EDGE oe GE GE ilk / OF BARNSTABLE . : r RI N COUNTY ROAD D �l ELEC. PANEL i S BOUND FOUND o ilk STON OUND BEANPOLE E 1 EB / CE DRILL HOLE it SET it �!!ll ),Il , W-18 FOUND �lll BEAN PO L E .LAND COURT 7 SET BOUND FOUND MAP AR I ' B & PARCEL 0 1860360 3 �11(! p i , 0 AY S T 76 B LANE R . , Al MORASH 'GEAR M E MAP PA ti f do PARCEL 1860 2 1 8 � s o SO UTH rH MA IN 76SOTH i 2 U MAIN STREET.. N s TR E CC & I PROPST REET PR OPERTY TY MGT INCI C N �1(! _1 I W 9 MAP & PARCE L EL 186083 716 SOUTH `MAIN STREET ; RU BELL GOR & ANNA LAND COURT BOUND TOP.. OF CONCRETE BOUND FOUND ELEVATiON 8.42 NAVD88 . B(f C 0 N G D E P T AfAR,24 0 1 T 0 O VV N O F B R , N , _ S T A E L E - ZONING REQUIREMENTS DATE ` DESCRIPTION Drawn hacked SETBACK S: FRONT 3 0 MI NIMUM R= E V I S ION S SIDE 10 MINIMUM 10 °20 ' ao so PLAN F REAR 10 MINIMUM 0 EXISTING STRUCTURES • PREPARED FOR SCALE. 1 = 2 FEET 0 AT THE E ST RUCTURES TRUCTURES: ARE RICHA RDE. BcAN NE CERTIFY THAT THE STRUCTURES ARE M. SEGE RSON CE LOCATED IN FLOOD PLAIN ZONE AE EL.12 L SH OWN AND ON THE LOT AS LOCATED H FLOOD .IN U , AS SHOWN ON INSURANCE RATE MAP 1 LOT 700 SOUTH MAIN STREET THEIR LOCATIONS CONFORM TO THE EET THAT THE N # NOTES COMMUNITY PANEL 0. 25001C0763J AND OF THE SETBACK REQUIREMENTS MINIMUM SETSUnless it such time T` PLAIN ZONE AE 1 I sand until au as the .original (red) efom of the CENTERVILLE BARNSTABLE MA THA . FLOOD , (EL. 2) S A P � � 1. HOUSE NUMBER. 700A RNSTABLE ZONING BY—LAW. res responsible Professional En inew Professional BAP 9 or P Land Surveyor SPECIAL FLOOD HAZARD AREA. appears on this plan: 1 PARCEL 03 7 R AP 86 NU MBER:. M 2. ASSESSOR'S A no arson or arsons including n municipal _ ! O P P din a or other 9 Y _ S 1 GALE. 20 DATE: MAR. 1 , public TE 5 2016 c officials may rely upon the information contained herein and ..---� �••••.. . 3. ZONING DISTRICT. RD 1 & RESOURCE PROTECTION OVERLAY P Y Y P . GRATH INC. E McGRATH INC. �. H AND Mc HOLM ES . AND ,. ��► X ZONE AE EL•12 ZONE AE EL.13 h01 d" 4. FLOOD HAZARD .ZONES. ZONE ( ), ( ) t'Y'1@S Qf1d mC rath, Inc. . . B this Ion remains the property of Holmes do McGrath Inc. — g AND COURT PLAN 12870 B PENDING civil engineers and land surve rs - � �� 5. REFERENCE. L (PENDING) � � 9 Y'o 205"w — K« .•r.c ,. .. 6. ELEVATIONS ARE BASED ON THE NORTH •'1 (, orcester court, suite A4 508 548 3564(PHONE) � t No . fi — AMERICAN VERTICAL DATUM OF 1988. _. ' , a mouth ma 02540 508 548 9672 F bick! : , ! . J k, t I Joel u o .�•�Kubic 7. WIND EXPOSURE CATEGORY. C JV .. • • s Re stared Professional Dote istered Professional ate {g D DRAWN. PJR CHECKED. J�I� 8. PROPERTY IS LOCATED WITHIN A WIND BORNE DEBRIS REGION . - a rve r r` - Land Su Land Surve gn��--ccr N. N NEWTON 214113\DWG_ SON\215027WS.DWG — — . - �_� -- -� ----- - _ JOB `N0. 216022 DWG. NO.. 88 4 29B E ....... .. .. .. LEGEND r w ._.. EXISTING CONTOUR 7 PROPOSED CONTOUR ey y<q gcti a!!F X 7 0 EXISTING SPOT GRADE LOCUS r NF G 6 ACH o W-2$- - WETLAND FLAG & BOUNDARY —..► 9 MP�N S� �oN EXISTING SHRUB Spv�N 14"� EXISTING CONIFEROUS TREE SIZE` W �8'� ` N53°52 38"W__-__ a 52 _ E� 12" EXISTING DECIDUOUS TREE SIZE "7� 1 O ^ = 46 \ NPN pvN� o S TREE SHRUB TO BE PROTECTED cLO zO °o /` ACCESS EASEMENT !, *o 3. / v i`t / s4�\o, \� � r, N / 1 '51.30 53° 238 LOCUS MAP � _.- --- S58 Og 1< / y \2° io NOT TO SCALE � / �• CD cfP"'r1'4..VTgM A C . ` —ram , 4 L )Lit( S49°59'40'E W—8® pc� \ 25.00 •` � ;• has �. ,. $ \� if : �h yjt, f 49,42'_ } 1 `� `` \\ ' x` l S49°59'40"E Q m ^ LOT 2 �� a \ Q �w r N/F 700 SOUTH MAIN, LLC \ ,; ' € Z o 0 ' Cif W w-s I,. 2' 37' 48"E 399.6 ' -f x h W aLd U ` a I o00 2 \ I ROPOSED +_.Ilct_tat o \` a • � r F FENCE � vo> 12- : Ilko - aLOT DOUBLE � ;°6s�t�$'{.y �;1 S M�f°i,�� x Q 0 a • \ \ \ POOL PLANTS r A.TIO Ti"F'�xF�;CE ;r �\ a > 87 138f S F TOTAL _ .__ 3 �- W-10 '/ + / I \ GATE :-:0,0 ° t =- r,„�... _. .v _.. � � s =•r ' 4'x8' FLOWDJFFUSOR w 65,453± S.F. UPLAND) c /' __--- \ - _ .. . ..__ A (2) S =_ J cn t `j c. W111Y 3' OF STONE AND } _.` STONE "G�� 1-1.,x I+0 "�x _-X IMPERMEABLE BARRIER WALKWA Y EXPAND AROUND FOR POOL DRAINAGE D D C NTERRACE PROPOSED (SEE DETAL)EEV=100ERES52LD 18PEECH 18W2' 61 o << r POOL owlPLANTS rn 0) r .. r JLA HN -2 HOL 00 CONSTRUCTION two C ,pro € SINGLE ' BEANPOLE S i t . POOL ACCESS W-11 �/ SET \ ` �• CA TS �am t • . �/ �\ �^ COASTAL <"a- _ �Il!!V o4. � �- .. PROPOSED � DEWA 1E'R/NG BANK - - _ -- _ -�s, — ®• _ W-15 . . _.... . . ._ ` :., A * s —,�--- ---- SEE DETAIL 8.5 � � _ . W 13 W-17 84 . . ) TOP WALL .-."11;3P.1NIkE1... N 149.79' N51' 19 30 W / , N40 42. 50»w ti ; a►) "`y- ,,, �`',.,, I ,` i , 7 .• ELEV-10.0 ELEV: 0 I ' „W ( W-14 i �/l ilk ` / .— ,r PROPOSED N 6' 6'r 20 I \ ,, . 9 POOL FENCE N/ t. _:v .d ° ° ;n 123 2 N5 / 54.g »` _ COUNTY ROAD e _... 4 r i N42 11 20»w �. ., .. ` � � o � BARNSTABLE ° s ° YCIEC. PANEL.N63' 53p9' p _ I I .., ;, T(�.4}o/r1,/ry w �EE.i•Q,$` to,....• BOUND FOUNDEG �j4 BEANPOLE MES 'CE BDSTONE BOUND/41. W4 DRILL HOLE SET FOUND\IIk \I! w-1` 84 » BEANPOLE > PROPOSED `\- c� N35 18 40 W POOL ` LAND COURT 10.0 1�9 34.67 SET 125.63' N3 i e FENCE ='" BOUND FOUND MAP & PARCEL 186036003 3.0' 4.0' 3.0' a111 �l % TREE TO BE 4 12° �, 76 BAY LANE •`� REMUi 'D W ,��` II II MORASH, CLARE M y (TYPICAL) MAP & PARCEL 186082 .a Filter fabric or 726 SOUTH MAIN STREET xw 2M layer of i" to CC & I PROPERTY MGT, INC �W_ts - Elev.= 7.8/ washed stone �,I(/ MAP &' PARCEL 186083 716 SOUTH MAIN STREET C3 o INSTALL RUBEL, IGOR & ANNA BENCHM LAND COURT C3 o lev.=6.3 IMPERMEABLE ILA 11 Flowdiffussor BARRIER AROUND 011 ALL SIDES TOP OF CONCRETE BOUND BOUND FOUND r*_ ELEVATION = 8,42' NAVD88 " II /� � i� 3 ft. of to 1 ci double washed •E ! \� stone all around. N Elev.=2.3 ' OBSERVED GROUNDWATER y FLOWDIFFUSOFe SECTION NOT TO SCALE II II PUMP � � o DISCHARGE DEWATERiNG do STAKED __-__-- � I I �---- i GROUND LEVEL FILTRATION BASIN HAYBALES --- ON I N G REQUIREMENTS � � -� -� DATE DESCRIPTION Draw hecked ZDEWATERING PUMP PI CLEANOUT AND .. - SETBACKS: FRONT 30' MINIMUM ' INSPECTION COVM PUMP- (USE as! REQUIRED) _ _ R E V I S I O N— i— , — — ,— , —, — SIDE 10' MINIMUM I-- I- 0 10 zo ao eo DISCHARGE THROUGH -,\�� PLAN OF PROPOSED POOL REAR 10' MINIMUM » i_' FILTRATION FABRIC la °- PREPARED FOR ( - -- 8 - 0 �PUMP EXCAVATION �I HOSE SCALE: 1 - 20 FEET z WORK AREA)( 1�:� RICHARD E. & ANNE M. SEGERSON N' f - • �. BOTTOM OF IIIi. NOTICE LOT 1, #700 SOUTH MAIN STREET EXCAVATION III_ Unless and until such time as the original (red) stamp of the CENTERVILLE, BARNSTABLE, MA N0 TE S _ = responsible Professional Engineer, or Profeasianai Land Surveyor 11=1 11=1 I I-1 11`I I -1 1-1 I- !l 1=T I appears on this pion: 1. HOUSE NUMBER: 700A =I I_ _ _ (A) no person or persona, including any municipal or other SCALE: 1"=20' DATE: MAR. 3, 2015 " -1- = public officials, may rely upon the information contained herein; and 2. ASSESSOR'S NUMBER: MAP 186, PARCEL 037 s" KNOCKOUTS FOR 4 — 0 —"'—�'''�--'��- » BED INSTALLA11ON (B) this plan remains the property of Holmes do McGrath, c_ h of m es and m cgrath, *Inc. 3. ZONING DISTRICT. RD 1 d 4. FLOOD HAZARD ZONES: ZONE X, ZONE AE(EL.12), ZONE AE(EL.13) OPEN NGs 5 SECTION VIEW civil engineers an an surveyors 205 Worcester court, suite A4 508 548-3564 (PHONE) 5. REFERENCE: LAND COURT PLAN N8R70,H--B (PENDING) TYPICAL FLOWDIFFUSOR® PROPOSED DEWATERING TREATMENT DIAGRAM .� 6. ELEVATIONS ARE BASED ON THE 0 falmouth ma. 02540 508 548-9672 FAX AMERICAN VERTICAL DATUM OF 1988. SAL /2" = 1' NOT TO SCALE DRAWN: JVB CHECKED: 7. ND EXPOSURE CATEGORY: C _____ - - N:\N\NEWTON\214113\DWG\215027 SEGERSON\2150L7WS.DWD JOB NO: 215027 D''WVG. NO.: 88-4-29AI SHEET 1 OF 1 r. 0 : 0 pywi* ��wf 1t 7l� : 1 r � � -�- -�� -_• � w,nue,r�m..o:rnwrAxx,�u:axnw ,�wrxxmn r ` eW y57s_'a�. CD \ Hawk Design,, Inc. . \ \ Landscape APchkocture y f Land Planning Sagamore, MA 508-833-8800 _ info hawlegsi ni�cc.com - : \ HAWK DESIGN,INC.2014 THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK t DESIGN,INC.AND MAY NOT BE COPIED OR REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF N HAWK DESIGN,INC. DI-nY'�GwayCLS x GOD It 7� tj • CM 4 —x 7 i Date: 11118l14 t t .1 Revisions: cmNum, Date Description / X f X Residence _ EX. TERRACE TO BE EXPANDED X�EX PENCE TO REMAIN DOUBLE POOL GATE CO POOL AUTO- R L COVER VAULT - J X X X 01 € € € € APPROX. € LOCATION OF EX € ' Co SUCH TO REMAIN € Wimming Pool a� v (18' x 42') CA a _ PROPOSED ■� POOL PENCE € € SINGLE POOL g TERRACE € Gara e g € � • 12" CONC. € € POOL WALL CD € € y WEIR WALL PROPOSED VANISHING EDGE w..... TROUGH PENCE i GOD, VANISHING EDGE . PROPOSED POOL PENCE � �� ...... TROUGH WALL G E ......, EX POST t RAIL PROPOSED:STONE PENCE RETAINING;`WALL. A I Property Line Drawn By,BNL Checked By DH EX POST 4 RAIL PENCE t0 REMAIN t0 INTERSECTION OF Z�--_' — __ _ _ _ Swimming Peol PROPOSED POOL PENCE a Plan x 10 20 30 feet Scale. 1�� = 16 �-�u\k 0 Shut V = 10' Base informati n provided electronically by Holmes and cGrath, Inc. of Falmouth, Massachusett GENERAL SPECIFICA IONS' SIZE: 18'1 DEPTH: 3'6"-6' . REFERENCE NUMBER: TILE: COPING: DECK:TYPE: TO P VI E W EXISTING PATIO: FINISH:TYPE: PUMP:TYPE: ,SIZE: Note: Measurements are from TOP OF BEAM. Subtract 3" for actual water height FILTER:TYPE: SIZE: 12" Pool Walls ` HEATER:TYPE: SIZE: 14" Auto—Cover - , • 4 . ; • •• . . SKIMMERS: Vault : a• :. • • a A,_d , • RE D. 5 LIGHT:TYPE: Q 4—0 ll ry POOL CONTROL: 14° Steps 8 12 Toe Ledge Bench CLEANING SYSTEM: ' SANITIZATION SYSTEM: . • 16" Bench ° OTHER: 3:1 slope SPA SPECIFICATIONS 18'—pDD o SIZE: ELEVATION: Main Drains Per Code THERAPY JETS: THERAPY PUMP: 21'-8" CONTROLS: LIGHT: o ° STRUCTURAL NOTES SPILLWAY: 1. All construction is to conform to the Massachusetts OTHER: state buildingcod n I applicable e and all a cable product and design PP P 9 6 Vault Walls 429_p" standards. Absence of specific items from these " drawings does not infer that the contractor is relieved .-- -3'9" _g 3 from the statutorycode requirements. • •'. 2. All materials and methods of construction shall I - conform to the approved rules and standards for ' materials, tests, and requirements of accepted engineering practice as listed in Appendix A of the Massachusetts State Building, Code: Pool Notes. 1. Assume maximum safe soil bearing pressure- 2,000 SI DE PROFILE 2. All pools are to be placed an natural undisturbed i material or compacted granular fill. Subsoil bearing - strata shall. be free from all vegetation, loam and organic material. 1-1/2" Auto—Cover tack 3. Do not place backfill against pool wails until all walls have obtained 7 day cure strength. Auto—Cover Bracket DD _ �! �. ..w ... D... DD j _ 9 1 —6 �, Water Hei ht - _ _- _- r1,l-�oc�l ...,`lGo�� ;..i,�,i> .:e °rlo.,�d on .] 'i 6 - layer cif 9 G :SC'Ce.i �'J `J u standr. 4C' IJ .r.,t 74 2.-3" - _ - _ - lur - - - - 1 D 6DD density at the `optimum moisture content Shotcrete 3—9 3 —9 1. Shotcrete mixture, form—work, delivery, placement and 01 3'-0 6,-3,D 4—0 6 -.0 l reinforcement sholl conform to all requirements of ACI 1'-2" 506.2-95 ( latest edition), unless otherwise noted. 2. Concrete materials shall be : ASTM C Type 1 PortlandAR STA cement. Sand and gravel aggregates shall be normal � , _ i,�cKE,a t ' weight and conform to ASTM C33 Standards. Aggreatei 3:1 Slope (Max) i not meeting ASTM C33 standards may be used provided ..;i,Y, nr F pre construction tests demonstrates the shotcrete canDy ; meet specified requirements. All concrete shall be 14'-0" 14'-0" � 14'-0" � air—entrained. Concrete compressive strength, (f c) in 28 �, ftt � (Z`!5• 4 days, All concrete work= 5,000 psi HYDROSTATIC RELIEF VALVE /� M; !,rTl : INSTALL' PER MANUFACTURERS �j'IVG(IJ NOTE— ELEVATIONS ON EQUIPMENT AND SOUND PROOFING !� SPECIFICATIONS / I IN ACCORDANCE WITH FLOOD ZONE REGULATIONS— TO BE DETERMINED. # 4 ® 12" SPACING SHALLOW END FLOOR TO DEEP END FLOOR END # 4 ®:12 O:C. E.W. TO WITHIN 18" OF POOL BEAM DEEP VIEW THROUGH OUT ENTIRE POOL WALLS 12" Po Walls . # 4 @ 12" O.C. E.W. NAME: -Se erson. Residence THROUGH OUT ENTIRE # 4 0 12" O.C. E.W. I POOL WALLS THROUGH OUT ENTIRE POOL FLOOR ADDRESS: 700 South Main$t 10" Pool Floor city: Centerville, MA ZIP: RES.PHONE: BUS.PHONE: 4 ® 12" SPACING SHALLOW END FLOOR # 4` ® 12" O.C. E.W. HYDROSTATIC RELIEF VALVE TO DEEP END FLOOR CUSTOMER SIGNATURE: DATE THROUGH OUT ENTIRE INSTALL PER MANUFACTURER'S TO WITHIN 18 OF POOL BEAM - POOL FLOOR SPECIFICATIONS VIOLA ASSOCIATES 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.CO.%1 DRN.BY: DATE: REV.NO.: DATE: - 12111/14 ' ` . SCALD 3/16 -"=1 , r �F QCD �— Inceawk Design, \ \ Landscape Architecture Land Plann:np ' \ Siumoper MA 508-833-8800 \ inf awNdesl n g inc com i \ I HAWK DESIGN,INC 2014 THIS DRAWING AND ALL INFORMATION CONTAINED HEREON IS PROPRIETARY INFORMATION OF HAWK \ DESIGN,INC.AND MAY NOT BE COPIED OR REPRODUCED,EITHER IN WHOLE OR IN PART,BY ANY METHOD,WITHOUT WRITTEN PERMISSION OF \ Driveway HAWK DESIGN,INC. G JY i NOL am � �•` 'mot i'f x GOD 77 f 1 \ ( L , ` � ._. Dat e. 11118114 x X X , I i l l i 1 ll f f I ti 1! ■i , 1 i `l , , • t , y , , , , . Recisions. Num. Date Description / x I :: Residence X E �rzyl TERRACE TO BE EXPANDED •DOUBLE POOL N X�E FENC TOR , _ �.. POOL AUTO COVER VAULT _ � _ V J g . V V AR,NSTABLI APPRO i ( x I , a . 1 V- f; P LOCATION OF EX BEECH t0 REMAIN Wlmming Pool tl � ',A uFmpWps f'w_..k x.. z.almmbimnlmvumRnxenvRb (18 x 42 ) I. .C..r_; I too PROPOSED I ;, ■� � POOL FENCE g SINGLE POOL o i GATE _ a� � E TERRACE i' Rarage I. 12 CONIC ' POOL WALL a 0 C5 Co WEIR WALL PROPOSED VANISHING EDGE i POOL FENCE TROUGH CD Z� o VANISHING EDGE PROPOSED POOL FENCE . GE TROUGH WALL EX. POST RAIL PROPOSED StONE FENCE RETAINING WALL Property Line .... Drawn By:BNL Checked By:DH EX. POST t RAIL FENCE TO S REMAIN TO INTERSECTION OF wIMMIR3 Pool PROPOSED POOL FENCE Plan k I . 1 10, 0 „ _ — k\k 0 10 20 30 feet Scale. Sheet: SCALE: 1" = 10' Base informati n provided electronically by Holmes and cGrath, Inc. of Falmouth, Massachusett 1 1 1 - t ASSESSORS REF. : - 1 - ', Map 186 .. ' Parcels 037 4+ t t - tt o•• • ''�b � 4Fr . OWNERS: William J Goldberg & ` Susan T. Nelligon d P�ibM�"r 32 Wadsworth Lane ,� .r ,i�•;� *�.1r`��,, �zF Duxbury, Moss. r � •tJ � t�`r `, . •-34�+.;'v� � �Y`eP' �'Y�" 17' il'e^X'�a ti Y`'�..r .a"Uf''� Wetland Resource Line V t Printed from TOPO! C�1998;�Ti1dflowexFrodwetion9 www.to o.eom 9 9� t t As Flagged by ENSR 4 S t May ' 2°05. - - '� `�—_ REFERENCES: Locus M a p � �� tl 4 0 Scale: 1 =2,000± _ q9 /t 4,70 / \ ' LCC 12870A �\ _ p,\ qs �/ / - / / \ \ �I� w C TF 175 732 — .� OVERLAY DISTRICT: 11� 44- — — — AP — Aquifer Protection District / t As Shown on Plan Entitled Ix \ Revised Groundwater Protection Overlay Districts — April, 1993 -50' / :..,. . ZONE: \\ / gam \\ \ \\ �`; \ \ \ \ �� \\ RD 1 Area (min.) 87, 120 SF RPOD ( ) Le end: /.f / / / // 1c'\ �i \ \\ .� \ 1 \ \ \ �rvritay� (iiiiil) Zv ' \\ l � - y � l ,• ,��- � / -' \ �•.. \ \ \ � �'o \ \ \ \ \ Width (min) 125 I Light Post 1\ I \\\ l / '' / so et. / Setbacks: 9....................1............r.. ... _........_......... 1 I ram................... / \ \ ..... \ \ \ \ \ \ � Wetland Flag 1 1 \ / / / / � / \ \ Fron t 30 © Gas Gate I \ I l / \ \ \ ,\ \ \ Side 10 w Water Gate ' \ \ \\ \ Rear 10 Q Misc Manhole \ I �\I I / /�� / / // ,'/ •' / I \ \ \'•..,. `\ \ \ ® Drain Hydrant \ I I, I \\ \\ / / / \\ \\ \\ \ �`\ •....., ,.... \ \\ \ \\ FLOOD ZONE: p Iron Pipei, \ \ \ \ Zone B, El CB/DH — Concrete Bound w/Drill Hole I _ 1 �� 1 `\ �\ / /�' / / / /// / / \ \ ,\ \ \ \ C, & A10 (. 11) n SB/DH — Stone Bound Community Panel No. (D MN ma nail 1 1 \ I ! '�' / / \ t 250001 0016D g 1 I 1 \ ! I e / / , e,, / / \ Zone\ s \I \ \ \ \ \ # C� Guy I 1 \ \\ I I \'':. /'�oii. / {... j I \ \ , \ \ \ \ July 2, 1992 -a Utility Pole .; • ��s \ I V. I I �.................. / / 1 �......... I \ Deciduous Tree 1 �+ I \ ' �\ 1 \/, Has. / / '.............../.... I \ \ \ ti.........._.._...._.... I APProx N 41 / Permit y ( , \ i � �', I I \ (by r C oe) /r+•::,„::...: \ \ \ \ t\\ \ \ I \ 1 \ Coniferous Tree 1 1 I `t\ \ '� �`� � \ I I D` ` I / m \\ \\ P\' I III III I FEMA Zone Lines Tree s Shown on FIR M ' sty Doe As Shown 16 Dr Cottage rev Jul 2992Shed It Ln it Garage 1 1 I J \ V tit 1 Pared I =AC'� ' A \ '•. i / /,/ / / / / / 1 Drive La-1 OWo 1AP Wool ci°'re526I3° 1 /Y1 1 t Wetlond Area U$Z '3v 11 / lawn o W / ', \ , �- / Lawn _ �) I , / .. \ 1 kp C \ _... parch .. o w co 1 N. r - ( / - - \ s 1, \ 1 N\ ' corer \.../ \ ' �,O *'e2 Unit Septic (? Lawn \ •. (fr by t / l `\ ` Pa cn \ tw / 11 9, \ I Stone \ 0 CSStv' p,ona p.e 1 N y� O i % t Rat Aef tests = i Lawn / / I I 1nt"1Ofrm ,falls Parcel Area I I ey ose 5 00p Ike 102,494±SF 2.35±Acres Upland / I / s9': �ty !I/f / '' / / •+ '< 47,934±SF 1.10±Acres Wetland I \ pweU�+9 C) / �` ' 150,428±SF 3.45±Acres Total ed ?sb• PPddWp, CL N, t \ t Lawn 1 D� wit \ r•: I I / ,-. Dwd n9 t Yard SetbOct I 3p' f roll i \ ( \ IP fhd XP _j South Main Street / / - a Lawn / . sit 01 ArA Overview y / , ;' / - ��. N42•,a \ \ h w � I ___-- �'�1,9 \ � i — / of P r \ _ / I -' Lawn �° — E f_ / \ h Ni9hNay Loyout) /t, TBM Top LCB El 9.4 NGVD fPa �0 9 state 0l44`!- Edg o N4 / \ I ode / LCB SOU fnd of Po"• OF _ o all t t ��73� o t 1 m • t f , t v t TITLE: PREPARED BY. PREPARED FOR: NOTESIREVISIONS Proposed Plan of Improvements S 1.) The property line information shown was r • Sullivan Engineering, Inc. CapeSur�v compiled from available record information.p t 700 South Main Street PO Box 659 7 Parker Rood C. H. Newton Builders, Inc. Barnstable (Centerville) Mass Osterville, MA 02655 Osterville MA 02655 919 Main Street 2.) The topographic informaticn was obtained from • (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax on on—the—ground survey performed by CapeSury PSOPECool.com copesu,vOcap ecod.na t Osterville MA 02655 on or between 08/JUN/05 and 01/JUL/05. W �.I 3.) The datum used is NGVD '29, a fixed mean C= Draft: DWB _ Field: WHK/JPM 0 10 20 40 80 sea level datum. I — Ll: DATE: SCALE. rr r , Comp/Review: JOD/PS Comp/Draft: W 25021 Drawing # C492_1 y 1 HK/RRL l OCT 14, 2005 =20 - llc= REV 1 — 201SEP10,5 — additional wetland flags west. Prat• ,# t ; 21- ' 2'-q 1/5" I'-q 5/8" 3'-q" 3'-q" I'-q 5/5" 1'-1 5/4" 4'-q -7/5" 2'-3 1/2" 4'-10" V-3 1/2" Mwi " N L �ET i Juro Design ❑ Collaborative Design and Build c� +� - - - - -*-- - — — — — — — - - - - - - I ? i f I I I 7 Walnut Street #5 ` Boston, MA 02108 ! x1T ,au''�' PHONE: 617/ 742-7247 ' S { !( Y q:':, l Y .. dk r 1 i >y 3� �"<',:, I t N ,:.. ''h'I r.:o: , H. !x•,:,tr,"h �d'�°y�yntiri,..: .ti:Hy� t P +lhh. hu A, �; S s I I ...,..._. ,......,_..,,....__ .... --........_..-..__.,....-..,.,,....._.....,-......•.., ..__...........,. 1aA r«':>, a t,::dl :�,: ,� u 11'1., ,.e:,: n ,., e W n3'u w. „r t 7 i ! ;yv 1 { 5 1 V✓Y/1 O COVERED PORCH { I s , - .. _.. .., .. ,Ma a 0. .:..,.. .. _'.sF`&�,....... I ✓�l.. :.:.. G ,1r .:.vH* R ,a,; �Y- i '�' ,.. F ,k,rr•...-:.: .,:.. ';..:.. ..: .. ,Gr... ,,:.,. .,.,.<c _... n, ... aa.,s:._..,.y :. . -{. ti f7 S .,,: .N ., ,<:•,. :. ...,. .,.... 1:, �u ..:.:.......... _-- -,:�..,k:.. i fix•. �K,.•y,,, '�, — ,gic .r i E. i I I j { 1 W b'-b I/21� I b q I; ( _I 2 4 3/4; i I I 1 I w r: , I • `� ' ,.,. ::,,• 1 ,"c .,, �,,, HOTSURFAC s � . . +N,. ,#t'rv" n ,:•1!w., _.....__.,.__-.._..____.._..__.,......__._... r: j I i E q E `� ,-,< ,�.:: � � �, .,a �, ��, �/"lo �, �'�'..� ? �ah •� t,�: i j s — I < +-- -4- , , f + E i ... _ _ _.. : . : .hti.,t 1 4 �� r, e .:4 3fi �t s •Mr- � !+% 1 ;;) '� ?`xy,M„ 5 �`„ .��.� + viP, — � —i— •� — — I N LAS • `- i BATH WI E -fi60�ER ARE �!/• _._ _.. ,._.. _ _ -..__._ _.__�.. ! 1 I � 3 1 LL AT l - s 3 { I ❑ a^�r 5EATING INK O _ AREA II t .+.... _, 1 o E TIN t 1 ' li uz o ;ate. _ SU B ZERO i .. .___._._.,..�..__ t { � i O REG'(GL I ASH REF.47, y�re i i - - - - - - - - — —j— — - - � BEEHIVE ` EXI5TING FLOORW ( 1 1 y OVEN + `� • 1 { 1 1 p El ".'y-, ' '• ;.!M E .. -.. ! , =.. , ], (( tJ,. eal ta. ..Sy*•:.ry 's,.rt,,,: � ',k'.:::. ,rl' .,y °- w I ? , K ,,!.;':�•:' i if 14 cA" � tik -s*.. + N:. { >fiQ. � - �, +?•y!:, k'."'M,ir� k.�, L' '.1!", � VEN I i g „r I. 44 1yi ,. KC,n.. 1 w,�,- ,k,v.. I _I ff' � ? PAN S II ! WALK-IN CLOSET I B UW 1 U — _ o PANTRY ; 51 N APPL I ANCE I { I STACKED D.W. BELOW m GARAGE ? ❑ i REFRIG. Q ark Q FOR PUPPMS ONLY Iry 1 1 NOT OR CONS ? 1 nVXTM g�, s ❑ +„l,. k' 1a�.,� �'.,. ,-. .,.:; H 1:....._ ..:.. �i. w,:,,m, ,. -YanW.:.P7 ,,.. ,..,irw"'L,,,v". v' !y r'•�'.:, t i g...,�_::, , .::1.,. .. ..,. ;:: :. ',:. .:, ..,:.....:.:,.•«. 'Y-�"�,� � + t t { 1 :K I , 1 1 i Y ❑ � t i • 5 ! 1 + S 1 s _._ WASH RETRACTABLE STAIR .w .. : _ ; • >i. OUT DOOR WET DRY BENCH r' SHOWER ' DRY Project: Mikalson Renovations Title: 51-211 2'-411 4'-5 I/2" 8'-1 1/211 4'-5 1/4" T-II 5/4" 3'-q 3/8° 4'-1 5/5" I1'-I 11/2" I6'-6 3/4" Revisions: V_*ff Project No.: 09= Drawn: �i0 Date: Checked: Scale: AS NDM Approved: Sheet: W � o � , w W J -J W 11 < S Q O. O (n (n J Q Verify All dimensions in Field Do not Scale W U ------------- 7- L-L 1 L�-L--L _LLELL; T)� _LJ- -LI-LLiL L LILL �LLI L11 I L 1 I { !Ll 4 'Il" T ! -- - -------------- JJ i�llj EL Ll�" -i i 'T -. �- i_) _I. I i �1` [ITFIL, L Ll yl I I L I- ll EXIST. SHAKEH ROOFING j LLU-L- ILL h, UU "I'l 10- C,117ER—\ i , I I 11 , I NP. GUTTER LILWI u Ull I -,��(2) 2 XhM 2' LILLaUUUU —4 X 4WD. POST, (PM) 61-61 Plo. DOOR �ff j a. M. RAIL SHOWER ENCLOSURE 15T. SHAKE 51DIWo PIC. DOOR, 41 2 RISERS UP CONCRETE FILE - - - - - - - - - - - - - MN HR HHHH 4 a� � .f 5'-b 1/2" + 4- vi 25'-1 5/40